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Home My WebLink AboutPP - 12300 EAST MARGINAL WAY SOUTH - KING COUNTY METRO GARAGE - PERMITS AND PLANS12300 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 19-F-030 00-F-317 00-5-350 SITE LOCATION 230° Marginal Way South Tenant Name: Old GHC Parking Garage c/o KING COUNTY DES FBOD New Tenant? ❑- Yes - No Property owner's Name: Old GHC Parking Garage c/o KING COUNTY Mailing Address: 401 - 5TH AVENUE, CNK -ES -0320 Seattle WA 98104 City State Zip Site Address: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION' Applications and plans must be complete in order to be accepted for plan revie FIRE PROTECTION SYSTEMS PERMIT APPLICATION‘- **PLEASE PRINT** King Co. Assessor's Tax No.: 4 7340600480 Suite Number: Floor: CONTACT PERSON -if there are questions about the submittal. Name: Shawn Sewell Day Telephone: 360.647.0110 EXT 363 Company Name: Guardian Security Mailing Address:1501 Kentucky St. Bellingham, WA 98229 E-mail Address: ssewell@guardiansecurity.com City State Zip Fax Number: Contractor's City of Tukwila Business License number: GUARDSS233K5 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 500 Scope of Work (please provide detailed information): Install AES radio to monitor existing system PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASme, N, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ��.•ll�� UU BUILDING OWNER OR AUTHORIZED AGENT: jAj 1 30 2019 Signature: TUKWILA FIR Date: 1/30/2019 tlY Shawn Sewell `''' 60.647.0110 Print Name: ne: 12300 E MARGINAL WY S Plan Permit App.doc 19-F-030 TFD FP Form 8 INSPECTION NUMBER INSPECTION' RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project :a / / gei,fri iy9 179 Type of Inspection: Address: Suite #: /Zo flit ontact Person: Special Instructions: Pre -Fire: Phone No.: 74pproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fft- l--//1 3 Date: /Z / / 4, Hrs.: / . o $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: Zlip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 FIRE ALARM COMMUNICATOR EQUIPMENT LIST: C ct _ R-630 An equipment list, or bill of materials shall be provided to the customer and be part of contract documents. BILL OF MATERIALS: Note: product data sheets may not be available for all parts. Bill of materials subject to field changes. QTY Product ID Product Description 1 7788 AES Fire Communicator 1 7794 AES Intellitap Module BATTERY CALCULATION: Standby Alarm Standby Alarm Part Number Equipment Qty Each Each Total Total (amps) (amps) (amps) (amps) 7707 Communicator 1 0.20000a 0.90000a 0.20000a 0.2000( 7794 Intelligent Reporting Module 1 0.00500a 0.32000a 0.00500a 0.3200( TOTAL DRAW P' 0.00500a ' 0.3200( STANDBY - (DRAW) X (24) HOURS 0.1200 ALARM = (DRAW) X 10 MINUTES (.17) 0.0544 TOTAL ALARM AND STANDBY 0.17 amp/hrs TOTAL ALARM & STANDBY WITH 1.2 DERATING FACTOR 0.20 amp/hrs BATTERY BACKUP = USE 1 EA 12.0 AMP/HR BATTERY 12:1111,51 Panel is EST-3 located in electrical room on 1st floor by entrance. AES Radio to be installed next to panel and antenna ran to the roof of 3rd floor. Old GHC Parking Garage 12400 Marginal Way South. Tukwila, WA 98168 ACCEPTED Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire nn '.enOon Bureau for conformance with current City -1-rndards. Acceptance is subject to Fors and ;;fissions which Co rot authorize violations of adopted ndards arm ordinances. The responsibility for the ;F�;uacy of aesig+ k•e s totally with the designer. .c Ftions, deletions b ri: visions to these drawings after tris dare wilt void this u,'°:eptance and will require a esubmittai of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Cate: -�� By: 5 1 1 .` `�4ti'r.l•.I 1 5:.6,. Vp tml .�.i 4 .9■ Plea e call 206-575-4407 'and give this Fire Permit No. I? -F -o 30 and exact address for shut- down hutdown or restoration approval. 540'-O" 15 20 000moisoct rgLOLO:;rr' 0404,04?„ 7A al It 11. 0 roilEIT NG A,B A,B 8A,B ;1111111111MINIMMI ONDICATING E 3 NW -0M 4:1-2B RAM UP A,B c 8A,B y Standby Battery Calculations Edwards LSS Series Control Panels Project: Group Health Parking Garage Date: 9-13-00 Standby Power Required Quiescent (Ts) Alarm (Ta) 24 Hours 5 Minutes Qty Module Type Current (Amps) Quiescent Alarm Total Load Quiescent, Alarm 1 LSS Common Control 0.1000A 0.3840A 0.1000A 0.3840A .0 4ZEXP Initiating Zone Card 0.0860A 0.1470A 0.0000A 0.0000A 2 8ZEXP Initiating Zone Card 0.1160A 0.1270A 0.2320A 0.2540A 0 4IAC Alarm Card 0.0035A 0.1270A 0.0000A 0.0000A 2 4REXP Relay Card 0.0030A 0.0920A 0.0060A 0.1840A 0 LSSPS Aux. Power Supply 0.0000A 0.0350A 0.0000A 0.0000A 0 RSACPU Remote Annunciator 0.0800A 0.0800A 0.0000A 0.0000A Heat Detector MBPR Line Reversing 202-75PS 75 Cd Strobe S.G. 2" Dp. * 0 (Non -Remote Trouble) 0.0000A 0.0000A o RTU (Remote Trouble) 0.0370A 0.2750A 0.0000A 0.0000A o RMOD Releasing Module 0.0650A 0.3750A 0.0000A 0.0000A External Load BPS 10 Extended Signal Panel Surface Wall Mount 2 Smoke Detectors 0.00003A 0.0550A 0.00006A 0.0110A 0 Duct Detectors 0.00003A 0.0550A 0.0000A 0.0000A 0 Horn 0.0000A 0.0400A 0.0000A 0.0000A 0 Horn/Strobe 15 Cd 0.0000A 0.0890A 0.0000A 0.0000A 0 Horn/Strobe 30 Cd 0.0000A 0.1450A 0.0000A 0.0000A 0 Horn/Strobe 75 Cd 0.0000A 0.1730A 0.0000A 0.0000A 0 Horn/Strobe 110 Cd 0.0000A 0.2590A 0.0000A 0.0000A 0 Mini -Horn 0.0000A 0.0100A 0.0000A 0.0000A 0 Mini-Horn/Strobe 15 Cd 0.0000A 0.0800A 0.0000A 0.0000A 0 Mini -Horn / Strobe 30 Cd 0,0000A 0.1150A 0.0000A 0.0000A 0 Mini -Horn / Strobe 110 Cd 0.0000A 0.2290A 0.0000A 0.0000A 0 Strobe 15 Cd 0.0000A 0.0490A 0.0000A 0.0000A 0 Strobe 30 Cd 0.0000A 0.1050A 0.0000A 0.0000A 0 Strobe 60 Cd 0.0000A 0.1550A 0.0000A 0.0000A 0 Strobe 75 Cd 0.0000A 0.1330A 0.0000A 0.0000A 0 Strobe 110 Cd 0.0000A 0.2190A 0.0000A 0.0000A 0 Bell 0.0000A 0.0300A 0.0000A 0.0000A Is: TOTAL SYSTEN STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (5A Max) Amp Hour rating of system Battery Size to be used C = .[Ts * Is + Ta(la + Is)] * K Where C = Battery Capacity Ts = Time duration in standby (Hours) Ta = Time duration in alarm (Hours) = 0.338A la= 0.833A K = 1.2 (reserve factor) Is = standby current la = Alarm Current c= 9.9 AH 12.0 AH A,B rn r 2A, a-- 4B r- FACP wpm MIME --.111,./mittr111111111111 Mill ENTER Leve 0 GI INDICATING ZONE 4 -2AB Gi 2A, RAMP DN. 0 IT 0 -J INDICATING zONE 5 2A, B • 111 2A,B-' EOLIVDICATING zONE 6 ne SYvBOL LEGI\3 SYMBOL PART NO. DESCRIPTION MOUNTING 3 LSS4/36 Fire Alarm Control Surface Wall Mount 5'6" AFF 5 FACP 6 LEVEL 2 ELEV. LOBBY HEAT DETECTOR 7 LEVEL 3 ELEV. LOBBY HEAT DETECTOR 8 LEVEL 1 FACP SMOKE DETECTOR 9 F 10 276B-1110 Manual Pull Station 4" Sq. w/ S.G. Ring 48" AFF 0 6270B 6251B -001A Photoelectric Detector Base for Above 4" Oct. Ceiling Mount P N/A Sprklr. Pressure Switch Connection Only 018) N/A Spklr. Hi/Lo Supervisory Switch Connection Only IIIN/A Sprinkler Tamper Switch Connection Only P4 757H-75PS 75 Cd Horn / Strobe 4"Sq. 1 1/2" w/ 1 1/2" Ext. * 41) 2833 -PL Heat Detector 4" Oct. Ceiling Mount 202-75PS 75 Cd Strobe S.G. 2" Dp. * MR101/C Remote Auxiliary Relay Surface Mount BPS 10 Extended Signal Panel Surface Wall Mount ESP i t MBG1024R WM3T24FR 10" Bell Exterior Strobe WBBR W/P Back Box (2 each) WISE LI-GE\D A 2 # 16 Ga. Wire Initiating Circuit B 2 # 12 Ga. Wire Indicating Circuit E 3 # 16 Ga. Wire Elevator Recall Circuit * SHALL BE LOCATED NOT LESS THAN 80 INCHES ABOVE FLOOR LEVEL, OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER. FIRE ALARM FRONT PANEL DISPLAY CEN TER AL MONITORING ZONE REPORTING 1 MANUAL PULL STATION LEVEL 1 2 MANUAL PULL STATION LEVEL 2 3 MANUAL PULL STATION LEVEL 3 4 ELEV. MACHINE ROOM SMOKE DETECTOR 5 LEVEL 1 ELEV. LOBBY HEAT DETECTOR 6 LEVEL 2 ELEV. LOBBY HEAT DETECTOR 7 LEVEL 3 ELEV. LOBBY HEAT DETECTOR 8 LEVEL 1 FACP SMOKE DETECTOR 9 AREA 1 SPRINKLER PRESSURE SWITCH 10 AREA 2 SPRINKLER PRESSURE SWITCH 11 AREA 3 SPRINKLER PRESSURE SWITCH 12 AREA 4 SPRINKLER PRESSURE SWITCH 13 SPRINKLER HI/L0 SUPERVISORY PRESSURE SWITCHES 14 SPRINKLER VALVE SUPERVISON SWITCHES 15 SPARE 16 SPARE 3RD 4A,6 2ND 1 ST FIRE ALARV -D AGRAV \ERAL \OT =s 1. Installation shall be accomplished in strict compliance with NFPA, Local & State Authorities and Contract Drawings. 2. All conduit sizing and routing by Electrical contractor per NEC or AHJ. 3. Verify ail locations of devices with electrical/architectural plans. Scale and place all devices per electrical plans/architectural plans. 4. Prior to installing any wire, review of system requirements shall be confirmed with Electronic Systems field technician. Wire routing is 5. Confirmation of field device mounting, termination and quantities will be completed prior to any installation of devices. 6. Smoke Detectors shall not be located within 4'-O" of air diffusers. 7. Dust covers must be left on all smoke detectors until final construction cleanup is completed. 8. AictacEtartirniliblairbtitudt-ceOt tIndwiNtsIi tuatUghd:Wtidctotiltd routing. conductor routes shall be kept by project foreman for use by Electronic Systems field technician. 9. All circuits will be properly tagged and rang out for opens, grounds, shorts, and proper end of line resistance. Each circuit's meter reading must be documented and presented to Electronic Systems field technician upon his initial arrival on site for checkout and other field services. 10. FACP shall not be energized without the presence of ESC technician. 11. Electronic Systems services include pro ra ming, central control term- ination, installation supervision assistan e and checkout ass's ance. Notification for these services must bel made ten working days in advance. 12. A contractor provided Electrician famili will assist continously ESC field technic 041 She,LL 14* SiLizvw, \A1R SUtc's o\ 'J_ FILE r with th ins an until project is EJ Without Comments As Noted In Red Per The Attached Letter a a • TE complete. El 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 eureau. Date: 1 (.01..) By: 12300 E MARGINAL WY S 00-F-317 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval. 1 Cs1 (413 :9-1 si Val ....... 1Wil • • • v6LEN trf sh (e) if) .23Ze 7 r C ZONE 1 SING 49 C C 49 2A,2 &A, 2B--© 54 it 4A,B-1 UP STAIR #3 223 F 4A,B—' 4A,0 EOL�I itbNE12NG N Leve Two 540'-0" 14 9 A,2B C C 20 C C 20 25 25 21 DN. UP "'L INDICATING ONE7 8 1 t cs-2A,B a--2A,B INDICATING w C C C C 540'-0" 13 15 16 WNED ATING 10 C 0 '-4B 4 RAMP DN. 0 E 25 23 19 2A,2 9 CN 26 Leve ree /, OO Egu s 1 cts 0 E4 vcia 0 � M gg 0E2 ) g ge$ ›itg- ra o� a : 9-13 C C C C C C C C C C C C C C C C C C E 25 23 19 2A,2 9 CN 26 Leve ree /, OO Egu s 1 cts 0 E4 vcia 0 � M gg 0E2 ) g ge$ ›itg- ra o� a : 9-13 • 4 Ji 0 §to .. .... .... 0A Z , . .� . Standby Battery Calculations Project: Group Health Parking Garage Standby Power Required Quiescent (Ts) Alarm (To) 24 Hours 5 Minutes BPS10 Remote Power Supply 1 Qty Module Type Current (Amps) Quiescent Alarm Total Load Quiescent. Alarm 1 BPS10 Power Supply 0.0750A 0.1000A 0.0750A 0.1000A to External Load • I. O 0 Horn 0.0000A 0.0400A 0.0000A 0.0000A 0 Horn/Strobe 15 Cd 0.0000A 0.0890A 0.0000A 0.0000A 0 Horn/Strobe 30 Cd 0.0000A 0.1450A 0.0000A 0.0000A 17 Horn/Strobe 75 Cd 0.0000A 0.1730A 0.0000A 2.9410A 0 Horn/Strobe 110 Cd 0.0000A 0.2590A 0.0000A 0.0000A 0 Mini -Horn 0.0000A 0.0100A 0.0000A 0.0000A 0 Mini-Horn/Strobe 15 Cd 0.0000A 0.0800A 0.0000A 0.0000A 0 Mini -Horn / Strobe 30 Cd 0.0000A 0.1150A 0.0000A 0.0000A 0 Mini -Horn / Strobe 110 Cd 0.0000A 0.2290A 0.0000A 0.0000A 0 Strobe 15 Cd 0.0000A 0.0490A 0.0000A 0.0000A 0 Strobe 30 Cd 0.0000A 0.1050A 0.0000A 0.0000A 0 Strobe 60 Cd 0.0000A 0.1550A ! 0.0000A 0.0000A 24 Strobe 75 Cd 0.0000A 0.1330A 0.0000A 3.1920A 0 Strobe 110 Cd 0.0000A 0.2190A 0.0000A 0.0000A 0 Bell 0.0000A 0.0300A I 0.0000A 0.0000A Is: TOTAL SYSTEM STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (6A Max) Amp Hour rating of system Battery Size to be used C = [Ts * Is + Tc(la +Is)] * K Where ... C = Battery Capacity Ts = Time duration in standby (Hours) Ta = Time duration in alarm (Hours) Is=I 0.075A la= 6.233A K = 1.5 (reserve factor) Is = standby current la = Alarm Current C= Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 1 3.5 AH 6.5 AH Circuit # 1 Wire Ga. 12 Resistance 0.0018 Device # Description 1 Total Circuit Load Device MA Distance Ft 1.557 472 Volt. Drop 2.6457 Voltage 21 .354 Current: 1.557 EOL Voltage 21.354 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 1 1 Circuit # 2 Wire Ga. 12 Device # Description Device MA Distance Ft Volt. Drop Voltage 8 Circuit # 3 Resistance 0.0018 Total Circuit Load 1.557 472 2.6457 21 .354 Current: 1.557 EOL Voltage 21.354 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 1 1 Wire Ga. 12 Resistance 0.0018 Device # Description Device MA Distance Ft Volt. Drop Voltage Total Circuit Load 1.769 380 2.4200 21.580 Current: 1.769 EOL Voltage 21.580 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel 0 Level 1 Circuit Wire G 12 Device Description Device MA Distance Ft Volt. Drop Voltage Resistance 0.0018 Total Circuit Load 1.596 1 380 2.1833 21.817 Current: 1.596 EOL Voltage 21.817 Standby Battery Calculations Project: Group Health Parking Garage Standby Power Required Quiescent (Ts) Alarm (Ta) 24 Hours 5 Minutes BPS10 Remote Power Supply 2 Qty Module Type Current (Amps) Quiescent Alarm Total Load Quiescent Alarm 1 BPS10 Power Supply 0.0750A 0.1000A 0.0750A 0.1000A to External Load • I. O 0 Horn 0.0000A 0.0400A 0.0000A 0.0000A 0 Horn/Strobe 15 Cd 0.0000A 0.0890A 0.0000A 0.0000A 0 Horn/Strobe 30 Cd 0.0000A 0.1450A 0.0000A 0.0000A 31 Horn/Strobe 75 Cd 0.0000A 0.1730A 0.0000A 5.3630A 0 Horn/Strobe 110 Cd 0.0000A 0.2590A 0.0000A 0.0000A 0 Mini -Horn 0.0000A 0.0100A 0.0000A 0.0000A 0 Mini-Horn/Strobe 15 Cd 0.0000A 0.0800A 0.0000A 0.0000A 0 Mini -Horn / Strobe 30 Cd 0.0000A 0.1150A 0.0000A 0.0000A 0 Mini -Horn / Strobe 110 Cd 0.0000A 0.2290A 0.0000A 0.0000A 0 Strobe 15 Cd 0.0000A 0.0490A 0.0000A 0.0000A 0 Strobe 30 Cd 0.0000A 0.1050A 0.0000A 0.0000A 0 Strobe 60 Cd 0.0000A 0.1550A 0.0000A 0.0000A 0 Strobe 75 Cd 0.0000A 0.1330A 0.0000A 0.0000A 0 Strobe 110 Cd 0.0000A 0.2190A 0.0000A 0.0000A 0 Bell 0.0000A 0.0300A 0.0000A 0.0000A Is: TOTAL SYSTEM STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (6A Max) Amp Hour rating of system Battery Size to be used C = [Ts * Is + Ta(la+Is)] * K Where ... C = Battery Capacity Ts = Time duration in standby (Hours) Is = standby current Ta = Time duration in alarm (Hours) la = Alarm Current Is= 0.075A la= 5.463A K = 1.5 (reserve factor) C= 3.4 AH 6.5 AH Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 1 Circuit # 5 Wire Ga. 12 Device # Description Device MA Distance Ft 1 Circuit # 6 Resistance 0.0018 Total Circuit Load 1.038 372 Volt. Drop 1 .3901 Voltage 22.610 Current: 1.038 EOL Voltage 22.610 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 1 Wire Ga. 12 Resistance 0.0018 Device # Description Total Circuit Load Device MA Distance Ft Volt. Drop Voltage 1.73 402 2.5037 21.496 Current: 1.73 EOL Voltage 21.496 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 2 2 Circuit # 7 Wire Ga. 12 Device # Description Device MA Distance Ft Resistance 0.0018 Total Circuit Load 1.557 452 Volt. Drop 2.5336 Voltage 21.466 Current: 1.557 EOL Voltage 21.466 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 2 2 Circuit # 8 Wire Ga. 12 Device # Description Device MA Distance Ft Resistance 0.0018 Total Circuit Load 1.038 358 Volt. Drop 1.3378 Voltage 22.662 Current: 1.038 EOL Voltage 22.662 Standby Battery Calculations Project: Group Health Parking Garage Standby Power Required Quiescent (Ts) Alarm (Ta) 24 Hours 5 Minutes BPS10 Remote Power. Supply 3 Qty Module Type Current (Amps) Quiescent Alarm Total Load Quiescent Alarm 1 BPS10 Power Supply 0.0750A 0.1000A 0.0750A 0.1000A. to External Load • I. O 0 Horn I 0.0000A 0.0400A 0.0000A 0.0000A 0 Horn/Strobe 15 Cd 0.0000A 0.0890A 0.0000A 0.0000A 0 Horn/Strobe 30 Cd 0.0000A 0.1450A 0.0000A 0.0000A 13 Horn/Strobe 75 Cd 0.0000A 0.1730A 0.0000A 2.2490A 0 Horn/Strobe 110 Cd 1 0.0000A 0.2590A 0.0000A 0.0000A 0 Mini -Horn 0.0000A 0.0100A 0.0000A 0.0000A 0 Mini-Horn/Strobe 15 Cd 0.0000A 0.0800A 0.0000A 0.0000A 0 Mini -Horn / Strobe 30 Cd 0.0000A 0.1150A 0.0000A 0.0000A 0 Mini -Horn / Strobe 110 Cd 0.0000A 0.2290A 0.0000A 0.0000A 0 Strobe 15 Cd 0.0000A 0.0490A 0.0000A 0.0000A 0 Strobe 30 Cd 0.0000A 0.1050A 0.0000A 0.0000A 0 Strobe 60 Cd 0.0000A 0.1550A 0.0000A 0.0000A 24 Strobe 75 Cd 0.0000A 0.1330A 0.0000A 3.1920A 0 Strobe 110 Cd 0.0000A 0.2190A 0.0000A 0.0000A 0 Bell 0.0000A 0.0300A 0.0000A 0.0000A Is: TOTAL SYSTEM STANDBY QUIESCENT CURRENT la: TOTAL SYSTEM ALARM CURRENT (6A Max) Amp Hour rating of system Battery Size to be used C = [Ts * Is + Ta(la+Is)] * K Where ... C = Battery Capacity Ts = Time duration in standby (Hours) Is = standby current Ta = Time duration in alarm (Hours) la = Alarm Current Is= 0.075A la= 5.541A. K = 1.5 (reserve factor) C 3.4 AH 6.5 AH Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 2 3 Circuit # 9 Wire Ga. 12 Device # Description Device MA Distance Ft Resistance 0.0018 Total Circuit Load _ 1.769 432 Volt. Drop 2.7511 Voltage 21.249 Current: 1.769 EOL Voltage 21.249 Edwards Systems Technology Audio/Visual Appliances I Circuit # > 0 !Wire Ga. 12 Location: Parking Garage, Tukwila Exended Signal Panel No Level 2 3 Device ## Description Device MA Distance Ft Resistance 0.0018 Total Circuit Load 1.596 432 Volt. Drop 2.4821 Voltage 21.518 Current: 1.596 EOL Voltage 21.518 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 2 3 Circuit # 11 Wire Ga. 12 Device # Description Device MA Distance Ft Resistance 0.0018 Total Circuit Load 1.038 358 Volt, Drop 1.3378 Voltage 22.662 Current: 1.038 EOL Voltage 22.662 Edwards Systems Technology Audio/Visual Appliances Location: Parking Garage, Tukwila Exended Signal Panel No Level 2 3 Circuit # 12 Wire Ga. 12 Device # Description Device MA Distance Ft Resistance 0.0018 Total Circuit Load 1.211 384 Volt. Drop 1.6741 Voltage 22.326 Current: 1.211 EOL Voltage 22.326 42.300 c rn Lo S -317 • e• • "' I rl ›*t id c4,4, oE a� (L) 4 .. a • •`ii; t m 0 §et • • cs z m3 4. S to 3 • I. O RISER DETAIL - 1 61' G523 1' 6' DI CL. 62 21 LF �. 6' DI CL 62 20' LF 1 1 540-0' 6' CL. 62 D.L 911.18-15 TO 6' FLANGE LEFT IP 8' t AFF (BY OTHERS) FOR FIRE DEPT. CONN. 6' CL 62 D.I. STUB -IN TO 8' FLANGE LEFT t AFF (BY OTHERS) FOR SPRINKLE SUPPLY ®oR 4j go GROUP HEALTH PARKING GARAGE TOTAL FLOOR AREA: 201,892 t 80. FT, OCCUPANCY GROUP: S4 CONSTRUCTION TYPE: 11 FINISHED FLOOR ELEVATION: 24.50 FEET -z'1Z 11 10Iv B-1' LI GRID '1' Nos A t( 8 5 A 8' DI CL. 62 Awls 6' DI CL 52 ,�& 143- 238 LF - son maw 216 LF 13 S TO 8'DICL52 FIRE DEPT. CONNECTION W/ 6' X 5' STORZ ADAPTER 17 LF O EXISTING 10' DDCVA IN VAULT BY OTHERS. 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) PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL. 11!J24C14O210U610 PIn1:.:0 4.184!.LL HA."G 0 FGGT MINIMUM BURY (TO TOP OF PIPE). 4) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 6) AU. UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED IN ACCORDANCE WITH THERI SPECIFICATIONS AND NFPA 24 ( LATEST EDON ). 8) ALL UNDERGROUND PIPING SHALL BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 160 PSI. FOR TWO HOURS IN ACCORDANCE WRH NFPA 24 (LATEST EDITION). 7) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4' - 380 GPM 10' - 2,400 GPM 6' • 880 GPM 12' • 3,520 GPM 8' - 1,560 GPM 8) ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. 85 O� DUSTING 10' WATER MAI 2 223 LF 0 1.18 cD 0 SITE PLAN 0 15 30 48 60 76 SCALE 1' - 30 QBN FLOW TEST INFORMATION FLOW TEST INFORMATION PROVIDED BY THE CITY OF TUKWILA. STATIC PRESSURE , RESIDUAL PRESSURE : FLOW HANGER LEGEND 128 P.S.I. 20 P.S.I. 3,800 GPM SPRINKLER CONNECTION (DCDA TO BE LOCATED INSIDE BUILDING) EXISTING 8' WATER MAIN 8'010L52 r04-40 8 LF 10I © SITE PLAN SYMBOLS NEW UNDERGROUND BY SFS NEW UNDERGROUND BY OTHERS EXISTING UNDERGROUND PROPERTY UNE STREET CENTERUNE NEW FIRE HYDRANT 60151I50 FIRE HYDRANT NEW YARD POST INDICATOR EXI81150 YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX -Do-- EXISTING VALVE WITH ROADWAY BOX NEW STORZADAPTER FIRE DEPARTMENT CONNECTION C-. 82.8' 3' TO 4W THICK STRUCTURAL CONCRETE TOPPING SLAB, f IERTED CRETE"' E BEAM J cCONCRETE ✓ COLUMN 3' TO 4W THICK STRUCTURAL CONCRETE TOPPING SLAB CONC. DOUBLE TEE PANELS CONCRETE LEDGER 8' CONCRETE WALL- RTED )NCRETE E BEAM CONCRETE CO 4' CONCRETE SLAB ON GRADE CONC. DOUBLE TEE PANELS 11 CONCRETE LEDGER / SS SECTION A. 15 SCALE 1/8'-1'3' SPRINKLER LEGEND fUKWILA FIRE DEPARTMENT Please call: 575.4407, and give this job No. ASO and exact address for shut, down or restoration approval ABBREVIATIONS EXISTING GROUP HEALTH WITH EXISTING NS 1 DRY SYSTEM #1 ACCE TED C Without Comments BM. As PARKING GARAGE 43,368 395 -Noted -In -Red Per The Attached Letter by The'p tkiedl Fire 1 'Ilse plans haves been levicwed ‘;r- 0;,,_n: ;, ., •Q�, reau. for conformance with current city rdra,l�l�ceptance is s( et er ors and v '-sion&LUwhelc0lNpdo net authonz` vio ations of adopted ThB responfiibility for the a 1 MQQfII Dit,- 'a I Add this re; Final The (Ic cngc:riir:onc 0!614 T S tion �° • tqo a ,...--4---r-•• acceptance Tukwila 1 • 14.4 442 i . .. - 5 - 8 • . tions or revisimg. 5t )e - drawings after 86 Sig this acceptT�a�P@2 .. . will require a TE _ _ - 340.....,.. ....24:,23444744.1.".....t.• • --" is subject to field test and inspection by Fire Preventi n Bureau. CR l U OO By: 5 ( Date: 0.040 HANGER LEGEND 128 P.S.I. 20 P.S.I. 3,800 GPM SPRINKLER CONNECTION (DCDA TO BE LOCATED INSIDE BUILDING) EXISTING 8' WATER MAIN 8'010L52 r04-40 8 LF 10I © SITE PLAN SYMBOLS NEW UNDERGROUND BY SFS NEW UNDERGROUND BY OTHERS EXISTING UNDERGROUND PROPERTY UNE STREET CENTERUNE NEW FIRE HYDRANT 60151I50 FIRE HYDRANT NEW YARD POST INDICATOR EXI81150 YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX -Do-- EXISTING VALVE WITH ROADWAY BOX NEW STORZADAPTER FIRE DEPARTMENT CONNECTION C-. 82.8' 3' TO 4W THICK STRUCTURAL CONCRETE TOPPING SLAB, f IERTED CRETE"' E BEAM J cCONCRETE ✓ COLUMN 3' TO 4W THICK STRUCTURAL CONCRETE TOPPING SLAB CONC. DOUBLE TEE PANELS CONCRETE LEDGER 8' CONCRETE WALL- RTED )NCRETE E BEAM CONCRETE CO 4' CONCRETE SLAB ON GRADE CONC. DOUBLE TEE PANELS 11 CONCRETE LEDGER / SS SECTION A. 15 SCALE 1/8'-1'3' SPRINKLER LEGEND fUKWILA FIRE DEPARTMENT Please call: 575.4407, and give this job No. ASO and exact address for shut, down or restoration approval ABBREVIATIONS EXISTING GROUP HEALTH WITH EXISTING NS 1 DRY SYSTEM #1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS PARKING GARAGE 43,368 395 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .15 O.P.M. / 1,950 S0. FT. ACTUAL DENSRY: .16 G.P.M. / 1,970 S0. FT. DEMAND AT BASE OF RISER: 374.5 G.P.M. AT 103.5 P.S.I. (0 O.P.M. INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 624.5 O.P.M. AT 416.o P.N,L 1250 O.P.M. INSIDE HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 995 GALLONS DRY SYSTEM#2 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS PARKING GARAGE 27,623 242 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .15 G.P.M. / 1,950 SQ. FT. ACTUAL DENSRY: .15 G.P.M. / 1,987 SO. FT. DEMAND AT BASE OF RISER: 360.9 G.P.M. AT 103.0 P.S.I. (0 G.P.M. INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 610.9 G.P.M. AT 114.1 P.S.I. (250 G.P.M. INSIDE HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 565 GALLONS DRY SYSTEM #3 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS PARKING GARAGE 16,828 162 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .15 O.P.M. / 1,950 SO. FT. ACTUAL DENSITY: .15 G.P.M. / 2,004 SQ. FT. DEMAND AT BASE OF RISER: 601.7 G.P.M. AT 97.6 P.S.I. (0 G.P.M. INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 761.7 G.P.M. AT 110.7 P.S.I. (260 O.P.M. INSIDE HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 450 GALLONS DRY SYSTEM #4 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS PARKING GARAGE 39,668 362 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .15 0.P.M. / 1,950 SQ. FT. ACTUAL DENSITY: .16 G.P.M. / 1,987 SO. FT. DEMAND AT BASE OF RISER: 368.8 G.P.M. AT 102.4 P.S.I. (0 G.P.M. INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION: 608.8 G.P.M. AT 113.6 P.S.I. (250 G.P.M. INSIDE HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 995 GALLONS SYMBOL LEGEND QUALRYCONTROL BY: SVM MANUFACTURER TYPE MODEL rn 14.41110 4UW10Y AFF BOB 200 201 BOP BOT CIS FO IFOW OFOW NAB LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PUNUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNO DATE: IN ION l o. APPROVED FOR FABRICANT R, SEE RISER ROOM PLAN 2 ON SHEET 2 OF 8 FOR CONTIN NATION r %'1'-W1146'T-1- 4 PIPE STAND cl RED IF :7 1'3W 9W 1,5W PIPING DETAIL "2" (LOOKING SOUTH) 0 24 6' CONC. TILT -UP BLUE 10 F SCALE 1/2'-1'42 6'-1• OFOW/GRID'C 4' TO6'FDC 6, IFOW E/C 6' 1'-2' C/1 C/C 1,2W 9W RED g 20 T.O.R.�_y _GREEN [4) a- 0T.O.R. {� 20 T.O.R. cT PLUM &.4J � C � 20 T.O.R. 61' _. 1FOW e y4'FDC WHITE 8' CONC. TILT -UP 0 SYS. #4 SYS. #3 SYS. #2 WHITE PLUM GREEN QS r-4' AFF C/C ��R.EEDD d� Y m (0(.16)\ ��m RED tI°/ �-1I 6 I'O 3-10 24 RED SEE RISER ROOM PLAN ON THIS SHEET FOR CONTINUATION.. r WELD FLANGE SEE PLAN AT ON SHEET 2 OF 8 FOR CONTINUATION. II PS d 0 EC W Ir. RED 61 1'-2' 2.1' ( C/I; C/C C/E IFOW 93' OPOW/ORID'0 TO 6' SUPPLY 3'-10' FJE 1 8". E/C 11' B. WOW 'CMU 8 m 3 O 81 a $ XO IDIti� PIPING DETAIL "1" (LOOKING NORTH) 0 2 4 SCALE 1/2'-1'-O' O� N CD RISER ROOM PLAN 0 2 4 SCALE 1/2'.1,0' 0' 1'-300 95' C/C 1,55? C/C 2.3' C/C C/C 0/C 1'34' IFOW 8 10 SEE RISER ROOM PLAN ON SHEET 2 OF 8 FOR CONTINUATION T-6'Ve A.F.F. SYS. 411 BLUE WHITE PLUM GREEN BLUE DATE BY (1.54) (2-3) (135) 45 `. O . \ 6 ('�� I --- PIPE STAND RED <Q�?`' -i2 (0-118) 4, - 4' POL & PLUG TYP. (4) PLCS. -LJ - 1=J WELD FLANGE TYP. (4) PLCS. 4' GRVD CAP W/ \(� 1' NIPPLE & AUX. REVISIONS REASON FOR REVISION DR. VA. W/ PLUG PIPE STAND RISER DETAIL - ELEVATION AREA BY DATE S 0 (LOOKING WEST) 4 SCALE 1/2'-1'-0" CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 FAX : (425) 746-3737 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 MOBIL: (425) 941-7357 GENERAL NOTES 1. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM #795 OR BETTER PIE 6ILE SCHEDULE WALL THICKNESS INTERNAL DIAMETER ENO PREP 'PIPES ALLOWED WEIGHT OF WATEII/PPS 067*11Y N0ALLONS 1 40 0.133 1.010 THREAD, CUT GROOIEU. HOU. °HOCKED,PWN WV, ',OWNED 2066 0.040 114 SUPQRFLO 0.002 1.6.38 ROLLG000JEO, POLISHED, PLAN EGO (FOR BUTT WELDING) 1.070 0.003 314 BUPCRFLO 0,230 1.723 ROLL GROOVED. POUSHEO,PLAN 640 IFOR°UITWrNN0) 2710 0.102 2 BUPERFLO 0.000 2203 ROLL GROOVED,POUSHED, PIAN END (FOR DUET 21113240) 3.100 0.100 200 OUPER7(0 0380 2100 ROU.G000YED, RAIN END (FOR GATT WELDING) 6.100 0100 3 BUPERFLO 0.003 0.314 HOU.01100VE0. PLAN END (FOR BUTT WELDING) 7.180 0,440 4 SUPE/FFLO 0.006 4.310 ROLL GROOVED. PLAN END (FOR BUTT WELDING) 10103 0.300 6 10 0.134 5.263 ROLLOROOVOO, PLAN END (FOR BUR WELDING) 11.324 1.144 6 .. 0.134 0.307 ROLL GROOVED.PUJN END (FOR BUTT WELDING) 23300 1.540 B .. 0.188 3140 ROLL GR00VED,PLAN END (FOR BUTIWELOINO) 40.120 2770 - WALL THICKNESS PER NEPA 113 SCOPE OF WORK SMITH Fl E SYSTEMS (SFS) WILL PROVIDE AND INSTALL FOUR DRY PIPE FIRE SPRINKLER SYSTEMS AND A MANUAL- DRY CLASS I STANDPIPE TO PROTECT THE BUILDING. INSTALLATION WILL COMPLY WITH NFPA #13 AND Td NFPA #14 (1996 EDITIONS). SFS WILL BEGIN WORK INSIDE THE BUILDING AT 611 FLANGES LEFT APPROXIMATELY 6" ABOVE THE FLOOR IN THE RISER ROOM. (SEE PLANS FOR LOCATIONS.) CLARIFICATIONS ---ALL AREAS WHERE WET PIPE IS INSTALLED MUST BE MAINTAINED @ 40° F TO PREVENT FREEZING (BY OTHERS). ---SFS ASSUMES THAT THE STRUCTURE IS ADEQUATE TO SUPPORT THE WEIGHT OF THE WATER FILLED SPRINKLER SYSTEMS EXCLUSIONS: -- PAINTING AND/OR LABELING OF SPRINKLER PIPING --- ELECTRICAL WIRING OF ANY KIND, INCLUDING BUT NOT LIMITED TO: TAMPER & PRESSURE SWITCHES, AIR COMPRESSOR & ELECTRIC BELL -- CENTRAL STATION MONITORING, ALARM EQUIPMENT AND WIRING -- QUICK RESPONSE SPRINKLERS --- ALL UNDERGROUND WORK, INCLUDING BUT NOT LIMITED TO: DESIGN, MATERIAL, TESTING AND CERTIFICATION --- INSTALLATION OF BOLLARDS AROUND STANDPIPES DESIGN CRITERIA: PARKING GARAGE (DRY SYSTEM) PER NFPA #13, 1996 EDITION ORDINARY GROUP I l,1000l'ANC;Y .15 GPM / SQ. FT. OVER 1,950 SQ. FT. RISER EQUIPMENT LIST QTY, SIZE DESCRIPTION 2 6' SWING CHECK VALVE 4 4' NRS GATE VALVE 4 - WALL POST INDICATOR 4 - VALVE SUPERVISORY SWITCH 4 4' PRESSURE SWITCH - ALARM 4 6' DRY PIPE VALVE 4 4' PRESSURE SWITCH - ALARM 4 4' PRESSURE SWITCH • SUPERVISORY AIR 1 4' AIR MAINTANANCE DEVICE 1 10' ELECTRIC BELL 1 1215 GAL. AIR COMPRESSOR (2 H.P., 230 V AC., 60 HZ, 3 PHASE) 4 2' MAIN DRAIN VALVE - 1 12 HEAD SPARE HEAD CABINET CONTAINING THE FOLLOWING: MANUFACTURER VICTAUUC MUELLER MUELLER POTTER ELECTRIC POTTER ELECTRIC GEM POTTER ELECTRIC POTTER ELECTRIC OEM POTTER ELECTRIC EMOLO MODEL .# 717 P 2360-6 A-20811 VSR-F PCVS-2 F3021 PS 10-2A PS 40-2A F324 PBA 2410 G2C-30S SPARE SPRINKLERS AND WRENCHES MANUFACTURER TYPE MODEL '.-'"0„ .. ...,,° Mma °4'•""'' RELIABLE SSU 0 BRONZE W. W. 185 20 RELIABLE SSU 0 BRONZE W' 'h' 212 2 RELIABLE HSSW 0 BRONZE W W' 212 2 RELIABLE MODEL 0 HEAD WRENCH 1 NOTES': 1) ROUTE 2" MAIN DRAINS TO SAFE DISCHARGE OUTSIDE 2) 2" MINIMUM ANNULAR SPACE REQUIRED AROUND PIPING PASSING THROUGH FLOOR F1L 12300 E MARGINAL WY S 00-S-350 OCT 1 0 200D REDUCED PRINTS !CAUTION! sik SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928 -1880 FAX: ( 263) 928.2360 GROUP HEALTH PARKING GARAGE /A 3vU trytto EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON DESIGNER B. COLLINS DATE SHEET JOB NO. 9 - 28 - 2000 1 OF 8 T1 -190 0 SEE ENLARGED PIPING DETAIL 1 ON 2 BELOW FOR DIMENSIONS ki 0- B.O. TEE GREEN (11-1) 5'40-0' GRID 1' CIC GRID'2' 1' DRAIN VA. 201 202 W! 1' PLUG RID '2 RI R O O / X 0 2 O 4g O SYSTEM #2 0 O 4. g 4/7 2 10 GR EN 10 S! 10 4 .12-81. _ I.F.O. CONC. TILT -UP I.F.O. CONC. TILT -UP GREEN BLUE B.O. TEE B.O. TEE 41•- Imo 2 0 0 I 4/2 0 L,UE 0 2 0 4/g g 0 4/2 0 0-0 i 4 '4'7\ 3 4REEN nN7, 42 GREEN 2 N REdN 10 4 4 0.8 x 3 2 P 3 REEN NL I 11.10r 4 I � 3 _J_r 15-0 a 1-m1 d -L -L_ -d_ 12.81 ) 01-21 S J1 4.2 5L UE 13-0 12-0 CONCRETE DOUBLE TEE CONSTRUCTION • TYPICAL +1 e�° GREEN N L 15 V Q • $ 1 / a6 I'>1'Li / I 3 Q 3/� �1/3 / 1 3 - Q 13 ,I \ _ i5-6. _ 7 -4 -BJ- _ �_ _� -15-0__'__-0_ Iy_7-8 ._ - - -t REEK 4 I m -L —4 -- � 4-L__ 7-0 2-0 112.0 :0 / 4 BLUE S BWE N BLUE O 115-0 7-0'( II' / 7d / g 1 �$/ I g / 42121 42 X$ Iy°Q'2 BLUE I1yJ NI QOOV- 1 m GREEN 17 / II / 15-01 5 -4 - W_T -- �- —_ } 4- q / 3;0/U x g -I--4- Y-dq I 7-6 /02-0 , I� t3 BLUE - - -4 13-0 0 421 14 BLUE 48 3 / 0 2 0 g 0 4. $ 0 ^/g 0 PREEN 4 7 ,e I �/g REE O 20 1111 3 1glg I / \0111 1III/ O: Oma ,'--4 -I 4 TII /B-0 03-4 I E 1011ff"" 7-0- / u 1- 4$I LuEl x0 S N 15-0 16 BLUE / S FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS @ THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS 1010' AND BRANCHLINES W/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOLID PORTION OF THE STRUCTURE TO BE TYPE 'HD' • SEE 'HD' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4" AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT - SEE AT HANGER DETAIL ON SHT. 8 OF 8 5. THE MAXIMUM DEFLECTOR DISTANCE IS 1" BELOW THE BOTTOM OF THE CONCRETE TEES PER NFPA #13; 4-6.4.1.2, EXCEPTION #4 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID LINE 'Es' 7. NO DRILLING ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5" CENTERLINE OF THE VERTICL STEMS (;)g 4Qg 1 =N " 0 TYPICAL 1I r+,._ SEE ENLARGED RISER ROOM 0 (4) PLCS. i I PLAN ON THIS SHEET FOR 11 ID II I O I DETAILS & DIMENSIONS SYSTEM #1 CONCRETE DOUBLE TEE CONSTRUCTION - TYPICAL b m z y 3 3 g O 4/2 0 B.O. TEE 4/2 0 0 II 17 1 BLUE L L 1 NOTE: MAINS ARE OFFSET FOR CLARITY {DP , a 3.3 6 � 6 PLUM WHITE 8' CONC. 27' 1'-8' Qv TILT-UPIFOW C/C B.O. TEE (SYS. #3 8 4) g GREEN 4 S1 � 21 4-0' N NOTE: SWING PIPE TIGHT TO //�� BOTTOM OF BEAM Ha (7JGREEN dF 103 104 105 a{°,sol � Y �a B.O�5'� r GREEN Cr ENLARGED PIPING DETAIL1O 1/4 " = 1'-0" 2 N ED SYSTEMS #1 & #2 FIRST LEVEL - WEST 0 3 ,6 SCALE 1/6'-1'-0' 11-B' / / /j b 04 NO DRILLING --�.- INVERTED CONCRETE TEE BEAM SECTION 10-0" NO DRILLING CENTER HEADS BETWEEN CONCRETE TEE'S. BRANCHUNE SPRINKLER DEFLECTOR LOCATION: PER N.F.PA. #13, 1898 EDITION SECTION 4-6.4.1.2 EXCEPTION #4: DEFLECTORS OF SPRINKLERS UNDER CONCRETE TEE CONSTRUCTiON %MTH STEMS SPACED LESS THAN 7W BUT MoRE THAN 3' ON CENTRES SHALL, REGARDLESS oF THE DEPTH OF THE TEE, BE PERMITTED TO BE LOCATED AT on ABovE A HORIZONTAL PLANE 1" BELOW THE BOTTOm OF THE STEMS OF THE TEES AND SHALL COMPLY WITH TABLE 4-6.5.1.2. (BEAM RULE). NO DRILLING CONCRETE DOUBLE TEE SECTION AT HANGER LEGEND SEE 'AT' HANGER DETAIL ON SHEET 8 OF 8 SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS SYM 0 MANUFACTURER RELIABLE TYPE MODEL M. bart[4410,1 Mft 00.1 SSU BRZ. N/A 1/2' 1/2' 185 290 ATI SEE 'AT1' HANGER DETAIL ON SHEET 8 OF 8 HD SEE 'HD' HANGER ON SHEET 8 OF 8 PS PIPE STAND (TOTAL THIS CONTRACT: 1,161) TOTAL THIS SHEET 290 AFF BOB 800 60.1 BOP 801 CIS FO WOW OFOW NAB UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PUFIUN 50113M OF MUM CUT TO SUIT Fon ORDER INSIDE FACE OF WALL OUTB1X FACE Cf WALL NO AUTO. SPEINKLEAS UNLESS NOTED CITMEFINASE 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FUMBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISQN APPROVED FOR FABFI1CATION AREA BY DATE CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 MOBIL : (425) 941-7357 1ST LEVEL• WEST END KEY F1AN 41 SMITH1FIREhSYSTEMS, INC. TACOMA, WA 98424 CONTR. REQ. NO. SMITHFS1360T GROUP HEALTH PARKING GARAGE EAST mARGINAL WAY SOUTH TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. 20-0' 25'-0' �L 10-0' 30-0' 15-0" __ f �.. 5'-0' ___... 10-0' _ _ ._... I 30'-0' 15-0' _,_ 5'-0' __._._. u 10-0' __._._. f 30'-0' 15-0' _._ 5'-0' �__._._� 100• _ _.. 'I 30-0' ..._ 15'-0' _._ ►... 5'-0' __.__ 10-0' __._ - I 30'-0' 15'-0' ..,.. ` 0'•0' I.,�,..� 10'-0' �o,.,,o, ` I 30-0' 15'-0' rir. 5'0' I ran 10-0' ORID'0' 1 30-0' ► 5500' , I 5'-0' 10-0' ►► 5'-0' 0'-4' 12-6' 4'-2' OFOW I 'I I _ y ORBICIO' GRID 1' CIC GRID'2' 1' DRAIN VA. 201 202 W! 1' PLUG RID '2 RI R O O / X 0 2 O 4g O SYSTEM #2 0 O 4. g 4/7 2 10 GR EN 10 S! 10 4 .12-81. _ I.F.O. CONC. TILT -UP I.F.O. CONC. TILT -UP GREEN BLUE B.O. TEE B.O. TEE 41•- Imo 2 0 0 I 4/2 0 L,UE 0 2 0 4/g g 0 4/2 0 0-0 i 4 '4'7\ 3 4REEN nN7, 42 GREEN 2 N REdN 10 4 4 0.8 x 3 2 P 3 REEN NL I 11.10r 4 I � 3 _J_r 15-0 a 1-m1 d -L -L_ -d_ 12.81 ) 01-21 S J1 4.2 5L UE 13-0 12-0 CONCRETE DOUBLE TEE CONSTRUCTION • TYPICAL +1 e�° GREEN N L 15 V Q • $ 1 / a6 I'>1'Li / I 3 Q 3/� �1/3 / 1 3 - Q 13 ,I \ _ i5-6. _ 7 -4 -BJ- _ �_ _� -15-0__'__-0_ Iy_7-8 ._ - - -t REEK 4 I m -L —4 -- � 4-L__ 7-0 2-0 112.0 :0 / 4 BLUE S BWE N BLUE O 115-0 7-0'( II' / 7d / g 1 �$/ I g / 42121 42 X$ Iy°Q'2 BLUE I1yJ NI QOOV- 1 m GREEN 17 / II / 15-01 5 -4 - W_T -- �- —_ } 4- q / 3;0/U x g -I--4- Y-dq I 7-6 /02-0 , I� t3 BLUE - - -4 13-0 0 421 14 BLUE 48 3 / 0 2 0 g 0 4. $ 0 ^/g 0 PREEN 4 7 ,e I �/g REE O 20 1111 3 1glg I / \0111 1III/ O: Oma ,'--4 -I 4 TII /B-0 03-4 I E 1011ff"" 7-0- / u 1- 4$I LuEl x0 S N 15-0 16 BLUE / S FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS @ THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS 1010' AND BRANCHLINES W/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOLID PORTION OF THE STRUCTURE TO BE TYPE 'HD' • SEE 'HD' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4" AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT - SEE AT HANGER DETAIL ON SHT. 8 OF 8 5. THE MAXIMUM DEFLECTOR DISTANCE IS 1" BELOW THE BOTTOM OF THE CONCRETE TEES PER NFPA #13; 4-6.4.1.2, EXCEPTION #4 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID LINE 'Es' 7. NO DRILLING ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5" CENTERLINE OF THE VERTICL STEMS (;)g 4Qg 1 =N " 0 TYPICAL 1I r+,._ SEE ENLARGED RISER ROOM 0 (4) PLCS. i I PLAN ON THIS SHEET FOR 11 ID II I O I DETAILS & DIMENSIONS SYSTEM #1 CONCRETE DOUBLE TEE CONSTRUCTION - TYPICAL b m z y 3 3 g O 4/2 0 B.O. TEE 4/2 0 0 II 17 1 BLUE L L 1 NOTE: MAINS ARE OFFSET FOR CLARITY {DP , a 3.3 6 � 6 PLUM WHITE 8' CONC. 27' 1'-8' Qv TILT-UPIFOW C/C B.O. TEE (SYS. #3 8 4) g GREEN 4 S1 � 21 4-0' N NOTE: SWING PIPE TIGHT TO //�� BOTTOM OF BEAM Ha (7JGREEN dF 103 104 105 a{°,sol � Y �a B.O�5'� r GREEN Cr ENLARGED PIPING DETAIL1O 1/4 " = 1'-0" 2 N ED SYSTEMS #1 & #2 FIRST LEVEL - WEST 0 3 ,6 SCALE 1/6'-1'-0' 11-B' / / /j b 04 NO DRILLING --�.- INVERTED CONCRETE TEE BEAM SECTION 10-0" NO DRILLING CENTER HEADS BETWEEN CONCRETE TEE'S. BRANCHUNE SPRINKLER DEFLECTOR LOCATION: PER N.F.PA. #13, 1898 EDITION SECTION 4-6.4.1.2 EXCEPTION #4: DEFLECTORS OF SPRINKLERS UNDER CONCRETE TEE CONSTRUCTiON %MTH STEMS SPACED LESS THAN 7W BUT MoRE THAN 3' ON CENTRES SHALL, REGARDLESS oF THE DEPTH OF THE TEE, BE PERMITTED TO BE LOCATED AT on ABovE A HORIZONTAL PLANE 1" BELOW THE BOTTOm OF THE STEMS OF THE TEES AND SHALL COMPLY WITH TABLE 4-6.5.1.2. (BEAM RULE). NO DRILLING CONCRETE DOUBLE TEE SECTION AT HANGER LEGEND SEE 'AT' HANGER DETAIL ON SHEET 8 OF 8 SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS SYM 0 MANUFACTURER RELIABLE TYPE MODEL M. bart[4410,1 Mft 00.1 SSU BRZ. N/A 1/2' 1/2' 185 290 ATI SEE 'AT1' HANGER DETAIL ON SHEET 8 OF 8 HD SEE 'HD' HANGER ON SHEET 8 OF 8 PS PIPE STAND (TOTAL THIS CONTRACT: 1,161) TOTAL THIS SHEET 290 AFF BOB 800 60.1 BOP 801 CIS FO WOW OFOW NAB UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PUFIUN 50113M OF MUM CUT TO SUIT Fon ORDER INSIDE FACE OF WALL OUTB1X FACE Cf WALL NO AUTO. SPEINKLEAS UNLESS NOTED CITMEFINASE 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FUMBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISQN APPROVED FOR FABFI1CATION AREA BY DATE CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 MOBIL : (425) 941-7357 1ST LEVEL• WEST END KEY F1AN 41 SMITH1FIREhSYSTEMS, INC. TACOMA, WA 98424 CONTR. REQ. NO. SMITHFS1360T GROUP HEALTH PARKING GARAGE EAST mARGINAL WAY SOUTH TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. 540-0' PREEN �Iln REE NOTE: SEE SEISMIC SEPERATION DETAIL ON 02,10 I? 3 3-0 t 0 0 4/2 O 4 g Og SYSTEM #2 I I RAMP SLOPES UP O GREEN I ¢I GREE IQ;u ^/g O 24,zI ' 6.6% t TO 3RD LEVEL GREEN GREEN 0 2 fz 2 z .0 28 27 x g I I , (2) 3' FLEXIBLE COUPUNOS 4 g g 3 0-8 3 2 NOTE: MAIN SLOPES UP PARALLEL WITH RAMP AT 3' B.O. TEES STARTING @ FLEX COUPLINGS I I I I I I -_ 1 3 1I LUE g g --NOTE: O 4 I 4 15-01 / 02-0 / 1 ._ - -I - I 4 1 SEE SEISMIC SEPERATION DETAIL 3ON3 0 TEE 22 O BLUE 'og 0 /- SEE ELEVATOR PIPING / O DETAIL2 ON g1 I >:.7a5.; _N I^ 141 0-e 1= VI B.O. TEE 4 41 7' I 4 1 23 BLUE 0.6 0/w •°s{L wt11'PPLUG.- NI 4/g 0 /S 0 x W 0 10-0' b a 0 1 48 13.0 TEE '1 2.6' 5-0" 5' 2'-1' 2.1' NO DRIWNG -+- /// /,// CENTER HEADS BETWEEN CONCRETE TEE'S. BRANCHUNE -rr- SPRINKLER DEFLECTOR LOCATION: PER N.F.PA. #13, 1996 EDITION SECTION 4-6.4.1.2 EXCEPTION #4: DEFLECTORS OF SPRINKLERS UNDER CONCRETE TEE CONSTRUCTION WITH STEMS SPACED LESS THAN 7W BUT MORE THAN 3' ON CENTRES SHALL, REGARDLESS OF THE DEPTH OF THE TEE, BE PERMITTED TO BE LOCATED AT OR ABOVE A HORIZONTAL PLANE 1' BELOW THE BOTTOM OF THE STEMS OF THE TEES AND SHALL COMPLY WITH TABLE 4.6.5.1.2. (BEAM RULE). 2 - 3' CONCRETE DOUBLE TEE SECTION N.T.S. HANGER LEGEND NO DRIWNG \ayQ. k4,0 G. / ctO 4-0 x I I 123 O 4 0-6,0'14' a sl 791, 7 11/2.)(.1 ADACAP I r 118) O tzo 4g / 4 n O GRID 15 1 GRID 15 148 4.g O ^/g 0 = g 1 ��g g 3' GRVD CAP W/1. THREADED OUTLET I-- / ECCENTRICALLY WELDED. I� Q 3 1 DRUM DRIP II 23 , 115.0, 4/g BL1UE g, CIO GRID '15 GRID 15 tae 0/0 HYDRAUUCALLY MOST DEMANDING AREA: SYS, #1 GRID '17' DENSITY: .16 GPM OVER 1,650 SQUARE FEEL SYSTEM DEMAND @ BOR: 374.6 GPM 2103.6 PSI , ( INCLUDING 0 GPM FORINSIDE HOSE STREAMS), CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL -,- RAMP SLOPES DOWN' --1 8.6%±TO WALL -irg _7 - BLUE 42 NOTE: I I MAIN SLOPES DOWN PARALLEL WITH RAMP AT 2'h' B.O. TEES STARTING @ FLEX COUPUNOS BLUE I :C g 1 4; 1 1 1 31 3 1-0 BLUE 1 41 1 BLUE �I4:1' (2) 3' FLEXIBLE COUPUNOS N11I 1 c$I / 3 I O 3 3 SYSTEM #1 BLUE GRID 1T 144 3 0 I I ' I ;3 I 'g1 RID'15 GRID 18 3 21 / 3\ g b x 0 BLUE 37 I 4g 1 \ I I3 12-0 112-6 I 1 4 as I 5-0 15.01 1 48 50, 4 1I 4 4 I I4 4 3-0 SYSTEM #1 B.O. TEE x 12 BLUE B.O. 5-0 X2 27 27 BLUE 7-0 , B.O. TEE N ED SYSTEMS #1 & #2 FIRST LEVEL - EAST 0 8 16 SCALE 1/5.1'-0' 6" /- NO DRILLING -� / INVERTED CONCRETE TEE BEAM SECTION SPRINKLER LEGEND N.T.S. ABBREVIATIONS SYMBOL LEGEND 41 7' 25 4 4 2-0r __ _ 13-0 _ - - 115-0 0 2-01 I I g 28 BLUE / CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL 13 BLUE b r 0 2 7 z O 4.g 0 34/g 4g O 4/g 0 / O xg g 0 0 - 12-0 _ --0--r- 12-0 0 0 / 4 0 4/Nn FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS @ THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS 1/4"/10' AND BRANCHLINES'/s"/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOLID PORTION OF THE STRUCTURE TO BE TYPE 'HD' - SEE 'HD' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4' AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT' - SEE 'AT HANGER DETAIL ON SHT. 8 OF 8 5. THE MAXIMUM DEFLECTOR DISTANCE IS 1' BELOW THE BOTTOM OF THE CONCRETE TEES PER NFPA #13; 4-8.4.1.2, EXCEPTION #4 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID LINE' B' 7. NO DRILLING ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5' CENTERLINE OF THE VERTICL STEMS QUAUTY CONTROL BY: DATE: -.r-L _17-0_ - T___ 7 O 3- ---� 3-- 15-0 r N1 BLUE / g O $/g O O x g 0 4,2 0 7-0 b a 0 w z NOTE PIPING AND VALVES ARE EXPOSED TO NEW REVISIONS of RID'1 4 W 4 $ _C g GRID'15 1' DRAIN VA W/ 1' PLUG GRID '20' O I _�`�0/1 4/2,1 i IV o 2.00 - 55--3 O 4-1 4 $ 4Og 4g O 4/g 0 O 0 O 4/g 7-2)/ O "C O 1' MILWAUKEE BUTTERBALL VALVE W/ BUILT IN TAMPER MODEL BB- SCS- 02 1' DRAIN VA. W/ PWG ELEVATOR PIPING DETAIL O2 N.T.S. 3 AT SEE 'AT HANGER DETAIL ON SHEET 8 OF 8 SYM MANUFACTURER RELIABLE TYPE MODEL 0.11.1 11.1.10 1/2 1/2' AT1 SEE ATV HANGER DETAIL ON SHEET 8 OF 8 SSU 861 N/A 1/2 1/2' HD SEE 'HD' HANGER ON SHEET 8 OF 8 REUABLE SSU BRZ N/A 1/2 1/2 165 273 (TOTAL THIS CONTRACT: 1,181) TOTAL 'TI SHEET: 276 AFF BOB BOO BOJ BOP D OT FO DOW OFOW NAB UNO ABOVE FINISHED FLOOR BOTTOM OF BEIM BOTTOM OF DECK BOTTOM OF JoisT BO▪ TTOM OF TRUSS CUT TO SUIT FIELD ORDEJL INSIDE FACE OF WALL OUTSIDE FACE OF MU. NO AUTO. SPRINKLERS U 510.8 NOTED OTHERWISE 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4•WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE RIGID COUPUNG 0 DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH T 0 3-8 e-0 I g1yoQ I bJ� FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 MOBIL : (425) 941-7357 0-0 r - � F i JJI BLUq I II 10-01 4g 7' 0 w 0 • / O 4/g O 4g O 4.g O g / 0 1 39 - SEE ENLAROEO PIPING 2.8 DETAIL 1 ON 3 FOR DIMENSIONS 1,-8. IFOW BLUE i O "Q'3 e 17,b4 3 241 L1 NOTE: SWING PIPE TIGHT TO BOTTOM OF BEAM BLUE BLUE (34) 0, -o B.7 2 32 24 BLUE 6 g ENLARGED PIPING DETAIL 1/4 " = '-0" CERTIFICATE OF COMPETANCY STAMP BYEL 62 SYS. 61 NOTE: PIPE END SEPERATON NOT SHOWN TO SCALE FOR CLARITY (SEE ELEVATION VIEW 8 ON 3) 10' CORE 5' CORE GREEN 21 GREEN SWING PIPE UP TOWARD DECK 3 ELEVATION 18r ligr GREEN GREEN • SEISMIC SEPERATION DETAIL CD 3" SEISMIC SEPERATION A , tot- FOW NORMAL PIPE END SEPERATION SEISMIC SEPERATION DETAIL c) SEISMIC SEPERATION NORMAL PIPE END SEPERATION SEISMIC SEPERATION DETAIL NOTE: PIPE END SEPERATION NOT SHOWN TO SCALE FOR CLARITY (SEE ELEVATION VIEW 4 ON 3) 1ST LEVEL • EAST ENO KEY PLAN SEE PLAN ABOVE FOR CONTINUATION REDUCED PRINTS 0 SWING PIPE UP TOWARDS DECK SEISMIC SEPERATION DETAIL swirsir SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T • GRQUP HEALTH PARKING GAFIAGE 12,01, EAST MARGINAL WAY SOUTH TUKVVILA, WASHINGTON DESIGNER DATE SHEET B. COLLINS 9-28-2000 3 OF 8 35-0' 15-0' 35-0' 30-0' 30-0' 35-5 30'-0' 35-0' 35-0 25-0' 20-0" 6' 10-0' 15-0' 10-0' 6'-0' 15-0' 10-0' 6'-0' 15-0' 10-0" 5-0' 15.0' .... 10-0' 5-0' 15-0' 1d-0' 5-0' l 15-0' 10-0' 6'-0' 15-0' l 155' 4'-2' y_ 12-6' .--. 5.4' 5-0' 10-0' 5-0' 1 i f PREEN �Iln REE NOTE: SEE SEISMIC SEPERATION DETAIL ON 02,10 I? 3 3-0 t 0 0 4/2 O 4 g Og SYSTEM #2 I I RAMP SLOPES UP O GREEN I ¢I GREE IQ;u ^/g O 24,zI ' 6.6% t TO 3RD LEVEL GREEN GREEN 0 2 fz 2 z .0 28 27 x g I I , (2) 3' FLEXIBLE COUPUNOS 4 g g 3 0-8 3 2 NOTE: MAIN SLOPES UP PARALLEL WITH RAMP AT 3' B.O. TEES STARTING @ FLEX COUPLINGS I I I I I I -_ 1 3 1I LUE g g --NOTE: O 4 I 4 15-01 / 02-0 / 1 ._ - -I - I 4 1 SEE SEISMIC SEPERATION DETAIL 3ON3 0 TEE 22 O BLUE 'og 0 /- SEE ELEVATOR PIPING / O DETAIL2 ON g1 I >:.7a5.; _N I^ 141 0-e 1= VI B.O. TEE 4 41 7' I 4 1 23 BLUE 0.6 0/w •°s{L wt11'PPLUG.- NI 4/g 0 /S 0 x W 0 10-0' b a 0 1 48 13.0 TEE '1 2.6' 5-0" 5' 2'-1' 2.1' NO DRIWNG -+- /// /,// CENTER HEADS BETWEEN CONCRETE TEE'S. BRANCHUNE -rr- SPRINKLER DEFLECTOR LOCATION: PER N.F.PA. #13, 1996 EDITION SECTION 4-6.4.1.2 EXCEPTION #4: DEFLECTORS OF SPRINKLERS UNDER CONCRETE TEE CONSTRUCTION WITH STEMS SPACED LESS THAN 7W BUT MORE THAN 3' ON CENTRES SHALL, REGARDLESS OF THE DEPTH OF THE TEE, BE PERMITTED TO BE LOCATED AT OR ABOVE A HORIZONTAL PLANE 1' BELOW THE BOTTOM OF THE STEMS OF THE TEES AND SHALL COMPLY WITH TABLE 4.6.5.1.2. (BEAM RULE). 2 - 3' CONCRETE DOUBLE TEE SECTION N.T.S. HANGER LEGEND NO DRIWNG \ayQ. k4,0 G. / ctO 4-0 x I I 123 O 4 0-6,0'14' a sl 791, 7 11/2.)(.1 ADACAP I r 118) O tzo 4g / 4 n O GRID 15 1 GRID 15 148 4.g O ^/g 0 = g 1 ��g g 3' GRVD CAP W/1. THREADED OUTLET I-- / ECCENTRICALLY WELDED. I� Q 3 1 DRUM DRIP II 23 , 115.0, 4/g BL1UE g, CIO GRID '15 GRID 15 tae 0/0 HYDRAUUCALLY MOST DEMANDING AREA: SYS, #1 GRID '17' DENSITY: .16 GPM OVER 1,650 SQUARE FEEL SYSTEM DEMAND @ BOR: 374.6 GPM 2103.6 PSI , ( INCLUDING 0 GPM FORINSIDE HOSE STREAMS), CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL -,- RAMP SLOPES DOWN' --1 8.6%±TO WALL -irg _7 - BLUE 42 NOTE: I I MAIN SLOPES DOWN PARALLEL WITH RAMP AT 2'h' B.O. TEES STARTING @ FLEX COUPUNOS BLUE I :C g 1 4; 1 1 1 31 3 1-0 BLUE 1 41 1 BLUE �I4:1' (2) 3' FLEXIBLE COUPUNOS N11I 1 c$I / 3 I O 3 3 SYSTEM #1 BLUE GRID 1T 144 3 0 I I ' I ;3 I 'g1 RID'15 GRID 18 3 21 / 3\ g b x 0 BLUE 37 I 4g 1 \ I I3 12-0 112-6 I 1 4 as I 5-0 15.01 1 48 50, 4 1I 4 4 I I4 4 3-0 SYSTEM #1 B.O. TEE x 12 BLUE B.O. 5-0 X2 27 27 BLUE 7-0 , B.O. TEE N ED SYSTEMS #1 & #2 FIRST LEVEL - EAST 0 8 16 SCALE 1/5.1'-0' 6" /- NO DRILLING -� / INVERTED CONCRETE TEE BEAM SECTION SPRINKLER LEGEND N.T.S. ABBREVIATIONS SYMBOL LEGEND 41 7' 25 4 4 2-0r __ _ 13-0 _ - - 115-0 0 2-01 I I g 28 BLUE / CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL 13 BLUE b r 0 2 7 z O 4.g 0 34/g 4g O 4/g 0 / O xg g 0 0 - 12-0 _ --0--r- 12-0 0 0 / 4 0 4/Nn FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS @ THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS 1/4"/10' AND BRANCHLINES'/s"/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOLID PORTION OF THE STRUCTURE TO BE TYPE 'HD' - SEE 'HD' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4' AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT' - SEE 'AT HANGER DETAIL ON SHT. 8 OF 8 5. THE MAXIMUM DEFLECTOR DISTANCE IS 1' BELOW THE BOTTOM OF THE CONCRETE TEES PER NFPA #13; 4-8.4.1.2, EXCEPTION #4 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID LINE' B' 7. NO DRILLING ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5' CENTERLINE OF THE VERTICL STEMS QUAUTY CONTROL BY: DATE: -.r-L _17-0_ - T___ 7 O 3- ---� 3-- 15-0 r N1 BLUE / g O $/g O O x g 0 4,2 0 7-0 b a 0 w z NOTE PIPING AND VALVES ARE EXPOSED TO NEW REVISIONS of RID'1 4 W 4 $ _C g GRID'15 1' DRAIN VA W/ 1' PLUG GRID '20' O I _�`�0/1 4/2,1 i IV o 2.00 - 55--3 O 4-1 4 $ 4Og 4g O 4/g 0 O 0 O 4/g 7-2)/ O "C O 1' MILWAUKEE BUTTERBALL VALVE W/ BUILT IN TAMPER MODEL BB- SCS- 02 1' DRAIN VA. W/ PWG ELEVATOR PIPING DETAIL O2 N.T.S. 3 AT SEE 'AT HANGER DETAIL ON SHEET 8 OF 8 SYM MANUFACTURER RELIABLE TYPE MODEL 0.11.1 11.1.10 1/2 1/2' AT1 SEE ATV HANGER DETAIL ON SHEET 8 OF 8 SSU 861 N/A 1/2 1/2' HD SEE 'HD' HANGER ON SHEET 8 OF 8 REUABLE SSU BRZ N/A 1/2 1/2 165 273 (TOTAL THIS CONTRACT: 1,181) TOTAL 'TI SHEET: 276 AFF BOB BOO BOJ BOP D OT FO DOW OFOW NAB UNO ABOVE FINISHED FLOOR BOTTOM OF BEIM BOTTOM OF DECK BOTTOM OF JoisT BO▪ TTOM OF TRUSS CUT TO SUIT FIELD ORDEJL INSIDE FACE OF WALL OUTSIDE FACE OF MU. NO AUTO. SPRINKLERS U 510.8 NOTED OTHERWISE 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4•WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE RIGID COUPUNG 0 DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH T 0 3-8 e-0 I g1yoQ I bJ� FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 MOBIL : (425) 941-7357 0-0 r - � F i JJI BLUq I II 10-01 4g 7' 0 w 0 • / O 4/g O 4g O 4.g O g / 0 1 39 - SEE ENLAROEO PIPING 2.8 DETAIL 1 ON 3 FOR DIMENSIONS 1,-8. IFOW BLUE i O "Q'3 e 17,b4 3 241 L1 NOTE: SWING PIPE TIGHT TO BOTTOM OF BEAM BLUE BLUE (34) 0, -o B.7 2 32 24 BLUE 6 g ENLARGED PIPING DETAIL 1/4 " = '-0" CERTIFICATE OF COMPETANCY STAMP BYEL 62 SYS. 61 NOTE: PIPE END SEPERATON NOT SHOWN TO SCALE FOR CLARITY (SEE ELEVATION VIEW 8 ON 3) 10' CORE 5' CORE GREEN 21 GREEN SWING PIPE UP TOWARD DECK 3 ELEVATION 18r ligr GREEN GREEN • SEISMIC SEPERATION DETAIL CD 3" SEISMIC SEPERATION A , tot- FOW NORMAL PIPE END SEPERATION SEISMIC SEPERATION DETAIL c) SEISMIC SEPERATION NORMAL PIPE END SEPERATION SEISMIC SEPERATION DETAIL NOTE: PIPE END SEPERATION NOT SHOWN TO SCALE FOR CLARITY (SEE ELEVATION VIEW 4 ON 3) 1ST LEVEL • EAST ENO KEY PLAN SEE PLAN ABOVE FOR CONTINUATION REDUCED PRINTS 0 SWING PIPE UP TOWARDS DECK SEISMIC SEPERATION DETAIL swirsir SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T • GRQUP HEALTH PARKING GAFIAGE 12,01, EAST MARGINAL WAY SOUTH TUKVVILA, WASHINGTON DESIGNER DATE SHEET B. COLLINS 9-28-2000 3 OF 8 0 S cD1 540'4T 20,0' 26'-0' 30'-0' 30'40" 30-0' 30-0' 30-0' 300' 30-0' 5'-0' 100" 6'-0' 8'4 12.8' 4'•2 10'-0' 100"6'0' 10-0' 158.0' 6'-0 ' 10 0 16'. ' 5'-0' 10'-0' 10-0' 0-0' "f---- 10'•0' ---- "f 16.0' - ----- 0-0' 10'-0' -- - - f. 10-0' - - 6'4Y {--- - 10'-0' ---- 16'•0' - - 6'-0' ---.-:. TNR1W Y ' f i f i I -- GRID '1' 301 GRID2' 1' DRAIN VA WI1'PLUG RID'2 RID'3 RID'3 RID'4' RID'4' RIDS' GRID'6 ( 4-4 0 n HYDRAULICALLY MOST DEMANDING AREA: SYS. #3 6 0 DENSITY: .15 GPM OVER 1,960 SQUARE FEET SYSTEM DEMAND @ BOR: 501.7 GPM @ 97.8 PSI ( INCLUDING 0 GPM FOR NSIDE HOSE STREAMS) 0 0 4/2 2 O 4g O mg 0 4/2 4/g 0 4/2 z 1 z 5 SYSTEM #3 CONCRETE DOUBLE TEE CONSTRUCTION - TYPICAL O 2 0 0 4/g 4/% O 4g NOTE: SEE ENLARGED PIPING DETAIL 1 ON 4 FOR DIMENSIONS PLUM ,6 0 B.O. TEE PLUM 12 14 4 4 N1 N1 IPLUI PLUM 18 / Q ' mom --4 N i ( - 013.614, �I 10.o 0 i\ a = g (3 ^ 2 0 WHITE 0 yy+� �/g '4/g 12 WHITE g O 1 O / Q / 4 4 4 L0.8_ - _210 - _I_ _. 1281- _ 4 _2-8 4- I 1 4. _L - �� \ 91 11-4 1 \ 12-0I I liIi.a QI / 4d I I ab l NOTE: I^ $I CQOO°QI I 1 ^'�N► MAINS SLOPE UP PARALLEL WITH STRUCTURE I.F.O. CONC. TILT -UP -4- 12-0 15 WHITE AT 5' B.O. TEES STARTING FROM DRUM DRIPS @ GRID'S' (BOTH SIDES OF INVERTED TEE BEAMS) WHITE 4 --m1-q-- 15-0 )- 7 B �gl / WHITE IN 1 - •3- 4 42 PLu4 4`I PLUM 4/g x S 4 I \ g1 4 9 I � 3 \ Q 14.6- E4/ -S- f -4:1 15-0 �Q2-0 pI / 4Z 12-0 s - 7 tit= r 44 3-00 / I15-0 / I'$ 2 7-0'r II L4 f_ m /8-0a - O 7-0 /11 SyvHyQ°Qs R Col =S--4-1 +71 F- 12 -0I 30\ 4g 4- 154 7-0 WH 4/2 4/2 4/2 0 I.F.O. CONC. TILT -UP SYSTEM #4 CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL PLUM 11 E 5 5 5 0 / 4'S PLUM 5 0 0 B.O. TEE NOTE: MAINS ARE OFFSET FOR CLARITY ab} QY� 8'CONC. TILT -UP iii IFOW 111 10-0' C/C 4 40' 4 PLUM WHITE B.O. TEE (SYS. #3 & 4) 6'-O" 246' 6"I 2-1' 2.1" 6. /2111/1 NO DRILLING -� CENTER HEADS BETWEEN CONCRETE TEE'S. BRANCHUNE --►- SPRINKLER DEFLECTOR LOCATION: PER N.F.PA. #13, 1888 EDITION SECTION 4.8.4.1.2 EXCEPTION #4: DEFLECTORS OF SPRINKLERS UNDER CONCRETE TEE CONSTRUCTION WITH STEMS SPACED LESS THAN 71/5' BUT MORE THAN 3' ON CENTRES SHALL, REGARDLESS OF THE DEPTH OF THE TEE, BE PERMITTED TO BE LOCATED AT OR ABOVE A HORIZONTAL PLANE 1' BELOW THE BOTTOM OF THE STEMS OF THE TEES AND SHALL COMPLY WITH TABLE 4-8.5.1.2. (BEAM RULE). 2.3" 3' -.4- NO DRILLING CONCRETE DOUBLE TEE SECTION N.T.S. HANGER LEGEND SPRINKLER LEGEND 404 O 8' 408 407 1'-6" 8' NO DRILLING -0-'• 408 N ID SYSTEMS #3 & #4 SECOND LEVEL - WEST 18 SCALE 1/8'41'-0' b tv / b / INVERTED CONCRETE TEE BEAM SECTION ABBREVIATIONS N.T.B. SYMBOL LEGEND QUALITY CONTROL BY: DATE: PLUM Y,6 4 ® - .lef 6}0',o NOTE: SWING PIPE TIGHT TO ).,4„5- BOTTOM OF BEAM N 40PWM SEE PLAN ABOVE FOR CONTINUATION B.O. TEE ENLARGED PIPING DETAIL \ 1/4' = 1'-0' 4 REVISIONS SEE' AT HANGER DETAIL ON SHEET 8 OF 8 SYM MANUFACTURER TYPE MODEL 1K o 0 RELIABLE SSU G BRZ. N/A 1/2' 1/2' 186° 290 SEE ATI' HANGER DETAIL ON SHEET 8 OF 8 SEE HD' HANGER ON SHEET 8 OF 8 (TOTAL THIS CONTRACT: 1,181) (TOTAL THIS SNEE1) AFF BOB BOD BOJ BOP BOT CT8 FO IFOW OFOW NAS LINO /DOVE FINISHED FLOOR BOTTOM OF SEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PIRWN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHER CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPUNGS @ THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS 1/4"/10' AND BRANCHUNES Yz%10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOUD PORTION OF THE STRUCTURE TO BE TYPE 'HD' - SEE 'HD' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4" AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT - SEE 'AT HANGER DETAIL ON SHT. 8 OF 8 5. THE MAXIMUM DEFLECTOR DISTANCE IS 1" BELOW THE BOTTOM OF THE CONCRETE TEES PER NFPA #13; 48.4.1.2, EXCEPTION #4 B. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID LINE '8' 7. NO DRILUNG ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILUNG ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5" CENTERLINE OF THE VERTICL STEMS CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 CERTIFICATE OF COMPETANCY STAMP kis ENS 64 END LEVEL - WEST ENO KEY PLAN SYS. OR .5)175" z W U 0 MEW. W 0 FF -w SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T GROUP HEALTH PAIRKING GARAGE EAST mARGINAL WAY SOUTH TUKWILA, WASHINGTON_ - 5 -3 5 V (2./.) DESIGNER DATE SHEET JOB . B. COLLINS 4 OF 8 NOTE: SEE SEISMIC SEPERATION DETAIL 4 ON 5 540-0' 13 c)115 16 30-0' 30-0' 30-0' 30-0' 30-0' 300" 30-0' 25'-0' 20-0' 5-0' 0610'10 100" 5'-0' 1 100' C/C C/C 320 'Ib 1n 5'-0' 15'-0' GRID '11' GRID 11' CIO ` 10-00 GRID '12' 10-0' 1a-0' S'-0" I. 15' O' 10-0' GRID '10 C/C 224 GRID '13' GRID '13' 0 C/C GRID '14' 1, 0610'14' 15'-0' 10,-0' 6'-0' 15'-0' O227 I I I I I 1 1 1 ' I I 1 1 HYDRAULICALLY MOST DEMANDING AREA: SYS. #2 DENSITY: .15 GPM OVER 1,060 SQUARE FEET SYSTEM DEMAND ® BOR: 380.9 GPM ®103.0 PSI (INCWDINO 0 GPM FOR NSIDE HOSE STREAMS) C/C 228 GRID IV GRID '16' C/C r 1' 9 c 10-00 5'-0' ,� , ��-15'-0' 10-0' GRID IV 0GRID'I9,4w9c C/C GRID ID O ,+1•_ '=lb ,�,i,1, 448 446 11X1ADACAP-�I T 1 dal�If��1%xi ADACAP 224 1 103 9 4-0p 4./2 04' I �'4 / 14 2 - 2. o at 4231 0 p / C> 0 4 3 ^ _ 4 $ / 0 43 CONCRETE DOUBLE TEE CONSTRUCTION • TYPICAL 4/$ SYSTEM #2 I ' I I RAMP SLOPES UP 221 0 43 4g 0 43 �g 2 4 3 413 5-0' GRID '11 15'-0' 10'-0' 12'-8' 8'-4' 444 c/c 443 GRID '18' GRID '18' C/C GRID 'IE s-0' i 10-0' 5'-0' GRID '1a C/C I. OFOW 1' DRAIN VA GRID '20 W/,'PWG O 439 0 = 2 407 Q 4 g / l >0 406 Q 4/$ o S 403 0 0 g 8.5% 2 TO 360 LEVEL 0 PLU J 13'1 ' 1 DRUM DRIP 3' ORVD CAP W/ 1' THREADED OUTLET WHIT x/$ 0 g NOTE: SEE SEISMIC SEPERATION DETAIL 2 ON 6 4/g 0 47 1 "/g GREEN 0 3II�0 10-6 4.6 4 I 4 I I 4 1 5-0 / 02-0 / xg (TEE • WHITE x O N V. 0.9 os 4201 0 / NOTE: MAIN SLOPES UP PARALLEL WRH RAMP AT 3' B.O. TEE'S STARTING T FLEX COUPUNOS (SEE SHEET 3 OF 8) 1_h GREEN. = r 4 g 4 � :8 g1 / I =_"g / -Q 13: /3: 154 41 B.O. TEE t-- ,p - � 4 .`22.10 38 �,� 45- 0 _C $ 0 3 0 4/2 O 4. 2 / 0 WH E i 5 B.O. TEE NI i GREEN 28 115.0 4 1 1 4 4 1,5.0 31 WHITE REEN 4g / 3\g GREEN 32 _L---1-_-L._-_L_ _J 4 4 I I 3 13 8.61 26 1�I 26 O 7 4/g 0 4 g I i 11 I I I I I I I 1 1 1 I I I HYDRAULICALLY MOST DEMANDING AREA: SYS. #4 DENSITY: .16 GPM OVER 1,950 SQUARE FEET SYSTEM DEMAND ® BOR: 358.8 GPM ®102.4 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) SYSTEM #4 NOTE: 21 / 1 08 14 ; 1 4 1 4 1 0-0 15-0 - _1- T{ -I 28_L__._L_ 1_ 5 I �y WHITE 1�Q a4 .0 g g;o 4'<3 v 3 Q0� i :C n O / O 4g 4g 0 0 '/2 O 1 • g 4g �/ 4 4 g \11 p 2-0 \/ I \ / g\ 3 1 ,1, Q I I 1 3/ Q 3 1 3/ ' • r_[112-8 _ - I_ .. 240_ __ _ 10-0 _5._ - L---L3_---I--'-"3-� -1---- -{_ _- _. ".4_ _ _.-)_4 2-0 CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL B.O. TEE 32 II WHITE SYSTEM #4 B.O. TEE NI , V 13-0 4g 4 WHITE O E i 5 - 12-0 4/2 O 42 0 43 0 0 0 0 NO DRILUNG CENTER HEADS BETNEEN CONCRETE TEE'S. BRANCHUNE SPRINKLER DEFLECTOR LOCATION: PER N.F.P.A, #13, 1998 EDITION SECTION 4-6.4.1.2 EXCEPTION #4: DEFLECTORS OF SPRINKLERS UNDER CONCRETE TEE CONSTRUCTION VVITH STEMS SPACED LESS THAN 7W BUT MORE THAN 3' ON CENTRES SHALL, REGARDLESS OF THE DEPTH OF THE TEE, BE PERMITTED TO BE LOCATED AT OR ABOVE A HORIZONTAL PLANE 1' BELOW THE BOTTOM OF THE STEMS OF THE TEES AND SHALL COMPLY WITH TABLE 4-6.5.1.2. (BEAM RULE). • 7.1 CONCRETE DOUBLE TEE SECTION N.T.S. NO DRILLING NO DRILLING 4g 4 WHITE 112-6 I"1 MAINS SLOPE UP PARALLEL WITH STRUCTURE O 4/3 O 43 4g 0 /2 0 45. 4/2 0 r-4 0 4/2 0 ,91 WH ITE AT 6' B.O. TEES STARTING FROM DRUM DRIPS Q GRID '16' (BOTH SIDES OF INVERTED TEE BEAMS) '.3." -e -L SEE ENLARGED PIPING 2-8 DETAIL 1 ON 5 FOR DIMENSIONS 42 (1) SYSTEMS #2, #3, & #4 SECOND LEVEL - EAST ItsieszsiedszsistZ INVERTED CONCRETE TEE BEAM SECTION N.T.S. FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS g THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS W/10' AND BRANCHUNES W/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOLID PORTION OF THE STRUCTURE TO BE TYPE 'HD' - SEE 'HD' HANGER DETAIL ON SHEET' 8 OF 8 4. ALL 4" AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT' - SEE 'AT HANGER DETAIL ON SHT. 8 OF 8 5. THE MAXIMUM DEFLECTOR DISTANCE IS 1' BELOW THE BOTI-OM OF THE CONCRETE TEES PER NFPA #13; 4-6.4.1.2, EXCEPTION #4 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID LINE IT 7. NO DRILLING ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5' CENTERLINE OF THE VERTICL STEMS CD 0 NOTE: PIPE END SEPERATION NOT SHOVVN TO SCALE FOR CLARITY (SEE ELEVATION VIEW 3 ON 5) WHITE r> SHANG PIPE UP TOWAFIDS DECK WHITE 1-2 (0-4) ELEVATION flWH WHITE WHITE • SEISMIC SEPERATION DETAIL ED IFOW NOTE: SWING PIPE TIGHT TO BOTTOM OF BEAM NOTE: PIPE END SEPERATION NOT SHOWN TO SCALE FOR CLAFIFIY (SEE ELEVATION VIEW 6 ON 6) SWING PIPE UP TOWARDS DECK 1-2 PLUM 1-2 g (- ELEVATION I PLUM PLUM PWM SEISMIC SEPERATION DETAIL cp r3' SEISMIC SEPERATION 10. CORE FOW NORMAL PIPE END SEPERATION SEISMIC SEPERATION DETAIL 10" CO IORE r 3' SEISMIC SEPERATION FOW NORMAL PIPE END SEPERATION SEISMIC SEPERATION DETAIL ,0 ENLARGED PIPING DETAIL 0, REDUCED PRINTS !CAUTION! HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUAUTY CONTROL BY: DATE: REVISIONS CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PHONE : (425) 746-1000 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 MOBIL : (425) 941-7357 0., ,certific.k. III 9 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST srg TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T AT SEE 'AT HANGER DETAIL ON SHEET 8 OF 8 SYM MANUFACTURER TYPE MODEL ,,.."4V.`"4- OM 1.1.3 AFF BOB BOCI BOJ OOP BOT MS FO IFOW NAB LIND ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF OEM BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TFIUSTI OUT TO SUIT HELD ORDER INSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS rcrrED OTHERYASE , + -A- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION XENDRViErRICED NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION RELIABLE SSU 03 BRZ. N/A 1/7 1/2' 165' 306 AREA BY DATE ATI SEE 'ATI' HANGER DETAIL ON SHEET 8 OF 8 HD SEE 'HD' HANGER ON SHEET 8 OF 8 GROUP HEALTH PARKIkIG GARAGE EAST MARGINAL WAY SOUTH / / /#/ /I / 711111&43 0 -Hi-- HYDRAULIC CALCULATION NODE REOBLE COUPLING END LEVEL • EAST END DESIGNER DATE SHEET JOB NO. B' CONC. a TILT -UP NP 3 13! le g H 640'0" 20'-0• 25'4Y 300" 30-0• 30-0" 30-0" I IFOW a JQQ 4 o 2 B.O. TEE /I TANDPIPE- I 1 0.4" IAyFOOW K TAN TAN .(4y x 1 r x SEE ENLARGED PIPING" DETAIL 1 ON 8 FOR B.O TEE DIMENSIONS Pa— 1' 1 i I p 'AT� 41 e-. - 1 BOD II--It�'6 irj 10y I— � S 9�=1_ 1 — — — 7 1- T-1 - _f 11 F 8 X 4 GROOVED%'- 6-51 �r�6.1 % ' 24-0 �I' 1 i. `�.//1 1 1 1 BOD BOD AT TAN AT AT ��.� TI 4• GRVD BFY. VA. W/ TAMPER SWITCH I _L8 RED. COUPUNG 8' TILT•CONCUP 11 B.O. TEE V-4" IFOW REDI __ 0 BOD BOD RE r RE _(4) 6' 90• ELLS BACK TO BACK 61 B.O.I, E 12161 RED R B.O. TEE -rT-f 1---r-1-7---)--r--T-r1---r 1-T---1 r--T-I--I---r-l-T----(_. ---J---L _-_I/'SL- I _J- -- L -1-_J L-__1- J -L_6_ -L-. --J - �. B I 1 8..�-' 1 8- r 1 8 1 1 - - i II/ /1 / II / ( 2Ap 24-0 I 11-01/2 I I 12-111/21 ' / II 24-0 I I I II « 1 I Nl I STANDPIPE -, NOTE: 3 I 3u SEE PIPING DETAIL DETAIL ON � 13 REDI IRE 16 RED B.O. TEE RED 1 --- /B1 1 11 24-01Ki 3 17 RED B.O. TEE CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL —6-1-r 1-__. - II/, 24-0 18 RED CONCRETE DOUBLE TEE CONSTRUCTION - TYPICAL 10. 1--1--I. Z J T -Y Z r I IB I-4 -� s�-8-+'—I 8X24 -0%L —J_ --J- / � /I' III .r 17-01' I I• --/ 1 8.111/2 1 1 (24-0) I CI Ki r, STANDPIPE-, - 1 SEE PIPING DETAIL 7% DETAIL 2 ON 8 B.O. TEE 1 I RED I RED TAN NOTE: SWING PIPE TIGHT TO BOTTOM OF BEAM AND TIGHT TO 4' MAIN TAN HANGER LEGEND 6 11 RED ENLARGED PIPING DETAILO 1/4" = 1'-0" 8 SPRINKLER LEGEND CDN STANDPIPE - WEST 08 18 SCALE 1/8'-1'-0' FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS @ THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS 1/.%10' AND BRANCHUNES W/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOUD PORTION OF THE STRUCTURE TO BE TYPE 'HD' - SEE 'HD' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4" AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT - SEE 'AT HANGER DETAIL ON SHT. 8 OF 8 5. ALL 6" HANGERS TO BE TYPE'AT1' - SEE'AT1' HANGER DETAIL ON SHT. 8 OF 8 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID UNE 'B' 7: NO DRILUNG ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5' CENTERLINE OF THE VERTICL STEMS ABBREVIATIONS SYMBOL LEGEND OUALITY CONTROL BY: DATE: REVISIONS STANDPIPE GOLD 8 (ATRIDS') 4' GROOVED BEY. VA. WITH TAMPER SWITCH 1. a SEE PLAN ABOVE FOR PIPE LENGTHS PIPING DETAIL2 1/2' = 1'-O 6 SEE 'AT HANGER DETAIL ON SHEET 8 OF 8 SYM MANUFACTURER TYPE MODEL OHM SEE 'ATV HANGER DETAIL ON SHEET 8 OF 8 SEE 'HD. HANGER ON SHEET 8 OF 8 SEE' PC' HANGER DETAIL ON SHEET 8 OF 8 AFF BOB B00 BOP BOT OTS FO IFOW OFOW IIv8 UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF MUSS CUT TO BUTT FRED ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO ANO. SPRINKLERS UNLESS NOTED 01406180 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 748-1000 FAX : (425) 746-3737 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 FAX : (425) 941.7357 8 3RD LEVEL ag ,- 4' GRVD CAP 21/2' SN,.__,.4'-0 (THREADED) '2'AFF 'IL/ 2ANGLE VALVE BOTTOM OF IX PW ) WITH CAP & CHAIN DOUBLE TEES 11" CONC. LEDGER 2ND LEVEL <3 TAN ,^RISER CLAMP SN (THREADED) BOTTOM OF DOUBLE TEES 111/' CONC. LEDGER 0 TAN 8' CONC. WALL 1ST LEVEL / T <3 TAN AFF L21/2' ANGLE VALVE a WITH CAP & CHAIN PC / STAIR LANDING 4 X 2.8 111 (1.10%) 4' GRVD CAP WITH 1'NIPPLE81"AUX. DRAIN VA. W/ PLUG a 8' IFOW STAIR LANDING STANDPIPE DETAIL / 4 1 1/2" = 1'-0' 6 ag 4' GRVD CAP 4'•0'2 AFF 2'h' SN (THREADED) 3RD LEVEL BOTTOM OF DOUBLE TEE'S INVERTED CONC. T BEAM (BEYOND) 20' X 20' CONC. COLUMN -r 2ND LEVEL r -T 2 21/2' ANGLE VALVE p;112: � 1 WITH CAP & CHAIN -p -RISER CLAMP 'L".. <3 GOLD a r4 r < I GOLD 2W SN (THREADED) BOTTOM OF J r - DOUBLE TEE'S L -_ INVERTED CONC.1) BEAM (BEYOND) 1ST LEVEL P.? <3 GOLD AFF 21/2' ANGLE VALVE PC WITH CAP & CHAIN ^RISER CLAMP T a � a 2W SN (THREADED) GOLD 5u' F.O. COLUMN (3 J GOLD 4X1-8% (0-B%) O (AT GRID'S') <3 GOLD AFF 2'h' ANGLE VALVE WITH CAP & CHAIN 4' GRVD CAP WITH (*NIPPLE & 1" AUX. DRAIN VA. W/ PLUG STANDPIPE DETAIL O 1/2' = 1'-0" 6 404,1 uo. OW - 6E81180011 OF COMPLIANCY STAMP N STAND PIPE WEST END • N.T.8. KEY PLAN 5F5 SII )EIEz W 0 /W 0 w cC SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REO. NO. SMITHFS1380T Bus: ( 253) 926 -1880 FAX: ( 263) 928 - 2350 GROUPA-2 GARAGE EAS1' MARGINAL WAY SOUTH TUKWILA, WASHINGTO DESIGNER DATE SHEET JOB NO. B. COLLINS 9 - 28 - 2000 6 OF 8 T1 .190 30'-0• 30'-0' 30'-0' .-,. a JQQ 4 o 2 B.O. TEE /I TANDPIPE- I 1 0.4" IAyFOOW K TAN TAN .(4y x 1 r x SEE ENLARGED PIPING" DETAIL 1 ON 8 FOR B.O TEE DIMENSIONS Pa— 1' 1 i I p 'AT� 41 e-. - 1 BOD II--It�'6 irj 10y I— � S 9�=1_ 1 — — — 7 1- T-1 - _f 11 F 8 X 4 GROOVED%'- 6-51 �r�6.1 % ' 24-0 �I' 1 i. `�.//1 1 1 1 BOD BOD AT TAN AT AT ��.� TI 4• GRVD BFY. VA. W/ TAMPER SWITCH I _L8 RED. COUPUNG 8' TILT•CONCUP 11 B.O. TEE V-4" IFOW REDI __ 0 BOD BOD RE r RE _(4) 6' 90• ELLS BACK TO BACK 61 B.O.I, E 12161 RED R B.O. TEE -rT-f 1---r-1-7---)--r--T-r1---r 1-T---1 r--T-I--I---r-l-T----(_. ---J---L _-_I/'SL- I _J- -- L -1-_J L-__1- J -L_6_ -L-. --J - �. B I 1 8..�-' 1 8- r 1 8 1 1 - - i II/ /1 / II / ( 2Ap 24-0 I 11-01/2 I I 12-111/21 ' / II 24-0 I I I II « 1 I Nl I STANDPIPE -, NOTE: 3 I 3u SEE PIPING DETAIL DETAIL ON � 13 REDI IRE 16 RED B.O. TEE RED 1 --- /B1 1 11 24-01Ki 3 17 RED B.O. TEE CONCRETE DOUBLE TEE CONSTRUCTION -TYPICAL —6-1-r 1-__. - II/, 24-0 18 RED CONCRETE DOUBLE TEE CONSTRUCTION - TYPICAL 10. 1--1--I. Z J T -Y Z r I IB I-4 -� s�-8-+'—I 8X24 -0%L —J_ --J- / � /I' III .r 17-01' I I• --/ 1 8.111/2 1 1 (24-0) I CI Ki r, STANDPIPE-, - 1 SEE PIPING DETAIL 7% DETAIL 2 ON 8 B.O. TEE 1 I RED I RED TAN NOTE: SWING PIPE TIGHT TO BOTTOM OF BEAM AND TIGHT TO 4' MAIN TAN HANGER LEGEND 6 11 RED ENLARGED PIPING DETAILO 1/4" = 1'-0" 8 SPRINKLER LEGEND CDN STANDPIPE - WEST 08 18 SCALE 1/8'-1'-0' FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS @ THE TOP OF ALL RISERS 2. SLOPE DRY SYSTEM MAINS 1/.%10' AND BRANCHUNES W/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOUD PORTION OF THE STRUCTURE TO BE TYPE 'HD' - SEE 'HD' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4" AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE 'AT - SEE 'AT HANGER DETAIL ON SHT. 8 OF 8 5. ALL 6" HANGERS TO BE TYPE'AT1' - SEE'AT1' HANGER DETAIL ON SHT. 8 OF 8 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID UNE 'B' 7: NO DRILUNG ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5' CENTERLINE OF THE VERTICL STEMS ABBREVIATIONS SYMBOL LEGEND OUALITY CONTROL BY: DATE: REVISIONS STANDPIPE GOLD 8 (ATRIDS') 4' GROOVED BEY. VA. WITH TAMPER SWITCH 1. a SEE PLAN ABOVE FOR PIPE LENGTHS PIPING DETAIL2 1/2' = 1'-O 6 SEE 'AT HANGER DETAIL ON SHEET 8 OF 8 SYM MANUFACTURER TYPE MODEL OHM SEE 'ATV HANGER DETAIL ON SHEET 8 OF 8 SEE 'HD. HANGER ON SHEET 8 OF 8 SEE' PC' HANGER DETAIL ON SHEET 8 OF 8 AFF BOB B00 BOP BOT OTS FO IFOW OFOW IIv8 UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF MUSS CUT TO BUTT FRED ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO ANO. SPRINKLERS UNLESS NOTED 01406180 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 748-1000 FAX : (425) 746-3737 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 FAX : (425) 941.7357 8 3RD LEVEL ag ,- 4' GRVD CAP 21/2' SN,.__,.4'-0 (THREADED) '2'AFF 'IL/ 2ANGLE VALVE BOTTOM OF IX PW ) WITH CAP & CHAIN DOUBLE TEES 11" CONC. LEDGER 2ND LEVEL <3 TAN ,^RISER CLAMP SN (THREADED) BOTTOM OF DOUBLE TEES 111/' CONC. LEDGER 0 TAN 8' CONC. WALL 1ST LEVEL / T <3 TAN AFF L21/2' ANGLE VALVE a WITH CAP & CHAIN PC / STAIR LANDING 4 X 2.8 111 (1.10%) 4' GRVD CAP WITH 1'NIPPLE81"AUX. DRAIN VA. W/ PLUG a 8' IFOW STAIR LANDING STANDPIPE DETAIL / 4 1 1/2" = 1'-0' 6 ag 4' GRVD CAP 4'•0'2 AFF 2'h' SN (THREADED) 3RD LEVEL BOTTOM OF DOUBLE TEE'S INVERTED CONC. T BEAM (BEYOND) 20' X 20' CONC. COLUMN -r 2ND LEVEL r -T 2 21/2' ANGLE VALVE p;112: � 1 WITH CAP & CHAIN -p -RISER CLAMP 'L".. <3 GOLD a r4 r < I GOLD 2W SN (THREADED) BOTTOM OF J r - DOUBLE TEE'S L -_ INVERTED CONC.1) BEAM (BEYOND) 1ST LEVEL P.? <3 GOLD AFF 21/2' ANGLE VALVE PC WITH CAP & CHAIN ^RISER CLAMP T a � a 2W SN (THREADED) GOLD 5u' F.O. COLUMN (3 J GOLD 4X1-8% (0-B%) O (AT GRID'S') <3 GOLD AFF 2'h' ANGLE VALVE WITH CAP & CHAIN 4' GRVD CAP WITH (*NIPPLE & 1" AUX. DRAIN VA. W/ PLUG STANDPIPE DETAIL O 1/2' = 1'-0" 6 404,1 uo. OW - 6E81180011 OF COMPLIANCY STAMP N STAND PIPE WEST END • N.T.8. KEY PLAN 5F5 SII )EIEz W 0 /W 0 w cC SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REO. NO. SMITHFS1380T Bus: ( 253) 926 -1880 FAX: ( 263) 928 - 2350 GROUPA-2 GARAGE EAS1' MARGINAL WAY SOUTH TUKWILA, WASHINGTO DESIGNER DATE SHEET JOB NO. B. COLLINS 9 - 28 - 2000 6 OF 8 T1 .190 3RD LEVEL 10 a1-4'GRVD CAP 29' SN (THREADED) AFF V 141- 29' ANGLE VALVE WITH CAP & CHAIN BOTTOM OF DOUBLE TEES h,/ \ CONC. LEDGER 2140 LEVEL BOTTOM OF DOUBLE TEE'S 46 RED 4(44:11] YELLOW N.E. STAIR SOUTH STAIR ,-RISER CLAMP STAIR LANDING =L 45 RED (BJ YELLOW N.E. STAIR SOUTH STAIR N.E. STAIR SOUTH STAIR 43 RED Q S J YELLOW 0 21/2' SN (THREADED) AFF V7 21/4' ANGLE VALVE TOUT WITH CAP & CHAIN 111// CONC. LEDGER 0/ (1101/4) 4" GRVD CAP WITH 1'NIPPLE &1'AUX. DRAIN VA. W/ PLUG 8' CONC. WALL N.E. STAIR 43 RED SOUTH STAIR a YELLOW 1ST LEVEL IFOW STAIR LANDING STANDPIPE DETAIL O 1/2 " = 1'-0" 7 -Vl- 3RD LEVEL -�• r BOTTOM OF DOUBLE TEES L_ INVERTED CONC. T BEAM (BEYOND) 20' X 20' CONC. COLUMN -'- 2ND LEVEL BOTTOM OF DOUBLE TEES L INVERTED CONC. T BEAM (BEYOND) J 1ST LEVEL 2'W SN (THREADED) 2'h' SN (THREADED) GRVD CAP 4.-01J.1) AFF p� 2'1' ANGLE VALVE WITH CAP & CHAIN <3 ORANGE -RISER CLAMP 40 ] ORANGE 1 <3 ORANGE AFF ,,� 2'%' ANGLE VALVE P� I . WITH CAP & CHAIN RISER CLAMP r � I 1 1 I I 1 1 1 � <3j ORANGE 4X1.89 (0.8'1 14 (2 J0RANGE 1" y g ORANGE 2h' SN (THREADED) Pc� 5'h' F.O. COLUMN AFF 29' ANGLE VALVE WITH CAP & CHAIN 4' ORVD CAP WITH 1' NIPPLE &1" AUX DRAIN VA WI PLUG STANDPIPE DETAIL O 1/2" = 1'-0" 7 HANGER LEGEND 10 �a-0 11 12 13 14 L 30-0" 30-0" 32-0" 32-0' 30'-0" 32-0' 32-0' 30-0' 25'3' 20-0" 4. ORM BFY. VA WI TAMPER SWITCH -- 16X24-091 6 2.119 -21 6 21-09 CONCRETE DOUBLE TEE CONSTRUCTION - TYPICAL -- — re— — — — --I 6----I--I 24-0 1 6 24-01 B.O.TE NOTE: SEE SEISMIC SEPERAT1ON DETAIL 2 ON 7 9E B.O. TEE 2 STANDPIPE 6 N O I YLL -1 17 - ,ATL cor$bb�T 40> J1 AT a AT BOD 28 REDi <3 YELLOW BOD 1T (2!4'00'ELLS r BACK TO BACK to 16 Y B.O. TEE RED CONCRETE DOUBLE TEE CONSTRUCTION - TYPICAL RED B.O. TEE 4-0 29 RED —— -F — --4-- ---I - 6 6 24-0 RED 24-0 i B.O. TEE RED 6-01 STANDPIPE -1 ' S RED 43 I i BOD 83 FLED AT AT 2 FLED E> 8' GRVD BFY. VA. W/ TAMPER SWITCH 1 7 .-�_-1__-_L_ 8 I I 15.69 B.O. TEE NOTE: j SEE PIPING DETAIL DETAIL ON 32 RED 24'01 I I� ISI 13.0 TEE 24-0 RED B.O. TEE RED _ . 8'CONC. Et TILT-UPti a z -1,14-11-. Is F 2ND FLR. m '. LANDING -T-11 FQ G,o 1ST FLR. GA s...\:_1/ LANDING r X -4 • I7 B.O. TEE STANDPIPE 41 (SIMILAR) 1 1R 8-4' I IFOW ► 7 LL J ^SN R.° L 6 X 4 GROOVED RED. COUPUNG RED 38 B.0. TEE F3 SEE ENLARGED PIPING DETAIL 1 ON 7 FOR DIMENSIONS (, I\ 17 Fri F 6-1- -1 14-11'% � 1 3 za• IFOW B.O. TEE a mIF 7g '.4p8 STANDPIPE L4' GROOVED BFY, VA. WITH TAMPER SWITCH SEE PLAN ABOVE FOR PIPE LENGTHS PIPING DETAILED 1/2"=T-0" 7 SPRINKLER LEGEND ABBREVIATIONS N ID STANDPIPE - EAST 0 B 16 SCALE 1/8"-1'-0' FITTER / LISTER NOTES 1. INSTALL FLEXIBLE COUPLINGS Q THE TOP OF ALL RISERS 2, SLOPE DRY SYSTEM MAINS W/10' AND BRANCHUNES W/10' MINIMUM 3. ALL 4" AND SMALLER HANGERS LOCATED AT THE SOUD PORTION OF THE STRUCTURE TO BE TYPE 'HD' - SEE11-ID' HANGER DETAIL ON SHEET 8 OF 8 4. ALL 4" AND SMALLER HANGERS LOCATED AT THE JOINTS OF THE CONCRETE DOUBLE TEE PANELS TO BE TYPE' AT - SEE' AT HANGER DETAIL ON SHT. 8 OF 8 5. ALL 6" HANGERS TO BE TYPE 'ATI' - SEE 'ATI' HANGER DETAIL ON SHT. 8 OF 8 6. NO DRILLING ANY WHERE ON THE INVERTED CONCRETE T BEAM THAT RUNS EAST TO WEST ALONG GRID LINE 7. NO DRILLING ANY WHERE ON THE VERTICAL STEMS OF THE CONCRETE DOUBLE TEE PANELS 8. NO DRILLING ON THE DECK OF THE CONCRETE DOUBLE TEE PANELS WITHIN 5" CENTERLINE OF THE VERTICL STEMS SYMBOL LEGEND QUALITY CONTROL BY: DATE: d o 1-5 RED (D-0) RED NE: 0.810' PIPEOTEND SEPERATION NOT FOW SHOWN TO SCALE FOR CLARITY t0 (SEE PLAN VIEW 2 ON 7) RED RED SEISMIC SEPERATION DETAIL O (ELEVATION) 1/2' = 1'-0" 7 REVISIONS AT SEE' AT HANGER DETAIL ON SHEET 8 OF 8 SYM MANUFACTURER TYPE MODEL OAHU AT1 SEE 'ATV HANGER DETAIL ON SHEET 8 OF 8 HD SEE'HD' HANGER 014 SHEET 8 OF 8 PC SEE 'PC HANGER DETAIL ON SHEET 8 OF 8 AFF BOB 800 BOP BOT OTB FO IFOW OFOW NAB LINO ABOVE FINISHED FLOOR B OTTOM OF SEAM B OTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN B OTTOM OF TRUSS CBF TO SUR FIELD ORDER INSIDE FACE OF WNL OUTSIDE FACE OF WALL NO AUTO. 511081288 UNLESS NOTED OTHERWISE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH SWING PIPE DOWN AND UNDER BEAM 14' CO 10' CORE 21 RED FOUSHEE & ASSOCIATES P.O. BOX 3736 3260 118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 FAX : (425) 746-3737 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 FAX : (425) 941-7357 III FOW ( ELEVATION r-0' NORMAL PIPE END SEPERAT1ON 25 RED • SEISMIC SEPERATION DETAIL2 (PLAN VIEW) 1/2' = 1'-0" 7 g4rD,42 0;001 CERTRCATE OFCOMPETANCY STAMP RED o NOTE: 7 SWING PIPE TIGHT TO m ryF BOTTOM OF BEAM AND TIGHT TO 3" MAIN ' ...5..) yr RED 37 ro t,11 7: 14/--' 1191F', 6 4,, 0 g 3. N 38 RED 10 ENLARGED PIPING DETAIL 1/4 " = 1'-0" 7 20 moi/ //// STAND PIPE EAST END • N.T.B. KEY PLAN 5F5 !CAUTION! SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926.2350 GROUP HEALTH PARKING GARAGE /23 db m LOS EAST MARGINAL WAY SOUTH TUKWILA WASHINGT000N. OZ)-- 5-3,, DESIGNER DATE SHEET B. COLLINS 9 - 28 - 2000 7 OF 8 JOB N0. Ti -190 TOP OF CONCRETE DOUBLE TEE PANEL 2' SQUARE WASHER W/ 3/8'THREADED HOLE r-- 3/8' ATR (CTS IN THE FIELD) RING HANGER SEE PLAN FOR PIPE SIZES 'AT' HANGER DETAIL N.T.S. HEX NUT TOP OF CONC. DOUBLE 2' SQUARE WASHER DOUBLE TEE PANEL WITH 9/18' HOLE 1/2' ATR (CTS IN THE FIELD) RING HANGER 6' SCH 10 MAIN 'ATI HANGER DETAIL N.T.S. TOP OF CONC. DOUBLE DOUBLE TEE PANEL HILTI DROP-IN ANCHOR -••- 3/8' ATR (CTS IN THE FIELD) RING HANGER SEE PLAN FOR SIZES 'HD' HANGER DETAIL N.T.S. 1/2' X 3 3/4' KWIK BOLT W/ 1/2' NUT (21/2' MIN EMBED) a • 1/2' X 3 3/4' KWIK BOLT W/ 1/2' NUT (21/2' MIN EMBED) TOLCO FIG. 880 SWAY BRACE ATTACHMENT 1' SCH 40 PIPE ✓ "--- TOLCO FIG. 960 SWAY BRACE ATTACHMENT �--1• SCH 40 PIPE ¢ ( 2 ) TOLCO FIG. 1000 FAST CLAMPS ( SEE PLAN FOR SIZES ) E.Q. BRACE #1 (FOUR WAY) N.T.S. 1/2'X33/4'KWIK - BOLT W/ 1/2' NUT (21/2' MIN EMBED) 52' ANGLE FROM VERTICAL TOLCO TIO. 1000 FAST CLAMP SS TOLCO F10. 980 SWAY BRACE ATTACHMENT E.Q. BRACE #2 (LATERAL) N.T.S. 1/2' X 33/4" KWIK BOLT W/ 1/2" NUT (2 1/2" MIN EMBED) 62' ANGLE FROM VERTICAL 1' SCH 40 PIPE TOLCO FIG. 980 SWAY BRACE ATTACHMENT PIPE CLAMP - FIG. 4A PS 1100 POWER STRUT PIPE CLAMP -- PS 100E11 POWER STRUT -8' LONG 1/2'X33/4'KWIK BOLT W/ 1/2' NUT (21/2' MW. EMBED) (2) PLACES 'PC' HANGER DETAIL TOLCO P10. 980 SWAY BRACE ATTACHMENT E.Q. BRACE #2 (LONGITUDINAL) N.T.S. N.T.S. HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS SYM MANUFACTURER TYPE MODELInnaN <w VIZ AFF 808 BOD SOF BOT CIS FO IFOW OFOW NAB UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK, BOTTOM OF JOIST' BOTTOM OF 60088 BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE TACO OF W.W. OUTSIDE FACE OF WAL NO AUTO. SPRINKLERS UNLESS NOTED OTNUKNSE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE NUMBER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLExIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH FOUSHEE & ASSOCIATES P.O. BOX 3736 3260118TH AVE. S.E. SUITE 1000 BELLEVUE, WASHINGTON 98009 PROJECT MANAGER : ERIC JONES PHONE : (425) 746-1000 FAX : (425) 746-3737 SUPERINTENDENT : DICK DICKINSON PHONE : (206) 988-2701 FAX : (425) 941-7357 REDUCED PRINTS 0 U • KEY FLAN 5F5 SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA. WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928 -1880 FAX: ( 253) 926 - 2360 GROUP HEALTH PARING GARAGE EAST2-301) , MARGINAL WAY SOUTH TUKWILA, WASHINGTON C70-5 35-V DESIGNER DATE SHEET JOB S) O. B. COLLINS 9-28-2000 8 OF 8 T1.190