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HomeMy WebLinkAboutPP - 13075 GATEWAY DR - GATEWAY CORPORATE CENTER BUILDING #10 - PERMITS AND PLANS (PERMIT SET 2)13075 GATEWAY DR ASSOCIATED PERMITS D07-483 D97-0294 D97-0187 D97-0152 M12-194 16-F-152 04-F-194 98-F-195 97-F-200 98-S-190 97-S-264 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: a/4-440 Ai 346_ do,-, 0 Type of Lection: Address:...42._Conta Suite #: /30 -2,S 6.q1 wk% Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector 4 _ X 53 Date: 12/9//4 Hrs.: 4 a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: g, . /0 am Type of Inspection: /,9- &-. Address:Contact Suite #: 150 674-frkAi p rl-37' 04,,46? Faytivi pine e-•7'ng.e—S7 sr- Person: > ��, ` 2t,v Special Instructions: NOT 4-ppfWvri Phone No.: Approved per applicable codes. FrCorrections required prior to approval. COMMENTS: Sprinklers: 5 Y5CEMN•rd rw'ets >f -i r(P�9--? 1/%145 &-. /,-J---- 2014-• Pre -Fire: p rl-37' 04,,46? Faytivi pine e-•7'ng.e—S7 sr- Occupancy Type: NOT 4-ppfWvri Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f /vk 44,4, 443 g L Date: /006 H rs.: f r I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy wit Fy mit -/9y fp /W(/3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: A mew lest',' P'%ci;,, l oee\f kens e..... Type of Inspection: file c Address:Contact Suite #: 13 77S C.r ;.ori 1)' )1 o Person: Special Instructions: Phone No.:. ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: F re PA.', I - o K Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i FM S^ y Date: S -Ah -. Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER POS'iES. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: P1/1/1 Sprinklers: Type of In ection: ASuiteddress:#: )3075 Cry J v�I _-17 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. r' \orrections required prior to approval. COMMENTS: Astt0/1 A I k Gi' ' i \)- , %7t(L )I ow/ tAYv ✓.-<r �� 1 Ceon Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r Date: ifM/3 Hrs.: I � � $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit MAR 3 2008 £O?- 'ft3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: p 1 R Sprinklers: Fire Alarm: Type of Inspection: ; t_ cs•)✓'4' 4 levt< -,(iu % 4 Address: 1307r Suite #: 6 -cww1 14$ 62 Contact Person: 4_424)Nly Special Instructions: Phone No.: 01-0.0 - trAyii -yyy`i V -AD proved per applicable codes. Corrections required prior to approval. COMMENTS: C5)A47 7 *47 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: o,(^5 --/v Date: 71a1 /06 Hrs.: 4_, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 11111111\1/4•• - - ., CORRECTION NOTICE/REINSPECTION FEE Inspector: f'i't J-' Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshaltukwilawa.aov Business Name: !M p Type of Inspection: Location Address:Date (( 7.____ : 6 4 ,-// Phoneo.: 25 317- 6/ 7 y Contact PA erg . trr� nn c �e ( ACTION REQUIRED : 2�r ii F ps /^/ Minx- 570!9--e-c- / -,l m4 -7,i %-i �, ,;L, o/"i PacipC^ f''&j C -c ]fir Tz - - - ,D I2- ge ' -.: S 9 -c i Z2 1- I l cil'I i CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : 2 /Z- / FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billing/Mailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 TUIW.ILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST.CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Pire. alarm System is ready for Fire Department acceptance testing.' Failure of test:Will result in termination of the testing and additional fees" will be assessed.•Contractor is.responsible for. supplying manpower for Final Acceptance.Testwith tv*o-way communications: • Date l//16/Oy • • . Permit# 06-/-f-%c1` .• Installing Company ,--...,,,,f iv, P fd . i , c4,c,-e 5 • -. • ' Installing Contractor's Address 30/ •30 5y -/1(L" X00 • City ��/ I,r Phone # <t00 —660 36 3 7 • Installer's Name(PRINT) - - - - -(PRINT) ��- �AE,�- •� 1 License and/or Certificate I -N.6 t.:516-41 Name of Facility ,4r c < k 4ea ' o J R6'S SE Property Address / 30 7S" (may -e v 2y .11) rt`ue • .c /00 City Tukwila Zip Code 9T/6g- Occupied '/6g" Occupied as So -ver Po©",1 Owner or Representative geti f9(1 -ac, s Phone # General Contractor..._�r� Electrical ContractorSPG - i GC(per'C FACP Equipment Manufacturer Fe/ Model # 30820 • This system has been install d, pie -tested and operates in accordance with the standards listed below and was inspected by 61 On (date) /1 /( 6(09 Circle all that apply: ap er • an. or _ NFPA 70, National Electrical Code, Article 760 Manufacturer's.Instructions _ Manufacturer's Instructions . and includes the devices listed on back. Other (specify) Tukwila City Ordinance Numbers 1900, 1901 UL Central Stat ozii Mon' or {A.651A,0. System is monitored by SIGNED System Firmware: Installed version Checksum• Date Initial program Installation Date it//b%py Revisions and Reasons Date Tukwila Fire Prevention Bureau- Material and Test Certificate EQUIPMENT INSTALLED AND TESTED: ' Control Panel 1 • of / Manual Station j, of / Smoke Detectors of _ Z Heat Detectors C7 of Duct Detectors ' 0 of AN Devices • 7of Audio Devices / of. Visual Devices _3_ of 3j Auto Door Release of / of I Make/Model Make/Model r-44,./0/ SG 4,Z Make/Model . w ea' ( 7/S C- Make/Model • . Make/Model •13.,z,7o Make/Model •I Make/Model E.► �� (OC k 1447"? Make/Model �'/) OQ-Q Make/Model / Trouble Indictors Make/Model C' Batteries Readings Battery eg 6, S Full Load 6. /9 Charge Z 6. Generator Col _ Make/Model HVAC Controls I of _ Make/Model ` ? l — ca - 1 c&"''d et10"'` 9 • . Make/Model iC� /— �� /e a r— /��; d f • Fire Alarm Dialer • of ,� Monitored by L✓A- Troit-I "- Annunciator . .L7 of Make/Model • • Sprinkler System. (Fire Alarm connections only) Make/Model Water Flow Sw. • C7 of Valve Tamper Sw. a of FIV • Elec. Alarm Bell 0 of Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm /y IA- seconds. None Installed Do you meet audiblehisible_requirements of WAC 51-44, UFC STD 10-2,1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes No _ Test of alarm System on emergency power, satisfactory? Yes Test Witnessed by Title Date Comments: -/4 o7GV S'b T�P ieSSrldv Sy/Sl4e-. TFT1 RD Gn.... II In 2 Citj' of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name A U \ TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. e)f- F Address J ? C) 7 5— GqFe kval i Retain current inspection schedule Needs shift inspection Suite # / D� Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: :rii 2,20 Monitor: Pre -Fire: Permits: 5`W l/l2L-l<1 Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Fire Department / o ILE APR 1 4 1 John W. Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. _bq7 _ 0-214/ Project Name 5 f le -p 2 -D 6 ti L -n - Arc E Address /jc-75' i- - Suite # Retain current inspection schedule ey)-A (&/% Needs shift inspection !` Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: / Authorized Signature bate FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 TUKWILA FIRE DEPARTMENT FIRE PREVENTION BUREAU (206) 575-4407 CORRECTION NOTICE/REINSPECTION FEE ComplzAN V:)5tu (0102) BUSINESS NAMES\ 9 tQ J i-iAlu c.v,v, MeLcAl Q 14aDATE: i i (5h 9 ADDRESS: 1305 CTtp� ,�� BLDG: SUITE: APT: TYPE OF INSPECTION: ;n.,L INSPECTOR:5M Q BLDG. PERMIT #:D°t )-0\a� CONTACT PERSON: ‹VM PHONE: ACTION REQUIRED: 1a cam.. o o cac `% LeAraL 3 (._o?k:_ , A ,.);� c�z La LAtars ‘,An QhivA.. 5A6 ictae, kt,e- © Rev..; -E\-sa e i �« br• c -c� � � ,vision Okfq..s:\ 0. Ve.NrcIA. .3\X\ CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY: 11 30 A $40.00 Reinspection Fee is required and must be received by the Tukwila Fire Department, 444 Andover Park East, Tukwila, Wa. 98188 prior to reinspection. Make checks payable to the City of Tukwila and provide the YELLOW copy of this notice with payment. FAILURE TO PAY the reinspection fee within seven 7 days may result in the issuance of a citation for Failure to Comply. For Office Use Only: Date Paid: Receipt #: File Code: W -Finance Y -File P -Contractor WP:CORREFEE.FRM T.F.D. Form F.P. 100 Project Name Address -L-u&WILA FIRE DEPARTMENT FINAL APPROVAL FORM /3a 75" 61-1L Al . Retain current inspection schedule XNeeds shift inspection Permit No. :1)97, 0/637 Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: i'14k /,4 6i62-- Autho Signature //4/45 D to FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters St ttbn: 444Andover Fa,alit • Tau* Washfriliton 98188 • Them i206) 52 t • 1 iir ( 054,09 409 BUSINESS TUKWILA FIRE DEPARTMENT FIRE PREVENTION BUREAU (206) 575-4407 CORRECTION NOTICE/REINSPECTION FEE NAME ( A , 2s4p oDATE: ADDRESS: )30-1S BLDG : SUITE: APT: TYPE OF INSPECTION:Tir L INSPECTOR:51t CONTACT PERSON: �1`M BLDG. PERMIT #:Oc11-0\6) PHONE: ACTION REQUIRED: O & 3v LL f\c cA e Vu► c.� �n R U u- 5 z o n cw aFLoor 1-� Sp, \IAL cy-\ { c. 7.1:1"e_ cA,A c eR o c -6 Lek a L ' Svc C �S-Nike co Sco v A x 3 Lo k e S ac- C1 V \LA. \Lo C.c.k lar. s kt-bX L VVit S 5 0 AOS\ 1 0. Q�.AS.. 20 tab�\ F, A , Pg9tY1t.L% a 1/454.. Rvt.C;(" - Cvzz e -z a. Qc� c_ l'o r• C 'Sv c� �x h S CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY: II 30Th A $40.00 Reinspection Fee is required and must be received by the Tukwila Fire Department, 444 Andover Park East, Tukwila, Wa. 98188 prior to reinspection. Make checks payable to the City of Tukwila and provide the YELLOW copy of this notice with payment. FAILURE TO PAY the reinspection fee within seven 7 days may result in the issuance of a citation for Failure to Comply. For Office Use Only: Date Paid: Receipt #: File Code: W -Finance Y -File P -Contractor WP:CORREFEE.FRM T.F.D. Form F.P. 100 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORK Project Name S t.tc'T)itief).--hi b K vac c - Address /3a'75- 6't'%t%A1Ail Retain current inspection schedule XNeeds shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Autho 11If I /4/$ • Fvp-4- • Signature l //4/45 D to FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Pak • Tuktv114 Whir 98188, • Plow (206) .ST • Jar (2 J '1,344.39 08%03/98 MO\ 14:58 FAA. 253 926 2350 SMITH FIRE SYSTEMS U002 L WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX {206} 728-2864 July 30, 1998 PLAN SHEETS 1of 1 SUBJECT Beginning Press (tenant improvement) 13075 Gateway Drive Tukwila, Washington • The attached pians have been reviewed as follows_ The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractors Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NEPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Upsize new main from 2 -inch to 2Y2 -inch. Velocities in calculations should not exceed 20 fps for overhead sprinkler piping, Washington Surveying &Bureil aHOtE� PLAN REVIEWED AS SEATTLE WASH. �+rnts and acceptances relattt exclusively to relative effect nanous corAAions uK,on lite +iisurancer .Tau,"" Etas f° be cot !trued as ging in any Kay uran the RueF'n of whetnet "due cart" •... . < to nnssibie liabriity to,DeTsone e^" I A betr4 fxeciseo tug eit • age te property. It ts acozed that hazards which mei it stegilt in •: 6 /VOL Northwest Communications & Alarm, Inc. DATE: AUGUST 19, 1997 FIRE PREVENTION CITY OF TUKWILA 444 ANDOVER PARK E TUKWILA,WA 98188 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 FIRE ALARM COVER SHEET FAX 206 776-4897 Fire Alarm System for: SHEPARD AMBULANCE Address 13075 GATEWAY DRIVE TUKWILA, WA 98168 Owner TEUTSCH PARTNERS Phone: (206) 728-1130 2001 WESTERN AVE. SUITE 330 SEATTLE, WA 98121 Installer, Northwest Communications & Alarm, Inc. (425) 775-4456 2100 196th St. SW.#D113 P.O. Box 6277 Lynnwood,WA 98036 Contact. Chris Davis Phone: (425) 775-4456 State Lic. # NWCOMAII IODL Exp. 3/13/98 Legal Description: Lot 3B of City of Tukwila Short Plat # 91 -11 -SS Rec.# 9112192032 CONTROL PANEL # : SILENT KNIGHT 5820 ADDRESSABLE ZONES # : 2 INITIATING DEVICES # : 23 AUDIBLE/VISIBLE DEVICES # : 76 UL Monitoring by - A.M.S (206)362-4482 P.O Box 25719 Seattle,Wa 98125 /Wilk Northwest Communications & Alarm, Inc. 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 6 776-4897 FAX '0 BATTERY CALCULATIONS JOB: SHEPARD AMBULANCE - TUKWILA Normal Condition Alarm Condition Description Qty X Load = Total Qty X Load = Total Silent Knight 5820 1 X 0.14 = 0.14 1 X 0.26 = 0.26 Zone Expander 5815 X 0.55 = 0 X 0.55 = 0 Remote Ann. 5815 X 0.2 = 0 1 X 0.25 = 0.25 Addressable Devices X 0.006 = 0 23 X 0.0055 = 0.1265 Duct Detector X 0.025 = 0 X 0.025 = 0 Door Holders X = 0 X = 0 Misc: X = 0 X = 0 MIZ 110V Horn/Strobe NA X NA = 0 6 X 0.242 = 1.452 Gentex Mini Horns NA X NA = X 0.015 = 0 MIZ+LSM Horn Strob NA X NA = 64 X 0.127 = 8.128 LSM Strobe Only NA X NA = 16 X 0.115 = 1.84 10" Bell NA X NA = X 0.03 = 0 Misc: NA X NA = X = 0 Total Current = 0.14 12.057 AISlk Northwest Communications &Alarm, Inc. 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 6 776-4897 FAX Total Standby Current = 0.14 A Required Standby Time = 24 Hr Required Standby Capacity = 3.36 Ah Total Alarm Current = 12.06 A Required Alarm Time = 0.084 Hr Required Alarm Capacity = 1.013 Ah Total Required Capacity = 4.373 Ah Battery Derating Factorl = 1.2 Required Battery Capacity = _ 5.247 Ah Northwest Communications & Alarm, Inc. 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 FAX 206 776-4897 RISER DIAGRAM SHEPARD AMBULANCE TUKWILA, WA BUILDING SMOKE DETECTORS AND MANUAL PULL STATIONS r 117q(FF t � 1 FACP M M: M FIRST FLOOR - TI M--;M-M' —11-11-411—El SECOND FLOOR - TI V � v v Ey fl -1-1-11-1 -..LH BUILDING SHELL =F KEY TO ALARM SYMBOLS FACP ANNI iVl Fire Alarm Control Fire Annunciator Post Indicator Valve FS. Flow Swart TS Tamper Switch PSi Pressure Swim', Manual Pull Station Indicator Lgnt CDuct Detector Elevator Rewe STI Scan Communicator EOL End of Line OS Smoke Detector .OH Heat Detector • Fixed Tema. Heat CO Outside Sed Strobe LI1 Mtm Hom Strobe El Mint Horn Strobe Only �II Door Holaer H I <IE l lO HamiStrobe WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 October 27, 1997 PLAN SHEETS 1-4 of 4 SUBJECT Shepard Ambulance 13075 Gateway Drive Tukwila, Washington • d The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. The design of .39/5,600 is acceptable for the storage of class IV commodities in racks to not more than 18 to 19 feet in height, using conventional pallets, and with 8 foot aisles. If storage exceeds these limits, the design should be reinforced to adequately protect the increased hazards. 2. Revise design in office areas to .13/3,000. 3. Velocities in calculations should not exceed 20 fps for overhead sprinkler piping. 4. Provide a variable pressure alarm valve and outside water motor alarm gong. 5. Provide an indicating gate valve in the supply main at the property line. 6. Revise size of main drain for System No. 3 from 1'/4 -inch to 2 -inch. 7. Trapeze hangers used to support piping below lightweight wood and metal tube trusses should span 3 trusses for 3 -inch and smaller piping and span 4 trusses for larger piping, or provide written certification from a licensed structural engineer that the trusses and roof loads have been analyzed for the additional loads imposed by water filled pipe plus an additional 250 pounds at each point of support. Trapeze hangers should be secured to the trusses. 8. Insulation batts should be secured in place with wire mesh to prevent sagging and possible obstruction to sprinkler discharge. 9. Extend sprinkler protection to blind spaces if areas contain combustible construction, insulation, plastic drain plumbing, motorized equipment, wiring not in conduit, or if used as a return air plenum, and to all areas including exterior eaves, soffits, canopies, intermediate levels of storage racks, and to roof skylights. n Surveying & Rating Bu A21s PLAN REVS AS NOTED SEATTLE WASH.to relative effect a ...,,,,,,nests end acceptancesinsurancerates.sTh ` homey ate or con- . ""dcars"° a4e SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/25/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: ONE HAZARD DESCRIPTION: WAREHOUSE / OFFICE HAZARD CLASS PER NFPA 231C : HIGH PILE STORAGE - SPECIFIC RULING: SPEC. WAREHOUSE RULING MADE BY: CITY ORDINANCE OF CITY OF TUKWILA DENSITY: .39 GPM OVER THE MOST HYDRAULICALLY REMOTE 5,600 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 100 GPM NODE 7 ON RISER MANIFOLD OUTSIDE HOSE 400 GPM CONNECTION TO CITY MAIN. IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 93.68 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 286 ° F K -FACTOR: 8.2 ORIFICE SIZE: 17/32" TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 688 "C" FACTOR UNDERGROUND : 140 WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 2517.35 GPM REQUIRED AT 104.47 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 2917.35 GPM REQUIRED AT 117.03 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP t � r 413-7 ;1 :: AdN5 TA11; IU L I,7_Wi1 H 0 M 1 V) w CC 0 0 0 0 0 z m 0 / WAREHOUSE W z 0 SHEET 11 P" II'1111111111111111111111111111111111 i 1 1111 111111!""""` '� ' iiij !I' li •• •• • 1111111111111111111111111111111111111l=1:1;1I'�'1.....11111 r�i■■11..1 I:!:Ii:1u1111111 !! I' 1II1: III 111111111111111111111111111i4111111911111:1111111111111 .. .. 1....1.■.1.■! OUN 111111 :::: :1N: 1::: 1:: :1:1 ■■.■■ • 1111 h.p.. 1111 1111: • 1111 ..■. W U) w ..... CC I MOM :111 a 1- 1:111 V) .■■. w ■... 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Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. 2600 2800 Data Points: fps ...- 0 :6-.. 1.3 1.9 2.6 3.2 3.8 4.5 51 5.7 6.4 7 7.7 8.3 8:9 : gpm 0 100- 200 300 400 500 600 . 700 800 900 1000 1100 - 1200 ; 1300 - ;-1400 --150-0-i psi . 4.2 5:6 5.4 5.1 4.8 • 4.7 • 4.5 4.4 4.3 4.3 • 4.3 4.3 4.3 ' 4.3 !4.4 :4.5 fps 11.0:2 110.9 111.5 12.1- 12.8 13.4 • 14 114.7 15.3- -16 16:6 17.2 • 17:9 gpm gp ?T600 T 1700 4:-i1800- -1900 2000- • 2100 2200 ' 2300 2400---2500- 2600 2700 2800 psi 476-7477 t4.8 5� 5.2 5.3 5.5 I 5:8- . 6.0- .- 6:2 6.4 6:7 6:9' Flo Cu yr e Indt- es-FEBCO Valve Setter Model # 61 1 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2917.3 GPM 130.50 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 215 42.83 34.71 7.54 32.27 216 41.72 34.71 7.54 30.61 217 41.01 34.71 7.54 29.58 307 43.25 34.71 7.54 32.90 308 40.99 34.71 7.54 29.55 309 39.23 34.71 7.54 27.07 310 37.94 34.71 7.54 25.31 311 37.05 34.71 7.54 24.14 312 36.50 34.71 7.54 23.43 313 36.22 34.71 7.54 23.08 314 36.13 34.71 7.54 22.96 315 36.12 34.71 7.54 22.95 316 36.16 34.71 7.54 23.00 317 36.34 34.71 7.54 23.22 407 43.07 34.71 7.54 32.63 408 40.80 34.71 7.54 29.29 409 39.04 34.71 7.54 26.81 410 37.73 34.71 7.54 25.04 411 36.83 34.71 7.54 23.87 412 36.28 34.71 7.54 23.15 413 35.99 34.71 7.54 22.79 414 35.90 34.71 7.54 22.66 09-25-1997 PAGE 1 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 415 35.89 34.71 7.54 22.66 416 35.92 34.71 7.54 22.70 417 36.09 34.71 7.54 22.91 507 42.96 34.20 7.53 32.55 508 40.70 34.20 7.53 29.21 509 38.94 34.20 7.53 26.74 510 37.63 34.20 7.53 24.98 511 36.73 34.20 7.53 23.80 512 36.18 34.20 7.53 23.08 513 35.89 34.20 7.53 22.72 514 35.79 34.20 7.53 22.59 515 35.78 34.20 7.53 22.58 516 35.81 34.20 7.53 22.62 517 35.98 34.20 7.53 22.83 607 42.99 34.20 7.53 32.60 608 40.73 34.20 7.53 29.25 609 38.96 34.20 7.53 26.78 610 37.66 34.20 7.53 25.01 611 36.76 34.20 7.53 23.83 612 36.21 34.20 7.53 23.12 613 35.92 34.20 7.53 22.75 614 35.82 34.20 7.53 22.63 615 35.81 34.20 7.53 22.62 616 35.85 34.20 7.53 22.66 617 36.01 34.20 7.53 22.87 707 43.07 34.20 7.53 32.72 708 40.81 34.20 7.53 29.37 709 39.05 34.20 7.53 26.89 710 37.74 34.20 7.53 25.12 711 36.85 34.20 7.53 23.94 712 36.29 34.20 7.53 23.23 713 36.01 34.20 7.53 22.87 714 35.91 34.20 7.53 22.74 715 35.90 34.20 7.53 22.73 716 35.94 34.20 7.53 22.78 717 36.11 34.20 7.53 22.99 09-25-1997 PAGE 2 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 218 40.67 36.53 7.55 29.02 318 36.79 36.53 7.55 23.74 418 36.53 36.53 7.55 23.41 518 36.46 35.99 7.55 23.32 618 36.49 35.99 7.55 23.36 718 36.59 35.99 7.55 23.49 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2417.35 GPM 100.00 GPM 400.00 GPM 2917.35 GPM 117.06 PSI 0.00 PSI 26.04 FPS 09-25-1997 PAGE 3 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 35 418 2.227 L 0.29 C=120 PT 23.41 (418) Q 36.53 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.41 ( 35) 38 718 2.227 L 0.29 C=120 PT 23.49 (718) Q 36.59 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0102 PF 0.00 PT 23.49 ( 38) 37 618 2.227 L 0.29 C=120 PT 23.36 (618) Q 36.49 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.36 ( 37) 36 518 2.227 L 0.29 C=120 PT 23.32 (518) Q 36.46 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.32 ( 36) 34 318 2.227 L 0.29 C=120 PT 23.74 (318) Q 36.79 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0103 PF 0.00 PT 23.74 ( 34) 33 218 2.227 L 0.29 C=120 PT 29.02 (218) Q 40.67 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0124 PF 0.00 PT 29.02 ( 33) 716 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 25.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 717 716DQ 35.94 2.227 L 8.00 C=120 PT 22.77 (716) Q 61.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 38 717DQ 36.11 2.227 L 8.00 C=120 PT 22.98 (717) Q 97.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0627 PF 0.50 48 38DQ 36.59 2.227 L 1.54 C=120 PT 23.48 ( 38) Q 134.36 F=T,T F 28.00 PE 0.67 RN2 T 29.54 0.1129 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size ,Sc Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 47 48 4.352 L 10.96 C=120 PT 27.49 ( 48) Q 134.36 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0043 PF 0.05 PT 27.54 ( 47) 714 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 713 714DQ 35.91 2.227 L 8.00 C=120 PT 22.74 (714) Q 46.09 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 712 713DQ 36.01 2.227 L 8.00 C=120 PT 22.86 (713) Q 82.10 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0454 PF 0.36 711 712DQ 36.29 2.227 L 8.00 C=120 PT 23.22 (712) Q 118.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 710 711DQ 36.85 2.227 L 8.00 C=120 PT 23.93 (711) Q 155.24 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1474 PF 1.18 709 710DQ 37.74 2.227 L 8.00 C=120 PT 25.11 (710) Q 192.98 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2205 PF 1.76 708 709DQ 39.05 2.227 L 8.00 C=120 PT 26.87 (709) Q 232.03 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3101 PF 2.48 707 708DQ 40.81 2.227 L 8.00 C=120 PT 29.35 (708) Q 272.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4185 PF 3.35 706 707DQ 43.07 2.227 L 8.00 C=120 PT 32.70 (707) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 705 706 2.227 L 8.00 C=120 PT 37.09 (706) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 704 705 2.227 L 8.00 C=120 PT 41.48 (705) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 703 704 2.227 L 8.00 C=120 PT 45.87 (704) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 702 703 2.227 L 8.00 C=120 PT 50.26 (703) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 701 702 2.227 L 8 00 C=120 PT 54.65 (702) Q 315.90 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.5488 PF 4.39 28 701 2.227 L 3 35 C=120 PT 59.04 (701) Q 315.90 F=0 F 0 00 PE 0.00 BL1 T 3 35 0.5488 PF 1.84 18 28 2.227 L 1.38 C=120 PT 60.88 ( 28) Q 315.90 F=T,E F 21.00 PE 0.67 RN1 T 22.38 0.5488 PF 12.28 17 18 6.357 L 10.96 C=120 PT 73.83 ( 18) Q 315.90 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0033 PF 0.04 PT 73.87 ( 17) 616 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 25.27 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 617 616DQ 35.85 2.227 L 8.00 C=120 PT 22.66 (616) Q 61.11 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0263 PF 0.21 37 617DQ 36.01 2.227 L 8.00 C=120 PT 22.87 (617) Q 97.13 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0619 PF 0.50 47 37DQ 36.49 2.227 L 1.92 C=120 PT 23.37 ( 37) Q 133.62 F=T,T F 28.00 PE 0.83 RN2 T 29.92 0.1117 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 46 47DQ 134.36 4.352 L 10.96 C=120 PT 27.54 ( 47) Q 267.97 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0155 PF 0.17 PT 27.71 ( 46) 614 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 10.54 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 613 614DQ 35.82 2.227 L 8.00 C=120 PT 22.63 (614) Q 46.36 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 612 613DQ 35.92 2.227 L 8.00 C=120 PT 22.76 (613) Q 82.28 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 611 612DQ 36.21 2.227 L 8.00 C=120 PT 23.12 (612) Q 118.49 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0894 PF 0.72 610 611DQ 36.76 2.227 L 8.00 C=120 PT 23.84 (611) Q 155.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1475 PF 1.18 609 610DQ 37.66 2.227 L 8.00 C=120 PT 25.02 (610) Q 192.91 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 608 609DQ 38.96 2.227 L 8.00 C=120 PT 26.78 (609) Q 231.87 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3097 PF 2.48 607 608DQ 40.73 2.227 L 8.00 C=120 PT 29.26 (608) Q 272.60 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4178 PF 3.34 606 607DQ 42.99 2.227 L 8.00 C=120 PT 32.60 (607) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 605 606 2.227 L 8.00 C=120 PT 36.98 (606) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 604 605 2.227 L 8.00 C=120 PT 41.36 (605) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 603 604 2.227 L 8.00 C=120 PT 45.74 (604) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 602 603 2.227 L 8.00 C=120 PT 50.12 (603) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 601 602 2.227 L 8.00 C=120 PT 54.50 (602) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 27 601 2.227 L 3.35 C=120 PT 58.88 (601) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5478 PF 1.84 17 27 2.227 L 1.50 C=120 PT 60.72 ( 27) Q 315.59 F=T,E F 21.00 PE 0.83 RN1 T 22.50 0.5478 PF 12.33 16 17DQ 315.90 6.357 L 10.96 C=120 PT 73.88 ( 17) Q 631.49 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0120 PF 0.13 PT 74.01 ( 16) 516 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 25.12 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 517 516DQ 35.81 2.227 L 8.00 C=120 PT 22.62 (516) Q 60.94 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0261 PF 0.21 36 517DQ 35.98 2.227 L 8.00 C=120 PT 22.83 (517) Q 96.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0617 PF 0.49 46 36DQ 36.46 2.227 L 2.33 C=120 PT 23.32 ( 36) Q 133.38 F=T,T F 28.00 PE 1.01 RN2 T 30.33 0.1113 PF 3.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 45 46DQ 267.97 4.352 L 11.00 C=120 PT 27.71 ( 46) Q 401.35 F=0 F 0.00 PE 0.00 CM2 T 11.00 0.0327 PF 0.36 PT 28.07 ( 45) 514 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 10.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 513 514DQ 35.79 2.227 L 8.00 C=120 PT 22.59 (514) Q 46.45 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 512 513DQ 35.89 2.227 L 8.00 C=120 PT 22.72 (513) Q 82.34 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 511 512DQ 36.18 2.227 L 8.00 C=120 PT 23.08 (512) Q 118.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0895 PF 0.72 510 511DQ 36.73 2.227 L 8 00 C=120 PT 23.80 (511) Q 155.24 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.1474 PF 1.18 509 510DQ 37.63 2.227 L 8 00 C=120 PT 24.98 (510) Q 192.88 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.2203 PF 1.76 508 509DQ 38.94 2.227 L 8.00 C=120 PT 26.74 (509) Q 231.81 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3096 PF 2.48 507 508DQ 40.70 2.227 L 8.00 C=120 PT 29.22 (508) Q 272.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4176 PF 3.34 506 507DQ 42.96 2.227 L 8.00 C=120 PT 32.56 (507) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 505 506 2.227 L 8.00 C=120 PT 36.94 (506) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 504 505 2.227 L 8.00 C=120 PT 41.32 (505) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 503 504 2.227 L 8.00 C=120 PT 45.70 (504) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 502 503 2.227 L 8.00 C=120 PT 50.08 (503) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 501 502 2.227 L 8.00 C=120 PT 54.46 (502) Q 315.48 F=0 F ' 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 26 501 2.227 L 3.35 C=120 PT 58.84 (501) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5475 PF 1.83 16 26 2.227 L 1.54 C=120 PT 60.67 ( 26) Q 315.48 F=T,E F 21.00 PE 1.01 RN1 T 22.54 0.5475 PF 12.34 15 16DQ 631.50 6.357 L 11.00 C=120 PT 74.02 ( 16) Q 946.97 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0253 PF 0.28 PT 74.30 ( 15) 416 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 25.71 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 417 416DQ 35.92 2.227 L 8.00 C=120 PT 22.70 (416) Q 61.63 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 35 417DQ 36.09 2.227 L 8.00 C=120 PT 22.91 (417) Q 97.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0626 PF 0.50 45 35DQ 36.53 2.227 L 2.75 C=120 PT 23.41 ( 35) Q 134.25 F=T,T F 28.00 PE 1.19 RN2 T 30.75 0.1127 PF 3.47 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 11 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 44 45DQ 401.35 4.352 L 11.13 C=120 PT 28.07 ( 45) Q 535.60 F=0 F 0.00 PE 0.00 CM2 T 11.13 0.0558 PF 0.62 PT 28.69 ( 44) 414 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 413 414DQ 35.90 2.227 L 8.00 C=120 PT 22.67 (414) Q 46.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 412 413DQ 35.99 2.227 L 8.00 C=120 PT 22.79 (413) Q 82.07 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0453 PF 0.36 411 412DQ 36.28 2.227 L 8.00 C=120 PT 23.15 (412) Q 118.35 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 410 411DQ 36.83 2.227 L 8.00 C=120 PT 23.86 (411) Q 155.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1473 PF 1.18 409 410DQ 37.73 2.227 L 8.00 C=120 PT 25.04 (410) Q 192.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 408 409DQ 39.04 2.227 L 8.00 C=120 PT 26.80 (409) Q 231.96 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3099 PF 2.48 407 408DQ 40.80 2.227 L 8.00 C=120 PT 29.28 (408) Q 272.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4183 PF 3.35 406 407DQ 43.07 2.227 L 8.00 C=120 PT 32.63 (407) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 405 406 2.227 L 8.00 C=120 PT 37.02 (406) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 12 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 404 405 2.227 L 8.00 C=120 PT 41.41 (405) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 403 404 2.227 L 8.00 C=120 PT 45.80 (404) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 402 403 2.227 L 8.00 C=120 PT 50.19 (403) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 401 402 2.227 L 8.00 C=120 PT 54.58 (402) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 25 401 2.227 L 3.35 C=120 PT 58.97 (401) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5486 PF 1.84 15 25 2.227 L 1.42 C=120 PT 60.81 ( 25) Q 315.83 F=T,E F 21.00 PE 1.19 RN1 T 22.42 0.5486 PF 12.30 14 15DQ 946.97 6.357 L 11.13 C=120 PT 74.30 ( 15) Q 1262.80 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0431 PF 0.48 PT 74.78 ( 14) 316 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 27.23 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0059 PF 0.05 317 316DQ 36.16 2.227 L 8.00 C=120 PT 23.00 (316) Q 63.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0281 PF 0.22 34 317DQ 36.34 2.227 L 8.00 C=120 PT 23.22 (317) Q 99.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0650 PF 0.52 44 34DQ 36.79 2.227 L 3.08 C=120 PT 23.74 ( 34) Q 136.51 F=T,T F 28.00 PE 1.33 RN2 T 31.08 0.1162 PF 3.61 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 13 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 43 44DQ 535.60 4.352 L 11.13 C=120 PT 28.68 ( 44) Q 672.11 F=0 F 0.00 PE 0.00 CM2 T 11.13 0.0849 PF 0.94 PT 29.62 ( 43) 314 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 8.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0007 PF 0.01 313 314DQ 36.13 2.227 L 8 00 C=120 PT 22.96 (314) Q 45.02 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.0149 PF 0.12 312 313DQ 36.22 2.227 L 8 00 C=120 PT 23.08 (313) Q 81.25 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.0445 PF 0.36 311 312DQ 36.50 2.227 L 8 00 C=120 PT 23.44 (312) Q 117.75 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.0884 PF 0.71 310 311DQ 37.05 2.227 L 8.00 C=120 PT 24.15 (311) Q 154.79 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1467 PF 1.17 309 310DQ 37.94 2.227 L 8 00 C=120 PT 25.32 (310) Q 192.73 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.2200 PF 1.76 308 309DQ 39.23 2.227 L 8 00 C=120 PT 27.08 (309) Q 231.96 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3099 PF 2.48 307 308DQ 40.99 2.227 L 8 00 C=120 PT 29.56 (308) Q 272.95 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.4188 PF 3.35 306 307DQ 43.25 2.227 L 8 00 C=120 PT 32.91 (307) Q 316.20 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.5498 PF 4.40 305 306 2.227 L 8 00 C=120 PT 37.31 (306) Q 316.20 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.5498 PF 4.40 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 14 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 304 305 2.227 L 8.00 C=120 PT 41.71 (305) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 303 304 2.227 L 8.00 C=120 PT 46.11 (304) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 302 303 2.227 L 8.00 C=120 PT 50.51 (303) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 301 302 2.227 L 8.00 C=120 PT 54.91 (302) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 24 301 2.227 L 3.35 C=120 PT 59.31 (301) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5498 PF 1.84 14 24 2.227 L 1.38 C=120 PT 61.15 ( 24) Q 316.20 F=T,E F 21.00 PE 1.33 RN1 T 22.38 0.5498 PF 12.30 13 14DQ 1262.80 6.357 L 11.13 C=120 PT 74.78 ( 14) Q 1579.00 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0651 PF 0.72 PT 75.50 ( 13) 33 43 2.227 L 3.42 C=120 PT 29.64 ( 43) Q 62.85 F=T,T F 28.00 PE -1.48 RN2 T 31.42 0.0277 PF 0.87 217 33DQ 40.67 2.227 L 8.00 C=120 PT 29.03 ( 33) Q 103.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0697 PF 0.56 216 217DQ 41.01 2.227 L 8.00 C=120 PT 29.59 (217) Q 144.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1292 PF 1.03 215 216DQ 41.72 2.227 L 8.00 C=120 PT 30.62 (216) Q 186.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2065 PF 1.65 f SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 15 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 214 215DQ 42.83 2.227 L 8.00 C=120 PT 32.27 (215) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 213 214 2.227 L 8.00 C=120 PT 34.69 (214) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 212 213 2.227 L 8.00 C=120 PT 37.11 (213) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 211 212 2.227 L 8.00 C=120 PT 39.53 (212) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 210 211 2.227 L 8.00 C=120 PT 41.95 (211) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 209 210 2.227 L 8.00 C=120 PT 44.37 (210) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 208 209 2.227 L 8 00 C=120 PT 46.79 (209) Q 229.08 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3029 PF 2.42 207 208 2.227 L 8 00 C=120 PT 49.21 (208) Q 229.08 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3029 PF 2.42 206 207 2.227 L 8 00 C=120 PT 51.63 (207) Q 229.08 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3029 PF 2.42 205 206 2.227 L 8.00 C=120 PT 54.05 (206) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 204 205 2.227 L 8.00 C=120 PT 56.47 (205) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 • SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 16 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 203 204 2.227 L 8.00 C=120 PT 58.89 (204) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 202 203 2.227 L 8.00 C=120 PT 61.31 (203) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 201 202 2.227 L 8.00 C=120 PT 63.73 (202) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 23 201 2.227 L 3.35 C=120 PT 66.15 (201) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.3029 PF 1.01 13 23 2.227 L 1.50 C=120 PT 67.16 ( 23) Q 229.08 F=T,E F 21.00 PE 1.48 RN1 T 22.50 0.3029 PF 6.82 12 13DQ 1579.00 6.357 L 11.00 C=120 PT 75.46 ( 13) Q 1808.09 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0837 PF 0.92 PT 76.38 ( 12) 42 43 4.352 L 11.00 C=120 PT 29.64 ( 43) Q 609.26 F=0 F 0.00 PE 0.00 CM2 T 11.00 0.0708 PF 0.78 32 42DQ -408.00 2.227 L 3.13 C=120 PT 30.42 ( 42) Q 201.26 F=T,T F 28.00 PE -1.36 RN2 T 31.13 0.2383 PF 7.42 22 32 2.227 L 139.35 C=120 PT 36.48 ( 32) Q 201.26 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2383 PF 33.21 12 22 2.227 L 1.54 C=120 PT 69.69 ( 22) Q 201.26 F=T,E F 21.00 PE 1.36 RN1 T 22.54 0.2383 PF 5.37 11 12DQ 1808.09 6.357 L 10.92 C=120 PT 76.42 ( 12) Q 2009.34 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.1017 PF 1.11 PT 77.53 ( 11) SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 17 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42 4.352 L 10.92 C=120 PT 30.42 ( 42) Q 408.00 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0337 PF 0.37 31 41DQ -204.57 2.227 L 2.42 C=120 PT 30.79 ( 41) Q 203.43 F=T,T F 28.00 PE -1.05 RN2 T 30.42 0.2431 PF 7.40 21 31 2.227 L 139.35 C=120 PT 37.14 ( 31) Q 203.43 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2431 PF 33.88 11 21 2.227 L 1.50 C=120 PT 71.02 ( 21) Q 203.43 F=T,E F 21.00 PE 1.05 RN1 T 22.50 0.2431 PF 5.47 10 11DQ 2009.34 8.249 L 10.92 C=120 PT 77.54 ( 11) Q 2212.78 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.0342 PF 0.37 PT 77.91 ( 10) 40 41 4.352 L 10.92 C=120 PT 30.78 ( 41) Q 204.57 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0094 PF 0.10 30 40 2.227 L 1.67 C=120 PT 30.88 ( 40) Q 204.57 F=T,T F 28.00 PE -0.72 RN2 T 29.67 0.2456 PF 7.29 20 30 2.227 L 139.35 C=120 PT 37.45 ( 30) Q 204.57 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2456 PF 34.22 10 20 2.227 L 1.38 C=120 PT 71.67 ( 20) Q 204.57 F=T,E F 21.00 PE 0.72 RN1 T 22.38 0.2456 PF 5.50 9 10DQ 2212.78 8.249 L 44.46 C=120 PT 77.89 ( 10) Q 2417.35 F=E/E F 40.00 PE 0.00 FM T 84.46 0.0403 PF 3.40 8 9 Q 2417.35 8.249 L 25.58 C=120 PT 81.29 ( 9) F=T,GV,2EE F 63.00 PE 10.62 FM T 88.58 0.0403 PF 3.57 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 18 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 7 8 8.249 L 2.00 C=120 PT 95.48 ( 8) Q 2417.35 F=0 F 0.00 PE 0.00 FR T 2.00 0.0403 PF 0.08 6 7DQ 100.00 8.249 L 3.25 C=120 PT 95.56 ( 7) Q 2517.35 F=E F 20.00 PE 0.00 FR T 23.25 0.0434 PF 1.01 COMMENT: 100 GPM INSIDE HOSE ADDED AT NODE 7 ON RISER MANIFOLD. 5 6 8.249 L 0.01 C=120 PT 96.57 ( 6) Q 2517.35 F=0 F 0.00 PE 6.40 FR T 0.01 0.0434 PF 0.00 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.4 PSI LOSS AT 2500-2600 GPM. 4 5 8.265 L 2.75 C=140 PT 102.97 ( 5) Q 2517.35 F=0 F 0.00 PE 1.41 UN T 2.75 0.0323 PF 0.09 0 4 8.265 L 268.00 C=140 PT 104.47 ( 4) Q 2517.35 F=T,2GV,3E F 121.00 PE 0.00 UN T 389.00 0.0323 PF 12.56 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. PT 117.03 ( 0) HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE -WAREHOUSE SSU'S Job Number: TI -001 System No.: ONE Area: STUB UPS ON WAREHOUSE LINES Density: 0.39 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES STUB UPS T L 1.88 Pt 17.92 AREA=89,E=1.88 201-217,301- 34.71 1.049 EO 5.00 0.361 Pe 0.81 317,401-417 34.71 T 6.88 Pf 2.48 Total Pressure: 21.21 K -Line: 7.54 501-517,601- 34.20 1.049 617,701-717 34.20 T L 1.88 Pt 17.39 C=120, K=8.2, AREA=87.68 EO 5.00 0.351 Pe 0.81 E=1.88 T 6.88 Pf 2.42 Total Pressure: 20.62 K -Line: 7.53 218.318.418 T L 1.88 Pt 19.85 C=120, K=8.2, AREA=93.68 36.54 1.049 EO 5.00 0.397 Pe 0.81 E=1.88 36.54 T 6.88 Pf 2.73 Total Pressure: 23.39 K -Line: 7.55 518.618,718 35.99 1.049 35.99 9/25^97 T L 1.88 Pt 19.27 EO 5.00 0.386 Pe 0.81 T 6.88 Pf 2.66 Total Pressure: 22.73 K -Line: 7.55 C=120, K=8.2, AREA=92.29 E=1.88 Page 1 SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 ONE HEAD SHIFT TO THE WEST WAREHOUSE GRID AUXILIARY REMOTE AREA DESIGN DENSITY: .39 GPM / 5,600 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 2,444.83 GPM AT 100.27 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2844.8 GPM 131.39 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 214 41.73 34.71 7.54 30.63 215 40.68 34.71 7.54 29.11 216 40.02 34.71 7.54 28.17 217 39.66 34.71 7.54 27.67 306 42.18 34.71 7.54 31.29 307 39.91 34.71 7.54 28.02 308 38.14 34.71 7.54 25.59 309 36.82 34.71 7.54 23.85 310 35.91 34.71 7.54 22.68 311 35.33 34.71 7.54 21.96 312 35.03 34.71 7.54 21.59 313 34.92 34.71 7.54 21.45 314 34.91 34.71 7.54 21.44 315 34.93 34.71 7.54 21.47 316 35.08 34.71 7.54 21.65 317 35.44 34.71 7.54 22.09 406 42.02 34.71 7.54 31.05 407 39.75 34.71 7.54 27.79 408 37.97 34.71 7.54 25.36 409 36.65 34.71 7.54 23.62 410 35.72 34.71 7.54 22.45 411 35.14 34.71 7.54 21.73 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 412 34.84 34.71 7.54 21.35 413 34.72 34.71 7.54 21.21 414 34.71 34.71 7.54 21.19 415 34.73 34.71 7.54 21.22 416 34.87 34.71 7.54 21.39 417 35.22 34.71 7.54 21.82 506 41.92 34.20 7.53 30.99 507 39.66 34.20 7.53 27.73 508 37.88 34.20 7.53 25.31 509 36.56 34.20 7.53 23.57 510 35.64 34.20 7.53 22.40 511 35.06 34.20 7.53 21.68 512 34.75 34.20 7.53 21.30 513 34.64 34.20 7.53 21.16 514 34.62 34.20 7.53 21.14 515 34.64 34.20 7.53 21.17 516 34.78 34.20 7.53 21.34 517 35.13 34.20 7.53 21.76 606 41.95 34.20 7.53 31.04 607 39.69 34.20 7.53 27.78 608 37.92 34.20 7.53 25.35 609 36.59 34.20 7.53 23.62 610 35.67 34.20 7.53 22.44 611 35.10 34.20 7.53 21.72 612 34.79 34.20 7.53 21.34 613 34.67 34.20 7.53 21.20 614 34.66 34.20 7.53 21.19 615 34.68 34.20 7.53 21.22 616 34.82 34.20 7.53 21.39 617 35.17 34.20 7.53 21.81 706 42.03 34.20 7.53 31.16 707 39.77 34.20 7.53 27.89 708 38.00 34.20 7.53 25.46 709 36.68 34.20 7.53 23.73 710 35.76 34.20 7.53 22.55 711 35.18 34.20 7.53 21.83 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 712 34.88 34.20 7.53 21.45 713 34.76 34.20 7.53 21.31 714 34.75 34.20 7.53 21.30 715 34.78 34.20 7.53 21.33 716 34.92 34.20 7.53 21.50 717 35.27 34.20 7.53 21.94 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2344.83 GPM 100.00 GPM 400.00 GPM 2844.83 GPM 108.68 PSI 0.00 PSI 25.67 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 4 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 715 714 20.57 8.00 0.0 2.227 BL1 0.004 0.00 21.33 21.30 716 715 55.34 8.00 0.0 2.227 BL1 0.022 0.00 21.51 21.33 717 716 90.26 8.00 0.0 2.227 BL1 0.054 0.00 21.94 21.51 38 717 125.53 8.00 0.0 2.227 BL1 0.100 0.00 22.74 21.94 48 38 125.53 1.54 28.0 2.227 RN2 0.100 0.67 26.35 22.74 47 48 125.53 10.96 0.0 4.352 CM2 0.004 0.00 26.39 26.35 713 714 14.18 8.00 0.0 2.227 BL1 0.002 0.00 21.31 21.30 712 713 48.95 8.00 0.0 2.227 BL1 0.017 0.00 21.45 21.31 711 712 83.83 8.00 0.0 2.227 BL1 0.047 0.00 21.83 21.45 710 711 119.01 8.00 0.0 2.227 BL1 0.090 0.00 22.55 21.83 709 710 154.77 8.00 0.0 2.227 BL1 0.147 0.00 23.72 22.55 708 709 191.45 8.00 0.0 2.227 BL1 0.217 0.00 25.46 23.72 707 708 229.44 8.00 0.0 2.227 BL1 0.304 0.00 27.89 25.46 706 707 269.21 8.00 0.0 2.227 BL1 0.408 0.00 31.16 27.89 705 706 311.24 8.00 0.0 2.227 BL1 0.534 0.00 35.43 31.16 704 705 311.24 8.00 0.0 2.227 BL1 0.534 0.00 39.70 35.43 703 704 311.24 8.00 0.0 2.227 BL1 0.534 0.00 43.97 39.70 702 703 311.24 8.00 0.0 2.227 BL1 0.534 0.00 48.24 43.97 701 702 311.24 8.00 0.0 2.227 BL1 0.534 0.00 52.51 48.24 28 701 311.24 3.35 0.0 2.227 BL1 0.534 0.00 54.30 52.51 18 28 311.24 1.38 21.0 2.227 RN1 0.534 0.67 66.92 54.30 17 18 311.24 10.96 0.0 6.357 CM1 0.003 0.00 66.96 66.92 615 614 20.15 8.00 0.0 2.227 BL1 0 003 0.00 21.22 21.19 616 615 54.83 8.00 0.0 2.227 BL1 0 022 0.00 21.39 21.22 617 616 89.65 8.00 0.0 2.227 BL1 0 053 0.00 21.82 21.39 37 617 124.82 8.00 0.0 2.227 BL1 0 098 0.00 22.61 21.82 47 37 124.82 1.92 28.0 2.227 RN2 0 098 0.83 26.39 22.61 46 47 250.35 10.96 0.0 4.352 CM2 0 014 0.00 26.54 26.39 613 614 14.52 8.00 0.0 2.227 BL1 0.002 0.00 21.20 21.19 612 613 49.19 8.00 0.0 2.227 BL1 0.018 0.00 21.34 21.20 611 612 83.98 8.00 0.0 2.227 BL1 0.047 0.00 21.72 21.34 610 611 119.07 8.00 0.0 2.227 BL1 0.090 0.00 22.44 21.72 609 610 154.75 8.00 0.0 2.227 BL1 0.147 0.00 23.61 22.44 608 609 191.34 8.00 0.0 2.227 BL1 0.217 0.00 25.35 23.61 607 608 229.25 8.00 0.0 2.227 BL1 0.303 0.00 27.78 25.35 606 607 268.94 8.00 0.0 2.227 BL1 0.407 0.00 31.04 27.78 605 606 310.89 8.00 0.0 2.227 BL1 0.533 0.00 35.30 31.04 604 605 310.89 8.00 0.0 2.227 BL1 0.533 0.00 39.56 35.30 603 604 310.89 8.00 0.0 2.227 BL1 0.533 0.00 43.82 39.56 602 603 310.89 8.00 0.0 2.227 BL1 0.533 0.00 48.08 43.82 601 602 310.89 8.00 0.0 2.227 BL1 0.533 0.00 52.34 48.08 27 601 310.89 3.35 0.0 2.227 BL1 0.533 0.00 54.12 52.34 17 27 310.89 1.50 21.0 2.227 RN1 0.533 0.83 66.94 54.12 16 17 622.14 10.96 0.0 6.357 CM1 0.012 0.00 67.07 66.94 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 FROM TO FLOW LENGTH FITTING 515 514 19.95 8.00 0.0 516 515 54.59 8.00 0.0 517 516 89.38 8.00 0.0 36 517 124.51 8.00 0.0 46 36 124.51 2.33 28.0 45 46 374.86 11.00 0.0 513 514 14.68 8.00 0.0 512 513 49.31 8.00 0.0 511 512 84.06 8.00 0.0 510 511 119.12 8.00 0.0 509 510 154.76 8.00 0.0 508 509 191.32 8.00 0.0 507 508 229.20 8.00 0.0 506 507 268.86 8.00 0.0 505 506 310.78 8.00 0.0 504 505 310.78 8.00 0.0 503 504 310.78 8.00 0.0 502 503 310.78 8.00 0.0 501 502 310.78 8.00 0.0 26 501 310.78 3.35 0.0 16 26 310.78 1.54 21.0 15 16 932.91 11.00 0.0 415 414 20.31 8.00 0.0 416 415 55.04 8.00 0.0 417 416 89.92 8.00 0.0 35 417 125.14 8.00 0.0 45 35 125.14 2.75 28.0 44 45 500.00 11.13 0.0 413 414 14.40 8.00 0.0 412 413 49.12 8.00 0.0 411 412 83.96 8.00 0.0 410 411 119.10 8.00 0.0 409 410 154.82 8.00 0.0 408 409 191.47 8.00 0.0 407 408 229.44 8.00 0.0 406 407 269.19 8.00 0.0 405 406 311.21 8.00 0.0 404 405 311.21 8.00 0.0 403 404 311.21 8.00 0.0 402 403 311.21 8.00 0.0 401 402 311.21 8.00 0.0 25 401 311.21 3.35 0.0 15 25 311.21 1.42 21.0 14 15 1244.12 11.13 0.0 DIAM TYPE PSI/Ft S -LOSS PRESSURES 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 0.003 0.00 21.17 21.14 0.021 0.00 21.34 21.17 0.053 0.00 21.76 21.34 0.098 0.00 22.54 21.76 0.098 1.01 26.52 22.54 0.029 0.00 26.84 26.52 0.002 0.00 21.16 21.14 0.018 0.00 21.30 21.16 0.047 0.00 21.68 21.30 0.090 0.00 22.40 21.68 O .147 0.00 23.57 22.40 0.217 0.00 25.31 23.57 0.303 0.00 27.74 25.31 0.407 0.00 31.00 27.74 0.533 0.00 35.26 31.00 0.533 0.00 39.52 35.26 0.533 0.00 43.78 39.52 0.533 0.00 48.04 43.78 0.533 0.00 52.30 48.04 O .533 0.00 54.08 52.30 0.533 1.01 67.09 54.08 0.025 0.00 67.36 67.09 0.003 0.00 21.22 21.19 0.022 0.00 21.39 21.22 0.054 0.00 21.82 21.39 0.099 0.00 22.61 21.82 0.099 1.19 26.84 22.61 0.049 0.00 27.39 26.84 0.002 0.00 21.20 21.19 0.018 0.00 21.34 21.20 0.047 0.00 21.72 21.34 0.090 0.00 22.44 21.72 0.147 0.00 23.61 22.44 0.217 0.00 25.35 23.61 O .304 0.00 27.78 25.35 O .408 0.00 31.05 27.78 0.534 0.00 35.32 31.05 0.534 0.00 39.59 35.32 0.534 0.00 43.86 39.59 0.534 0.00 48.13 43.86 0.534 0.00 52.40 48.13 0.534 0.00 54.19 52.40 0.534 1.19 67.35 54.19 O .042 0.00 67.82 67.35 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 FROM TO FLOW LENGTH FITTING 315 314 316 315 317 316 34 317 44 34 43 44 21.45 56.38 91.47 126.90 126.90 626.90 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.08 28.0 11.13 0.0 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13 314 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13.46 48.38 83.41 118.75 154.65 191.48 229.62 269.53 311.71 311.71 311.71 311.71 311.71 311.71 311.71 1555.83 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.38 21.0 11.13 0.0 33 217 216 215 214 213 212 211 210 209 208 207 206 205 204 203 202 201 23 13 12 43 57.66 33 57.66 217 97.32 216 137.34 215 178.02 214 219.76 213 219.76 212 219.76 211 219.76 210 219.76 209 219.76 208 219.76 207 219.76 206 219.76 205 219.76 204 219.76 203 219.76 202 219.76 201 219.76 23 219.76 13 1775.59 3.42 28.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.50 21.0 11.00 0.0 42 43 569.24 11.00 0.0 DIAM TYPE PSI/Ft S -LOSS PRESSURES 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 RN2 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 0.004 0.00 21.47 21.44 0.023 0.00 21.65 21.47 O .055 0.00 22.09 21.65 O .102 0.00 22.90 22.09 0.102 1.33 27.39 22.90 0.075 0.00 28.22 27.39 O .002 0.00 21.45 21.44 0.017 0.00 21.59 21.45 O .047 0.00 21.96 21.59 0.090 0.00 22.68 21.96 0.146 0.00 23.85 22.68 O .217 0.00 25.59 23.85 0.304 0.00 28.02 25.59 0.409 0.00 31.29 28.02 0.535 0.00 35.57 31.29 0.535 0.00 39.85 35.57 0.535 0.00 44.13 39.85 0.535 0.00 48.41 44.13 0.535 0.00 52.69 48.41 0.535 0.00 54.48 52.69 O .535 1.33 67.79 54.48 0.063 0.00 68.50 67.79 0.024 -1.48 27.49 28.23 O .024 0.00 27.68 27.49 0.062 0.00 28.18 27.68 0.117 0.00 29.12 28.18 0.190 0.00 30.64 29.12 0.280 0.00 32.88 30.64 0.280 0.00 35.12 32.88 0.280 0.00 37.36 35.12 O .280 0.00 39.60 37.36 0.280 0.00 41.84 39.60 0.280 0.00 44.08 41.84 O .280 0.00 46.32 44.08 O .280 0.00 48.56 46.32 O .280 0.00 50.80 48.56 0.280 0.00 53.04 50.80 0.280 0.00 55.28 53.04 O .280 0.00 57.52 55.28 0.280 0.00 59.76 57.52 O .280 0.00 60.70 59.76 0.280 1.48 68.49 60.70 O .081 0.00 69.38 68.49 4.352 CM2 0.063 0.00 28.92 28.23 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 FROM TO FLOW 32 42 187.88 22 32 187.88 12 22 187.88 11 12 1963.46 LENGTH FITTING DIAM TYPE 3.13 28.0 2.227 RN2 139.35 0.0 2.227 BL1 1.54 21.0 2.227 RN1 10.92 0.0 6.357 CM1 41 42 381.37 31 41 190.12 21 31 190.12 11 21 190.12 10 11 2153.58 10.92 2.42 139.35 1.50 10.92 40 41 191.25 30 40 191.25 20 30 191.25 10 20 191.25 9 10 2344.83 8 9 2344.83 7 8 2344.83 6 7 2444.83 10.92 1.67 139.35 1.38 44.46 25.58 2.00 3.25 O .0 28.0 0.0 21.0 O .0 0.0 28.0 0.0 21.0 40.0 63.0 O .0 20.0 HOSE 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 CM1 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 FM 8.249 FM 8.249 FR 8.249 FR PSI/Ft S -LOSS PRESSURES 0.210 -1.36 34.09 28.92 0.210 0.00 63.34 34.09 0.210 1.36 69.43 63.34 0.097 0.00 70.49 69.43 0.030 0.00 29.24 34.72 64.61 70.49 70.84 0.214 -1.05 0.214 0.00 0.214 1.05 0.032 0.00 0.008 0.00 O .217 -0.72 O .217 0.00 O .217 0.72 O .038 0.00 0.03E 10.62 0.038 0.00 0.041 0.00 29.33 35.05 65.28 70.85 74.07 88.06 88.14 89.10 28.91 29.24 34.72 64.61 70.49 29.24 29.33 35.05 65.28 70.85 74.07 88.06 88.14 COMMENT: 100 GPM INSIDE ADDED AT NODE 7 ON RISER MANIFOLD. 5 6 2444.83 0.01 0.0 8.249 FR 0.041 6.20 95.30 89.10 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.2 PSI LOSS AT 2400-2500 GPM 4 5 2444.83 2.75 0.0 8.265 UN 0.031 1.41 96.79 95.30 0 4 2444.83 268.00 121.0 8.265 UN 0.031 0.00 108.69 96.79 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 2ND FLOOR OFFICE-SSP'S AUXILIARY REMOTE AREA DESIGN DENSITY: .15 GPM / 1,500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 493.72 GPM AT 102.76 PSI AUXILIARY SUBMITTAL SHEPARD AMBULANCE SYSTEM ONE -WET .15 GPM / 1,500 SF. FILE NAME: 1001WT2P SERIAL NO:2244HY1 SFS JOB NUMBER: T1-001 2ND FLOOR OFFICE: SSP'S BELOW CEILING PER CITY OF TUKWILA. 09-25-1997 PAGE 1 SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 643.7 GPM 148.81 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 22.69 18.53 5.62 16.30 202 20.94 18.53 5.62 13.88 203 20.40 19.50 5.62 13.17 204 19.50 19.50 5.62 12.04 205 18.76 16.80 5.62 11.14 206 18.55 14.87 5.62 10.90 207 18.51 16.50 5.62 10.85 208 24.16 18.00 5.62 18.47 209 22.41 18.00 5.62 15.90 210 21.62 14.87 5.62 14.80 211 21.09 19.50 5.62 14.08 212 20.81 18.00 5.62 13.71 213 20.63 18.00 5.62 13.47 214 26.23 18.00 5.62 21.78 215 24.90 18.00 5.62 19.63 216 24.49 16.20 5.62 18.98 217 24.20 16.20 5.62 18.54 218 23.85 19.50 5.62 18.00 SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 50 OUTFLOWS AT 240 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 254 TO 264 393.72 GPM 50.00 GPM 50.00 GPM 150.00 GPM 643.72 GPM 104.79 PSI 0.00 PSI 18.55 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 224 204 19.50 3.29 7.0 1.049 AO 0.124 -1.12 12.20 12.04 238 218 23.85 7.87 7.0 1.049 AO 0.180 -1.88 18.80 18.00 237 238 23.85 3.00 0.0 1.752 BN1 0.015 0.00 18.84 18.80 237 217 24.20 4.79 7.0 1.049 AO 0.185 -1.88 18.84 18.54 236 237 48.05 9.00 0.0 1.752 BN1 0.054 0.00 19.33 18.84 236 216 24.49 4.79 7.0 1.049 AO 0.189 -1.88 19.33 18.98 235 236 72.53 8.00 0.0 1.752 BN1 0.116 0.00 20.26 19.33 235 215 24.90 5.88 7.0 1.049 AO 0.195 -1.88 20.26 19.63 234 235 97.43 12.00 0.0 1.752 BN1 0.200 0.00 22.66 20.26 234 214 26.23 5.88 7.0 1.049 AO 0.215 -1.88 22.67 21.78 262 234 123.66 81.08 12.0 1.752 BN1 0.311 0.00 51.66 22.67 252 262 123.66 3.58 24.0 1.752 NR1 0.311 1.55 61.80 51.66 233 213 20.63 5.21 7.0 1.049 AO 0.138 -1.59 13.56 13.47 232 233 20.63 10.00 0.0 1.752 BN1 0.011 0.00 13.67 13.56 232 212 20.81 4.13 7.0 1.049 AO 0.140 -1.59 13.68 13.71 231 232 41.43 10.00 0.0 1.752 BN1 0.041 0.00 14.09 13.68 231 211 21.09 4.13 7.0 1.049 AO 0.144 -1.59 14.09 14.08 230 231 62.52 9.00 0.0 1.752 BN1 0.088 0.00 14.88 14.09 230 210 21.62 4.13 7.0 1.049 AO 0.150 -1.59 14.88 14.80 229 230 84.14 8.00 0.0 1.752 BN1 0.153 0.00 16.10 14.88 229 209 22.41 4.13 7.0 1.049 AO 0.161 -1.59 16.10 15.90 228 229 106.55 12.00 0.0 1.752 BN1 0.236 0.00 18.94 16.10 228 208 24.16 4.13 7.0 1.049 AO 0.184 -1.59 18.93 18.47 263 228 130.71 80.00 12.0 1.752 BN1 0.345 0.00 50.67 18.93 253 263 130.71 2.92 24.0 1.752 NR1 0.345 1.27 61.23 50.67 227 207 18.51 3.58 7.0 1.049 AO 0.113 -1.12 10.92 10.85 226 227 18.51 6.00 0.0 1.752 BN1 0.009 0.00 10.98 10.92 226 206 18.55 3.58 7.0 1.049 AO 0.113 -1.12 10.98 10.90 225 226 37.07 8.00 0.0 1.752 BN1 0.034 0.00 11.25 10.98 225 205 18.76 3.58 7.0 1.049 AO 0.116 -1.12 11.24 11.14 224 225 55.83 1.29 12.0 1.752 BN1 0.072 0.00 12.19 11.24 223 224 75.33 10.00 0.0 1.752 BN1 0.124 0.00 13.43 12.19 223 203 20.40 3.29 7.0 1.049 AO 0.135 -1.12 13.44 13.17 • AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P 09-25-1997 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE 222 223 95.72 4.00 0.0 1.752 BN1 222 202 20.94 3.29 7.0 1.049 AO 221 222 116.66 9.50 0.0 1.752 BN1 221 201 22.69 264 221 139.35 254 264 139.35 3.29 7.0 85.83 0.0 1.83 24.0 41 40 382.76 42 41 324.25 43 42 267.87 50 43 212.98 44 50 262.98 COMMENT: 50 GPM 45 44 209.31 46 45 156.53 47 46 104.24 48 47 52.12 38 48 52.12 28 38 52.12 18 28 52.12 17 18 52.12 10.92 10.92 11.00 3.00 8.13 INSIDE 11.13 11.00 10.00 10.00 1.54 139.35 1.38 10.00 1.049 AO 1.752 BN1 1.752 NR1 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 HOSE ADDED AT NODE 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 28.0 2.227 RN2 0.0 2.227 BL1 21.0 2.227 RN1 0.0 6.357 CM1 37 47 52.12 1.92 28.0 27 37 52.12 139.35 0.0 17 27 52.12 1.50 21.0 16 17 104.24 10.00 0.0 36 46 52.29 2.33 28.0 26 36 52.29 139.35 0.0 16 26 52.29 1.54 21.0 15 16 156.53 11.00 0.0 35 45 52.78 2.75 28.0 25 35 52.78 139.35 0.0 15 25 52.78 1.42 21.0 14 15 209.31 11.13 0.0 34 44 53.67 3.08 28.0 24 34 53.67 139.35 0.0 14 24 53.67 1.38 21.0 13 14 262.98 11.13 0.0 33 43 54.88 3.42 28.0 23 33 54.88 139.35 0.0 13 23 54.88 1.50 21.0 12 13 317.87 11.00 0.0 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 PSI/Ft S -LOSS PRESSURES 0.194 0.00 14.22 13.44 0.142 -1.12 14.22 13.88 0.280 0.00 16.88 14.22 0.164 -1.12 0.388 0.00 0.388 0.79 0.030 0.00 0.022 0.00 0.015 0.00 0.010 0.00 0.015 0.00 16.87 50.21 61.03 82.25 82.49 82.66 82.69 82.81 50 ON CROSS MAIN. 0.010 0.006 0.003 0.001 0.020 0.020 0.020 0.000 0.00 O .00 O .00 0.00 -0.67 O .00 0.67 0.00 0.020 -0.83 0.020 0.00 0.020 0.83 0.000 0.00 0.020 0.020 0.020 0.001 0.020 0.020 0.020 0.002 0.021 0.021 0.021 0.002 0.022 0.022 O .022 O .003 - 1.01 0.00 1.01 0.00 - 1.19 O .00 1.19 0.00 - 1.33 O .00 1.33 0.00 - 1.48 0.00 1.48 0.00 82.92 82.98 83.01 83.02 82.93 85.66 86.77 86.77 82.77 85.50 86.77 86.77 82.57 85.32 86.77 86.78 82.34 85.13 86.77 86.79 82.12 85.00 86.79 86.82 81.85 84.85 86.81 86.85 16.30 16.87 50.21 81.92 82.25 82.49 82.66 82.69 82.81 82.92 82.98 83.01 83.02 82.93 85.66 86.77 83.01 82.77 85.50 86.77 82.98 82.57 85.32 86.77 82.92 82.34 85.13 86.77 82.81 82.12 85.00 86.79 82.65 81.85 84.85 86.81 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 5 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 32 42 56.39 3.13 28.0 2.227 RN2 0.023 -1.36 81.82 82.48 22 32 56.39 139.35 0.0 2.227 BL1 0.023 0.00 84.97 81.82 12 22 56.39 1.54 21.0 2.227 RN1 0.023 1.36 86.84 84.97 11 12 374.25 10.92 0.0 6.357 CM1 0.004 0.00 86.89 86.84 31 41 58.51 2.42 28.0 2.227 RN2 0.024 -1.05 81.93 82.24 21 31 58.51 139.35 0.0 2.227 BL1 0.024 0.00 85.30 81.93 11 21 58.51 1.50 21.0 2.227 RN1 0.024 1.05 86.89 85.30 10 11 432.76 10.92 0.0 8.249 CM1 0.002 0.00 86.91 86.89 30 40 60.96 1.67 28.0 2.227 RN2 0.026 -0.72 81.98 81.92 20 30 60.96 139.35 0.0 2.227 BL1 0.026 0.00 85.63 81.98 10 20 60.96 1.38 21.0 2.227 RN1 0.026 0.72 86.94 85.63 253 254 139.35 12.00 0.0 3.352 FM2 0.016 0.00 61.23 61.03 252 253 270.06 10.00 0.0 3.352 FM2 0.056 0.00 61.79 61.23 240 252 393.72 31.00 0.0 3.352 FM2 0.113 0.00 65.28 61.79 40 240 443.72 68.42 50.0 3.352 FM2 0.140 0.00 81.92 65.28 COMMENT: 50 GPM INSIDE HOSE ADDED AT NODE 240 ON CROSS MAIN. 9 10 493.72 44.46 40.0 8.249 FM 0.002 0.00 87.10 86.92 8 9 493.72 25.58 63.0 8.249 FM 0.002 10.62 97.91 87.10 7 8 493.72 2.00 0.0 8.249 FR 0.002 0.00 97.91 97.91 6 7 493.72 3.25 20.0 8.249 FR 0.002 0.00 97.96 97.91 5 6 493.72 0.01 0.0 8.249 FR 0.002 4.80 102.76 97.96 COMMENT: 8" FEBCO MODEL 876 DCDA. 4.8 PSI LOSS AT 400-500 GPM. 4 5 493.72 2.75 0.0 8.265 UN 0.002 1.41 104.17 102.76 0 4 493.72 268.00 121.0 8.265 UN 0.002 0.00 104.79 104.17 COMMENT: 150 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION., sfs SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: TWO HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP / OFFICE HAZARD CLASS PER NFPA 13 : EXTRA HAZARD -GROUP 1. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .245 GPM OVER THE MOST HYDRAULICALLY REMOTE 3850 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 100 GPM TWO CONNECTIONS TO MAIN PIPING. OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: 150 GPM NA GPM CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 130 G 8.2 SQUARE FEET TEMPERATURE: ORIFICE SIZE: 165 ° F 17/32" 300 WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE 1989 SCOTT WEBSTER OF WSRB. GATEWAY DRIVE BASE OF RISER DEMAND 1446.22 GPM REQUIRED AT 114.89 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 1846.22 GPM REQUIRED AT 119.69 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP w 0 H W gmakrajA 0 U) w cc 0 0 ire MUM, o_ a 0 t, .I*yl,1ul\i O SHEET OF 1 Il.:::■.:■ i.::I J::::: ■ ::i:i::l■■:: 1 ■ I.l.il...! le.-_ a...il...11i...l.ii..i.` ...■ . ■. ■.■ ■ .■ ■■ tr......■ ■.... . . ■.■ ill 1 rm.'s' 111.1 l..il; ■......I1....■ Ili Ili ..llil■Cll :lil■Ill hulllllll:li ul ;.1.I::uii;..• ..ii:::!l:!::i::iiiniilil!ii� 1111111111i - iiliiuuiiiluiliiiiiiil ■/iaul.a.u.i.al.iuua■... aii■■iiiiiiiiiii■■iiiii■...................■r,.......■ 1111 .im riiiiiii..■■.■.■....■■...i.■..■...........11......■. onoUMiiiiiia.i■i.■i■iiiiiiii■iiii■a.iiiii■iiii/iiii.iii 1111 MOO ...■...........■.....■■.■.■■■■..■■■......i..■..... 1111 MU �' �l =• �= SOSOs� � � N � _ MONNOMMONOMMONOMONN_ 1.a.u..11ono Inn 11111 iiiii ...i....................a................r........... 1111 W 7 ::::: i:iiiiu.:i.i:iui:uil::i::ui:ii:i:iiiaiiiiiuuuiu ilii a °C ••••. iii ... iuu:n::::iiunniNNOM i:iuiii::n iuiii ilii FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly,8 in 8 6 Headloss (psi) 4 2 0 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. 800 Data Points: rfps . 0 :I:6- 1.3 ; 1.9 2.6 I 3.2 - i 3.8- 14.5 15.1- f5.'7 1-6.4 17 1-T7 -8.3 181.-9-- 9.6 gpm . 0 1-1D-0 : 200 300 1 4D-0 500 1-100 70D 1800 1 -9 -OD 1--1a00 -llTJOm2UOjT3Otrj1400 . 1500 _ psi -4.2 15.6 : 5.4 5.1 : 4.8 4.7 4.5 ;44 14.3 - 143 , 4.3 14.3 1-43 4.3- HI44 H 4.5 , 1 fps 102 flIOT9 T11.5 12.1 ' 12.8 f 13.4 14 14.7 115.3 j 16 166 1772 1-1791 gpm-----I-11600 1170D 1800-1 1900 , 200-0 12100 2200 1 2300 12400 11-2500 2600 -270-0 1-2800 1 , ; i 1 , psi 14.6 77- -1-4.8 570 5-2 5.3 5-.5- 15.8 6.0 62 6.4 61.7 -16.9 -1 F1c1niFEBCOVve SetteF1M-o el-# 611 1 0 '700 . '400 61-1(1 '14fin 16C(1 1 ROO ',non '72 -Inn li,trn t5aiii-1 inn() : 190n gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. 800 Data Points: rfps . 0 :I:6- 1.3 ; 1.9 2.6 I 3.2 - i 3.8- 14.5 15.1- f5.'7 1-6.4 17 1-T7 -8.3 181.-9-- 9.6 gpm . 0 1-1D-0 : 200 300 1 4D-0 500 1-100 70D 1800 1 -9 -OD 1--1a00 -llTJOm2UOjT3Otrj1400 . 1500 _ psi -4.2 15.6 : 5.4 5.1 : 4.8 4.7 4.5 ;44 14.3 - 143 , 4.3 14.3 1-43 4.3- HI44 H 4.5 , 1 fps 102 flIOT9 T11.5 12.1 ' 12.8 f 13.4 14 14.7 115.3 j 16 166 1772 1-1791 gpm-----I-11600 1170D 1800-1 1900 , 200-0 12100 2200 1 2300 12400 11-2500 2600 -270-0 1-2800 1 , ; i 1 , psi 14.6 77- -1-4.8 570 5-2 5.3 5-.5- 15.8 6.0 62 6.4 61.7 -16.9 -1 F1c1niFEBCOVve SetteF1M-o el-# 611 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS DROP 1 81 121 DROP 2 BL 121,122,123 E,T L 3.33 Pt 15.09 AREA=130 31.85 1.049 EQ 7.00 0.308 Pe 0.57 31.85 T 10.33 Pf 3.18 Total Pressure: 18.84 K -Line: 7.34 T L 1.33 Pt 12.44 C=120,E=1.33,AREA=118.06 28.92 1.049 EQ 5.00 0.258 Pe 0.57 28.92 T 6.33 Pf 1.63 Total Pressure: 14.65 K -Line: 7.56 T L 1.33 Pt 13.47 C=120,E=1.33,AREA=122.85 DROP3 30.10 1.049 EQ 5.00 0.277 Pe 0.57 81121 30.10 T 6.33 Pf 1.75 Total Pressure: 15.80 K -Line: 7.57 T L 1.33 Pt 14.95 C=120,E=1.33,AREA=129.42 DROP4 31.71 1.049 EQ 5.00 0.305 Pe 0.57 81 122 31.71 T 6.33 Pf 1.93 Total Pressure: 17.46 K -Line: 7.59 T L 2.33 Pt 15.09 C=120,E=1.33,AREA=130 DROP5 31.85 1.049 EQ 5.00 0.308 Pe 0.57 81 123 31.85 T 7.33 Pf 2.26 Total Pressure: 17.92 K -Line: 7.52 E,T L 3.13 Pt 15.09 C=120,E=1.33,AREA=130 DROP6 31.85 1.049 EQ 7.00 0.308 Pe 0.57 BL123 31.85 T 10.13 Pf 3.12 Total Pressure: 18.78 K -Line: 7.35 E,T L 3.13 Pt 13.56 C=120,E=1.33,AREA=123.25 DROP 7 30.20 1.049 EQ 7.00 0.279 Pe 0.57 BL123 30.20 T 10.13 Pf 2.83 Total Pressure: 16.96 K -Line: 7.33 T L 1.33 Pt 14.51 C=120,E=1.33,AREA=127.5 DROP8 31.24 1.049 EQ 5.00 0.297 Pe 0.57 BL 124 31.24 T 6.33 Pf 1.88 Total Pressure: 16.97 K -Line: 7.58 T L 1.33 Pt 11.79 C=120,E=1.33,AREA=114.9 DROP9 28.15 1.049 EQ 5 .00 0.245 Pe 0.57 BL 124 28.15 T 6.33 Pf 1.55 Total Pressure: 13.91 K -Line: 7.55 T L 1.33 Pt 9.15 C=120,E=1.33,AREA=101.25 DROP 10 24.81 1.049 EQ 5.00 0.194 Pe 0.57 BL 125 24.81 T 6.33 Pf 1.23 Total Pressure: 10/15/97 10.95 K -Line: 7.50 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 121 L 11.33 Pt 18.84 DROP 1 SSP -1 31.85 2.227 EQ 0.00 0.008 Pe 0.00 31.85 T 11.33 Pf 0.09 L 11.33 Pt 18.93 DROP 2 SSP -2 32.88 2.227 EQ 0.00 0.029 Pe 0.00 64.73 T 11.33 Pf 0.33 L 11.33 Pt 19.26 DROP 2 SSP -3 33.17 2.227 EQ 0.00 0.063 Pe 0.00 97.90 T 11.33 Pf 0.71 L 11.33 Pt 19.98 DROP 2 SSP -4 33.78 2.227 EQ 0.00 0.109 Pe 0.00 131.68 T 11.33 Pf 1.24 L 11.79 Pt 21.21 DROP 3 SSP -5 34.87 2.227 EQ 0.00 0.169 Pe 0.00 166.56 T 11.79 Pf 1.99 L 11.33 Pt 23.20 DROP 2 SSP -6 36.40 2.227 EQ 0.00 0.243 Pe 0.00 202.96 T 11.33 Pf 2.75 E,T L 42.75 Pt 25.95 DROP 3,E=2.75 SSP -7 TO 38.57 2.227 EQ 21.57 0.335 Pe 1.19 BOT.OFRN 241.53 T 64.32 Pf 21.56 Total Pressure: 48.70 K -Line: 34.61 Max Velocity: 19.9 ft/s BL 122 L 11.33 Pt 14.65 DROP 2 SSP -1 28.92 2.227 EQ 0.00 0.007 Pe 0.00 28.92 T 11.33 Pf 0.07 L 11.33 Pt 14.72 DROP 2 SSP -2 29.00 2.227 EQ 0.00 0.024 Pe 0.00 57.92 T 11.33 Pf 0.27 L 9.17 Pt 14.99 DROP 2 SSP -3 29.26 2.227 EQ 0.00 0.051 Pe 0.00 87.19 T 9.17 Pf 0.47 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 15.46 PRESSURE OF 17.46 PSI AT SSP -4. ADJUSTED FLOW 92.65 L 12.42 Pt 17.46 DROP 4 SSP -4 31.71 2.227 EQ 0.00 0.098 Pe 0.00 124.36 T 12.42 Pf 1.22 L 12.42 Pt 18.68 DROP 4 SSP -5 32.80 2.227 EQ 0.00 0.151 Pe 0.00 157.16 T 12.42 Pf 1.88 L 11.33 Pt 20.56 DROP 4 SSP -6 34.41 2.227 EQ 0.00 0.218 Pe 0.00 191.57 T 11.33 Pf 2.47 E,T L 54.00 Pt 23.03 DROP 2,E=2.75 SSP -7 TO 36.27 2.227 EQ 21.57 0.301 Pe 1.19 BOT.OFRN 227.84 T 75.57 Pf 22.74 Total Pressure: 46.96 10/15/97 K -Line: 33.25 Max Velocity: 18.8 ftls Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number. T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 123 L 6.42 Pt 17.92 DROP 5 SSP -1 31.85 2.227 EQ 0.00 0.000 Pe 0.00 31.85 T 6.42 Pf 0.05 L 11.33 Pt 17.97 DROP 2 SSP -2 32.04 2.227 EQ 0.00 0.029 Pe 0.00 63.89 T 11.33 Pf 0.32 L 11.33 Pt 18.29 DROP 2 SSP -3 32.32 2.227 EQ 0.00 0.061 Pe 0.00 96.21 T 11.33 Pf 0.69 L 11.33 Pt 18.98 DROP 2 SSP -4 32.93 2.227 EQ 0.00 0.105 Pe 0.00 129.14 T 11.33 Pf 1.19 L 10.25 Pt 20.18 DROP 2 SSP -5 33.95 2.227 EQ 0.00 0.162 Pe 0.00 163.09 T 10.25 Pf 1.66 L 9.00 Pt 21.84 DROP 6 SSP 6 34.35 2.227 EQ 0.00 0.231 Pe 0.00 197.43 T 9.00 Pf 2.08 L 11.33 Pt 23.92 DROP 6 SSP -7 35.94 2.227 EQ 0.315 pe 0.00 233.38 T 11.330.00 Pf 3.56 E,T L 48.92 Pt 27.48 DROP 7,E=2.75 SSP-8TO 38.44 2.227 EQ 21.57 0.417 Pe 1.19 BOT.OFRN 271.81 T 70.49 Pf 29.40 Total Pressure: 58.07 10/15/97 K -Line: 35.67 Max Velocity: 22.4 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 124 L 8.50 Pt 16.97 DROP 8 SSP -1 31.24 2.227 EQ 0.00 0.008 Pe 0.00 31.24 T 8.50 Pf 0.06 L 8.50 Pt 17.03 DROP 8 SSP -2 31.30 2.227 EQ 0.00 0.028 Pe 0.00 62.53 T 8.50 Pf 0.23 L 8.50 Pt 17.27 DROP 8 SSP -3 31.51 2.227 EQ 0.00 0.059 Pe 0.00 94.05 T 8.50 Pf 0.50 L 6.08 Pt 17.76 DROP 8 SSP -4 31.96 2.227 EQ 0.00 0.101 Pe 0.00 126.01 T 6.08 Pf 0.61 L 7.67 Pt 18.37 DROP 9 SSP -5 32.35 2.227 EQ 0.00 0.154 Pe 0.00 158.36 T 7.67 Pf 1.18 L 6.75 Pt 19.55 DROP 9 SSP -6 33.37 2.227 EQ 0.00 0.219 Pe 0.00 191.74 T 6.75 Pf 1.48 L 6.75 Pt 21.03 DROP 10 SSP -7 34.37 2.227 EQ 0.00 0.297 Pe 0.00 226.11 T 6.75 Pf 2.00 L 6.75 Pt 23.03 DROP 10 SSP -8 35.97 2.227 EQ 0.00 0.390 Pe 0.00 262.08 T 6.75 Pf 2.63 L 8.50 Pt 25.66 DROP 8 SSP -9 38.42 2.227 EQ 0.00 o.so2 Pe 0.00 300.49 T 8.50 Pf 4.27 E,T L 45.71 Pt 29.93 DROP 8,E=2.75 SSP -10 TO 41.49 2.727 EQ 29.21 0.238 Pe 1.19 B.O. RN. 341.98 T 74.92 Pf 17.84 Total Pressure: 48.95 10/15/97 K -Line: 48.88 Max Velocity: 24.8 ft/s Page 4 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES ORANGE MAIN EA L 10.42 Pt 48.70 BL 121 ADD BL 121 241.53 4.352 EQ 0.00 0.013 Pe 0.00 241.53 T 10.42 Pf 0.13 L 10.42 Pt 48.84 BL 122 ADD BL 122 232.35 4.352 EQ 0.00 0.045 Pe 0.00 473.88 T 10.42 Pf 0.47 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 49.30 PRESSURE OF 58.07 PSI AT ADD BL 123. ADJUSTED FLOW 514.28 L 10.42 Pt 58.07 BL 123 ADD BL 123 271.81 4.352 EQ 0 .00 0.114 Pe 0.00 786.09 T 10.42 Pf 1.19 2E,T L 17.29 Pt 59.26 BL 124 ADD BL 124 376.25 4.352 EQ 58.44 0.235 Pe 0.00 1,162.34 T 75.73 Pf 17.83 Total Pressure: 77.09 K -Line: 132.38 Max Velocity: 25.1 ft/s YELLOW MAIN SSP -8 SSP -9 TO B.O. RN. L 8.50 Pt 16.97 DROP 8, HOSE= 50 81.24 3.352 EQ 0.00 0.000 Pe 0.00 81.24 T 8.50 Pf 0.00 E,T L 34.29 Pt 16.97 DROP 8 31.24 3.352 EQ 33.86 0.011 Pe 0.00 112.48 T 68.15 Pf 0.76 Total Pressure: 17.73 K -Line: 26.71 Max Velocity: 4.1 ft/s ORANGE MAIN WE ADD YELLOW 112.4-8 MAIN 112.48 10/15/97 T L 4.00 Pt 17.73 YELLOW MAIN 4.352 EQ 29.22 0.003 Pe 0.00 T 33.22 Pf 0.10 Total Pressure: 17.83 K -Line: 26.64 Max Velocity: 2.4 ft/s Page 5 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE LOSS PRESSURE FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN ADD 2ND HOSE T TOP OF RISER TOR TO MANIFOLD MAINIFOLD TO 8" DI FLG 8" DI FLG TO CITY CONN ADD 400 GPM HOSE 10/15/97 1,396.22 1,396.22 50.00 1,446.22 0.00 1,446.22 0.00 1,446.22 6.357 6.357 6.357 8.249 0.00 8.265 1,446.22 400.00 1,846.22 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm 8.265 E,T L 30.13 Pt EQ 55.32 0.052 Pe T 85.45 Pf 2T,4E L 171.33 Pt EQ 145.85 0.056 Pe T 317.18 Pf 2EE,T,GV L 25.54 Pt EQ 59.09 0.056 Pe T 84.63 Pf E L 3.25 Pt EQ 20.02 0.016 Pe T 23.27 Pf 3E,2GV,T L 265.00 Pt EQ 144.83 0.012 Pe T 409.83 Pf L 0.01 Pt EQ 0.00 0.018 Pe T 0.01 Pf 77.09 -0.49 4.47 81.07 -5.47 17.71 93.31 11.99 4.73 110.02 4.50 0.37 114.89 C=140 0.00 4.80 119.69 0.00 0.00 E=-1.13, ORANGE MAIN EAST, ORANGE MAIN WEST C=120,E=-12.67, HOSE=50 C=120,E=27.75 C=120,4.5 psi loss for 8"FEBCO MODEL 876 Total Pressure: 119.69 MARGIN Flow: 1,857.1 gpm at 119.69 psi Pressure: 21.95 psi at 1,846.2 gpm % Overage 18.3% C=140, HOSE=400 K -Line: 168.76 Max Job Velocity: 25.1 ft/s Page 6 5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: THREE HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP -WASH CANOPY HAZARD CLASS PER NFPA 13 : ORDINARY GROUP 2. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 100 GPM OUTSIDE HOSE 150 GPM IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: DRY "C" FACTOR OVERHEAD : 100/120 ADDED AT: TWO CONNECTIONS TO MAIN PIPING. CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 13 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165 ° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 480.33 GPM REQUIRED AT 111.80 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 630.83 GPM REQUIRED AT 112.43 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP ►HE'ARD AMBULAN 1i 111;I IU1 JW&j7M I w c 2 a Q a O In al:11,lil1I O I z 0 J HREE WASH CANOP YL•u►Q:7_0 SHEET 1 1 : i1 ■. ■.■ ■.■ ■ .. 1::::::.:..Il��11i! ii iii r' uu0 1 rd 111111111101111111 � :I i=i!I!!� . ��ll i � II lihHil I MEI INN NMI OMM MON MEN= AN rrt - � Y } j1,—. — -- 1 4474 ! ,tr rt i r r. i 'LK.]►�I►'IXKI[010 WE.1I 46I'7 Vi1_\O I I a. i1ZL•11117W ilikT110»►711_1► UC r PM F•R HO E STREAMS, O O OF 1 1 r , Y 1 r 1 r T O O O — ti r - r O O O O O O 00 kD .t N O 6- ISd NI 3>if1SS31:1d O rn CO ti O I FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly,8 in Headloss (psi) 8 2• 200 400 600 800 1000 '1200 1400 1600 1800 2000 2200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: fps !-0 :6 1.3 1.9 2.6 • 3.2 ! 3.8 -4.5 5.1 5.7 6.4 7 7.7 -8 8.9 :9.-6- ' gpm 1 0 100 - ' 200 - 300 ; 400 -500 j 600 1-700 i -800 900 • 1000 1100 -1200 •-1300 i 140-0715-0-0- _ 400 1500-- 4.2 • 5.-6 5.4 5.1 4:8 4:7 4.5- 4.4 4.3 .4.3 4.3 4.3 • 4:3 43-- -:-4.4- :fps 4.-4- fps 1-0.2 10:9 -11.5 12.1 12:8 13.4 wpm 4600 1700 1800 1900 2000 H 2100 b psi-- 4.6 ; 47 14.8 5.0 ! 5- 12 i 5J i low Curve Includes FEBCO Valve Setter M7 del# 6- 14 6 14. -_. 14:7 -15.3 16 16.6- 17:2- - 17:9- ' -2200-12.300 ;-2400 2500 2600 - 2700. 5.5 15.8 6.0 6:2 6.4 6.7 -6.9 � � r HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS SSU -1 19.07 1.049 ARM OVER 19.07 T L 0.50 Pt 11.52 EO 3.57 0.167 Pe 0.00 T 4.07 Pf 0.68 AREA=95.36 Total Pressure: 12.20 K -Line: 5.46 9/19/97 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 132A SSU -1 L 10.21 Pt 12.20 sso-1 19.07 1.752 EO 0.00 0.014 Pe 0.00 19.07 T 10.21 Pf 0.14 SSU -2 E L 10.38 19.18 1.752 EO 0.050 pe Pt 12.34 c=100, x=5.62, SSU -1 .31 0.00 38.25 T 144.69 Pf 0.73 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 13.07 PRESSURE OF 18.12 PSI AT SSU -3 TO. ADJUSTED FLOW 45.04 SSU -3 TO TOP OF RN 23.92 1.752 68.97 T L 10.79 EO 8.62 0.148 T 19.41 Pt 18.12 C=100, K=5.62, Pe 0.00 AREA=119.62 Pf 2.88 T.O.RN TO BOT. OF RN 73.05 2.227 142.01 T L 0.71 EO 10.26 0.176 T 10.97 Pt 21.00 BL 132B, E=. 71 Pe 0.31 Pf 1.93 Total Pressure: 23.24 K -Line: 29.46 Max Velocity: 11.7 ft/s BL 132B L 11.58 Pt 18.12 AREA=119.62 SSU -1 23.92 1.752 EO 0.00 0.021 Pe 0.00 23.92 T 11.58 Pf 0.24 L 11.58 Pt 18.36 C=100, K=5.62, SSU -2 24.08 1.752 EO 0.00 0.076 Pe 0.00 AREA=119.62 48.01 T 11.58 Pf 0.88 T L 0.79 Pt 19.24 C=100, K=5.62, SSU-3TO 24.65 1.752 EO 8.62 0.164 Pe 0.00 AREA=119.62 TOP OF RN 72.66 T 9.41 Pf 1.54 Total Pressure: 20.78 K -Line: 15.94 Max Velocity: 9.7 ft/s BL 133A L 11.79 Pt 20.68 AREA=127.80 SSU -1 25.56 1.752 EO 0.00 0.024 Pe 0.00 25.56 T 11.79 Pf 0.28 L 8.00 Pt 20.96 C=100, K=5.62,AREA=127.80 SSU -2 25.73 1.752 EO 0.00 0.086 Pe 0.00 51.29 T 8.00 Pf 0.69 E L 8.42 Pt 21.65 C=100, K=5.62, AREA=92.62 SSU -3 26.15 1.752 EO 4.31 0.184 Pe 0.00 77.44 T 12.73 Pf 2.34 L 12.88 Pt 23.99 C=100, K=5.62, SSU -427.53 1.752 EO 0.00 0.323 Pe 0.00 AREA=128.75 104.97 T 12.88 Pf 4.16 T L 2.46 Pt 28.15 c=loo, K=5.62, SSU-5TO 29.82 1.752 EO 8.62 0.513 Pet 0.00 AREA=128.75 TOP OF RN 134.79 T 11.08 Pf 5.68 T L 0.46 Pt 33.84 BL 1338,E=.96 TOP OF RN TO 62.75 2.227 EO 10.26 0.324 Pe 0.20 BOTOFRN 197.54 T 10.72 Pf 3.47 Total Pressure: 37.51 9/19/97 K -Line: 32.26 Max Velocity: 17.9 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 1336 SSU -1 25.75 1.752 25.75 L 12.88 EO 0.00 T 12.88 Pt 20.99 0.024 Pe 0.00 Pf 0.31 AREA=128.75 SSU -2 TO TOP OR RN 25.94 1.752 51.69 T L 10.42 EO 8.62 T 19.04 Pt 21.30 0.087 Pe 0.00 Pf 1.66 C=100, K=5.62, AREA=128.75 Total Pressure: 22.96 9/19/97 K -Line: 10.79 Max Velocity: 6.9 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES YELLOW MAIN L 10.00 Pt 37.51 BL 133A/133B ADD BL133A/B 197.54 2.727 EO 0.00 0.121 Pe 0.00 197.54 T 10.00 Pf 1.21 E L 11.71 Pt 38.71 C=100, BL 132A/132B ADD BL132A/B 183.30 2.727 EO 6.95 0.407 Pe 1.39 E=3.21 TO3X2RED. 380.83 T 18.66 Pf 7.60 L 1.79 Pt 47.70 C=100,E=1.79,2.1 psi 3 X 2 RED. TO 0.00 3.352 EO 0.00 0.149 Pe 2.87 loss for 3" STAR MODEL A BASE OF DPV 380.83 T 1.79 Pf 0.27 DPV. 3E, GV L 18.42 Pt 50.84 C=120, E=-12.42 BASE OF DPV TO 0.00 3.352 EO 33.86 0.106 pe -5.37 TOP OF MAIN 380.83 T 52.28 Pf 5.57 T L 49.46 Pt 51.04 C=120 TOP OF MAIN TO 0.00 3.352 EO 23.09 0.106 Pe 0.00 1ST HOSE VA. 380.83 T 72.55 Pf 7.72 E,T L 73.13 Pt 58.76 C=120,HOSE=50,E=2.54 ADD IST HOSE 50.00 3.352 EO 33.86 0.134 Pe 1.10 TO ORANGE MAIN 430.83 T 106.99 Pf 14.31 Total Pressure: 74.16 K -Line: 50.03 Max Velocity: 20.9 ft/s ORANGE MAIN YELLOW MN TO GREEN MN 430.83 3.352 430.83 L 4.00 EO 0.00 T 4.00 Pt 73.90 0.134 Pe 0.00 Pf 0.53 C=120,YELLOW MAIN Total Pressure: 74.43 9/19/97 K -Line: 49.94 Max Velocity: 15.7 ft/s Page 4 t ' ..44 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN 2T,E L 30.13 Pt 74.43 C=120,E=-1.125, ORANGE 430.83 3.352 EO 56.94 0.134 Pe -0.49 MAIN 430.83 T 87.07 Pf 11.65 ADD 2ND HOSE T TOP OF RISER 50.00 4.352 480.83 2T, 4E L 171.33 Pt 85.59 C=120,E=-12.67,HOSE=50 EO 116.89 0.046 Pe -5.47 T 288.22 Pf 13.26 TOR TO MANIFOLD 0.00 4.352 480.83 2EE, T, GV L 25.54 Pt 93.38 c=120, E=27.75 EO 43.83 0.046 pe 11.99 T 69.37 Pf 3.19 MAINIFOLD TO 8" DI FLG 0.00 8.249 480.83 E L 3.25 Pt 108.56 C=120,3.2 psi loss for EO 20.02 0.002 Pe 3.20 8"FEBCO MODEL 876 T 23.27 Pf 0.05 8"DIFLG TO CITY CONN 0.00 8.265 480.83 3E, 2GV, T L 265.00 Pt 111.80 c=140 EO 144.83 0.002 Pe 0.00 T 409.83 Pf 0.63 ADD 150 GPM HOSE 150.00 6.265 630.83 L 0.01 Pt 112.43 C=140,HOSE=150 EO 0.00 0.003 Pe 0.00 T 0.01 Pf 0.00 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm 9/19/97 Total Pressure: 112.43 MARGIN % Overage Flow: 3,527.9 gpm at 112.43 psi Pressure: 36.42 psi at 630.8 gpm 32.4% K -Line: 59.49 Max Job Velocity: 20.9 ftls Page 5 c 92-963 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/25197 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: ONE HAZARD DESCRIPTION: WAREHOUSE / OFFICE HAZARD CLASS PER NFPA 231C : HIGH PILE STORAGE - SPECIFIC RULING: SPEC. WAREHOUSE RULING MADE BY: CITY ORDINANCE OF CITY OF TUKWILA DENSITY: .39 GPM OVER THE MOST HYDRAULICALLY REMOTE 5,600 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 100 GPM OUTSIDE HOSE 400 GPM IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD: 120 ADDED AT: NODE 7 ON RISER MANIFOLD CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 688 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 93.68 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 286 ° F K -FACTOR: 8.2 ORIFICE SIZE: 17/32" WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 2517.35 GPM REQUIRED AT 104.47 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 2917.35 GPM REQUIRED AT 117.03 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) v Ma 111 P1M411.1112 WO !MEI • u'1 N. 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IIIIIMIIIIII . ���� 0 U ����� ■■ n■■■ ■■■ ■ ■_ 1111 Q ■■■■■■■■■■■■■■■■ ■■■■■■■■ ■■ ■■■ ■■■"....■n ■■■■ ■■■ 1111■ IP . iii■■■• ■.....iiiii N ii ■i • i z iii ■■■N i■■■■■ rm.. 1111.■■■III Q a n■i■ ■■■■■ ■■ n■■ NII ■ ■ C tJ' 1111■■ !■N■�N■■■■■i 1111■■■nIN■t�■N■q■■ ■ G ■n■■ i i■■U■iiiii■1t iiiN ■N ■■ lumen■■p! ��■�i : w O i■�N ■ ■■■■i■•■■■1.:1i:il■■■■N■■Y i e FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly,8 in Headloss (psi) 2 0 0 200 400 '600 800 1000 '1200 1400 1600 1800 2000 2200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: .fps -0- -:6 L3 1.9 2.6 3.2 3.8 4.5 5.1 5.7 16.4 7 7.7 8.3 8.9 9:6._. gpm _._ _. i 0 --- `100- 200 300 400 500 600 700 800 900 i 1000 1100 1200 : 1300 : -1400---150-0- j psi' - 4:2 S6 5.4 5.1 4.8 4.7 4.5 4.4 4:3 4.3 ' 4.3 4.3 ' 4.3 ' 4:3 T 4:4 4.5 :fps ;10:2 1109" 11:5 121 12.8 13.4 14 !14.7 `15.3 -16 16.6 17:2 17:9- gpm 1700 ^1800 --1900 ' 2000 - 2100 2200 2300 2400- . 2500 2600 ' 2700 2800 ;T600 � Flow curve ncludes-FEBCO Valve Setter Model 6i 61 1 ! -! 6.0- -- 62 16.4- ; 6:7 5.2 p476-74-.77 3 5 5:8 -- SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2917.3 GPM 130.50 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 215 42.83 34.71 7.54 32.27 216 41.72 34.71 7.54 30.61 217 41.01 34.71 7.54 29.58 307 43.25 34.71 7.54 32.90 308 40.99 34.71 7.54 29.55 309 39.23 34.71 7.54 27.07 310 37.94 34.71 7.54 25.31 311 37.05 34.71 7.54 24.14 312 36.50 34.71 7.54 23.43 313 36.22 34.71 7.54 23.08 314 36.13 34.71 7.54 22.96 315 36.12 34.71 7.54 22.95 316 36.16 34.71 7.54 23.00 317 36.34 34.71 7.54 23.22 407 43.07 34.71 7.54 32.63 408 40.80 34.71 7.54 29.29 409 39.04 34.71 7.54 26.81 410 37.73 34.71 7.54 25.04 411 36.83 34.71 7.54 23.87 412 36.28 34.71 7.54 23.15 413 35.99 34.71 7.54 22.79 414 35.90 34.71 7.54 22.66 09-25-1997 PAGE 1 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 415 35.89 34.71 7.54 22.66 416 35.92 34.71 7.54 22.70 417 36.09 34.71 7.54 22.91 507 42.96 34.20 7.53 32.55 508 40.70 34.20 7.53 29.21 509 38.94 34.20 7.53 26.74 510 37.63 34.20 7.53 24.98 511 36.73 34.20 7.53 23.80 512 36.18 34.20 7.53 23.08 513 35.89 34.20 7.53 22.72 514 35.79 34.20 7.53 22.59 515 35.78 34.20 7.53 22.58 516 35.81 34.20 7.53 22.62 517 35.98 34.20 7.53 22.83 607 42.99 34.20 7.53 32.60 608 40.73 34.20 7.53 29.25 609 38.96 34.20 7.53 26.78 610 37.66 34.20 7.53 25.01 611 36.76 34.20 7.53 23.83 612 36.21 34.20 7.53 23.12 613 35.92 34.20 7.53 22.75 614 35.82 34.20 7.53 22.63 615 35.81 34.20 7.53 22.62 616 35.85 34.20 7.53 22.66 617 36.01 34.20 7.53 22.87 707 43.07 34.20 7.53 32.72 708 40.81 34.20 7.53 29.37 709 39.05 34.20 7.53 26.89 710 37.74 34.20 7.53 25.12 711 36.85 34.20 7.53 23.94 712 36.29 34.20 7.53 23.23 713 36.01 34.20 7.53 22.87 714 35.91 34.20 7.53 22.74 715 35.90 34.20 7.53 22.73 716 35.94 34.20 7.53 22.78 717 36.11 34.20 7.53 22.99 09-25-1997 PAGE 2 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 218 40.67 36.53 7.55 29.02 318 36.79 36.53 7.55 23.74 418 36.53 36.53 7.55 23.41 518 36.46 35.99 7.55 23.32 618 36.49 35.99 7.55 23.36 718 36.59 35.99 7.55 23.49 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2417.35 GPM 100.00 GPM 400.00 GPM 2917.35 GPM 117.06 PSI 0.00 PSI 26.04 FPS 09-25-1997 PAGE 3 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 35 418 2.227 L 0.29 C=120 PT 23.41 (418) Q 36.53 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.41 ( 35) 38 718 2.227 L 0.29 C=120 PT 23.49 (718) Q 36.59 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0102 PF 0.00 PT 23.49 ( 38) 37 618 2.227 L 0.29 C=120 PT 23.36 (618) Q 36.49 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.36 ( 37) 36 518 2.227 L 0.29 C=120 PT 23.32 (518) Q 36.46 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.32 ( 36) 34 318 2.227 L 0.29 C=120 PT 23.74 (318) Q 36.79 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0103 PF 0.00 PT 23.74 ( 34) 33 218 2.227 L 0.29 C=120 PT 29.02 (218) Q 40.67 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0124 PF 0.00 PT 29.02 ( 33) 716 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 25.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 717 716DQ 35.94 2.227 L 8.00 C=120 PT 22.77 (716) Q 61.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 38 717DQ 36.11 2.227 L 8.00 C=120 PT 22.98 (717) Q 97.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0627 PF 0.50 48 38DQ 36.59 2.227 L 1.54 C=120 PT 23.48 ( 38) Q 134.36 F=T,T F 28.00 PE 0.67 RN2 T ,29.54 0.1129 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 47 48 4.352 L 10.96 C=120 PT 27.49 ( 48) Q 134.36 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0043 PF 0.05 PT 27.54 ( 47) 714 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 713 714DQ 35.91 2.227 L 8.00 C=120 PT 22.74 (714) Q 46.09 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 712 713DQ 36.01 2.227 L 8.00 C=120 PT 22.86 (713) Q 82.10 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0454 PF 0.36 711 712DQ 36.29 2.227 L 8.00 C=120 PT 23.22 (712) Q 118.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 710 711DQ 36.85 2.227 L 8.00 C=120 PT 23.93 (711) Q 155.24 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1474 PF 1.18 709 710DQ 37.74 2.227 L 8.00 C=120 PT 25.11 (710) Q 192.98 F=0 F 0.00 PE 0.00 BL1 T 8•.00 0.2205 PF 1.76 708 709DQ 39.05 2.227 L 8.00 C=120 PT 26.87 (709) Q 232.03 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3101 PF 2.48 707 708DQ 40.81 2.227 L 8.00 C=120 PT 29.35 (708) Q 272.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4185 PF 3.35 706 707DQ 43.07 2.227 L 8.00 C=120 PT 32.70 (707) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 705 706 2.227 L 8.00 C=120 PT 37.09 (706) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 704 705 2.227 L 8.00 C=120 PT 41.48 (705) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 703 704 2.227 L 8.00 C=120 PT 45.87 (704) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 702 703 2.227 L 8.00 C=120 PT 50.26 (703) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 701 702 2.227 L 8.00 C=120 PT 54.65 (702) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 28 701 2.227 L 3.35 C=120 PT 59.04 (701) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5488 PF 1.84 18 28 2.227 L 1.38 C=120 PT 60.88 ( 28) Q 315.90 F=T,E F 21.00 PE 0.67 RN1 T 22.38 0.5488 PF 12.28 17 18 6.357 L 10.96 C=120 PT 73.83 ( 18) Q 315.90 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0033 PF 0.04 PT 73.87 ( 17) 616 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 25.27 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 617 616DQ 35.85 2.227 L 8.00 C=120 PT 22.66 (616) Q 61.11 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0263 PF 0.21 37 617DQ 36.01 2.227 L 8.00 C=120 PT 22.87 (617) Q 97.13 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0619 PF 0.50 47 37DQ 36.49 2.227 ' L 1.92 C=120 PT 23.37 ( 37) Q 133.62 F=T,T F 28.00 PE 0.83 RN2 T 29.92 0.1117 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 46 47DQ 134.36 4.352 L 10.96 C=120 PT 27.54 ( 47) Q 267.97 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0155 PF 0.17 PT 27.71 ( 46) 614 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 10.54 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 613 614DQ 35.82 2.227 L 8.00 C=120 PT 22.63 (614) Q 46.36 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 612 613DQ 35.92 2.227 L 8.00 C=120 PT 22.76 (613) Q 82.28 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 611 612DQ 36.21 2.227 L 8.00 C=120 PT 23.12 (612) Q 118.49 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0894 PF 0.72 610 611DQ 36.76 2.227 L 8.00 C=120 PT 23.84 (611) Q 155.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1475 PF 1.18 609 610DQ 37.66 2.227 L 8.00 C=120 PT 25.02 (610) Q 192.91 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 608 609DQ 38.96 2.227 L 8.00 C=120 PT 26.78 (609) Q 231.87 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3097 PF 2.48 607 608DQ 40.73 2.227 L 8.00 C=120 PT 29.26 (608) Q 272.60 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4178 PF 3.34 606 607DQ 42.99 2.227 L 8.00 C=120 PT 32.60 (607) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 605 606 2.227 L 8.00 C=120 PT 36.98 (606) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 604 605 2.227 L 8.00 C=120 PT 41.36 (605) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 603 604 2.227 L 8.00 C=120 PT 45.74 (604) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 602 603 2.227 L 8.00 C=120 PT 50.12 (603) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 601 602 2.227 L 8.00 C=120 PT 54.50 (602) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 27 601 2.227 L 3.35 C=120 PT 58.88 (601) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5478 PF 1.84 17 27 2.227 L 1.50 C=120 PT 60.72 ( 27) Q 315.59 F=T,E F 21.00 PE 0.83 RN1 T 22.50 0.5478 PF 12.33 16 17DQ 315.90 6.357 L 10.96 C=120 PT 73.88 ( 17) Q 631.49 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0120 PF 0.13 PT 74.01 ( 16) 516 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 25.12 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 517 516DQ 35.81 2.227 L 8.00 C=120 PT 22.62 (516) Q 60.94 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0261 PF 0.21 36 517DQ 35.98 2.227 L 8.00 C=120 PT 22.83 (517) Q 96.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0617 PF 0.49 46 36DQ 36.46 2.227 L 2.33 C=120 PT 23.32 ( 36) Q 133.38 F=T,T F 28.00 PE 1.01 RN2 T 30.33 0.1113 PF 3.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 45 46DQ 267.97 4.352 Q 401.35 CM2 L 11.00 C=120 PT 27.71 ( 46) F=0 F 0.00 PE 0.00 T 11.00 0.0327 PF 0.36 PT 28.07 ( 45) 514 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 10.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 513 514DQ 35.79 2.227 L 8.00 C=120 PT 22.59 (514) Q 46.45 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 512 513DQ 35.89 2.227 L 8.00 C=120 PT 22.72 (513) Q 82.34 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 511 512DQ 36.18 2.227 L 8.00 C=120 PT 23.08 (512) Q 118.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0895 PF 0.72 510 511DQ 36.73 2.227 L 8.00 C=120 PT 23.80 (511) Q 155.24 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1474 PF 1.18 509 510DQ 37.63 2.227 L 8.00 C=120 PT 24.98 (510) Q 192.88 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2203 PF 1.76 508 509DQ 38.94 2.227 L 8.00 C=120 PT 26.74 (509) Q 231.81 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3096 PF 2.48 507 508DQ 40.70 2.227 L 8.00 C=120 PT 29.22 (508) Q 272.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4176 PF 3.34 506 507DQ 42.96 2.227 L 8.00 C=120 PT 32.56 (507) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 505 506 2.227 L 8.00 C=120 PT 36.94 (506) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 504 505 2.227 L 8.00 C=120 PT 41.32 (505) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 503 504 2.227 L 8.00 C=120 PT 45.70 (504) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 502 503 2.227 L 8.00 C=120 PT 50.08 (503) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 501 502 2.227 L 8.00 C=120 PT 54.46 (502) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 26 501 2.227 L 3.35 C=120 PT 58.84 (501) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5475 PF 1.83 16 26 2.227 L 1.54 C=120 PT 60.67 ( 26) Q 315.48 F=T,E F 21.00 PE 1.01 RN1 T 22.54 0.5475 PF 12.34 15 16DQ 631.50 6.357 L 11.00 C=120 PT 74.02 ( 16) Q 946.97 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0253 PF 0.28 PT 74.30 ( 15) 416 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 25.71 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 417 416DQ 35.92 2.227 L 8.00 C=120 PT 22.70 (416) Q 61.63 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 35 417DQ 36.09 2.227 L 8.00 C=120 PT 22.91 (417) Q 97.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0626 PF 0.50 45 35DQ 36.53 2.227 L 2.75 C=120 PT 23.41 ( 35) Q 134.25 F=T,T F 28.00 PE 1.19 RN2 T 30.75 0.1127 PF 3.47 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 11 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 44 45DQ 401.35 4.352 L 11.13 C=120 PT 28.07 ( 45) Q 535.60 F=0 F 0.00 PE 0.00 CM2 T 11.13 0.0558 PF 0.62 PT 28.69 ( 44) 414 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 413 414DQ 35.90 2.227 L 8.00 C=120 PT 22.67 (414) Q 46.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 412 413DQ 35.99 2.227 L 8.00 C=120 PT 22.79 (413) Q 82.07 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0453 PF 0.36 411 412DQ 36.28 2.227 L 8.00 C=120 PT 23.15 (412) Q 118.35 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 410 411DQ 36.83 2.227 L 8.00 C=120 PT 23.86 (411) Q 155.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1473 PF 1.18 409 410DQ 37.73 2.227 L 8.00 C=120 PT 25.04 (410) Q 192.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 408 409DQ 39.04 2.227 L 8.00 C=120 PT 26.80 (409) Q 231.96 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3099 PF 2.48 407 408DQ 40.80 2.227 L 8.00 C=120 PT 29.28 (408) Q 272.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4183 PF 3.35 406 407DQ 43.07 2.227 L 8.00 C=120 PT 32.63 (407) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 405 406 2.227 L 8.00 C=120 PT 37.02 (406) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 12 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 404 405 2.227 L 8.00 C=120 PT 41.41 (405) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 403 404 2.227 L 8.00 C=120 PT 45.80 (404) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 402 403 2.227 L 8.00 C=120 PT 50.19 (403) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 401 402 2.227 L 8.00 C=120 PT 54.58 (402) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 25 401 2.227 L 3.35 C=120 PT 58.97 (401) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5486 PF 1.84 15 25 2.227 L 1.42 C=120 PT 60.81 ( 25) Q 315.83 F=T,E F 21.00 PE 1.19 RN1 T 22.42 0.5486 PF 12.30 14 15DQ 946.97 6.357 L 11.13 C=120 PT 74.30 ( 15) Q 1262.80 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0431 PF 0.48 PT 74.78 ( 14) 316 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 27.23 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0059 PF 0.05 317 316DQ 36.16 2.227 L 8.00 C=120 PT 23.00 (316) Q 63.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0281 PF 0.22 34 317DQ 36.34 2.227 L 8.00 C=120 PT 23.22 (317) Q 99.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0650 PF 0.52 44 34DQ 36.79 2.227 L 3.08 C=120 PT 23.74 ( 34) Q 136.51 F=T,T F 28.00 PE 1.33 RN2 T 31.08 0.1162 PF 3.61 4 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 13 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 43 44DQ 535.60 4.352 Q 672.11 CM2 L 11.13 C=120 PT 28.68 ( 44) F=0 F 0.00 PE 0.00 T 11.13 0.0849 PF 0.94 PT 29.62 ( 43) 314 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 8.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0007 PF 0.01 313 314DQ 36.13 2.227 L 8.00 C=120 PT 22.96 (314) Q 45.02 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0149 PF 0.12 312 313DQ 36.22 2.227 L 8.00 C=120 PT 23.08 (313) Q 81.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0445 PF 0.36 311 312DQ 36.50 2.227 L 8.00 C=120 PT 23.44 (312) Q 117.75 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0884 PF 0.71 310 311DQ 37.05 2.227 L 8.00 C=120 PT 24.15 (311) Q 154.79 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1467 PF 1.17 309 310DQ 37.94 2.227 L 8.00 C=120 PT 25.32 (310) Q 192.73 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2200 PF 1.76 308 309DQ 39.23 2.227 L 8.00 C=120 PT 27.08 (309) Q 231.96 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3099 PF 2.48 307 308DQ 40.99 2.227 L 8.00 C=120 PT 29.56 (308) Q 272.95 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4188 PF 3.35 306 307DQ 43.25 2.227 L 8.00 C=120 PT 32.91 (307) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 305 306 2.227 L 8.00 C=120 PT 37.31 (306) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 14 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 304 305 2.227 L 8.00 C=120 PT 41.71 (305) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 303 304 2.227 L 8.00 C=120 PT 46.11 (304) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 302 303 2.227 L 8.00 C=120 PT 50.51 (303) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 301 302 2.227 L 8.00 C=120 PT 54.91 (302) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 24 301 2.227 L 3.35 C=120 PT 59.31 (301) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5498 PF 1.84 14 24 2.227 L 1.38 C=120 PT 61.15 ( 24) Q 316.20 F=T,E F 21.00 PE 1.33 RN1 T 22.38 0.5498 PF 12.30 13 14DQ 1262.80 6.357 L 11.13 C=120 PT 74.78 ( 14) Q 1579.00 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0651 PF 0.72 PT 75.50 ( 13) 33 43 2.227 L 3.42 C=120 PT 29.64 ( 43) Q 62.85 F=T,T F 28.00 PE -1.48 RN2 T 31.42 0.0277 PF 0.87 217 33DQ 40.67 2.227 L 8.00 C=120 PT 29.03 ( 33) Q 103.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0697 PF 0.56 216 217DQ 41.01 2.227 L 8.00 C=120 PT 29.59 (217) Q 144.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1292 PF 1.03 215 216DQ 41.72 2.227 L 8.00 C=120 PT 30.62 (216) Q 186.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2065 PF 1.65 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 15 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 214 215DQ 42.83 2.227 L 8.00 C=120 PT 32.27 (215) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 213 214 2.227 L 8.00 C=120 PT 34.69 (214) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 212 213 2.227 L 8.00 C=120 PT 37.11 (213) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 211 212 2.227 L 8.00 C=120 PT 39.53 (212) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 210 211 2.227 L 8.00 C=120 PT 41.95 (211) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 209 210 2.227 L 8.00 C=120 PT 44.37 (210) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 208 209 2.227 L 8.00 C=120 PT 46.79 (209) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 207 208 2.227 L 8.00 C=120 PT 49.21 (208) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 206 207 2.227 L 8.00 C=120 PT 51.63 (207) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 205 206 2.227 L 8.00 C=120 PT 54.05 (206) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 204 205 2.227 L 8.00 C=120 PT 56.47 (205) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 16 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 203 204 2.227 L 8.00 C=120 PT 58.89 (204) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 202 203 2.227 L 8.00 C=120 PT 61.31 (203) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 201 202 2.227 L 8.00 C=120 PT 63.73 (202) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 23 201 2.227 L 3.35 C=120 PT 66.15 (201) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.3029 PF 1.01 13 23 2.227 L 1.50 C=120 PT 67.16 ( 23) Q 229.08 F=T,E F 21.00 PE 1.48 RN1 T 22.50 0.3029 PF 6.82 12 13DQ 1579.00 6.357 L 11.00 C=120 PT 75.46 ( 13) Q 1808.09 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0837 PF 0.92 PT 76.38 ( 12) 42 43 4.352 L 11.00 C=120 PT 29.64 ( 43) Q 609.26 F=0 F 0.00 PE 0.00 CM2 T 11.00 0.0708 PF 0.78 32 42DQ -408.00 2.227 L 3.13 C=120 PT 30.42 ( 42) Q 201.26 F=T,T F 28.00 PE -1.36 RN2 T 31.13 0.2383 PF 7.42 22 32 2.227 L 139.35 C=120 PT 36.48 ( 32) Q 201.26 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2383 PF 33.21 12 22 2.227 L 1.54 C=120 PT 69.69 ( 22) Q 201.26 F=T,E F 21.00 PE 1.36 RN1 T 22.54 0.2383 PF 5.37 11 12DQ 1808.09 6.357 L 10.92 C=120 PT 76.42 ( 12) Q 2009.34 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.1017 PF 1.11 PT 77.53 ( 11) SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 17 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42 4.352 L 10.92 C=120 PT 30.42 ( 42) Q 408.00 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0337 PF 0.37 31 41DQ -204.57 2.227 L 2.42 C=120 PT 30.79 ( 41) Q 203.43 F=T,T F 28.00 PE -1.05 RN2 T 30.42 0.2431 PF 7.40 21 31 2.227 L 139.35 C=120 PT 37.14 ( 31) Q 203.43 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2431 PF 33.88 11 21 2.227 L 1.50 C=120 PT 71.02 ( 21) Q 203.43 F=T,E F 21.00 PE 1.05 RN1 T 22.50 0.2431 PF 5.47 10 11DQ 2009.34 8.249 L 10.92 C=120 PT 77.54 ( 11) Q 2212.78 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.0342 PF 0.37 PT 77.91 ( 10) 40 41 4.352 L 10.92 C=120 PT 30.78 ( 41) Q 204.57 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0094 PF 0.10 30 40 2.227 L 1.67 C=120 PT 30.88 ( 40) Q 204.57 F=T,T F 28.00 PE -0.72 RN2 T 29.67 0.2456 PF 7.29 20 30 2.227 L 139.35 C=120 PT 37.45 ( 30) Q 204.57 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2456 PF 34.22 10 20 2.227 L 1.38 C=120 PT 71.67 ( 20) Q 204.57 F=T,E F 21.00 PE 0.72 RN1 T 22.38 0.2456 PF 5.50 9 10DQ 2212.78 8.249 L 44.46 C=120 PT 77.89 ( 10) Q 2417.35 F=E/E F 40.00 PE 0.00 FM T 84.46 0.0403 PF 3.40 8 9 Q 2417.35 8.249 L 25.58 C=120 PT 81.29 ( 9) F=T,GV,2EE F 63.00 PE 10.62 FM T ,88.58 0.0403 PF 3.57 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 18 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 7 8 8.249 L 2.00 C=120 PT 95.48 ( 8) Q 2417.35 F=0 F 0.00 PE 0.00 FR T 2.00 0.0403 PF 0.08 6 7DQ 100.00 8.249 L 3.25 C=120 PT 95.56 ( 7) Q 2517.35 F=E F 20.00 PE 0.00 FR T 23.25 0.0434 PF 1.01 COMMENT: 100 GPM INSIDE HOSE ADDED AT NODE 7 ON RISER MANIFOLD. 5 6 8.249 L 0.01 C=120 PT 96.57 ( 6) Q 2517.35 F=0 F 0.00 PE 6.40 FR T 0.01 0.0434 PF 0.00 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.4 PSI LOSS AT 2500-2600 GPM. 4 5 8.265 L 2.75 C=140 PT 102.97 ( 5) Q 2517.35 F=0 F 0.00 PE 1.41 UN T 2.75 0.0323 PF 0.09 0 4 8.265 L 268.00 C=140 PT 104.47 ( 4) Q 2517.35 F=T,2GV,3E F 121.00 PE 0.00 UN T 389.00 0.0323 PF 12.56 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. PT 117.03 ( 0) HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE -WAREHOUSE SSU'S System No.: ONE Area: STUB UPS ON WAREHOUSE LINES Density: 0.39 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: TI -001 NOZZLE ID STUB UPS 201-217,301- 317,401-417 PIPE FLOW SIZE 34.71 1.049 34.71 LOSS PRESSURE FITTINGS LENGTH (PSI/FT) SUMMARY T L 1.88 Pt 17.92 EO 5.00 0.361 Pe 0.81 T 6.88 Pf 2.48 Total Pressure: 21.21 NOTES AREA=89,E=1.88 K -Line: 7.54 501-517,601- 34.20 1.049 617,701-717 34.20 T L EO T 1.88 5.00 0.351 6.88 Pt Pe Pf 17.39 0.81 2.42 C=120, K=8.2, AREA=87.68 E=1.88 Total Pressure: 20.62 K -Line: 7.53 218,318,418 36.54 1.049 36.54 T L EO T 1.88 5.00 0.397 6.88 Pt Pe Pf Total Pressure: 19.85 0.81 2.73 23.39 K -Line: 7.55 C=120, K=8.2, AREA=93.68 E=1.88 518,618,718 35.99 1.049 35.99 T L EO T 1.88 5.00 0.386 6.88 Pt Pe Pf 19.27 0.81 2.66 C=120, K=8.2, AREA=92.29 E=1.88 Total Pressure: 9t25/97 22.73 K -Line: 7.55 Page 1 SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 ONE HEAD SHIFT TO THE WEST WAREHOUSE GRID AUXILIARY REMOTE AREA DESIGN DENSITY: .39 GPM / 5,600 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 2,444.83 GPM AT 100.27 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2844.8 GPM 131.39 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 214 41.73 34.71 7.54 30.63 215 40.68 34.71 7.54 29.11 216 40.02 34.71 7.54 28.17 217 39.66 34.71 7.54 27.67 306 42.18 34.71 7.54 31.29 307 39.91 34.71 7.54 28.02 308 38.14 34.71 7.54 25.59 309 36.82 34.71 7.54 23.85 310 35.91 34.71 7.54 22.68 311 35.33 34.71 7.54 21.96 312 35.03 34.71 7.54 21.59 313 34.92 34.71 7.54 21.45 314 34.91 34.71 7.54 21.44 315 34.93 34.71 7.54 21.47 316 35.08 34.71 7.54 21.65 317 35.44 34.71 7.54 22.09 406 42.02 34.71 7.54 31.05 407 39.75 34.71 7.54 27.79 408 37.97 34.71 7.54 25.36 409 36.65 34.71 7.54 23.62 410 35.72 34.71 7.54 22.45 411 35.14 34.71 7.54 21.73 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 412 34.84 34.71 7.54 21.35 413 34.72 34.71 7.54 21.21 414 34.71 34.71 7.54 21.19 415 34.73 34.71 7.54 21.22 416 34.87 34.71 7.54 21.39 417 35.22 34.71 7.54 21.82 506 41.92 34.20 7.53 30.99 507 39.66 34.20 7.53 27.73 508 37.88 34.20 7.53 25.31 509 36.56 34.20 7.53 23.57 510 35.64 34.20 7.53 22.40 511 35.06 34.20 7.53 21.68 512 34.75 34.20 7.53 21.30 513 34.64 34.20 7.53 21.16 514 34.62 34.20 7.53 21.14 515 34.64 34.20 7.53 21.17 516 34.78 34.20 7.53 21.34 517 35.13 34.20 7.53 21.76 606 41.95 34.20 7.53 31.04 607 39.69 34.20 7.53 27.78 608 37.92 34.20 7.53 25.35 609 36.59 34.20 7.53 23.62 610 35.67 34.20 7.53 22.44 611 35.10 34.20 7.53 21.72 612 34.79 34.20 7.53 21.34 613 34.67 34.20 7.53 21.20 614 34.66 34.20 7.53 21.19 615 34.68 34.20 7.53 21.22 616 34.82 34.20 7.53 21.39 617 35.17 34.20 7.53 21.81 706 42.03 34.20 7.53 31.16 707 39.77 34.20 7.53 27.89 708 38.00 34.20 7.53 25.46 709 36.68 34.20 7.53 23.73 710 35.76 34.20 7.53 22.55 711 35.18 34.20 7.53 21.83 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 712 34.88 34.20 7.53 21.45 713 34.76 34.20 7.53 21.31 714 34.75 34.20 7.53 21.30 715 34.78 34.20 7.53 21.33 716 34.92 34.20 7.53 21.50 717 35.27 34.20 7.53 21.94 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT • PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2344.83 GPM 100.00 GPM 400.00 GPM 2844.83 GPM 108.68 PSI 0.00 PSI 25.67 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 4 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 715 714 20.57 8.00 0.0 2.227 BL1 0.004 0.00 21.33 21.30 716 715 55.34 8.00 0.0 2.227 BL1 0.022 0.00 21.51 21.33 717 716 90.26 8.00 0.0 2.227 BL1 0.054 0.00 21.94 21.51 38 717 125.53 8.00 0.0 2.227 BL1 0.100 0.00 22.74 21.94 48 38 125.53 1.54 28.0 2.227 RN2 0.100 0.67 26.35 22.74 47 48 125.53 10.96 0.0 4.352 CM2 0.004 0.00 26.39 26.35 713 714 14.18 8.00 0.0 2.227 BL1 0.002 0.00 21.31 21.30 712 713 48.95 8.00 0.0 2.227 BL1 0.017 0.00 21.45 21.31 711 712 83.83 8.00 0.0 2.227 BL1 0.047 0.00 21.83 21.45 710 711 119.01 8.00 0.0 2.227 BL1 0.090 0.00 22.55 21.83 709 710 154.77 8.00 0.0 2.227 BL1 0.147 0.00 23.72 22.55 708 709 191.45 8.00 0.0 2.227 BL1 0.217 0.00 25.46 23.72 707 708 229.44 8.00 0.0 2.227 BL1 0.304 0.00 27.89 25.46 706 707 269.21 8.00 0.0 2.227 BL1 0.408 0.00 31.16 27.89 705 706 311.24 8.00 0.0 2.227 BL1 0.534 0.00 35.43 31.16 704 705 311.24 8.00 0.0 2.227 BL1 0.534 0.00 39.70 35.43 703 704 311.24 8.00 0.0 2.227 BL1 0.534 0.00 43.97 39.70 702 703 311.24 8.00 0.0 2.227 BL1 0.534 0.00 48.24 43.97 701 702 311.24 8.00 0.0 2.227 BL1 0.534 0.00 52.51 48.24 28 701 311.24 3.35 0.0 2.227 BL1 0.534 0.00 54.30 52.51 18 28 311.24 1.38 21.0 2.227 RN1 0.534 0.67 66.92 54.30 17 18 311.24 10.96 0.0 6.357 CM1 0.003 0.00 66.96 66.92 615 614 20.15 8.00 0.0 2.227 BL1 0.003 0.00 21.22 21.19 616 615 54.83 8.00 0.0 2.227 BL1 0.022 0.00 21.39 21.22 617 616 89.65 8.00 0.0 2.227 BL1 0.053 0.00 21.82 21.39 37 617 124.82 8.00 0.0 2.227 BL1 0.098 0.00 22.61 21.82 47 37 124.82 1.92 28.0 2.227 RN2 0.098 0.83 26.39 22.61 46 47 250.35 10.96 0.0 4.352 CM2 0.014 0.00 26.54 26.39 613 614 14.52 8.00 0.0 2.227 BL1 0.002 0.00 21.20 21.19 612 613 49.19 8.00 0.0 2.227 BL1 0.018 0.00 21.34 21.20 611 612 83.98 8.00 0.0 2.227 BL1 0.047 0.00 21.72 21.34 610 611 119.07 8.00 0.0 2.227 BL1 0.090 0.00 22.44 21.72 609 610 154.75 8.00 0.0 2.227 BL1 0.147 0.00 23.61 22.44 608 609 191.34 8.00 0.0 2.227 BL1 0.217 0.00 25.35 23.61 607 608 229.25 8.00 0.0 2.227 BL1 0.303 0.00 27.78 25.35 606 607 268.94 8.00 0.0 2.227 BL1 0.407 0.00 31.04 27.78 605 606 310.89 8.00 0.0 2.227 BL1 0.533 0.00 35.30 31.04 604 605 310.89 8.00 0.0 2.227 BL1 0.533 0.00 39.56 35.30 603 604 310.89 8.00 0.0 2.227 BL1 0.533 0.00 43.82 39.56 602 603 310.89 8.00 0.0 2.227 BL1 0.533 0.00 48.08 43.82 601 602 310.89 8.00 0.0 2.227 BL1 0.533 0.00 52.34 48.08 27 601 310.89 3.35 0.0 2.227 BL1 0.533 0.00 54.12 52.34 17 27 310.89 1.50 21.0 2.227 RN1 0.533 0.83 66.94 54.12 16 17 622.14 10.96 0.0 6.357 CM1 0.012 0.00 67.07 66.94 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 FROM TO FLOW LENGTH FITTING 515 514 19.95 8.00 0.0 516 515 54.59 8.00 0.0 517 516 89.38 8.00 0.0 36 517 124.51 8.00 0.0 46 36 124.51 2.33 28.0 45 46 374.86 11.00 0.0 513 514 14.68 8.00 0.0 512 513 49.31 8.00 0.0 511 512 84.06 8.00 0.0 510 511 119.12 8.00 0.0 509 510 154.76 8.00 0.0 508 509 191.32 8.00 0.0 507 508 229.20 8.00 0.0 506 507 268.86 8.00 0.0 505 506 310.78 8.00 0.0 504 505 310.78 8.00 0.0 503 504 310.78 8.00 0.0 502 503 310.78 8.00 0.0 501 502 310.78 8.00 0.0 26 501 310.78 3.35 0.0 16 26 310.78 1.54 21.0 15 16 932.91 11.00 0.0 415 414 20.31 8.00 0.0 416 415 55.04 8.00 0.0 417 416 89.92 8.00 0.0 35 417 125.14 8.00 0.0 45 35 125.14 2.75 28.0 44 45 500.00 11.13 0.0 413 414 14.40 8.00 0.0 412 413 49.12 8.00 0.0 411 412 83.96 8.00 0.0 410 411 119.10 8.00 0.0 409 410 154.82 8.00 0.0 408 409 191.47 8.00 0.0 407 408 229.44 8.00 0.0 406 407 269.19 8.00 0.0 405 406 311.21 8.00 0.0 404 405 311.21 8.00 0.0 403 404 311.21 8.00 0.0 402 403 311.21 8.00 0.d 401 402 311.21 8.00 0.0 25 401 311.21 3.35 0.0 15 25 311.21 1.42 21.0 14 15 1244.12 11.13 0.0 DIAM TYPE PSI/Ft S -LOSS PRESSURES 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2�. 227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1' 0.003 0.021 0.053 0.098 0.098 O .029 0.002 0.018 0.047 0.090 0.147 0.217 0.303 0.407 0.533 0.533 O .533 0.533 0.533 0.533 0.533 0.025 0.003 O .022 0.054 O .099 O .099 O .049 0.002 0.018 0.047 O .090 0.147 0.217 0.304 0.408 O .534 0.534 0.534 0.534 0.534 0.534 0.534 O :042 0 0 0 0 1 0 00 00 00 00 01 00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O .00 0.00 0.00 0.00 0.00 1.01 0.00 0.00 O .00 0.00 0.00 1.19 0.00 0.00 0.00 0.00 O .00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.19 0.00 21.17 21.34 21.76 22.54 26.52 26.84 21.16 21.30 21.68 22.40 23.57 25.31 27.74 31.00 35.26 39.52 43.78 48.04 52.30 54.08 67.09 67.36 21.22 21.39 21.82 22.61 26.84 27.39 21.20 21.34 21.72 22.44 23.61 25.35 27.78 31.05 35.32 39.59 43.86 48.13 52.40 54.19 67.35 67.82 21.14 21.17 21.34 21.76 22.54 26.52 21.14 21.16 21.30 21.68 22.40 23.57 25.31 27.74 31.00 35.26 39.52 43.78 48.04 52.30 54.08 67.09 21.19 21.22 21.39 21.82 22.61 26.84 21.19 21.20 21.34 21.72 22.44 23.61 25.35 27.78 31.05 35.32 39.59 43.86 48.13 52.40 54.19 67.35 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 FROM TO FLOW LENGTH 315 314 316 315 317 316 34 317 44 34 43 44 21.45 56.38 91.47 126.90 126.90 626.90 8.00 8.00 8.00 8.00 3.08 11.13 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13 314 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13.46 48.38 83.41 118.75 154.65 191.48 229.62 269.53 311.71 311.71 311.71 311.71 311.71 311.71 311.71 1555.83 FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 0.0 0.0 0.0 0.0 28.0 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.38 21.0 11.13 0.0 33 217 216 215 214 213 212 211 210 209 208 207 206 205 204 203 202 201 23 13 12 43 33 217 216 215 214 213 212 211 210 209 208 207 206 205 57.66 57.66 97.32 137.34 178.02 219.76 219.76 219.76 219.76 219.76 219.76 219.76 219.76 219.76 219.76 204 219.76 203 219.76 202 219.76 201 219.76 23 219.76 13 1775.59 3.42 28.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.50 21.0 11.00 0.0 42 43 569.24 11.00 0.0 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 RN2 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 0.004 0.00 21.47 21.44 0.023 0.00 21.65 21.47 0.055 0.00 22.09 21.65 0.102 0.00 22.90 22.09 0.102 1.33 27.39 22.90 0.075 0.00 28.22 27.39 0.002 0.00 21.45 21.44 O .017 0.00 21.59 21.45 0.047 0.00 21.96 21.59 0.090 0.00 22.68 21.96 O .146 0.00 23.85 22.68 0.217 0.00 25.59 23.85 O .304 0.00 28.02 25.59 0.409 0.00 31.29 28.02 0.535 0.00 35.57 31.29 0.535 0.00 39.85 35.57 0.535 0.00 44.13 39.85 0.535 0.00 48.41 44.13 0.535 0.00 52.69 48.41 O .535 0.00 54.48 52.69 0.535 1.33 67.79 54.48 0.063 0.00 68.50 67.79 0.024 -1.48 27.49 28.23 0.024 0.00 27.68 27.49 O .062 0.00 28.18 27.68 0.117 0.00 29.12 28.18 0.190 0.00 30.64 29.12 O .280 0.00 32.88 30.64 0.280 0.00 35.12 32.88 0.280 0.00 37.36 35.12 O .280 0.00 39.60 37.36 0.280 0.00 41.84 39.60 0.280 0.00 44.08 41.84 O .280 0.00 46.32 44.08 0.280 0.00 48.56 46.32 0.280 0.00 50.80 48.56 0.280 0.00 53.04 50.80 0.280 0.00 55.28 53.04 0.280 0.00 57.52 55.28 0.280 0.00 59.76 57.52 O .280 0.00 60.70 59.76 0.280 1.48 68.49 60.70 0.081 0.00 69.38 68.49 4.352 CML 0.063 0.00 28.92 28.23 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 FROM TO FLOW 32 42 187.88 22 32 187.88 12 22 187.88 11 12 1963.46 LENGTH FITTING DIAM TYPE 3.13 28.0 2.227 RN2 139.35 0.0 2.227 BL1 1.54 21.0 2.227 RN1 10.92 0.0 6.357 CM1 41 42 381.37 31 41 190.12 21 31 190.12 11 21 190.12 10 11 2153.58 10.92 0.0 2.42 28.0 139.35 0.0 1.50 21.0 10.92 0.0 40 41 191.25 30 40 191.25 20 30 191.25 10 20 191.25 9 10 2344.83 8 9 2344.83 7 8 2344.83 6 7 2444.83 10.92 1.67 139.35 1.38 44.46 25.58 2.00 3.25 0.0 28.0 0.0 21.0 40.0 63.0 0.0 20.0 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 CM1 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 FM 8.249 FM 8.249 FR 8.249 FR COMMENT: 100 GPM INSIDE HOSE ADDED AT NODE 5 6 2444.83 0.01 0.0 8.249 FR PSI/Ft S -LOSS PRESSURES 0.210 -1.36 34.09 28.92 0.210 0.00 63.34 34.09 0.210 1.36 69.43 63.34 0.097 0.00 70.49 69.43 0.030 0.00 29.24 0.214 -1.05 34.72 0.214 0.00 64.61 0.214 1.05 70.49 0.032 0.00 70.84 28.91 29.24 34.72 64.61 70.49 0.008 0.00 29.33 29.24 0.217 -0.72 35.05 29.33 0.217 0.00 65.28 35.05 0.217 0.72 70.85 65.28 0.038 0.00 74.07 70.85 0.03E 10.62 88.06 74.07 0.038 0.00 88.14 88.06 0.041 0.00 89.10 88.14 7 ON RISER MANIFOLD 0.041 6.20 95.30 89.10 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.2 PSI LOSS AT 2400-2500 GPM. 4 5 2444.83 2.75 0.0 8.265 UN 0.031 1.41 96.79 95.30 0 4 2444.83 268.00 121.0 8.265 UN 0.031 0.00 108.69 96.79 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 2ND FLOOR OFFICE-SSP'S AUXILIARY REMOTE AREA DESIGN DENSITY: .15 GPM / 1,500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 493.72 GPM AT 102.76 PSI AUXILIARY SUBMITTAL SHEPARD AMBULANCE SYSTEM ONE -WET .15 GPM / 1,500 SF. FILE NAME: 1001WT2P SERIAL NO:2244HY1 SFS JOB NUMBER: T1-001 2ND FLOOR OFFICE: SSP'S BELOW CEILING PER CITY OF TUKWILA. 09-25-1997 PAGE 1 SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 643.7 GPM 148.81 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL SPR FLOW MINIMUM FLOW K -FACTOR PRESSURE 201 22.69 18.53 5.62 16.30 202 20.94 18.53 5.62 13.88 203 20.40 19.50 5.62 13.17 204 19.50 19.50 5.62 12.04 205 18.76 16.80 5.62 11.14 206 18.55 14.87 5.62 10.90 207 18.51 16.50 5.62 10.85 208 24.16 18.00 5.62 18.47 209 22.41 18.00 5.62 15.90 210 21.62 14.87 5.62 14.80 211 21.09 19.50 5.62 14.08 212 20.81 18.00 5.62 13.71 213 20.63 18.00 5.62 13.47 214 26.23 18.00 5.62 21.78 215 24.90 18.00 5.62 19.63 216 24.49 16.20 5.62 18.98 217 24.20 16.20 5.62 18.54 218 23.85 19.50 5.62 18.00 SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 50 OUTFLOWS AT 240 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 254 TO 264 393.72 GPM 50.00 GPM 50.00 GPM 150.00 GPM 643.72 GPM 104.79 PSI 0.00 PSI 18.55 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 224 204 19.50 3.29 7.0 1.049 AO 0.124 -1.12 12.20 12.04 238 218 23.85 7.87 7.0 1.049 AO 0.180 -1.88 18.80 18.00 237 238 23.85 3.00 0.0 1.752 BN1 0.015 0.00 18.84 18.80 237 217 24.20 4.79 7.0 1.049 AO 0.185 -1.88 18.84 18.54 236 237 48.05 9.00 0.0 1.752 BN1 0.054 0.00 19.33 18.84 236 216 24.49 4.79 7.0 1.049 AO 0.189 -1.88 19.33 18.98 235 236 72.53 8.00 0.0 1.752 BN1 0.116 0.00 20.26 19.33 235 215 24.90 5.88 7.0 1.049 AO 0.195 -1.88 20.26 19.63 234 235 97.43 12.00 0.0 1.752 BN1 0.200 0.00 22.66 20.26 234 214 26.23 5.88 7.0 1.049 AO 0.215 -1.88 22.67 21.78 262 234 123.66 81.08 12.0 1.752 BN1 0.311 0.00 51.66 22.67 252 262 123.66 3.58 24.0 1.752 NR1 0.311 1.55 61.80 51.66 233 213 20.63 5.21 7.0 1.049 AO 0.138 -1.59 13.56 13.47 232 233 20.63 10.00 0.0 1.752 BN1 0.011 0.00 13.67 13.56 232 212 20.81 4.13 7.0 1.049 AO 0.140 -1.59 13.68 13.71 231 232 41.43 10.00 0.0 1.752 BN1 0.041 0.00 14.09 13.68 231 211 21.09 4.13 7.0 1.049 AO 0.144 -1.59 14.09 14.08 230 231 62.52 9.00 0.0 1.752 BN1 0.088 0.00 14.88 14.09 230 210 21.62 4.13 7.0 1.049 AO 0.150 -1.59 14.88 14.80 229 230 84.14 8.00 0.0 1.752 BN1 0.153 0.00 16.10 14.88 229 209 22.41 4.13 7.0 1.049 AO 0.161 -1.59 16.10 15.90 228 229 106.55 12.00 0.0 1.752 BN1 0.236 0.00 18.94 16.10 228 208 24.16 4.13 7.0 1.049 AO 0.184 -1.59 18.93 18.47 263 228 130.71 80.00 12.0 1.752 BN1 0.345 0.00 50.67 18.93 253 263 130.71 2.92 24.0 1.752 NR1 0.345 1.27 61.23 50.67 227 207 18.51 3.58 7.0 1.049 AO 0.113 -1.12 10.92 10.85 226 227 18.51 6.00 0.0 1.752 BN1 0.009 0.00 10.98 10.92 226 206 18.55 3.58 7.0 1.049 AO 0.113 -1.12 10.98 10.90 225 226 37.07 8.00 0..0 1.752 BN1 0.034 0.00 11.25 10.98 225 205 18.76 3.58 7.0 1.049 AO 0.116 -1.12 11.24 11.14 224 225 55.83 1.29 12.0 1.752 BN1 0.072 0.00 12.19 11.24 223 224 75.33 10.00 0.0 1.752 BN1 0.124 0.00 13.43 12.19 223 203 20.40 3.29 7.0 1.049 AO 0.135 -1.12 13.44 13.17 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P 09-25-1997 PAGE 4 FROM TO 222 223 FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 95.72 4.00 0.0 1.752 BN1 0.194 0.00 14.22 13.44 222 202 20.94 3.29 221 222 116.66 9.50 221 201 22.69 264 221 139.35 254 264 139.35 7.0 1.049 AO 0.142 -1.12 14.22 13.88 0.0 1.752 BN1 0.280 0.00 16.88 14.22 3.29 7.0 85.83 0.0 1.83 24.0 41 40 42 41 43 42 50 43 44 50 COMMENT: 45 44 46 45 47 48 38 28 18 17 46 47 48 38 28 18 382.76 324.25 267.87 212.98 262.98 50 GPM 209.31 156.53 104.24 52.12 52.12 52.12 52.12 52.12 10.92 10.92 11.00 3.00 8.13 INSIDE 11.13 11.00 10.00 10.00 1.54 139.35 1.38 10.00 37 47 52.12 27 37 52.12 17 27 52.12 16 17 104.24 1.92 139.35 1.50 10.00 36 46 26 36 16 26 15 16 52.29 52.29 52.29 156.53 2.33 139.35 1.54 11.00 35 45 52.78 25 35 52.78 15 25 52.78 14 15 209.31 2.75 139.35 1.42 11.13 34 24 14 13 44 34 24 14 53.67 53.67 53.67 262.98 3.08 139.35 1.38 11.13 33 43 23 33 13 23 12 13 54.88 54.88 54.88 317.87 1.049 AO 1.752 BN1 1.752 NR1 0.0 4.352 O .0 4.352 0.0 4.352 0.0 4.352 0.0 4.352 HOSE ADDED AT 0.0 O .0 O .0 0.0 28.0 O .0 21.0 0.0 28.0 O .0 21.0 0.0 28.0 0.0 21.0 O .0 28.0 0.0 21.0 0.0 28.0 0.0 21.0 0.0 3.42 28.0 139.35 0.0 1.50 21.0 11.00 0.0 4.352 4.352 4.352 4.352 2.227 2.227 2.227 6.357 CM2 CM2 CM2 CM2 CM2 NODE CM2 CM2 CM2 CM2 RN2 BL1 RN1 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227.BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6,.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1' 0.164 -1.12 0.388 0.00 0.388 0.79 O .030 0.00 0.022 0.00 0.015 0.00 0.010 0.00 0.015 0.00 16.87 50.21 61.03 82.25 82.49 82.66 82.69 82.81 50 ON CROSS MAIN. 0.010 0.00 82.92 0.006 0.00 82.98 O .003 0.00 0.001 0.00 0.020 -0.67 O .020 0.00 O .020 0.67 0.000 0.00 0.020 0.020 0.020 0.000 - 0.83 0.00 0.83 0.00 0.020 -1.01 O .020 0.00 0.020 1.01 0.001 0.00 0.020 0.020 0.020 0.002 - 1.19 0.00 1.19 0.00 0.021 -1.33 0.021 0.00 O .021 1.33 0.002 0.00 0.022 0.022 O .022 0:003 - 1.48 0.00 1.48 0.00 83.01 83.02 82.93 85.66 86.77 86.77 82.77 85.50 86.77 86.77 82.57 85.32 86.77 86.78 82.34 85.13 86.77 86.79 82.12 85.00 86.79 86.82 81.85 84.85 86.81 86.85 16.30 16.87 50.21 81.92 82.25 82.49 82.66 82.69 82.81 82.92 82.98 83.01 83.02 82.93 85.66 86.77 83.01 82.77 85.50 86.77 82.98 82.57 85.32 86.77 82.92 82.34 85.13 86.77 82.81 82.12 85.00 86.79 82.65 81.85 84.85 86.81 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 5 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 32 42 56.39 3.13 28.0 2.227 RN2 0.023 -1.36 81.82 82.48 22 32 56.39 139.35 0.0 2.227 BL1 0.023 0.00 84.97 81.82 12 22 56.39 1.54 21.0 2.227 RN1 0.023 1.36 86.84 84.97 11 12 374.25 10.92 0.0 6.357 CM1 0.004 0.00 86.89 86.84 31 41 58.51 2.42 28.0 2.227 RN2 0.024 -1.05 81.93 82.24 21 31 58.51 139.35 0.0 2.227 BL1 0.024 0.00 85.30 81.93 11 21 58.51 1.50 21.0 2.227 RN1 0.024 1.05 86.89 85.30 10 11 432.76 10.92 0.0 8.249 CM1 0.002 0.00 86.91 86.89 30 40 60.96 1.67 28.0 2.227 RN2 0.02E -0.72 81.98 81.92 20 30 60.96 139.35 0.0 2.227 BL1 0.026 0.00 85.63 81.98 10 20 60.96 1.38 21.0 2.227 RN1 0.026 0.72 86.94 85.63 253 254 139.35 12.00 0.0 3.352 FM2 0.016 0.00 61.23 61.03 252 253 270.06 10.00 0.0 3.352 FM2 0.056 0.00 61.79 61.23 240 252 393.72 31.00 0.0 3.352 FM2 0.113 0.00 65.28 61.79 40 240 443.72 68.42 50.0 3.352 FM2 0.140 0.00 81.92 65.28 COMMENT: 50 GPM INSIDE HOSE ADDED AT NODE 240 ON CROSS MAIN. 9 10 493.72 44.46 40.0 8.249 FM 0.002 0.00 87.10 86.92 8 9 493.72 25.58 63.0 8.249 FM 0.002 10.62 97.91 87.10 7 8 493.72 2.00 0.0 8.249 FR 0.002 0.00 97.91 97.91 6 7 493.72 3.25 20.0 8.249 FR 0.002 0.00 97.96 97.91 5 6 493.72 0.01 0.0 8.249 FR 0.002 4.80 102.76 97.96 COMMENT: 8" FEBCO MODEL 876 DCDA. 4.8 PSI LOSS AT 400-500 GPM. 4 5 493.72 2.75 0.0 8.265 UN 0.002 1.41 104.17 102.76 0 4 493.72 268.00 121.0 8.265 UN 0.002 0.00 104.79 104.17 COMMENT: 150 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. fi SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: TWO HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP / OFFICE HAZARD CLASS PER NFPA 13 : EXTRA HAZARD -GROUP 1. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .245 GPM OVER THE MOST HYDRAULICALLY REMOTE 3850 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 100 GPM TWO CONNECTIONS TO MAIN PIPING. OUTSIDE HOSE 150 GPM CONNECTION TO CITY MAIN. IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 300 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165 ° F K -FACTOR: 8.2 ORIFICE SIZE: 17/32" WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 1446.22 GPM REQUIRED AT 114.89 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 1846.22 GPM REQUIRED AT 119.69 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP 0 d D a R.7-1 I '0143-ATVOilittib in 0 M U) w CC 0 0 oesausimium 0 0 H O Z m 0 V] 0 H W 0 ca 0 Fri CL a a O 0 L 0 F - V1 ; 1uIII 0 Ln 0 z 0 J tl SHEET OF tiilhIm■„■„,,■,,,,.itimoiliiHl■■■■■,■.■u i■■■■■■■■■1■■■■■■■■■■_..■■■■■■.N.NNN.■■.■■ ......■■......■.■■■.■■■■.■..■.■■..■■....■..■■■■r;■■■■.1■.■■■...■■■■..■ ■....■■■..■.■..■■1■...■■ ...■...............■■...■.■............■■....■.A■■.1■■....1.■....■.■■.n....■..........■..■■. ■.■...■.....■..■■■■...........■.■..■■■■.■ee::a1.■.■■■■■■.1■■..■■.n■.u■..■■■11....1..1..■.■ 11111111111 .■ .. ■ ■ ■■ ■.■. ■ i1 ■ ■ 1.■ 1111...■ ■.. ■■ .■■■ ■■ ■ ■■ 111• •1 ■ 1 ■■ 1111 ■1r. II 111■ 11 11..11. ■ ill ■.1 1■1 ■1 .1.:::.1:::.::1:1■■111111I.;EI. ■IIII■II.11111MI11ii.IIi1111■11111 illiiil 1111111111111111111111PENEPHISPPPPIPHIPIMMIEMPirdli1111lliuu..iitlllli. ,..■....■.■...........■■1■.../..■.■.■.■■.■■■....■■.■■1■„■■■,■■,,,,.■■... ■■■■. u.■...■■■1...■.■■..■.■■...■■..■.■■.■Nun■UL■■.1■... UM 1111. .■ .■.■.■.....■..■■....■.■....■.....■■.■..■.rl........ UM MOM ■.■■■■■■.■..■■■u....■..■■.■■■■■■■■1Nu.■■ n■.■1... 1111 ■1.■■ IIIII:I:IIII::I:I:II:IIII:IIII:I: FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly,8 in 8 6 Headloss (psi) 4 2 0 0010 12200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: [fps 0 7:6- T-13 T1.9 2.6-- 1 3.2 r3.8 1 4.5 5.1 -5.7- 6.4 7 7.7 8.3 8.9 r9.6 j gpm 0 TTO1T--2D0 300 -400-1-500 1 600 -70D 800 9D0 TIDO-0 i-ITOD 120-0---1300 j 1400 1500 si- 4.2 tS.E t5.4 15.1 14.8 -47 -r4.5 1_4.4 43 4.3 4.3 ! 43 j 43 43 1 4.4 f4. tps 10.2 1 I0:9 1-1.5 1271 1900 127E TT3.414 2000 2100 j -2200 14.7 23-00 13.3-16- 166- -17.2 1117:9 2400-2500-72600 i 2700-7-28-0-0 gpm s if OD 1800 -I-- 1 1 . 52 53 -.- . 5.5 - 1600 1 R00 psi , 4.7 700 400 -i6(10 (ICI 1400 1(1(10 17 (1 (1 1----- 0010 12200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: [fps 0 7:6- T-13 T1.9 2.6-- 1 3.2 r3.8 1 4.5 5.1 -5.7- 6.4 7 7.7 8.3 8.9 r9.6 j gpm 0 TTO1T--2D0 300 -400-1-500 1 600 -70D 800 9D0 TIDO-0 i-ITOD 120-0---1300 j 1400 1500 si- 4.2 tS.E t5.4 15.1 14.8 -47 -r4.5 1_4.4 43 4.3 4.3 ! 43 j 43 43 1 4.4 f4. tps 10.2 1 I0:9 1-1.5 1271 1900 127E TT3.414 2000 2100 j -2200 14.7 23-00 13.3-16- 166- -17.2 1117:9 2400-2500-72600 i 2700-7-28-0-0 gpm s if OD 1800 -I-- 1 1 . 52 53 -.- . 5.5 - 578 , 6.0 -6-2 j 6.4 i 6-.7 j 6:9 ' ! 1 psi , 4.7 ow uurve incivaes iI,I3LU vaive setter HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS E,T L 3.33 Pt 15.09 AREA=130 DROP1 31.85 1.049 EQ 7.00 0.308 Pe 0.57 BL121 31.85 T 10.33 Pf 3.18 Total Pressure: 18.84 DROP 2 BL 121,122,123 DROP 3 K -Line: 7.34 T L 1.33 Pt 12.44 C=120,E=1.33,AREA=118.06 28.92 1.049 EQ5.00 0.258 Pe 0.57 28.92 T 6.33 Pf 1.63 Total Pressure: 14.65 K-Line:7.56 30.10 1.049 BL121 30.10 T L 1.33 Pt 13.47 C=120,E=1.33,AREA=122.85 EQ 5.00 0.277 Pe 0.57 T 6.33 Pf 1.75 Total Pressure: 15.80 K -Line: 7.57 T L 1.33 Pt 14.95 C=120,E=1.33,AREA=129.42 DROP4 31.71 1.049 EQ 5.00 0.305 Pe 0.57 BL 122 31.71 T 6.33 Pf 1.93 Total Pressure: 17.46 K -Line: 7.59 T L 2.33 Pt 15.09 C=120,E=1.33,AREA=130 DROP5 31.85 1.049 EQ 5.00 0.308 Pe 0.57 BL123 31.85 T 7.33 Pf 2.26 Total Pressure: 17.92 K -Line: 7.52 E,T L 3.13 Pt 15.09 C=120,E=1.33,AREA=130 DROP6 31.85 1.049 EQ 7.00 0.308 Pe 0.57 BL123 31.85 T 10.13 Pf 3.12 Total Pressure: 18.78 K -Line: 7.35 E,T L 3.13 Pt 13.56 DROP7 30.20 1.049 EQ 7.00 0.279 Pe 0.57 BL123 30.20 T 10.13 Pf 2.83 Total Pressure: 16.96 C=120,E=1.33,AREA=123.25 K -Line: 7.33 T L 1.33 Pt 14.51 C=120,E=1.33,AREA=127.5 DROP8 31.24 1.049 EQ 5.00 0.297 Pe 0.57 BL124 31.24 T 6.33 Pf 1.88 Total Pressure: 16.97 K -Line: 7.58 DROP 9 BL124 28.15 28.15 1.049 T L 1.33 Pt 11.79 C=120,E=1.33,AREA=114.9 EQ 5.00 0.245 Pe 0.57 T 6.33 Pf 1.55 Total Pressure: 13.91 K -Line: 7.55 L 1.33 Pt 9.15 C=120,E=1.33,AREA=101.25 DROP 10 24.81 1.049 EQ 5.00 0.194 Pe 0.57 BL 125 24.81 T 6.33 Pf 1.23 Total Pressure: 10.95 10/15/97 K -Line: 7.50 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 121 L 11.33 Pt 18.84 DROP 1 SSP -1 31.85 2.227 EQ 0.00 0.008 Pe 0.00 31.85 T 11.33 Pf 0.09 L 11.33 Pt 18.93 DROP 2 SSP2 32.88 2.227 EQ 0.00 0.029 Pe 0.00 64.73 T 11.33 Pf 0.33 L 11.33 Pt 19.26 DROP 2 SSP -3 33.17 2.227 EQ 0.00 0.063 Pe 0.00 97.90 T 11.33 Pf 0.71 L 11.33 Pt 19.98 DROP 2 SSP -4 33.78 2.227 EQ 0.00 0.109 Pe 0.00 131.68 T 11.33 Pf 1.24 L 11.79 Pt 21.21 DROP 3 SSP -5 34.87 2.227 EQ 0.00 0.169 Pe 0.00 166.56 T 11.79 Pf 1.99 L 11.33 Pt 23.20 DROP 2 SSP -6 36.40 2.227 EQ 0.00 0.243 Pe 0.00 202.96 T 11.33 Pf 2.75 E,T L 42.75 Pt 25.95 DROP 3,E=2.75 SSP-7TO 38.57 2.227 EQ 21.57 0.335 Pe 1.19 BOT.OFRN 241.53 T 64.32 Pf 21.56 Total Pressure: 48.70 K -Line: 34.61 Max Velocity: 19.9 ft/s BL 122 L 11.33 Pt 14.65 DROP 2 SSP -1 28.92 2.227 EQ 0.00 0.007 Pe 0.00 28.92 T 11.33 Pf 0.07 L 11.33 Pt 14.72 DROP 2 SSP -2 29.00 2.227 EQ 0.00 0.024 Pe 0.00 57.92 T 11.33 Pf 0.27 L 9.17 Pt 14.99 DROP 2 SSP -3 29.26 2.227 EQ 0.00 0.051 Pe 0.00 87.19 T 9.17 Pf 0.47 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 15.46 PRESSURE OF 17.46 PSI AT SSP -4. ADJUSTED FLOW 92.65 L 12.42 Pt 17.46 DROP 4 SSP -4 31.71 2.227 EQ 0.00 0.098 Pe 0.00 124.36 T 12.42 Pf 1.22 L 12.42 Pt 18.68 DROP 4 SSP -5 32.80 2.227 EQ 0.00 0.151 Pe 0.00 157.16 T 12.42 Pf 1.88 L 11.33 Pt 20.56 DROP 4 SSP -6 34.41 2.227 EQ 0.00 0.218 Pe 0.00 191.57 T 11.33 Pf 2.47 E,T L 54.00 Pt 23.03 DROP 2,E=2.75 SSP-7TO 36.27 2.227 EQ 21.57 0.301 Pe 1.19 BOT.OFRN 227.84 T 75.57 Pf 22.74 Total Pressure: 46.96 10/15/97 K -Line: 33.25 Max Velocity: 18.8 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE FLOW SIZE FITTINGS LOSS PRESSURE LENGTH (PSI/FT) SUMMARY NOTES BL 123 SSP -1 SSP -2 SSP -3 SSP -4 SSP -5 SSP -6 SSP -7 SSP -8 TO BOT. OF RN 10/15/97 31.85 2.227 31.85 32.04 2.227 63.89 32.32 2.227 96.21 32.93 2.227 129.14 33.95 2.227 163.09 34.35 2.227 197.43 35.94 2.227 233.38 38.44 2.227 . 271.81 L 6.42 Pt 17.92 EQ 0.00 0.008 Pe 0.00 T 6.42 Pf 0.05 L 11.33 Pt 17.97 EQ 0.00 0.029 Pe 0.00 T 11.33 Pf 0.32 L 11.33 Pt 18.29 EQ 0.00 0.061 Pe 0.00 T 11.33 Pf 0.69 L 11.33 Pt 18.98 EQ 0.00 0.105 Pe 0.00 T 11.33 Pf 1.19 L 10.25 Pt 20.18 EQ 0.00 0.162 Pe 0.00 T 10.25 Pf 1.66 L 9.00 Pt 21.84 EQ 0.00 0.231 Pe 0.00 T 9.00 Pf 2.08 L 11.33 Pt 23.92 EQ 0.00 0.315 Pe 0.00 T 11.33 Pf 3.56 E,T L 48.92 Pt 27.48 EQ 21.57 0.417 Pe 1.19 T 70.49 Pf 29.40 Total Pressure: 58.07 DROP 5 DROP 2 DROP 2 DROP 2 DROP 2 DROP 6 DROP 6 DROP 7,E=2.75 K -Line: 35.67 Max Velocity: 22.4 ftls Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number. T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 124 L 8.50 Pt 16.97 DROP 8 SSP -1 31.24 2.227 EQ 0.00 0.008 Pe 0.00 31.24 T 8.50 Pf 0.06 L 8.50 Pt 17.03 DROP 8 SSP -2 31.30 2.227 EQ 0.00 0.028 Pe 0.00 62.53 T 8.50 Pf 0.23 L 8.50 Pt 17.27 DROP 8 SSP -3 31.51 2.227 EQ 0.00 0.059 Pe 0.00 94.05 T 8.50 Pf 0.50 L 6.08 Pt 17.76 DROP 8 SSP -4 31.96 2.227 EQ 0.00 0.101 Pe 0.00 126.01 T 6.08 Pf 0.61 L 7.67 Pt 18.37 DROP 9 SSP -5 32.35 2.227 EQ 0.00 0.154 Pe 0.00 158.36 T 7.67 Pf 1.18 L 6.75 Pt 19.55 DROP 9 SSP -6 33.37 2.227 EQ 0.00 0.219 Pe 0.00 191.74 T 6.75 Pf 1.48 L 6.75 Pt 21.03 DROP 10 SSP -7 34.37 2.227 EQ 0.00 0.297 Pe 0.00 226.11 T 6.75 Pf 2.00 L 6.75 Pt 23.03 DROP 10 SSP -8 35.97 2.227 EQ 0.00 0.390 Pe 0.00 262.08 T 6.75 Pf 2.63 L 8.50 Pt 25.66 DROP 8 SSP -9 38.42 2.227 EQ 0.00 0.502 Pe 0.00 300.49 T 8.50 Pf 4.27 E,T L 45.71 Pt 29.93 DROP 8,E=2.75 SSP-10TO 41.49 2.727 EQ 29.21 0.238 Pe 1.19 B.O. RN. 341.98 T 74.92 Pf 17.84 Total Pressure: 48.95 10/15/97 K -Line: 48.88 Max Velocity: 24.8 ft/s Page 4 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE LOSS FLOW SIZE FITTINGS LENGTH (PSI/FT) PRESSURE SUMMARY NOTES ORANGE MAIN EA ADD BL 121 ADD BL 122 241.53 4.352 241.53 232.35 4.352 473.88 ADJUSTED FLOW 514.28 ADD BL 123 ADD BL 124 L 10.42 EQ 0.00 0.013 T 10.42 L 10.42 EQ 0.00 0.045 T 10.42 ADJUSTED FLOW FOR MINIMUM REQUIRED PRESSURE OF 58.07 PSI AT ADD BL 123. 271.81 4.352 786.09 376.25 1,162.34 4.352 L 10.42 EQ 0.00 0.114 T 10.42 2E,T L 17.29 EQ 58.44 0.235 T 75.73 Pt 48.70 Pe 0.00 Pf 0.13 Pt 48.84 Pe 0.00 Pf 0.47 Pt 49.30 Pt Pe Pf Pt Pe Pf Total Pressure: 58.07 0.00 1.19 59.26 0.00 17.83 77.09 BL 121 BL 122 BL 123 BL 124 K -Line: 132.38 Max Velocity: 25.1 ft/s YELLOW MAIN SSP -8 SSP -9 TO B.O. RN. 81.24 3.352 81.24 31.24 3.352 112.48 L EQ T E,T L EQ T 8.50 0.00 8.50 34.29 33.86 68.15 0.000 0.011 Pt 16.97 Pe 0.00 Pf 0.00 Pt 16.97 Pe 0.00 Pf 0.76 Total Pressure: 17.73 DROP 8,HOSE=50 DROP 8 K -Line: 26.71 Max Velocity: 4.1 ft/s ORANGE MAIN WE ADD YELLOW 112.48 MAIN 112.48 10/15/97 T L 4.00 4.352 EQ 29.22 0.003 T 33.22 Pt Pe Pf Total Pressure: 17.73 0.00 0.10 17.83 YELLOW MAIN K -Line: 26.64 Max Velocity: 2.4 ft/s Page 5 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE LOSS PRESSURE FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN ADD 2ND HOSE T TOP OF RISER TOR TO MANIFOLD MAINIFOLD TO 8" DI FLG 8" DI FLG TO CITY CONN ADD 400 GPM HOSE 10/15/97 1,396.22 1,396.22 50.00 1,446.22 0.00 1,446.22 0.00 1,446.22 0.00 1,446.22 400.00 1,846.22 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm E,T L 30.13 Pt 6.357 EQ 55.32 0.052 Pe T 85.45 Pf 2T,4E L 171.33 Pt 6.357 EQ 145.85 0.056 Pe T 317.18 Pf 2EE,T,GV L 25.54 Pt 6.357 EQ 59.09 0.056 Pe T 84.63 Pf 77.09 -0.49 4.47 81.07 -5.47 17.71 93.31 11.99 4.73 E=-1.13, ORANGE MAIN EAST, ORANGE MAIN WEST C=120,E=-12.67,HOSE=50 C=120,E=27.75 E L 3.25 Pt 110.02 C=120,4.5 psi loss for 8.249 EQ 20.02 0.016 Pe 4.50 8"FESCO MODEL 876 T 23.27 Pf 0.37 3E,2GV,T L 265.00 Pt 114.89 C=140 8.265 EQ 144.83 0.012 Pe 0.00 T 409.83 Pf 4.80 L 0.01 Pt 119.69 8.265 EQ 0.00 0.018 Pe 0.00 T 0.01 Pf 0.00 Total Pressure: 119.69 MARGIN Flow: 1,857.1 gpm at 119.69 psi Pressure: 21.95 psi at 1,846.2 gpm % Overage 18.3% C=140, HOSE=400 K -Line: 168.76 Max Job Velocity: 25.1 Ws Page 6 515 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: THREE HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP -WASH CANOPY HAZARD CLASS PER NFPA 13 : ORDINARY GROUP 2. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 100 GPM OUTSIDE HOSE 150 GPM IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: DRY "C" FACTOR OVERHEAD : 100/120 ADDED AT: TWO CONNECTIONS TO MAIN PIPING. CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 13 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165 ° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: ELEVATION OF TEST: SAME AS SITE STATIC 150 PSI DATE OF TEST: 1989 RESIDUAL 94 PSI DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. FLOW 5,160 GPM LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 480.33 GPM REQUIRED AT 111.80 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 630.83 GPM REQUIRED AT 112.43 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP W z0 a esimasug ATER UP'LY DA H P: d w d CD t O 1 O 0 H cn Oiii w Z a cc m Q 0 0 2 oQ w } CI_ a a 0 0 I 0 t- 1 - ON F*LitielM 1/400 L, O z 0 J LL SHEET Im'IIr'h"h'!'uhh'°hnI, iIio..11111 i■.■■■■■■.■.■■■■■■■■■■■■■■■■■■■■■■■■■n■.■■■I.■■■■■ a■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■.■■■■N■■■■■U■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■B■■■■■'!■■■■ ■ ■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■nn■■■ ■■■■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■.■■■■■■an■.i■.■■■■■ 00000000000000000000000000000000001,0000000110000000 1 1■■■■■■■■■■■.■■■■■■■■■.■■■■■■■.■■■ u■■n■n■■■ ■.■■■■■■■■■.■■1■■■■■■■■■■■■■.■■■■■ u■./■■■■■■■ .■■■.■■■■.■■.■.1111■...■■■■■■■u■■II■�n■/0■■.u■■ g...uom.uCCCCi1.uuuu.uomuu=C..un■■.=1■u■ ■■.■■■■■■■■■■U.g ■_■■.=.■■n.■■■.nn■/■■n■.■ C�..iu� .uuuuuiu._iui=1.g i.Io =N== .■■■■■..■■.■.■■■■■■n.■.=■n....0■■ .au■■■■iME■ ■■■.■■■■■■■■■■■■■■■■■■■■■■■41...............■■.n...... in ■ 1 ■ ■■■■■■■■■■■■u■■■n■■U■■NN■■N ■.u■N■■ E:u•�n�U:::::.■up■•::IonlTholi ::::_••N•••N.Nf11■■O i FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly, 8 in Headloss (psi) 200 400 600 1800 1000 '1200 1400 1600 1800 2000 2200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: fps ;0 -6 1.3 1.9 ;2.6 3.2 ;3.8 4.5 5:1 5.7 6.4 '7 7.7 8.3 -:-8-9 9:6 gpm 0- 100 1200 *300 !400- '500 1600 700 -800 900 '1000 1100 T200 '1300- 1400-1500 psi 4.2 5:6 15.4 5.1 14.8 14:7 14.5 :4:4 •4.3 ;4.3 4:3 '4.3 4.3 43 14.-4- 4-.5 fps ;-10.2-- 1-0.9 -1-11.5 12:1 12:8 113.4 i 14 -1-14.-7 "-15.3 16 16.-6- 17.2 1-79 gpm _ F600 1200 t1800 1900 2000 + 21-00 12200 2300 -72400- 2500 1'2600-270-0---280-0--- I 2600'2700--'280 - ,- 50 i_. ! __ 5.8 6.0 6.2 6.:4 67 6-9 `Flow Curve InclUes FEBCO Valve Setter -Model # 6 1. - - - HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS SSU -1 19.07 1.049 ARM OVER 19.07 9/19/97 T L 0.50 Pt 11.52 AREA=95.36 EO 3.57 0.167 Pe 0.00 T 4.07 Pf 0.68 Total Pressure: 12.20 K -Line: 5.46 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES SSUABL 132A L 10.21 Pt 12.20 SSU -1 19.07 1.752 EO 0.00 0.014 Pe 0.00 19.07 T 10.21 Pf 0.14 E L 10.38 Pt 12.34 C=100, K=5.62, SSU -1 19.18 1.752 EO 4.31 0.050 Pe 0.00 38.25 T 14.69 Pf 0.73 SSU -2 ADJUSTED FLOW FOR MINIMUM REQUIRED PRESSURE OF 18.12 PSI AT SSU -3 TO. ADJUSTED FLOW 45.04 Pt 13.07 SSU -3 TO TOP OF RN T.O.RN TO BOT. OF RN T L 10.79 23.92 1.752 EO 8.62 0.148 68.97 T 19.41 L 0.71 73.05 2.227 T EO 10.26 0.176 T 10.97 142.01 Pt 18.12 Pe 0.00 Pf 2.88 Pt 21.00 Pe 0.31 Pf 1.93 C=100, K=5.62, AREA=119.62 BL 132B,E=.71 Total Pressure: 23.24 K -Line: 29.46 Max Velocity: 11.7 ft/s BL132B L 11.58 Pt 18.12 SSU -1 23.92 1.752 EO 0.00 0.021 Pe 0.00 23.92 T 11.58 Pf 0.24 L 11.58 Pt 18.36 SSU -2 24.08 1.752 EO 0.00 0.076 Pe 0.00 48.01 T 11.58 Pf 0.88 AREA=119.62 C=100, K=5.62, AREA=119.62 T L 0.79 Pt 19.24 SSU -3 TO 24.65 1.752 EO 8.62 0.164 Pe 0.00 TOPOFRN 72.66 T 9.41 Pf 1.54 C=100, K=5.62, AREA=119.62 Total Pressure: 20.78 K -Line: 15.94 Max Velocity: 9.7 ft/s BL 133A L 11.79 Pt 20.68 SSU -1 25.56 1.752 EO 0.00 0.024 Pe 0.00 25.56 T 11.79 Pf 0.28 AREA=127.80 L 8.00 Pt 20.96 C=100, K=5.62,AREA=127.80 SSU -2 25.73' 1.752 EO 0.00 0.086 Pe 0.00 51.29 T 8.00 Pf 0.69 E L 8.42 Pt 21.65 C=100, K=5.62, AREA=92.62 SSU -3 26.15 1.752 EO 4.31 0.184 Pe 0.00 77.44 T 12.73 Pf 2.34 4 L 12.88 Pt 23.99 SSU 27.53 1.752 EO 0.00 0.323 Pe 0.00 104.97 T 12.88 Pf 4.16 C=100, K=5.62, AREA=128.75 T L 2.46 Pt 28.15 SSU-5TO 29,82 1.752 EO 8.62 0.513 Pe 0.00 TOP OF RN 134.79 T 11.08 Pf 5.68 T L 0.46 Pt 33.89 BL 1336,E=.46 TOP OF RN TO 62.75 2.227 EO 10.26 0.324 Pe 0.20 BOT OF RN 197.54 T 10.72 Pf 3.47 Total Pressure: 37.51 C=100, K=5.62, AREA=128.75 9/19/97 K -Line: 32.26 Max Velocity: 17.9 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 133B SSU -1 25.75 1.752 25.75 L 12.88 EO 0.00 0.029 T 12.88 Pt 20.99 Pe 0.00 Pf 0.31 AREA=128.75 SSU -2 TO TOP OR RN 25.94 1.752 51.69 T L 10.42 EO 8.62 0.087 T 19.04 Pt 21.30 Pe 0.00 Pf 1.66 C=100, K=5.62, AREA=128.75 Total Pressure: 22.96 9/19/97 K -Line: 10.79 Max Velocity: 6.9 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES YELLOW MAIN L 10.00 Pt 37.51 BL 133A/133B ADD BL 133A/6 197.54 2.727 EO 0.00 0.121 pe 0.00 197.54 T 10.00 Pf 1.21 E L 11.71 Pt 38.71 C=100, BL 132A/132B ADD BL 132A/B 183.30 2.727 EO 6.95 0 •x07 Pe 1.39 E=3.21 TO3X2RED. 380.83 T 18.66 Pf 7.60 L 1.79 Pt 47.70 C=100,E=1.79,2.1 psi 3 X 2 REO. TO 0.00 3.352 EO 0.00 0.149 Pe 2.87 loss for 3" STAR MODEL A BASE OF DPV 380.83 T 1.79 Pf 0.27 DPV. 3E,GV L 18.42 Pt 50.84 C=120,E=-12.42 BASEOFDPVTO 0.00 3.352 EO 33.86 0.106 Pe -5.37 TOP OF MAIN 380.83 T 52.28 Pf 5.57 T L 49.46 Pt 51.04 C=120 TOP OF MAIN TO _ 0.00 3.352 EO 23.09 0.106 Pe 0.00 1ST HOSE VA. 380.83 T 72.55 Pf 7.72 E,T L 73.13 Pt 58.76 C=120,HOSE=50,E=2.54 ADD 1ST HOSE 50.00 3.352 EO 33.86 0.134 Pe 1.10 TO ORANGE MAIN 430.83 T 106.99 Pf 14.31 Total Pressure: 74.16 K -Line: 50.03 Max Velocity: 20.9 ftls ORANGE MAIN YELLOW MN TO GREEN MN 430.83 3.352 430.83 L 4.00 EO 0.00 T 4.00 Pt 73.90 0.134 Pe 0.00 Pf 0.53 C=120,YELLOW MAIN Total Pressure: 74.43 9/19/97 K -Line: 49.94 Max Velocity: 15.7 ftls Page 4 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE ID FLOW PIPE SIZE LOSS PRESSURE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN 430.83 430.83 3.352 2T,E L EO T 30.13 56.94 87.07 Pt 0.134 Pe Pf 74.43 - 0.49 11.65 C=120,E=-1.125, ORANGE MAIN ADD 2ND HOSE T TOP OF RISER 50.00 480.83 4.352 2T,4E L EO T 171.33 116.89 288.22 Pt 0.046 Pe Pf 85.59 - 5.47 13.26 C=120,E=-12.67, HOSE=50 TOR TO MANIFOLD 0.00 480.83 4.352 MAINIFOLD TO 8" DI FLG 0.00 480.83 8.249 2EE,T,GV L 25.54 EO 43.83 T 69.37 E L 3.25 EO 20.02 T 23.27 Pt 0.046 Pe Pf Pt 0.002 Pe Pf 93.38 11.99 3.19 C=120,E=27.75 108.56 3.20 0.05 C=120,3.2 psi loss for 8"FEBCO MODEL 876 8" D1 FLG TO CITY CONN 0.00 480.83 8.265 3E,2GV,T L EO T 265.00 144.83 409.83 Pt 0.002 Pe Pf 111.80 0.00 0.63 C=140 ADD 150 GPM HOSE 150.00 630.83 8.265 L EO T 0.01 0.00 0.01 Pt 0.003 Pe Pf 112.43 0.00 0.00 C=140, HOSE=150 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm Total Pressure: 112.43 MARGIN Flow: 3,527.9 gpm at 112.43 psi Pressure: 36.42 psi at 630.8 gpm 9/19/97 • % Overage 32.4% K -Line: 59.49 Max Job Velocity: 20.9 ft/s Page 5 C PVENGINEERED SEATTLE -ANCHORAGE -BUFFALO American Medical Response 13075 Gateway Drive, #100 Seattle, WA. FM -200 Fire Suppression System — Data Submittal EFS Project 12681 The information contained is the property of Engineered Fire Systems, Inc. This submittal is received in confidence that its content may not be disclosed without prior written consent of Engineered Fire Systems, Inc. Engineered Fire Systems makes no warranties as to the accuracy or completeness of the information and disclaims any liabilities regarding its use except those in the standard terms and conditions of the sale for the product and in no case will Engineered Fire Systems, Inc. be liable for any incidental or consequential damages arising from the sale, resale, use or misuse of this material. Engineered Fire & Safety 301 30th Street NE, Suite 100 Auburn, WA 98002 Tel: 800-660-3637 Tel: 253-876-0089 Fax: 253-876-0119 Table of Contents 1.0 Control Panel 1.1 3220 Control Panel 1.2 Battery 2.0 Field Devices 2.1 Photoelectric smoke Detector 2.2 Manual Discharge Station 2.3 Suppresion Abort Station 2.4 MT Series Horn 2.5 Discharge Tight 3.0 FM -200 Equipment 3.1 FM -200 Agent 3.2 200 Ib. FM -200 cylinder 3.3 Cylinder Strap 3.4 Flexible discharge hose 3.5 Discharge nozzle 3.6 Electric actuator 3.7 Door warning sign 4.0 Calculations 4.1 Panel Battery Calculations 4.2 FM -200 Flow Calculations c BILL OF MATERIALS (BOM) ITEM SYM QTY PART NUMBER MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING MILLIAMP AC ALTERNATING CURRENT NAC NOTIFICATION APPLIANCE CIRCUIT AFF ABOVE FINISHED FLOOR NC, N/C 1 SCP 1 30-322001-001 3220 SUPPRESSION CONTROL PANEL FENWAL 72" AFF 2 AWG 1 30-322001-009 - OPTIONAL RELAY BOARD (ORB) FENWAL IN SCP 3 C 2 - 12V-12AH BATTERIES - IN SCP 4 CKT - - - - - - 5 ®P 2 71-550000-001 PSD -7155 PHOTOELECTRIC SMOKE DETECTOR FENWAL ON BASE 6 E 2 70-501000-001 2WB 2 WIRE STANDARD BASE FENWAL TO 4" OCT. BOX 7 EKIA 1 5023 MT -12/24-R MULTI TONE -HORN 24 VDC WHEELOCK 80" AFF 8 F(A 2 SSU03003-G V33 FM200 LIGHT, WHT. PLATE W/BLUE LENS (FLASHING) SPACEAGE ELECTRONICS TO MULBERRY MNTG. BOX 9 gA 1 SSU03002-J V33 FM200 LIGHT, WHT. PLATE W/AMBER LENS (STEADY) SPACEAGE ELECTRONICS TO MULBERRY MNTG. BOX 10 X 3 SSU03040 - SURFACE MOUNTING BOX - DISCHARGE LIGHT SPACEAGE ELECTRONICS 80" AFF, HOR. MNT. 11 CA 1 30-195000-002 1950 SERIES DOUBLE ACTION MANUAL RELEASE STATION FENWAL TO 4SQ W/SG TRIM 12 CA 1 30-193000-002 - SUPPRESION ABORT STATION W/SURFACE BACK BOX FENWAL 48" AFF TO 4SQ W/DG TRIM 13 R 1 MR -201 CR - AUX. RELAY SPACEAGE ELECTRONICS - 14 - 1 235317 - 200# CYLINDER MOUNTING STRAP FENWAL ON UNI -STRUT 15 0 1 90-100201-101 - 200 LB FM -200 CTLINDER W/ LLI, W/ 135# FM -200 FENWAL - 16 135# 93-190000-001 - FM -200 AGENT (FACTORY FILLED) LB'S. FENWAL IN CYLINDER 17 X 1 48650001 - ELEC. CONTROL HEAD, STACKABLE, 24VDC (EX. PROOF) FENWAL ON CLYINDER 18 1 283899 - 2" DISCHARGE HOSE FENWAL ON VALVE OUTLET 19 2 06-231865-739 - NAMEPLATE, "WARNING," FM -200 FENWAL EXTERIOR DOOR TO ROOM 20 —0 1 93-194016-316 - 1-1/4" 180' FM -200 NOZZLE (0.6439 sq. in.) FENWAL ON DISCHARGE PIPING 21 X - - - - - - 22 - - - - - - 23 - - - - - - 24 - - - - - - 25 26 27 28 29 30 ELECTRICAL NOTES: 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760 SECTION C, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS. 2) CONDUIT INDICATED ON PRINTS IS DIAGRAMMATIC AND MAY BE REROUTED PER FIELD REQUIREMENTS. 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE DETECTION/PROTECTION CIRCUITS (MOST FIRE DETECTION/PROTECTION CIRCUITS ARE NEC CLASS 3). 4) FIRE SUPPRESSION DEVICE WIRING IS REQUIRED TO BE IN CONDUIT PER NFPA 2001. OPEN FIRE ALARM CABLE IS NOT PERMITED. ALL SLC LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, LOW/MID CAPACITANCE FIRE ALARM CABLE. 5) FIRE DETECTION/PROTECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) TO ENSURE SUPERVISION OF WIRING. CLASS "B" FIRE DETECTION/PROTECTION SIGNALLING LINE CIRCUITS MAY BE PARALLEL BRANCHED (TEE TAPPED) IF SO INDICATED ON THE SYSTEM RISER. 6) POLARITY OF ALL FIRE DETECTION/PROTECTION WIRING SHALL BE MAINTAINED THROUGHOUT ENTIRE SYSTEM; WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 7) THE FIRE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS AND GROUNDS. WIRING SHALL THEN BE MEGGARED BEFORE CONNECTION OF ANY DEVICES TO THE SYSTEM WIRING. WIRING SHALL BE MADE UP FOR THIS TEST SO THAT ALL WIRING COMPRISING THE SYSTEM IS TESTED. MEGGAR TEST RESULTS, INCLUDING RESISTANCE VALUES, SHALL BE RECORDED AND SUBMITTED TO ENGINEERED FIRE SYSTEMS PRIOR TO COMMISSIONING TEST. 9) FIRE ALARM PANEL, AND ANY OTHER FIRE DETECTION/PROTECTION EQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER. OTHER (NON -FIRE DETECTION/PROTECTION) EQUIPMENT SHALL NOT SHARE THE FIRE ALARM CIRCUIT(S). THIS BREAKER SHALL BE LOCKED AND CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL". 10) POWER SHALL NOT BE APPLIED TO THE FIRE ALARM PANEL UNLESS A REPRESENTATIVE FROM ENGINEERED FIRE SYSTEMS IS PRESENT. `DESIGNATES NODE NUMBER. FLOW CALCULATION NODE POINT REFERENCE WIRE TAG DESCRIPTION XX#XX GENERAL NOTES: 1) NOTIFY ENGINEERED FIRE & SAFETY OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L. LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS BEEN PERFORMED. ROOM SEALING NOTES: REQUIRMENTS FOR SEALING ROOMS THAT ARE PROTECTED BY AGENT. PROBLEM SOLUTION POROUS CONCRETE ELECTRICAL PANELS OPEN CONDUIT WALL PENETRATIONS CRACKS IN CONCRETE DAMPERS JUNCTION AT WALL & FLOOR PLENUM LIGHT FIXTURES DOORS PAINT WITH SEALANT 1 -HOUR RATED DUPONT TYPE SEALER DUCT SEALER 1 -HOUR RATED DUPONT TYPE SEALER CAULKING SMOKE DAMPERS ONLY, NO FIRE DAMPERS CAULKING (INSIDE OF ROOM) COMPLETELY WEATHER-STRIPPED WEATHERSTRIPPING, BOTTOM SWEEPS, AND DOOR CLOSERS ARE REQUIRED. HOLDERS REQ'D. IF DOORS ARE TO BE OPEN. THIS IS NOT A COMPLETE LIST. THE ROOM MUST BE SEALED SO AS TO BE VIRTUALLY AIR -TIGHT. ENGINEERED FIRE SYSTEMS IS NOT RESPONSIBLE FOR THE SEALING AND INTEGRITY OF THE ROOM. WIRE SIZE (AWG) NUMBER OF CONDUCTORS DESIGNATES DETAIL NUMBER DESIGNATES DRAWING NUMBER WHERE DETAIL IS LOCATED. A DASH REPRESENTS THE SAME SHEET. DETAIL REFERENCE FM -200 SYSTEM NOTES: ABBREVIATION LEGEND ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ALARM (LED) A, AMP AMPERES mA MILLIAMP AC ALTERNATING CURRENT NAC NOTIFICATION APPLIANCE CIRCUIT AFF ABOVE FINISHED FLOOR NC, N/C NORMALLY CLOSED AH AMP HOUR NO, N/O NORMALLY OPEN, NUMBER AHU AIR HANDLING UNIT NPT NATIONAL PIPE THREAD AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE BOM BILL OF MATERIALS R REPLACE EXISTING DEVICE C COMMON, CONDUIT ROR RATE OF RISE CFM CUBIC FEET PER MINUTE SCP SUPPRESSION CONTROL PANEL CKT CIRCUIT SH SHIELDED COM COMMON SLC SIGNALING LINE CIRCUIT DAC DIGITAL ALARM COMMUNICATOR SNAC SUPPLEMENTAL NAC CIRCUIT PANEL DPDT DOUBLE POLE, DOUBLE THROW SPST SINGLE POLE, SINGLE THROW E EXISTING TRBL TROUBLE ELR END OF LINE RESISTOR TW TWISTED EOL END OF LINE TYP TYPICAL FCP FIRE ALARM CONTROL PANEL U.L. UNDERWRITER'S LABORATORY FM FACTORY MUTUAL INSURERS V VOLTS GND GROUND W WATT HSSD HIGH SENSITIVITY SMOKE DETECTION WP, W/P WEATHER PROOF HVAC HEATING, VENTILATION, & AIR CONDITIONING XFMR TRANSFORMER X X X 1) SYSTEM IS TO BE A FM -200 CLEAN AGENT SUPPRESSION SYSTEM. SYSTEM SHALL BE INSTALLED PER NFPA 2001 & NFPA 72. SYSTEM SHALL CONFORM TO MANUFACTURERS INSTALLATION STANDARDS AND MANUALS. 2) ALL PERSONNEL WORKING WITH THE SYSTEM SHALL BE TRAINED IN THE OPERATION AND SAFTEY OF THE REQUIRMENTS. 3) MINIMUN DESIGN CONCENTRATION SHALL BE 7%, MAXIMUM SHALL BE 9%. DISCHARGE TIME SHALL BE BETWEEN 6 AND 10 SECONDS. PIPING NOTES: 1) ALL AGENT PIPING SHALL BE SCHEDULE 40, BLACK OR GALVANIZED SEAMLESS STEEL PIPE OR EQUIVALENT AS SPECIFIED BY NFPA 2001, LATEST EDITION. 2) EXAMPLES OF MATERIALS FOR PIPING AND THE STANDARDS COVERING THESE MATERIALS ARE: FERROUS PIPING, BLACK OR GALVANIZED STEEL PIPE - ASTM A-53, A-106, ANSI B36.10; FLEXIBLE METALLIC HOSE - ANSI B140. NONMETALLIC PIPE, ORDINARY CAST-IRON PIPE, OR STEEL PIPE CONFORMING TO ASTM A-120 SHALL NOT BE USED. 3) EXAMPLES OF MATERIALS USED FOR FITTINGS ARE: MALLEABLE IRON 300# CLASS ONLY - ASTM A-197; DUCTILE IRON 300# CLASS ONLY - ASTM A-395; STEEL - ASTM A-234. 4) ALL CEILING TILES WITHIN A TEN -FOOT RADIUS OF DISCHARGE NOZZLES SHALL BE SECURELY FASTENED. 5. ALL REDUCTIONS IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, REDUCERS, OR SWAGED NIPPLES. REDUCING BUSHINGS ARE NOT PERMITTED. 6) ALL PIPE AND FITTINGS SHALL BE REAMED AND FREE OF BURRS, VARNISH, SCALE AND OIL, BEFORE AND AFTER ASSEMBLY. ALL PIPE SHALL BE SWABBED WITH SOLVENT. 7) ONLY TEFLON TAPE OR PTFE PASTE SHALL BE USED ON ALL JOINTS. 8) ALL PIPE AND NOZZLE CONFIGURATIONS SHALL BE INSTALLED ACCORDING TO SECTION 4 OF FENWAL PUBLICATION FM -200 DESIGN, INSTALLATION, OPERATION, AND MAINTENANCE MANUAL. 9) ALL UNSPECIFIED PIPE LENGTHS SHALL BE CLOSE NIPPLES. ALL PIPE LENGTHS ARE FROM CENTER OF FITTING TO CENTER OF FITTING. 10) 180/360 DEGREE NOZZLES SHALL BE MOUNTED 6"±2" FROM THE CEILING. 11) 180 DEGREE NOZZLES SHALL BE MOUNTED 12"±2" FROM SIDE WALLS. 12) PIPING SHALL BE BRACED AT ALL DIRECTION CHANGES, ALL NOZZLES, AND AT 10' MAX. SPACING. REFER TO ANSI B-31.1 FOR BRACING REQUIRMENTS. 13) ALL PIPE SHALL BE PNEUMATICALLY TESTED IN A CLOSED CIRCUIT FOR A PERIOD OF 10 MINUTES AT 40 PSI. AT THE END OF THE 10 MINUTES THE PRESSURE DROP SHALL NOT EXCEED 20% OF THE TEST PRESSURE. INPUTS RESPONSES FENWAL 3220 FM -200 CONTROL PANEL SEQUENCE OF EVENTS X = DESIRED RESPONSE 0 =UNDESIRED RESPONSE A = ABORT RESPONSE TD = RESPONSE AFTER TIME DELAY POWER ON (LED) ALARM (LED) TROUBLE (LED) HORN — SLOW o ,P„ z re 0 BLUE DISCHARGE LIGHT • SHUTDOWN AC UNITS & FANS DISCHARGE TIME DELAY ACTIVATION (60 sec.) DISCHARGE TIME DELAY RESTART SUPPRESSION AGENT DISCHARGE ALARM OUTPUT CONTACTS TO BLDG. FAP (TROUBLE OUTPUT CONTACTS TO BLDG. FAP AMBER LIGHT IN SUPV. ROOM SYSTEM NORMAL X TROUBLE CONDITION X X SUPPRESSION RELEASE STATION X X X X X X X 1 AREA SMOKE DETECTOR X X X X X 2 AREA DETECTORS X X TD X X TD X X - X X (A) 2 DETECTORS, THEN ABORT SWITCH X X X AX A (B) RELEASE ABORT SWITCH X TD X TD X ABORT SWITCH, THEN RELEASE STATION X X X il X X ABORT SNATCH X A DRAWING INDEX 0 0 Without Comments As Noted In Red 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 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 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: Oc/IZ1 /r/`l By: DWG # DRAWING NAME FP -01 BOM, NOTES, DETAILS, & MATRIX FP -02 FM -200 PLANS AND DETAILS FP -03 WIRING DETAILS & RISER DIAGRAM TUKWILA FIRE DEPARTMENT, Please call: 575-4407 and give this job 9J�- No.G1 J toll and exp:, shut, dawn or reswrauuii .,idroval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to Oft tl?4i.as,<'lata prin.:- to commencement of rti.e :t,419:M.a•C..t O,"i•.rrg of any Fire Alarm and 1) atct';ion SysI.ems. Failure of test will resits S40 Re- inspection Fee and termination of the testing. >- w uJ 0 0 rn ISSUED FOR REVIEW 0 U LLI 0 0 szin 0 AS NOTED J W 0 UJ 0 z SUSP. CLG. 1/2.'0 LIQUID TIGHT FLEX CONDUIT BY SITE ELECTRICAL CONTRACTOR 9'-0" CLG. J—BOX 0 72" 2" HOSE 200# CYL AC4 LOCATED ON ROOF. SHUTDOWN ON 2ND ALARM. ELECTRIC CONTROL HEAD TANK MOUNTING BRACKET FINISHED FLOOR UNISTRUT 48"-200# CYLINDER 4' 0" APPROX. FINISHED FLOOR MOUNTING HEIGHT DETAIL SCALE: CYLINDER MOUNTING DETAIL SCALE: NTS ELR NAC -2 INSTALL NEW CEILING MOUNTED AMBER LIGHT IN SUPERVISORS ROOM. ROOM IS APPROX. 75' AWAY FROM PANEL. ELR • _ i NAC -1 TO NEAREST SLC LOOP OF EXISTING FIRE ALARM SYSTEM. ADD NEW ADDRESSABLE MODULES AND CONNECT TO NEW FM -200 CONTROL PANEL. EXIST. PANEL IS AN SILENT KNIGHT 5820. FM -200 DETECTION PLAN SCALE: 1/4" = 1 "UNI -STRUT" CHANNEL OR EQUAL 0'-6"(1-1/4") S-0"(1-1/4") DISCHARGE PIPING "UNI -STRUT" PIPE CLAMP OR EQUAL " TO 1-1/4" RED. PIPE SUPPORT DETAIL SCALE: NTS 9'-O" CLG. 2" DISCHARGE HOSE �- 200# CYLINDER W/135# OF FM -200 CYLINDER ISOMETRIC SCALE: NTS Go (0 ao o w J I— F— W FM -200 PIPING PLAN SCALE: 1/4" = FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2/{16, FOR DETECTION / INITIATING CIRCUITS. 2#16, HORN/STROBE OR NAC TRIGGER CKT.'S. (YELLOW, BROWN) 2#16, POWER FOR AUX. DEVICES. (RED, BLACK) 2#16, FOR RELEASE AND/OR AUX. CONTACTS. AREA SQ. FT. HGHT. FT. VOLUME CU. FT. AGENT QTY. LB's. NOZZLE No. NOZZLE PART NUMBER ORIFICE SIZE COMMUNICATIONS RM 200 1 200LB. CYLINDER FILLED W/ 135LB. FM -200. 8.3 467 9.0 4,203 135 E1 -N1 93-194016-316 0.6439" 2'-0" 180' NOZZLE filt I �- 200# CYLINDER W/135# OF FM -200 CYLINDER ISOMETRIC SCALE: NTS Go (0 ao o w J I— F— W FM -200 PIPING PLAN SCALE: 1/4" = FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2/{16, FOR DETECTION / INITIATING CIRCUITS. 2#16, HORN/STROBE OR NAC TRIGGER CKT.'S. (YELLOW, BROWN) 2#16, POWER FOR AUX. DEVICES. (RED, BLACK) 2#16, FOR RELEASE AND/OR AUX. CONTACTS. FM -200 ENCLOSURE TABLE ROOM NAME ZONE CONC. DISCHG. TIME AREA SQ. FT. HGHT. FT. VOLUME CU. FT. AGENT QTY. LB's. NOZZLE No. NOZZLE PART NUMBER ORIFICE SIZE COMMUNICATIONS RM 200 1 6.6 8.3 467 9.0 4,203 135 E1 -N1 93-194016-316 0.6439" FM -200 CYLINDER FILL ZONE No. CYL. No. CYLINDER MAX. FILL CYLINDER ALL WT. 1 C1 200 135 NOTE: SET SOUNDER CKT.-1 TO OPERATE AS FOLLOWS. FIRST ALARM - SLOW PULSE SECOND ALARM - FAST PULSE DISCHARGE - STEADY SET CKT.-2 TO OPERATE ON DISCHARGE. (TB5 DET -1) NOTE: SET RELAYS TO OPERATE ON "DECISIVE ALARM". (SECOND ALARM) FOR HVAC 4 SHUTDOWN. & DAMPERS FOR HVAC 4 SHUTDOWN. & DAMPERS OPTIONAL RELAY BOARD CONTACTS FOR CONNECTION TO BLDG. FIRE ALARM PANEL. 3.9K 1 /2W ELR RELEASE (TB6) (R2 + RD ELECTRIC ACTUATOR RELEASE CIRCUIT SCALE: (TB5 DET -2) 3.9K 1/2W ELR INITIATING CIRCUITS 18c 2 SCALE: NTS MOMENTARY SUPPRESSION ABORT AMBER WARNING LIGHT IN SUPERVISORS ROOM. ABORT (TB5) 1OK 1/2W ELR NAC -1 (TB6) 1OK ELR ABORT CIRCUIT 6 SCALE: NTS NAC -1 CIRCUIT SCALE: NTS 1ST ALM., 2ND ALM.. & DISCHARGE BLUE DISCHARGE LIGHT NAC -2 (TB6) 1OK 1 /2W ELR MANUAL RELEASE CIRCUIT SCALE: NAC -2 CIRCUIT SCALE: NTS DISCHARGE 3220 CONTROL PANEL SCALE: NTS NOTES: BATTERY CABLES MUST BE KEPT 1/2 -INCH AWAY FROM ALL FIELD WIRING AND CIRCUIT BOARD. NO CONDUIT PENETRATIONS SHALL BE ALLOWED IN BOTTOM OR SIDES NEAR BATTERY LOCATIONS SOUNDER OUTPUT CIRCUITS 1 & 2 SHORTING LINK W108 & W109 CONFIGURATION PINS 1& 2 PINS 3& 4 PINS 5& 6 / CLASS B, STYLE B OPEN OPENS OPEN OPEN CLASS A, STYLE D RT _OPEN _ O RTRT © 4 A mak A 0 fr Mr v 0 1 11 1"1 1"1 1 AC & 24V - 1 + - 1 + - 1 + - 1 + R2- 1 R2+ I R1- I R1+ 1- 1 2- 1 2+ 1 1+ 1- 1 2- 1 2+ 1 1+ ® ® PSU PLUG BATTERY RESET NON- STOP V RELEASE SOUNDER 2 SOUNDER 1 m I) V/ RESET W TB1000 TB6 N IT 11 ll IJ 011 AUX 24V OUT _ AC INPUT TB3 TB1 © W109 W200 M - .4116 TB4 - 2 0 1 0 10 01 3 0 NO m _Lt W1000 SIGNAL .. C J SILENCE �/ \. NC Q D MVP V1.0 SYSTEM STATUS NORMAL , W108 12:00 4/25/01 RESET NO J ALMOO SUPO TBLOO J SYSTEM r\ /1 CONTROLS l �/ J C 1 NC (1CoN1RoLNANELO ALARM Cl SCROLL MENU - pug Dv u CONTROLS 0 0 L NO c, O scRaL �Q-- 4-I C O cr J5 ,, , SUPV. TROUBLE l J NC (1-0 0 0, ® L - J DETECTION WATERFLOW LCD J1 I J1001 ® CONTRAST W101 VR1 W104 4 Ell J4 J1000 © O TB7 TBS 0 e RS485 CHANNEL 1 RS485 CHANNEL 2 ABORT MR SUPV DET 1 DET 2 WFLOW Al 1 81 1 A2 1 B2 Al 1 8I 1 A2 1 B2 + 1 - + 1 - '1' 1 - 1+ 1 2+ 1 2- 1 1- 1+ 1 2+ 1 2- 1 1- 1+ 1 2+ 1 2- 1 1- /�. I I I I I©1111 L—NV1r- u u i 6 E \_Q Q 1/2w v 1 /2W v v ELR ELR Aiiik 1 0 (-) (+) 0 0 (-) (+) 0 12 AH 12 VDC BATTERY 12 AH 12 VDC BATTERY 3.9K 1 /2W ELR RELEASE (TB6) (R2 + RD ELECTRIC ACTUATOR RELEASE CIRCUIT SCALE: (TB5 DET -2) 3.9K 1/2W ELR INITIATING CIRCUITS 18c 2 SCALE: NTS MOMENTARY SUPPRESSION ABORT AMBER WARNING LIGHT IN SUPERVISORS ROOM. ABORT (TB5) 1OK 1/2W ELR NAC -1 (TB6) 1OK ELR ABORT CIRCUIT 6 SCALE: NTS NAC -1 CIRCUIT SCALE: NTS 1ST ALM., 2ND ALM.. & DISCHARGE BLUE DISCHARGE LIGHT NAC -2 (TB6) 1OK 1 /2W ELR MANUAL RELEASE CIRCUIT SCALE: NAC -2 CIRCUIT SCALE: NTS DISCHARGE 3220 CONTROL PANEL SCALE: NTS NOTES: BATTERY CABLES MUST BE KEPT 1/2 -INCH AWAY FROM ALL FIELD WIRING AND CIRCUIT BOARD. NO CONDUIT PENETRATIONS SHALL BE ALLOWED IN BOTTOM OR SIDES NEAR BATTERY LOCATIONS SOUNDER OUTPUT CIRCUITS 1 & 2 SHORTING LINK W108 & W109 CONFIGURATION PINS 1& 2 PINS 3& 4 PINS 5& 6 PINS 7& 8 CLASS B, STYLE B OPEN OPENS OPEN OPEN CLASS A, STYLE D RT _OPEN _ RT ELR ELR ELR 2-1 - .-42)P ELR 1-1 P AMBER LIGHT IN SUPERVISORS ROOM. A NAC -1 ELR NAC -2 ELR FM -200 ACTUATOR DETECTOR INPUT CIRCUITS 1 & 2 SHORTING LINK W101 CONFIGURATION DET. CKT. 1 DET. CKT. 2 PINS 1& 2 PINS 3& 4 PINS 5& 6 PINS 7& 8 CLASS B, STYLE B OPEN OPEN OPEN OPEN CLASS A, STYLE D RTRT ALARM & TRBL. CONTACTS TO BLDG. FAP. MOVE JUMPER FROM THE TWO RIGHT PINS (2 AND 3) TO THE TWO LEFT PINS (1 AND 2). FOR STYLE B PINS 1 AND 2 OPEN, PINS 3 AND 4 OPEN, PINS 5 THRU 8 ARE RESERVED FOR COMMUNICATIONS. 120VAC W/EARTH GROUND DEDICATED BREAKER BY SITE ELEC. CONTRACTOR FENWAL 3220 HVAC SHUTDOWN 2ND FL. RISER DIAGRAM 241'-S. 4-" • I' ' • 1 • I t� i9111U1U111111.1�, . _._ s innaaau►��a�.�' 40'-0' FACE OFTILT UP TO _INTERSECTION CF 1 WALL. AT +8'-h-"• 46' S_ .3/4" EEZOWSIER5EC.11Z-CIEJLL FIRST FLOOR P - 5' • 10' - 15'' SCALE: 1/1C " • _ i'-0" • FIRE ALARM LEGEND ® FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR 0 MANUAL PULL STATION C SMOKE DETECTOR 0 IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE CEILING) IONIZATION DETECTOR (UNDER RAISED FLOOR) 0 FIXED TEMP HEAT DETECTOR 0 WATERFLOW SWITCH 0 TAMPER SWITCH Q STROBE HORN/STROBE C®. BELL/STROBE E��( END OF LINE RESISTOR MINI HORN El RELEASING DEVICE MODUALE MAG110NETI/CsrRE t DOOR HOLDER t�or J IANN I I SHotAl►.1 ON rt.- DETAi — (E-6) • T.z:. rstr • A- PAIR 3'-0' xT-10 ALLI 1 arl STOREFRONTDOORS, U1tT4 IRSULATED GLAZING, ANODIZED ALum1II FULL,A uEA moss, TRIPST�,.j, CTLINDER WJ T14113 TURN S- 3'=0' xT:o. ALWP1tMI I! OTT. 7 DOORS WIT4, 1 t,LATED CLAIM, ANCOIIED ALUMINA FRAMES,: LOSE 614OLD, Ci SET PULL, UEATI-ER STRIP, CYLINDER WI TIAX15 TUR4 C: 12'-0' WIDE L PIO 1,1 ALL BO1TTa1 SEAL �lAFE'iY Cd.AZII!4Cs 0-12'-0' UDE x� -�'H4 PAINTED OYER-EAD. DOS;:. tLEATNERSTRIP BOTTOM SEAL- E- SEALE PAIR 3'-0. x{1'-ir. WCU1.0�1 DOORS WI MN lOtU METAL AL. FRAM FLUSH BOLTS, LOCIG8ET, esTRIe. GA RD, DRIP CAP, IIi AAThERRTRtP, TN -D. F- sole AS E BUT SINGLE DOOR NSIDE•IND5 EXITS FREELY. G- GAM ASF 4- l2!-0' UDE x 14'-0' 14IG3.1, PAINTED•.OvERI-1EAD DOOR, ILEAVR=R.STRIP, 501TC 1 SEAL. g § C eta. C4- 01 fef 05105/.97,::, +mac 05/05/.97,::'09'08; !'• ' •• • • •• • . ' • • • • • • 241t -S 1/4" 20'-01 _741.0* N rr-6'• 25'-0° 251-0* 25'- 25'4? 21'-9'1/4" 2r4ta- 0 ))-0, 1V-4. •, . . . • tri u.IALL AT 48'-6° 4�'-0 FACE OF T1LTI1P TO NIERSECTICN 10-0" 9 ;s) \ 5'-10 3/162 41._.:5_31_412aRCSIairEg5f.CIIONSEMALL5_,,,,/ 21.41=1 6" 7 0 3/5' I7-0" SECOND FLOOR PLAN 0' 5' 10' 151: 25' 35' 11111V2.71.111r:„ - rsw1111111Ww. CALE 1/1C," = 1%42," . . . ANN FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR El MANUAL PULL STATION ® SMOKE DETECTOR O IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE Q. IONIZATION DETECTOR (UNDER O FIXED TEMP HEAT DETECTOR ® WATERFLOW SWITCH • TAMPER SWITCH 61 STROBE (>2 HORN/STROBE C2.• BELL/STROBE END OF LINE RESISTOR El MINI HORN s] RELEASING DEVICE MODUALE E MAGNETIC DOOR HOLDER .i1)51 It o ECL - CEILING) RAISED FLOOR) Si -(-0&14 ON TT' D. ETA 1 L E B10- I-IAZARD 1ANNI FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR LMI MANUAL PULL STATION .O SMOKE DETECTOR O IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE CEILING) A IONIZATION DETECTOR (UNDER RAISED FLOOR) ® FIXED TEIvP HEAT DETECTOR OO WATERFLOW SWITCH OO TAMPER SWITCH El. STROBE C® HORN/STROBE cu BELL/STROBE IEOL I END OF LINE RESISTOR • MINI HORN • RELEASING DEVICE. Iv10DUALE ISI MAGNETIC DOOR HOLDER WASH RACK 1-IIGN SERVICE BAY SERVICE BAY SERVICE BAY BUILDING CUT LINE se- e 4— Fo FA J)Evcc.E:S TRUCK WELL ELECTRIC ROOM IX 4" EMT CONDUITS TO 2ND FLR COMP ROOM FRCS -1 ELEC ROCt1 c°) MEN'S LKR. RM. SERVICE BAY GENERATOR. -LOCATION 0 1148) EXERCISE ROOM 151 STORAGE STORAGE STORAGE COPY TRAINING ROOM ABOVE lI ELEV. MACH._ SERVICE BAY 115 STORAGE 130 S E1 SERVICE BAY 1141 SERVICE BAY 113 DEAD BAY oI \\ 112 . STORAGE OFFICE OFFICE i DETAIL BAY 101 1, OFFICE CORRIDOR 106 OFFICE OFFICE 104 OFFICE CORRIDOR LUNCI4 ROOM RECEPTION FIRST FLOOR PLAN 1 /8"=1 '--0" NORTH EXPIRES: 1/28/99 GATEWAY DRIVE TUKWILA, WA. J S • a ate 2221 5th- Avenue; :0Seattle Washington d. (206). 441-1'449 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING: WITHOUT EXPRESS PERMISSION - BY MS&A, ISA VIOLATION- OF FEDERAL: COPYRIGHT LAW_.. COPYRIGHTEft MS&A 1997.. DROWN BY: JOB NO.:.: 81001-03 CHECKED en-- i DATE: 06JUNS7--- ._ - SCALE: -1/S", . • 1}-O`_ :. REVISIONS:- EVISIONS:NO. NO. REVISIONS INDICATED THUS A DATE alp SET' 7-1-41-7 TENANT: 'ND f in as s,. sr SHEET TITLE: • FIRST FLOOR FIRE ALARMIACCESS. 0h`. t. CONFERENCE OFFICE OFFICE ANN I FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR MI MANUAL PULL STATION O SMOKE DETECTOR O IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE CEILING) AB 0 IONIZATION DETECTOR (UNDER RAISED FLOOR) O FIXED TEMP HEAT DETECTOR O WATERFLOW SWITCH O TAMPER SWITCH E STROBE 1>a HORN/STROBE ca, BELL/STROBE EOL END OF LINE RESISTOR El MINI HORN El RELEASING DEVICE MODUALE-- El MAGNETIC DOOR HOLDER BUILDING CUT LINE Fors F/Fl- De vie -Es EI WORK ROOM WORK ROOM 3 0 41 N.I.C. CR - 0 2k 4" SIT FROM TRAY UNDER. FLR TO TRAY- ABOCE. CEILIG OFF( E 111 Tir 39121/1111/1/1/11111111111111411PMEr Arielit OPEN OFFICE . =LADDER RACK UhlDER RAISED FLOOR. '- . - I - 1 minuet !imuum i �.117— �o®II.imi 0 ai i • Rom - OP: I 0 1 1 r I I I" 1 i 1 I i i i I i )II I —.7 r.— 1•—•7 1-•- OFFICE 21T OFFICE 12161 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 1201 OFFICE OFFICE 120e1 - OFFICE 12051 OFFICE 12041 OFFICE 203 OFFICE 12021 OPEN OFFICE • SECOND FLOOR PLAN 1/8"=--i'-o" NORTH NG GATEWAY DRIVE TUKWILA, WA. 2221 5th Avenue Seattle- Washington REPRODUCTION: ALTERATION OR PUBLICATION OF THIS DRAWING WITHOUT EXPRESS PERMISSION BY MS&A, IS. A- VIOLATION OF FEDERAL COPYRIGHT- LAW COPYRIGHT BY MS&A 1997 -DRAWN. Eirf CHECKED BY:-= DATE:::06JUN97 - REVISIONS: SCALE:: t/ NO. REVISIONS INDICATED THUS. Q DATE 7 I -‘97 TENANT:. SHEPARD AMBULANCE SHEET TITLE: FIRE ALARM/CARD KEY CABLE.:.:TRAY. L01111111MION J ra. J IO0-O +,"'" u n the qyo .... . • lot ,Pecsoua,.,.. carie d s bee in any way p° t0 possible liability which itise trued as bearing with resp t result Nr �gn exercised perty. It is recd ' ' i Or damage to tnD in loss still e'xt' 0 l 6D SFS STARTS AT 8" SUPPLY FLANGE AND 6" FDC FLANGE. UNLEASED WAREHOUSE OCCUPANCY: S1 WAREHOUSE CONSTRUCTION TYPE: III -N SPRINKLERED SHEPARD AMBULANCE OCCUPANCY: CONSTRUCTION TYPE: B OFFICES 114 GARAGE III -N SPRINKLERED EX, 8 W 6" X 5" STORTZ FDC CONNECTION rn D J i i - SITE PLAN SYMBOLS NEW UNDERGR:JND BY SFS ® ® ® ® ® NEW UNDERGR:JND BY OTHERS EXISTING UNDESROUND PROPERTY LINE STREET CENTE: _INE 4- NEW FIRE HYD;ANT EXISTING FIRE -YDRANT •_• • NEW YARD POT INDICATOR EXISTING YARC 'OST INDICATOR NEW VALVE ROADWAY BOX EXISTING VALVE WITH ROADWAY BOX NEW TWO WAY =IRE DEPARTMENT C)NNECTION EXISTING TWO VAY FIRE DEPARTMENT C )NNECTION NEW FOUR WF' FIRE DEPARTMENT :)NNECTION EXISTING FOUL WAY FIRE DEPARTMENT •CJNNECTION 0 SITE PLAN 15 30 45 60 75 SCALE 1" = 30' WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: TOTAL FLOW: 150 PSI, 94 PSI 5,160 GPM DATA PROVIDED BY SCOTT WEBSTER OF WSRB. TEST WAS CONDUCTED IN 1989. UNDERGROUND NOTES: 1) ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 2) ALL UNDERGROUND PIPING SHALL HAVE 3' MINIMUM BURY (TO TOP OF PIPE). 3) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 4) ALL UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). 5) ALL UNDERGROUND PIPNG SHALL BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 6) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQURIED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 390 GPM 10" - 2,400 GPM 6" - 880 GPM 12" - 3,520 GPM 8" - 1,560 GPM 7) ALL UNDERGROUND PIPNG SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. \ %8"DfEV 551 ('14P,LINS 1-1- 0" 0.(";, CONC. TI LT -UP PANELS 4- GLULA'1 3E/arl- TUBULAR STEEL COL_U M ('4S. r XG 571t-FNEFc; 341-0 BUILDING SECTION 0 8 16 SCALE 1/8"-= 1'-0" SYS TEM 3. SYSTEM NO. 3 AREA AREA SQ. NUMBER OF DESCRIPTION - FOOTAGE SPRINKLERS WASH CANOPY 1,340 13 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .20 GPM 11,950 SQUARE FEET. ACTUAL DENSITY: .20 GPM / 1,340 SQUARE FEET. DEMAND AT BASE OF RISER: 480.83 GPM AT 111.80 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 630.83 GPM AT 112.43 PSI (250 GPM TOTAL HOSE ALLOWANCE) SYSTEM CAPACITY 20 GALLONS 17-10'2„ , 1 /2 4-512 r 10-(3 2. /N r !SII toI H1 T / r„v; r•O Z. :gi", IU- ¢'2l L -I12 3-(o /-12 f 2 /7-7-C7 2. / m O i- rX ` (7 Q K. _4 w L.6' .6 FO 0 - rn WI `rle �2L S / z 7- ,0'Z 1 13-4 0' s ti 0, - r c. T / • ABOJ u /7 • -o 2'-C; o- STORAGE ROOM 130 0 8 16 SCALE 1/8"=1'-0" titse it L' O. F.O. PLY. 0 0 ICO 4j AFF F= k YELLOW (� rY F k 3 9 YELLOW 1 3"x WELD 7-\ „de-- r(EDUCErR :h 1 AUX cN Z`' PI PE ST H N F 0 J J JJ } 11213 4] 5 YELLOW RISES DETAIL 0 2 4 SCALE 1/2"=1'-0" RISER EQUIPMENT ITEM QTY. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 SIZE DESCRIPTION 3" DRY PIPE VALVE PRESSURE SWITCH -ALARM SUPERVISORY PRESSURE SWITCH 1 1/4" MAIN DRAIN 1 /2" AIR MAINTENANCE DEVICE 3" TAMPERED BUTTERFLY VALVE 90 GAL. AIR COMPRESSOR 10" ELECTRIC BELL MANUFACTURER STAR POTTER ELECTRIC POTTER ELECTRIC GEM KENNEDY GAST POTTER ELECTRIC MODEL # A PS 10-2A PS40-2A F 93 `N1 1 LAA -32 M 100X PBA 12010 GENERAL NOTES. 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE. 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN (F) WHICH ARE FLEXIBLE. HI T u HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS To Lco FIG 58 568) 3g X 2'a LAG/ 38 X G ATP., PI PE RING. 2.X4)'( I4.2 HEADER) (4•) I6d NAILS, TIN STRAP,(2)'18Y1-WASHER HEAD SCREWS, 158 )c3'4- x8 LINISTRu1, 12 X3 13,N8(2)Vv, 2." PIPE CLAM- SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORFICE SIZE 0 RELI ABLE SSU G aRoNLE 'z THREAD SIZE I2 TEMP RATING 0 RELIABLE REc - SSP G C (-oME CHROME 165 QUANTITY 1G5 10 0 l I TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 0 0 SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REVISIONS REASON FOR REVISION 10-15-q7 WAS I�IEVV SHOP DE'4SIT`r, CONTRACT WITH rI' GENERAL NOTES 1. ALL COUPLINGS WITH (F) TO BE FLEXIBLE 2. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER / PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO * 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO * 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO * 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 3.456 0.202 2 1/2 SUPER-FLO * 0.074 2.727 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO * 0.074 3.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 6.526 0.458 4 SUPER-FLO * 0.074 4.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 ** 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 ** 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WIL PROVIDE WET SYSTEMS TO PROTECT THE INTERIOR BUILDING SHELL AND DRY HORIZONTAL HEADS TO PROTECT THE EXTERIOR COMBUSTIBLE CONCEALED SPACES ABOVE THE ENTRY CANOPIES. AN AUXILARY DRY SYSTEM WILL COVER THE EXTERIOR WASH CANOPY. CLAIRIFICATIONS --- SMITH FIRE SYSTEMS WILL BEGIN WORK AT AN 8" FLANGE LEFT BY OTHERS. --- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING. --- SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT. ELECTRICAL WIRING OF ANY KIND INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, TAMPER SWITCHES AND WATERFLOW SWITCHES. CENTRAL STATION ALARM EQUIPMENT, WIRING AND MONITORING. ALL UNDERGROUND WORK. WAREHOUSE: AUTOMOBILE MAINTENANCE: OFFIrF'c- DESIGN CRITERIA PER CITY OF TUKWILA FOR SPEC. WAREHOUSE. .39 GPM / 5,600 SQ.FT. PER NFPA 13 , 1994 EDITION AND CITY OF TUKWILA. CCEPTE .Without Comments 0 As Noted in Red (� 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 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 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. I Date: 10l1 3 Q e\-1 By: 510 EXTRA HAZARD GROUP 1: .245 GPM / 3,850 SQ.FT. PER NFPA 13 , 1994 EDITION AND CITY OF TUCKWILA I RDINARY HAZARD GROUP 1: 15 GPM / 1,500 SQ.FT. F 1 L TUKWILA FIRE DEPARTMEN Please call: 575-4407 and give this job No. Iz(-1 5al- and 4 and exact address for shut= down or restoration approval, SGA CORPORATION 6414 204T" STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER PHONE FAX SUPERINTENDENT PHONE FAX PAGER : BOB HART : (425)-778-2191 : (425)-778-2196 : JIM SYLVESTER : (206)-439-7410 : (206)-439-7391 : (206)-993-2932 1 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESIGNER DATE SHEET JOB NO. BOSKOV IC H ■ 8- 19-97 1 OF 4 TI -001 , 3-0 ,D-01" , 7-o I II 11-0 W - a" , 5-G 0 FOW 42.71Z 7 -op. 0o Bk.45Tr E RoOF HYDRAULICALLY MOST DEMANDING AREA: SYS# 3 DENSITY: .20 GPM OVER 1i950 SQUARE FEET - SYSTEM DEMAND AT BOR:4804.,PM AT MAPS! (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) V tr \O -4" 13-0 1 11 11-0 0 GREEN t act'ZR cot,' c., W L.I.!S oT- STEEL STL1D.i WITH orlivi-r 32,z5 "-L-) vV SOFFIT GLASS 3212S 2o, • COL Uri N5 1.3E Y 0 N 0 104° ELBOW. •If Lr) 1 qv Pi q`• , 0 el. v CANOPY SECTION rr 0 4 8 SCALE 1/4"=V-0" St 5-1 l'a 0-10 4-alz Carle u5 T BLE RooF 0 (2% STE El_ VVITH STU 0.5 DRI V IT C T 4" 5-0' 3-13'z 3-101 1-1 CANOPY SECTION CD 64 e0 4, 0 Ai 7. , -. Q. • n. v. P •\"" 'V ,, ,,,Co ‹,>. ci'' 0 C.) 4- "),-- 0 0 .2 ci-- 0 („0‘ . "' it• q- , 4# (.8 -> ..v- \ ak. .,) i.... 0-• si ' e 2 • k .., 1/ • .. •.. ▪ Tr NI ✓ ,-_--- ' u 44 -1. .... Sr A- i.. 7- (,) s ‘k%.k -c c•1 0 Q s• 9 44\e '0.01\ cv \ n20 0A 4 '8 SCALE 1/4"=l' -O" FIRST FLOOR PLAN • BOTTOM CHORD OF BAR JOIST 16 SCALE 1/8"=1'-O" GRINNELL FIG. 92 /- UNIVERSAL BEAM CLAMP BOTTOM FLANGE OF STEEL BEAM GRINNELL FIG. 9.3 /- UNIVERSAL BEAM CLAMP WIDE r -40U114 r RETAINER STRAP ATR SEE TABLE FOR SIZE MAX RETAINER STRAP -1 ATR SEE TABLE FOR srzt HANGER RING ROO • PIPE SIZE SIZE 1-4 ye 5 - 8 i/2 HANGER RING HANGER RING f 114 I 114.3-C• 0-e 5-0 0 FO Vir 4 77 714if WALL. • no* (11 A. • g) -r4 0 FITTER / LISTER NOTES -FIRST FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. ( F ) DENOTES A FLEXIBLE COUPLING. _ 3. ALL BRANCHLINE HANGERS TO BE 6D U.N.O. (LINES 101 THRU 120) 4. ALL BRANCHLINE HANGERS TO BE 11 112N U.N.O. (LINES 121 THRU 124) 5. SEND 25% GRINNELL FIG. 92 TOP BEAM CLAMPS WITH 10" RETAINERS. 6. ALL STUB -UPS TO BE 1 ( 1-01 U.N.0.( LINES 101 THRU 103). 7. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. HANGER D HANGER D2 NTS NTS // 12 A 1 9 Access PANEL N'6Ni 074-1 ER5,0 31EF ATR 3 1/2" CONCRETE PAN IMCK 5-o HYDRAULICALLY MOST DEMANDING AREA: SYS0 2 DENSITY: .245 GPM OVER 3,850 SQUARE FEET SYSTEM DEMAND AT BOR: 1A4622GPM AT 114.39 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) SPRINKLER HAW WAND& INE 3/8' X 2'4" KMIX BOLT ATR 1 -SPRINKLER MAIN/ BRAND& DK " SQUARE WASHER (2) HEX NUT & WASHER (2) V///14 •.1 ci-loRo OF BAR Tot S T. Ur Me 44 3 PIPING DETAILS NTS HANGER 0 NTS HANGER R NTS Washington Surveying & Rating PLAN REVIEWED AS SEATTLE WAS ;An comments and acceptances relate exclu various conditions upon fire insurance rgsj,§1p4- notlielbe con - /trued as bearing in any way upon the q1194 ;Other Idle care" hs been exercised with respect to possible liabiNtfor,personat in- jury. or damage to property. It is ognized ds which nary retart in loss still exist. D. D2, N HANGER LEGEND SPRINKLER LEGEND GRINNELL FIG. 92 Y0P BEAN CLAMP WITH 9"IRESTRAINER.4 ATR &PIPE RING. N NELL Fie (13 70P BEAM CLAmP W 1 T+4 G" RESTRAINERI ATR 8 PI PE R 1 Na, 2""THREADED SQUARE WASHER-, .ATR g, PI PE RING. 3911-A 2 IA. r.c r( BOL.T, 38R0b CoLl fr._ N 6, 38 AT R & PIPE RING. TOLCo FIG. 58 SBB, 38)(334 KWIK BOLT, 39 AT R 8, PIPERING. SYM MMUFACTURER GO 0 • REL.! AgLE R • ELI ABL E R• ELIABLE REL.! ao3LE R• ELIABLE -• RELIABLE REL B LE TYPE MODEL ABBREVIATIONS - HEAD -ESCUTCI-EON ORME THREAD FINISH FINISH SIZE SIZE S S U S S P SSP ss P REG- SSP H 5 W B RoNZE C RoHIE 2.Pc ,-PA CI -I ROME 2 Fr.- PA CH ROME 2 Ft- PA CJ4ROt4t cHRopT c-fiRoME - G3 BRONZe'BRONZE I 732. I 73a I7 3 4. 34 a z. TEMP RATING 1 G5 1 65 2. 1 2_ 29G, I GS I G.5 OUANTITY 2 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM B OTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WAU_ NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION 10-i5-97 wAfr vri 5l -IOP DENSITY. CONTRACT WITH •SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER: (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Teaxna, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 928-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESI DATE SHEET JOB P40. e0SKOVICI4 8-19-97 2 of 4 T1-001 TOTAL THIS SHEET 302 ROD PIPE SIZE SIZE 3/8 5 - 8 HANGER RING f 114 I 114.3-C• 0-e 5-0 0 FO Vir 4 77 714if WALL. • no* (11 A. • g) -r4 0 FITTER / LISTER NOTES -FIRST FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. ( F ) DENOTES A FLEXIBLE COUPLING. _ 3. ALL BRANCHLINE HANGERS TO BE 6D U.N.O. (LINES 101 THRU 120) 4. ALL BRANCHLINE HANGERS TO BE 11 112N U.N.O. (LINES 121 THRU 124) 5. SEND 25% GRINNELL FIG. 92 TOP BEAM CLAMPS WITH 10" RETAINERS. 6. ALL STUB -UPS TO BE 1 ( 1-01 U.N.0.( LINES 101 THRU 103). 7. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. HANGER D HANGER D2 NTS NTS // 12 A 1 9 Access PANEL N'6Ni 074-1 ER5,0 31EF ATR 3 1/2" CONCRETE PAN IMCK 5-o HYDRAULICALLY MOST DEMANDING AREA: SYS0 2 DENSITY: .245 GPM OVER 3,850 SQUARE FEET SYSTEM DEMAND AT BOR: 1A4622GPM AT 114.39 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) SPRINKLER HAW WAND& INE 3/8' X 2'4" KMIX BOLT ATR 1 -SPRINKLER MAIN/ BRAND& DK " SQUARE WASHER (2) HEX NUT & WASHER (2) V///14 •.1 ci-loRo OF BAR Tot S T. Ur Me 44 3 PIPING DETAILS NTS HANGER 0 NTS HANGER R NTS Washington Surveying & Rating PLAN REVIEWED AS SEATTLE WAS ;An comments and acceptances relate exclu various conditions upon fire insurance rgsj,§1p4- notlielbe con - /trued as bearing in any way upon the q1194 ;Other Idle care" hs been exercised with respect to possible liabiNtfor,personat in- jury. or damage to property. It is ognized ds which nary retart in loss still exist. D. D2, N HANGER LEGEND SPRINKLER LEGEND GRINNELL FIG. 92 Y0P BEAN CLAMP WITH 9"IRESTRAINER.4 ATR &PIPE RING. N NELL Fie (13 70P BEAM CLAmP W 1 T+4 G" RESTRAINERI ATR 8 PI PE R 1 Na, 2""THREADED SQUARE WASHER-, .ATR g, PI PE RING. 3911-A 2 IA. r.c r( BOL.T, 38R0b CoLl fr._ N 6, 38 AT R & PIPE RING. TOLCo FIG. 58 SBB, 38)(334 KWIK BOLT, 39 AT R 8, PIPERING. SYM MMUFACTURER GO 0 • REL.! AgLE R • ELI ABL E R• ELIABLE REL.! ao3LE R• ELIABLE -• RELIABLE REL B LE TYPE MODEL ABBREVIATIONS - HEAD -ESCUTCI-EON ORME THREAD FINISH FINISH SIZE SIZE S S U S S P SSP ss P REG- SSP H 5 W B RoNZE C RoHIE 2.Pc ,-PA CI -I ROME 2 Fr.- PA CH ROME 2 Ft- PA CJ4ROt4t cHRopT c-fiRoME - G3 BRONZe'BRONZE I 732. I 73a I7 3 4. 34 a z. TEMP RATING 1 G5 1 65 2. 1 2_ 29G, I GS I G.5 OUANTITY 2 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM B OTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WAU_ NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION 10-i5-97 wAfr vri 5l -IOP DENSITY. CONTRACT WITH •SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER: (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Teaxna, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 928-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESI DATE SHEET JOB P40. e0SKOVICI4 8-19-97 2 of 4 T1-001 TOTAL THIS SHEET 302 Oce Imaging Supplies 001437 / 6-012 10r 1I / „ I-112- , 5-6,12 5-5'2 $ N 33 -4 „ 0-1(12. f f „ 5-ii12 re ROOM 238 RAISED ACCESS FLOOR. FINISHED FLOOR 6" ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 MON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6" OF SPACE. N b t I'2 2-1'2 27- 4�� • AFI= 1'2 - -^ o-52 - m - ELFVATOA M -N Cr AUXILIARY REMOTE AREA: SYSTEM # 1 DENSITY: . 15 GPM OVER1 500 SQUARE FEET SYSTEM DEMAND AT BOR:493.72 GPM AT IO2, 76 PSI ( INCLUDES I00 GPM FOR INSIDE HOSE STREAMS I'( CONTROL. VALVE /'SSEM BL-`(. PIPING DETAILS NTS 12� x 1g.. Acc E55 PANEL*SY OTHERS' SECOND FLOOR PLAN 0 8 -16 SCALE 1/8"=1'-0" FITTER / LISTER NOTES -SECOND FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. ALL BRANCHLINE HANGERS TO BE 2B U.N.O. 4. ALL STUB -UPS TO BE 1 (1-6) U.N.O.( LINES 201 THRU 209 ). 5. ALL STUB -UPS TO BE 1 (1-4) U.N.0.( LINES 210 THRU 218 ). 6. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. DIM C MATCHLINE (CONTINUED ON SHEET 4 OF 4 1 ROOMS 202 & 246 RAISED ACCESS FLOOR. FINISHED FLOOR 6" ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 NON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6' OF SPACE. SPAN BETWEEN JOISTS SEE TABLE BELOW DIM 'A' DIM 'B' NUT AND WASHER HANGER RING 3/8' ROD x 9' LONG WELD TO EACH END 90. OPPOSED HANGER T DIM C (Z 1 38X4r2. �,Na 2w, E-- (2) 2X6XI8 w(-)I6d NAILS. 2'2.X9 OR 3 X 10 U-HooKS TRAPEZE PIPE (FOR SIZE AND SCH SEE TABLE BELOW) PIPE TO BE SUPPORTED (FOR SIZE AND SCH SEE TABLE BELOW)I NTS HILTI KWIK–BOLT II 3/8 X334(2 3/4 MIN EMBED) fV 2 x 2 x 3/16 ANGLE IRON 3/16 1 1/2 r 3/16 x 1 1/2 FLAT BAR 3/161%1 1/2 STRUT NUT 2' SQUARE WASHER HANGER W NTS 700E SHEATHING 01ST DR PURLIN� 2 1/2' MIN FOR BRANCHLINES 3' MIN FOR MAINS LAG SCREW MAXIMUM* SIZE ALLOWABLE LOADS 3/B' x 2' 3/8' x 2 I/2' 3/8' x 3' 584 LBS. 775 LBS. 950 LBS. •MAx111U14 LOADS TO BE 5 TINES THE vEIGHT OF WATER - FILLED PIPE • 250 LBS. PER NFPA 13-1994 ED.. SECTION 2-6.1. 4' NON MINIMUM NEPA 13 REOuIRES A PILOT HOLE FOR ALL LAG SCREVS. SIZE OF PILOT -+0.E TO BE 1/8' LESS THAN ROOT 2IANETER OF LAG SCREW THREADS HANGER TYPE LAG DIM A WI ; 18" W2 1 9" 034 W3 I034"- DIM 'B' LAG SCREW (SEE TABLE FOR SIZE RED.) —TDLCO FIG. 58 SIDE SEAN BRACKET 3/8' ATR SPRINKLER MAIN/ (- BRANCI&1NE 'DANGER H I NTS �-- ELCO CAT. R 2E560 —3/8' ATR rSPRINKLER MAIN/ BRAHCHLINE HANGER B NTS FOR HANGERBTADD A 2X6X2338 WITH 4 NAILS (4) I6d NAILS (2EA)2X6X18 man •.-ir 04._I _-riiiiim :,. i. w. fa!, 1 ANL 2 1/2' MIN FOR BRANCHUNES 3' MIN FOR MAINS 14 MINIMUM 26"0R28" SSI PURLIN HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PIPE SIZE DIM 'A' DIM 'B' DIM 'C' LENGTH OF TRAPEZE PIPE MAXIMUM DISTANCE BETWEEN HANGERS SIZE SCH SF SCH 10 SCH 40 T I 3 SF 8=0" Si (I'-0" 4'-0" 6, 9=0" 15'-0" T2 3 SF 5=0/ 212' 4=0" I, 0" 6// 6- 0"-; 15=0" THRU-BOLT /—(SEE TABLE) A - —TOLCO FIG. 58 SIDE BEAM BRACKET 3/8' ATR SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS Washington Surveying & Rating B PLAN .REVIEWED AS NOTED SEATTLE WASH. NI comments and acceptances relate exclusively to relative effect et earious•cond$tions upon fire insurance rates. They are not to be con - rued as bearing in any way upon the question of whether "due care" hs•been exercised with respect to possible liability fos,personal in- jury or damage to property. 1 reco. z 44ti�� ; : whish n y tete in toss stili exist. HANGER LEGEND MANUFACTURER SPRINKLER LEGEND MODEL ABBREVIATIONS HEAD (ESCUTCHEON FINISH FINISH ORFICE THREAD SIZE SIZE LIABLE RELIA BLE RELIA BLE REG -SSP 212 1 5 I65 I65 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CONTRACT WITH CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE 10-15-97 BY WAB REASON FOR REVISION NEW SWOP DENSITY, SGA_ CORPORATION- 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE 1 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (208)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 PROJECT SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. JOB NO. TOTAL THIS SHEET SIZE OF PIPE SIZE OF BOLT 1- TO r 3/8'.x 4.1/2" 2 1/2' TO 4" 1/2' x 4- 1/2' SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS Washington Surveying & Rating B PLAN .REVIEWED AS NOTED SEATTLE WASH. NI comments and acceptances relate exclusively to relative effect et earious•cond$tions upon fire insurance rates. They are not to be con - rued as bearing in any way upon the question of whether "due care" hs•been exercised with respect to possible liability fos,personal in- jury or damage to property. 1 reco. z 44ti�� ; : whish n y tete in toss stili exist. HANGER LEGEND MANUFACTURER SPRINKLER LEGEND MODEL ABBREVIATIONS HEAD (ESCUTCHEON FINISH FINISH ORFICE THREAD SIZE SIZE LIABLE RELIA BLE RELIA BLE REG -SSP 212 1 5 I65 I65 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CONTRACT WITH CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE 10-15-97 BY WAB REASON FOR REVISION NEW SWOP DENSITY, SGA_ CORPORATION- 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE 1 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (208)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 PROJECT SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. JOB NO. TOTAL THIS SHEET Oa Imaging Supplies 601437 714 O 0 U) N `10 N z0 , CV F.O. CO L, _ 9 RED // 33�-4 q v 33-4 1 .. �---� 33-4 / Il 5-0 / a (0-012 / 1/ to - II / 1/ 10-11 / I/ S-5'2 1 ,I 5-G'L� 11 II -1'2 I ,I II -1'2 , ,a 5-G12 , II11 5-5'2 10-I:'2 ' I/ / 10-II'Z / 5-1112 286°F // RELIAI3LE 1 G,/ t W BRONZE 1/r VT 212°F 1 RELIABLE SSP G / Yr' G ,, �4 165°F 0 W RELIABLE SSP G CSC K 11 2 1034" 1 F 0 VI/ 1=.0. PI LAsTER 4 I a 2"5PLIT RING 39 A 334 ICwI K BoL7 how 13 -II N 0 10 -II 0-4 142- 1 AFF "3 1 1KtiL `O 2•\ 5 G G ,Co U LL li 0 00 RED g9 M ED 2811551 PURLINS. 8'-o" 0.c, TYPICAL 38AY5. SrLIT RING 27-q 1 0- GREEN 0 (.1 to 27, q N AFF. BOP N O ss HOSE RACK: POTTER-ROMER MODEL 2510-42 ( 1 1/r X 100') 0 \Z v�( K0 40, ev \q, z G YI GREEN ti P GREEN GREEN 9 N Q7 #4 ('I #2. PIPING DETAILS 2 I 0-0 HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: . 39 GPM OVER 600 SQUARE FEET SYSTEM DEMAND AT BOR:2' '7 PM AT,D4.�47 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) co O GIN! A FF 0 N GREEN K 0* e`' ( ) 11 10-11 = I -f 0 0 1 H :~ 42'21 N 0 WAREHOUSE ROOF PLAN 16 Nil N - .�: _� ', _ I -4 SCALE 1 /8"=1'-0" MATCHLINE (CONTINUED ON SHEET 3 OF 4 ) 2 a Z X12 ECCENTRIC REDUCER TOTS pF PIPE PIPE EEN, 0FoVV SFS STARTS AT AN 8I/ FLANGE, 6AFF 10-o 3-q G-3 S3 16 SCALE 1/8"=1'-0" ft 5 1 0-4 CV A u C7i v 1-ra O SYSTEM NO. 1 AREA DESCRIPTION WAREHOUSE 2ND FLR. OFF. CANOPY VOID TOTALS AREA SQ. FOOTAGE 14,500 13.100 750 28,350 NUMBER OF SPRINKLERS 162 510 16 688 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .39 GPM / 5,600 SQUARE FEET. ACTUAL DENSITY: .39 GPM / 5,640 SQUARE FEET. DEMAND AT BASE OF RISER: 2,517.35 GPM AT 104.47 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 2,917.35 GM AT 117.03 PSI (500 GPM TOTAL HOSE ALLOWANCE) SYSTEM NO. 2 AREA DESCRIPTION WAREHOUSE OFFICE MAINTENANCE CANOPY VOID TOTAL AREA SQ. FOOTAGE 833 12,200 9,725 980 11,500 NUMBER OF SPRINKLERS 16 165 87 21 176 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .245 GPM / 3,850 SQUARE FEET. ACTUAL DENSITY: .245 GPM / 3,879 SQUARE FEET. DEMAND AT BASE OF RISER: 1448.22 GPM AT 114.89 PSI (100 GPM INSIDE HOSE ALLOWANCE). DEMAND AT CITY CONNECTION: 1846.22 GPM AT 119.69 PSI (500 GPM TOTAL HOSE ALLOWANCE) • FITTER / LISTER NOTES -WAREHOUSE A F F 11 NFF 1 11 3 -3 AFF 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. INSTALL A FLEXIBLE COUPLING AT THE TOP OF ALL RISER NIPPLES ON RED & BLUE MAINS. 4. ALL BRANCHLINE HANGERS TO BE 2Q U.N.O. 5. ALL 8" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A=18"). 6. ALL 6&8" MAIN HANGERS ON GRID '1' ARE TO BE 6W2 WALL BRACKET'S (A =14"). 7. ALL 4" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A=18"). 8. ALL 2" BRANCHLINE HANGERS ON LINES 191 & 192 ARE TO BE 6W3 WALL BRACKET'S (A=10 3/4"). 9. ALL STUB -UPS TO BE 1 (1-6) U.N.O. GENERAL NOTEL 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE / FLOOR DRAIN. (4" MINIMUM 2. MAINTAIN A 2' ANNULAR SPACE AROUND PIPES PASSING THRU CONCRETE FLOORS. 3. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN (F) WHICH ARE FLEXIBLE. 0 _ RISER PLAN VIEW 0 2 4 SCALE 1/2"=1'-0" 21- -G12. GREEN '9 SYSTEM 2. F F 6/ FDC FLANGE, 61/AFF 24-8 4*_ 271 q„ RC1 RED SYSTEM I. 14 0' GREEN GREEN 906- AFF ___- AFFRED RED Ii AFF 2 EACH 4-5° GG ELLS R0L L BACK TW'oRDS WALL q /O -19 lot 2,44_ 0 8 -NOr- 0 _ 41 t T N 0 0 t RED AFF 4- 1'2y A FF //1 2 - 7'4- AFF RISER DETAIL RISER EQUIPMENT ITEM QTY. 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 2 2 2 2 1 1 SIZE DESCRIPTION 8" DETECTOR DOUBLE CHECK VALVE ASSEMBLY 1/4" 1/2" 8" or VALVE SUPERVISORY SWITCH CHECK VALVE- GRV. X GRV. NRS GATE VALVE NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH MAIN DRAIN PRESSURE GAUGE ASSEMBLY PRESSURE RELIEF VALVE WATERFLOW SWITCH WATERFLOW SWITCH SIGHT GLASS ELECTRIC BELL 12 -HEAD SPARE HEAD CABINET CONTAINING THE MANUFACTURER FEBCO POTTER ELECTRIC GEM MUELLER MUELLER GEM POTTER ELECTRIC POTTER ELECTRIC POTTER ELECTRIC POTTER ELECTRIC FOLLOWING: MODEL # 876 OSYSU-A2 7811 FP A 2360-6 A 2360-6 F 753 PCVS VSR-F VSR-F SPARE SPRINKLERS & WRENCHES SPRINKLERS MANUFACTURER TYPE PM)DEL FINISH ORIFICE THREAD TENH3. QTY. RELIABLE i SSU G BRONZE 17/32- 3/4- 286°F 2 RELIAI3LE SSU G BRONZE 1/r VT 212°F 1 RELIABLE SSP G CHRMIE 1/2" 1/r 165°F 2 RELIABLE SSP G CHROME 1/2' 1/2" 212°F 1 RELIABLE SSP G CHROME 1/2' 1/2" 286°F 1 WRENCHES RELIABLE MODEL D 1 (D) PLAN ftEVIEVIED AS NOTED SEATTLE WASH. cOnitnentS and acceptances relate exclusively to reIative effect el Various conditions upon fire insurance rates. Thcy are not to be con- strued as bearing in any way upon the question of Irticther "due care" has bean exercised with respect to possibIe Ior personal in - result in hiss WI exi., HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SEE HA 1..1 GER DETAILS ON SHEET 30F 4. SYM MANUFACTURER TYPE MODEL HEAD ESCUTCHEON 1-1 H2 RELIABLE R r1-1 ABLE HsW BRONZE BRONZE ORFICE SIZE I au THREAD SIZE TEMP OUANTITY RATING 1.6 • TOTAL THIS SHEET 178 AFF BOB BOD BOJ BOP BOT CTS FO iFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUiT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERwISE -o CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION WAS CONTRACT WITH SGA CORPORATION 6414 204T" STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)439-7410 FAX : (206)439-7391 PAGER : (206)-993-2932 .E SMITK FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CON:TR. REG. NO. SMITHFS1360T Ph: (206)926-11880 Fax: (206)926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DATE DESIGNER 130SKOVICH 8-19- 97 SHEET JOB NO. toco L_ • LD J 1001-d 8 D. EX.8 W • 1 1 6" X 5" STORTZ FDC CONNECTION SFS STARTS AT 8" SUPPLY FLANGE AND 6" FDC FLANGE. UNLEASED WAREHOUSE OCCUPANCY: S1 WAREHOUSE CONSTRUCTION TYPE: qi N SPRINKLERED SHEPARD AMBULANCE OCCUPANCY: - CONSTRUCTION TYPE: /\ SITE PLAN SYMBOLS 1111111 MIN MOO MB OM NEW UNDERGROUND BY SFS NEW UNDERGROUND BY OTHERS EXISTING UNDERGROUND PROPERTY LINE STREET CENTERLINE NEW FIRE HYDRANT EXISTING FIRE HYDRANT NEW YARD POST INDICATOR EXISTING YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX -0o- EXISTING VALVE WITH ROADWAY BOX NEW TWO WAY FIRE DEPARTMENT CONNECTION EXISTING TWO WAY FIRE DEPARTMENT CONNECTION . • • NEW FOUR WAY FIRE DEPARTMENT CONNECTION EXISTING FOUR WAY FIRE DEPARTMENT CONNECTION 0 B OFFICES S3 GARAGE RIA SPRINKLERED LJ Il011ii 1 EX, 8 W SITE PLAN 15 30 45 60 75 NI Al ®i • i i IN =ix i NIii �i ■ ■ i i-■ i=i IN • i=i iTMi=`■ SCALE 1" = 30' WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: TOTAL FLOW: 150 PSI 94 PSII 5,160 GPM DATA PROVIDED BY SCOTT WEBSTER OF WSRB. TEST WAS CONDUCTED IN 1989. 1 / UNDERGROUND NOTES: 1) ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 2) ALL UNDERGROUND PIPING SHALL HAVE 3' MINIMUM BURY (TO TOP OF PIPE). 3) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 4) ALL UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED IN ACCORDANCE WITH THE CIICATIONS AND NFPA 24 (LATEST EDITION). 5) ALL UNDERGROUND PIPNG SHALL BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 6) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQURIED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 390 GPM 10" - 2,400 GPM 6" - 880 GPM 12" - 3,520 GPM 8" - 1,560 GPM 7) ALL UNDERGROUND PIPNG SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. 33'- 4� d 33 4- 281/DEEP SSI PURLINS 8'- O" 0.c, CONG, TILT -UP PANEL'S GLULAI`'i SEAI15. TUBULAR STEEL coLUM ISS. 33'- Yn7Jf1" lateR` I 2 X G STI FF NE RS 24"o.c. Cp R q BATT INSULATION BUILDING SECTION 0 8 16 .ter --;_- - - -MK - W On. SCALE 1 /8"=1'-0" SYSTEM 3. SYSTEM NO. 3 AREA AREA SQ. NUMBER OF DESCRIPTION FOOTAGE SPRINKLERS WASH CANOPY 1,340 13 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .20 GPM / 1,950 SQUARE FEET. ACTUAL DENSITY: .20 GPM / 1,340 SQUARE FEET. DEMAND AT BASE OF RISER: 480.83 GPM AT 111.80 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 630.83 GPM AT 112.43 PSI (250 GPM TOTAL HOSE ALLOWANCE) SYSTEM CAPACITY 20 GALLONS STORAGE ROOM 130 0 8 16 ma �s _ -_ - �,��. no M �9..� . ,�n�.���r_.Ell <In 1 . SCALE 1 /8"=1 '-0" 1'-8" 0 A`"1-- F II "� U X C., h/ 51- A N D F N f1 YELLOW 1 3"x 2'2' WELD T\ REOUCEF' Ca TF 2 3 4 YELLOW RISES DETAIL 0 2 4 SCALE 1/2"=1'-0" RISER EQUIPMENT ITEM QTY. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 SIZE DESCRIPTION 3" DRY PIPE VALVE PRESSURE SWITCH -ALARM SUPERVISORY PRESSURE SWITCH 1 1/4" MAIN DRAIN 1/2" AIR MAINTENANCE DEVICE 3" TAMPERED BUTTERFLY VALVE 90 GAL. AIR COMPRESSOR 10" ELECTRIC BELL GENERAL NOTES. MANUFACTURER STAR POTTER ELECTRIC POTTER ELECTRIC GEM KENNEDY GAST POTTER ELECTRIC MODEL # ,A PS 10-2A PS40-2A F 324 93 W1 1 LAA -32-M 100X PBA 12010 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE. 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN (F) WHICH ARE FLEXIBLE. GENERAL NOTES_ 1. ALL COUPLINGS WITH (F) TO BE FLEXIBLE 2. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A495 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS UUTERNA- DIAMETB END PREP TYPES ALLOWED WEIGHT OF MATER / PWE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.063 0.044 1 1/4 SUPER-FLO • 0.059 1.542 ROLL GROOVED, POLISHED, FLAVIN END ( FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO • 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO * 0.074 2.227 ROLL GROOVED, POLISHED, PLAN END ( FOR BUTT WELDING) 3.456 0.202 2 1/2 SUPER-FLO * 0.074 2.727 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO * 0.074 3.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 8.626 0.458 4 SUPER -M.0 • 0.074 4.352 ROLL GROOVED, PLAN END ( FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 •• 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 • • 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA #13 f'\,,ll et SCOPE OF WORK SMITH FIRE SYSTEMS SFS) WIL PROVIDE WET SYSTEMS TO PROTECT THE INTERIOR BUILDING SHELL AND DRY HORIZONTAL HEADS TO PROTECT THE EXTERIOR COMBUSTIBLE CONCEALED SPACES ABOVE THE ENTRY CANOPIES. AN AUXILARY DRY SYSTEM WILL COVER THE EXTERIOF WASH CANOPY. CLAIRIFICATIONS --- SMITH FIRE SYSTEMS WILL BEGIN WORK AT AN 8" FLANGE LEFT BY OTHERS. --- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40` _. TO PREVENT FREEZING. --- SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS PAINTING OR LAE:LING OF SPRINKLER PIPING AND/OR EQUIPMENT. --- ELECTRICAL WIRING OF ANY KIND INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, TAMPER SWITCHES AND WATERFLOW SWITCHES. --- CENTRAL STATION ALARM EQUIPMENT, WIRING AND MONITORING. --- ALL UNDERGROUND WORK. WAREHOUSE: AUTOMOBILE MAINTENANCE: OFFICE'S: Ecct 1 5 -qa-r TUKWILA FIRE DEPARTMENII Please call:575-4407 and give this job and exact address for shu t-aL down or restoration app DESIGN CRITERIA PER CITY OF TUKWILA FOR SPEC. WAREHOUSE. .39 GPM / 5,600 SQ.FT. PER NFPA 13 , 1994 EDITION AND CITY OF TUKWILA. trNf4l3 EXTRA HAZARD GROUP 1: .245 GPM / 3,850 SQ.FT. , PER NFPA 13 , 1994 EDITION AND CITY OF TUCKWILA ORDINARY HAZARD .15 G / , GROUP 1: A EPTE Without Comments As Noted In Red Per TheAttached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city 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 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: / 0 ( 7-0(f>11 By: --i_ c5Lc HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS T U To Lco FIG 58 SBBJ -39 X 2.'a L AG/ 2.X 4X 14'Z HEADER (4) I(od NAILS, TIN STRAP,(2) 313 x G ATR, PI PE RING, SYM MANUFACTURER TYPE 158 X314- x8 UNISTRUT IZ,X3 13,1.18(2)vv� 2." 8y I'4 WASHER HFA D SCREWS, O RELIABLE SSU MODEL G HEAD FINISH ESCUTCHEON FINISH agoNZE PIPE CLAM F. 0 RELIABLE REc - SSP CH ROME C H ROI"tE ORFICE SIZE 'L. 'L THREAD SIZE 'z TEMP RATING I QUANTITY IL I,5 I0 TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION 10-15-47 WA8 NEVV SHOP DENSITY, CONTRACT WITH SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER PHONE FAX SUPERINTENDENT PHONE FAX PAGER . BOB HART : (425)-778-2191 : (425)-778-2196 : JIM SYLVESTER : (206)-439-7410 : (206)439-7391 : (206)-993-2932 r fitse It 57.71: 7 TIT OCT 16 1997 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206)926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. ..,.;DESIGNER SI^.iVIC H DATE SHEET JOB NO. 8-19-97 I OF 4 TI -001 IR .I b/(/, O71 0 HYDRAULICALLY MOST DEMANDING AREA: SYS# 3 DENSITY: . 20 GPM OVER 1 95 0 SQUARE FEET SYSTEM DEMAND AT BOR:480.83GPM AT .I I I.8QPSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) I Uqc ELboVv. TYPICAL 2, of „ 8 - o / 3 -0 10-0~ 7-09 -o 33-4- 33/-4,/ 5'-3'4 64,, W /4, J. 0 0 4-714 13/- I/ 13 0" 0 1 0-6 - / rr 11- 11 125/ ° G, -O. 3 „-0 r G 0 COM6l,15T1 BLE 'Q� GREEN KoOF lq-7 coNc. VVA LL'S 32'25 _ GREEN GVVB SOFFIT c' • ' .ti 1-3 STEEL STUDS w, T l-+ t) I V T CUL 11r'1 IN .5 YoN0 CANOPY SECTION SCALE 1/4"=1 '-0" ac T 9N 10 ,_c1 A f F N 3-5 X 1-8'2 2-4 5-II'Z I'4 14 0 z 2�L2 `�, 2 3'25 )ZS - \ • ti I.7'• - J y _ h '1 . '' v f` C 5 0 A vr`/l�r\DL 4 ¢ 11" 0 F0 vv FIST FL00R 3LA 0 8 16 DOTTO1.1 CHORD h OF BAR JO'ST 4; `' \1 I 1" 4- GRINNE_L FID. o; r- UNIVEPSA. / BEAw1 CLA,J^ g-3'2 $Z-Z'z G, -I 114 1'4 O-8 I 4 7 n 0 WALL 4, V N '71- 1/2 O 0 Z 44.4 0 0 SCALE 1/8"=1'-0" FITTER / LISTER NOTES -FIRST FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. ALL BRANCHLINE HANGERS TO BE 6D U.N.O. (LINES 101 THRU 120) 4. ALL BRANCHLINE HANGERS TO BE 11 1/2N U.N.O. (LINES 121 THRU 124) 5. SEND 25% GRINNELL FIG. 92 TOP BEAM CLAMPS WITH 10" RETAINERS. 6. ALL STUB -UPS TO BE 1 (1-6) U.N.0.( LINES 101 THRU 103 ). 7. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. n Wv'DRAULICALLY MOST DEMANDING AREA: SYS# 2 DENSITY: = Z'1-5 GPM OVER 3,950 SQUARE FEET SYSTEM DEMAND AT BOR: %/ '46,2zGPM AT / /4.89 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) HANGER LEGEND SYM MANUFACTURER D N G131INNELI- FIG q2 TCP (BEAM CLH1,'iP vVITH8"P,,STRA'NER,38ATf' &PIPE RING 2" THREADED SQUAR.= WASHER? 38AZR g. PI PE Hl NG, 38/'�c 214- k WI V' BOLT, -48 RoD COU PL I N G, 38 ATR 8, PIPE R 1 IV G. TOLCo FIG. 58 586, 36)(3L+ KWIK BOLT/ 38A -ER & PIPEP.,NG. O-0 0 • • RELIA$LE RELIABLE RELIABLE P, E L 1ABL.E RELIABLE SPRINKLER LEGEND TYPE MODEL S 5 u 5 S F 5 P 5 5 F 443 E_o G G G P.tc- S Sr P,EL !ABLE HEAD FINISH BRONZE C H Ro1JIf ct1 ROME CHROME CHRoHE BRoNzE ESCUTCHEON FINISH ZPc ,-PA Z PC - PA G I -C - PA CHROME TEMP RATING 165 1 6,5 2 1 2. 2 8 G5 I G5 QUANTITY BRoNZE ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO 44 PIPING DETAILS ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 0 SYMBOL LEGEND NT �I c' I 0 REVISIONS CONTRACT WITH 3 1/2" CONCRETE PAN DECK RETAINER STRAP—' ATP SEE TABLE FcP 3/8" NUTS (2 EACH) 3/8 ATR SPRINKLER MAIN/ r BRANCHL INC HANGER D NTS 1 1 � r f-- - 3/8' x z 14 KVIK BOL' --3/8' ATR SPRINKLER MAIN, j/ BRANCHL INE HANGER S NTS -iANUL ! R h? C COMEVSTIELE KccF CANOPY SECTION STE E 1 - Vv T _VVIT 5TU G5 DIc1 v IT 0 4 8 SCALE 1 /4"=1 '-0" BOTTC , LANCE Cr STEEL PEAL, M:. • I � GPINNELL FIG D - UN'VERSAL PEAL, CLAMP WIDE r''7;LAT H Pr TA, NFP STRA" 3,P. ATR SFr T*D,F rrA SIZE •ul•-1.1 A.,'ro D'N� HAN SER DP • WASHER (7) . t7/7 NT c, ,— HEX NUT & w:. TOI rte• J'- L. OF B/aF 701ST. -3/1' An r((-- MKL SPMCI W,H/ / M.C., M[ HANGER . N CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION I -' VI/kL `I -IOP DENSITY SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)439-7391 PAGER : (206)-993-2932 sisters% Inc SS. PROJECT NIS SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. TOTAL THIS SHEET DATE 8-19-97 SHEET JOB NO. 1 '_ 0 11 0 c0 33- 0 33'- 4- , // BIZ 1' I I- I'2 / // 5- 5'2 , 3 3 - q- / 1/ I0 -11Z. o- ROOM 238 RAISED ACCESS FLOOR. FINISHED FLOOR 6- ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 NON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6" OF SPACE. _N 0 010°GG E LL 'R> Z 12O GG ELL ELFVATOR csi -5 I-3 N ro 25 T tJ o AUXILIARY REMOTE AREA: SYSTEM # 1 DENSITY: .15 GPM OVER 1 00 SQUARE FEET SYSTEM DEMAND AT BOR:49 7 GPM ATI02.76 PSI ( INCLUDES IOD GPM FOR INSIDE HOSE STREAMS 12'X I8 ACCESS #I I" COIN TROL VALVE /4SSEr-1BL`(. PIPING DETAILS NTS 42 SECOND FLOOR PLAN 0 8 -1 6 EN .In.-,_ •-'1_-z e -a. SCALE 1/8"=1 '-0" FITTER / LISTER NOTES -SECOND FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. ALL BRANCHLINE HANGERS TO BE 2B U.N.O. 4. ALL STUB -UPS TO BE 1 (1-6) U.N.O.( LINES 201 THRU 209 ). 5. ALL STUB -UPS TO BE 1 (1-4) U.N.0.( LINES 210 THRU 218). 6. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. DIM C 27-4 A FF MATCHLINE (CONTINUED ON SHEET 4 OF 4 ) ROOMS 202 & 246 RAISED ACCESS FLOOR; FINISHED FLOOR 6- ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 NON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6- OF SPACE. SPAN BETWEEN JOISTS SEE TABLE BELOW DIM 'A' I DIM 'B' - NUT AND WASHER I� 1 i HANGER RING 3/8' ROD x 9' LONG WELD TO EACH END 90. OPPOSED HA\GES T 1 DIM C 38X412 B,N.2W. .6— (2) 2X G. X18 W(4)1,,d NAILS. 2'2x9 oR3XIO U -HOOKS TRAPEZE PIPE (FOR SIZE AND SCH SEE TABLE BELOW) PIPE TO BE SUPPORTED (FOR SIZE AND SCH SEE TABLE BELOW) NTS HILTI KWIK-BOLT II 3/8 X334.(2 3/4 MIH EMBED) 2 x 2 x 3/16 ANGLE IRON 1/2 3/16 x 1 1/2 FLAT BAR 3/16V1 1/2 STRUT NUT 2" SQUARE WASHER /2 • 'A' HANGER W ROOF SHEATHING ..GIST OR PURLIN 2 1/2' MIN FOR BRANCHLINES 3' MIN FOR MAINS AG SCREW I MAXIMUMO SIZE ALLOWABLE LOAD 3/8' x 2' '3/8' x 2 1/2' 3/8' x 3' 584 LBS. 775 LBS. 950 LBS. -MAXIMLM LOADS TO BE 5 TIMES THE vEIGHT Cr WATER - FILLED PIPE • 250 LBS. PER NFPA 13-1994 ED., SECTION 2-6.1. NTS 4' NOM .INIMUM NFPA 13 REQUIRES A PILOT HOLE FOR ALL LAG SCREWS. SIZE OF PILOT HOLE TO BE 1/8' LESS THAN ROOT DIAMETER OF LAG SCREV THREADS HANGER I ' -' AG 911 `1,1 A W I 18" W2 9„ W3 1034 MAXIMUM DISTANCE BETWEEN SIZE SCREW .SEE TABLE FOR SIZE RED) TOLCO FIG. 58 SIDE BEAM BRACKET .-SPRINKLER MAIN/ BRANCHLINE ''ANGER H NTS — — ELCO CAT. R 2E560 ATR SPRINKLER MAIN/ HANGER B NTS FOR HANGER BT ADD A 2 %6 X 2338 WITH 4 NAILS (1) I6d NAILS r,o 4.1d (2EA)2X6X18 _pP 9--0,- - 2 1/2" MIN FOR 8RANCHUNES 3" MIN FOR MAINS 14 MINIMUM 26"OR 28" SSI PURLIN HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZETOTAL PIPE SIZE DIM ,A, DIM 'B' DIM 'c' LENGTH OF TRAPEZE PIPE MAXIMUM DISTANCE BETWEEN SIZE SCHHANGERS SF SCH 10 SCH 40 T1 . 3 SF 8= 0// 3" 4-0" g,-0„ 6, 9'--0" 15'-0" T2 3 SF 5-0„ 212" 4=0" l' -o" 6" 61- o" 151-0" HANGER LEGEND SYM MANUFACTURER TYPE SPRINKLER LEGEND MODEL. ABBREVIATIONS HEAD FINISH ESCFINFINISH ORFICE SIZE THREAD SIZE TEMP RATING QUANTITY RELIABLE 5 5 u G • RELIABLE REG -SSP G BR OIJZE — CHROME CHROME • RELIA BLE S S P G CHROME RELIA BLE HS W G BRONZE 2PC-PA 2 PC - PA r I2 I 2 I2 Iz I 1 2 2 I 2 16,5 I&5 IG5 28 5 2 1 7 4 AL TOTAL THIS S HEET .507 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE --o 0 SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. 1 DATE 10- I5-97 BY REVISIONS WAB REASON FOR REVISION NEW SHOP DENSITY. r • CONTRACT WITH THRU-1301-5 TABLE) -•—TOLCO FIG. 53 SIDE BEAM BRACKET r SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESIGNER DATE EOSKOV 48- 19 -97 SHEET 3 O 4 JOB NO. TI -00I SIZE OF PIPE SIZE OF BOLT 1" TO 2 .• 3/8" x 4-1/2" 2 1/2- TO 4" 1/2" x ¢ 1/2" r SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESIGNER DATE EOSKOV 48- 19 -97 SHEET 3 O 4 JOB NO. TI -00I 7'4 F.O. GO L, _ •,' N 33�- 4� 33-4 -0 G-012 / // 10-1I 10-11 • RED h 9 00 N 1,3 0 1c I I 5-512 5 - G'Z 11 1 1'- 1' L 5-5'2 10'- 1112" 10'-IIIZ, 0 if 2 F o. Ni LASTER IO34 e<, a 2 -"SPLIT *c4 (G o 'R‘ Q\ 39 X 334 I Vvi K BOLT I00 NIO to GREEN 11C GREEN 0 u, 0 co 4- 6E AM GREEN CoW 1 GREEN GREEN Co N lrJ N 0 Q1 27-q AFF M 0 N BOP N 1'2 1-3'2. -4 ) M Q N 0; I0 N 010 tit HOSE RACK: POTTER-ROMER MODEL 2510-42 ( 1 1/2" X 100' ) 0 o \9 4- N Im ti 9 co UJ J CD 0WI 0 k_ H O O No co U a 28"55I PURLINS O. G, TYPICAL 313AY5• 0 N Io TFOW r 4111 O N BOP M 9 L'? Q Eb €3. N 4o N g N 0 co 41_2,) 12 � 1p N FIFO / L_I Qv 0-4 14/- I' 0. AFF v ,0 143 oP 21s Pt_ yr RING to. .'8 X 3-4 Kw! K BOLT. o- 4- #2. PIPING DETAILS 44 -2 XI'2 EccENTRIG REDUCER To F$ •of PIPE ARE EVEN, N 1iD 0 a 0 F 0 VV SFS STARTS AT AN 8" FLANGE, 6"AFF 10-0 HYDRAULICALLY MOST DEMANDING AREA: SYS# DENSITY: .39 GPM OVER 51,600 "QUARE FEET SYSTEM DEMAND AT BOR: Z PM AT1,04,(17 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) €13 N 0 14/ -.Ili AFF 9 4' 0 0 co m LU J W J 0 0 m m m w J co 0 N 1 7 4 4 4, ()-11-,4 t) 10-11 = I-1 4, 4 S -d 1 42'Z B N d - N 4- 8-z M 6L8 off' k -ti (,J K Q\ Q\ WAREHOUSE ROOF PLAN 0 8 16 S, ��Ill, NI M .. MN =1 Ell NM MI1 VIII SCALE 1/8"=1'-0" 2-5 k 4 8-6'2 4 , 4 -C, GO BT CTS (N , -Amu- e2 gr�4I 0-621 MATCHLINE (CONTINUED ON SHEET 3 OF 4 0 SCALE 1/8"=1'-O" #5 SYSTEM NO. 1 AREA DESCRIPTION WAREHOUSE 2ND FLR. OFF. CANOPY VOID TOTALS AREA SQ. FOOTAGE 14,500 13.100 750 28,350 NUMBER OF SPRINKLERS 162 510 16 688 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .39 GPM / 5,600 SQUARE FEET. ACTUAL DENSITY: .39 GPM / 5,640 SQUARE FEET. DEMAND AT BASE OF RISER: 2,517.35 GPM AT 104.47 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 2,917.35 GPM AT 117.03 PSI (500 GPM TOTAL HOSE ALLOWANCE) SYSTEM NO. 2 AREA DESCRIPTION WAREHOUSE OFFICE MAINTENANCE CANOPY VOID TOTAL AREA SQ. FOOTAGE 833 12,200 9,725 980 11,500 NUMBER OF SPRINKLERS 16 165 87 21 176 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .245 GPM / 3,850 SQUARE FEET. ACTUAL DENSITY: .245 GPM / 3,879 SQUARE FEET. DEMAND AT BASE OF RISER: 1446.22 GPM AT 114.89 PSI (100 GPM INSIDE HOSE ALLOWANCE), DEMAND AT CITY CONNECTION: 1846.22 GPM AT 119.69 PSI (500 GPM TOTAL HOSE ALLOWANCE) 1 FITTER / LISTER NOTES -WAREHOUSE IO'CO" A F F q'-o" HFF r1 3 -3 1 2 RISER PLAN VIEW GREEN SYSTEM 2. GREEN GREEN 11/45 0 0 FDC FLANGE, 61 AFF 8 24-8 ilLt)°'e 931 REC SYSTEM I. GREEN LLJ RED RED 11 9110 -181 RED RED CfN 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. ( F DENOTES A FLEXIBLE COUPLING. 3. INSTALL A FLEXIBLE COUPLING AT THE TOP OF ALL RISER NIPPLES ON RED & BLUE MAINS. 4. ALL BRANCHLINE HANGERS TO BE 28 U.N.O. 5. ALL 8" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A =18"). 6. ALL 6&8" MAIN HANGERS ON GRID '1' ARE TO BE 6W2 WALL BRACKET'S (A =14"). 7. ALL 4" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A=18"). 8. ALL 2" BRANCHLINE HANGERS ON LINES 191 & 192 ARE TO BE 6W3 WALL GENERAL NOTES. 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE / FLOOR DRAIN. ( 4" MINIMUM ) 2. MAINTAIN A 2" ANNULAR SPACE AROUND PIPES PASSING THRU CONCRETE FLOORS. 3. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN ( F ) WHICH ARE FLEXIBLE. RISER DETAIL RISER EQUIPMENT ITEM QTY. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 2 2 2 2 1 SIZE DESCRIPTION 8" DETECTOR DOUBLE CHECK ALVE ASSEMBLY 6" 1/4" 1/2" VALVE SUPERVISORY SWITCH CHECK VALVE- GRV. X GRV NRS GATE VALVE NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH MAIN DRAIN PRESSURE GAUGE ASSEMBL' PRESSURE RELIEF VALVE 8" WATERFLOW SWITCH WATERFLOW SWITCH 1" X 1/2" SIGHT GLASS 10" ELECTRIC BELL MANUFACTURER FEBCO POTTER ELECTRIC GEM MUELLER MUELLER GEM POTTER ELECTRIC MODEL # 876 OSYSU-A2 7811 FP A 2360-6 A 2360-6 F 753 PCVS POTTER ELECTRIC VSR-F POTTER ELECTRIC VSR-F POTTER ELECTRIC PBA12010 12 -HEAD SPARE HEAD CABINET CONTAIhING THE FOLLOWING: SPARE SPRINKLERS & WRENCHES SPRINKLERS MANUFACTURER TYPE RIMEL FINISH ORIFICE THREAD TEMP. QTY. RELIABLE SSU G BRONZE 17/32" 3/4" 286°F 2 RELIABLE SSU G BRONZE 1/2" 1/2" 212°F 1 RELIABLE SSP G CHROME 1/2" 1/2" 165°F 2 RELIABLE SSP G CHROME 1/2" 1/2" 212°F 1 RELIABLE SSP G CHROME 1/2" 1/2" 286°F 1 RELIABLE REC-SSP G CHROME 1/2" 1/2" 165°F 4 RELIABLE HSW G CHROME 1/2" 1/2" 165°F 1 WRINCHES HANGER LEGEND 1SPRINKLER LEGEND ABBREVIATIONS SEE HANIGER DETAI LS ON SHEET .3 oF SYM MANUFACTURER TYPE MODEL RELIABLE SSW H2 RFLIABLE 3 HEAD FINISH BRONZE BRONCIE ESCUTCHEON FINISH BRONZE ORFICE SIZE 17 it 3-2 all THREAD SIZE TEMP RATING al 2 - QUANTITY TOTAL THIS SHEET 78 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK • BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE DATE BY VYA REVISIONS NEW SHOP DENSIT Y, REASON FOR REVISION CONTRACT WITH SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)439-7391 PAGER : (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DEStGNER DATE SHEET JOB NO. BOSKOV ICH 4 OF Li REST ROOMS Partial is t Floor Fire Alarm Plan 1/8- = 1' - 0 " N OFFICE OFFICE r r r r CONFERENCE //JJ4,-IIIlJ//4,- VIII OFFICE I JJd JJJJ OPEN OFFi'CE STORAGE • PN l • OPEN TO • BELOW REST ROOMS Mezzanine Fire Alarm Plan 1/8 " = 1' - 0 FLAG NOTES : P RELOCATE EXISTING DEVICE TO L OCA TION SHOWIIL INSTALL NEW DEVICE CONNECT TO EXISTING i/TIATIIIG/6VTICATING CIRCUIT. E TE Without Comments As Noted In Red 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 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 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: 8//0/98 By: Akil Sl/ ,.ai.vs..a-e•r TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. N,V f/%c� and exact address for shut. down or restoration approval. FIL SYMBOL LEGEND E FRE ALARM CCEiTRCL PNEL idNILIA_ RLL STATEN. WALL !4+CLI cT 048E ES AFE: FRE ALARM FRN STRC E LGT. WALL MaNT 0 80 PC ES CR 6 INCL E$ "a CW CELL% EVER S LOWER. FRE ALARM SIRCEE LIGHT. WALL i~aNr 080 NC -ES CR 6 NC E M_CW CELtG WICH £vER I5 LOWER NICATES EV T1G CEVICE Prot hkrne E EGMING PRESS A., AUG e los 13075 GATEWAY DR. TU(WLA, WA Datc 8/4/98 T -rc.n =y. ,r I- Nt ALARM ccis As swan =ye ALA F.�=t;1A( avec Lt;: Date Revs:c r. ACE FIRE A A1-800-354-1555 SECURITY SYSTEMS A MLL_ M Alma ferry rn. A" P.O. BOX 3865 LACEY, WA. 38508 d Of- 1 4 1006 20-0 Z5 -O BELOW MEZZ SPRINKLER PLAN 0 8 16 SCALE 1/8"=1'-0" BRANCHLINE FIELD ORDER AIR/IOVER 1" D+?oP I (I - 3) TOE. TYP. ACT AT APPRbX 8 -10 APF FIRST FLOOR DROP DETAIL NTS BELOW MEZZ. FITTER/LISTER NOTES: 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2) ALL DROPS TO ARMOVERS TO BE 1(6'-6") WITH 1" 90° ELBOW MADE ON. 3) ALL DROPS TO REC-SSP TO BE 1(1'-3") TOE. 4) ALL ARMOVERS 1'-0" OR LONGER REQUIRE A HANGER. 5) ALL BRANCHLINE HANGERS TO BE 17T UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(0'-8") TYPICAL. 20-0 Z5 - CEILING &R►D START MINT Z -O 0 I-4 0-5 1- M M 2 L— Z 21z I -L O O ABOVE MEZZ SPR PLAN PI X61 0 8 16 SCALE 1 /8"=1'-0" 51-40 4e- ( ' k1/ W. Ptd. TMtt.W.aD (CM") A1.tr7 I,. -Ir- 1Z1I4tt P F'L GLdMr 01114. 2. pEt - coLuMU) isfrriVF- PC -6,14642.-- i W -4Z sck14 WWi040. ce- 1 ,pIGV- MI—A4 L - AfF CENTER MAIN BELOW 28" 551 JD 1ST Z x Z" MECH TEE ABOVE MEZZ. FITTER/LISTER NOTES: 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2). ALL DROPS TO BE 1(2'-0") TOE. 3) V) = 2 X 1" MECHANICAL TEE. 4) ALL ARMOVERS 1'-0" OR LONGER REQUIRE A HANGER. 5) ALL ARMOVER HANGERS TO BE 25 1/2B TYPICAL, UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(1-6) TYPICAL. 8) SUSPENDED CEILING IS AT 9'-0" TYP. AFF. HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS B ELCO ZE '710, 3/g' ATR, 111 HANGER RING, T PIPE TRAPEZE SYM MANUFACTURER TYPE 00 RELIABLE RELIABLE 55U 55U RELIABLE 55P RELIABLE $ 4- PLUG 55P MODEL G G G HEAD FINISH BRA• ISIZZ 1�R2 HIL ESCUTCHEON ANISH ORFICE SIZE ih. 17/32' CHR THREAD SIZE tit" TEMP RATING 11,5' Lea 1'5° 1(,5' QUANTITY 33 14 57 IS TOTAL THIS SHEET 110 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 4 - CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION 09/01198 156 AS - BUILT` CONTRACT WITH SGA CORPORATION 6414 204TH STREET S.W. LYNNWOOD, WA 98036 PROJECT MANAGER : PHONE : FAX : SITE SUPERINTENDENT : CELL PHONE : BRIAN MERISKO (425) 778-2191 (425) 778-2196 RON HAMMEL (206) 300-9112 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING FIRE PROTECTION SPRINKLER SYSTEM TO PROTECT THE BEGINNING PRESS T.I. SFS WILL START WORK AT THE EXISTING PIPING AND ADD AND RELOCATE SPRINKLER HEADS AS NECESSARY TO ACCOMMODATE THE NEW TENANT WALLS. CLARIRCATIONS — ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F BY OTHERS TO PREVENT FREEZING. --- SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT, EXCEPT AS REQUIRED BY NFPA 13. ELECTRICAL WIRING OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, WATERFLOW SWITCHES, AND TAMPER SWITCHES. --- CENTRAL STATION MONITORING EQUIPMENT, WIRING, AND MONITORING SERVICES. DESIGN CRITERIA OFFICES: PER NFPA /13, 1994 EDITION, WSRB, AND CITY OF TUKWILA ORDINARY HAZARD GROUP 1 .13 GPM / 3000 SQUARE FEET WAREHOUSE: PER CITY OF TUKWILA FOR SPEC WAREHOUSE .39 GPM / 5600 SQUARE FEET 3/0' ROD x 9' LONG VELD TO EACH END HANGER RING / FIELD DRILL 3 g: HOLE SPAN BETWEEN JOISTS SEE TABLE BELOW ATR ROOF SHEATHING TRAPEZE PIPE (FOR SIZE AND SCH SEE TABLE BELOW) PIPE TO BE SUPPORTED (FDR SIZE AND SCH SEE TABLE BELOW) • HANGER 'T NTS 5/8 x 2 LAG SCREW GRINNELL FIG 262 SHORT STRAP HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PIPE SIZE . DIM DIM 'A' 'B' DIM 'C' TOTAL LENGTH OF TRAPEZE i PIPE I MAXIMUM DISTANCE BETWEEN HANGERS SIZE SCH SF SCH 10ISCH .40 T 2 5 F 2— 0 I VARIES I VAKIES 0- 6 i 3" — 0� 15 — 0 • AREA OF WORK 0 ACCE TE Without Comments As Noted In Red 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 omissions which do not authorize violations of adopted sndards and ordinances. The responsibility for the •Iacal-Iacy of rlaaign r2 t3 tntaJy with tho dcoigncr. •Iditions, deletions or revisions to these drawings after a date will void ...submittal of revised drawingsd} for subsequent require approve,,,occrbEcif Final acceptance is subject to field test and inspectici NTS The Tukwila Fire Prevention Burea Date: fig TUKWILA FIRE DEPARTMENT Please can: 575-4407 and give this job No. ?e._ ye/r%D and exact address for shut- down or restoration approval. AS BUILT SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. • Tacoma, WA 98424 CONTR. REG. NO. SMITHFS13SOT Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT BEGINNING PRESS T.I. 13075 GATEWAY DRIVE TUKWILA, WA -. 98068 DESIGNER DATE SHEET JOB NO. BARRY G. 07/ 15/98 I OF I T I — 077 E M M 20-o Z5 -O BELOW MEZZ SPRINKLER PLAN 0 8 16 — M —, SCALE 1/8"=1'-0" BRANCHLINE FIELD FIELD ORDER ARMOVER - 1" D►?0P 1(1- 3) TOE -ryP. ACT AT APPiRIX -10 AFF FIRST FLOOR DROP DETAIL NTS HANGER LEGEND 1 BELOW MEZZ. FITTER/LISTER NOTES: • 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2) ALL DROPS TO ARMOVERS TO BE 1(6'-6") WITH 1" 90° ELBOW MADE ON. 3) ALL DROPS TO REC-SSP TO BE 1(1'-3") TOE. 4) ALL ARMOVERS 1'-O" OR LONGER REQUIRE A HANGER. 5) ALL BRANCHLINE HANGERS TO BE 17T UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(0'-8") TYPICAL. SPRINKLER LEGEND (TD) • M M 0 0 N In 0 O ABBREVIATIONS 20-0 25 - CEILING GM STARTPOINT pI rum.' 0 8 16 IMO1 1_.11181. SCALE 1 /8"=l '-0" El.to le- (0°"5' W/ It, ALL 114120,6S7 (ct /0.117 1s fit -4 r P.1NE4 PIS Gt41Mr' MIN. Z sE¢ COLu iu) iti;ITV9- r1 - A 0+1r eta -4Z,& (it'Kkvo WW1 1 SYMBOL LEGEND -t7T14L- 1 PT 44) ABOVE MEZZ. FITTER/LISTER NOTES: 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2) ALL DROPS TO BE 1(2'-O") TOE. 3) (*) = 2 1/2" X 1" MECHANICAL TEE. 4) ALL ARMOVERS 1'-0" OR LONGER REQUIRE A HANGER. 5) ALL ARMOVER HANGERS TO BE 25 1/28 TYPICAL, UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(1-6) TYPICAL. 8) SUSPENDED CEILING IS AT 9'-O" TYP. AFF. C E TE Without Comments As Noted In Red Q Per The Attached Letter ITese plans have been reviewed by The Tukwila Fire ' evention Bureau for conformance with current city 1. :iandards. Acceptance is subject to errors and !omissions which do not authorize violations of adopted vicar'-:,." �; i .-:: ordinances. The responsibility for the ioquecy e design rests totally with the designer. . iiti :ns. 'deletions or revisions to these drawings after in(d to will void this acceptance and will require a i rc:- h; nittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burepu. Date: 13/3/q6 By: REVISIONS B T ELCO ZE '710, 's/6' ATK , &, I" HANGER RING. SYM PIPE TRAPEZE MANUFACTURER RELIASL RELIABLE TYPE MODEL HEAD FINISH ESCUTCHEON FINISH OFFICE SIZE THREAD SIZE TEMP RATING OUANTITY KEIJ A$LE 55 55U 5505 G G 5K2. !Z" 17/5Z" L " 3 14 0 RELIABLE 55P CHR CHR 1/z 1(.5" 57 .54. PLu& IS TOTAL THIS SHEET 110 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE . DATE BY REASON FOR REVISION TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Fig- 7Cl d and exact address for shut. down or restoration approval. FILE CONTRACT WITH SGA CORPORATION 6414 204 STREET S.W. LYNNWOOD, WA 98036 PROJECT MANAGER : PHONE : FAX : SITE SUPERINTENDENT : CELL PHONE : BRIAN MERISKO (425) 778-2191 (425) 778-2196 RON HAMMEL (206) 300-9112 COPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING FIRE PROTECTION SPRINKLER SYSTEM TO PROTECT THE BEGINNING PRESS T.I. SFS WILL START WORK AT THE EXISTING PIPING AND ADD AND RELOCATE SPRINKLER HEADS AS NECESSARY TO ACCOMMODATE THE NEW TENANT WALLS. CLARIFICATIONS — ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MMAMUM OF 40°F BY OTHERS TO PREVENT FREEZING. — SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS - PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT, EXCEPT AS REQUIRED BY NFPA 13. ELECTRICAL WIRING OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, WATERFLOW SWITCHES, AND TAMPER SWITCHES. - CENTRAL STATION MONITORING EQUIPMENT, WIRING, AND MONITORING SERVICES. DESIGN CRITERIA OFFICES: PER NFPA #13, 1994 EDITION, WSRB, AND CITY OF TUKWILA ORDINARY HAZARD GROUP 1 .13 GPM / 3000 SQUARE FEET WAREHOUSE: PER CITY OF TUKWILA FOR SPEC WAREHOUSE .39 GPM / 5600 SQUARE FEET SPAN BETWEEN JOISTS SEE TABLE BEL"Ov ROOF SHEATHING 3/8' ROD x 9' LONG WELD TO EACH END HANGER RING fi ATR -- FIELD DRILL 'V HOLE TRAPEZE PIPE CFEIR SIZE AND SCH SEE TABLE BELOW) PIPC TO PC SLPPORTCD (FOR SIZE AIL) SCH SEC TABLE BELOW) HANGER `T" NTS CINELL FIG 262 SHORT STRAP 5/8 x 2 LAG SCREW HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PIPE SIZE DIM. 'A' DIM 'B' DIM 'C' TOTAL LENGTH OF TRAPEZE ISIZE MAXIMUM DISTANCE BETWEEN HANGERS SCH SF SCH 10 SCH 40 T 2 S F 2'- O" 1 - VARIES VARIES 0= 6' 3'- 0- 15�- 0" AREA OF WORK RISER KEY PLAN NTS ��( 9 S 0C/ la �gf J JULY. ILE SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 96424 CONTR. REG. N0. SMITHFS1360T Ph: (206)926-1880 fax: (206) 926-2350 PROJECT BEGINNING PRESS T.1. 13075 GATEWAY DRIVE TUKWILA, WA. 98068 DESIGNER DATE SHEET JOB NO. BARRY G 07/15/98 IOFI T I - 077 13075 GATEWAY DR ASSOCIATED PERMITS D07-483 D97-0294 D97-0187 D97-0152 M12-194 16-F-152 04-F-194 98-F-195 97-F-200 98-S-190 97-S-264 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: a/4-440 Ai 346_ do,-, 0 Type of Lection: Address:...42._Conta Suite #: /30 -2,S 6.q1 wk% Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector 4 _ X 53 Date: 12/9//4 Hrs.: 4 a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: g, . /0 am Type of Inspection: /,9- &-. Address:Contact Suite #: 150 674-frkAi p rl-37' 04,,46? Faytivi pine e-•7'ng.e—S7 sr- Person: > ��, ` 2t,v Special Instructions: NOT 4-ppfWvri Phone No.: Approved per applicable codes. FrCorrections required prior to approval. COMMENTS: Sprinklers: 5 Y5CEMN•rd rw'ets >f -i r(P�9--? 1/%145 &-. /,-J---- 2014-• Pre -Fire: p rl-37' 04,,46? Faytivi pine e-•7'ng.e—S7 sr- Occupancy Type: NOT 4-ppfWvri Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f /vk 44,4, 443 g L Date: /006 H rs.: f r I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy wit Fy mit -/9y fp /W(/3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: A mew lest',' P'%ci;,, l oee\f kens e..... Type of Inspection: file c Address:Contact Suite #: 13 77S C.r ;.ori 1)' )1 o Person: Special Instructions: Phone No.:. ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: F re PA.', I - o K Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i FM S^ y Date: S -Ah -. Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER POS'iES. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: P1/1/1 Sprinklers: Type of In ection: ASuiteddress:#: )3075 Cry J v�I _-17 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. r' \orrections required prior to approval. COMMENTS: Astt0/1 A I k Gi' ' i \)- , %7t(L )I ow/ tAYv ✓.-<r �� 1 Ceon Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r Date: ifM/3 Hrs.: I � � $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit MAR 3 2008 £O?- 'ft3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: p 1 R Sprinklers: Fire Alarm: Type of Inspection: ; t_ cs•)✓'4' 4 levt< -,(iu % 4 Address: 1307r Suite #: 6 -cww1 14$ 62 Contact Person: 4_424)Nly Special Instructions: Phone No.: 01-0.0 - trAyii -yyy`i V -AD proved per applicable codes. Corrections required prior to approval. COMMENTS: C5)A47 7 *47 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: o,(^5 --/v Date: 71a1 /06 Hrs.: 4_, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 11111111\1/4•• - - ., CORRECTION NOTICE/REINSPECTION FEE Inspector: f'i't J-' Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshaltukwilawa.aov Business Name: !M p Type of Inspection: Location Address:Date (( 7.____ : 6 4 ,-// Phoneo.: 25 317- 6/ 7 y Contact PA erg . trr� nn c �e ( ACTION REQUIRED : 2�r ii F ps /^/ Minx- 570!9--e-c- / -,l m4 -7,i %-i �, ,;L, o/"i PacipC^ f''&j C -c ]fir Tz - - - ,D I2- ge ' -.: S 9 -c i Z2 1- I l cil'I i CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : 2 /Z- / FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billing/Mailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 TUIW.ILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST.CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Pire. alarm System is ready for Fire Department acceptance testing.' Failure of test:Will result in termination of the testing and additional fees" will be assessed.•Contractor is.responsible for. supplying manpower for Final Acceptance.Testwith tv*o-way communications: • Date l//16/Oy • • . Permit# 06-/-f-%c1` .• Installing Company ,--...,,,,f iv, P fd . i , c4,c,-e 5 • -. • ' Installing Contractor's Address 30/ •30 5y -/1(L" X00 • City ��/ I,r Phone # <t00 —660 36 3 7 • Installer's Name(PRINT) - - - - -(PRINT) ��- �AE,�- •� 1 License and/or Certificate I -N.6 t.:516-41 Name of Facility ,4r c < k 4ea ' o J R6'S SE Property Address / 30 7S" (may -e v 2y .11) rt`ue • .c /00 City Tukwila Zip Code 9T/6g- Occupied '/6g" Occupied as So -ver Po©",1 Owner or Representative geti f9(1 -ac, s Phone # General Contractor..._�r� Electrical ContractorSPG - i GC(per'C FACP Equipment Manufacturer Fe/ Model # 30820 • This system has been install d, pie -tested and operates in accordance with the standards listed below and was inspected by 61 On (date) /1 /( 6(09 Circle all that apply: ap er • an. or _ NFPA 70, National Electrical Code, Article 760 Manufacturer's.Instructions _ Manufacturer's Instructions . and includes the devices listed on back. Other (specify) Tukwila City Ordinance Numbers 1900, 1901 UL Central Stat ozii Mon' or {A.651A,0. System is monitored by SIGNED System Firmware: Installed version Checksum• Date Initial program Installation Date it//b%py Revisions and Reasons Date Tukwila Fire Prevention Bureau- Material and Test Certificate EQUIPMENT INSTALLED AND TESTED: ' Control Panel 1 • of / Manual Station j, of / Smoke Detectors of _ Z Heat Detectors C7 of Duct Detectors ' 0 of AN Devices • 7of Audio Devices / of. Visual Devices _3_ of 3j Auto Door Release of / of I Make/Model Make/Model r-44,./0/ SG 4,Z Make/Model . w ea' ( 7/S C- Make/Model • . Make/Model •13.,z,7o Make/Model •I Make/Model E.► �� (OC k 1447"? Make/Model �'/) OQ-Q Make/Model / Trouble Indictors Make/Model C' Batteries Readings Battery eg 6, S Full Load 6. /9 Charge Z 6. Generator Col _ Make/Model HVAC Controls I of _ Make/Model ` ? l — ca - 1 c&"''d et10"'` 9 • . Make/Model iC� /— �� /e a r— /��; d f • Fire Alarm Dialer • of ,� Monitored by L✓A- Troit-I "- Annunciator . .L7 of Make/Model • • Sprinkler System. (Fire Alarm connections only) Make/Model Water Flow Sw. • C7 of Valve Tamper Sw. a of FIV • Elec. Alarm Bell 0 of Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm /y IA- seconds. None Installed Do you meet audiblehisible_requirements of WAC 51-44, UFC STD 10-2,1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes No _ Test of alarm System on emergency power, satisfactory? Yes Test Witnessed by Title Date Comments: -/4 o7GV S'b T�P ieSSrldv Sy/Sl4e-. TFT1 RD Gn.... II In 2 Citj' of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name A U \ TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. e)f- F Address J ? C) 7 5— GqFe kval i Retain current inspection schedule Needs shift inspection Suite # / D� Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: :rii 2,20 Monitor: Pre -Fire: Permits: 5`W l/l2L-l<1 Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Fire Department / o ILE APR 1 4 1 John W. Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. _bq7 _ 0-214/ Project Name 5 f le -p 2 -D 6 ti L -n - Arc E Address /jc-75' i- - Suite # Retain current inspection schedule ey)-A (&/% Needs shift inspection !` Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: / Authorized Signature bate FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 TUKWILA FIRE DEPARTMENT FIRE PREVENTION BUREAU (206) 575-4407 CORRECTION NOTICE/REINSPECTION FEE ComplzAN V:)5tu (0102) BUSINESS NAMES\ 9 tQ J i-iAlu c.v,v, MeLcAl Q 14aDATE: i i (5h 9 ADDRESS: 1305 CTtp� ,�� BLDG: SUITE: APT: TYPE OF INSPECTION: ;n.,L INSPECTOR:5M Q BLDG. PERMIT #:D°t )-0\a� CONTACT PERSON: ‹VM PHONE: ACTION REQUIRED: 1a cam.. o o cac `% LeAraL 3 (._o?k:_ , A ,.);� c�z La LAtars ‘,An QhivA.. 5A6 ictae, kt,e- © Rev..; -E\-sa e i �« br• c -c� � � ,vision Okfq..s:\ 0. Ve.NrcIA. .3\X\ CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY: 11 30 A $40.00 Reinspection Fee is required and must be received by the Tukwila Fire Department, 444 Andover Park East, Tukwila, Wa. 98188 prior to reinspection. Make checks payable to the City of Tukwila and provide the YELLOW copy of this notice with payment. FAILURE TO PAY the reinspection fee within seven 7 days may result in the issuance of a citation for Failure to Comply. For Office Use Only: Date Paid: Receipt #: File Code: W -Finance Y -File P -Contractor WP:CORREFEE.FRM T.F.D. Form F.P. 100 Project Name Address -L-u&WILA FIRE DEPARTMENT FINAL APPROVAL FORM /3a 75" 61-1L Al . Retain current inspection schedule XNeeds shift inspection Permit No. :1)97, 0/637 Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: i'14k /,4 6i62-- Autho Signature //4/45 D to FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters St ttbn: 444Andover Fa,alit • Tau* Washfriliton 98188 • Them i206) 52 t • 1 iir ( 054,09 409 BUSINESS TUKWILA FIRE DEPARTMENT FIRE PREVENTION BUREAU (206) 575-4407 CORRECTION NOTICE/REINSPECTION FEE NAME ( A , 2s4p oDATE: ADDRESS: )30-1S BLDG : SUITE: APT: TYPE OF INSPECTION:Tir L INSPECTOR:51t CONTACT PERSON: �1`M BLDG. PERMIT #:Oc11-0\6) PHONE: ACTION REQUIRED: O & 3v LL f\c cA e Vu► c.� �n R U u- 5 z o n cw aFLoor 1-� Sp, \IAL cy-\ { c. 7.1:1"e_ cA,A c eR o c -6 Lek a L ' Svc C �S-Nike co Sco v A x 3 Lo k e S ac- C1 V \LA. \Lo C.c.k lar. s kt-bX L VVit S 5 0 AOS\ 1 0. Q�.AS.. 20 tab�\ F, A , Pg9tY1t.L% a 1/454.. Rvt.C;(" - Cvzz e -z a. Qc� c_ l'o r• C 'Sv c� �x h S CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY: II 30Th A $40.00 Reinspection Fee is required and must be received by the Tukwila Fire Department, 444 Andover Park East, Tukwila, Wa. 98188 prior to reinspection. Make checks payable to the City of Tukwila and provide the YELLOW copy of this notice with payment. FAILURE TO PAY the reinspection fee within seven 7 days may result in the issuance of a citation for Failure to Comply. For Office Use Only: Date Paid: Receipt #: File Code: W -Finance Y -File P -Contractor WP:CORREFEE.FRM T.F.D. Form F.P. 100 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORK Project Name S t.tc'T)itief).--hi b K vac c - Address /3a'75- 6't'%t%A1Ail Retain current inspection schedule XNeeds shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Autho 11If I /4/$ • Fvp-4- • Signature l //4/45 D to FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Pak • Tuktv114 Whir 98188, • Plow (206) .ST • Jar (2 J '1,344.39 08%03/98 MO\ 14:58 FAA. 253 926 2350 SMITH FIRE SYSTEMS U002 L WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX {206} 728-2864 July 30, 1998 PLAN SHEETS 1of 1 SUBJECT Beginning Press (tenant improvement) 13075 Gateway Drive Tukwila, Washington • The attached pians have been reviewed as follows_ The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractors Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NEPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Upsize new main from 2 -inch to 2Y2 -inch. Velocities in calculations should not exceed 20 fps for overhead sprinkler piping, Washington Surveying &Bureil aHOtE� PLAN REVIEWED AS SEATTLE WASH. �+rnts and acceptances relattt exclusively to relative effect nanous corAAions uK,on lite +iisurancer .Tau,"" Etas f° be cot !trued as ging in any Kay uran the RueF'n of whetnet "due cart" •... . < to nnssibie liabriity to,DeTsone e^" I A betr4 fxeciseo tug eit • age te property. It ts acozed that hazards which mei it stegilt in •: 6 /VOL Northwest Communications & Alarm, Inc. DATE: AUGUST 19, 1997 FIRE PREVENTION CITY OF TUKWILA 444 ANDOVER PARK E TUKWILA,WA 98188 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 FIRE ALARM COVER SHEET FAX 206 776-4897 Fire Alarm System for: SHEPARD AMBULANCE Address 13075 GATEWAY DRIVE TUKWILA, WA 98168 Owner TEUTSCH PARTNERS Phone: (206) 728-1130 2001 WESTERN AVE. SUITE 330 SEATTLE, WA 98121 Installer, Northwest Communications & Alarm, Inc. (425) 775-4456 2100 196th St. SW.#D113 P.O. Box 6277 Lynnwood,WA 98036 Contact. Chris Davis Phone: (425) 775-4456 State Lic. # NWCOMAII IODL Exp. 3/13/98 Legal Description: Lot 3B of City of Tukwila Short Plat # 91 -11 -SS Rec.# 9112192032 CONTROL PANEL # : SILENT KNIGHT 5820 ADDRESSABLE ZONES # : 2 INITIATING DEVICES # : 23 AUDIBLE/VISIBLE DEVICES # : 76 UL Monitoring by - A.M.S (206)362-4482 P.O Box 25719 Seattle,Wa 98125 /Wilk Northwest Communications & Alarm, Inc. 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 6 776-4897 FAX '0 BATTERY CALCULATIONS JOB: SHEPARD AMBULANCE - TUKWILA Normal Condition Alarm Condition Description Qty X Load = Total Qty X Load = Total Silent Knight 5820 1 X 0.14 = 0.14 1 X 0.26 = 0.26 Zone Expander 5815 X 0.55 = 0 X 0.55 = 0 Remote Ann. 5815 X 0.2 = 0 1 X 0.25 = 0.25 Addressable Devices X 0.006 = 0 23 X 0.0055 = 0.1265 Duct Detector X 0.025 = 0 X 0.025 = 0 Door Holders X = 0 X = 0 Misc: X = 0 X = 0 MIZ 110V Horn/Strobe NA X NA = 0 6 X 0.242 = 1.452 Gentex Mini Horns NA X NA = X 0.015 = 0 MIZ+LSM Horn Strob NA X NA = 64 X 0.127 = 8.128 LSM Strobe Only NA X NA = 16 X 0.115 = 1.84 10" Bell NA X NA = X 0.03 = 0 Misc: NA X NA = X = 0 Total Current = 0.14 12.057 AISlk Northwest Communications &Alarm, Inc. 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 6 776-4897 FAX Total Standby Current = 0.14 A Required Standby Time = 24 Hr Required Standby Capacity = 3.36 Ah Total Alarm Current = 12.06 A Required Alarm Time = 0.084 Hr Required Alarm Capacity = 1.013 Ah Total Required Capacity = 4.373 Ah Battery Derating Factorl = 1.2 Required Battery Capacity = _ 5.247 Ah Northwest Communications & Alarm, Inc. 2100 - 196th St. S.W. • Suite 113/114, Bldg. D P.O. Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 FAX 206 776-4897 RISER DIAGRAM SHEPARD AMBULANCE TUKWILA, WA BUILDING SMOKE DETECTORS AND MANUAL PULL STATIONS r 117q(FF t � 1 FACP M M: M FIRST FLOOR - TI M--;M-M' —11-11-411—El SECOND FLOOR - TI V � v v Ey fl -1-1-11-1 -..LH BUILDING SHELL =F KEY TO ALARM SYMBOLS FACP ANNI iVl Fire Alarm Control Fire Annunciator Post Indicator Valve FS. Flow Swart TS Tamper Switch PSi Pressure Swim', Manual Pull Station Indicator Lgnt CDuct Detector Elevator Rewe STI Scan Communicator EOL End of Line OS Smoke Detector .OH Heat Detector • Fixed Tema. Heat CO Outside Sed Strobe LI1 Mtm Hom Strobe El Mint Horn Strobe Only �II Door Holaer H I <IE l lO HamiStrobe WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 October 27, 1997 PLAN SHEETS 1-4 of 4 SUBJECT Shepard Ambulance 13075 Gateway Drive Tukwila, Washington • d The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. The design of .39/5,600 is acceptable for the storage of class IV commodities in racks to not more than 18 to 19 feet in height, using conventional pallets, and with 8 foot aisles. If storage exceeds these limits, the design should be reinforced to adequately protect the increased hazards. 2. Revise design in office areas to .13/3,000. 3. Velocities in calculations should not exceed 20 fps for overhead sprinkler piping. 4. Provide a variable pressure alarm valve and outside water motor alarm gong. 5. Provide an indicating gate valve in the supply main at the property line. 6. Revise size of main drain for System No. 3 from 1'/4 -inch to 2 -inch. 7. Trapeze hangers used to support piping below lightweight wood and metal tube trusses should span 3 trusses for 3 -inch and smaller piping and span 4 trusses for larger piping, or provide written certification from a licensed structural engineer that the trusses and roof loads have been analyzed for the additional loads imposed by water filled pipe plus an additional 250 pounds at each point of support. Trapeze hangers should be secured to the trusses. 8. Insulation batts should be secured in place with wire mesh to prevent sagging and possible obstruction to sprinkler discharge. 9. Extend sprinkler protection to blind spaces if areas contain combustible construction, insulation, plastic drain plumbing, motorized equipment, wiring not in conduit, or if used as a return air plenum, and to all areas including exterior eaves, soffits, canopies, intermediate levels of storage racks, and to roof skylights. n Surveying & Rating Bu A21s PLAN REVS AS NOTED SEATTLE WASH.to relative effect a ...,,,,,,nests end acceptancesinsurancerates.sTh ` homey ate or con- . ""dcars"° a4e SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/25/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: ONE HAZARD DESCRIPTION: WAREHOUSE / OFFICE HAZARD CLASS PER NFPA 231C : HIGH PILE STORAGE - SPECIFIC RULING: SPEC. WAREHOUSE RULING MADE BY: CITY ORDINANCE OF CITY OF TUKWILA DENSITY: .39 GPM OVER THE MOST HYDRAULICALLY REMOTE 5,600 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 100 GPM NODE 7 ON RISER MANIFOLD OUTSIDE HOSE 400 GPM CONNECTION TO CITY MAIN. IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 93.68 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 286 ° F K -FACTOR: 8.2 ORIFICE SIZE: 17/32" TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 688 "C" FACTOR UNDERGROUND : 140 WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 2517.35 GPM REQUIRED AT 104.47 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 2917.35 GPM REQUIRED AT 117.03 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP t � r 413-7 ;1 :: AdN5 TA11; IU L I,7_Wi1 H 0 M 1 V) w CC 0 0 0 0 0 z m 0 / WAREHOUSE W z 0 SHEET 11 P" II'1111111111111111111111111111111111 i 1 1111 111111!""""` '� ' iiij !I' li •• •• • 1111111111111111111111111111111111111l=1:1;1I'�'1.....11111 r�i■■11..1 I:!:Ii:1u1111111 !! I' 1II1: III 111111111111111111111111111i4111111911111:1111111111111 .. .. 1....1.■.1.■! OUN 111111 :::: :1N: 1::: 1:: :1:1 ■■.■■ • 1111 h.p.. 1111 1111: • 1111 ..■. W U) w ..... CC I MOM :111 a 1- 1:111 V) .■■. w ■... 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Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. 2600 2800 Data Points: fps ...- 0 :6-.. 1.3 1.9 2.6 3.2 3.8 4.5 51 5.7 6.4 7 7.7 8.3 8:9 : gpm 0 100- 200 300 400 500 600 . 700 800 900 1000 1100 - 1200 ; 1300 - ;-1400 --150-0-i psi . 4.2 5:6 5.4 5.1 4.8 • 4.7 • 4.5 4.4 4.3 4.3 • 4.3 4.3 4.3 ' 4.3 !4.4 :4.5 fps 11.0:2 110.9 111.5 12.1- 12.8 13.4 • 14 114.7 15.3- -16 16:6 17.2 • 17:9 gpm gp ?T600 T 1700 4:-i1800- -1900 2000- • 2100 2200 ' 2300 2400---2500- 2600 2700 2800 psi 476-7477 t4.8 5� 5.2 5.3 5.5 I 5:8- . 6.0- .- 6:2 6.4 6:7 6:9' Flo Cu yr e Indt- es-FEBCO Valve Setter Model # 61 1 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2917.3 GPM 130.50 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 215 42.83 34.71 7.54 32.27 216 41.72 34.71 7.54 30.61 217 41.01 34.71 7.54 29.58 307 43.25 34.71 7.54 32.90 308 40.99 34.71 7.54 29.55 309 39.23 34.71 7.54 27.07 310 37.94 34.71 7.54 25.31 311 37.05 34.71 7.54 24.14 312 36.50 34.71 7.54 23.43 313 36.22 34.71 7.54 23.08 314 36.13 34.71 7.54 22.96 315 36.12 34.71 7.54 22.95 316 36.16 34.71 7.54 23.00 317 36.34 34.71 7.54 23.22 407 43.07 34.71 7.54 32.63 408 40.80 34.71 7.54 29.29 409 39.04 34.71 7.54 26.81 410 37.73 34.71 7.54 25.04 411 36.83 34.71 7.54 23.87 412 36.28 34.71 7.54 23.15 413 35.99 34.71 7.54 22.79 414 35.90 34.71 7.54 22.66 09-25-1997 PAGE 1 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 415 35.89 34.71 7.54 22.66 416 35.92 34.71 7.54 22.70 417 36.09 34.71 7.54 22.91 507 42.96 34.20 7.53 32.55 508 40.70 34.20 7.53 29.21 509 38.94 34.20 7.53 26.74 510 37.63 34.20 7.53 24.98 511 36.73 34.20 7.53 23.80 512 36.18 34.20 7.53 23.08 513 35.89 34.20 7.53 22.72 514 35.79 34.20 7.53 22.59 515 35.78 34.20 7.53 22.58 516 35.81 34.20 7.53 22.62 517 35.98 34.20 7.53 22.83 607 42.99 34.20 7.53 32.60 608 40.73 34.20 7.53 29.25 609 38.96 34.20 7.53 26.78 610 37.66 34.20 7.53 25.01 611 36.76 34.20 7.53 23.83 612 36.21 34.20 7.53 23.12 613 35.92 34.20 7.53 22.75 614 35.82 34.20 7.53 22.63 615 35.81 34.20 7.53 22.62 616 35.85 34.20 7.53 22.66 617 36.01 34.20 7.53 22.87 707 43.07 34.20 7.53 32.72 708 40.81 34.20 7.53 29.37 709 39.05 34.20 7.53 26.89 710 37.74 34.20 7.53 25.12 711 36.85 34.20 7.53 23.94 712 36.29 34.20 7.53 23.23 713 36.01 34.20 7.53 22.87 714 35.91 34.20 7.53 22.74 715 35.90 34.20 7.53 22.73 716 35.94 34.20 7.53 22.78 717 36.11 34.20 7.53 22.99 09-25-1997 PAGE 2 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 218 40.67 36.53 7.55 29.02 318 36.79 36.53 7.55 23.74 418 36.53 36.53 7.55 23.41 518 36.46 35.99 7.55 23.32 618 36.49 35.99 7.55 23.36 718 36.59 35.99 7.55 23.49 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2417.35 GPM 100.00 GPM 400.00 GPM 2917.35 GPM 117.06 PSI 0.00 PSI 26.04 FPS 09-25-1997 PAGE 3 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 35 418 2.227 L 0.29 C=120 PT 23.41 (418) Q 36.53 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.41 ( 35) 38 718 2.227 L 0.29 C=120 PT 23.49 (718) Q 36.59 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0102 PF 0.00 PT 23.49 ( 38) 37 618 2.227 L 0.29 C=120 PT 23.36 (618) Q 36.49 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.36 ( 37) 36 518 2.227 L 0.29 C=120 PT 23.32 (518) Q 36.46 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.32 ( 36) 34 318 2.227 L 0.29 C=120 PT 23.74 (318) Q 36.79 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0103 PF 0.00 PT 23.74 ( 34) 33 218 2.227 L 0.29 C=120 PT 29.02 (218) Q 40.67 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0124 PF 0.00 PT 29.02 ( 33) 716 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 25.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 717 716DQ 35.94 2.227 L 8.00 C=120 PT 22.77 (716) Q 61.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 38 717DQ 36.11 2.227 L 8.00 C=120 PT 22.98 (717) Q 97.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0627 PF 0.50 48 38DQ 36.59 2.227 L 1.54 C=120 PT 23.48 ( 38) Q 134.36 F=T,T F 28.00 PE 0.67 RN2 T 29.54 0.1129 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size ,Sc Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 47 48 4.352 L 10.96 C=120 PT 27.49 ( 48) Q 134.36 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0043 PF 0.05 PT 27.54 ( 47) 714 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 713 714DQ 35.91 2.227 L 8.00 C=120 PT 22.74 (714) Q 46.09 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 712 713DQ 36.01 2.227 L 8.00 C=120 PT 22.86 (713) Q 82.10 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0454 PF 0.36 711 712DQ 36.29 2.227 L 8.00 C=120 PT 23.22 (712) Q 118.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 710 711DQ 36.85 2.227 L 8.00 C=120 PT 23.93 (711) Q 155.24 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1474 PF 1.18 709 710DQ 37.74 2.227 L 8.00 C=120 PT 25.11 (710) Q 192.98 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2205 PF 1.76 708 709DQ 39.05 2.227 L 8.00 C=120 PT 26.87 (709) Q 232.03 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3101 PF 2.48 707 708DQ 40.81 2.227 L 8.00 C=120 PT 29.35 (708) Q 272.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4185 PF 3.35 706 707DQ 43.07 2.227 L 8.00 C=120 PT 32.70 (707) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 705 706 2.227 L 8.00 C=120 PT 37.09 (706) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 704 705 2.227 L 8.00 C=120 PT 41.48 (705) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 703 704 2.227 L 8.00 C=120 PT 45.87 (704) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 702 703 2.227 L 8.00 C=120 PT 50.26 (703) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 701 702 2.227 L 8 00 C=120 PT 54.65 (702) Q 315.90 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.5488 PF 4.39 28 701 2.227 L 3 35 C=120 PT 59.04 (701) Q 315.90 F=0 F 0 00 PE 0.00 BL1 T 3 35 0.5488 PF 1.84 18 28 2.227 L 1.38 C=120 PT 60.88 ( 28) Q 315.90 F=T,E F 21.00 PE 0.67 RN1 T 22.38 0.5488 PF 12.28 17 18 6.357 L 10.96 C=120 PT 73.83 ( 18) Q 315.90 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0033 PF 0.04 PT 73.87 ( 17) 616 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 25.27 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 617 616DQ 35.85 2.227 L 8.00 C=120 PT 22.66 (616) Q 61.11 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0263 PF 0.21 37 617DQ 36.01 2.227 L 8.00 C=120 PT 22.87 (617) Q 97.13 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0619 PF 0.50 47 37DQ 36.49 2.227 L 1.92 C=120 PT 23.37 ( 37) Q 133.62 F=T,T F 28.00 PE 0.83 RN2 T 29.92 0.1117 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 46 47DQ 134.36 4.352 L 10.96 C=120 PT 27.54 ( 47) Q 267.97 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0155 PF 0.17 PT 27.71 ( 46) 614 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 10.54 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 613 614DQ 35.82 2.227 L 8.00 C=120 PT 22.63 (614) Q 46.36 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 612 613DQ 35.92 2.227 L 8.00 C=120 PT 22.76 (613) Q 82.28 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 611 612DQ 36.21 2.227 L 8.00 C=120 PT 23.12 (612) Q 118.49 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0894 PF 0.72 610 611DQ 36.76 2.227 L 8.00 C=120 PT 23.84 (611) Q 155.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1475 PF 1.18 609 610DQ 37.66 2.227 L 8.00 C=120 PT 25.02 (610) Q 192.91 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 608 609DQ 38.96 2.227 L 8.00 C=120 PT 26.78 (609) Q 231.87 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3097 PF 2.48 607 608DQ 40.73 2.227 L 8.00 C=120 PT 29.26 (608) Q 272.60 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4178 PF 3.34 606 607DQ 42.99 2.227 L 8.00 C=120 PT 32.60 (607) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 605 606 2.227 L 8.00 C=120 PT 36.98 (606) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 604 605 2.227 L 8.00 C=120 PT 41.36 (605) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 603 604 2.227 L 8.00 C=120 PT 45.74 (604) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 602 603 2.227 L 8.00 C=120 PT 50.12 (603) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 601 602 2.227 L 8.00 C=120 PT 54.50 (602) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 27 601 2.227 L 3.35 C=120 PT 58.88 (601) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5478 PF 1.84 17 27 2.227 L 1.50 C=120 PT 60.72 ( 27) Q 315.59 F=T,E F 21.00 PE 0.83 RN1 T 22.50 0.5478 PF 12.33 16 17DQ 315.90 6.357 L 10.96 C=120 PT 73.88 ( 17) Q 631.49 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0120 PF 0.13 PT 74.01 ( 16) 516 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 25.12 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 517 516DQ 35.81 2.227 L 8.00 C=120 PT 22.62 (516) Q 60.94 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0261 PF 0.21 36 517DQ 35.98 2.227 L 8.00 C=120 PT 22.83 (517) Q 96.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0617 PF 0.49 46 36DQ 36.46 2.227 L 2.33 C=120 PT 23.32 ( 36) Q 133.38 F=T,T F 28.00 PE 1.01 RN2 T 30.33 0.1113 PF 3.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 45 46DQ 267.97 4.352 L 11.00 C=120 PT 27.71 ( 46) Q 401.35 F=0 F 0.00 PE 0.00 CM2 T 11.00 0.0327 PF 0.36 PT 28.07 ( 45) 514 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 10.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 513 514DQ 35.79 2.227 L 8.00 C=120 PT 22.59 (514) Q 46.45 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 512 513DQ 35.89 2.227 L 8.00 C=120 PT 22.72 (513) Q 82.34 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 511 512DQ 36.18 2.227 L 8.00 C=120 PT 23.08 (512) Q 118.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0895 PF 0.72 510 511DQ 36.73 2.227 L 8 00 C=120 PT 23.80 (511) Q 155.24 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.1474 PF 1.18 509 510DQ 37.63 2.227 L 8 00 C=120 PT 24.98 (510) Q 192.88 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.2203 PF 1.76 508 509DQ 38.94 2.227 L 8.00 C=120 PT 26.74 (509) Q 231.81 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3096 PF 2.48 507 508DQ 40.70 2.227 L 8.00 C=120 PT 29.22 (508) Q 272.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4176 PF 3.34 506 507DQ 42.96 2.227 L 8.00 C=120 PT 32.56 (507) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 505 506 2.227 L 8.00 C=120 PT 36.94 (506) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 504 505 2.227 L 8.00 C=120 PT 41.32 (505) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 503 504 2.227 L 8.00 C=120 PT 45.70 (504) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 502 503 2.227 L 8.00 C=120 PT 50.08 (503) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 501 502 2.227 L 8.00 C=120 PT 54.46 (502) Q 315.48 F=0 F ' 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 26 501 2.227 L 3.35 C=120 PT 58.84 (501) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5475 PF 1.83 16 26 2.227 L 1.54 C=120 PT 60.67 ( 26) Q 315.48 F=T,E F 21.00 PE 1.01 RN1 T 22.54 0.5475 PF 12.34 15 16DQ 631.50 6.357 L 11.00 C=120 PT 74.02 ( 16) Q 946.97 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0253 PF 0.28 PT 74.30 ( 15) 416 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 25.71 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 417 416DQ 35.92 2.227 L 8.00 C=120 PT 22.70 (416) Q 61.63 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 35 417DQ 36.09 2.227 L 8.00 C=120 PT 22.91 (417) Q 97.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0626 PF 0.50 45 35DQ 36.53 2.227 L 2.75 C=120 PT 23.41 ( 35) Q 134.25 F=T,T F 28.00 PE 1.19 RN2 T 30.75 0.1127 PF 3.47 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 11 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 44 45DQ 401.35 4.352 L 11.13 C=120 PT 28.07 ( 45) Q 535.60 F=0 F 0.00 PE 0.00 CM2 T 11.13 0.0558 PF 0.62 PT 28.69 ( 44) 414 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 413 414DQ 35.90 2.227 L 8.00 C=120 PT 22.67 (414) Q 46.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 412 413DQ 35.99 2.227 L 8.00 C=120 PT 22.79 (413) Q 82.07 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0453 PF 0.36 411 412DQ 36.28 2.227 L 8.00 C=120 PT 23.15 (412) Q 118.35 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 410 411DQ 36.83 2.227 L 8.00 C=120 PT 23.86 (411) Q 155.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1473 PF 1.18 409 410DQ 37.73 2.227 L 8.00 C=120 PT 25.04 (410) Q 192.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 408 409DQ 39.04 2.227 L 8.00 C=120 PT 26.80 (409) Q 231.96 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3099 PF 2.48 407 408DQ 40.80 2.227 L 8.00 C=120 PT 29.28 (408) Q 272.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4183 PF 3.35 406 407DQ 43.07 2.227 L 8.00 C=120 PT 32.63 (407) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 405 406 2.227 L 8.00 C=120 PT 37.02 (406) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 12 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 404 405 2.227 L 8.00 C=120 PT 41.41 (405) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 403 404 2.227 L 8.00 C=120 PT 45.80 (404) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 402 403 2.227 L 8.00 C=120 PT 50.19 (403) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 401 402 2.227 L 8.00 C=120 PT 54.58 (402) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 25 401 2.227 L 3.35 C=120 PT 58.97 (401) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5486 PF 1.84 15 25 2.227 L 1.42 C=120 PT 60.81 ( 25) Q 315.83 F=T,E F 21.00 PE 1.19 RN1 T 22.42 0.5486 PF 12.30 14 15DQ 946.97 6.357 L 11.13 C=120 PT 74.30 ( 15) Q 1262.80 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0431 PF 0.48 PT 74.78 ( 14) 316 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 27.23 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0059 PF 0.05 317 316DQ 36.16 2.227 L 8.00 C=120 PT 23.00 (316) Q 63.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0281 PF 0.22 34 317DQ 36.34 2.227 L 8.00 C=120 PT 23.22 (317) Q 99.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0650 PF 0.52 44 34DQ 36.79 2.227 L 3.08 C=120 PT 23.74 ( 34) Q 136.51 F=T,T F 28.00 PE 1.33 RN2 T 31.08 0.1162 PF 3.61 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 13 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 43 44DQ 535.60 4.352 L 11.13 C=120 PT 28.68 ( 44) Q 672.11 F=0 F 0.00 PE 0.00 CM2 T 11.13 0.0849 PF 0.94 PT 29.62 ( 43) 314 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 8.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0007 PF 0.01 313 314DQ 36.13 2.227 L 8 00 C=120 PT 22.96 (314) Q 45.02 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.0149 PF 0.12 312 313DQ 36.22 2.227 L 8 00 C=120 PT 23.08 (313) Q 81.25 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.0445 PF 0.36 311 312DQ 36.50 2.227 L 8 00 C=120 PT 23.44 (312) Q 117.75 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.0884 PF 0.71 310 311DQ 37.05 2.227 L 8.00 C=120 PT 24.15 (311) Q 154.79 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1467 PF 1.17 309 310DQ 37.94 2.227 L 8 00 C=120 PT 25.32 (310) Q 192.73 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.2200 PF 1.76 308 309DQ 39.23 2.227 L 8 00 C=120 PT 27.08 (309) Q 231.96 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3099 PF 2.48 307 308DQ 40.99 2.227 L 8 00 C=120 PT 29.56 (308) Q 272.95 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.4188 PF 3.35 306 307DQ 43.25 2.227 L 8 00 C=120 PT 32.91 (307) Q 316.20 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.5498 PF 4.40 305 306 2.227 L 8 00 C=120 PT 37.31 (306) Q 316.20 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.5498 PF 4.40 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 14 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 304 305 2.227 L 8.00 C=120 PT 41.71 (305) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 303 304 2.227 L 8.00 C=120 PT 46.11 (304) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 302 303 2.227 L 8.00 C=120 PT 50.51 (303) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 301 302 2.227 L 8.00 C=120 PT 54.91 (302) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 24 301 2.227 L 3.35 C=120 PT 59.31 (301) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5498 PF 1.84 14 24 2.227 L 1.38 C=120 PT 61.15 ( 24) Q 316.20 F=T,E F 21.00 PE 1.33 RN1 T 22.38 0.5498 PF 12.30 13 14DQ 1262.80 6.357 L 11.13 C=120 PT 74.78 ( 14) Q 1579.00 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0651 PF 0.72 PT 75.50 ( 13) 33 43 2.227 L 3.42 C=120 PT 29.64 ( 43) Q 62.85 F=T,T F 28.00 PE -1.48 RN2 T 31.42 0.0277 PF 0.87 217 33DQ 40.67 2.227 L 8.00 C=120 PT 29.03 ( 33) Q 103.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0697 PF 0.56 216 217DQ 41.01 2.227 L 8.00 C=120 PT 29.59 (217) Q 144.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1292 PF 1.03 215 216DQ 41.72 2.227 L 8.00 C=120 PT 30.62 (216) Q 186.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2065 PF 1.65 f SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 15 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 214 215DQ 42.83 2.227 L 8.00 C=120 PT 32.27 (215) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 213 214 2.227 L 8.00 C=120 PT 34.69 (214) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 212 213 2.227 L 8.00 C=120 PT 37.11 (213) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 211 212 2.227 L 8.00 C=120 PT 39.53 (212) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 210 211 2.227 L 8.00 C=120 PT 41.95 (211) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 209 210 2.227 L 8.00 C=120 PT 44.37 (210) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 208 209 2.227 L 8 00 C=120 PT 46.79 (209) Q 229.08 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3029 PF 2.42 207 208 2.227 L 8 00 C=120 PT 49.21 (208) Q 229.08 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3029 PF 2.42 206 207 2.227 L 8 00 C=120 PT 51.63 (207) Q 229.08 F=0 F 0 00 PE 0.00 BL1 T 8 00 0.3029 PF 2.42 205 206 2.227 L 8.00 C=120 PT 54.05 (206) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 204 205 2.227 L 8.00 C=120 PT 56.47 (205) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 • SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 16 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 203 204 2.227 L 8.00 C=120 PT 58.89 (204) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 202 203 2.227 L 8.00 C=120 PT 61.31 (203) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 201 202 2.227 L 8.00 C=120 PT 63.73 (202) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 23 201 2.227 L 3.35 C=120 PT 66.15 (201) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.3029 PF 1.01 13 23 2.227 L 1.50 C=120 PT 67.16 ( 23) Q 229.08 F=T,E F 21.00 PE 1.48 RN1 T 22.50 0.3029 PF 6.82 12 13DQ 1579.00 6.357 L 11.00 C=120 PT 75.46 ( 13) Q 1808.09 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0837 PF 0.92 PT 76.38 ( 12) 42 43 4.352 L 11.00 C=120 PT 29.64 ( 43) Q 609.26 F=0 F 0.00 PE 0.00 CM2 T 11.00 0.0708 PF 0.78 32 42DQ -408.00 2.227 L 3.13 C=120 PT 30.42 ( 42) Q 201.26 F=T,T F 28.00 PE -1.36 RN2 T 31.13 0.2383 PF 7.42 22 32 2.227 L 139.35 C=120 PT 36.48 ( 32) Q 201.26 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2383 PF 33.21 12 22 2.227 L 1.54 C=120 PT 69.69 ( 22) Q 201.26 F=T,E F 21.00 PE 1.36 RN1 T 22.54 0.2383 PF 5.37 11 12DQ 1808.09 6.357 L 10.92 C=120 PT 76.42 ( 12) Q 2009.34 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.1017 PF 1.11 PT 77.53 ( 11) SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 17 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42 4.352 L 10.92 C=120 PT 30.42 ( 42) Q 408.00 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0337 PF 0.37 31 41DQ -204.57 2.227 L 2.42 C=120 PT 30.79 ( 41) Q 203.43 F=T,T F 28.00 PE -1.05 RN2 T 30.42 0.2431 PF 7.40 21 31 2.227 L 139.35 C=120 PT 37.14 ( 31) Q 203.43 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2431 PF 33.88 11 21 2.227 L 1.50 C=120 PT 71.02 ( 21) Q 203.43 F=T,E F 21.00 PE 1.05 RN1 T 22.50 0.2431 PF 5.47 10 11DQ 2009.34 8.249 L 10.92 C=120 PT 77.54 ( 11) Q 2212.78 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.0342 PF 0.37 PT 77.91 ( 10) 40 41 4.352 L 10.92 C=120 PT 30.78 ( 41) Q 204.57 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0094 PF 0.10 30 40 2.227 L 1.67 C=120 PT 30.88 ( 40) Q 204.57 F=T,T F 28.00 PE -0.72 RN2 T 29.67 0.2456 PF 7.29 20 30 2.227 L 139.35 C=120 PT 37.45 ( 30) Q 204.57 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2456 PF 34.22 10 20 2.227 L 1.38 C=120 PT 71.67 ( 20) Q 204.57 F=T,E F 21.00 PE 0.72 RN1 T 22.38 0.2456 PF 5.50 9 10DQ 2212.78 8.249 L 44.46 C=120 PT 77.89 ( 10) Q 2417.35 F=E/E F 40.00 PE 0.00 FM T 84.46 0.0403 PF 3.40 8 9 Q 2417.35 8.249 L 25.58 C=120 PT 81.29 ( 9) F=T,GV,2EE F 63.00 PE 10.62 FM T 88.58 0.0403 PF 3.57 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 18 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 7 8 8.249 L 2.00 C=120 PT 95.48 ( 8) Q 2417.35 F=0 F 0.00 PE 0.00 FR T 2.00 0.0403 PF 0.08 6 7DQ 100.00 8.249 L 3.25 C=120 PT 95.56 ( 7) Q 2517.35 F=E F 20.00 PE 0.00 FR T 23.25 0.0434 PF 1.01 COMMENT: 100 GPM INSIDE HOSE ADDED AT NODE 7 ON RISER MANIFOLD. 5 6 8.249 L 0.01 C=120 PT 96.57 ( 6) Q 2517.35 F=0 F 0.00 PE 6.40 FR T 0.01 0.0434 PF 0.00 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.4 PSI LOSS AT 2500-2600 GPM. 4 5 8.265 L 2.75 C=140 PT 102.97 ( 5) Q 2517.35 F=0 F 0.00 PE 1.41 UN T 2.75 0.0323 PF 0.09 0 4 8.265 L 268.00 C=140 PT 104.47 ( 4) Q 2517.35 F=T,2GV,3E F 121.00 PE 0.00 UN T 389.00 0.0323 PF 12.56 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. PT 117.03 ( 0) HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE -WAREHOUSE SSU'S Job Number: TI -001 System No.: ONE Area: STUB UPS ON WAREHOUSE LINES Density: 0.39 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES STUB UPS T L 1.88 Pt 17.92 AREA=89,E=1.88 201-217,301- 34.71 1.049 EO 5.00 0.361 Pe 0.81 317,401-417 34.71 T 6.88 Pf 2.48 Total Pressure: 21.21 K -Line: 7.54 501-517,601- 34.20 1.049 617,701-717 34.20 T L 1.88 Pt 17.39 C=120, K=8.2, AREA=87.68 EO 5.00 0.351 Pe 0.81 E=1.88 T 6.88 Pf 2.42 Total Pressure: 20.62 K -Line: 7.53 218.318.418 T L 1.88 Pt 19.85 C=120, K=8.2, AREA=93.68 36.54 1.049 EO 5.00 0.397 Pe 0.81 E=1.88 36.54 T 6.88 Pf 2.73 Total Pressure: 23.39 K -Line: 7.55 518.618,718 35.99 1.049 35.99 9/25^97 T L 1.88 Pt 19.27 EO 5.00 0.386 Pe 0.81 T 6.88 Pf 2.66 Total Pressure: 22.73 K -Line: 7.55 C=120, K=8.2, AREA=92.29 E=1.88 Page 1 SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 ONE HEAD SHIFT TO THE WEST WAREHOUSE GRID AUXILIARY REMOTE AREA DESIGN DENSITY: .39 GPM / 5,600 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 2,444.83 GPM AT 100.27 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2844.8 GPM 131.39 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 214 41.73 34.71 7.54 30.63 215 40.68 34.71 7.54 29.11 216 40.02 34.71 7.54 28.17 217 39.66 34.71 7.54 27.67 306 42.18 34.71 7.54 31.29 307 39.91 34.71 7.54 28.02 308 38.14 34.71 7.54 25.59 309 36.82 34.71 7.54 23.85 310 35.91 34.71 7.54 22.68 311 35.33 34.71 7.54 21.96 312 35.03 34.71 7.54 21.59 313 34.92 34.71 7.54 21.45 314 34.91 34.71 7.54 21.44 315 34.93 34.71 7.54 21.47 316 35.08 34.71 7.54 21.65 317 35.44 34.71 7.54 22.09 406 42.02 34.71 7.54 31.05 407 39.75 34.71 7.54 27.79 408 37.97 34.71 7.54 25.36 409 36.65 34.71 7.54 23.62 410 35.72 34.71 7.54 22.45 411 35.14 34.71 7.54 21.73 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 412 34.84 34.71 7.54 21.35 413 34.72 34.71 7.54 21.21 414 34.71 34.71 7.54 21.19 415 34.73 34.71 7.54 21.22 416 34.87 34.71 7.54 21.39 417 35.22 34.71 7.54 21.82 506 41.92 34.20 7.53 30.99 507 39.66 34.20 7.53 27.73 508 37.88 34.20 7.53 25.31 509 36.56 34.20 7.53 23.57 510 35.64 34.20 7.53 22.40 511 35.06 34.20 7.53 21.68 512 34.75 34.20 7.53 21.30 513 34.64 34.20 7.53 21.16 514 34.62 34.20 7.53 21.14 515 34.64 34.20 7.53 21.17 516 34.78 34.20 7.53 21.34 517 35.13 34.20 7.53 21.76 606 41.95 34.20 7.53 31.04 607 39.69 34.20 7.53 27.78 608 37.92 34.20 7.53 25.35 609 36.59 34.20 7.53 23.62 610 35.67 34.20 7.53 22.44 611 35.10 34.20 7.53 21.72 612 34.79 34.20 7.53 21.34 613 34.67 34.20 7.53 21.20 614 34.66 34.20 7.53 21.19 615 34.68 34.20 7.53 21.22 616 34.82 34.20 7.53 21.39 617 35.17 34.20 7.53 21.81 706 42.03 34.20 7.53 31.16 707 39.77 34.20 7.53 27.89 708 38.00 34.20 7.53 25.46 709 36.68 34.20 7.53 23.73 710 35.76 34.20 7.53 22.55 711 35.18 34.20 7.53 21.83 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 712 34.88 34.20 7.53 21.45 713 34.76 34.20 7.53 21.31 714 34.75 34.20 7.53 21.30 715 34.78 34.20 7.53 21.33 716 34.92 34.20 7.53 21.50 717 35.27 34.20 7.53 21.94 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2344.83 GPM 100.00 GPM 400.00 GPM 2844.83 GPM 108.68 PSI 0.00 PSI 25.67 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 4 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 715 714 20.57 8.00 0.0 2.227 BL1 0.004 0.00 21.33 21.30 716 715 55.34 8.00 0.0 2.227 BL1 0.022 0.00 21.51 21.33 717 716 90.26 8.00 0.0 2.227 BL1 0.054 0.00 21.94 21.51 38 717 125.53 8.00 0.0 2.227 BL1 0.100 0.00 22.74 21.94 48 38 125.53 1.54 28.0 2.227 RN2 0.100 0.67 26.35 22.74 47 48 125.53 10.96 0.0 4.352 CM2 0.004 0.00 26.39 26.35 713 714 14.18 8.00 0.0 2.227 BL1 0.002 0.00 21.31 21.30 712 713 48.95 8.00 0.0 2.227 BL1 0.017 0.00 21.45 21.31 711 712 83.83 8.00 0.0 2.227 BL1 0.047 0.00 21.83 21.45 710 711 119.01 8.00 0.0 2.227 BL1 0.090 0.00 22.55 21.83 709 710 154.77 8.00 0.0 2.227 BL1 0.147 0.00 23.72 22.55 708 709 191.45 8.00 0.0 2.227 BL1 0.217 0.00 25.46 23.72 707 708 229.44 8.00 0.0 2.227 BL1 0.304 0.00 27.89 25.46 706 707 269.21 8.00 0.0 2.227 BL1 0.408 0.00 31.16 27.89 705 706 311.24 8.00 0.0 2.227 BL1 0.534 0.00 35.43 31.16 704 705 311.24 8.00 0.0 2.227 BL1 0.534 0.00 39.70 35.43 703 704 311.24 8.00 0.0 2.227 BL1 0.534 0.00 43.97 39.70 702 703 311.24 8.00 0.0 2.227 BL1 0.534 0.00 48.24 43.97 701 702 311.24 8.00 0.0 2.227 BL1 0.534 0.00 52.51 48.24 28 701 311.24 3.35 0.0 2.227 BL1 0.534 0.00 54.30 52.51 18 28 311.24 1.38 21.0 2.227 RN1 0.534 0.67 66.92 54.30 17 18 311.24 10.96 0.0 6.357 CM1 0.003 0.00 66.96 66.92 615 614 20.15 8.00 0.0 2.227 BL1 0 003 0.00 21.22 21.19 616 615 54.83 8.00 0.0 2.227 BL1 0 022 0.00 21.39 21.22 617 616 89.65 8.00 0.0 2.227 BL1 0 053 0.00 21.82 21.39 37 617 124.82 8.00 0.0 2.227 BL1 0 098 0.00 22.61 21.82 47 37 124.82 1.92 28.0 2.227 RN2 0 098 0.83 26.39 22.61 46 47 250.35 10.96 0.0 4.352 CM2 0 014 0.00 26.54 26.39 613 614 14.52 8.00 0.0 2.227 BL1 0.002 0.00 21.20 21.19 612 613 49.19 8.00 0.0 2.227 BL1 0.018 0.00 21.34 21.20 611 612 83.98 8.00 0.0 2.227 BL1 0.047 0.00 21.72 21.34 610 611 119.07 8.00 0.0 2.227 BL1 0.090 0.00 22.44 21.72 609 610 154.75 8.00 0.0 2.227 BL1 0.147 0.00 23.61 22.44 608 609 191.34 8.00 0.0 2.227 BL1 0.217 0.00 25.35 23.61 607 608 229.25 8.00 0.0 2.227 BL1 0.303 0.00 27.78 25.35 606 607 268.94 8.00 0.0 2.227 BL1 0.407 0.00 31.04 27.78 605 606 310.89 8.00 0.0 2.227 BL1 0.533 0.00 35.30 31.04 604 605 310.89 8.00 0.0 2.227 BL1 0.533 0.00 39.56 35.30 603 604 310.89 8.00 0.0 2.227 BL1 0.533 0.00 43.82 39.56 602 603 310.89 8.00 0.0 2.227 BL1 0.533 0.00 48.08 43.82 601 602 310.89 8.00 0.0 2.227 BL1 0.533 0.00 52.34 48.08 27 601 310.89 3.35 0.0 2.227 BL1 0.533 0.00 54.12 52.34 17 27 310.89 1.50 21.0 2.227 RN1 0.533 0.83 66.94 54.12 16 17 622.14 10.96 0.0 6.357 CM1 0.012 0.00 67.07 66.94 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 FROM TO FLOW LENGTH FITTING 515 514 19.95 8.00 0.0 516 515 54.59 8.00 0.0 517 516 89.38 8.00 0.0 36 517 124.51 8.00 0.0 46 36 124.51 2.33 28.0 45 46 374.86 11.00 0.0 513 514 14.68 8.00 0.0 512 513 49.31 8.00 0.0 511 512 84.06 8.00 0.0 510 511 119.12 8.00 0.0 509 510 154.76 8.00 0.0 508 509 191.32 8.00 0.0 507 508 229.20 8.00 0.0 506 507 268.86 8.00 0.0 505 506 310.78 8.00 0.0 504 505 310.78 8.00 0.0 503 504 310.78 8.00 0.0 502 503 310.78 8.00 0.0 501 502 310.78 8.00 0.0 26 501 310.78 3.35 0.0 16 26 310.78 1.54 21.0 15 16 932.91 11.00 0.0 415 414 20.31 8.00 0.0 416 415 55.04 8.00 0.0 417 416 89.92 8.00 0.0 35 417 125.14 8.00 0.0 45 35 125.14 2.75 28.0 44 45 500.00 11.13 0.0 413 414 14.40 8.00 0.0 412 413 49.12 8.00 0.0 411 412 83.96 8.00 0.0 410 411 119.10 8.00 0.0 409 410 154.82 8.00 0.0 408 409 191.47 8.00 0.0 407 408 229.44 8.00 0.0 406 407 269.19 8.00 0.0 405 406 311.21 8.00 0.0 404 405 311.21 8.00 0.0 403 404 311.21 8.00 0.0 402 403 311.21 8.00 0.0 401 402 311.21 8.00 0.0 25 401 311.21 3.35 0.0 15 25 311.21 1.42 21.0 14 15 1244.12 11.13 0.0 DIAM TYPE PSI/Ft S -LOSS PRESSURES 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 0.003 0.00 21.17 21.14 0.021 0.00 21.34 21.17 0.053 0.00 21.76 21.34 0.098 0.00 22.54 21.76 0.098 1.01 26.52 22.54 0.029 0.00 26.84 26.52 0.002 0.00 21.16 21.14 0.018 0.00 21.30 21.16 0.047 0.00 21.68 21.30 0.090 0.00 22.40 21.68 O .147 0.00 23.57 22.40 0.217 0.00 25.31 23.57 0.303 0.00 27.74 25.31 0.407 0.00 31.00 27.74 0.533 0.00 35.26 31.00 0.533 0.00 39.52 35.26 0.533 0.00 43.78 39.52 0.533 0.00 48.04 43.78 0.533 0.00 52.30 48.04 O .533 0.00 54.08 52.30 0.533 1.01 67.09 54.08 0.025 0.00 67.36 67.09 0.003 0.00 21.22 21.19 0.022 0.00 21.39 21.22 0.054 0.00 21.82 21.39 0.099 0.00 22.61 21.82 0.099 1.19 26.84 22.61 0.049 0.00 27.39 26.84 0.002 0.00 21.20 21.19 0.018 0.00 21.34 21.20 0.047 0.00 21.72 21.34 0.090 0.00 22.44 21.72 0.147 0.00 23.61 22.44 0.217 0.00 25.35 23.61 O .304 0.00 27.78 25.35 O .408 0.00 31.05 27.78 0.534 0.00 35.32 31.05 0.534 0.00 39.59 35.32 0.534 0.00 43.86 39.59 0.534 0.00 48.13 43.86 0.534 0.00 52.40 48.13 0.534 0.00 54.19 52.40 0.534 1.19 67.35 54.19 O .042 0.00 67.82 67.35 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 FROM TO FLOW LENGTH FITTING 315 314 316 315 317 316 34 317 44 34 43 44 21.45 56.38 91.47 126.90 126.90 626.90 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.08 28.0 11.13 0.0 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13 314 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13.46 48.38 83.41 118.75 154.65 191.48 229.62 269.53 311.71 311.71 311.71 311.71 311.71 311.71 311.71 1555.83 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.38 21.0 11.13 0.0 33 217 216 215 214 213 212 211 210 209 208 207 206 205 204 203 202 201 23 13 12 43 57.66 33 57.66 217 97.32 216 137.34 215 178.02 214 219.76 213 219.76 212 219.76 211 219.76 210 219.76 209 219.76 208 219.76 207 219.76 206 219.76 205 219.76 204 219.76 203 219.76 202 219.76 201 219.76 23 219.76 13 1775.59 3.42 28.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.50 21.0 11.00 0.0 42 43 569.24 11.00 0.0 DIAM TYPE PSI/Ft S -LOSS PRESSURES 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 RN2 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 0.004 0.00 21.47 21.44 0.023 0.00 21.65 21.47 O .055 0.00 22.09 21.65 O .102 0.00 22.90 22.09 0.102 1.33 27.39 22.90 0.075 0.00 28.22 27.39 O .002 0.00 21.45 21.44 0.017 0.00 21.59 21.45 O .047 0.00 21.96 21.59 0.090 0.00 22.68 21.96 0.146 0.00 23.85 22.68 O .217 0.00 25.59 23.85 0.304 0.00 28.02 25.59 0.409 0.00 31.29 28.02 0.535 0.00 35.57 31.29 0.535 0.00 39.85 35.57 0.535 0.00 44.13 39.85 0.535 0.00 48.41 44.13 0.535 0.00 52.69 48.41 0.535 0.00 54.48 52.69 O .535 1.33 67.79 54.48 0.063 0.00 68.50 67.79 0.024 -1.48 27.49 28.23 O .024 0.00 27.68 27.49 0.062 0.00 28.18 27.68 0.117 0.00 29.12 28.18 0.190 0.00 30.64 29.12 0.280 0.00 32.88 30.64 0.280 0.00 35.12 32.88 0.280 0.00 37.36 35.12 O .280 0.00 39.60 37.36 0.280 0.00 41.84 39.60 0.280 0.00 44.08 41.84 O .280 0.00 46.32 44.08 O .280 0.00 48.56 46.32 O .280 0.00 50.80 48.56 0.280 0.00 53.04 50.80 0.280 0.00 55.28 53.04 O .280 0.00 57.52 55.28 0.280 0.00 59.76 57.52 O .280 0.00 60.70 59.76 0.280 1.48 68.49 60.70 O .081 0.00 69.38 68.49 4.352 CM2 0.063 0.00 28.92 28.23 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 FROM TO FLOW 32 42 187.88 22 32 187.88 12 22 187.88 11 12 1963.46 LENGTH FITTING DIAM TYPE 3.13 28.0 2.227 RN2 139.35 0.0 2.227 BL1 1.54 21.0 2.227 RN1 10.92 0.0 6.357 CM1 41 42 381.37 31 41 190.12 21 31 190.12 11 21 190.12 10 11 2153.58 10.92 2.42 139.35 1.50 10.92 40 41 191.25 30 40 191.25 20 30 191.25 10 20 191.25 9 10 2344.83 8 9 2344.83 7 8 2344.83 6 7 2444.83 10.92 1.67 139.35 1.38 44.46 25.58 2.00 3.25 O .0 28.0 0.0 21.0 O .0 0.0 28.0 0.0 21.0 40.0 63.0 O .0 20.0 HOSE 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 CM1 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 FM 8.249 FM 8.249 FR 8.249 FR PSI/Ft S -LOSS PRESSURES 0.210 -1.36 34.09 28.92 0.210 0.00 63.34 34.09 0.210 1.36 69.43 63.34 0.097 0.00 70.49 69.43 0.030 0.00 29.24 34.72 64.61 70.49 70.84 0.214 -1.05 0.214 0.00 0.214 1.05 0.032 0.00 0.008 0.00 O .217 -0.72 O .217 0.00 O .217 0.72 O .038 0.00 0.03E 10.62 0.038 0.00 0.041 0.00 29.33 35.05 65.28 70.85 74.07 88.06 88.14 89.10 28.91 29.24 34.72 64.61 70.49 29.24 29.33 35.05 65.28 70.85 74.07 88.06 88.14 COMMENT: 100 GPM INSIDE ADDED AT NODE 7 ON RISER MANIFOLD. 5 6 2444.83 0.01 0.0 8.249 FR 0.041 6.20 95.30 89.10 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.2 PSI LOSS AT 2400-2500 GPM 4 5 2444.83 2.75 0.0 8.265 UN 0.031 1.41 96.79 95.30 0 4 2444.83 268.00 121.0 8.265 UN 0.031 0.00 108.69 96.79 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 2ND FLOOR OFFICE-SSP'S AUXILIARY REMOTE AREA DESIGN DENSITY: .15 GPM / 1,500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 493.72 GPM AT 102.76 PSI AUXILIARY SUBMITTAL SHEPARD AMBULANCE SYSTEM ONE -WET .15 GPM / 1,500 SF. FILE NAME: 1001WT2P SERIAL NO:2244HY1 SFS JOB NUMBER: T1-001 2ND FLOOR OFFICE: SSP'S BELOW CEILING PER CITY OF TUKWILA. 09-25-1997 PAGE 1 SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 643.7 GPM 148.81 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 22.69 18.53 5.62 16.30 202 20.94 18.53 5.62 13.88 203 20.40 19.50 5.62 13.17 204 19.50 19.50 5.62 12.04 205 18.76 16.80 5.62 11.14 206 18.55 14.87 5.62 10.90 207 18.51 16.50 5.62 10.85 208 24.16 18.00 5.62 18.47 209 22.41 18.00 5.62 15.90 210 21.62 14.87 5.62 14.80 211 21.09 19.50 5.62 14.08 212 20.81 18.00 5.62 13.71 213 20.63 18.00 5.62 13.47 214 26.23 18.00 5.62 21.78 215 24.90 18.00 5.62 19.63 216 24.49 16.20 5.62 18.98 217 24.20 16.20 5.62 18.54 218 23.85 19.50 5.62 18.00 SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 50 OUTFLOWS AT 240 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 254 TO 264 393.72 GPM 50.00 GPM 50.00 GPM 150.00 GPM 643.72 GPM 104.79 PSI 0.00 PSI 18.55 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 224 204 19.50 3.29 7.0 1.049 AO 0.124 -1.12 12.20 12.04 238 218 23.85 7.87 7.0 1.049 AO 0.180 -1.88 18.80 18.00 237 238 23.85 3.00 0.0 1.752 BN1 0.015 0.00 18.84 18.80 237 217 24.20 4.79 7.0 1.049 AO 0.185 -1.88 18.84 18.54 236 237 48.05 9.00 0.0 1.752 BN1 0.054 0.00 19.33 18.84 236 216 24.49 4.79 7.0 1.049 AO 0.189 -1.88 19.33 18.98 235 236 72.53 8.00 0.0 1.752 BN1 0.116 0.00 20.26 19.33 235 215 24.90 5.88 7.0 1.049 AO 0.195 -1.88 20.26 19.63 234 235 97.43 12.00 0.0 1.752 BN1 0.200 0.00 22.66 20.26 234 214 26.23 5.88 7.0 1.049 AO 0.215 -1.88 22.67 21.78 262 234 123.66 81.08 12.0 1.752 BN1 0.311 0.00 51.66 22.67 252 262 123.66 3.58 24.0 1.752 NR1 0.311 1.55 61.80 51.66 233 213 20.63 5.21 7.0 1.049 AO 0.138 -1.59 13.56 13.47 232 233 20.63 10.00 0.0 1.752 BN1 0.011 0.00 13.67 13.56 232 212 20.81 4.13 7.0 1.049 AO 0.140 -1.59 13.68 13.71 231 232 41.43 10.00 0.0 1.752 BN1 0.041 0.00 14.09 13.68 231 211 21.09 4.13 7.0 1.049 AO 0.144 -1.59 14.09 14.08 230 231 62.52 9.00 0.0 1.752 BN1 0.088 0.00 14.88 14.09 230 210 21.62 4.13 7.0 1.049 AO 0.150 -1.59 14.88 14.80 229 230 84.14 8.00 0.0 1.752 BN1 0.153 0.00 16.10 14.88 229 209 22.41 4.13 7.0 1.049 AO 0.161 -1.59 16.10 15.90 228 229 106.55 12.00 0.0 1.752 BN1 0.236 0.00 18.94 16.10 228 208 24.16 4.13 7.0 1.049 AO 0.184 -1.59 18.93 18.47 263 228 130.71 80.00 12.0 1.752 BN1 0.345 0.00 50.67 18.93 253 263 130.71 2.92 24.0 1.752 NR1 0.345 1.27 61.23 50.67 227 207 18.51 3.58 7.0 1.049 AO 0.113 -1.12 10.92 10.85 226 227 18.51 6.00 0.0 1.752 BN1 0.009 0.00 10.98 10.92 226 206 18.55 3.58 7.0 1.049 AO 0.113 -1.12 10.98 10.90 225 226 37.07 8.00 0.0 1.752 BN1 0.034 0.00 11.25 10.98 225 205 18.76 3.58 7.0 1.049 AO 0.116 -1.12 11.24 11.14 224 225 55.83 1.29 12.0 1.752 BN1 0.072 0.00 12.19 11.24 223 224 75.33 10.00 0.0 1.752 BN1 0.124 0.00 13.43 12.19 223 203 20.40 3.29 7.0 1.049 AO 0.135 -1.12 13.44 13.17 • AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P 09-25-1997 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE 222 223 95.72 4.00 0.0 1.752 BN1 222 202 20.94 3.29 7.0 1.049 AO 221 222 116.66 9.50 0.0 1.752 BN1 221 201 22.69 264 221 139.35 254 264 139.35 3.29 7.0 85.83 0.0 1.83 24.0 41 40 382.76 42 41 324.25 43 42 267.87 50 43 212.98 44 50 262.98 COMMENT: 50 GPM 45 44 209.31 46 45 156.53 47 46 104.24 48 47 52.12 38 48 52.12 28 38 52.12 18 28 52.12 17 18 52.12 10.92 10.92 11.00 3.00 8.13 INSIDE 11.13 11.00 10.00 10.00 1.54 139.35 1.38 10.00 1.049 AO 1.752 BN1 1.752 NR1 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 HOSE ADDED AT NODE 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 0.0 4.352 CM2 28.0 2.227 RN2 0.0 2.227 BL1 21.0 2.227 RN1 0.0 6.357 CM1 37 47 52.12 1.92 28.0 27 37 52.12 139.35 0.0 17 27 52.12 1.50 21.0 16 17 104.24 10.00 0.0 36 46 52.29 2.33 28.0 26 36 52.29 139.35 0.0 16 26 52.29 1.54 21.0 15 16 156.53 11.00 0.0 35 45 52.78 2.75 28.0 25 35 52.78 139.35 0.0 15 25 52.78 1.42 21.0 14 15 209.31 11.13 0.0 34 44 53.67 3.08 28.0 24 34 53.67 139.35 0.0 14 24 53.67 1.38 21.0 13 14 262.98 11.13 0.0 33 43 54.88 3.42 28.0 23 33 54.88 139.35 0.0 13 23 54.88 1.50 21.0 12 13 317.87 11.00 0.0 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 PSI/Ft S -LOSS PRESSURES 0.194 0.00 14.22 13.44 0.142 -1.12 14.22 13.88 0.280 0.00 16.88 14.22 0.164 -1.12 0.388 0.00 0.388 0.79 0.030 0.00 0.022 0.00 0.015 0.00 0.010 0.00 0.015 0.00 16.87 50.21 61.03 82.25 82.49 82.66 82.69 82.81 50 ON CROSS MAIN. 0.010 0.006 0.003 0.001 0.020 0.020 0.020 0.000 0.00 O .00 O .00 0.00 -0.67 O .00 0.67 0.00 0.020 -0.83 0.020 0.00 0.020 0.83 0.000 0.00 0.020 0.020 0.020 0.001 0.020 0.020 0.020 0.002 0.021 0.021 0.021 0.002 0.022 0.022 O .022 O .003 - 1.01 0.00 1.01 0.00 - 1.19 O .00 1.19 0.00 - 1.33 O .00 1.33 0.00 - 1.48 0.00 1.48 0.00 82.92 82.98 83.01 83.02 82.93 85.66 86.77 86.77 82.77 85.50 86.77 86.77 82.57 85.32 86.77 86.78 82.34 85.13 86.77 86.79 82.12 85.00 86.79 86.82 81.85 84.85 86.81 86.85 16.30 16.87 50.21 81.92 82.25 82.49 82.66 82.69 82.81 82.92 82.98 83.01 83.02 82.93 85.66 86.77 83.01 82.77 85.50 86.77 82.98 82.57 85.32 86.77 82.92 82.34 85.13 86.77 82.81 82.12 85.00 86.79 82.65 81.85 84.85 86.81 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 5 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 32 42 56.39 3.13 28.0 2.227 RN2 0.023 -1.36 81.82 82.48 22 32 56.39 139.35 0.0 2.227 BL1 0.023 0.00 84.97 81.82 12 22 56.39 1.54 21.0 2.227 RN1 0.023 1.36 86.84 84.97 11 12 374.25 10.92 0.0 6.357 CM1 0.004 0.00 86.89 86.84 31 41 58.51 2.42 28.0 2.227 RN2 0.024 -1.05 81.93 82.24 21 31 58.51 139.35 0.0 2.227 BL1 0.024 0.00 85.30 81.93 11 21 58.51 1.50 21.0 2.227 RN1 0.024 1.05 86.89 85.30 10 11 432.76 10.92 0.0 8.249 CM1 0.002 0.00 86.91 86.89 30 40 60.96 1.67 28.0 2.227 RN2 0.026 -0.72 81.98 81.92 20 30 60.96 139.35 0.0 2.227 BL1 0.026 0.00 85.63 81.98 10 20 60.96 1.38 21.0 2.227 RN1 0.026 0.72 86.94 85.63 253 254 139.35 12.00 0.0 3.352 FM2 0.016 0.00 61.23 61.03 252 253 270.06 10.00 0.0 3.352 FM2 0.056 0.00 61.79 61.23 240 252 393.72 31.00 0.0 3.352 FM2 0.113 0.00 65.28 61.79 40 240 443.72 68.42 50.0 3.352 FM2 0.140 0.00 81.92 65.28 COMMENT: 50 GPM INSIDE HOSE ADDED AT NODE 240 ON CROSS MAIN. 9 10 493.72 44.46 40.0 8.249 FM 0.002 0.00 87.10 86.92 8 9 493.72 25.58 63.0 8.249 FM 0.002 10.62 97.91 87.10 7 8 493.72 2.00 0.0 8.249 FR 0.002 0.00 97.91 97.91 6 7 493.72 3.25 20.0 8.249 FR 0.002 0.00 97.96 97.91 5 6 493.72 0.01 0.0 8.249 FR 0.002 4.80 102.76 97.96 COMMENT: 8" FEBCO MODEL 876 DCDA. 4.8 PSI LOSS AT 400-500 GPM. 4 5 493.72 2.75 0.0 8.265 UN 0.002 1.41 104.17 102.76 0 4 493.72 268.00 121.0 8.265 UN 0.002 0.00 104.79 104.17 COMMENT: 150 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION., sfs SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: TWO HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP / OFFICE HAZARD CLASS PER NFPA 13 : EXTRA HAZARD -GROUP 1. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .245 GPM OVER THE MOST HYDRAULICALLY REMOTE 3850 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 100 GPM TWO CONNECTIONS TO MAIN PIPING. OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: 150 GPM NA GPM CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 130 G 8.2 SQUARE FEET TEMPERATURE: ORIFICE SIZE: 165 ° F 17/32" 300 WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE 1989 SCOTT WEBSTER OF WSRB. GATEWAY DRIVE BASE OF RISER DEMAND 1446.22 GPM REQUIRED AT 114.89 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 1846.22 GPM REQUIRED AT 119.69 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP w 0 H W gmakrajA 0 U) w cc 0 0 ire MUM, o_ a 0 t, .I*yl,1ul\i O SHEET OF 1 Il.:::■.:■ i.::I J::::: ■ ::i:i::l■■:: 1 ■ I.l.il...! le.-_ a...il...11i...l.ii..i.` ...■ . ■. ■.■ ■ .■ ■■ tr......■ ■.... . . ■.■ ill 1 rm.'s' 111.1 l..il; ■......I1....■ Ili Ili ..llil■Cll :lil■Ill hulllllll:li ul ;.1.I::uii;..• ..ii:::!l:!::i::iiiniilil!ii� 1111111111i - iiliiuuiiiluiliiiiiiil ■/iaul.a.u.i.al.iuua■... aii■■iiiiiiiiiii■■iiiii■...................■r,.......■ 1111 .im riiiiiii..■■.■.■....■■...i.■..■...........11......■. onoUMiiiiiia.i■i.■i■iiiiiiii■iiii■a.iiiii■iiii/iiii.iii 1111 MOO ...■...........■.....■■.■.■■■■..■■■......i..■..... 1111 MU �' �l =• �= SOSOs� � � N � _ MONNOMMONOMMONOMONN_ 1.a.u..11ono Inn 11111 iiiii ...i....................a................r........... 1111 W 7 ::::: i:iiiiu.:i.i:iui:uil::i::ui:ii:i:iiiaiiiiiuuuiu ilii a °C ••••. iii ... iuu:n::::iiunniNNOM i:iuiii::n iuiii ilii FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly,8 in 8 6 Headloss (psi) 4 2 0 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. 800 Data Points: rfps . 0 :I:6- 1.3 ; 1.9 2.6 I 3.2 - i 3.8- 14.5 15.1- f5.'7 1-6.4 17 1-T7 -8.3 181.-9-- 9.6 gpm . 0 1-1D-0 : 200 300 1 4D-0 500 1-100 70D 1800 1 -9 -OD 1--1a00 -llTJOm2UOjT3Otrj1400 . 1500 _ psi -4.2 15.6 : 5.4 5.1 : 4.8 4.7 4.5 ;44 14.3 - 143 , 4.3 14.3 1-43 4.3- HI44 H 4.5 , 1 fps 102 flIOT9 T11.5 12.1 ' 12.8 f 13.4 14 14.7 115.3 j 16 166 1772 1-1791 gpm-----I-11600 1170D 1800-1 1900 , 200-0 12100 2200 1 2300 12400 11-2500 2600 -270-0 1-2800 1 , ; i 1 , psi 14.6 77- -1-4.8 570 5-2 5.3 5-.5- 15.8 6.0 62 6.4 61.7 -16.9 -1 F1c1niFEBCOVve SetteF1M-o el-# 611 1 0 '700 . '400 61-1(1 '14fin 16C(1 1 ROO ',non '72 -Inn li,trn t5aiii-1 inn() : 190n gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. 800 Data Points: rfps . 0 :I:6- 1.3 ; 1.9 2.6 I 3.2 - i 3.8- 14.5 15.1- f5.'7 1-6.4 17 1-T7 -8.3 181.-9-- 9.6 gpm . 0 1-1D-0 : 200 300 1 4D-0 500 1-100 70D 1800 1 -9 -OD 1--1a00 -llTJOm2UOjT3Otrj1400 . 1500 _ psi -4.2 15.6 : 5.4 5.1 : 4.8 4.7 4.5 ;44 14.3 - 143 , 4.3 14.3 1-43 4.3- HI44 H 4.5 , 1 fps 102 flIOT9 T11.5 12.1 ' 12.8 f 13.4 14 14.7 115.3 j 16 166 1772 1-1791 gpm-----I-11600 1170D 1800-1 1900 , 200-0 12100 2200 1 2300 12400 11-2500 2600 -270-0 1-2800 1 , ; i 1 , psi 14.6 77- -1-4.8 570 5-2 5.3 5-.5- 15.8 6.0 62 6.4 61.7 -16.9 -1 F1c1niFEBCOVve SetteF1M-o el-# 611 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS DROP 1 81 121 DROP 2 BL 121,122,123 E,T L 3.33 Pt 15.09 AREA=130 31.85 1.049 EQ 7.00 0.308 Pe 0.57 31.85 T 10.33 Pf 3.18 Total Pressure: 18.84 K -Line: 7.34 T L 1.33 Pt 12.44 C=120,E=1.33,AREA=118.06 28.92 1.049 EQ 5.00 0.258 Pe 0.57 28.92 T 6.33 Pf 1.63 Total Pressure: 14.65 K -Line: 7.56 T L 1.33 Pt 13.47 C=120,E=1.33,AREA=122.85 DROP3 30.10 1.049 EQ 5.00 0.277 Pe 0.57 81121 30.10 T 6.33 Pf 1.75 Total Pressure: 15.80 K -Line: 7.57 T L 1.33 Pt 14.95 C=120,E=1.33,AREA=129.42 DROP4 31.71 1.049 EQ 5.00 0.305 Pe 0.57 81 122 31.71 T 6.33 Pf 1.93 Total Pressure: 17.46 K -Line: 7.59 T L 2.33 Pt 15.09 C=120,E=1.33,AREA=130 DROP5 31.85 1.049 EQ 5.00 0.308 Pe 0.57 81 123 31.85 T 7.33 Pf 2.26 Total Pressure: 17.92 K -Line: 7.52 E,T L 3.13 Pt 15.09 C=120,E=1.33,AREA=130 DROP6 31.85 1.049 EQ 7.00 0.308 Pe 0.57 BL123 31.85 T 10.13 Pf 3.12 Total Pressure: 18.78 K -Line: 7.35 E,T L 3.13 Pt 13.56 C=120,E=1.33,AREA=123.25 DROP 7 30.20 1.049 EQ 7.00 0.279 Pe 0.57 BL123 30.20 T 10.13 Pf 2.83 Total Pressure: 16.96 K -Line: 7.33 T L 1.33 Pt 14.51 C=120,E=1.33,AREA=127.5 DROP8 31.24 1.049 EQ 5.00 0.297 Pe 0.57 BL 124 31.24 T 6.33 Pf 1.88 Total Pressure: 16.97 K -Line: 7.58 T L 1.33 Pt 11.79 C=120,E=1.33,AREA=114.9 DROP9 28.15 1.049 EQ 5 .00 0.245 Pe 0.57 BL 124 28.15 T 6.33 Pf 1.55 Total Pressure: 13.91 K -Line: 7.55 T L 1.33 Pt 9.15 C=120,E=1.33,AREA=101.25 DROP 10 24.81 1.049 EQ 5.00 0.194 Pe 0.57 BL 125 24.81 T 6.33 Pf 1.23 Total Pressure: 10/15/97 10.95 K -Line: 7.50 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 121 L 11.33 Pt 18.84 DROP 1 SSP -1 31.85 2.227 EQ 0.00 0.008 Pe 0.00 31.85 T 11.33 Pf 0.09 L 11.33 Pt 18.93 DROP 2 SSP -2 32.88 2.227 EQ 0.00 0.029 Pe 0.00 64.73 T 11.33 Pf 0.33 L 11.33 Pt 19.26 DROP 2 SSP -3 33.17 2.227 EQ 0.00 0.063 Pe 0.00 97.90 T 11.33 Pf 0.71 L 11.33 Pt 19.98 DROP 2 SSP -4 33.78 2.227 EQ 0.00 0.109 Pe 0.00 131.68 T 11.33 Pf 1.24 L 11.79 Pt 21.21 DROP 3 SSP -5 34.87 2.227 EQ 0.00 0.169 Pe 0.00 166.56 T 11.79 Pf 1.99 L 11.33 Pt 23.20 DROP 2 SSP -6 36.40 2.227 EQ 0.00 0.243 Pe 0.00 202.96 T 11.33 Pf 2.75 E,T L 42.75 Pt 25.95 DROP 3,E=2.75 SSP -7 TO 38.57 2.227 EQ 21.57 0.335 Pe 1.19 BOT.OFRN 241.53 T 64.32 Pf 21.56 Total Pressure: 48.70 K -Line: 34.61 Max Velocity: 19.9 ft/s BL 122 L 11.33 Pt 14.65 DROP 2 SSP -1 28.92 2.227 EQ 0.00 0.007 Pe 0.00 28.92 T 11.33 Pf 0.07 L 11.33 Pt 14.72 DROP 2 SSP -2 29.00 2.227 EQ 0.00 0.024 Pe 0.00 57.92 T 11.33 Pf 0.27 L 9.17 Pt 14.99 DROP 2 SSP -3 29.26 2.227 EQ 0.00 0.051 Pe 0.00 87.19 T 9.17 Pf 0.47 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 15.46 PRESSURE OF 17.46 PSI AT SSP -4. ADJUSTED FLOW 92.65 L 12.42 Pt 17.46 DROP 4 SSP -4 31.71 2.227 EQ 0.00 0.098 Pe 0.00 124.36 T 12.42 Pf 1.22 L 12.42 Pt 18.68 DROP 4 SSP -5 32.80 2.227 EQ 0.00 0.151 Pe 0.00 157.16 T 12.42 Pf 1.88 L 11.33 Pt 20.56 DROP 4 SSP -6 34.41 2.227 EQ 0.00 0.218 Pe 0.00 191.57 T 11.33 Pf 2.47 E,T L 54.00 Pt 23.03 DROP 2,E=2.75 SSP -7 TO 36.27 2.227 EQ 21.57 0.301 Pe 1.19 BOT.OFRN 227.84 T 75.57 Pf 22.74 Total Pressure: 46.96 10/15/97 K -Line: 33.25 Max Velocity: 18.8 ftls Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number. T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 123 L 6.42 Pt 17.92 DROP 5 SSP -1 31.85 2.227 EQ 0.00 0.000 Pe 0.00 31.85 T 6.42 Pf 0.05 L 11.33 Pt 17.97 DROP 2 SSP -2 32.04 2.227 EQ 0.00 0.029 Pe 0.00 63.89 T 11.33 Pf 0.32 L 11.33 Pt 18.29 DROP 2 SSP -3 32.32 2.227 EQ 0.00 0.061 Pe 0.00 96.21 T 11.33 Pf 0.69 L 11.33 Pt 18.98 DROP 2 SSP -4 32.93 2.227 EQ 0.00 0.105 Pe 0.00 129.14 T 11.33 Pf 1.19 L 10.25 Pt 20.18 DROP 2 SSP -5 33.95 2.227 EQ 0.00 0.162 Pe 0.00 163.09 T 10.25 Pf 1.66 L 9.00 Pt 21.84 DROP 6 SSP 6 34.35 2.227 EQ 0.00 0.231 Pe 0.00 197.43 T 9.00 Pf 2.08 L 11.33 Pt 23.92 DROP 6 SSP -7 35.94 2.227 EQ 0.315 pe 0.00 233.38 T 11.330.00 Pf 3.56 E,T L 48.92 Pt 27.48 DROP 7,E=2.75 SSP-8TO 38.44 2.227 EQ 21.57 0.417 Pe 1.19 BOT.OFRN 271.81 T 70.49 Pf 29.40 Total Pressure: 58.07 10/15/97 K -Line: 35.67 Max Velocity: 22.4 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 124 L 8.50 Pt 16.97 DROP 8 SSP -1 31.24 2.227 EQ 0.00 0.008 Pe 0.00 31.24 T 8.50 Pf 0.06 L 8.50 Pt 17.03 DROP 8 SSP -2 31.30 2.227 EQ 0.00 0.028 Pe 0.00 62.53 T 8.50 Pf 0.23 L 8.50 Pt 17.27 DROP 8 SSP -3 31.51 2.227 EQ 0.00 0.059 Pe 0.00 94.05 T 8.50 Pf 0.50 L 6.08 Pt 17.76 DROP 8 SSP -4 31.96 2.227 EQ 0.00 0.101 Pe 0.00 126.01 T 6.08 Pf 0.61 L 7.67 Pt 18.37 DROP 9 SSP -5 32.35 2.227 EQ 0.00 0.154 Pe 0.00 158.36 T 7.67 Pf 1.18 L 6.75 Pt 19.55 DROP 9 SSP -6 33.37 2.227 EQ 0.00 0.219 Pe 0.00 191.74 T 6.75 Pf 1.48 L 6.75 Pt 21.03 DROP 10 SSP -7 34.37 2.227 EQ 0.00 0.297 Pe 0.00 226.11 T 6.75 Pf 2.00 L 6.75 Pt 23.03 DROP 10 SSP -8 35.97 2.227 EQ 0.00 0.390 Pe 0.00 262.08 T 6.75 Pf 2.63 L 8.50 Pt 25.66 DROP 8 SSP -9 38.42 2.227 EQ 0.00 o.so2 Pe 0.00 300.49 T 8.50 Pf 4.27 E,T L 45.71 Pt 29.93 DROP 8,E=2.75 SSP -10 TO 41.49 2.727 EQ 29.21 0.238 Pe 1.19 B.O. RN. 341.98 T 74.92 Pf 17.84 Total Pressure: 48.95 10/15/97 K -Line: 48.88 Max Velocity: 24.8 ft/s Page 4 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES ORANGE MAIN EA L 10.42 Pt 48.70 BL 121 ADD BL 121 241.53 4.352 EQ 0.00 0.013 Pe 0.00 241.53 T 10.42 Pf 0.13 L 10.42 Pt 48.84 BL 122 ADD BL 122 232.35 4.352 EQ 0.00 0.045 Pe 0.00 473.88 T 10.42 Pf 0.47 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 49.30 PRESSURE OF 58.07 PSI AT ADD BL 123. ADJUSTED FLOW 514.28 L 10.42 Pt 58.07 BL 123 ADD BL 123 271.81 4.352 EQ 0 .00 0.114 Pe 0.00 786.09 T 10.42 Pf 1.19 2E,T L 17.29 Pt 59.26 BL 124 ADD BL 124 376.25 4.352 EQ 58.44 0.235 Pe 0.00 1,162.34 T 75.73 Pf 17.83 Total Pressure: 77.09 K -Line: 132.38 Max Velocity: 25.1 ft/s YELLOW MAIN SSP -8 SSP -9 TO B.O. RN. L 8.50 Pt 16.97 DROP 8, HOSE= 50 81.24 3.352 EQ 0.00 0.000 Pe 0.00 81.24 T 8.50 Pf 0.00 E,T L 34.29 Pt 16.97 DROP 8 31.24 3.352 EQ 33.86 0.011 Pe 0.00 112.48 T 68.15 Pf 0.76 Total Pressure: 17.73 K -Line: 26.71 Max Velocity: 4.1 ft/s ORANGE MAIN WE ADD YELLOW 112.4-8 MAIN 112.48 10/15/97 T L 4.00 Pt 17.73 YELLOW MAIN 4.352 EQ 29.22 0.003 Pe 0.00 T 33.22 Pf 0.10 Total Pressure: 17.83 K -Line: 26.64 Max Velocity: 2.4 ft/s Page 5 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE LOSS PRESSURE FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN ADD 2ND HOSE T TOP OF RISER TOR TO MANIFOLD MAINIFOLD TO 8" DI FLG 8" DI FLG TO CITY CONN ADD 400 GPM HOSE 10/15/97 1,396.22 1,396.22 50.00 1,446.22 0.00 1,446.22 0.00 1,446.22 6.357 6.357 6.357 8.249 0.00 8.265 1,446.22 400.00 1,846.22 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm 8.265 E,T L 30.13 Pt EQ 55.32 0.052 Pe T 85.45 Pf 2T,4E L 171.33 Pt EQ 145.85 0.056 Pe T 317.18 Pf 2EE,T,GV L 25.54 Pt EQ 59.09 0.056 Pe T 84.63 Pf E L 3.25 Pt EQ 20.02 0.016 Pe T 23.27 Pf 3E,2GV,T L 265.00 Pt EQ 144.83 0.012 Pe T 409.83 Pf L 0.01 Pt EQ 0.00 0.018 Pe T 0.01 Pf 77.09 -0.49 4.47 81.07 -5.47 17.71 93.31 11.99 4.73 110.02 4.50 0.37 114.89 C=140 0.00 4.80 119.69 0.00 0.00 E=-1.13, ORANGE MAIN EAST, ORANGE MAIN WEST C=120,E=-12.67, HOSE=50 C=120,E=27.75 C=120,4.5 psi loss for 8"FEBCO MODEL 876 Total Pressure: 119.69 MARGIN Flow: 1,857.1 gpm at 119.69 psi Pressure: 21.95 psi at 1,846.2 gpm % Overage 18.3% C=140, HOSE=400 K -Line: 168.76 Max Job Velocity: 25.1 ft/s Page 6 5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: THREE HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP -WASH CANOPY HAZARD CLASS PER NFPA 13 : ORDINARY GROUP 2. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 100 GPM OUTSIDE HOSE 150 GPM IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: DRY "C" FACTOR OVERHEAD : 100/120 ADDED AT: TWO CONNECTIONS TO MAIN PIPING. CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 13 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165 ° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 480.33 GPM REQUIRED AT 111.80 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 630.83 GPM REQUIRED AT 112.43 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP ►HE'ARD AMBULAN 1i 111;I IU1 JW&j7M I w c 2 a Q a O In al:11,lil1I O I z 0 J HREE WASH CANOP YL•u►Q:7_0 SHEET 1 1 : i1 ■. ■.■ ■.■ ■ .. 1::::::.:..Il��11i! ii iii r' uu0 1 rd 111111111101111111 � :I i=i!I!!� . ��ll i � II lihHil I MEI INN NMI OMM MON MEN= AN rrt - � Y } j1,—. — -- 1 4474 ! ,tr rt i r r. i 'LK.]►�I►'IXKI[010 WE.1I 46I'7 Vi1_\O I I a. i1ZL•11117W ilikT110»►711_1► UC r PM F•R HO E STREAMS, O O OF 1 1 r , Y 1 r 1 r T O O O — ti r - r O O O O O O 00 kD .t N O 6- ISd NI 3>if1SS31:1d O rn CO ti O I FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly,8 in Headloss (psi) 8 2• 200 400 600 800 1000 '1200 1400 1600 1800 2000 2200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: fps !-0 :6 1.3 1.9 2.6 • 3.2 ! 3.8 -4.5 5.1 5.7 6.4 7 7.7 -8 8.9 :9.-6- ' gpm 1 0 100 - ' 200 - 300 ; 400 -500 j 600 1-700 i -800 900 • 1000 1100 -1200 •-1300 i 140-0715-0-0- _ 400 1500-- 4.2 • 5.-6 5.4 5.1 4:8 4:7 4.5- 4.4 4.3 .4.3 4.3 4.3 • 4:3 43-- -:-4.4- :fps 4.-4- fps 1-0.2 10:9 -11.5 12.1 12:8 13.4 wpm 4600 1700 1800 1900 2000 H 2100 b psi-- 4.6 ; 47 14.8 5.0 ! 5- 12 i 5J i low Curve Includes FEBCO Valve Setter M7 del# 6- 14 6 14. -_. 14:7 -15.3 16 16.6- 17:2- - 17:9- ' -2200-12.300 ;-2400 2500 2600 - 2700. 5.5 15.8 6.0 6:2 6.4 6.7 -6.9 � � r HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS SSU -1 19.07 1.049 ARM OVER 19.07 T L 0.50 Pt 11.52 EO 3.57 0.167 Pe 0.00 T 4.07 Pf 0.68 AREA=95.36 Total Pressure: 12.20 K -Line: 5.46 9/19/97 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 132A SSU -1 L 10.21 Pt 12.20 sso-1 19.07 1.752 EO 0.00 0.014 Pe 0.00 19.07 T 10.21 Pf 0.14 SSU -2 E L 10.38 19.18 1.752 EO 0.050 pe Pt 12.34 c=100, x=5.62, SSU -1 .31 0.00 38.25 T 144.69 Pf 0.73 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 13.07 PRESSURE OF 18.12 PSI AT SSU -3 TO. ADJUSTED FLOW 45.04 SSU -3 TO TOP OF RN 23.92 1.752 68.97 T L 10.79 EO 8.62 0.148 T 19.41 Pt 18.12 C=100, K=5.62, Pe 0.00 AREA=119.62 Pf 2.88 T.O.RN TO BOT. OF RN 73.05 2.227 142.01 T L 0.71 EO 10.26 0.176 T 10.97 Pt 21.00 BL 132B, E=. 71 Pe 0.31 Pf 1.93 Total Pressure: 23.24 K -Line: 29.46 Max Velocity: 11.7 ft/s BL 132B L 11.58 Pt 18.12 AREA=119.62 SSU -1 23.92 1.752 EO 0.00 0.021 Pe 0.00 23.92 T 11.58 Pf 0.24 L 11.58 Pt 18.36 C=100, K=5.62, SSU -2 24.08 1.752 EO 0.00 0.076 Pe 0.00 AREA=119.62 48.01 T 11.58 Pf 0.88 T L 0.79 Pt 19.24 C=100, K=5.62, SSU-3TO 24.65 1.752 EO 8.62 0.164 Pe 0.00 AREA=119.62 TOP OF RN 72.66 T 9.41 Pf 1.54 Total Pressure: 20.78 K -Line: 15.94 Max Velocity: 9.7 ft/s BL 133A L 11.79 Pt 20.68 AREA=127.80 SSU -1 25.56 1.752 EO 0.00 0.024 Pe 0.00 25.56 T 11.79 Pf 0.28 L 8.00 Pt 20.96 C=100, K=5.62,AREA=127.80 SSU -2 25.73 1.752 EO 0.00 0.086 Pe 0.00 51.29 T 8.00 Pf 0.69 E L 8.42 Pt 21.65 C=100, K=5.62, AREA=92.62 SSU -3 26.15 1.752 EO 4.31 0.184 Pe 0.00 77.44 T 12.73 Pf 2.34 L 12.88 Pt 23.99 C=100, K=5.62, SSU -427.53 1.752 EO 0.00 0.323 Pe 0.00 AREA=128.75 104.97 T 12.88 Pf 4.16 T L 2.46 Pt 28.15 c=loo, K=5.62, SSU-5TO 29.82 1.752 EO 8.62 0.513 Pet 0.00 AREA=128.75 TOP OF RN 134.79 T 11.08 Pf 5.68 T L 0.46 Pt 33.84 BL 1338,E=.96 TOP OF RN TO 62.75 2.227 EO 10.26 0.324 Pe 0.20 BOTOFRN 197.54 T 10.72 Pf 3.47 Total Pressure: 37.51 9/19/97 K -Line: 32.26 Max Velocity: 17.9 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 1336 SSU -1 25.75 1.752 25.75 L 12.88 EO 0.00 T 12.88 Pt 20.99 0.024 Pe 0.00 Pf 0.31 AREA=128.75 SSU -2 TO TOP OR RN 25.94 1.752 51.69 T L 10.42 EO 8.62 T 19.04 Pt 21.30 0.087 Pe 0.00 Pf 1.66 C=100, K=5.62, AREA=128.75 Total Pressure: 22.96 9/19/97 K -Line: 10.79 Max Velocity: 6.9 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES YELLOW MAIN L 10.00 Pt 37.51 BL 133A/133B ADD BL133A/B 197.54 2.727 EO 0.00 0.121 Pe 0.00 197.54 T 10.00 Pf 1.21 E L 11.71 Pt 38.71 C=100, BL 132A/132B ADD BL132A/B 183.30 2.727 EO 6.95 0.407 Pe 1.39 E=3.21 TO3X2RED. 380.83 T 18.66 Pf 7.60 L 1.79 Pt 47.70 C=100,E=1.79,2.1 psi 3 X 2 RED. TO 0.00 3.352 EO 0.00 0.149 Pe 2.87 loss for 3" STAR MODEL A BASE OF DPV 380.83 T 1.79 Pf 0.27 DPV. 3E, GV L 18.42 Pt 50.84 C=120, E=-12.42 BASE OF DPV TO 0.00 3.352 EO 33.86 0.106 pe -5.37 TOP OF MAIN 380.83 T 52.28 Pf 5.57 T L 49.46 Pt 51.04 C=120 TOP OF MAIN TO 0.00 3.352 EO 23.09 0.106 Pe 0.00 1ST HOSE VA. 380.83 T 72.55 Pf 7.72 E,T L 73.13 Pt 58.76 C=120,HOSE=50,E=2.54 ADD IST HOSE 50.00 3.352 EO 33.86 0.134 Pe 1.10 TO ORANGE MAIN 430.83 T 106.99 Pf 14.31 Total Pressure: 74.16 K -Line: 50.03 Max Velocity: 20.9 ft/s ORANGE MAIN YELLOW MN TO GREEN MN 430.83 3.352 430.83 L 4.00 EO 0.00 T 4.00 Pt 73.90 0.134 Pe 0.00 Pf 0.53 C=120,YELLOW MAIN Total Pressure: 74.43 9/19/97 K -Line: 49.94 Max Velocity: 15.7 ft/s Page 4 t ' ..44 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN 2T,E L 30.13 Pt 74.43 C=120,E=-1.125, ORANGE 430.83 3.352 EO 56.94 0.134 Pe -0.49 MAIN 430.83 T 87.07 Pf 11.65 ADD 2ND HOSE T TOP OF RISER 50.00 4.352 480.83 2T, 4E L 171.33 Pt 85.59 C=120,E=-12.67,HOSE=50 EO 116.89 0.046 Pe -5.47 T 288.22 Pf 13.26 TOR TO MANIFOLD 0.00 4.352 480.83 2EE, T, GV L 25.54 Pt 93.38 c=120, E=27.75 EO 43.83 0.046 pe 11.99 T 69.37 Pf 3.19 MAINIFOLD TO 8" DI FLG 0.00 8.249 480.83 E L 3.25 Pt 108.56 C=120,3.2 psi loss for EO 20.02 0.002 Pe 3.20 8"FEBCO MODEL 876 T 23.27 Pf 0.05 8"DIFLG TO CITY CONN 0.00 8.265 480.83 3E, 2GV, T L 265.00 Pt 111.80 c=140 EO 144.83 0.002 Pe 0.00 T 409.83 Pf 0.63 ADD 150 GPM HOSE 150.00 6.265 630.83 L 0.01 Pt 112.43 C=140,HOSE=150 EO 0.00 0.003 Pe 0.00 T 0.01 Pf 0.00 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm 9/19/97 Total Pressure: 112.43 MARGIN % Overage Flow: 3,527.9 gpm at 112.43 psi Pressure: 36.42 psi at 630.8 gpm 32.4% K -Line: 59.49 Max Job Velocity: 20.9 ftls Page 5 c 92-963 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/25197 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: ONE HAZARD DESCRIPTION: WAREHOUSE / OFFICE HAZARD CLASS PER NFPA 231C : HIGH PILE STORAGE - SPECIFIC RULING: SPEC. WAREHOUSE RULING MADE BY: CITY ORDINANCE OF CITY OF TUKWILA DENSITY: .39 GPM OVER THE MOST HYDRAULICALLY REMOTE 5,600 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 100 GPM OUTSIDE HOSE 400 GPM IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD: 120 ADDED AT: NODE 7 ON RISER MANIFOLD CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 688 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 93.68 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 286 ° F K -FACTOR: 8.2 ORIFICE SIZE: 17/32" WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 2517.35 GPM REQUIRED AT 104.47 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 2917.35 GPM REQUIRED AT 117.03 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) v Ma 111 P1M411.1112 WO !MEI • u'1 N. 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Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: .fps -0- -:6 L3 1.9 2.6 3.2 3.8 4.5 5.1 5.7 16.4 7 7.7 8.3 8.9 9:6._. gpm _._ _. i 0 --- `100- 200 300 400 500 600 700 800 900 i 1000 1100 1200 : 1300 : -1400---150-0- j psi' - 4:2 S6 5.4 5.1 4.8 4.7 4.5 4.4 4:3 4.3 ' 4.3 4.3 ' 4.3 ' 4:3 T 4:4 4.5 :fps ;10:2 1109" 11:5 121 12.8 13.4 14 !14.7 `15.3 -16 16.6 17:2 17:9- gpm 1700 ^1800 --1900 ' 2000 - 2100 2200 2300 2400- . 2500 2600 ' 2700 2800 ;T600 � Flow curve ncludes-FEBCO Valve Setter Model 6i 61 1 ! -! 6.0- -- 62 16.4- ; 6:7 5.2 p476-74-.77 3 5 5:8 -- SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2917.3 GPM 130.50 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 215 42.83 34.71 7.54 32.27 216 41.72 34.71 7.54 30.61 217 41.01 34.71 7.54 29.58 307 43.25 34.71 7.54 32.90 308 40.99 34.71 7.54 29.55 309 39.23 34.71 7.54 27.07 310 37.94 34.71 7.54 25.31 311 37.05 34.71 7.54 24.14 312 36.50 34.71 7.54 23.43 313 36.22 34.71 7.54 23.08 314 36.13 34.71 7.54 22.96 315 36.12 34.71 7.54 22.95 316 36.16 34.71 7.54 23.00 317 36.34 34.71 7.54 23.22 407 43.07 34.71 7.54 32.63 408 40.80 34.71 7.54 29.29 409 39.04 34.71 7.54 26.81 410 37.73 34.71 7.54 25.04 411 36.83 34.71 7.54 23.87 412 36.28 34.71 7.54 23.15 413 35.99 34.71 7.54 22.79 414 35.90 34.71 7.54 22.66 09-25-1997 PAGE 1 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 415 35.89 34.71 7.54 22.66 416 35.92 34.71 7.54 22.70 417 36.09 34.71 7.54 22.91 507 42.96 34.20 7.53 32.55 508 40.70 34.20 7.53 29.21 509 38.94 34.20 7.53 26.74 510 37.63 34.20 7.53 24.98 511 36.73 34.20 7.53 23.80 512 36.18 34.20 7.53 23.08 513 35.89 34.20 7.53 22.72 514 35.79 34.20 7.53 22.59 515 35.78 34.20 7.53 22.58 516 35.81 34.20 7.53 22.62 517 35.98 34.20 7.53 22.83 607 42.99 34.20 7.53 32.60 608 40.73 34.20 7.53 29.25 609 38.96 34.20 7.53 26.78 610 37.66 34.20 7.53 25.01 611 36.76 34.20 7.53 23.83 612 36.21 34.20 7.53 23.12 613 35.92 34.20 7.53 22.75 614 35.82 34.20 7.53 22.63 615 35.81 34.20 7.53 22.62 616 35.85 34.20 7.53 22.66 617 36.01 34.20 7.53 22.87 707 43.07 34.20 7.53 32.72 708 40.81 34.20 7.53 29.37 709 39.05 34.20 7.53 26.89 710 37.74 34.20 7.53 25.12 711 36.85 34.20 7.53 23.94 712 36.29 34.20 7.53 23.23 713 36.01 34.20 7.53 22.87 714 35.91 34.20 7.53 22.74 715 35.90 34.20 7.53 22.73 716 35.94 34.20 7.53 22.78 717 36.11 34.20 7.53 22.99 09-25-1997 PAGE 2 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 218 40.67 36.53 7.55 29.02 318 36.79 36.53 7.55 23.74 418 36.53 36.53 7.55 23.41 518 36.46 35.99 7.55 23.32 618 36.49 35.99 7.55 23.36 718 36.59 35.99 7.55 23.49 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2417.35 GPM 100.00 GPM 400.00 GPM 2917.35 GPM 117.06 PSI 0.00 PSI 26.04 FPS 09-25-1997 PAGE 3 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 35 418 2.227 L 0.29 C=120 PT 23.41 (418) Q 36.53 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.41 ( 35) 38 718 2.227 L 0.29 C=120 PT 23.49 (718) Q 36.59 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0102 PF 0.00 PT 23.49 ( 38) 37 618 2.227 L 0.29 C=120 PT 23.36 (618) Q 36.49 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.36 ( 37) 36 518 2.227 L 0.29 C=120 PT 23.32 (518) Q 36.46 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0101 PF 0.00 PT 23.32 ( 36) 34 318 2.227 L 0.29 C=120 PT 23.74 (318) Q 36.79 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0103 PF 0.00 PT 23.74 ( 34) 33 218 2.227 L 0.29 C=120 PT 29.02 (218) Q 40.67 F=0 F 0.00 PE 0.00 BN1 T 0.29 0.0124 PF 0.00 PT 29.02 ( 33) 716 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 25.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 717 716DQ 35.94 2.227 L 8.00 C=120 PT 22.77 (716) Q 61.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 38 717DQ 36.11 2.227 L 8.00 C=120 PT 22.98 (717) Q 97.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0627 PF 0.50 48 38DQ 36.59 2.227 L 1.54 C=120 PT 23.48 ( 38) Q 134.36 F=T,T F 28.00 PE 0.67 RN2 T ,29.54 0.1129 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 47 48 4.352 L 10.96 C=120 PT 27.49 ( 48) Q 134.36 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0043 PF 0.05 PT 27.54 ( 47) 714 715 2.227 L 8.00 C=120 PT 22.73 (715) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 713 714DQ 35.91 2.227 L 8.00 C=120 PT 22.74 (714) Q 46.09 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 712 713DQ 36.01 2.227 L 8.00 C=120 PT 22.86 (713) Q 82.10 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0454 PF 0.36 711 712DQ 36.29 2.227 L 8.00 C=120 PT 23.22 (712) Q 118.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 710 711DQ 36.85 2.227 L 8.00 C=120 PT 23.93 (711) Q 155.24 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1474 PF 1.18 709 710DQ 37.74 2.227 L 8.00 C=120 PT 25.11 (710) Q 192.98 F=0 F 0.00 PE 0.00 BL1 T 8•.00 0.2205 PF 1.76 708 709DQ 39.05 2.227 L 8.00 C=120 PT 26.87 (709) Q 232.03 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3101 PF 2.48 707 708DQ 40.81 2.227 L 8.00 C=120 PT 29.35 (708) Q 272.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4185 PF 3.35 706 707DQ 43.07 2.227 L 8.00 C=120 PT 32.70 (707) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 705 706 2.227 L 8.00 C=120 PT 37.09 (706) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 704 705 2.227 L 8.00 C=120 PT 41.48 (705) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 703 704 2.227 L 8.00 C=120 PT 45.87 (704) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 702 703 2.227 L 8.00 C=120 PT 50.26 (703) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 701 702 2.227 L 8.00 C=120 PT 54.65 (702) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5488 PF 4.39 28 701 2.227 L 3.35 C=120 PT 59.04 (701) Q 315.90 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5488 PF 1.84 18 28 2.227 L 1.38 C=120 PT 60.88 ( 28) Q 315.90 F=T,E F 21.00 PE 0.67 RN1 T 22.38 0.5488 PF 12.28 17 18 6.357 L 10.96 C=120 PT 73.83 ( 18) Q 315.90 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0033 PF 0.04 PT 73.87 ( 17) 616 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 25.27 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 617 616DQ 35.85 2.227 L 8.00 C=120 PT 22.66 (616) Q 61.11 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0263 PF 0.21 37 617DQ 36.01 2.227 L 8.00 C=120 PT 22.87 (617) Q 97.13 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0619 PF 0.50 47 37DQ 36.49 2.227 ' L 1.92 C=120 PT 23.37 ( 37) Q 133.62 F=T,T F 28.00 PE 0.83 RN2 T 29.92 0.1117 PF 3.34 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 46 47DQ 134.36 4.352 L 10.96 C=120 PT 27.54 ( 47) Q 267.97 F=0 F 0.00 PE 0.00 CM2 T 10.96 0.0155 PF 0.17 PT 27.71 ( 46) 614 615 2.227 L 8.00 C=120 PT 22.62 (615) Q 10.54 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 613 614DQ 35.82 2.227 L 8.00 C=120 PT 22.63 (614) Q 46.36 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 612 613DQ 35.92 2.227 L 8.00 C=120 PT 22.76 (613) Q 82.28 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 611 612DQ 36.21 2.227 L 8.00 C=120 PT 23.12 (612) Q 118.49 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0894 PF 0.72 610 611DQ 36.76 2.227 L 8.00 C=120 PT 23.84 (611) Q 155.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1475 PF 1.18 609 610DQ 37.66 2.227 L 8.00 C=120 PT 25.02 (610) Q 192.91 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 608 609DQ 38.96 2.227 L 8.00 C=120 PT 26.78 (609) Q 231.87 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3097 PF 2.48 607 608DQ 40.73 2.227 L 8.00 C=120 PT 29.26 (608) Q 272.60 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4178 PF 3.34 606 607DQ 42.99 2.227 L 8.00 C=120 PT 32.60 (607) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 605 606 2.227 L 8.00 C=120 PT 36.98 (606) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 604 605 2.227 L 8.00 C=120 PT 41.36 (605) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 603 604 2.227 L 8.00 C=120 PT 45.74 (604) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 602 603 2.227 L 8.00 C=120 PT 50.12 (603) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 601 602 2.227 L 8.00 C=120 PT 54.50 (602) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5478 PF 4.38 27 601 2.227 L 3.35 C=120 PT 58.88 (601) Q 315.59 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5478 PF 1.84 17 27 2.227 L 1.50 C=120 PT 60.72 ( 27) Q 315.59 F=T,E F 21.00 PE 0.83 RN1 T 22.50 0.5478 PF 12.33 16 17DQ 315.90 6.357 L 10.96 C=120 PT 73.88 ( 17) Q 631.49 F=0 F 0.00 PE 0.00 CM1 T 10.96 0.0120 PF 0.13 PT 74.01 ( 16) 516 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 25.12 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0051 PF 0.04 517 516DQ 35.81 2.227 L 8.00 C=120 PT 22.62 (516) Q 60.94 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0261 PF 0.21 36 517DQ 35.98 2.227 L 8.00 C=120 PT 22.83 (517) Q 96.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0617 PF 0.49 46 36DQ 36.46 2.227 L 2.33 C=120 PT 23.32 ( 36) Q 133.38 F=T,T F 28.00 PE 1.01 RN2 T 30.33 0.1113 PF 3.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 45 46DQ 267.97 4.352 Q 401.35 CM2 L 11.00 C=120 PT 27.71 ( 46) F=0 F 0.00 PE 0.00 T 11.00 0.0327 PF 0.36 PT 28.07 ( 45) 514 515 2.227 L 8.00 C=120 PT 22.58 (515) Q 10.66 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 513 514DQ 35.79 2.227 L 8.00 C=120 PT 22.59 (514) Q 46.45 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0158 PF 0.13 512 513DQ 35.89 2.227 L 8.00 C=120 PT 22.72 (513) Q 82.34 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0456 PF 0.36 511 512DQ 36.18 2.227 L 8.00 C=120 PT 23.08 (512) Q 118.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0895 PF 0.72 510 511DQ 36.73 2.227 L 8.00 C=120 PT 23.80 (511) Q 155.24 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1474 PF 1.18 509 510DQ 37.63 2.227 L 8.00 C=120 PT 24.98 (510) Q 192.88 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2203 PF 1.76 508 509DQ 38.94 2.227 L 8.00 C=120 PT 26.74 (509) Q 231.81 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3096 PF 2.48 507 508DQ 40.70 2.227 L 8.00 C=120 PT 29.22 (508) Q 272.51 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4176 PF 3.34 506 507DQ 42.96 2.227 L 8.00 C=120 PT 32.56 (507) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 505 506 2.227 L 8.00 C=120 PT 36.94 (506) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 504 505 2.227 L 8.00 C=120 PT 41.32 (505) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 503 504 2.227 L 8.00 C=120 PT 45.70 (504) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 502 503 2.227 L 8.00 C=120 PT 50.08 (503) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 501 502 2.227 L 8.00 C=120 PT 54.46 (502) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5475 PF 4.38 26 501 2.227 L 3.35 C=120 PT 58.84 (501) Q 315.48 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5475 PF 1.83 16 26 2.227 L 1.54 C=120 PT 60.67 ( 26) Q 315.48 F=T,E F 21.00 PE 1.01 RN1 T 22.54 0.5475 PF 12.34 15 16DQ 631.50 6.357 L 11.00 C=120 PT 74.02 ( 16) Q 946.97 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0253 PF 0.28 PT 74.30 ( 15) 416 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 25.71 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0053 PF 0.04 417 416DQ 35.92 2.227 L 8.00 C=120 PT 22.70 (416) Q 61.63 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0267 PF 0.21 35 417DQ 36.09 2.227 L 8.00 C=120 PT 22.91 (417) Q 97.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0626 PF 0.50 45 35DQ 36.53 2.227 L 2.75 C=120 PT 23.41 ( 35) Q 134.25 F=T,T F 28.00 PE 1.19 RN2 T 30.75 0.1127 PF 3.47 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 11 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 44 45DQ 401.35 4.352 L 11.13 C=120 PT 28.07 ( 45) Q 535.60 F=0 F 0.00 PE 0.00 CM2 T 11.13 0.0558 PF 0.62 PT 28.69 ( 44) 414 415 2.227 L 8.00 C=120 PT 22.66 (415) Q 10.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0010 PF 0.01 413 414DQ 35.90 2.227 L 8.00 C=120 PT 22.67 (414) Q 46.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0156 PF 0.12 412 413DQ 35.99 2.227 L 8.00 C=120 PT 22.79 (413) Q 82.07 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0453 PF 0.36 411 412DQ 36.28 2.227 L 8.00 C=120 PT 23.15 (412) Q 118.35 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0893 PF 0.71 410 411DQ 36.83 2.227 L 8.00 C=120 PT 23.86 (411) Q 155.18 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1473 PF 1.18 409 410DQ 37.73 2.227 L 8.00 C=120 PT 25.04 (410) Q 192.92 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2204 PF 1.76 408 409DQ 39.04 2.227 L 8.00 C=120 PT 26.80 (409) Q 231.96 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3099 PF 2.48 407 408DQ 40.80 2.227 L 8.00 C=120 PT 29.28 (408) Q 272.76 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4183 PF 3.35 406 407DQ 43.07 2.227 L 8.00 C=120 PT 32.63 (407) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 405 406 2.227 L 8.00 C=120 PT 37.02 (406) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 12 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 404 405 2.227 L 8.00 C=120 PT 41.41 (405) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 403 404 2.227 L 8.00 C=120 PT 45.80 (404) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 402 403 2.227 L 8.00 C=120 PT 50.19 (403) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 401 402 2.227 L 8.00 C=120 PT 54.58 (402) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5486 PF 4.39 25 401 2.227 L 3.35 C=120 PT 58.97 (401) Q 315.83 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5486 PF 1.84 15 25 2.227 L 1.42 C=120 PT 60.81 ( 25) Q 315.83 F=T,E F 21.00 PE 1.19 RN1 T 22.42 0.5486 PF 12.30 14 15DQ 946.97 6.357 L 11.13 C=120 PT 74.30 ( 15) Q 1262.80 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0431 PF 0.48 PT 74.78 ( 14) 316 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 27.23 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0059 PF 0.05 317 316DQ 36.16 2.227 L 8.00 C=120 PT 23.00 (316) Q 63.39 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0281 PF 0.22 34 317DQ 36.34 2.227 L 8.00 C=120 PT 23.22 (317) Q 99.72 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0650 PF 0.52 44 34DQ 36.79 2.227 L 3.08 C=120 PT 23.74 ( 34) Q 136.51 F=T,T F 28.00 PE 1.33 RN2 T 31.08 0.1162 PF 3.61 4 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 13 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 43 44DQ 535.60 4.352 Q 672.11 CM2 L 11.13 C=120 PT 28.68 ( 44) F=0 F 0.00 PE 0.00 T 11.13 0.0849 PF 0.94 PT 29.62 ( 43) 314 315 2.227 L 8.00 C=120 PT 22.95 (315) Q 8.90 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0007 PF 0.01 313 314DQ 36.13 2.227 L 8.00 C=120 PT 22.96 (314) Q 45.02 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0149 PF 0.12 312 313DQ 36.22 2.227 L 8.00 C=120 PT 23.08 (313) Q 81.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0445 PF 0.36 311 312DQ 36.50 2.227 L 8.00 C=120 PT 23.44 (312) Q 117.75 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0884 PF 0.71 310 311DQ 37.05 2.227 L 8.00 C=120 PT 24.15 (311) Q 154.79 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1467 PF 1.17 309 310DQ 37.94 2.227 L 8.00 C=120 PT 25.32 (310) Q 192.73 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2200 PF 1.76 308 309DQ 39.23 2.227 L 8.00 C=120 PT 27.08 (309) Q 231.96 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3099 PF 2.48 307 308DQ 40.99 2.227 L 8.00 C=120 PT 29.56 (308) Q 272.95 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.4188 PF 3.35 306 307DQ 43.25 2.227 L 8.00 C=120 PT 32.91 (307) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 305 306 2.227 L 8.00 C=120 PT 37.31 (306) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 14 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 304 305 2.227 L 8.00 C=120 PT 41.71 (305) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 303 304 2.227 L 8.00 C=120 PT 46.11 (304) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 302 303 2.227 L 8.00 C=120 PT 50.51 (303) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 301 302 2.227 L 8.00 C=120 PT 54.91 (302) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.5498 PF 4.40 24 301 2.227 L 3.35 C=120 PT 59.31 (301) Q 316.20 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.5498 PF 1.84 14 24 2.227 L 1.38 C=120 PT 61.15 ( 24) Q 316.20 F=T,E F 21.00 PE 1.33 RN1 T 22.38 0.5498 PF 12.30 13 14DQ 1262.80 6.357 L 11.13 C=120 PT 74.78 ( 14) Q 1579.00 F=0 F 0.00 PE 0.00 CM1 T 11.13 0.0651 PF 0.72 PT 75.50 ( 13) 33 43 2.227 L 3.42 C=120 PT 29.64 ( 43) Q 62.85 F=T,T F 28.00 PE -1.48 RN2 T 31.42 0.0277 PF 0.87 217 33DQ 40.67 2.227 L 8.00 C=120 PT 29.03 ( 33) Q 103.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.0697 PF 0.56 216 217DQ 41.01 2.227 L 8.00 C=120 PT 29.59 (217) Q 144.53 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.1292 PF 1.03 215 216DQ 41.72 2.227 L 8.00 C=120 PT 30.62 (216) Q 186.25 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.2065 PF 1.65 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 15 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 214 215DQ 42.83 2.227 L 8.00 C=120 PT 32.27 (215) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 213 214 2.227 L 8.00 C=120 PT 34.69 (214) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 212 213 2.227 L 8.00 C=120 PT 37.11 (213) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 211 212 2.227 L 8.00 C=120 PT 39.53 (212) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 210 211 2.227 L 8.00 C=120 PT 41.95 (211) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 209 210 2.227 L 8.00 C=120 PT 44.37 (210) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 208 209 2.227 L 8.00 C=120 PT 46.79 (209) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 207 208 2.227 L 8.00 C=120 PT 49.21 (208) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 206 207 2.227 L 8.00 C=120 PT 51.63 (207) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 205 206 2.227 L 8.00 C=120 PT 54.05 (206) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 204 205 2.227 L 8.00 C=120 PT 56.47 (205) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 16 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 203 204 2.227 L 8.00 C=120 PT 58.89 (204) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 202 203 2.227 L 8.00 C=120 PT 61.31 (203) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 201 202 2.227 L 8.00 C=120 PT 63.73 (202) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 8.00 0.3029 PF 2.42 23 201 2.227 L 3.35 C=120 PT 66.15 (201) Q 229.08 F=0 F 0.00 PE 0.00 BL1 T 3.35 0.3029 PF 1.01 13 23 2.227 L 1.50 C=120 PT 67.16 ( 23) Q 229.08 F=T,E F 21.00 PE 1.48 RN1 T 22.50 0.3029 PF 6.82 12 13DQ 1579.00 6.357 L 11.00 C=120 PT 75.46 ( 13) Q 1808.09 F=0 F 0.00 PE 0.00 CM1 T 11.00 0.0837 PF 0.92 PT 76.38 ( 12) 42 43 4.352 L 11.00 C=120 PT 29.64 ( 43) Q 609.26 F=0 F 0.00 PE 0.00 CM2 T 11.00 0.0708 PF 0.78 32 42DQ -408.00 2.227 L 3.13 C=120 PT 30.42 ( 42) Q 201.26 F=T,T F 28.00 PE -1.36 RN2 T 31.13 0.2383 PF 7.42 22 32 2.227 L 139.35 C=120 PT 36.48 ( 32) Q 201.26 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2383 PF 33.21 12 22 2.227 L 1.54 C=120 PT 69.69 ( 22) Q 201.26 F=T,E F 21.00 PE 1.36 RN1 T 22.54 0.2383 PF 5.37 11 12DQ 1808.09 6.357 L 10.92 C=120 PT 76.42 ( 12) Q 2009.34 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.1017 PF 1.11 PT 77.53 ( 11) SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 17 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42 4.352 L 10.92 C=120 PT 30.42 ( 42) Q 408.00 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0337 PF 0.37 31 41DQ -204.57 2.227 L 2.42 C=120 PT 30.79 ( 41) Q 203.43 F=T,T F 28.00 PE -1.05 RN2 T 30.42 0.2431 PF 7.40 21 31 2.227 L 139.35 C=120 PT 37.14 ( 31) Q 203.43 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2431 PF 33.88 11 21 2.227 L 1.50 C=120 PT 71.02 ( 21) Q 203.43 F=T,E F 21.00 PE 1.05 RN1 T 22.50 0.2431 PF 5.47 10 11DQ 2009.34 8.249 L 10.92 C=120 PT 77.54 ( 11) Q 2212.78 F=0 F 0.00 PE 0.00 CM1 T 10.92 0.0342 PF 0.37 PT 77.91 ( 10) 40 41 4.352 L 10.92 C=120 PT 30.78 ( 41) Q 204.57 F=0 F 0.00 PE 0.00 CM2 T 10.92 0.0094 PF 0.10 30 40 2.227 L 1.67 C=120 PT 30.88 ( 40) Q 204.57 F=T,T F 28.00 PE -0.72 RN2 T 29.67 0.2456 PF 7.29 20 30 2.227 L 139.35 C=120 PT 37.45 ( 30) Q 204.57 F=0 F 0.00 PE 0.00 BL1 T 139.35 0.2456 PF 34.22 10 20 2.227 L 1.38 C=120 PT 71.67 ( 20) Q 204.57 F=T,E F 21.00 PE 0.72 RN1 T 22.38 0.2456 PF 5.50 9 10DQ 2212.78 8.249 L 44.46 C=120 PT 77.89 ( 10) Q 2417.35 F=E/E F 40.00 PE 0.00 FM T 84.46 0.0403 PF 3.40 8 9 Q 2417.35 8.249 L 25.58 C=120 PT 81.29 ( 9) F=T,GV,2EE F 63.00 PE 10.62 FM T ,88.58 0.0403 PF 3.57 SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: REMOTE AREA. .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 18 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 7 8 8.249 L 2.00 C=120 PT 95.48 ( 8) Q 2417.35 F=0 F 0.00 PE 0.00 FR T 2.00 0.0403 PF 0.08 6 7DQ 100.00 8.249 L 3.25 C=120 PT 95.56 ( 7) Q 2517.35 F=E F 20.00 PE 0.00 FR T 23.25 0.0434 PF 1.01 COMMENT: 100 GPM INSIDE HOSE ADDED AT NODE 7 ON RISER MANIFOLD. 5 6 8.249 L 0.01 C=120 PT 96.57 ( 6) Q 2517.35 F=0 F 0.00 PE 6.40 FR T 0.01 0.0434 PF 0.00 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.4 PSI LOSS AT 2500-2600 GPM. 4 5 8.265 L 2.75 C=140 PT 102.97 ( 5) Q 2517.35 F=0 F 0.00 PE 1.41 UN T 2.75 0.0323 PF 0.09 0 4 8.265 L 268.00 C=140 PT 104.47 ( 4) Q 2517.35 F=T,2GV,3E F 121.00 PE 0.00 UN T 389.00 0.0323 PF 12.56 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. PT 117.03 ( 0) HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE -WAREHOUSE SSU'S System No.: ONE Area: STUB UPS ON WAREHOUSE LINES Density: 0.39 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: TI -001 NOZZLE ID STUB UPS 201-217,301- 317,401-417 PIPE FLOW SIZE 34.71 1.049 34.71 LOSS PRESSURE FITTINGS LENGTH (PSI/FT) SUMMARY T L 1.88 Pt 17.92 EO 5.00 0.361 Pe 0.81 T 6.88 Pf 2.48 Total Pressure: 21.21 NOTES AREA=89,E=1.88 K -Line: 7.54 501-517,601- 34.20 1.049 617,701-717 34.20 T L EO T 1.88 5.00 0.351 6.88 Pt Pe Pf 17.39 0.81 2.42 C=120, K=8.2, AREA=87.68 E=1.88 Total Pressure: 20.62 K -Line: 7.53 218,318,418 36.54 1.049 36.54 T L EO T 1.88 5.00 0.397 6.88 Pt Pe Pf Total Pressure: 19.85 0.81 2.73 23.39 K -Line: 7.55 C=120, K=8.2, AREA=93.68 E=1.88 518,618,718 35.99 1.049 35.99 T L EO T 1.88 5.00 0.386 6.88 Pt Pe Pf 19.27 0.81 2.66 C=120, K=8.2, AREA=92.29 E=1.88 Total Pressure: 9t25/97 22.73 K -Line: 7.55 Page 1 SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 ONE HEAD SHIFT TO THE WEST WAREHOUSE GRID AUXILIARY REMOTE AREA DESIGN DENSITY: .39 GPM / 5,600 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 2,444.83 GPM AT 100.27 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 2844.8 GPM 131.39 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 214 41.73 34.71 7.54 30.63 215 40.68 34.71 7.54 29.11 216 40.02 34.71 7.54 28.17 217 39.66 34.71 7.54 27.67 306 42.18 34.71 7.54 31.29 307 39.91 34.71 7.54 28.02 308 38.14 34.71 7.54 25.59 309 36.82 34.71 7.54 23.85 310 35.91 34.71 7.54 22.68 311 35.33 34.71 7.54 21.96 312 35.03 34.71 7.54 21.59 313 34.92 34.71 7.54 21.45 314 34.91 34.71 7.54 21.44 315 34.93 34.71 7.54 21.47 316 35.08 34.71 7.54 21.65 317 35.44 34.71 7.54 22.09 406 42.02 34.71 7.54 31.05 407 39.75 34.71 7.54 27.79 408 37.97 34.71 7.54 25.36 409 36.65 34.71 7.54 23.62 410 35.72 34.71 7.54 22.45 411 35.14 34.71 7.54 21.73 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 412 34.84 34.71 7.54 21.35 413 34.72 34.71 7.54 21.21 414 34.71 34.71 7.54 21.19 415 34.73 34.71 7.54 21.22 416 34.87 34.71 7.54 21.39 417 35.22 34.71 7.54 21.82 506 41.92 34.20 7.53 30.99 507 39.66 34.20 7.53 27.73 508 37.88 34.20 7.53 25.31 509 36.56 34.20 7.53 23.57 510 35.64 34.20 7.53 22.40 511 35.06 34.20 7.53 21.68 512 34.75 34.20 7.53 21.30 513 34.64 34.20 7.53 21.16 514 34.62 34.20 7.53 21.14 515 34.64 34.20 7.53 21.17 516 34.78 34.20 7.53 21.34 517 35.13 34.20 7.53 21.76 606 41.95 34.20 7.53 31.04 607 39.69 34.20 7.53 27.78 608 37.92 34.20 7.53 25.35 609 36.59 34.20 7.53 23.62 610 35.67 34.20 7.53 22.44 611 35.10 34.20 7.53 21.72 612 34.79 34.20 7.53 21.34 613 34.67 34.20 7.53 21.20 614 34.66 34.20 7.53 21.19 615 34.68 34.20 7.53 21.22 616 34.82 34.20 7.53 21.39 617 35.17 34.20 7.53 21.81 706 42.03 34.20 7.53 31.16 707 39.77 34.20 7.53 27.89 708 38.00 34.20 7.53 25.46 709 36.68 34.20 7.53 23.73 710 35.76 34.20 7.53 22.55 711 35.18 34.20 7.53 21.83 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 712 34.88 34.20 7.53 21.45 713 34.76 34.20 7.53 21.31 714 34.75 34.20 7.53 21.30 715 34.78 34.20 7.53 21.33 716 34.92 34.20 7.53 21.50 717 35.27 34.20 7.53 21.94 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 7 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT • PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 14 TO 24 2344.83 GPM 100.00 GPM 400.00 GPM 2844.83 GPM 108.68 PSI 0.00 PSI 25.67 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 4 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 715 714 20.57 8.00 0.0 2.227 BL1 0.004 0.00 21.33 21.30 716 715 55.34 8.00 0.0 2.227 BL1 0.022 0.00 21.51 21.33 717 716 90.26 8.00 0.0 2.227 BL1 0.054 0.00 21.94 21.51 38 717 125.53 8.00 0.0 2.227 BL1 0.100 0.00 22.74 21.94 48 38 125.53 1.54 28.0 2.227 RN2 0.100 0.67 26.35 22.74 47 48 125.53 10.96 0.0 4.352 CM2 0.004 0.00 26.39 26.35 713 714 14.18 8.00 0.0 2.227 BL1 0.002 0.00 21.31 21.30 712 713 48.95 8.00 0.0 2.227 BL1 0.017 0.00 21.45 21.31 711 712 83.83 8.00 0.0 2.227 BL1 0.047 0.00 21.83 21.45 710 711 119.01 8.00 0.0 2.227 BL1 0.090 0.00 22.55 21.83 709 710 154.77 8.00 0.0 2.227 BL1 0.147 0.00 23.72 22.55 708 709 191.45 8.00 0.0 2.227 BL1 0.217 0.00 25.46 23.72 707 708 229.44 8.00 0.0 2.227 BL1 0.304 0.00 27.89 25.46 706 707 269.21 8.00 0.0 2.227 BL1 0.408 0.00 31.16 27.89 705 706 311.24 8.00 0.0 2.227 BL1 0.534 0.00 35.43 31.16 704 705 311.24 8.00 0.0 2.227 BL1 0.534 0.00 39.70 35.43 703 704 311.24 8.00 0.0 2.227 BL1 0.534 0.00 43.97 39.70 702 703 311.24 8.00 0.0 2.227 BL1 0.534 0.00 48.24 43.97 701 702 311.24 8.00 0.0 2.227 BL1 0.534 0.00 52.51 48.24 28 701 311.24 3.35 0.0 2.227 BL1 0.534 0.00 54.30 52.51 18 28 311.24 1.38 21.0 2.227 RN1 0.534 0.67 66.92 54.30 17 18 311.24 10.96 0.0 6.357 CM1 0.003 0.00 66.96 66.92 615 614 20.15 8.00 0.0 2.227 BL1 0.003 0.00 21.22 21.19 616 615 54.83 8.00 0.0 2.227 BL1 0.022 0.00 21.39 21.22 617 616 89.65 8.00 0.0 2.227 BL1 0.053 0.00 21.82 21.39 37 617 124.82 8.00 0.0 2.227 BL1 0.098 0.00 22.61 21.82 47 37 124.82 1.92 28.0 2.227 RN2 0.098 0.83 26.39 22.61 46 47 250.35 10.96 0.0 4.352 CM2 0.014 0.00 26.54 26.39 613 614 14.52 8.00 0.0 2.227 BL1 0.002 0.00 21.20 21.19 612 613 49.19 8.00 0.0 2.227 BL1 0.018 0.00 21.34 21.20 611 612 83.98 8.00 0.0 2.227 BL1 0.047 0.00 21.72 21.34 610 611 119.07 8.00 0.0 2.227 BL1 0.090 0.00 22.44 21.72 609 610 154.75 8.00 0.0 2.227 BL1 0.147 0.00 23.61 22.44 608 609 191.34 8.00 0.0 2.227 BL1 0.217 0.00 25.35 23.61 607 608 229.25 8.00 0.0 2.227 BL1 0.303 0.00 27.78 25.35 606 607 268.94 8.00 0.0 2.227 BL1 0.407 0.00 31.04 27.78 605 606 310.89 8.00 0.0 2.227 BL1 0.533 0.00 35.30 31.04 604 605 310.89 8.00 0.0 2.227 BL1 0.533 0.00 39.56 35.30 603 604 310.89 8.00 0.0 2.227 BL1 0.533 0.00 43.82 39.56 602 603 310.89 8.00 0.0 2.227 BL1 0.533 0.00 48.08 43.82 601 602 310.89 8.00 0.0 2.227 BL1 0.533 0.00 52.34 48.08 27 601 310.89 3.35 0.0 2.227 BL1 0.533 0.00 54.12 52.34 17 27 310.89 1.50 21.0 2.227 RN1 0.533 0.83 66.94 54.12 16 17 622.14 10.96 0.0 6.357 CM1 0.012 0.00 67.07 66.94 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 5 FROM TO FLOW LENGTH FITTING 515 514 19.95 8.00 0.0 516 515 54.59 8.00 0.0 517 516 89.38 8.00 0.0 36 517 124.51 8.00 0.0 46 36 124.51 2.33 28.0 45 46 374.86 11.00 0.0 513 514 14.68 8.00 0.0 512 513 49.31 8.00 0.0 511 512 84.06 8.00 0.0 510 511 119.12 8.00 0.0 509 510 154.76 8.00 0.0 508 509 191.32 8.00 0.0 507 508 229.20 8.00 0.0 506 507 268.86 8.00 0.0 505 506 310.78 8.00 0.0 504 505 310.78 8.00 0.0 503 504 310.78 8.00 0.0 502 503 310.78 8.00 0.0 501 502 310.78 8.00 0.0 26 501 310.78 3.35 0.0 16 26 310.78 1.54 21.0 15 16 932.91 11.00 0.0 415 414 20.31 8.00 0.0 416 415 55.04 8.00 0.0 417 416 89.92 8.00 0.0 35 417 125.14 8.00 0.0 45 35 125.14 2.75 28.0 44 45 500.00 11.13 0.0 413 414 14.40 8.00 0.0 412 413 49.12 8.00 0.0 411 412 83.96 8.00 0.0 410 411 119.10 8.00 0.0 409 410 154.82 8.00 0.0 408 409 191.47 8.00 0.0 407 408 229.44 8.00 0.0 406 407 269.19 8.00 0.0 405 406 311.21 8.00 0.0 404 405 311.21 8.00 0.0 403 404 311.21 8.00 0.0 402 403 311.21 8.00 0.d 401 402 311.21 8.00 0.0 25 401 311.21 3.35 0.0 15 25 311.21 1.42 21.0 14 15 1244.12 11.13 0.0 DIAM TYPE PSI/Ft S -LOSS PRESSURES 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2�. 227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1' 0.003 0.021 0.053 0.098 0.098 O .029 0.002 0.018 0.047 0.090 0.147 0.217 0.303 0.407 0.533 0.533 O .533 0.533 0.533 0.533 0.533 0.025 0.003 O .022 0.054 O .099 O .099 O .049 0.002 0.018 0.047 O .090 0.147 0.217 0.304 0.408 O .534 0.534 0.534 0.534 0.534 0.534 0.534 O :042 0 0 0 0 1 0 00 00 00 00 01 00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O .00 0.00 0.00 0.00 0.00 1.01 0.00 0.00 O .00 0.00 0.00 1.19 0.00 0.00 0.00 0.00 O .00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.19 0.00 21.17 21.34 21.76 22.54 26.52 26.84 21.16 21.30 21.68 22.40 23.57 25.31 27.74 31.00 35.26 39.52 43.78 48.04 52.30 54.08 67.09 67.36 21.22 21.39 21.82 22.61 26.84 27.39 21.20 21.34 21.72 22.44 23.61 25.35 27.78 31.05 35.32 39.59 43.86 48.13 52.40 54.19 67.35 67.82 21.14 21.17 21.34 21.76 22.54 26.52 21.14 21.16 21.30 21.68 22.40 23.57 25.31 27.74 31.00 35.26 39.52 43.78 48.04 52.30 54.08 67.09 21.19 21.22 21.39 21.82 22.61 26.84 21.19 21.20 21.34 21.72 22.44 23.61 25.35 27.78 31.05 35.32 39.59 43.86 48.13 52.40 54.19 67.35 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 6 FROM TO FLOW LENGTH 315 314 316 315 317 316 34 317 44 34 43 44 21.45 56.38 91.47 126.90 126.90 626.90 8.00 8.00 8.00 8.00 3.08 11.13 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13 314 313 312 311 310 309 308 307 306 305 304 303 302 301 24 14 13.46 48.38 83.41 118.75 154.65 191.48 229.62 269.53 311.71 311.71 311.71 311.71 311.71 311.71 311.71 1555.83 FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 0.0 0.0 0.0 0.0 28.0 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.38 21.0 11.13 0.0 33 217 216 215 214 213 212 211 210 209 208 207 206 205 204 203 202 201 23 13 12 43 33 217 216 215 214 213 212 211 210 209 208 207 206 205 57.66 57.66 97.32 137.34 178.02 219.76 219.76 219.76 219.76 219.76 219.76 219.76 219.76 219.76 219.76 204 219.76 203 219.76 202 219.76 201 219.76 23 219.76 13 1775.59 3.42 28.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 8.00 0.0 3.35 0.0 1.50 21.0 11.00 0.0 42 43 569.24 11.00 0.0 2.227 BL1 2.227 BL1 2.227 BL1 2.227 BL1 2.227 RN2 4.352 CM2 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 6.357 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 RN2 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL1 RN1 CM1 0.004 0.00 21.47 21.44 0.023 0.00 21.65 21.47 0.055 0.00 22.09 21.65 0.102 0.00 22.90 22.09 0.102 1.33 27.39 22.90 0.075 0.00 28.22 27.39 0.002 0.00 21.45 21.44 O .017 0.00 21.59 21.45 0.047 0.00 21.96 21.59 0.090 0.00 22.68 21.96 O .146 0.00 23.85 22.68 0.217 0.00 25.59 23.85 O .304 0.00 28.02 25.59 0.409 0.00 31.29 28.02 0.535 0.00 35.57 31.29 0.535 0.00 39.85 35.57 0.535 0.00 44.13 39.85 0.535 0.00 48.41 44.13 0.535 0.00 52.69 48.41 O .535 0.00 54.48 52.69 0.535 1.33 67.79 54.48 0.063 0.00 68.50 67.79 0.024 -1.48 27.49 28.23 0.024 0.00 27.68 27.49 O .062 0.00 28.18 27.68 0.117 0.00 29.12 28.18 0.190 0.00 30.64 29.12 O .280 0.00 32.88 30.64 0.280 0.00 35.12 32.88 0.280 0.00 37.36 35.12 O .280 0.00 39.60 37.36 0.280 0.00 41.84 39.60 0.280 0.00 44.08 41.84 O .280 0.00 46.32 44.08 0.280 0.00 48.56 46.32 0.280 0.00 50.80 48.56 0.280 0.00 53.04 50.80 0.280 0.00 55.28 53.04 0.280 0.00 57.52 55.28 0.280 0.00 59.76 57.52 O .280 0.00 60.70 59.76 0.280 1.48 68.49 60.70 0.081 0.00 69.38 68.49 4.352 CML 0.063 0.00 28.92 28.23 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET WAREHOUSE: ONE HEAD SHIFT TO WEST .39 GPM / 5,600 SF. PER CITY OF TUKWILA. FILE NAME: 1001WETG 09-25-1997 PAGE 7 FROM TO FLOW 32 42 187.88 22 32 187.88 12 22 187.88 11 12 1963.46 LENGTH FITTING DIAM TYPE 3.13 28.0 2.227 RN2 139.35 0.0 2.227 BL1 1.54 21.0 2.227 RN1 10.92 0.0 6.357 CM1 41 42 381.37 31 41 190.12 21 31 190.12 11 21 190.12 10 11 2153.58 10.92 0.0 2.42 28.0 139.35 0.0 1.50 21.0 10.92 0.0 40 41 191.25 30 40 191.25 20 30 191.25 10 20 191.25 9 10 2344.83 8 9 2344.83 7 8 2344.83 6 7 2444.83 10.92 1.67 139.35 1.38 44.46 25.58 2.00 3.25 0.0 28.0 0.0 21.0 40.0 63.0 0.0 20.0 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 CM1 4.352 CM2 2.227 RN2 2.227 BL1 2.227 RN1 8.249 FM 8.249 FM 8.249 FR 8.249 FR COMMENT: 100 GPM INSIDE HOSE ADDED AT NODE 5 6 2444.83 0.01 0.0 8.249 FR PSI/Ft S -LOSS PRESSURES 0.210 -1.36 34.09 28.92 0.210 0.00 63.34 34.09 0.210 1.36 69.43 63.34 0.097 0.00 70.49 69.43 0.030 0.00 29.24 0.214 -1.05 34.72 0.214 0.00 64.61 0.214 1.05 70.49 0.032 0.00 70.84 28.91 29.24 34.72 64.61 70.49 0.008 0.00 29.33 29.24 0.217 -0.72 35.05 29.33 0.217 0.00 65.28 35.05 0.217 0.72 70.85 65.28 0.038 0.00 74.07 70.85 0.03E 10.62 88.06 74.07 0.038 0.00 88.14 88.06 0.041 0.00 89.10 88.14 7 ON RISER MANIFOLD 0.041 6.20 95.30 89.10 COMMENT: 8" FEBCO MODEL 876 DCVA. 6.2 PSI LOSS AT 2400-2500 GPM. 4 5 2444.83 2.75 0.0 8.265 UN 0.031 1.41 96.79 95.30 0 4 2444.83 268.00 121.0 8.265 UN 0.031 0.00 108.69 96.79 COMMENT: 400 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. SMITH FIRE SYSTEMS, INC. JOB NO. C -T1-001 SHEPARD AMBULANCE SYSTEM # 1 2ND FLOOR OFFICE-SSP'S AUXILIARY REMOTE AREA DESIGN DENSITY: .15 GPM / 1,500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 493.72 GPM AT 102.76 PSI AUXILIARY SUBMITTAL SHEPARD AMBULANCE SYSTEM ONE -WET .15 GPM / 1,500 SF. FILE NAME: 1001WT2P SERIAL NO:2244HY1 SFS JOB NUMBER: T1-001 2ND FLOOR OFFICE: SSP'S BELOW CEILING PER CITY OF TUKWILA. 09-25-1997 PAGE 1 SMITH FIRE SYSTEMS, INC. 1106 54TH AVE. EAST TACOMA, WASHINGTON 98424 1-(253)-926-1880 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 94.00 PSI @ 5160.00 GPM CITY PRESSURE AVAILABLE AT 643.7 GPM 148.81 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL SPR FLOW MINIMUM FLOW K -FACTOR PRESSURE 201 22.69 18.53 5.62 16.30 202 20.94 18.53 5.62 13.88 203 20.40 19.50 5.62 13.17 204 19.50 19.50 5.62 12.04 205 18.76 16.80 5.62 11.14 206 18.55 14.87 5.62 10.90 207 18.51 16.50 5.62 10.85 208 24.16 18.00 5.62 18.47 209 22.41 18.00 5.62 15.90 210 21.62 14.87 5.62 14.80 211 21.09 19.50 5.62 14.08 212 20.81 18.00 5.62 13.71 213 20.63 18.00 5.62 13.47 214 26.23 18.00 5.62 21.78 215 24.90 18.00 5.62 19.63 216 24.49 16.20 5.62 18.98 217 24.20 16.20 5.62 18.54 218 23.85 19.50 5.62 18.00 SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 2 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 50 OUTFLOWS AT 240 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 254 TO 264 393.72 GPM 50.00 GPM 50.00 GPM 150.00 GPM 643.72 GPM 104.79 PSI 0.00 PSI 18.55 FPS AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 3 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 224 204 19.50 3.29 7.0 1.049 AO 0.124 -1.12 12.20 12.04 238 218 23.85 7.87 7.0 1.049 AO 0.180 -1.88 18.80 18.00 237 238 23.85 3.00 0.0 1.752 BN1 0.015 0.00 18.84 18.80 237 217 24.20 4.79 7.0 1.049 AO 0.185 -1.88 18.84 18.54 236 237 48.05 9.00 0.0 1.752 BN1 0.054 0.00 19.33 18.84 236 216 24.49 4.79 7.0 1.049 AO 0.189 -1.88 19.33 18.98 235 236 72.53 8.00 0.0 1.752 BN1 0.116 0.00 20.26 19.33 235 215 24.90 5.88 7.0 1.049 AO 0.195 -1.88 20.26 19.63 234 235 97.43 12.00 0.0 1.752 BN1 0.200 0.00 22.66 20.26 234 214 26.23 5.88 7.0 1.049 AO 0.215 -1.88 22.67 21.78 262 234 123.66 81.08 12.0 1.752 BN1 0.311 0.00 51.66 22.67 252 262 123.66 3.58 24.0 1.752 NR1 0.311 1.55 61.80 51.66 233 213 20.63 5.21 7.0 1.049 AO 0.138 -1.59 13.56 13.47 232 233 20.63 10.00 0.0 1.752 BN1 0.011 0.00 13.67 13.56 232 212 20.81 4.13 7.0 1.049 AO 0.140 -1.59 13.68 13.71 231 232 41.43 10.00 0.0 1.752 BN1 0.041 0.00 14.09 13.68 231 211 21.09 4.13 7.0 1.049 AO 0.144 -1.59 14.09 14.08 230 231 62.52 9.00 0.0 1.752 BN1 0.088 0.00 14.88 14.09 230 210 21.62 4.13 7.0 1.049 AO 0.150 -1.59 14.88 14.80 229 230 84.14 8.00 0.0 1.752 BN1 0.153 0.00 16.10 14.88 229 209 22.41 4.13 7.0 1.049 AO 0.161 -1.59 16.10 15.90 228 229 106.55 12.00 0.0 1.752 BN1 0.236 0.00 18.94 16.10 228 208 24.16 4.13 7.0 1.049 AO 0.184 -1.59 18.93 18.47 263 228 130.71 80.00 12.0 1.752 BN1 0.345 0.00 50.67 18.93 253 263 130.71 2.92 24.0 1.752 NR1 0.345 1.27 61.23 50.67 227 207 18.51 3.58 7.0 1.049 AO 0.113 -1.12 10.92 10.85 226 227 18.51 6.00 0.0 1.752 BN1 0.009 0.00 10.98 10.92 226 206 18.55 3.58 7.0 1.049 AO 0.113 -1.12 10.98 10.90 225 226 37.07 8.00 0..0 1.752 BN1 0.034 0.00 11.25 10.98 225 205 18.76 3.58 7.0 1.049 AO 0.116 -1.12 11.24 11.14 224 225 55.83 1.29 12.0 1.752 BN1 0.072 0.00 12.19 11.24 223 224 75.33 10.00 0.0 1.752 BN1 0.124 0.00 13.43 12.19 223 203 20.40 3.29 7.0 1.049 AO 0.135 -1.12 13.44 13.17 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P 09-25-1997 PAGE 4 FROM TO 222 223 FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 95.72 4.00 0.0 1.752 BN1 0.194 0.00 14.22 13.44 222 202 20.94 3.29 221 222 116.66 9.50 221 201 22.69 264 221 139.35 254 264 139.35 7.0 1.049 AO 0.142 -1.12 14.22 13.88 0.0 1.752 BN1 0.280 0.00 16.88 14.22 3.29 7.0 85.83 0.0 1.83 24.0 41 40 42 41 43 42 50 43 44 50 COMMENT: 45 44 46 45 47 48 38 28 18 17 46 47 48 38 28 18 382.76 324.25 267.87 212.98 262.98 50 GPM 209.31 156.53 104.24 52.12 52.12 52.12 52.12 52.12 10.92 10.92 11.00 3.00 8.13 INSIDE 11.13 11.00 10.00 10.00 1.54 139.35 1.38 10.00 37 47 52.12 27 37 52.12 17 27 52.12 16 17 104.24 1.92 139.35 1.50 10.00 36 46 26 36 16 26 15 16 52.29 52.29 52.29 156.53 2.33 139.35 1.54 11.00 35 45 52.78 25 35 52.78 15 25 52.78 14 15 209.31 2.75 139.35 1.42 11.13 34 24 14 13 44 34 24 14 53.67 53.67 53.67 262.98 3.08 139.35 1.38 11.13 33 43 23 33 13 23 12 13 54.88 54.88 54.88 317.87 1.049 AO 1.752 BN1 1.752 NR1 0.0 4.352 O .0 4.352 0.0 4.352 0.0 4.352 0.0 4.352 HOSE ADDED AT 0.0 O .0 O .0 0.0 28.0 O .0 21.0 0.0 28.0 O .0 21.0 0.0 28.0 0.0 21.0 O .0 28.0 0.0 21.0 0.0 28.0 0.0 21.0 0.0 3.42 28.0 139.35 0.0 1.50 21.0 11.00 0.0 4.352 4.352 4.352 4.352 2.227 2.227 2.227 6.357 CM2 CM2 CM2 CM2 CM2 NODE CM2 CM2 CM2 CM2 RN2 BL1 RN1 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227.BL1 2.227 RN1 6.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6,.357 CM1 2.227 RN2 2.227 BL1 2.227 RN1 6.357 CM1' 0.164 -1.12 0.388 0.00 0.388 0.79 O .030 0.00 0.022 0.00 0.015 0.00 0.010 0.00 0.015 0.00 16.87 50.21 61.03 82.25 82.49 82.66 82.69 82.81 50 ON CROSS MAIN. 0.010 0.00 82.92 0.006 0.00 82.98 O .003 0.00 0.001 0.00 0.020 -0.67 O .020 0.00 O .020 0.67 0.000 0.00 0.020 0.020 0.020 0.000 - 0.83 0.00 0.83 0.00 0.020 -1.01 O .020 0.00 0.020 1.01 0.001 0.00 0.020 0.020 0.020 0.002 - 1.19 0.00 1.19 0.00 0.021 -1.33 0.021 0.00 O .021 1.33 0.002 0.00 0.022 0.022 O .022 0:003 - 1.48 0.00 1.48 0.00 83.01 83.02 82.93 85.66 86.77 86.77 82.77 85.50 86.77 86.77 82.57 85.32 86.77 86.78 82.34 85.13 86.77 86.79 82.12 85.00 86.79 86.82 81.85 84.85 86.81 86.85 16.30 16.87 50.21 81.92 82.25 82.49 82.66 82.69 82.81 82.92 82.98 83.01 83.02 82.93 85.66 86.77 83.01 82.77 85.50 86.77 82.98 82.57 85.32 86.77 82.92 82.34 85.13 86.77 82.81 82.12 85.00 86.79 82.65 81.85 84.85 86.81 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 09-25-1997 PAGE 5 SHEPARD AMBULANCE SFS JOB NUMBER: T1-001 SYSTEM ONE -WET 2ND FLOOR OFFICE: SSP'S BELOW CEILING .15 GPM / 1,500 SF. PER CITY OF TUKWILA. FILE NAME: 1001WT2P FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 32 42 56.39 3.13 28.0 2.227 RN2 0.023 -1.36 81.82 82.48 22 32 56.39 139.35 0.0 2.227 BL1 0.023 0.00 84.97 81.82 12 22 56.39 1.54 21.0 2.227 RN1 0.023 1.36 86.84 84.97 11 12 374.25 10.92 0.0 6.357 CM1 0.004 0.00 86.89 86.84 31 41 58.51 2.42 28.0 2.227 RN2 0.024 -1.05 81.93 82.24 21 31 58.51 139.35 0.0 2.227 BL1 0.024 0.00 85.30 81.93 11 21 58.51 1.50 21.0 2.227 RN1 0.024 1.05 86.89 85.30 10 11 432.76 10.92 0.0 8.249 CM1 0.002 0.00 86.91 86.89 30 40 60.96 1.67 28.0 2.227 RN2 0.02E -0.72 81.98 81.92 20 30 60.96 139.35 0.0 2.227 BL1 0.026 0.00 85.63 81.98 10 20 60.96 1.38 21.0 2.227 RN1 0.026 0.72 86.94 85.63 253 254 139.35 12.00 0.0 3.352 FM2 0.016 0.00 61.23 61.03 252 253 270.06 10.00 0.0 3.352 FM2 0.056 0.00 61.79 61.23 240 252 393.72 31.00 0.0 3.352 FM2 0.113 0.00 65.28 61.79 40 240 443.72 68.42 50.0 3.352 FM2 0.140 0.00 81.92 65.28 COMMENT: 50 GPM INSIDE HOSE ADDED AT NODE 240 ON CROSS MAIN. 9 10 493.72 44.46 40.0 8.249 FM 0.002 0.00 87.10 86.92 8 9 493.72 25.58 63.0 8.249 FM 0.002 10.62 97.91 87.10 7 8 493.72 2.00 0.0 8.249 FR 0.002 0.00 97.91 97.91 6 7 493.72 3.25 20.0 8.249 FR 0.002 0.00 97.96 97.91 5 6 493.72 0.01 0.0 8.249 FR 0.002 4.80 102.76 97.96 COMMENT: 8" FEBCO MODEL 876 DCDA. 4.8 PSI LOSS AT 400-500 GPM. 4 5 493.72 2.75 0.0 8.265 UN 0.002 1.41 104.17 102.76 0 4 493.72 268.00 121.0 8.265 UN 0.002 0.00 104.79 104.17 COMMENT: 150 GPM OUTSIDE HOSE ADDED AT CITY CONNECTION. fi SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: TWO HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP / OFFICE HAZARD CLASS PER NFPA 13 : EXTRA HAZARD -GROUP 1. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .245 GPM OVER THE MOST HYDRAULICALLY REMOTE 3850 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 100 GPM TWO CONNECTIONS TO MAIN PIPING. OUTSIDE HOSE 150 GPM CONNECTION TO CITY MAIN. IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 300 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165 ° F K -FACTOR: 8.2 ORIFICE SIZE: 17/32" WATER SUPPLY: STATIC 150 PSI RESIDUAL 94 PSI FLOW 5,160 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 1989 DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 1446.22 GPM REQUIRED AT 114.89 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 1846.22 GPM REQUIRED AT 119.69 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP 0 d D a R.7-1 I '0143-ATVOilittib in 0 M U) w CC 0 0 oesausimium 0 0 H O Z m 0 V] 0 H W 0 ca 0 Fri CL a a O 0 L 0 F - V1 ; 1uIII 0 Ln 0 z 0 J tl SHEET OF tiilhIm■„■„,,■,,,,.itimoiliiHl■■■■■,■.■u i■■■■■■■■■1■■■■■■■■■■_..■■■■■■.N.NNN.■■.■■ ......■■......■.■■■.■■■■.■..■.■■..■■....■..■■■■r;■■■■.1■.■■■...■■■■..■ ■....■■■..■.■..■■1■...■■ ...■...............■■...■.■............■■....■.A■■.1■■....1.■....■.■■.n....■..........■..■■. ■.■...■.....■..■■■■...........■.■..■■■■.■ee::a1.■.■■■■■■.1■■..■■.n■.u■..■■■11....1..1..■.■ 11111111111 .■ .. ■ ■ ■■ ■.■. ■ i1 ■ ■ 1.■ 1111...■ ■.. ■■ .■■■ ■■ ■ ■■ 111• •1 ■ 1 ■■ 1111 ■1r. 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IIIII1iiiiiiIIIIIIi1►11 iliiuIuIIE!lilniiifiiiiIli I■....:ll�ll�lliiill ! filiiiiiiiiiifii .■■................NN.....■....- .1 ullummolommummonomumuummmilliapemollliiIfln1I !oIlllll! • . Mitt K.7►'I►�1XKl[.L�I `M OR HOSE STREAMS, TEM DEM, ► It 7�`[i4Iu1�] 11M11117 ISd NI 31:1f1SS3»d 0 co 0 u, X a z W int - J O FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly,8 in 8 6 Headloss (psi) 4 2 0 0010 12200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: [fps 0 7:6- T-13 T1.9 2.6-- 1 3.2 r3.8 1 4.5 5.1 -5.7- 6.4 7 7.7 8.3 8.9 r9.6 j gpm 0 TTO1T--2D0 300 -400-1-500 1 600 -70D 800 9D0 TIDO-0 i-ITOD 120-0---1300 j 1400 1500 si- 4.2 tS.E t5.4 15.1 14.8 -47 -r4.5 1_4.4 43 4.3 4.3 ! 43 j 43 43 1 4.4 f4. tps 10.2 1 I0:9 1-1.5 1271 1900 127E TT3.414 2000 2100 j -2200 14.7 23-00 13.3-16- 166- -17.2 1117:9 2400-2500-72600 i 2700-7-28-0-0 gpm s if OD 1800 -I-- 1 1 . 52 53 -.- . 5.5 - 1600 1 R00 psi , 4.7 700 400 -i6(10 (ICI 1400 1(1(10 17 (1 (1 1----- 0010 12200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: [fps 0 7:6- T-13 T1.9 2.6-- 1 3.2 r3.8 1 4.5 5.1 -5.7- 6.4 7 7.7 8.3 8.9 r9.6 j gpm 0 TTO1T--2D0 300 -400-1-500 1 600 -70D 800 9D0 TIDO-0 i-ITOD 120-0---1300 j 1400 1500 si- 4.2 tS.E t5.4 15.1 14.8 -47 -r4.5 1_4.4 43 4.3 4.3 ! 43 j 43 43 1 4.4 f4. tps 10.2 1 I0:9 1-1.5 1271 1900 127E TT3.414 2000 2100 j -2200 14.7 23-00 13.3-16- 166- -17.2 1117:9 2400-2500-72600 i 2700-7-28-0-0 gpm s if OD 1800 -I-- 1 1 . 52 53 -.- . 5.5 - 578 , 6.0 -6-2 j 6.4 i 6-.7 j 6:9 ' ! 1 psi , 4.7 ow uurve incivaes iI,I3LU vaive setter HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS E,T L 3.33 Pt 15.09 AREA=130 DROP1 31.85 1.049 EQ 7.00 0.308 Pe 0.57 BL121 31.85 T 10.33 Pf 3.18 Total Pressure: 18.84 DROP 2 BL 121,122,123 DROP 3 K -Line: 7.34 T L 1.33 Pt 12.44 C=120,E=1.33,AREA=118.06 28.92 1.049 EQ5.00 0.258 Pe 0.57 28.92 T 6.33 Pf 1.63 Total Pressure: 14.65 K-Line:7.56 30.10 1.049 BL121 30.10 T L 1.33 Pt 13.47 C=120,E=1.33,AREA=122.85 EQ 5.00 0.277 Pe 0.57 T 6.33 Pf 1.75 Total Pressure: 15.80 K -Line: 7.57 T L 1.33 Pt 14.95 C=120,E=1.33,AREA=129.42 DROP4 31.71 1.049 EQ 5.00 0.305 Pe 0.57 BL 122 31.71 T 6.33 Pf 1.93 Total Pressure: 17.46 K -Line: 7.59 T L 2.33 Pt 15.09 C=120,E=1.33,AREA=130 DROP5 31.85 1.049 EQ 5.00 0.308 Pe 0.57 BL123 31.85 T 7.33 Pf 2.26 Total Pressure: 17.92 K -Line: 7.52 E,T L 3.13 Pt 15.09 C=120,E=1.33,AREA=130 DROP6 31.85 1.049 EQ 7.00 0.308 Pe 0.57 BL123 31.85 T 10.13 Pf 3.12 Total Pressure: 18.78 K -Line: 7.35 E,T L 3.13 Pt 13.56 DROP7 30.20 1.049 EQ 7.00 0.279 Pe 0.57 BL123 30.20 T 10.13 Pf 2.83 Total Pressure: 16.96 C=120,E=1.33,AREA=123.25 K -Line: 7.33 T L 1.33 Pt 14.51 C=120,E=1.33,AREA=127.5 DROP8 31.24 1.049 EQ 5.00 0.297 Pe 0.57 BL124 31.24 T 6.33 Pf 1.88 Total Pressure: 16.97 K -Line: 7.58 DROP 9 BL124 28.15 28.15 1.049 T L 1.33 Pt 11.79 C=120,E=1.33,AREA=114.9 EQ 5.00 0.245 Pe 0.57 T 6.33 Pf 1.55 Total Pressure: 13.91 K -Line: 7.55 L 1.33 Pt 9.15 C=120,E=1.33,AREA=101.25 DROP 10 24.81 1.049 EQ 5.00 0.194 Pe 0.57 BL 125 24.81 T 6.33 Pf 1.23 Total Pressure: 10.95 10/15/97 K -Line: 7.50 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE Job Number: T1-001 System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 121 L 11.33 Pt 18.84 DROP 1 SSP -1 31.85 2.227 EQ 0.00 0.008 Pe 0.00 31.85 T 11.33 Pf 0.09 L 11.33 Pt 18.93 DROP 2 SSP2 32.88 2.227 EQ 0.00 0.029 Pe 0.00 64.73 T 11.33 Pf 0.33 L 11.33 Pt 19.26 DROP 2 SSP -3 33.17 2.227 EQ 0.00 0.063 Pe 0.00 97.90 T 11.33 Pf 0.71 L 11.33 Pt 19.98 DROP 2 SSP -4 33.78 2.227 EQ 0.00 0.109 Pe 0.00 131.68 T 11.33 Pf 1.24 L 11.79 Pt 21.21 DROP 3 SSP -5 34.87 2.227 EQ 0.00 0.169 Pe 0.00 166.56 T 11.79 Pf 1.99 L 11.33 Pt 23.20 DROP 2 SSP -6 36.40 2.227 EQ 0.00 0.243 Pe 0.00 202.96 T 11.33 Pf 2.75 E,T L 42.75 Pt 25.95 DROP 3,E=2.75 SSP-7TO 38.57 2.227 EQ 21.57 0.335 Pe 1.19 BOT.OFRN 241.53 T 64.32 Pf 21.56 Total Pressure: 48.70 K -Line: 34.61 Max Velocity: 19.9 ft/s BL 122 L 11.33 Pt 14.65 DROP 2 SSP -1 28.92 2.227 EQ 0.00 0.007 Pe 0.00 28.92 T 11.33 Pf 0.07 L 11.33 Pt 14.72 DROP 2 SSP -2 29.00 2.227 EQ 0.00 0.024 Pe 0.00 57.92 T 11.33 Pf 0.27 L 9.17 Pt 14.99 DROP 2 SSP -3 29.26 2.227 EQ 0.00 0.051 Pe 0.00 87.19 T 9.17 Pf 0.47 ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 15.46 PRESSURE OF 17.46 PSI AT SSP -4. ADJUSTED FLOW 92.65 L 12.42 Pt 17.46 DROP 4 SSP -4 31.71 2.227 EQ 0.00 0.098 Pe 0.00 124.36 T 12.42 Pf 1.22 L 12.42 Pt 18.68 DROP 4 SSP -5 32.80 2.227 EQ 0.00 0.151 Pe 0.00 157.16 T 12.42 Pf 1.88 L 11.33 Pt 20.56 DROP 4 SSP -6 34.41 2.227 EQ 0.00 0.218 Pe 0.00 191.57 T 11.33 Pf 2.47 E,T L 54.00 Pt 23.03 DROP 2,E=2.75 SSP-7TO 36.27 2.227 EQ 21.57 0.301 Pe 1.19 BOT.OFRN 227.84 T 75.57 Pf 22.74 Total Pressure: 46.96 10/15/97 K -Line: 33.25 Max Velocity: 18.8 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE FLOW SIZE FITTINGS LOSS PRESSURE LENGTH (PSI/FT) SUMMARY NOTES BL 123 SSP -1 SSP -2 SSP -3 SSP -4 SSP -5 SSP -6 SSP -7 SSP -8 TO BOT. OF RN 10/15/97 31.85 2.227 31.85 32.04 2.227 63.89 32.32 2.227 96.21 32.93 2.227 129.14 33.95 2.227 163.09 34.35 2.227 197.43 35.94 2.227 233.38 38.44 2.227 . 271.81 L 6.42 Pt 17.92 EQ 0.00 0.008 Pe 0.00 T 6.42 Pf 0.05 L 11.33 Pt 17.97 EQ 0.00 0.029 Pe 0.00 T 11.33 Pf 0.32 L 11.33 Pt 18.29 EQ 0.00 0.061 Pe 0.00 T 11.33 Pf 0.69 L 11.33 Pt 18.98 EQ 0.00 0.105 Pe 0.00 T 11.33 Pf 1.19 L 10.25 Pt 20.18 EQ 0.00 0.162 Pe 0.00 T 10.25 Pf 1.66 L 9.00 Pt 21.84 EQ 0.00 0.231 Pe 0.00 T 9.00 Pf 2.08 L 11.33 Pt 23.92 EQ 0.00 0.315 Pe 0.00 T 11.33 Pf 3.56 E,T L 48.92 Pt 27.48 EQ 21.57 0.417 Pe 1.19 T 70.49 Pf 29.40 Total Pressure: 58.07 DROP 5 DROP 2 DROP 2 DROP 2 DROP 2 DROP 6 DROP 6 DROP 7,E=2.75 K -Line: 35.67 Max Velocity: 22.4 ftls Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number. T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 124 L 8.50 Pt 16.97 DROP 8 SSP -1 31.24 2.227 EQ 0.00 0.008 Pe 0.00 31.24 T 8.50 Pf 0.06 L 8.50 Pt 17.03 DROP 8 SSP -2 31.30 2.227 EQ 0.00 0.028 Pe 0.00 62.53 T 8.50 Pf 0.23 L 8.50 Pt 17.27 DROP 8 SSP -3 31.51 2.227 EQ 0.00 0.059 Pe 0.00 94.05 T 8.50 Pf 0.50 L 6.08 Pt 17.76 DROP 8 SSP -4 31.96 2.227 EQ 0.00 0.101 Pe 0.00 126.01 T 6.08 Pf 0.61 L 7.67 Pt 18.37 DROP 9 SSP -5 32.35 2.227 EQ 0.00 0.154 Pe 0.00 158.36 T 7.67 Pf 1.18 L 6.75 Pt 19.55 DROP 9 SSP -6 33.37 2.227 EQ 0.00 0.219 Pe 0.00 191.74 T 6.75 Pf 1.48 L 6.75 Pt 21.03 DROP 10 SSP -7 34.37 2.227 EQ 0.00 0.297 Pe 0.00 226.11 T 6.75 Pf 2.00 L 6.75 Pt 23.03 DROP 10 SSP -8 35.97 2.227 EQ 0.00 0.390 Pe 0.00 262.08 T 6.75 Pf 2.63 L 8.50 Pt 25.66 DROP 8 SSP -9 38.42 2.227 EQ 0.00 0.502 Pe 0.00 300.49 T 8.50 Pf 4.27 E,T L 45.71 Pt 29.93 DROP 8,E=2.75 SSP-10TO 41.49 2.727 EQ 29.21 0.238 Pe 1.19 B.O. RN. 341.98 T 74.92 Pf 17.84 Total Pressure: 48.95 10/15/97 K -Line: 48.88 Max Velocity: 24.8 ft/s Page 4 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE LOSS FLOW SIZE FITTINGS LENGTH (PSI/FT) PRESSURE SUMMARY NOTES ORANGE MAIN EA ADD BL 121 ADD BL 122 241.53 4.352 241.53 232.35 4.352 473.88 ADJUSTED FLOW 514.28 ADD BL 123 ADD BL 124 L 10.42 EQ 0.00 0.013 T 10.42 L 10.42 EQ 0.00 0.045 T 10.42 ADJUSTED FLOW FOR MINIMUM REQUIRED PRESSURE OF 58.07 PSI AT ADD BL 123. 271.81 4.352 786.09 376.25 1,162.34 4.352 L 10.42 EQ 0.00 0.114 T 10.42 2E,T L 17.29 EQ 58.44 0.235 T 75.73 Pt 48.70 Pe 0.00 Pf 0.13 Pt 48.84 Pe 0.00 Pf 0.47 Pt 49.30 Pt Pe Pf Pt Pe Pf Total Pressure: 58.07 0.00 1.19 59.26 0.00 17.83 77.09 BL 121 BL 122 BL 123 BL 124 K -Line: 132.38 Max Velocity: 25.1 ft/s YELLOW MAIN SSP -8 SSP -9 TO B.O. RN. 81.24 3.352 81.24 31.24 3.352 112.48 L EQ T E,T L EQ T 8.50 0.00 8.50 34.29 33.86 68.15 0.000 0.011 Pt 16.97 Pe 0.00 Pf 0.00 Pt 16.97 Pe 0.00 Pf 0.76 Total Pressure: 17.73 DROP 8,HOSE=50 DROP 8 K -Line: 26.71 Max Velocity: 4.1 ft/s ORANGE MAIN WE ADD YELLOW 112.48 MAIN 112.48 10/15/97 T L 4.00 4.352 EQ 29.22 0.003 T 33.22 Pt Pe Pf Total Pressure: 17.73 0.00 0.10 17.83 YELLOW MAIN K -Line: 26.64 Max Velocity: 2.4 ft/s Page 5 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: TWO Area: SHOP Density: 0.245 gpm/sq ft Default K: 8.20 Default C: 120.0 Job Number: T1-001 NOZZLE ID PIPE LOSS PRESSURE FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN ADD 2ND HOSE T TOP OF RISER TOR TO MANIFOLD MAINIFOLD TO 8" DI FLG 8" DI FLG TO CITY CONN ADD 400 GPM HOSE 10/15/97 1,396.22 1,396.22 50.00 1,446.22 0.00 1,446.22 0.00 1,446.22 0.00 1,446.22 400.00 1,846.22 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm E,T L 30.13 Pt 6.357 EQ 55.32 0.052 Pe T 85.45 Pf 2T,4E L 171.33 Pt 6.357 EQ 145.85 0.056 Pe T 317.18 Pf 2EE,T,GV L 25.54 Pt 6.357 EQ 59.09 0.056 Pe T 84.63 Pf 77.09 -0.49 4.47 81.07 -5.47 17.71 93.31 11.99 4.73 E=-1.13, ORANGE MAIN EAST, ORANGE MAIN WEST C=120,E=-12.67,HOSE=50 C=120,E=27.75 E L 3.25 Pt 110.02 C=120,4.5 psi loss for 8.249 EQ 20.02 0.016 Pe 4.50 8"FESCO MODEL 876 T 23.27 Pf 0.37 3E,2GV,T L 265.00 Pt 114.89 C=140 8.265 EQ 144.83 0.012 Pe 0.00 T 409.83 Pf 4.80 L 0.01 Pt 119.69 8.265 EQ 0.00 0.018 Pe 0.00 T 0.01 Pf 0.00 Total Pressure: 119.69 MARGIN Flow: 1,857.1 gpm at 119.69 psi Pressure: 21.95 psi at 1,846.2 gpm % Overage 18.3% C=140, HOSE=400 K -Line: 168.76 Max Job Velocity: 25.1 Ws Page 6 515 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SHEPARD AMBULANCE JOB NO. T1-001 13075 GATEWAY DRIVE DATE 9/19/97 ADDRESS TUKWILA, WASHINGTON BY BILL BOSKOVICH SYSTEM DESIGNATION: THREE HAZARD DESCRIPTION: AUTOMOBILE MAINTENANCE SHOP -WASH CANOPY HAZARD CLASS PER NFPA 13 : ORDINARY GROUP 2. SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 100 GPM OUTSIDE HOSE 150 GPM IN -RACK SPRINKLER DEMAND NA GPM SYSTEM TYPE: DRY "C" FACTOR OVERHEAD : 100/120 ADDED AT: TWO CONNECTIONS TO MAIN PIPING. CONNECTION TO CITY MAIN. TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 13 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165 ° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: ELEVATION OF TEST: SAME AS SITE STATIC 150 PSI DATE OF TEST: 1989 RESIDUAL 94 PSI DATA PROVIDED BY: SCOTT WEBSTER OF WSRB. FLOW 5,160 GPM LOCATION OF TEST: GATEWAY DRIVE BASE OF RISER DEMAND 480.33 GPM REQUIRED AT 111.80 PSI (INCLUDING 100 GPM FOR HOSE STREAMS) SUMMARY 630.83 GPM REQUIRED AT 112.43 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP W z0 a esimasug ATER UP'LY DA H P: d w d CD t O 1 O 0 H cn Oiii w Z a cc m Q 0 0 2 oQ w } CI_ a a 0 0 I 0 t- 1 - ON F*LitielM 1/400 L, O z 0 J LL SHEET Im'IIr'h"h'!'uhh'°hnI, iIio..11111 i■.■■■■■■.■.■■■■■■■■■■■■■■■■■■■■■■■■■n■.■■■I.■■■■■ a■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■.■■■■N■■■■■U■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■B■■■■■'!■■■■ ■ ■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■nn■■■ ■■■■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■.■■■■■■an■.i■.■■■■■ 00000000000000000000000000000000001,0000000110000000 1 1■■■■■■■■■■■.■■■■■■■■■.■■■■■■■.■■■ u■■n■n■■■ ■.■■■■■■■■■.■■1■■■■■■■■■■■■■.■■■■■ u■./■■■■■■■ .■■■.■■■■.■■.■.1111■...■■■■■■■u■■II■�n■/0■■.u■■ g...uom.uCCCCi1.uuuu.uomuu=C..un■■.=1■u■ ■■.■■■■■■■■■■U.g ■_■■.=.■■n.■■■.nn■/■■n■.■ C�..iu� .uuuuuiu._iui=1.g i.Io =N== .■■■■■..■■.■.■■■■■■n.■.=■n....0■■ .au■■■■iME■ ■■■.■■■■■■■■■■■■■■■■■■■■■■■41...............■■.n...... in ■ 1 ■ ■■■■■■■■■■■■u■■■n■■U■■NN■■N ■.u■N■■ E:u•�n�U:::::.■up■•::IonlTholi ::::_••N•••N.Nf11■■O i FEBCO Backflow Prevention: Valve Performance Flow Curve: 876,Double Check Detector Assembly, 8 in Headloss (psi) 200 400 600 1800 1000 '1200 1400 1600 1800 2000 2200 2400 2600 2800 gpm Above data is obtained from a nationally approved laboratory. Actual performance may vary. Typical water system flow velocities are 0 to 7.5 fps. Typical fireline system flow velocities are 15 to 20 fps. Data Points: fps ;0 -6 1.3 1.9 ;2.6 3.2 ;3.8 4.5 5:1 5.7 6.4 '7 7.7 8.3 -:-8-9 9:6 gpm 0- 100 1200 *300 !400- '500 1600 700 -800 900 '1000 1100 T200 '1300- 1400-1500 psi 4.2 5:6 15.4 5.1 14.8 14:7 14.5 :4:4 •4.3 ;4.3 4:3 '4.3 4.3 43 14.-4- 4-.5 fps ;-10.2-- 1-0.9 -1-11.5 12:1 12:8 113.4 i 14 -1-14.-7 "-15.3 16 16.-6- 17.2 1-79 gpm _ F600 1200 t1800 1900 2000 + 21-00 12200 2300 -72400- 2500 1'2600-270-0---280-0--- I 2600'2700--'280 - ,- 50 i_. ! __ 5.8 6.0 6.2 6.:4 67 6-9 `Flow Curve InclUes FEBCO Valve Setter -Model # 6 1. - - - HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES DROPS SSU -1 19.07 1.049 ARM OVER 19.07 9/19/97 T L 0.50 Pt 11.52 AREA=95.36 EO 3.57 0.167 Pe 0.00 T 4.07 Pf 0.68 Total Pressure: 12.20 K -Line: 5.46 Page 1 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES SSUABL 132A L 10.21 Pt 12.20 SSU -1 19.07 1.752 EO 0.00 0.014 Pe 0.00 19.07 T 10.21 Pf 0.14 E L 10.38 Pt 12.34 C=100, K=5.62, SSU -1 19.18 1.752 EO 4.31 0.050 Pe 0.00 38.25 T 14.69 Pf 0.73 SSU -2 ADJUSTED FLOW FOR MINIMUM REQUIRED PRESSURE OF 18.12 PSI AT SSU -3 TO. ADJUSTED FLOW 45.04 Pt 13.07 SSU -3 TO TOP OF RN T.O.RN TO BOT. OF RN T L 10.79 23.92 1.752 EO 8.62 0.148 68.97 T 19.41 L 0.71 73.05 2.227 T EO 10.26 0.176 T 10.97 142.01 Pt 18.12 Pe 0.00 Pf 2.88 Pt 21.00 Pe 0.31 Pf 1.93 C=100, K=5.62, AREA=119.62 BL 132B,E=.71 Total Pressure: 23.24 K -Line: 29.46 Max Velocity: 11.7 ft/s BL132B L 11.58 Pt 18.12 SSU -1 23.92 1.752 EO 0.00 0.021 Pe 0.00 23.92 T 11.58 Pf 0.24 L 11.58 Pt 18.36 SSU -2 24.08 1.752 EO 0.00 0.076 Pe 0.00 48.01 T 11.58 Pf 0.88 AREA=119.62 C=100, K=5.62, AREA=119.62 T L 0.79 Pt 19.24 SSU -3 TO 24.65 1.752 EO 8.62 0.164 Pe 0.00 TOPOFRN 72.66 T 9.41 Pf 1.54 C=100, K=5.62, AREA=119.62 Total Pressure: 20.78 K -Line: 15.94 Max Velocity: 9.7 ft/s BL 133A L 11.79 Pt 20.68 SSU -1 25.56 1.752 EO 0.00 0.024 Pe 0.00 25.56 T 11.79 Pf 0.28 AREA=127.80 L 8.00 Pt 20.96 C=100, K=5.62,AREA=127.80 SSU -2 25.73' 1.752 EO 0.00 0.086 Pe 0.00 51.29 T 8.00 Pf 0.69 E L 8.42 Pt 21.65 C=100, K=5.62, AREA=92.62 SSU -3 26.15 1.752 EO 4.31 0.184 Pe 0.00 77.44 T 12.73 Pf 2.34 4 L 12.88 Pt 23.99 SSU 27.53 1.752 EO 0.00 0.323 Pe 0.00 104.97 T 12.88 Pf 4.16 C=100, K=5.62, AREA=128.75 T L 2.46 Pt 28.15 SSU-5TO 29,82 1.752 EO 8.62 0.513 Pe 0.00 TOP OF RN 134.79 T 11.08 Pf 5.68 T L 0.46 Pt 33.89 BL 1336,E=.46 TOP OF RN TO 62.75 2.227 EO 10.26 0.324 Pe 0.20 BOT OF RN 197.54 T 10.72 Pf 3.47 Total Pressure: 37.51 C=100, K=5.62, AREA=128.75 9/19/97 K -Line: 32.26 Max Velocity: 17.9 ft/s Page 2 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES BL 133B SSU -1 25.75 1.752 25.75 L 12.88 EO 0.00 0.029 T 12.88 Pt 20.99 Pe 0.00 Pf 0.31 AREA=128.75 SSU -2 TO TOP OR RN 25.94 1.752 51.69 T L 10.42 EO 8.62 0.087 T 19.04 Pt 21.30 Pe 0.00 Pf 1.66 C=100, K=5.62, AREA=128.75 Total Pressure: 22.96 9/19/97 K -Line: 10.79 Max Velocity: 6.9 ft/s Page 3 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE PIPE LOSS PRESSURE ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES YELLOW MAIN L 10.00 Pt 37.51 BL 133A/133B ADD BL 133A/6 197.54 2.727 EO 0.00 0.121 pe 0.00 197.54 T 10.00 Pf 1.21 E L 11.71 Pt 38.71 C=100, BL 132A/132B ADD BL 132A/B 183.30 2.727 EO 6.95 0 •x07 Pe 1.39 E=3.21 TO3X2RED. 380.83 T 18.66 Pf 7.60 L 1.79 Pt 47.70 C=100,E=1.79,2.1 psi 3 X 2 REO. TO 0.00 3.352 EO 0.00 0.149 Pe 2.87 loss for 3" STAR MODEL A BASE OF DPV 380.83 T 1.79 Pf 0.27 DPV. 3E,GV L 18.42 Pt 50.84 C=120,E=-12.42 BASEOFDPVTO 0.00 3.352 EO 33.86 0.106 Pe -5.37 TOP OF MAIN 380.83 T 52.28 Pf 5.57 T L 49.46 Pt 51.04 C=120 TOP OF MAIN TO _ 0.00 3.352 EO 23.09 0.106 Pe 0.00 1ST HOSE VA. 380.83 T 72.55 Pf 7.72 E,T L 73.13 Pt 58.76 C=120,HOSE=50,E=2.54 ADD 1ST HOSE 50.00 3.352 EO 33.86 0.134 Pe 1.10 TO ORANGE MAIN 430.83 T 106.99 Pf 14.31 Total Pressure: 74.16 K -Line: 50.03 Max Velocity: 20.9 ftls ORANGE MAIN YELLOW MN TO GREEN MN 430.83 3.352 430.83 L 4.00 EO 0.00 T 4.00 Pt 73.90 0.134 Pe 0.00 Pf 0.53 C=120,YELLOW MAIN Total Pressure: 74.43 9/19/97 K -Line: 49.94 Max Velocity: 15.7 ftls Page 4 HYDRAULIC CALCULATIONS Job Name: SHEPARD AMBULANCE System No.: THREE Area: WASH CANOPY Density: 0.20 gpm/sq ft Default K: 5.62 Default C: 100.0 Job Number: T1-001 NOZZLE ID FLOW PIPE SIZE LOSS PRESSURE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES GREEN MAIN ORANGE TO PLUM MAIN 430.83 430.83 3.352 2T,E L EO T 30.13 56.94 87.07 Pt 0.134 Pe Pf 74.43 - 0.49 11.65 C=120,E=-1.125, ORANGE MAIN ADD 2ND HOSE T TOP OF RISER 50.00 480.83 4.352 2T,4E L EO T 171.33 116.89 288.22 Pt 0.046 Pe Pf 85.59 - 5.47 13.26 C=120,E=-12.67, HOSE=50 TOR TO MANIFOLD 0.00 480.83 4.352 MAINIFOLD TO 8" DI FLG 0.00 480.83 8.249 2EE,T,GV L 25.54 EO 43.83 T 69.37 E L 3.25 EO 20.02 T 23.27 Pt 0.046 Pe Pf Pt 0.002 Pe Pf 93.38 11.99 3.19 C=120,E=27.75 108.56 3.20 0.05 C=120,3.2 psi loss for 8"FEBCO MODEL 876 8" D1 FLG TO CITY CONN 0.00 480.83 8.265 3E,2GV,T L EO T 265.00 144.83 409.83 Pt 0.002 Pe Pf 111.80 0.00 0.63 C=140 ADD 150 GPM HOSE 150.00 630.83 8.265 L EO T 0.01 0.00 0.01 Pt 0.003 Pe Pf 112.43 0.00 0.00 C=140, HOSE=150 WATER SUPPLY Static: 150.00 psi Resid: 94.00 psi Flow: 5,160.0 gpm Total Pressure: 112.43 MARGIN Flow: 3,527.9 gpm at 112.43 psi Pressure: 36.42 psi at 630.8 gpm 9/19/97 • % Overage 32.4% K -Line: 59.49 Max Job Velocity: 20.9 ft/s Page 5 C PVENGINEERED SEATTLE -ANCHORAGE -BUFFALO American Medical Response 13075 Gateway Drive, #100 Seattle, WA. FM -200 Fire Suppression System — Data Submittal EFS Project 12681 The information contained is the property of Engineered Fire Systems, Inc. This submittal is received in confidence that its content may not be disclosed without prior written consent of Engineered Fire Systems, Inc. Engineered Fire Systems makes no warranties as to the accuracy or completeness of the information and disclaims any liabilities regarding its use except those in the standard terms and conditions of the sale for the product and in no case will Engineered Fire Systems, Inc. be liable for any incidental or consequential damages arising from the sale, resale, use or misuse of this material. Engineered Fire & Safety 301 30th Street NE, Suite 100 Auburn, WA 98002 Tel: 800-660-3637 Tel: 253-876-0089 Fax: 253-876-0119 Table of Contents 1.0 Control Panel 1.1 3220 Control Panel 1.2 Battery 2.0 Field Devices 2.1 Photoelectric smoke Detector 2.2 Manual Discharge Station 2.3 Suppresion Abort Station 2.4 MT Series Horn 2.5 Discharge Tight 3.0 FM -200 Equipment 3.1 FM -200 Agent 3.2 200 Ib. FM -200 cylinder 3.3 Cylinder Strap 3.4 Flexible discharge hose 3.5 Discharge nozzle 3.6 Electric actuator 3.7 Door warning sign 4.0 Calculations 4.1 Panel Battery Calculations 4.2 FM -200 Flow Calculations c BILL OF MATERIALS (BOM) ITEM SYM QTY PART NUMBER MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING MILLIAMP AC ALTERNATING CURRENT NAC NOTIFICATION APPLIANCE CIRCUIT AFF ABOVE FINISHED FLOOR NC, N/C 1 SCP 1 30-322001-001 3220 SUPPRESSION CONTROL PANEL FENWAL 72" AFF 2 AWG 1 30-322001-009 - OPTIONAL RELAY BOARD (ORB) FENWAL IN SCP 3 C 2 - 12V-12AH BATTERIES - IN SCP 4 CKT - - - - - - 5 ®P 2 71-550000-001 PSD -7155 PHOTOELECTRIC SMOKE DETECTOR FENWAL ON BASE 6 E 2 70-501000-001 2WB 2 WIRE STANDARD BASE FENWAL TO 4" OCT. BOX 7 EKIA 1 5023 MT -12/24-R MULTI TONE -HORN 24 VDC WHEELOCK 80" AFF 8 F(A 2 SSU03003-G V33 FM200 LIGHT, WHT. PLATE W/BLUE LENS (FLASHING) SPACEAGE ELECTRONICS TO MULBERRY MNTG. BOX 9 gA 1 SSU03002-J V33 FM200 LIGHT, WHT. PLATE W/AMBER LENS (STEADY) SPACEAGE ELECTRONICS TO MULBERRY MNTG. BOX 10 X 3 SSU03040 - SURFACE MOUNTING BOX - DISCHARGE LIGHT SPACEAGE ELECTRONICS 80" AFF, HOR. MNT. 11 CA 1 30-195000-002 1950 SERIES DOUBLE ACTION MANUAL RELEASE STATION FENWAL TO 4SQ W/SG TRIM 12 CA 1 30-193000-002 - SUPPRESION ABORT STATION W/SURFACE BACK BOX FENWAL 48" AFF TO 4SQ W/DG TRIM 13 R 1 MR -201 CR - AUX. RELAY SPACEAGE ELECTRONICS - 14 - 1 235317 - 200# CYLINDER MOUNTING STRAP FENWAL ON UNI -STRUT 15 0 1 90-100201-101 - 200 LB FM -200 CTLINDER W/ LLI, W/ 135# FM -200 FENWAL - 16 135# 93-190000-001 - FM -200 AGENT (FACTORY FILLED) LB'S. FENWAL IN CYLINDER 17 X 1 48650001 - ELEC. CONTROL HEAD, STACKABLE, 24VDC (EX. PROOF) FENWAL ON CLYINDER 18 1 283899 - 2" DISCHARGE HOSE FENWAL ON VALVE OUTLET 19 2 06-231865-739 - NAMEPLATE, "WARNING," FM -200 FENWAL EXTERIOR DOOR TO ROOM 20 —0 1 93-194016-316 - 1-1/4" 180' FM -200 NOZZLE (0.6439 sq. in.) FENWAL ON DISCHARGE PIPING 21 X - - - - - - 22 - - - - - - 23 - - - - - - 24 - - - - - - 25 26 27 28 29 30 ELECTRICAL NOTES: 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760 SECTION C, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS. 2) CONDUIT INDICATED ON PRINTS IS DIAGRAMMATIC AND MAY BE REROUTED PER FIELD REQUIREMENTS. 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE DETECTION/PROTECTION CIRCUITS (MOST FIRE DETECTION/PROTECTION CIRCUITS ARE NEC CLASS 3). 4) FIRE SUPPRESSION DEVICE WIRING IS REQUIRED TO BE IN CONDUIT PER NFPA 2001. OPEN FIRE ALARM CABLE IS NOT PERMITED. ALL SLC LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, LOW/MID CAPACITANCE FIRE ALARM CABLE. 5) FIRE DETECTION/PROTECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) TO ENSURE SUPERVISION OF WIRING. CLASS "B" FIRE DETECTION/PROTECTION SIGNALLING LINE CIRCUITS MAY BE PARALLEL BRANCHED (TEE TAPPED) IF SO INDICATED ON THE SYSTEM RISER. 6) POLARITY OF ALL FIRE DETECTION/PROTECTION WIRING SHALL BE MAINTAINED THROUGHOUT ENTIRE SYSTEM; WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 7) THE FIRE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS AND GROUNDS. WIRING SHALL THEN BE MEGGARED BEFORE CONNECTION OF ANY DEVICES TO THE SYSTEM WIRING. WIRING SHALL BE MADE UP FOR THIS TEST SO THAT ALL WIRING COMPRISING THE SYSTEM IS TESTED. MEGGAR TEST RESULTS, INCLUDING RESISTANCE VALUES, SHALL BE RECORDED AND SUBMITTED TO ENGINEERED FIRE SYSTEMS PRIOR TO COMMISSIONING TEST. 9) FIRE ALARM PANEL, AND ANY OTHER FIRE DETECTION/PROTECTION EQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER. OTHER (NON -FIRE DETECTION/PROTECTION) EQUIPMENT SHALL NOT SHARE THE FIRE ALARM CIRCUIT(S). THIS BREAKER SHALL BE LOCKED AND CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL". 10) POWER SHALL NOT BE APPLIED TO THE FIRE ALARM PANEL UNLESS A REPRESENTATIVE FROM ENGINEERED FIRE SYSTEMS IS PRESENT. `DESIGNATES NODE NUMBER. FLOW CALCULATION NODE POINT REFERENCE WIRE TAG DESCRIPTION XX#XX GENERAL NOTES: 1) NOTIFY ENGINEERED FIRE & SAFETY OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L. LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS BEEN PERFORMED. ROOM SEALING NOTES: REQUIRMENTS FOR SEALING ROOMS THAT ARE PROTECTED BY AGENT. PROBLEM SOLUTION POROUS CONCRETE ELECTRICAL PANELS OPEN CONDUIT WALL PENETRATIONS CRACKS IN CONCRETE DAMPERS JUNCTION AT WALL & FLOOR PLENUM LIGHT FIXTURES DOORS PAINT WITH SEALANT 1 -HOUR RATED DUPONT TYPE SEALER DUCT SEALER 1 -HOUR RATED DUPONT TYPE SEALER CAULKING SMOKE DAMPERS ONLY, NO FIRE DAMPERS CAULKING (INSIDE OF ROOM) COMPLETELY WEATHER-STRIPPED WEATHERSTRIPPING, BOTTOM SWEEPS, AND DOOR CLOSERS ARE REQUIRED. HOLDERS REQ'D. IF DOORS ARE TO BE OPEN. THIS IS NOT A COMPLETE LIST. THE ROOM MUST BE SEALED SO AS TO BE VIRTUALLY AIR -TIGHT. ENGINEERED FIRE SYSTEMS IS NOT RESPONSIBLE FOR THE SEALING AND INTEGRITY OF THE ROOM. WIRE SIZE (AWG) NUMBER OF CONDUCTORS DESIGNATES DETAIL NUMBER DESIGNATES DRAWING NUMBER WHERE DETAIL IS LOCATED. A DASH REPRESENTS THE SAME SHEET. DETAIL REFERENCE FM -200 SYSTEM NOTES: ABBREVIATION LEGEND ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ALARM (LED) A, AMP AMPERES mA MILLIAMP AC ALTERNATING CURRENT NAC NOTIFICATION APPLIANCE CIRCUIT AFF ABOVE FINISHED FLOOR NC, N/C NORMALLY CLOSED AH AMP HOUR NO, N/O NORMALLY OPEN, NUMBER AHU AIR HANDLING UNIT NPT NATIONAL PIPE THREAD AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE BOM BILL OF MATERIALS R REPLACE EXISTING DEVICE C COMMON, CONDUIT ROR RATE OF RISE CFM CUBIC FEET PER MINUTE SCP SUPPRESSION CONTROL PANEL CKT CIRCUIT SH SHIELDED COM COMMON SLC SIGNALING LINE CIRCUIT DAC DIGITAL ALARM COMMUNICATOR SNAC SUPPLEMENTAL NAC CIRCUIT PANEL DPDT DOUBLE POLE, DOUBLE THROW SPST SINGLE POLE, SINGLE THROW E EXISTING TRBL TROUBLE ELR END OF LINE RESISTOR TW TWISTED EOL END OF LINE TYP TYPICAL FCP FIRE ALARM CONTROL PANEL U.L. UNDERWRITER'S LABORATORY FM FACTORY MUTUAL INSURERS V VOLTS GND GROUND W WATT HSSD HIGH SENSITIVITY SMOKE DETECTION WP, W/P WEATHER PROOF HVAC HEATING, VENTILATION, & AIR CONDITIONING XFMR TRANSFORMER X X X 1) SYSTEM IS TO BE A FM -200 CLEAN AGENT SUPPRESSION SYSTEM. SYSTEM SHALL BE INSTALLED PER NFPA 2001 & NFPA 72. SYSTEM SHALL CONFORM TO MANUFACTURERS INSTALLATION STANDARDS AND MANUALS. 2) ALL PERSONNEL WORKING WITH THE SYSTEM SHALL BE TRAINED IN THE OPERATION AND SAFTEY OF THE REQUIRMENTS. 3) MINIMUN DESIGN CONCENTRATION SHALL BE 7%, MAXIMUM SHALL BE 9%. DISCHARGE TIME SHALL BE BETWEEN 6 AND 10 SECONDS. PIPING NOTES: 1) ALL AGENT PIPING SHALL BE SCHEDULE 40, BLACK OR GALVANIZED SEAMLESS STEEL PIPE OR EQUIVALENT AS SPECIFIED BY NFPA 2001, LATEST EDITION. 2) EXAMPLES OF MATERIALS FOR PIPING AND THE STANDARDS COVERING THESE MATERIALS ARE: FERROUS PIPING, BLACK OR GALVANIZED STEEL PIPE - ASTM A-53, A-106, ANSI B36.10; FLEXIBLE METALLIC HOSE - ANSI B140. NONMETALLIC PIPE, ORDINARY CAST-IRON PIPE, OR STEEL PIPE CONFORMING TO ASTM A-120 SHALL NOT BE USED. 3) EXAMPLES OF MATERIALS USED FOR FITTINGS ARE: MALLEABLE IRON 300# CLASS ONLY - ASTM A-197; DUCTILE IRON 300# CLASS ONLY - ASTM A-395; STEEL - ASTM A-234. 4) ALL CEILING TILES WITHIN A TEN -FOOT RADIUS OF DISCHARGE NOZZLES SHALL BE SECURELY FASTENED. 5. ALL REDUCTIONS IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, REDUCERS, OR SWAGED NIPPLES. REDUCING BUSHINGS ARE NOT PERMITTED. 6) ALL PIPE AND FITTINGS SHALL BE REAMED AND FREE OF BURRS, VARNISH, SCALE AND OIL, BEFORE AND AFTER ASSEMBLY. ALL PIPE SHALL BE SWABBED WITH SOLVENT. 7) ONLY TEFLON TAPE OR PTFE PASTE SHALL BE USED ON ALL JOINTS. 8) ALL PIPE AND NOZZLE CONFIGURATIONS SHALL BE INSTALLED ACCORDING TO SECTION 4 OF FENWAL PUBLICATION FM -200 DESIGN, INSTALLATION, OPERATION, AND MAINTENANCE MANUAL. 9) ALL UNSPECIFIED PIPE LENGTHS SHALL BE CLOSE NIPPLES. ALL PIPE LENGTHS ARE FROM CENTER OF FITTING TO CENTER OF FITTING. 10) 180/360 DEGREE NOZZLES SHALL BE MOUNTED 6"±2" FROM THE CEILING. 11) 180 DEGREE NOZZLES SHALL BE MOUNTED 12"±2" FROM SIDE WALLS. 12) PIPING SHALL BE BRACED AT ALL DIRECTION CHANGES, ALL NOZZLES, AND AT 10' MAX. SPACING. REFER TO ANSI B-31.1 FOR BRACING REQUIRMENTS. 13) ALL PIPE SHALL BE PNEUMATICALLY TESTED IN A CLOSED CIRCUIT FOR A PERIOD OF 10 MINUTES AT 40 PSI. AT THE END OF THE 10 MINUTES THE PRESSURE DROP SHALL NOT EXCEED 20% OF THE TEST PRESSURE. INPUTS RESPONSES FENWAL 3220 FM -200 CONTROL PANEL SEQUENCE OF EVENTS X = DESIRED RESPONSE 0 =UNDESIRED RESPONSE A = ABORT RESPONSE TD = RESPONSE AFTER TIME DELAY POWER ON (LED) ALARM (LED) TROUBLE (LED) HORN — SLOW o ,P„ z re 0 BLUE DISCHARGE LIGHT • SHUTDOWN AC UNITS & FANS DISCHARGE TIME DELAY ACTIVATION (60 sec.) DISCHARGE TIME DELAY RESTART SUPPRESSION AGENT DISCHARGE ALARM OUTPUT CONTACTS TO BLDG. FAP (TROUBLE OUTPUT CONTACTS TO BLDG. FAP AMBER LIGHT IN SUPV. ROOM SYSTEM NORMAL X TROUBLE CONDITION X X SUPPRESSION RELEASE STATION X X X X X X X 1 AREA SMOKE DETECTOR X X X X X 2 AREA DETECTORS X X TD X X TD X X - X X (A) 2 DETECTORS, THEN ABORT SWITCH X X X AX A (B) RELEASE ABORT SWITCH X TD X TD X ABORT SWITCH, THEN RELEASE STATION X X X il X X ABORT SNATCH X A DRAWING INDEX 0 0 Without Comments As Noted In Red 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 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 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: Oc/IZ1 /r/`l By: DWG # DRAWING NAME FP -01 BOM, NOTES, DETAILS, & MATRIX FP -02 FM -200 PLANS AND DETAILS FP -03 WIRING DETAILS & RISER DIAGRAM TUKWILA FIRE DEPARTMENT, Please call: 575-4407 and give this job 9J�- No.G1 J toll and exp:, shut, dawn or reswrauuii .,idroval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to Oft tl?4i.as,<'lata prin.:- to commencement of rti.e :t,419:M.a•C..t O,"i•.rrg of any Fire Alarm and 1) atct';ion SysI.ems. Failure of test will resits S40 Re- inspection Fee and termination of the testing. >- w uJ 0 0 rn ISSUED FOR REVIEW 0 U LLI 0 0 szin 0 AS NOTED J W 0 UJ 0 z SUSP. CLG. 1/2.'0 LIQUID TIGHT FLEX CONDUIT BY SITE ELECTRICAL CONTRACTOR 9'-0" CLG. J—BOX 0 72" 2" HOSE 200# CYL AC4 LOCATED ON ROOF. SHUTDOWN ON 2ND ALARM. ELECTRIC CONTROL HEAD TANK MOUNTING BRACKET FINISHED FLOOR UNISTRUT 48"-200# CYLINDER 4' 0" APPROX. FINISHED FLOOR MOUNTING HEIGHT DETAIL SCALE: CYLINDER MOUNTING DETAIL SCALE: NTS ELR NAC -2 INSTALL NEW CEILING MOUNTED AMBER LIGHT IN SUPERVISORS ROOM. ROOM IS APPROX. 75' AWAY FROM PANEL. ELR • _ i NAC -1 TO NEAREST SLC LOOP OF EXISTING FIRE ALARM SYSTEM. ADD NEW ADDRESSABLE MODULES AND CONNECT TO NEW FM -200 CONTROL PANEL. EXIST. PANEL IS AN SILENT KNIGHT 5820. FM -200 DETECTION PLAN SCALE: 1/4" = 1 "UNI -STRUT" CHANNEL OR EQUAL 0'-6"(1-1/4") S-0"(1-1/4") DISCHARGE PIPING "UNI -STRUT" PIPE CLAMP OR EQUAL " TO 1-1/4" RED. PIPE SUPPORT DETAIL SCALE: NTS 9'-O" CLG. 2" DISCHARGE HOSE �- 200# CYLINDER W/135# OF FM -200 CYLINDER ISOMETRIC SCALE: NTS Go (0 ao o w J I— F— W FM -200 PIPING PLAN SCALE: 1/4" = FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2/{16, FOR DETECTION / INITIATING CIRCUITS. 2#16, HORN/STROBE OR NAC TRIGGER CKT.'S. (YELLOW, BROWN) 2#16, POWER FOR AUX. DEVICES. (RED, BLACK) 2#16, FOR RELEASE AND/OR AUX. CONTACTS. AREA SQ. FT. HGHT. FT. VOLUME CU. FT. AGENT QTY. LB's. NOZZLE No. NOZZLE PART NUMBER ORIFICE SIZE COMMUNICATIONS RM 200 1 200LB. CYLINDER FILLED W/ 135LB. FM -200. 8.3 467 9.0 4,203 135 E1 -N1 93-194016-316 0.6439" 2'-0" 180' NOZZLE filt I �- 200# CYLINDER W/135# OF FM -200 CYLINDER ISOMETRIC SCALE: NTS Go (0 ao o w J I— F— W FM -200 PIPING PLAN SCALE: 1/4" = FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2/{16, FOR DETECTION / INITIATING CIRCUITS. 2#16, HORN/STROBE OR NAC TRIGGER CKT.'S. (YELLOW, BROWN) 2#16, POWER FOR AUX. DEVICES. (RED, BLACK) 2#16, FOR RELEASE AND/OR AUX. CONTACTS. FM -200 ENCLOSURE TABLE ROOM NAME ZONE CONC. DISCHG. TIME AREA SQ. FT. HGHT. FT. VOLUME CU. FT. AGENT QTY. LB's. NOZZLE No. NOZZLE PART NUMBER ORIFICE SIZE COMMUNICATIONS RM 200 1 6.6 8.3 467 9.0 4,203 135 E1 -N1 93-194016-316 0.6439" FM -200 CYLINDER FILL ZONE No. CYL. No. CYLINDER MAX. FILL CYLINDER ALL WT. 1 C1 200 135 NOTE: SET SOUNDER CKT.-1 TO OPERATE AS FOLLOWS. FIRST ALARM - SLOW PULSE SECOND ALARM - FAST PULSE DISCHARGE - STEADY SET CKT.-2 TO OPERATE ON DISCHARGE. (TB5 DET -1) NOTE: SET RELAYS TO OPERATE ON "DECISIVE ALARM". (SECOND ALARM) FOR HVAC 4 SHUTDOWN. & DAMPERS FOR HVAC 4 SHUTDOWN. & DAMPERS OPTIONAL RELAY BOARD CONTACTS FOR CONNECTION TO BLDG. FIRE ALARM PANEL. 3.9K 1 /2W ELR RELEASE (TB6) (R2 + RD ELECTRIC ACTUATOR RELEASE CIRCUIT SCALE: (TB5 DET -2) 3.9K 1/2W ELR INITIATING CIRCUITS 18c 2 SCALE: NTS MOMENTARY SUPPRESSION ABORT AMBER WARNING LIGHT IN SUPERVISORS ROOM. ABORT (TB5) 1OK 1/2W ELR NAC -1 (TB6) 1OK ELR ABORT CIRCUIT 6 SCALE: NTS NAC -1 CIRCUIT SCALE: NTS 1ST ALM., 2ND ALM.. & DISCHARGE BLUE DISCHARGE LIGHT NAC -2 (TB6) 1OK 1 /2W ELR MANUAL RELEASE CIRCUIT SCALE: NAC -2 CIRCUIT SCALE: NTS DISCHARGE 3220 CONTROL PANEL SCALE: NTS NOTES: BATTERY CABLES MUST BE KEPT 1/2 -INCH AWAY FROM ALL FIELD WIRING AND CIRCUIT BOARD. NO CONDUIT PENETRATIONS SHALL BE ALLOWED IN BOTTOM OR SIDES NEAR BATTERY LOCATIONS SOUNDER OUTPUT CIRCUITS 1 & 2 SHORTING LINK W108 & W109 CONFIGURATION PINS 1& 2 PINS 3& 4 PINS 5& 6 / CLASS B, STYLE B OPEN OPENS OPEN OPEN CLASS A, STYLE D RT _OPEN _ O RTRT © 4 A mak A 0 fr Mr v 0 1 11 1"1 1"1 1 AC & 24V - 1 + - 1 + - 1 + - 1 + R2- 1 R2+ I R1- I R1+ 1- 1 2- 1 2+ 1 1+ 1- 1 2- 1 2+ 1 1+ ® ® PSU PLUG BATTERY RESET NON- STOP V RELEASE SOUNDER 2 SOUNDER 1 m I) V/ RESET W TB1000 TB6 N IT 11 ll IJ 011 AUX 24V OUT _ AC INPUT TB3 TB1 © W109 W200 M - .4116 TB4 - 2 0 1 0 10 01 3 0 NO m _Lt W1000 SIGNAL .. C J SILENCE �/ \. NC Q D MVP V1.0 SYSTEM STATUS NORMAL , W108 12:00 4/25/01 RESET NO J ALMOO SUPO TBLOO J SYSTEM r\ /1 CONTROLS l �/ J C 1 NC (1CoN1RoLNANELO ALARM Cl SCROLL MENU - pug Dv u CONTROLS 0 0 L NO c, O scRaL �Q-- 4-I C O cr J5 ,, , SUPV. TROUBLE l J NC (1-0 0 0, ® L - J DETECTION WATERFLOW LCD J1 I J1001 ® CONTRAST W101 VR1 W104 4 Ell J4 J1000 © O TB7 TBS 0 e RS485 CHANNEL 1 RS485 CHANNEL 2 ABORT MR SUPV DET 1 DET 2 WFLOW Al 1 81 1 A2 1 B2 Al 1 8I 1 A2 1 B2 + 1 - + 1 - '1' 1 - 1+ 1 2+ 1 2- 1 1- 1+ 1 2+ 1 2- 1 1- 1+ 1 2+ 1 2- 1 1- /�. I I I I I©1111 L—NV1r- u u i 6 E \_Q Q 1/2w v 1 /2W v v ELR ELR Aiiik 1 0 (-) (+) 0 0 (-) (+) 0 12 AH 12 VDC BATTERY 12 AH 12 VDC BATTERY 3.9K 1 /2W ELR RELEASE (TB6) (R2 + RD ELECTRIC ACTUATOR RELEASE CIRCUIT SCALE: (TB5 DET -2) 3.9K 1/2W ELR INITIATING CIRCUITS 18c 2 SCALE: NTS MOMENTARY SUPPRESSION ABORT AMBER WARNING LIGHT IN SUPERVISORS ROOM. ABORT (TB5) 1OK 1/2W ELR NAC -1 (TB6) 1OK ELR ABORT CIRCUIT 6 SCALE: NTS NAC -1 CIRCUIT SCALE: NTS 1ST ALM., 2ND ALM.. & DISCHARGE BLUE DISCHARGE LIGHT NAC -2 (TB6) 1OK 1 /2W ELR MANUAL RELEASE CIRCUIT SCALE: NAC -2 CIRCUIT SCALE: NTS DISCHARGE 3220 CONTROL PANEL SCALE: NTS NOTES: BATTERY CABLES MUST BE KEPT 1/2 -INCH AWAY FROM ALL FIELD WIRING AND CIRCUIT BOARD. NO CONDUIT PENETRATIONS SHALL BE ALLOWED IN BOTTOM OR SIDES NEAR BATTERY LOCATIONS SOUNDER OUTPUT CIRCUITS 1 & 2 SHORTING LINK W108 & W109 CONFIGURATION PINS 1& 2 PINS 3& 4 PINS 5& 6 PINS 7& 8 CLASS B, STYLE B OPEN OPENS OPEN OPEN CLASS A, STYLE D RT _OPEN _ RT ELR ELR ELR 2-1 - .-42)P ELR 1-1 P AMBER LIGHT IN SUPERVISORS ROOM. A NAC -1 ELR NAC -2 ELR FM -200 ACTUATOR DETECTOR INPUT CIRCUITS 1 & 2 SHORTING LINK W101 CONFIGURATION DET. CKT. 1 DET. CKT. 2 PINS 1& 2 PINS 3& 4 PINS 5& 6 PINS 7& 8 CLASS B, STYLE B OPEN OPEN OPEN OPEN CLASS A, STYLE D RTRT ALARM & TRBL. CONTACTS TO BLDG. FAP. MOVE JUMPER FROM THE TWO RIGHT PINS (2 AND 3) TO THE TWO LEFT PINS (1 AND 2). FOR STYLE B PINS 1 AND 2 OPEN, PINS 3 AND 4 OPEN, PINS 5 THRU 8 ARE RESERVED FOR COMMUNICATIONS. 120VAC W/EARTH GROUND DEDICATED BREAKER BY SITE ELEC. CONTRACTOR FENWAL 3220 HVAC SHUTDOWN 2ND FL. RISER DIAGRAM 241'-S. 4-" • I' ' • 1 • I t� i9111U1U111111.1�, . _._ s innaaau►��a�.�' 40'-0' FACE OFTILT UP TO _INTERSECTION CF 1 WALL. AT +8'-h-"• 46' S_ .3/4" EEZOWSIER5EC.11Z-CIEJLL FIRST FLOOR P - 5' • 10' - 15'' SCALE: 1/1C " • _ i'-0" • FIRE ALARM LEGEND ® FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR 0 MANUAL PULL STATION C SMOKE DETECTOR 0 IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE CEILING) IONIZATION DETECTOR (UNDER RAISED FLOOR) 0 FIXED TEMP HEAT DETECTOR 0 WATERFLOW SWITCH 0 TAMPER SWITCH Q STROBE HORN/STROBE C®. BELL/STROBE E��( END OF LINE RESISTOR MINI HORN El RELEASING DEVICE MODUALE MAG110NETI/CsrRE t DOOR HOLDER t�or J IANN I I SHotAl►.1 ON rt.- DETAi — (E-6) • T.z:. rstr • A- PAIR 3'-0' xT-10 ALLI 1 arl STOREFRONTDOORS, U1tT4 IRSULATED GLAZING, ANODIZED ALum1II FULL,A uEA moss, TRIPST�,.j, CTLINDER WJ T14113 TURN S- 3'=0' xT:o. ALWP1tMI I! OTT. 7 DOORS WIT4, 1 t,LATED CLAIM, ANCOIIED ALUMINA FRAMES,: LOSE 614OLD, Ci SET PULL, UEATI-ER STRIP, CYLINDER WI TIAX15 TUR4 C: 12'-0' WIDE L PIO 1,1 ALL BO1TTa1 SEAL �lAFE'iY Cd.AZII!4Cs 0-12'-0' UDE x� -�'H4 PAINTED OYER-EAD. DOS;:. tLEATNERSTRIP BOTTOM SEAL- E- SEALE PAIR 3'-0. x{1'-ir. WCU1.0�1 DOORS WI MN lOtU METAL AL. FRAM FLUSH BOLTS, LOCIG8ET, esTRIe. GA RD, DRIP CAP, IIi AAThERRTRtP, TN -D. F- sole AS E BUT SINGLE DOOR NSIDE•IND5 EXITS FREELY. G- GAM ASF 4- l2!-0' UDE x 14'-0' 14IG3.1, PAINTED•.OvERI-1EAD DOOR, ILEAVR=R.STRIP, 501TC 1 SEAL. g § C eta. C4- 01 fef 05105/.97,::, +mac 05/05/.97,::'09'08; !'• ' •• • • •• • . ' • • • • • • 241t -S 1/4" 20'-01 _741.0* N rr-6'• 25'-0° 251-0* 25'- 25'4? 21'-9'1/4" 2r4ta- 0 ))-0, 1V-4. •, . . . • tri u.IALL AT 48'-6° 4�'-0 FACE OF T1LTI1P TO NIERSECTICN 10-0" 9 ;s) \ 5'-10 3/162 41._.:5_31_412aRCSIairEg5f.CIIONSEMALL5_,,,,/ 21.41=1 6" 7 0 3/5' I7-0" SECOND FLOOR PLAN 0' 5' 10' 151: 25' 35' 11111V2.71.111r:„ - rsw1111111Ww. CALE 1/1C," = 1%42," . . . ANN FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR El MANUAL PULL STATION ® SMOKE DETECTOR O IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE Q. IONIZATION DETECTOR (UNDER O FIXED TEMP HEAT DETECTOR ® WATERFLOW SWITCH • TAMPER SWITCH 61 STROBE (>2 HORN/STROBE C2.• BELL/STROBE END OF LINE RESISTOR El MINI HORN s] RELEASING DEVICE MODUALE E MAGNETIC DOOR HOLDER .i1)51 It o ECL - CEILING) RAISED FLOOR) Si -(-0&14 ON TT' D. ETA 1 L E B10- I-IAZARD 1ANNI FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR LMI MANUAL PULL STATION .O SMOKE DETECTOR O IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE CEILING) A IONIZATION DETECTOR (UNDER RAISED FLOOR) ® FIXED TEIvP HEAT DETECTOR OO WATERFLOW SWITCH OO TAMPER SWITCH El. STROBE C® HORN/STROBE cu BELL/STROBE IEOL I END OF LINE RESISTOR • MINI HORN • RELEASING DEVICE. Iv10DUALE ISI MAGNETIC DOOR HOLDER WASH RACK 1-IIGN SERVICE BAY SERVICE BAY SERVICE BAY BUILDING CUT LINE se- e 4— Fo FA J)Evcc.E:S TRUCK WELL ELECTRIC ROOM IX 4" EMT CONDUITS TO 2ND FLR COMP ROOM FRCS -1 ELEC ROCt1 c°) MEN'S LKR. RM. SERVICE BAY GENERATOR. -LOCATION 0 1148) EXERCISE ROOM 151 STORAGE STORAGE STORAGE COPY TRAINING ROOM ABOVE lI ELEV. MACH._ SERVICE BAY 115 STORAGE 130 S E1 SERVICE BAY 1141 SERVICE BAY 113 DEAD BAY oI \\ 112 . STORAGE OFFICE OFFICE i DETAIL BAY 101 1, OFFICE CORRIDOR 106 OFFICE OFFICE 104 OFFICE CORRIDOR LUNCI4 ROOM RECEPTION FIRST FLOOR PLAN 1 /8"=1 '--0" NORTH EXPIRES: 1/28/99 GATEWAY DRIVE TUKWILA, WA. J S • a ate 2221 5th- Avenue; :0Seattle Washington d. (206). 441-1'449 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING: WITHOUT EXPRESS PERMISSION - BY MS&A, ISA VIOLATION- OF FEDERAL: COPYRIGHT LAW_.. COPYRIGHTEft MS&A 1997.. DROWN BY: JOB NO.:.: 81001-03 CHECKED en-- i DATE: 06JUNS7--- ._ - SCALE: -1/S", . • 1}-O`_ :. REVISIONS:- EVISIONS:NO. NO. REVISIONS INDICATED THUS A DATE alp SET' 7-1-41-7 TENANT: 'ND f in as s,. sr SHEET TITLE: • FIRST FLOOR FIRE ALARMIACCESS. 0h`. t. CONFERENCE OFFICE OFFICE ANN I FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL AUXILIARY POWER SUPPLY REMOTE ANNUNCIATOR MI MANUAL PULL STATION O SMOKE DETECTOR O IONIZATION DETECTOR IONIZATION DETECTOR (ABOVE CEILING) AB 0 IONIZATION DETECTOR (UNDER RAISED FLOOR) O FIXED TEMP HEAT DETECTOR O WATERFLOW SWITCH O TAMPER SWITCH E STROBE 1>a HORN/STROBE ca, BELL/STROBE EOL END OF LINE RESISTOR El MINI HORN El RELEASING DEVICE MODUALE-- El MAGNETIC DOOR HOLDER BUILDING CUT LINE Fors F/Fl- De vie -Es EI WORK ROOM WORK ROOM 3 0 41 N.I.C. CR - 0 2k 4" SIT FROM TRAY UNDER. FLR TO TRAY- ABOCE. CEILIG OFF( E 111 Tir 39121/1111/1/1/11111111111111411PMEr Arielit OPEN OFFICE . =LADDER RACK UhlDER RAISED FLOOR. '- . - I - 1 minuet !imuum i �.117— �o®II.imi 0 ai i • Rom - OP: I 0 1 1 r I I I" 1 i 1 I i i i I i )II I —.7 r.— 1•—•7 1-•- OFFICE 21T OFFICE 12161 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 1201 OFFICE OFFICE 120e1 - OFFICE 12051 OFFICE 12041 OFFICE 203 OFFICE 12021 OPEN OFFICE • SECOND FLOOR PLAN 1/8"=--i'-o" NORTH NG GATEWAY DRIVE TUKWILA, WA. 2221 5th Avenue Seattle- Washington REPRODUCTION: ALTERATION OR PUBLICATION OF THIS DRAWING WITHOUT EXPRESS PERMISSION BY MS&A, IS. A- VIOLATION OF FEDERAL COPYRIGHT- LAW COPYRIGHT BY MS&A 1997 -DRAWN. Eirf CHECKED BY:-= DATE:::06JUN97 - REVISIONS: SCALE:: t/ NO. REVISIONS INDICATED THUS. Q DATE 7 I -‘97 TENANT:. SHEPARD AMBULANCE SHEET TITLE: FIRE ALARM/CARD KEY CABLE.:.:TRAY. L01111111MION J ra. J IO0-O +,"'" u n the qyo .... . • lot ,Pecsoua,.,.. carie d s bee in any way p° t0 possible liability which itise trued as bearing with resp t result Nr �gn exercised perty. It is recd ' ' i Or damage to tnD in loss still e'xt' 0 l 6D SFS STARTS AT 8" SUPPLY FLANGE AND 6" FDC FLANGE. UNLEASED WAREHOUSE OCCUPANCY: S1 WAREHOUSE CONSTRUCTION TYPE: III -N SPRINKLERED SHEPARD AMBULANCE OCCUPANCY: CONSTRUCTION TYPE: B OFFICES 114 GARAGE III -N SPRINKLERED EX, 8 W 6" X 5" STORTZ FDC CONNECTION rn D J i i - SITE PLAN SYMBOLS NEW UNDERGR:JND BY SFS ® ® ® ® ® NEW UNDERGR:JND BY OTHERS EXISTING UNDESROUND PROPERTY LINE STREET CENTE: _INE 4- NEW FIRE HYD;ANT EXISTING FIRE -YDRANT •_• • NEW YARD POT INDICATOR EXISTING YARC 'OST INDICATOR NEW VALVE ROADWAY BOX EXISTING VALVE WITH ROADWAY BOX NEW TWO WAY =IRE DEPARTMENT C)NNECTION EXISTING TWO VAY FIRE DEPARTMENT C )NNECTION NEW FOUR WF' FIRE DEPARTMENT :)NNECTION EXISTING FOUL WAY FIRE DEPARTMENT •CJNNECTION 0 SITE PLAN 15 30 45 60 75 SCALE 1" = 30' WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: TOTAL FLOW: 150 PSI, 94 PSI 5,160 GPM DATA PROVIDED BY SCOTT WEBSTER OF WSRB. TEST WAS CONDUCTED IN 1989. UNDERGROUND NOTES: 1) ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 2) ALL UNDERGROUND PIPING SHALL HAVE 3' MINIMUM BURY (TO TOP OF PIPE). 3) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 4) ALL UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). 5) ALL UNDERGROUND PIPNG SHALL BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 6) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQURIED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 390 GPM 10" - 2,400 GPM 6" - 880 GPM 12" - 3,520 GPM 8" - 1,560 GPM 7) ALL UNDERGROUND PIPNG SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. \ %8"DfEV 551 ('14P,LINS 1-1- 0" 0.(";, CONC. TI LT -UP PANELS 4- GLULA'1 3E/arl- TUBULAR STEEL COL_U M ('4S. r XG 571t-FNEFc; 341-0 BUILDING SECTION 0 8 16 SCALE 1/8"-= 1'-0" SYS TEM 3. SYSTEM NO. 3 AREA AREA SQ. NUMBER OF DESCRIPTION - FOOTAGE SPRINKLERS WASH CANOPY 1,340 13 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .20 GPM 11,950 SQUARE FEET. ACTUAL DENSITY: .20 GPM / 1,340 SQUARE FEET. DEMAND AT BASE OF RISER: 480.83 GPM AT 111.80 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 630.83 GPM AT 112.43 PSI (250 GPM TOTAL HOSE ALLOWANCE) SYSTEM CAPACITY 20 GALLONS 17-10'2„ , 1 /2 4-512 r 10-(3 2. /N r !SII toI H1 T / r„v; r•O Z. :gi", IU- ¢'2l L -I12 3-(o /-12 f 2 /7-7-C7 2. / m O i- rX ` (7 Q K. _4 w L.6' .6 FO 0 - rn WI `rle �2L S / z 7- ,0'Z 1 13-4 0' s ti 0, - r c. T / • ABOJ u /7 • -o 2'-C; o- STORAGE ROOM 130 0 8 16 SCALE 1/8"=1'-0" titse it L' O. F.O. PLY. 0 0 ICO 4j AFF F= k YELLOW (� rY F k 3 9 YELLOW 1 3"x WELD 7-\ „de-- r(EDUCErR :h 1 AUX cN Z`' PI PE ST H N F 0 J J JJ } 11213 4] 5 YELLOW RISES DETAIL 0 2 4 SCALE 1/2"=1'-0" RISER EQUIPMENT ITEM QTY. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 SIZE DESCRIPTION 3" DRY PIPE VALVE PRESSURE SWITCH -ALARM SUPERVISORY PRESSURE SWITCH 1 1/4" MAIN DRAIN 1 /2" AIR MAINTENANCE DEVICE 3" TAMPERED BUTTERFLY VALVE 90 GAL. AIR COMPRESSOR 10" ELECTRIC BELL MANUFACTURER STAR POTTER ELECTRIC POTTER ELECTRIC GEM KENNEDY GAST POTTER ELECTRIC MODEL # A PS 10-2A PS40-2A F 93 `N1 1 LAA -32 M 100X PBA 12010 GENERAL NOTES. 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE. 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN (F) WHICH ARE FLEXIBLE. HI T u HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS To Lco FIG 58 568) 3g X 2'a LAG/ 38 X G ATP., PI PE RING. 2.X4)'( I4.2 HEADER) (4•) I6d NAILS, TIN STRAP,(2)'18Y1-WASHER HEAD SCREWS, 158 )c3'4- x8 LINISTRu1, 12 X3 13,N8(2)Vv, 2." PIPE CLAM- SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORFICE SIZE 0 RELI ABLE SSU G aRoNLE 'z THREAD SIZE I2 TEMP RATING 0 RELIABLE REc - SSP G C (-oME CHROME 165 QUANTITY 1G5 10 0 l I TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 0 0 SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REVISIONS REASON FOR REVISION 10-15-q7 WAS I�IEVV SHOP DE'4SIT`r, CONTRACT WITH rI' GENERAL NOTES 1. ALL COUPLINGS WITH (F) TO BE FLEXIBLE 2. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER / PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO * 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO * 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO * 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 3.456 0.202 2 1/2 SUPER-FLO * 0.074 2.727 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO * 0.074 3.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 6.526 0.458 4 SUPER-FLO * 0.074 4.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 ** 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 ** 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WIL PROVIDE WET SYSTEMS TO PROTECT THE INTERIOR BUILDING SHELL AND DRY HORIZONTAL HEADS TO PROTECT THE EXTERIOR COMBUSTIBLE CONCEALED SPACES ABOVE THE ENTRY CANOPIES. AN AUXILARY DRY SYSTEM WILL COVER THE EXTERIOR WASH CANOPY. CLAIRIFICATIONS --- SMITH FIRE SYSTEMS WILL BEGIN WORK AT AN 8" FLANGE LEFT BY OTHERS. --- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING. --- SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT. ELECTRICAL WIRING OF ANY KIND INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, TAMPER SWITCHES AND WATERFLOW SWITCHES. CENTRAL STATION ALARM EQUIPMENT, WIRING AND MONITORING. ALL UNDERGROUND WORK. WAREHOUSE: AUTOMOBILE MAINTENANCE: OFFIrF'c- DESIGN CRITERIA PER CITY OF TUKWILA FOR SPEC. WAREHOUSE. .39 GPM / 5,600 SQ.FT. PER NFPA 13 , 1994 EDITION AND CITY OF TUKWILA. CCEPTE .Without Comments 0 As Noted in Red (� 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 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 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. I Date: 10l1 3 Q e\-1 By: 510 EXTRA HAZARD GROUP 1: .245 GPM / 3,850 SQ.FT. PER NFPA 13 , 1994 EDITION AND CITY OF TUCKWILA I RDINARY HAZARD GROUP 1: 15 GPM / 1,500 SQ.FT. F 1 L TUKWILA FIRE DEPARTMEN Please call: 575-4407 and give this job No. Iz(-1 5al- and 4 and exact address for shut= down or restoration approval, SGA CORPORATION 6414 204T" STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER PHONE FAX SUPERINTENDENT PHONE FAX PAGER : BOB HART : (425)-778-2191 : (425)-778-2196 : JIM SYLVESTER : (206)-439-7410 : (206)-439-7391 : (206)-993-2932 1 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESIGNER DATE SHEET JOB NO. BOSKOV IC H ■ 8- 19-97 1 OF 4 TI -001 , 3-0 ,D-01" , 7-o I II 11-0 W - a" , 5-G 0 FOW 42.71Z 7 -op. 0o Bk.45Tr E RoOF HYDRAULICALLY MOST DEMANDING AREA: SYS# 3 DENSITY: .20 GPM OVER 1i950 SQUARE FEET - SYSTEM DEMAND AT BOR:4804.,PM AT MAPS! (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) V tr \O -4" 13-0 1 11 11-0 0 GREEN t act'ZR cot,' c., W L.I.!S oT- STEEL STL1D.i WITH orlivi-r 32,z5 "-L-) vV SOFFIT GLASS 3212S 2o, • COL Uri N5 1.3E Y 0 N 0 104° ELBOW. •If Lr) 1 qv Pi q`• , 0 el. v CANOPY SECTION rr 0 4 8 SCALE 1/4"=V-0" St 5-1 l'a 0-10 4-alz Carle u5 T BLE RooF 0 (2% STE El_ VVITH STU 0.5 DRI V IT C T 4" 5-0' 3-13'z 3-101 1-1 CANOPY SECTION CD 64 e0 4, 0 Ai 7. , -. Q. • n. v. P •\"" 'V ,, ,,,Co ‹,>. ci'' 0 C.) 4- "),-- 0 0 .2 ci-- 0 („0‘ . "' it• q- , 4# (.8 -> ..v- \ ak. .,) i.... 0-• si ' e 2 • k .., 1/ • .. •.. ▪ Tr NI ✓ ,-_--- ' u 44 -1. .... Sr A- i.. 7- (,) s ‘k%.k -c c•1 0 Q s• 9 44\e '0.01\ cv \ n20 0A 4 '8 SCALE 1/4"=l' -O" FIRST FLOOR PLAN • BOTTOM CHORD OF BAR JOIST 16 SCALE 1/8"=1'-O" GRINNELL FIG. 92 /- UNIVERSAL BEAM CLAMP BOTTOM FLANGE OF STEEL BEAM GRINNELL FIG. 9.3 /- UNIVERSAL BEAM CLAMP WIDE r -40U114 r RETAINER STRAP ATR SEE TABLE FOR SIZE MAX RETAINER STRAP -1 ATR SEE TABLE FOR srzt HANGER RING ROO • PIPE SIZE SIZE 1-4 ye 5 - 8 i/2 HANGER RING HANGER RING f 114 I 114.3-C• 0-e 5-0 0 FO Vir 4 77 714if WALL. • no* (11 A. • g) -r4 0 FITTER / LISTER NOTES -FIRST FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. ( F ) DENOTES A FLEXIBLE COUPLING. _ 3. ALL BRANCHLINE HANGERS TO BE 6D U.N.O. (LINES 101 THRU 120) 4. ALL BRANCHLINE HANGERS TO BE 11 112N U.N.O. (LINES 121 THRU 124) 5. SEND 25% GRINNELL FIG. 92 TOP BEAM CLAMPS WITH 10" RETAINERS. 6. ALL STUB -UPS TO BE 1 ( 1-01 U.N.0.( LINES 101 THRU 103). 7. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. HANGER D HANGER D2 NTS NTS // 12 A 1 9 Access PANEL N'6Ni 074-1 ER5,0 31EF ATR 3 1/2" CONCRETE PAN IMCK 5-o HYDRAULICALLY MOST DEMANDING AREA: SYS0 2 DENSITY: .245 GPM OVER 3,850 SQUARE FEET SYSTEM DEMAND AT BOR: 1A4622GPM AT 114.39 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) SPRINKLER HAW WAND& INE 3/8' X 2'4" KMIX BOLT ATR 1 -SPRINKLER MAIN/ BRAND& DK " SQUARE WASHER (2) HEX NUT & WASHER (2) V///14 •.1 ci-loRo OF BAR Tot S T. Ur Me 44 3 PIPING DETAILS NTS HANGER 0 NTS HANGER R NTS Washington Surveying & Rating PLAN REVIEWED AS SEATTLE WAS ;An comments and acceptances relate exclu various conditions upon fire insurance rgsj,§1p4- notlielbe con - /trued as bearing in any way upon the q1194 ;Other Idle care" hs been exercised with respect to possible liabiNtfor,personat in- jury. or damage to property. It is ognized ds which nary retart in loss still exist. D. D2, N HANGER LEGEND SPRINKLER LEGEND GRINNELL FIG. 92 Y0P BEAN CLAMP WITH 9"IRESTRAINER.4 ATR &PIPE RING. N NELL Fie (13 70P BEAM CLAmP W 1 T+4 G" RESTRAINERI ATR 8 PI PE R 1 Na, 2""THREADED SQUARE WASHER-, .ATR g, PI PE RING. 3911-A 2 IA. r.c r( BOL.T, 38R0b CoLl fr._ N 6, 38 AT R & PIPE RING. TOLCo FIG. 58 SBB, 38)(334 KWIK BOLT, 39 AT R 8, PIPERING. SYM MMUFACTURER GO 0 • REL.! AgLE R • ELI ABL E R• ELIABLE REL.! ao3LE R• ELIABLE -• RELIABLE REL B LE TYPE MODEL ABBREVIATIONS - HEAD -ESCUTCI-EON ORME THREAD FINISH FINISH SIZE SIZE S S U S S P SSP ss P REG- SSP H 5 W B RoNZE C RoHIE 2.Pc ,-PA CI -I ROME 2 Fr.- PA CH ROME 2 Ft- PA CJ4ROt4t cHRopT c-fiRoME - G3 BRONZe'BRONZE I 732. I 73a I7 3 4. 34 a z. TEMP RATING 1 G5 1 65 2. 1 2_ 29G, I GS I G.5 OUANTITY 2 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM B OTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WAU_ NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION 10-i5-97 wAfr vri 5l -IOP DENSITY. CONTRACT WITH •SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER: (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Teaxna, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 928-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESI DATE SHEET JOB P40. e0SKOVICI4 8-19-97 2 of 4 T1-001 TOTAL THIS SHEET 302 ROD PIPE SIZE SIZE 3/8 5 - 8 HANGER RING f 114 I 114.3-C• 0-e 5-0 0 FO Vir 4 77 714if WALL. • no* (11 A. • g) -r4 0 FITTER / LISTER NOTES -FIRST FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. ( F ) DENOTES A FLEXIBLE COUPLING. _ 3. ALL BRANCHLINE HANGERS TO BE 6D U.N.O. (LINES 101 THRU 120) 4. ALL BRANCHLINE HANGERS TO BE 11 112N U.N.O. (LINES 121 THRU 124) 5. SEND 25% GRINNELL FIG. 92 TOP BEAM CLAMPS WITH 10" RETAINERS. 6. ALL STUB -UPS TO BE 1 ( 1-01 U.N.0.( LINES 101 THRU 103). 7. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. HANGER D HANGER D2 NTS NTS // 12 A 1 9 Access PANEL N'6Ni 074-1 ER5,0 31EF ATR 3 1/2" CONCRETE PAN IMCK 5-o HYDRAULICALLY MOST DEMANDING AREA: SYS0 2 DENSITY: .245 GPM OVER 3,850 SQUARE FEET SYSTEM DEMAND AT BOR: 1A4622GPM AT 114.39 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) SPRINKLER HAW WAND& INE 3/8' X 2'4" KMIX BOLT ATR 1 -SPRINKLER MAIN/ BRAND& DK " SQUARE WASHER (2) HEX NUT & WASHER (2) V///14 •.1 ci-loRo OF BAR Tot S T. Ur Me 44 3 PIPING DETAILS NTS HANGER 0 NTS HANGER R NTS Washington Surveying & Rating PLAN REVIEWED AS SEATTLE WAS ;An comments and acceptances relate exclu various conditions upon fire insurance rgsj,§1p4- notlielbe con - /trued as bearing in any way upon the q1194 ;Other Idle care" hs been exercised with respect to possible liabiNtfor,personat in- jury. or damage to property. It is ognized ds which nary retart in loss still exist. D. D2, N HANGER LEGEND SPRINKLER LEGEND GRINNELL FIG. 92 Y0P BEAN CLAMP WITH 9"IRESTRAINER.4 ATR &PIPE RING. N NELL Fie (13 70P BEAM CLAmP W 1 T+4 G" RESTRAINERI ATR 8 PI PE R 1 Na, 2""THREADED SQUARE WASHER-, .ATR g, PI PE RING. 3911-A 2 IA. r.c r( BOL.T, 38R0b CoLl fr._ N 6, 38 AT R & PIPE RING. TOLCo FIG. 58 SBB, 38)(334 KWIK BOLT, 39 AT R 8, PIPERING. SYM MMUFACTURER GO 0 • REL.! AgLE R • ELI ABL E R• ELIABLE REL.! ao3LE R• ELIABLE -• RELIABLE REL B LE TYPE MODEL ABBREVIATIONS - HEAD -ESCUTCI-EON ORME THREAD FINISH FINISH SIZE SIZE S S U S S P SSP ss P REG- SSP H 5 W B RoNZE C RoHIE 2.Pc ,-PA CI -I ROME 2 Fr.- PA CH ROME 2 Ft- PA CJ4ROt4t cHRopT c-fiRoME - G3 BRONZe'BRONZE I 732. I 73a I7 3 4. 34 a z. TEMP RATING 1 G5 1 65 2. 1 2_ 29G, I GS I G.5 OUANTITY 2 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM B OTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WAU_ NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION 10-i5-97 wAfr vri 5l -IOP DENSITY. CONTRACT WITH •SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER: (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Teaxna, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 928-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESI DATE SHEET JOB P40. e0SKOVICI4 8-19-97 2 of 4 T1-001 TOTAL THIS SHEET 302 Oce Imaging Supplies 001437 / 6-012 10r 1I / „ I-112- , 5-6,12 5-5'2 $ N 33 -4 „ 0-1(12. f f „ 5-ii12 re ROOM 238 RAISED ACCESS FLOOR. FINISHED FLOOR 6" ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 MON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6" OF SPACE. N b t I'2 2-1'2 27- 4�� • AFI= 1'2 - -^ o-52 - m - ELFVATOA M -N Cr AUXILIARY REMOTE AREA: SYSTEM # 1 DENSITY: . 15 GPM OVER1 500 SQUARE FEET SYSTEM DEMAND AT BOR:493.72 GPM AT IO2, 76 PSI ( INCLUDES I00 GPM FOR INSIDE HOSE STREAMS I'( CONTROL. VALVE /'SSEM BL-`(. PIPING DETAILS NTS 12� x 1g.. Acc E55 PANEL*SY OTHERS' SECOND FLOOR PLAN 0 8 -16 SCALE 1/8"=1'-0" FITTER / LISTER NOTES -SECOND FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. ALL BRANCHLINE HANGERS TO BE 2B U.N.O. 4. ALL STUB -UPS TO BE 1 (1-6) U.N.O.( LINES 201 THRU 209 ). 5. ALL STUB -UPS TO BE 1 (1-4) U.N.0.( LINES 210 THRU 218 ). 6. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. DIM C MATCHLINE (CONTINUED ON SHEET 4 OF 4 1 ROOMS 202 & 246 RAISED ACCESS FLOOR. FINISHED FLOOR 6" ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 NON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6' OF SPACE. SPAN BETWEEN JOISTS SEE TABLE BELOW DIM 'A' DIM 'B' NUT AND WASHER HANGER RING 3/8' ROD x 9' LONG WELD TO EACH END 90. OPPOSED HANGER T DIM C (Z 1 38X4r2. �,Na 2w, E-- (2) 2X6XI8 w(-)I6d NAILS. 2'2.X9 OR 3 X 10 U-HooKS TRAPEZE PIPE (FOR SIZE AND SCH SEE TABLE BELOW) PIPE TO BE SUPPORTED (FOR SIZE AND SCH SEE TABLE BELOW)I NTS HILTI KWIK–BOLT II 3/8 X334(2 3/4 MIN EMBED) fV 2 x 2 x 3/16 ANGLE IRON 3/16 1 1/2 r 3/16 x 1 1/2 FLAT BAR 3/161%1 1/2 STRUT NUT 2' SQUARE WASHER HANGER W NTS 700E SHEATHING 01ST DR PURLIN� 2 1/2' MIN FOR BRANCHLINES 3' MIN FOR MAINS LAG SCREW MAXIMUM* SIZE ALLOWABLE LOADS 3/B' x 2' 3/8' x 2 I/2' 3/8' x 3' 584 LBS. 775 LBS. 950 LBS. •MAx111U14 LOADS TO BE 5 TINES THE vEIGHT OF WATER - FILLED PIPE • 250 LBS. PER NFPA 13-1994 ED.. SECTION 2-6.1. 4' NON MINIMUM NEPA 13 REOuIRES A PILOT HOLE FOR ALL LAG SCREVS. SIZE OF PILOT -+0.E TO BE 1/8' LESS THAN ROOT 2IANETER OF LAG SCREW THREADS HANGER TYPE LAG DIM A WI ; 18" W2 1 9" 034 W3 I034"- DIM 'B' LAG SCREW (SEE TABLE FOR SIZE RED.) —TDLCO FIG. 58 SIDE SEAN BRACKET 3/8' ATR SPRINKLER MAIN/ (- BRANCI&1NE 'DANGER H I NTS �-- ELCO CAT. R 2E560 —3/8' ATR rSPRINKLER MAIN/ BRAHCHLINE HANGER B NTS FOR HANGERBTADD A 2X6X2338 WITH 4 NAILS (4) I6d NAILS (2EA)2X6X18 man •.-ir 04._I _-riiiiim :,. i. w. fa!, 1 ANL 2 1/2' MIN FOR BRANCHUNES 3' MIN FOR MAINS 14 MINIMUM 26"0R28" SSI PURLIN HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PIPE SIZE DIM 'A' DIM 'B' DIM 'C' LENGTH OF TRAPEZE PIPE MAXIMUM DISTANCE BETWEEN HANGERS SIZE SCH SF SCH 10 SCH 40 T I 3 SF 8=0" Si (I'-0" 4'-0" 6, 9=0" 15'-0" T2 3 SF 5=0/ 212' 4=0" I, 0" 6// 6- 0"-; 15=0" THRU-BOLT /—(SEE TABLE) A - —TOLCO FIG. 58 SIDE BEAM BRACKET 3/8' ATR SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS Washington Surveying & Rating B PLAN .REVIEWED AS NOTED SEATTLE WASH. NI comments and acceptances relate exclusively to relative effect et earious•cond$tions upon fire insurance rates. They are not to be con - rued as bearing in any way upon the question of whether "due care" hs•been exercised with respect to possible liability fos,personal in- jury or damage to property. 1 reco. z 44ti�� ; : whish n y tete in toss stili exist. HANGER LEGEND MANUFACTURER SPRINKLER LEGEND MODEL ABBREVIATIONS HEAD (ESCUTCHEON FINISH FINISH ORFICE THREAD SIZE SIZE LIABLE RELIA BLE RELIA BLE REG -SSP 212 1 5 I65 I65 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CONTRACT WITH CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE 10-15-97 BY WAB REASON FOR REVISION NEW SWOP DENSITY, SGA_ CORPORATION- 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE 1 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (208)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 PROJECT SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. JOB NO. TOTAL THIS SHEET SIZE OF PIPE SIZE OF BOLT 1- TO r 3/8'.x 4.1/2" 2 1/2' TO 4" 1/2' x 4- 1/2' SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS Washington Surveying & Rating B PLAN .REVIEWED AS NOTED SEATTLE WASH. NI comments and acceptances relate exclusively to relative effect et earious•cond$tions upon fire insurance rates. They are not to be con - rued as bearing in any way upon the question of whether "due care" hs•been exercised with respect to possible liability fos,personal in- jury or damage to property. 1 reco. z 44ti�� ; : whish n y tete in toss stili exist. HANGER LEGEND MANUFACTURER SPRINKLER LEGEND MODEL ABBREVIATIONS HEAD (ESCUTCHEON FINISH FINISH ORFICE THREAD SIZE SIZE LIABLE RELIA BLE RELIA BLE REG -SSP 212 1 5 I65 I65 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND REVISIONS CONTRACT WITH CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE NO. DATE 10-15-97 BY WAB REASON FOR REVISION NEW SWOP DENSITY, SGA_ CORPORATION- 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE 1 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (208)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 PROJECT SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. JOB NO. TOTAL THIS SHEET Oa Imaging Supplies 601437 714 O 0 U) N `10 N z0 , CV F.O. CO L, _ 9 RED // 33�-4 q v 33-4 1 .. �---� 33-4 / Il 5-0 / a (0-012 / 1/ to - II / 1/ 10-11 / I/ S-5'2 1 ,I 5-G'L� 11 II -1'2 I ,I II -1'2 , ,a 5-G12 , II11 5-5'2 10-I:'2 ' I/ / 10-II'Z / 5-1112 286°F // RELIAI3LE 1 G,/ t W BRONZE 1/r VT 212°F 1 RELIABLE SSP G / Yr' G ,, �4 165°F 0 W RELIABLE SSP G CSC K 11 2 1034" 1 F 0 VI/ 1=.0. PI LAsTER 4 I a 2"5PLIT RING 39 A 334 ICwI K BoL7 how 13 -II N 0 10 -II 0-4 142- 1 AFF "3 1 1KtiL `O 2•\ 5 G G ,Co U LL li 0 00 RED g9 M ED 2811551 PURLINS. 8'-o" 0.c, TYPICAL 38AY5. SrLIT RING 27-q 1 0- GREEN 0 (.1 to 27, q N AFF. BOP N O ss HOSE RACK: POTTER-ROMER MODEL 2510-42 ( 1 1/r X 100') 0 \Z v�( K0 40, ev \q, z G YI GREEN ti P GREEN GREEN 9 N Q7 #4 ('I #2. PIPING DETAILS 2 I 0-0 HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: . 39 GPM OVER 600 SQUARE FEET SYSTEM DEMAND AT BOR:2' '7 PM AT,D4.�47 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) co O GIN! A FF 0 N GREEN K 0* e`' ( ) 11 10-11 = I -f 0 0 1 H :~ 42'21 N 0 WAREHOUSE ROOF PLAN 16 Nil N - .�: _� ', _ I -4 SCALE 1 /8"=1'-0" MATCHLINE (CONTINUED ON SHEET 3 OF 4 ) 2 a Z X12 ECCENTRIC REDUCER TOTS pF PIPE PIPE EEN, 0FoVV SFS STARTS AT AN 8I/ FLANGE, 6AFF 10-o 3-q G-3 S3 16 SCALE 1/8"=1'-0" ft 5 1 0-4 CV A u C7i v 1-ra O SYSTEM NO. 1 AREA DESCRIPTION WAREHOUSE 2ND FLR. OFF. CANOPY VOID TOTALS AREA SQ. FOOTAGE 14,500 13.100 750 28,350 NUMBER OF SPRINKLERS 162 510 16 688 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .39 GPM / 5,600 SQUARE FEET. ACTUAL DENSITY: .39 GPM / 5,640 SQUARE FEET. DEMAND AT BASE OF RISER: 2,517.35 GPM AT 104.47 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 2,917.35 GM AT 117.03 PSI (500 GPM TOTAL HOSE ALLOWANCE) SYSTEM NO. 2 AREA DESCRIPTION WAREHOUSE OFFICE MAINTENANCE CANOPY VOID TOTAL AREA SQ. FOOTAGE 833 12,200 9,725 980 11,500 NUMBER OF SPRINKLERS 16 165 87 21 176 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .245 GPM / 3,850 SQUARE FEET. ACTUAL DENSITY: .245 GPM / 3,879 SQUARE FEET. DEMAND AT BASE OF RISER: 1448.22 GPM AT 114.89 PSI (100 GPM INSIDE HOSE ALLOWANCE). DEMAND AT CITY CONNECTION: 1846.22 GPM AT 119.69 PSI (500 GPM TOTAL HOSE ALLOWANCE) • FITTER / LISTER NOTES -WAREHOUSE A F F 11 NFF 1 11 3 -3 AFF 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. INSTALL A FLEXIBLE COUPLING AT THE TOP OF ALL RISER NIPPLES ON RED & BLUE MAINS. 4. ALL BRANCHLINE HANGERS TO BE 2Q U.N.O. 5. ALL 8" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A=18"). 6. ALL 6&8" MAIN HANGERS ON GRID '1' ARE TO BE 6W2 WALL BRACKET'S (A =14"). 7. ALL 4" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A=18"). 8. ALL 2" BRANCHLINE HANGERS ON LINES 191 & 192 ARE TO BE 6W3 WALL BRACKET'S (A=10 3/4"). 9. ALL STUB -UPS TO BE 1 (1-6) U.N.O. GENERAL NOTEL 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE / FLOOR DRAIN. (4" MINIMUM 2. MAINTAIN A 2' ANNULAR SPACE AROUND PIPES PASSING THRU CONCRETE FLOORS. 3. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN (F) WHICH ARE FLEXIBLE. 0 _ RISER PLAN VIEW 0 2 4 SCALE 1/2"=1'-0" 21- -G12. GREEN '9 SYSTEM 2. F F 6/ FDC FLANGE, 61/AFF 24-8 4*_ 271 q„ RC1 RED SYSTEM I. 14 0' GREEN GREEN 906- AFF ___- AFFRED RED Ii AFF 2 EACH 4-5° GG ELLS R0L L BACK TW'oRDS WALL q /O -19 lot 2,44_ 0 8 -NOr- 0 _ 41 t T N 0 0 t RED AFF 4- 1'2y A FF //1 2 - 7'4- AFF RISER DETAIL RISER EQUIPMENT ITEM QTY. 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 2 2 2 2 1 1 SIZE DESCRIPTION 8" DETECTOR DOUBLE CHECK VALVE ASSEMBLY 1/4" 1/2" 8" or VALVE SUPERVISORY SWITCH CHECK VALVE- GRV. X GRV. NRS GATE VALVE NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH MAIN DRAIN PRESSURE GAUGE ASSEMBLY PRESSURE RELIEF VALVE WATERFLOW SWITCH WATERFLOW SWITCH SIGHT GLASS ELECTRIC BELL 12 -HEAD SPARE HEAD CABINET CONTAINING THE MANUFACTURER FEBCO POTTER ELECTRIC GEM MUELLER MUELLER GEM POTTER ELECTRIC POTTER ELECTRIC POTTER ELECTRIC POTTER ELECTRIC FOLLOWING: MODEL # 876 OSYSU-A2 7811 FP A 2360-6 A 2360-6 F 753 PCVS VSR-F VSR-F SPARE SPRINKLERS & WRENCHES SPRINKLERS MANUFACTURER TYPE PM)DEL FINISH ORIFICE THREAD TENH3. QTY. RELIABLE i SSU G BRONZE 17/32- 3/4- 286°F 2 RELIAI3LE SSU G BRONZE 1/r VT 212°F 1 RELIABLE SSP G CHRMIE 1/2" 1/r 165°F 2 RELIABLE SSP G CHROME 1/2' 1/2" 212°F 1 RELIABLE SSP G CHROME 1/2' 1/2" 286°F 1 WRENCHES RELIABLE MODEL D 1 (D) PLAN ftEVIEVIED AS NOTED SEATTLE WASH. cOnitnentS and acceptances relate exclusively to reIative effect el Various conditions upon fire insurance rates. Thcy are not to be con- strued as bearing in any way upon the question of Irticther "due care" has bean exercised with respect to possibIe Ior personal in - result in hiss WI exi., HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SEE HA 1..1 GER DETAILS ON SHEET 30F 4. SYM MANUFACTURER TYPE MODEL HEAD ESCUTCHEON 1-1 H2 RELIABLE R r1-1 ABLE HsW BRONZE BRONZE ORFICE SIZE I au THREAD SIZE TEMP OUANTITY RATING 1.6 • TOTAL THIS SHEET 178 AFF BOB BOD BOJ BOP BOT CTS FO iFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUiT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERwISE -o CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION WAS CONTRACT WITH SGA CORPORATION 6414 204T" STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)439-7410 FAX : (206)439-7391 PAGER : (206)-993-2932 .E SMITK FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CON:TR. REG. NO. SMITHFS1360T Ph: (206)926-11880 Fax: (206)926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DATE DESIGNER 130SKOVICH 8-19- 97 SHEET JOB NO. toco L_ • LD J 1001-d 8 D. EX.8 W • 1 1 6" X 5" STORTZ FDC CONNECTION SFS STARTS AT 8" SUPPLY FLANGE AND 6" FDC FLANGE. UNLEASED WAREHOUSE OCCUPANCY: S1 WAREHOUSE CONSTRUCTION TYPE: qi N SPRINKLERED SHEPARD AMBULANCE OCCUPANCY: - CONSTRUCTION TYPE: /\ SITE PLAN SYMBOLS 1111111 MIN MOO MB OM NEW UNDERGROUND BY SFS NEW UNDERGROUND BY OTHERS EXISTING UNDERGROUND PROPERTY LINE STREET CENTERLINE NEW FIRE HYDRANT EXISTING FIRE HYDRANT NEW YARD POST INDICATOR EXISTING YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX -0o- EXISTING VALVE WITH ROADWAY BOX NEW TWO WAY FIRE DEPARTMENT CONNECTION EXISTING TWO WAY FIRE DEPARTMENT CONNECTION . • • NEW FOUR WAY FIRE DEPARTMENT CONNECTION EXISTING FOUR WAY FIRE DEPARTMENT CONNECTION 0 B OFFICES S3 GARAGE RIA SPRINKLERED LJ Il011ii 1 EX, 8 W SITE PLAN 15 30 45 60 75 NI Al ®i • i i IN =ix i NIii �i ■ ■ i i-■ i=i IN • i=i iTMi=`■ SCALE 1" = 30' WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: TOTAL FLOW: 150 PSI 94 PSII 5,160 GPM DATA PROVIDED BY SCOTT WEBSTER OF WSRB. TEST WAS CONDUCTED IN 1989. 1 / UNDERGROUND NOTES: 1) ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 2) ALL UNDERGROUND PIPING SHALL HAVE 3' MINIMUM BURY (TO TOP OF PIPE). 3) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 4) ALL UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED IN ACCORDANCE WITH THE CIICATIONS AND NFPA 24 (LATEST EDITION). 5) ALL UNDERGROUND PIPNG SHALL BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 6) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQURIED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 390 GPM 10" - 2,400 GPM 6" - 880 GPM 12" - 3,520 GPM 8" - 1,560 GPM 7) ALL UNDERGROUND PIPNG SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. 33'- 4� d 33 4- 281/DEEP SSI PURLINS 8'- O" 0.c, CONG, TILT -UP PANEL'S GLULAI`'i SEAI15. TUBULAR STEEL coLUM ISS. 33'- Yn7Jf1" lateR` I 2 X G STI FF NE RS 24"o.c. Cp R q BATT INSULATION BUILDING SECTION 0 8 16 .ter --;_- - - -MK - W On. SCALE 1 /8"=1'-0" SYSTEM 3. SYSTEM NO. 3 AREA AREA SQ. NUMBER OF DESCRIPTION FOOTAGE SPRINKLERS WASH CANOPY 1,340 13 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .20 GPM / 1,950 SQUARE FEET. ACTUAL DENSITY: .20 GPM / 1,340 SQUARE FEET. DEMAND AT BASE OF RISER: 480.83 GPM AT 111.80 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 630.83 GPM AT 112.43 PSI (250 GPM TOTAL HOSE ALLOWANCE) SYSTEM CAPACITY 20 GALLONS STORAGE ROOM 130 0 8 16 ma �s _ -_ - �,��. no M �9..� . ,�n�.���r_.Ell <In 1 . SCALE 1 /8"=1 '-0" 1'-8" 0 A`"1-- F II "� U X C., h/ 51- A N D F N f1 YELLOW 1 3"x 2'2' WELD T\ REOUCEF' Ca TF 2 3 4 YELLOW RISES DETAIL 0 2 4 SCALE 1/2"=1'-0" RISER EQUIPMENT ITEM QTY. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 SIZE DESCRIPTION 3" DRY PIPE VALVE PRESSURE SWITCH -ALARM SUPERVISORY PRESSURE SWITCH 1 1/4" MAIN DRAIN 1/2" AIR MAINTENANCE DEVICE 3" TAMPERED BUTTERFLY VALVE 90 GAL. AIR COMPRESSOR 10" ELECTRIC BELL GENERAL NOTES. MANUFACTURER STAR POTTER ELECTRIC POTTER ELECTRIC GEM KENNEDY GAST POTTER ELECTRIC MODEL # ,A PS 10-2A PS40-2A F 324 93 W1 1 LAA -32-M 100X PBA 12010 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE. 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN (F) WHICH ARE FLEXIBLE. GENERAL NOTES_ 1. ALL COUPLINGS WITH (F) TO BE FLEXIBLE 2. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A495 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS UUTERNA- DIAMETB END PREP TYPES ALLOWED WEIGHT OF MATER / PWE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.063 0.044 1 1/4 SUPER-FLO • 0.059 1.542 ROLL GROOVED, POLISHED, FLAVIN END ( FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO • 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO * 0.074 2.227 ROLL GROOVED, POLISHED, PLAN END ( FOR BUTT WELDING) 3.456 0.202 2 1/2 SUPER-FLO * 0.074 2.727 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO * 0.074 3.352 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 8.626 0.458 4 SUPER -M.0 • 0.074 4.352 ROLL GROOVED, PLAN END ( FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 •• 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 • • 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA #13 f'\,,ll et SCOPE OF WORK SMITH FIRE SYSTEMS SFS) WIL PROVIDE WET SYSTEMS TO PROTECT THE INTERIOR BUILDING SHELL AND DRY HORIZONTAL HEADS TO PROTECT THE EXTERIOR COMBUSTIBLE CONCEALED SPACES ABOVE THE ENTRY CANOPIES. AN AUXILARY DRY SYSTEM WILL COVER THE EXTERIOF WASH CANOPY. CLAIRIFICATIONS --- SMITH FIRE SYSTEMS WILL BEGIN WORK AT AN 8" FLANGE LEFT BY OTHERS. --- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40` _. TO PREVENT FREEZING. --- SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS PAINTING OR LAE:LING OF SPRINKLER PIPING AND/OR EQUIPMENT. --- ELECTRICAL WIRING OF ANY KIND INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, TAMPER SWITCHES AND WATERFLOW SWITCHES. --- CENTRAL STATION ALARM EQUIPMENT, WIRING AND MONITORING. --- ALL UNDERGROUND WORK. WAREHOUSE: AUTOMOBILE MAINTENANCE: OFFICE'S: Ecct 1 5 -qa-r TUKWILA FIRE DEPARTMENII Please call:575-4407 and give this job and exact address for shu t-aL down or restoration app DESIGN CRITERIA PER CITY OF TUKWILA FOR SPEC. WAREHOUSE. .39 GPM / 5,600 SQ.FT. PER NFPA 13 , 1994 EDITION AND CITY OF TUKWILA. trNf4l3 EXTRA HAZARD GROUP 1: .245 GPM / 3,850 SQ.FT. , PER NFPA 13 , 1994 EDITION AND CITY OF TUCKWILA ORDINARY HAZARD .15 G / , GROUP 1: A EPTE Without Comments As Noted In Red Per TheAttached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city 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 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: / 0 ( 7-0(f>11 By: --i_ c5Lc HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS T U To Lco FIG 58 SBBJ -39 X 2.'a L AG/ 2.X 4X 14'Z HEADER (4) I(od NAILS, TIN STRAP,(2) 313 x G ATR, PI PE RING, SYM MANUFACTURER TYPE 158 X314- x8 UNISTRUT IZ,X3 13,1.18(2)vv� 2." 8y I'4 WASHER HFA D SCREWS, O RELIABLE SSU MODEL G HEAD FINISH ESCUTCHEON FINISH agoNZE PIPE CLAM F. 0 RELIABLE REc - SSP CH ROME C H ROI"tE ORFICE SIZE 'L. 'L THREAD SIZE 'z TEMP RATING I QUANTITY IL I,5 I0 TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION 10-15-47 WA8 NEVV SHOP DENSITY, CONTRACT WITH SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER PHONE FAX SUPERINTENDENT PHONE FAX PAGER . BOB HART : (425)-778-2191 : (425)-778-2196 : JIM SYLVESTER : (206)-439-7410 : (206)439-7391 : (206)-993-2932 r fitse It 57.71: 7 TIT OCT 16 1997 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206)926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. ..,.;DESIGNER SI^.iVIC H DATE SHEET JOB NO. 8-19-97 I OF 4 TI -001 IR .I b/(/, O71 0 HYDRAULICALLY MOST DEMANDING AREA: SYS# 3 DENSITY: . 20 GPM OVER 1 95 0 SQUARE FEET SYSTEM DEMAND AT BOR:480.83GPM AT .I I I.8QPSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) I Uqc ELboVv. TYPICAL 2, of „ 8 - o / 3 -0 10-0~ 7-09 -o 33-4- 33/-4,/ 5'-3'4 64,, W /4, J. 0 0 4-714 13/- I/ 13 0" 0 1 0-6 - / rr 11- 11 125/ ° G, -O. 3 „-0 r G 0 COM6l,15T1 BLE 'Q� GREEN KoOF lq-7 coNc. VVA LL'S 32'25 _ GREEN GVVB SOFFIT c' • ' .ti 1-3 STEEL STUDS w, T l-+ t) I V T CUL 11r'1 IN .5 YoN0 CANOPY SECTION SCALE 1/4"=1 '-0" ac T 9N 10 ,_c1 A f F N 3-5 X 1-8'2 2-4 5-II'Z I'4 14 0 z 2�L2 `�, 2 3'25 )ZS - \ • ti I.7'• - J y _ h '1 . '' v f` C 5 0 A vr`/l�r\DL 4 ¢ 11" 0 F0 vv FIST FL00R 3LA 0 8 16 DOTTO1.1 CHORD h OF BAR JO'ST 4; `' \1 I 1" 4- GRINNE_L FID. o; r- UNIVEPSA. / BEAw1 CLA,J^ g-3'2 $Z-Z'z G, -I 114 1'4 O-8 I 4 7 n 0 WALL 4, V N '71- 1/2 O 0 Z 44.4 0 0 SCALE 1/8"=1'-0" FITTER / LISTER NOTES -FIRST FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. ALL BRANCHLINE HANGERS TO BE 6D U.N.O. (LINES 101 THRU 120) 4. ALL BRANCHLINE HANGERS TO BE 11 1/2N U.N.O. (LINES 121 THRU 124) 5. SEND 25% GRINNELL FIG. 92 TOP BEAM CLAMPS WITH 10" RETAINERS. 6. ALL STUB -UPS TO BE 1 (1-6) U.N.0.( LINES 101 THRU 103 ). 7. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. n Wv'DRAULICALLY MOST DEMANDING AREA: SYS# 2 DENSITY: = Z'1-5 GPM OVER 3,950 SQUARE FEET SYSTEM DEMAND AT BOR: %/ '46,2zGPM AT / /4.89 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) HANGER LEGEND SYM MANUFACTURER D N G131INNELI- FIG q2 TCP (BEAM CLH1,'iP vVITH8"P,,STRA'NER,38ATf' &PIPE RING 2" THREADED SQUAR.= WASHER? 38AZR g. PI PE Hl NG, 38/'�c 214- k WI V' BOLT, -48 RoD COU PL I N G, 38 ATR 8, PIPE R 1 IV G. TOLCo FIG. 58 586, 36)(3L+ KWIK BOLT/ 38A -ER & PIPEP.,NG. O-0 0 • • RELIA$LE RELIABLE RELIABLE P, E L 1ABL.E RELIABLE SPRINKLER LEGEND TYPE MODEL S 5 u 5 S F 5 P 5 5 F 443 E_o G G G P.tc- S Sr P,EL !ABLE HEAD FINISH BRONZE C H Ro1JIf ct1 ROME CHROME CHRoHE BRoNzE ESCUTCHEON FINISH ZPc ,-PA Z PC - PA G I -C - PA CHROME TEMP RATING 165 1 6,5 2 1 2. 2 8 G5 I G5 QUANTITY BRoNZE ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO 44 PIPING DETAILS ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 0 SYMBOL LEGEND NT �I c' I 0 REVISIONS CONTRACT WITH 3 1/2" CONCRETE PAN DECK RETAINER STRAP—' ATP SEE TABLE FcP 3/8" NUTS (2 EACH) 3/8 ATR SPRINKLER MAIN/ r BRANCHL INC HANGER D NTS 1 1 � r f-- - 3/8' x z 14 KVIK BOL' --3/8' ATR SPRINKLER MAIN, j/ BRANCHL INE HANGER S NTS -iANUL ! R h? C COMEVSTIELE KccF CANOPY SECTION STE E 1 - Vv T _VVIT 5TU G5 DIc1 v IT 0 4 8 SCALE 1 /4"=1 '-0" BOTTC , LANCE Cr STEEL PEAL, M:. • I � GPINNELL FIG D - UN'VERSAL PEAL, CLAMP WIDE r''7;LAT H Pr TA, NFP STRA" 3,P. ATR SFr T*D,F rrA SIZE •ul•-1.1 A.,'ro D'N� HAN SER DP • WASHER (7) . t7/7 NT c, ,— HEX NUT & w:. TOI rte• J'- L. OF B/aF 701ST. -3/1' An r((-- MKL SPMCI W,H/ / M.C., M[ HANGER . N CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION I -' VI/kL `I -IOP DENSITY SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)439-7391 PAGER : (206)-993-2932 sisters% Inc SS. PROJECT NIS SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. TOTAL THIS SHEET DATE 8-19-97 SHEET JOB NO. 1 '_ 0 11 0 c0 33- 0 33'- 4- , // BIZ 1' I I- I'2 / // 5- 5'2 , 3 3 - q- / 1/ I0 -11Z. o- ROOM 238 RAISED ACCESS FLOOR. FINISHED FLOOR 6- ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 NON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6" OF SPACE. _N 0 010°GG E LL 'R> Z 12O GG ELL ELFVATOR csi -5 I-3 N ro 25 T tJ o AUXILIARY REMOTE AREA: SYSTEM # 1 DENSITY: .15 GPM OVER 1 00 SQUARE FEET SYSTEM DEMAND AT BOR:49 7 GPM ATI02.76 PSI ( INCLUDES IOD GPM FOR INSIDE HOSE STREAMS 12'X I8 ACCESS #I I" COIN TROL VALVE /4SSEr-1BL`(. PIPING DETAILS NTS 42 SECOND FLOOR PLAN 0 8 -1 6 EN .In.-,_ •-'1_-z e -a. SCALE 1/8"=1 '-0" FITTER / LISTER NOTES -SECOND FLOOR OFFICE 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. (F) DENOTES A FLEXIBLE COUPLING. 3. ALL BRANCHLINE HANGERS TO BE 2B U.N.O. 4. ALL STUB -UPS TO BE 1 (1-6) U.N.O.( LINES 201 THRU 209 ). 5. ALL STUB -UPS TO BE 1 (1-4) U.N.0.( LINES 210 THRU 218). 6. ALL DROPS TO SPRINKLER HEADS TO BE FIELD ORDERED. DIM C 27-4 A FF MATCHLINE (CONTINUED ON SHEET 4 OF 4 ) ROOMS 202 & 246 RAISED ACCESS FLOOR; FINISHED FLOOR 6- ABOVE FINISHED FLOOR. NAS PER NFPA 13-1994 EDITION; PARAGRAPH 4-5.1.1 NON-COMBUSTIBLE CONSTRUCTION AND LESS THAN 6- OF SPACE. SPAN BETWEEN JOISTS SEE TABLE BELOW DIM 'A' I DIM 'B' - NUT AND WASHER I� 1 i HANGER RING 3/8' ROD x 9' LONG WELD TO EACH END 90. OPPOSED HA\GES T 1 DIM C 38X412 B,N.2W. .6— (2) 2X G. X18 W(4)1,,d NAILS. 2'2x9 oR3XIO U -HOOKS TRAPEZE PIPE (FOR SIZE AND SCH SEE TABLE BELOW) PIPE TO BE SUPPORTED (FOR SIZE AND SCH SEE TABLE BELOW) NTS HILTI KWIK-BOLT II 3/8 X334.(2 3/4 MIH EMBED) 2 x 2 x 3/16 ANGLE IRON 1/2 3/16 x 1 1/2 FLAT BAR 3/16V1 1/2 STRUT NUT 2" SQUARE WASHER /2 • 'A' HANGER W ROOF SHEATHING ..GIST OR PURLIN 2 1/2' MIN FOR BRANCHLINES 3' MIN FOR MAINS AG SCREW I MAXIMUMO SIZE ALLOWABLE LOAD 3/8' x 2' '3/8' x 2 1/2' 3/8' x 3' 584 LBS. 775 LBS. 950 LBS. -MAXIMLM LOADS TO BE 5 TIMES THE vEIGHT Cr WATER - FILLED PIPE • 250 LBS. PER NFPA 13-1994 ED., SECTION 2-6.1. NTS 4' NOM .INIMUM NFPA 13 REQUIRES A PILOT HOLE FOR ALL LAG SCREWS. SIZE OF PILOT HOLE TO BE 1/8' LESS THAN ROOT DIAMETER OF LAG SCREV THREADS HANGER I ' -' AG 911 `1,1 A W I 18" W2 9„ W3 1034 MAXIMUM DISTANCE BETWEEN SIZE SCREW .SEE TABLE FOR SIZE RED) TOLCO FIG. 58 SIDE BEAM BRACKET .-SPRINKLER MAIN/ BRANCHLINE ''ANGER H NTS — — ELCO CAT. R 2E560 ATR SPRINKLER MAIN/ HANGER B NTS FOR HANGER BT ADD A 2 %6 X 2338 WITH 4 NAILS (1) I6d NAILS r,o 4.1d (2EA)2X6X18 _pP 9--0,- - 2 1/2" MIN FOR 8RANCHUNES 3" MIN FOR MAINS 14 MINIMUM 26"OR 28" SSI PURLIN HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZETOTAL PIPE SIZE DIM ,A, DIM 'B' DIM 'c' LENGTH OF TRAPEZE PIPE MAXIMUM DISTANCE BETWEEN SIZE SCHHANGERS SF SCH 10 SCH 40 T1 . 3 SF 8= 0// 3" 4-0" g,-0„ 6, 9'--0" 15'-0" T2 3 SF 5-0„ 212" 4=0" l' -o" 6" 61- o" 151-0" HANGER LEGEND SYM MANUFACTURER TYPE SPRINKLER LEGEND MODEL. ABBREVIATIONS HEAD FINISH ESCFINFINISH ORFICE SIZE THREAD SIZE TEMP RATING QUANTITY RELIABLE 5 5 u G • RELIABLE REG -SSP G BR OIJZE — CHROME CHROME • RELIA BLE S S P G CHROME RELIA BLE HS W G BRONZE 2PC-PA 2 PC - PA r I2 I 2 I2 Iz I 1 2 2 I 2 16,5 I&5 IG5 28 5 2 1 7 4 AL TOTAL THIS S HEET .507 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE --o 0 SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. 1 DATE 10- I5-97 BY REVISIONS WAB REASON FOR REVISION NEW SHOP DENSITY. r • CONTRACT WITH THRU-1301-5 TABLE) -•—TOLCO FIG. 53 SIDE BEAM BRACKET r SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESIGNER DATE EOSKOV 48- 19 -97 SHEET 3 O 4 JOB NO. TI -00I SIZE OF PIPE SIZE OF BOLT 1" TO 2 .• 3/8" x 4-1/2" 2 1/2- TO 4" 1/2" x ¢ 1/2" r SPRINKLER MAIN/BRANCHUNE HANGER H2 NTS SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 FAX : (425)-778-2196 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)-439-7391 PAGER : (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DESIGNER DATE EOSKOV 48- 19 -97 SHEET 3 O 4 JOB NO. TI -00I 7'4 F.O. GO L, _ •,' N 33�- 4� 33-4 -0 G-012 / // 10-1I 10-11 • RED h 9 00 N 1,3 0 1c I I 5-512 5 - G'Z 11 1 1'- 1' L 5-5'2 10'- 1112" 10'-IIIZ, 0 if 2 F o. Ni LASTER IO34 e<, a 2 -"SPLIT *c4 (G o 'R‘ Q\ 39 X 334 I Vvi K BOLT I00 NIO to GREEN 11C GREEN 0 u, 0 co 4- 6E AM GREEN CoW 1 GREEN GREEN Co N lrJ N 0 Q1 27-q AFF M 0 N BOP N 1'2 1-3'2. -4 ) M Q N 0; I0 N 010 tit HOSE RACK: POTTER-ROMER MODEL 2510-42 ( 1 1/2" X 100' ) 0 o \9 4- N Im ti 9 co UJ J CD 0WI 0 k_ H O O No co U a 28"55I PURLINS O. G, TYPICAL 313AY5• 0 N Io TFOW r 4111 O N BOP M 9 L'? Q Eb €3. N 4o N g N 0 co 41_2,) 12 � 1p N FIFO / L_I Qv 0-4 14/- I' 0. AFF v ,0 143 oP 21s Pt_ yr RING to. .'8 X 3-4 Kw! K BOLT. o- 4- #2. PIPING DETAILS 44 -2 XI'2 EccENTRIG REDUCER To F$ •of PIPE ARE EVEN, N 1iD 0 a 0 F 0 VV SFS STARTS AT AN 8" FLANGE, 6"AFF 10-0 HYDRAULICALLY MOST DEMANDING AREA: SYS# DENSITY: .39 GPM OVER 51,600 "QUARE FEET SYSTEM DEMAND AT BOR: Z PM AT1,04,(17 PSI (INCLUDING 100 GPM FOR INSIDE HOSE STREAMS) €13 N 0 14/ -.Ili AFF 9 4' 0 0 co m LU J W J 0 0 m m m w J co 0 N 1 7 4 4 4, ()-11-,4 t) 10-11 = I-1 4, 4 S -d 1 42'Z B N d - N 4- 8-z M 6L8 off' k -ti (,J K Q\ Q\ WAREHOUSE ROOF PLAN 0 8 16 S, ��Ill, NI M .. MN =1 Ell NM MI1 VIII SCALE 1/8"=1'-0" 2-5 k 4 8-6'2 4 , 4 -C, GO BT CTS (N , -Amu- e2 gr�4I 0-621 MATCHLINE (CONTINUED ON SHEET 3 OF 4 0 SCALE 1/8"=1'-O" #5 SYSTEM NO. 1 AREA DESCRIPTION WAREHOUSE 2ND FLR. OFF. CANOPY VOID TOTALS AREA SQ. FOOTAGE 14,500 13.100 750 28,350 NUMBER OF SPRINKLERS 162 510 16 688 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .39 GPM / 5,600 SQUARE FEET. ACTUAL DENSITY: .39 GPM / 5,640 SQUARE FEET. DEMAND AT BASE OF RISER: 2,517.35 GPM AT 104.47 PSI (100 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 2,917.35 GPM AT 117.03 PSI (500 GPM TOTAL HOSE ALLOWANCE) SYSTEM NO. 2 AREA DESCRIPTION WAREHOUSE OFFICE MAINTENANCE CANOPY VOID TOTAL AREA SQ. FOOTAGE 833 12,200 9,725 980 11,500 NUMBER OF SPRINKLERS 16 165 87 21 176 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .245 GPM / 3,850 SQUARE FEET. ACTUAL DENSITY: .245 GPM / 3,879 SQUARE FEET. DEMAND AT BASE OF RISER: 1446.22 GPM AT 114.89 PSI (100 GPM INSIDE HOSE ALLOWANCE), DEMAND AT CITY CONNECTION: 1846.22 GPM AT 119.69 PSI (500 GPM TOTAL HOSE ALLOWANCE) 1 FITTER / LISTER NOTES -WAREHOUSE IO'CO" A F F q'-o" HFF r1 3 -3 1 2 RISER PLAN VIEW GREEN SYSTEM 2. GREEN GREEN 11/45 0 0 FDC FLANGE, 61 AFF 8 24-8 ilLt)°'e 931 REC SYSTEM I. GREEN LLJ RED RED 11 9110 -181 RED RED CfN 1. USE NEW SHAPED NIPPLE TAKE-OUTS. 2. ( F DENOTES A FLEXIBLE COUPLING. 3. INSTALL A FLEXIBLE COUPLING AT THE TOP OF ALL RISER NIPPLES ON RED & BLUE MAINS. 4. ALL BRANCHLINE HANGERS TO BE 28 U.N.O. 5. ALL 8" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A =18"). 6. ALL 6&8" MAIN HANGERS ON GRID '1' ARE TO BE 6W2 WALL BRACKET'S (A =14"). 7. ALL 4" MAIN HANGERS ON GRID 'D' ARE TO BE 6W1 WALL BRACKET'S (A=18"). 8. ALL 2" BRANCHLINE HANGERS ON LINES 191 & 192 ARE TO BE 6W3 WALL GENERAL NOTES. 1. DISCHARGE MAIN DRAIN TO A SAFE LOCATION OUTSIDE / FLOOR DRAIN. ( 4" MINIMUM ) 2. MAINTAIN A 2" ANNULAR SPACE AROUND PIPES PASSING THRU CONCRETE FLOORS. 3. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED WITH AN ( F ) WHICH ARE FLEXIBLE. RISER DETAIL RISER EQUIPMENT ITEM QTY. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 2 2 2 2 1 SIZE DESCRIPTION 8" DETECTOR DOUBLE CHECK ALVE ASSEMBLY 6" 1/4" 1/2" VALVE SUPERVISORY SWITCH CHECK VALVE- GRV. X GRV NRS GATE VALVE NRS GATE VALVE WALL POST INDICATOR VALVE SUPERVISORY SWITCH MAIN DRAIN PRESSURE GAUGE ASSEMBL' PRESSURE RELIEF VALVE 8" WATERFLOW SWITCH WATERFLOW SWITCH 1" X 1/2" SIGHT GLASS 10" ELECTRIC BELL MANUFACTURER FEBCO POTTER ELECTRIC GEM MUELLER MUELLER GEM POTTER ELECTRIC MODEL # 876 OSYSU-A2 7811 FP A 2360-6 A 2360-6 F 753 PCVS POTTER ELECTRIC VSR-F POTTER ELECTRIC VSR-F POTTER ELECTRIC PBA12010 12 -HEAD SPARE HEAD CABINET CONTAIhING THE FOLLOWING: SPARE SPRINKLERS & WRENCHES SPRINKLERS MANUFACTURER TYPE RIMEL FINISH ORIFICE THREAD TEMP. QTY. RELIABLE SSU G BRONZE 17/32" 3/4" 286°F 2 RELIABLE SSU G BRONZE 1/2" 1/2" 212°F 1 RELIABLE SSP G CHROME 1/2" 1/2" 165°F 2 RELIABLE SSP G CHROME 1/2" 1/2" 212°F 1 RELIABLE SSP G CHROME 1/2" 1/2" 286°F 1 RELIABLE REC-SSP G CHROME 1/2" 1/2" 165°F 4 RELIABLE HSW G CHROME 1/2" 1/2" 165°F 1 WRINCHES HANGER LEGEND 1SPRINKLER LEGEND ABBREVIATIONS SEE HANIGER DETAI LS ON SHEET .3 oF SYM MANUFACTURER TYPE MODEL RELIABLE SSW H2 RFLIABLE 3 HEAD FINISH BRONZE BRONCIE ESCUTCHEON FINISH BRONZE ORFICE SIZE 17 it 3-2 all THREAD SIZE TEMP RATING al 2 - QUANTITY TOTAL THIS SHEET 78 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK • BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE DATE BY VYA REVISIONS NEW SHOP DENSIT Y, REASON FOR REVISION CONTRACT WITH SGA CORPORATION 6414 204TH STREET SW SUITE 200 LYNNWOOD, WA. 98036 PROJECT MANAGER : BOB HART PHONE : (425)-778-2191 SUPERINTENDENT : JIM SYLVESTER PHONE : (206)-439-7410 FAX : (206)439-7391 PAGER : (206)-993-2932 SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 98424 CONTR. REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT SHEPARD AMBULANCE 13075 GATEWAY DRIVE TUKWILA, WASHINGTON. DEStGNER DATE SHEET JOB NO. BOSKOV ICH 4 OF Li REST ROOMS Partial is t Floor Fire Alarm Plan 1/8- = 1' - 0 " N OFFICE OFFICE r r r r CONFERENCE //JJ4,-IIIlJ//4,- VIII OFFICE I JJd JJJJ OPEN OFFi'CE STORAGE • PN l • OPEN TO • BELOW REST ROOMS Mezzanine Fire Alarm Plan 1/8 " = 1' - 0 FLAG NOTES : P RELOCATE EXISTING DEVICE TO L OCA TION SHOWIIL INSTALL NEW DEVICE CONNECT TO EXISTING i/TIATIIIG/6VTICATING CIRCUIT. E TE Without Comments As Noted In Red 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 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 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: 8//0/98 By: Akil Sl/ ,.ai.vs..a-e•r TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. N,V f/%c� and exact address for shut. down or restoration approval. FIL SYMBOL LEGEND E FRE ALARM CCEiTRCL PNEL idNILIA_ RLL STATEN. WALL !4+CLI cT 048E ES AFE: FRE ALARM FRN STRC E LGT. WALL MaNT 0 80 PC ES CR 6 INCL E$ "a CW CELL% EVER S LOWER. FRE ALARM SIRCEE LIGHT. WALL i~aNr 080 NC -ES CR 6 NC E M_CW CELtG WICH £vER I5 LOWER NICATES EV T1G CEVICE Prot hkrne E EGMING PRESS A., AUG e los 13075 GATEWAY DR. TU(WLA, WA Datc 8/4/98 T -rc.n =y. ,r I- Nt ALARM ccis As swan =ye ALA F.�=t;1A( avec Lt;: Date Revs:c r. ACE FIRE A A1-800-354-1555 SECURITY SYSTEMS A MLL_ M Alma ferry rn. A" P.O. BOX 3865 LACEY, WA. 38508 d Of- 1 4 1006 20-0 Z5 -O BELOW MEZZ SPRINKLER PLAN 0 8 16 SCALE 1/8"=1'-0" BRANCHLINE FIELD ORDER AIR/IOVER 1" D+?oP I (I - 3) TOE. TYP. ACT AT APPRbX 8 -10 APF FIRST FLOOR DROP DETAIL NTS BELOW MEZZ. FITTER/LISTER NOTES: 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2) ALL DROPS TO ARMOVERS TO BE 1(6'-6") WITH 1" 90° ELBOW MADE ON. 3) ALL DROPS TO REC-SSP TO BE 1(1'-3") TOE. 4) ALL ARMOVERS 1'-0" OR LONGER REQUIRE A HANGER. 5) ALL BRANCHLINE HANGERS TO BE 17T UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(0'-8") TYPICAL. 20-0 Z5 - CEILING &R►D START MINT Z -O 0 I-4 0-5 1- M M 2 L— Z 21z I -L O O ABOVE MEZZ SPR PLAN PI X61 0 8 16 SCALE 1 /8"=1'-0" 51-40 4e- ( ' k1/ W. Ptd. TMtt.W.aD (CM") A1.tr7 I,. -Ir- 1Z1I4tt P F'L GLdMr 01114. 2. pEt - coLuMU) isfrriVF- PC -6,14642.-- i W -4Z sck14 WWi040. ce- 1 ,pIGV- MI—A4 L - AfF CENTER MAIN BELOW 28" 551 JD 1ST Z x Z" MECH TEE ABOVE MEZZ. FITTER/LISTER NOTES: 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2). ALL DROPS TO BE 1(2'-0") TOE. 3) V) = 2 X 1" MECHANICAL TEE. 4) ALL ARMOVERS 1'-0" OR LONGER REQUIRE A HANGER. 5) ALL ARMOVER HANGERS TO BE 25 1/2B TYPICAL, UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(1-6) TYPICAL. 8) SUSPENDED CEILING IS AT 9'-0" TYP. AFF. HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS B ELCO ZE '710, 3/g' ATR, 111 HANGER RING, T PIPE TRAPEZE SYM MANUFACTURER TYPE 00 RELIABLE RELIABLE 55U 55U RELIABLE 55P RELIABLE $ 4- PLUG 55P MODEL G G G HEAD FINISH BRA• ISIZZ 1�R2 HIL ESCUTCHEON ANISH ORFICE SIZE ih. 17/32' CHR THREAD SIZE tit" TEMP RATING 11,5' Lea 1'5° 1(,5' QUANTITY 33 14 57 IS TOTAL THIS SHEET 110 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE 4 - CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION 09/01198 156 AS - BUILT` CONTRACT WITH SGA CORPORATION 6414 204TH STREET S.W. LYNNWOOD, WA 98036 PROJECT MANAGER : PHONE : FAX : SITE SUPERINTENDENT : CELL PHONE : BRIAN MERISKO (425) 778-2191 (425) 778-2196 RON HAMMEL (206) 300-9112 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING FIRE PROTECTION SPRINKLER SYSTEM TO PROTECT THE BEGINNING PRESS T.I. SFS WILL START WORK AT THE EXISTING PIPING AND ADD AND RELOCATE SPRINKLER HEADS AS NECESSARY TO ACCOMMODATE THE NEW TENANT WALLS. CLARIRCATIONS — ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F BY OTHERS TO PREVENT FREEZING. --- SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT, EXCEPT AS REQUIRED BY NFPA 13. ELECTRICAL WIRING OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, WATERFLOW SWITCHES, AND TAMPER SWITCHES. --- CENTRAL STATION MONITORING EQUIPMENT, WIRING, AND MONITORING SERVICES. DESIGN CRITERIA OFFICES: PER NFPA /13, 1994 EDITION, WSRB, AND CITY OF TUKWILA ORDINARY HAZARD GROUP 1 .13 GPM / 3000 SQUARE FEET WAREHOUSE: PER CITY OF TUKWILA FOR SPEC WAREHOUSE .39 GPM / 5600 SQUARE FEET 3/0' ROD x 9' LONG VELD TO EACH END HANGER RING / FIELD DRILL 3 g: HOLE SPAN BETWEEN JOISTS SEE TABLE BELOW ATR ROOF SHEATHING TRAPEZE PIPE (FOR SIZE AND SCH SEE TABLE BELOW) PIPE TO BE SUPPORTED (FDR SIZE AND SCH SEE TABLE BELOW) • HANGER 'T NTS 5/8 x 2 LAG SCREW GRINNELL FIG 262 SHORT STRAP HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PIPE SIZE . DIM DIM 'A' 'B' DIM 'C' TOTAL LENGTH OF TRAPEZE i PIPE I MAXIMUM DISTANCE BETWEEN HANGERS SIZE SCH SF SCH 10ISCH .40 T 2 5 F 2— 0 I VARIES I VAKIES 0- 6 i 3" — 0� 15 — 0 • AREA OF WORK 0 ACCE TE Without Comments As Noted In Red 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 omissions which do not authorize violations of adopted sndards and ordinances. The responsibility for the •Iacal-Iacy of rlaaign r2 t3 tntaJy with tho dcoigncr. •Iditions, deletions or revisions to these drawings after a date will void ...submittal of revised drawingsd} for subsequent require approve,,,occrbEcif Final acceptance is subject to field test and inspectici NTS The Tukwila Fire Prevention Burea Date: fig TUKWILA FIRE DEPARTMENT Please can: 575-4407 and give this job No. ?e._ ye/r%D and exact address for shut- down or restoration approval. AS BUILT SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. • Tacoma, WA 98424 CONTR. REG. NO. SMITHFS13SOT Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT BEGINNING PRESS T.I. 13075 GATEWAY DRIVE TUKWILA, WA -. 98068 DESIGNER DATE SHEET JOB NO. BARRY G. 07/ 15/98 I OF I T I — 077 E M M 20-o Z5 -O BELOW MEZZ SPRINKLER PLAN 0 8 16 — M —, SCALE 1/8"=1'-0" BRANCHLINE FIELD FIELD ORDER ARMOVER - 1" D►?0P 1(1- 3) TOE -ryP. ACT AT APPiRIX -10 AFF FIRST FLOOR DROP DETAIL NTS HANGER LEGEND 1 BELOW MEZZ. FITTER/LISTER NOTES: • 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2) ALL DROPS TO ARMOVERS TO BE 1(6'-6") WITH 1" 90° ELBOW MADE ON. 3) ALL DROPS TO REC-SSP TO BE 1(1'-3") TOE. 4) ALL ARMOVERS 1'-O" OR LONGER REQUIRE A HANGER. 5) ALL BRANCHLINE HANGERS TO BE 17T UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(0'-8") TYPICAL. SPRINKLER LEGEND (TD) • M M 0 0 N In 0 O ABBREVIATIONS 20-0 25 - CEILING GM STARTPOINT pI rum.' 0 8 16 IMO1 1_.11181. SCALE 1 /8"=l '-0" El.to le- (0°"5' W/ It, ALL 114120,6S7 (ct /0.117 1s fit -4 r P.1NE4 PIS Gt41Mr' MIN. Z sE¢ COLu iu) iti;ITV9- r1 - A 0+1r eta -4Z,& (it'Kkvo WW1 1 SYMBOL LEGEND -t7T14L- 1 PT 44) ABOVE MEZZ. FITTER/LISTER NOTES: 1) ALL PIPE AND MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 2) ALL DROPS TO BE 1(2'-O") TOE. 3) (*) = 2 1/2" X 1" MECHANICAL TEE. 4) ALL ARMOVERS 1'-0" OR LONGER REQUIRE A HANGER. 5) ALL ARMOVER HANGERS TO BE 25 1/28 TYPICAL, UNO. 6) ALL COUPLINGS TO BE RIGID, UNLESS NOTED (F), WHICH ARE FLEXIBLE. 7) ALL STUB -UPS TO BE 1(1-6) TYPICAL. 8) SUSPENDED CEILING IS AT 9'-O" TYP. AFF. C E TE Without Comments As Noted In Red Q Per The Attached Letter ITese plans have been reviewed by The Tukwila Fire ' evention Bureau for conformance with current city 1. :iandards. Acceptance is subject to errors and !omissions which do not authorize violations of adopted vicar'-:,." �; i .-:: ordinances. The responsibility for the ioquecy e design rests totally with the designer. . iiti :ns. 'deletions or revisions to these drawings after in(d to will void this acceptance and will require a i rc:- h; nittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burepu. Date: 13/3/q6 By: REVISIONS B T ELCO ZE '710, 's/6' ATK , &, I" HANGER RING. SYM PIPE TRAPEZE MANUFACTURER RELIASL RELIABLE TYPE MODEL HEAD FINISH ESCUTCHEON FINISH OFFICE SIZE THREAD SIZE TEMP RATING OUANTITY KEIJ A$LE 55 55U 5505 G G 5K2. !Z" 17/5Z" L " 3 14 0 RELIABLE 55P CHR CHR 1/z 1(.5" 57 .54. PLu& IS TOTAL THIS SHEET 110 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT OF SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE . DATE BY REASON FOR REVISION TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Fig- 7Cl d and exact address for shut. down or restoration approval. FILE CONTRACT WITH SGA CORPORATION 6414 204 STREET S.W. LYNNWOOD, WA 98036 PROJECT MANAGER : PHONE : FAX : SITE SUPERINTENDENT : CELL PHONE : BRIAN MERISKO (425) 778-2191 (425) 778-2196 RON HAMMEL (206) 300-9112 COPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING FIRE PROTECTION SPRINKLER SYSTEM TO PROTECT THE BEGINNING PRESS T.I. SFS WILL START WORK AT THE EXISTING PIPING AND ADD AND RELOCATE SPRINKLER HEADS AS NECESSARY TO ACCOMMODATE THE NEW TENANT WALLS. CLARIFICATIONS — ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MMAMUM OF 40°F BY OTHERS TO PREVENT FREEZING. — SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. EXCLUSIONS - PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT, EXCEPT AS REQUIRED BY NFPA 13. ELECTRICAL WIRING OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, ELECTRIC BELL, WATERFLOW SWITCHES, AND TAMPER SWITCHES. - CENTRAL STATION MONITORING EQUIPMENT, WIRING, AND MONITORING SERVICES. DESIGN CRITERIA OFFICES: PER NFPA #13, 1994 EDITION, WSRB, AND CITY OF TUKWILA ORDINARY HAZARD GROUP 1 .13 GPM / 3000 SQUARE FEET WAREHOUSE: PER CITY OF TUKWILA FOR SPEC WAREHOUSE .39 GPM / 5600 SQUARE FEET SPAN BETWEEN JOISTS SEE TABLE BEL"Ov ROOF SHEATHING 3/8' ROD x 9' LONG WELD TO EACH END HANGER RING fi ATR -- FIELD DRILL 'V HOLE TRAPEZE PIPE CFEIR SIZE AND SCH SEE TABLE BELOW) PIPC TO PC SLPPORTCD (FOR SIZE AIL) SCH SEC TABLE BELOW) HANGER `T" NTS CINELL FIG 262 SHORT STRAP 5/8 x 2 LAG SCREW HANGER TYPE PIPE TO BE SUPPORTED SPAN BETWEEN JOISTS TRAPEZE PIPE SIZE DIM. 'A' DIM 'B' DIM 'C' TOTAL LENGTH OF TRAPEZE ISIZE MAXIMUM DISTANCE BETWEEN HANGERS SCH SF SCH 10 SCH 40 T 2 S F 2'- O" 1 - VARIES VARIES 0= 6' 3'- 0- 15�- 0" AREA OF WORK RISER KEY PLAN NTS ��( 9 S 0C/ la �gf J JULY. ILE SMITH FIRE SYSTEMS, INC. 1106 54th Ave. E. Tacoma, WA 96424 CONTR. REG. N0. SMITHFS1360T Ph: (206)926-1880 fax: (206) 926-2350 PROJECT BEGINNING PRESS T.1. 13075 GATEWAY DRIVE TUKWILA, WA. 98068 DESIGNER DATE SHEET JOB NO. BARRY G 07/15/98 IOFI T I - 077