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PP - 235 STRANDER BLVD - CASTLE MEGASTORE - PERMITS AND PLANS
235 STRANDER BLVD ASSOCIATED PERMITS 09-F-201 07-F-028 06-F-107 05-F-010 05-F-147 94-F-283 14-S-203 09-S-195 05-S-155 05-S-168 05-S-101 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 2-3 S Si 24 n/DE/2 `3L1/b Tenant Name: CA- STL,C AA LE. 4A Si®�� PAID SE.? 0,`) 2014 TUKWILA FIRE King Co. Assessor's Tax No.: - (4.2- 3 0 4 Q• I 02 -- Suite ZSuite Number: 100 Floor: J"lb New Tenant? Er- Yes ❑ - No Property Owner's Name: A 4 LuC- Mailing Address: 11 C i4 9r 4 Z3 o I {f 1 rTL W,a City c gtoZ— State Zip CONTACT PERSON -if there are questions about the submittal. Name: TO) 620660 Day Telephone: ZL . -2-9 3 • z ( 24" Company Name: /}(2--C4-14 L Ca n/ 5TY LJC�1 a Mailing Address: 98 Sc 5 Z.d (o St r KGnil city E-mail Address: L?t)e.G✓t(2 0✓4-- Covig��EfioN Total number of new/relocated devices or sprinkler heads: Oo Valuation of Project (contractor's bid price): $ 155o Scope of Work (please provide detailed information): AAo,D IF ECC ST7 .-✓ei- OV624 % 5P IL .41K L-02- S /14. p 0AT- 03Z_ ate Zi Fax Number: 2-6 3 - 2-, Z 7 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS AUTHORIZED AGENT: Signature: o�)� �� Print Name: 1-"E.1) Day Telephone: Date: I(9( (4 -zn (o . z' r • 1154 Plan Permit App.doc 1/2/13 TFD FP Forni 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: 235 Strander Building 235 Strander BI Permit No.: 09-S-195 Date: November 30, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. �Uk'.i JA ai3A TABLE 5 - I: CURRENT LOAD WORKSHEET DEVICE # OF DEVICES (MAX. ALLOWED) (TIMES) CURRENT PER DEVICE*1 TOTAL STANDBY CURRENT TOTAL ALARM CURRENT 5207 / X Standby: 120 mA = f 120 mA X Alarm: ZS O mA*2 = ZS OmA 5210 Zone Expander 0 X 40mA = 1 do mA -40-mA 5230 Annunciator (7 max.) X Standby: 60 mA X Alarm: 120 mA 2C) mA 4180 Status Display Module 1 Q X Standby: 20 mA 0 X Alarm: 140 mA 5220 Series Type Master Box 0 X 15mA = 15-rttk 5255 Onsite Printer 1 Q X (no longer available) 40mA 1 .40-mA- 5260 Printer Interface X 25 rnA = 1 .25-t 5521 Desk Top Programmer 30 mA = SMOKE DETECTORS (Refer to device manual for current ratings.) (See section 5.3 for max. # per loop.) D52a0 / X Standby: 6s-mA = 0 ( mA DS l X Alarm: /tOmA 1x Standby: 5 mA 1 n�i 4" mA 6r) A 1 Alarm: KmA X Standoy: $O s'-mA 3 mA X Alarm: mA SOUNDING DEVICES (Refer to device manual for current ratings.)*3 (4 max. 72. mA t,151-; V1724rn\1AR X Alarm: (1 mA X Alarm: .1 p 3 mA X Alarm: mA = ,?2t mA mA Alarm: mA = mA ADDITIONAL DEVICES NOT USTED ABOVE Standoy: mA = X Alarm: mA = X Standoy: mA = X Alarm: mA = X Standby: mA = Alarm: mA = mA TOTAL CURRENT RATINGS OF ALL DEVICES IN SYSTEM 2-$'mA /.;q.3 mA STANDBY ALARM *NOTE 1: If only one current rating is listed, the draw for that device is the same whether the system is in alarm or standby condition. The exception is the sounding devices. See NOTE 3. *NOTE 2: The alarm current draw for the 5207 ControllCommunicator will vary from approximately 20 mA to 700 mA, depending on how the system is configured. You will need to measure the current draw for your installation and write the amount in the space on the worksheet. Connect an AC amp meter in series with one of the batteries. Disconnect the AC power source. Put the panel in alarm. The meter will indicate the alarm current. *NOTE 3: Sounding devices are rated for alarm current only. Standby current is 0 mA. Revised 3/93 14 4 TABLE 5 - II: MAXIMUM BATTERY STANDBY LOAD RECHARGEABLE BATTERY SIZE MAXIMUM LOAD FOR 24 HOURS OF STANDBY TIME AND 5 MINUTES OF ALARM TIME *MAXIMUM LOAD FOR 60 -HOUR STANDBY, 5 -MINUTE ALARM 17 AH 675 mA 275 mA * Required for NFPA 72 Auxiliary Protective Signaling Systems for Fire Alarm Service (City Box) and Remote Station Protective Signaling Systems (Polarity Reversal). TABLE 5 - III: BATTERY CALCULATIONS You can use this table to determine the battery amp hour rating needed for your installation. TOTAL STANDBY CURRENT TOTAL ALARM CURRENT A Total supervisory current from Table 5-1. 14 c B Number of standby hours (24 for NFPA 72, Chapters 6 and 9; 60 for NFPA 72, Chapters 7-8) 2 4�- C Multiply Unes A and B D Total alarm current from Table 5-1. I. 7-4)3 E Alarm sounding period in hours. (For example, 5 minutes = .084 hours.) , F G Multiply Unes D and E Add Lines C and F 5`0 6,,s H Multiply Line G by 1.2 (Total ampere/hours required*) e.L *Use next size battery with capacity greater than required. 12v V 17 A 15 Revised 11/93 PO Box 3932 Seattle WA 98124-3932 206-234-5700 Fire Com NW, LLC Battery Calculation Work Sheet Project: EE Robbins Fire Alarm System Upgrade TI Project 235 — Strander Blvd Tukwila WA This project consists of installing a new addressable fire alarm control panel. The building is being upgraded to include a sprinkler system and will include addressable input modules for the new sprinkler switches. All additional required initiating devices will be changed to addressable devices. This worksheet is for the new fire alarm control panel and the connected devices. Qty Part # and description Supervised Current mA Alarm Current mA 1 5700 Silent Knight FACP 160 330 1 5860 Remote annunciator 20 25 1 SD505-APS Add smoke det 0.55 0.55 5 SD500-PS Add pull stations 2.75 2.75 2 SD500-MIM Add input mod 1.1 1.1 7 AS Horn strobe, wall mount 0 1050 1 AS Horn strobe, ceiling mount 0 165 4 RSS Strobe, wall mount 0 436 1 RSS Strobe, ceiling mount 0 119 1 ASWP WP horn strobe 0 207 Subtotal 185 2337 Total battery power hours x24 x.083 Subtotal 4426 194 Safety factor - 10% +443 + 20 Total 4869 ma 214 ma Total Current Required 5083 ma or 5.1 amps Battery size used: 2ea- 12volt, 7amp c , EOL^w gf i FACP IANNI TO TELCO ROOM 2 TO 120 VAC UNSWITCHED DEDICATED CIRCUIT FIRE ALARM RISER DIAGRAM SCALE: NONE EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUMBER DESCRIPTION 8ACK80X ri 1 5700 FIRE ALARM CONTROL PANEL — ADDRESSABLE INCLUDED I= 1 5860 ANNUNCIATOR INCLUDED ® 1 SD505—APS SMOKE DETECTOR 4 SO x 1-7/8' DEEP D 5 SD500—PS PULL STATION 4 SQ x 1-7/8' DEEP ® 2 00500—MIN ADDRESSABLE INPUT MODULE 4 SO x 1-7/8' DEEP ❑T 1 -- SPRINKLER TAMPER SNITCH -- ID 1 -- SPRINKLER WATERFLOW SWITCH -- l 7 AS HORN STROBE — WALL MOUNT 4 50 x 1-7/8' DEEP 1 AS HORN STROBE — CEILING MOUNT 4 SQ x 1-7/8' DEEP ® 4 RSS STROBE — WALL MOUNT 4 SO x 1-7/8' DEEP ® 1 RSS STROBE — CEILING MOUNT 4 SO x 1-7/B' DEEP OO 1 ASND WEATHERPROOF HORNSTROBE INCLUDED WIRE LEGEND TYPE DESCRIPTION A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLEI B 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLEI C 18 AWG 4 CONDUCTOR 'FPLP' JACKETED CABLEI GENERAL NOTES: 1. ALL VVORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPTVWERE IT IS EXPOSED FWD BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48' TO 53' ABOVE THE FLOOR. 5. ALL INDOOR HORNS,STROBES, HORN STROBES, AND MINI HORN STROBES ARE TO BE MOUNTED 80' ABOVE THE FLOOR OR 6' BELOWTHE CEILING, WIIGHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE MTH THE FOLLOWING: A) 36' INCHES AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN / STROBE SHALL BE MOUNTED ON THE TOP 20 OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALEDIMTH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. FIRE COM NW. PO Box 3932 Seattle WA 981243932 206-2343790 DATE: 07/18/05 DRAWN: CEA CHECKED: JD APPROVED 8Y. JD PROJECT NAME: EE ROBBINS 235 Slrander Blvd. Tukwila, WA SCALE: N0. DATE REVISION BY SHEET TITLE FIRE ALARM PLAN JOB NUMBER; 05-120 FA -1 of 1 Panel Battery Calculation Amps Amp -hours Alarm: To 0 I-- ip M O 0.00990 N O O CO CO CO 0 N CO O 0 CO CO CO O CO .- O 0 CO O CO CO CO O 2.947 Amp -hours Amp -hours Amp -hours Amps l0[) c) O 0.00055 0.025 0.075 0.092 co .- O 0.041 0.167 0.08 0.31 I-- O Amps 5.662 0.248 O O ti tandby: Too 0 1- O N O O� O O N O O co M N O For 24 Hours = For 5 Minutes= 20% Derating Amp -hours 1 Silent Knight 5808 Intelligent Addressable Fire a Q- E Q 0 N O 0.00055 N p O C) 0 O ONCN O 0 O 0)) 0 O Amps ti a Q 1 Total System Current Load: r Quantity co,- N V N a- 0.236 h- 0) N 0 N a- Current Load: Device Type Main System Board Addressable Devices 15860 Remote Annunciator 1SD505-ADHR ( if using panel power) SD505 -ADHR ( SLC Loop) SD 505-LIM NAC#1 NS-24MCW 75 H/S RSS STROBE NAC # 2 NS-24MCW 75 H/S RSS STROBE 4) O TA N 0o NAC#3 INS-24MCW 75 H/S er V 10 Z 1 Total Panel Loads: Standby Current Load: Alarm Current Load: [Battery Pair to be Used: SMITH FIRE SYSTEMS, INC. 4106 136th Street NE • Marysville, Washington 98271 (360) 651-7701 • FAX (360) 651-2419 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME TUKWILA TI JOB NO. TI9188 DATE 11/24/09 ADDRESS 235 STRANDER BLVD BY MATTHEW GILBERT TUKWILA, WA 98188 SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: ORDINARY HAZARD GROUP 2 HAZARD CLASS PER NFPA 13 : 2007 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 907.5 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM SOURCE IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 196 SQUARE FEET SPRINKLER MANUFACTURER: VIKING MODEL: VK572 TEMPERATURE: 155 ° F K -FACTOR: 14.0 ORIFICE SIZE: N/A WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: 17200 SOUTHCENTER PARKWAY BASE OF RISER DEMAND 245.90 GPM REQUIRED AT 80.5 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 495.90 GPM REQUIRED AT 83.8 PSI AT CONNECTION TO CITY WATERMAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) ..... , i. --H4 a _ • �-�==- � II1L.I O Z a o 'IIP: ■■■ CL _aaaa ° _._:: i- ■■a■_ilL1J 1■■■:: fi ?:a■■: -...,.. • IN a :: a:� �L a ■■■■■ aa..:■ II+a 1111!! ■�L■a ■ _a a T_ a: JEat I I If - - - 1 . �/ 1 : :: a ill aaa a 1 1 a, : 1 II .a as:: ..+_a i ° . . ■ Maar . ■ ■ .:. : NE ■ :::I:: a �ii■ru■Ilu pi a� ■: ■ i ■a■ ■■ : :� : : In IMO � : a a; .aa . .a aaa@:a:aa Mill a ■ ■:::: a::::E::::■': aa::: : i ■ ::: ■i iii mmHg :° : .: r Wag 5.--.L.-1.111p__.' . a :aaaa Id aaa"�s■ ..:1■i . .:::..: i_:__G_G:a::::: .._.._ : _....a aa: : :-a: ::aa:a::a ' : • :a::::::•S :: 1.° ma .... .. aasa ........ ... .. :I ::"' 1b a :�PP ::aa "PI °hl ___° hE 00210111 11:0110111,._.. Nva :a a ISd NI 31:1f1SS3ad SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/24/2009 H:\HASS\TI9188 TUKWILA TI\TI9188 MRA TUKWILA TI.SDF JOB TITLE: WATER SUPPLY DATA SOURCE NODE TAG SC STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 150.0 20.0 7474.0 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 149.1 REQ'D PRESS. (PSI) 495.9 83.8 Required pressure is 65.4 psi (44%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 1 2 3 4 5 6 11 12 13 14 15 16 21 22 23 24 25 31 32 41 42 51 52 SC 10.3 10.3 10.3 10.3 10.3 10.3 11.3 11.3 11.3 11.3 14.0 14.0 11.3 11.3 11.3 11.3 14.0 18.6 14.0 14.0 4.0 4.0 0.0 0.0 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 SOURCE 495.9 GPM 250.0 GPM 0.0 GPM 245.9 GPM PRESSURE (PSI) 8.9 9.0 9.2 7.8 7.9 8.8 44.7 44.9 45.8 36.2 35.5 39.4 46.9 47.1 48.1 52.1 43.9 49.9 65.4 70.6 75.5 80.5 83.7 83.8 DISCHARGE (GPM) 41.8 41.9 42.4 39.0 39.3 41.4 245.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/24/2009 H:\HASS\TI9188 TUKWILA TI\TI9188 MRA TJKWILA TI.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -41.8 1.049 PL 57.00 PF 36.2 1 10.3 14.0 8.9 41.8 15.5 120 FTG 2E2T PE -0.4 11 11.3 0.0 44.7 0.0 0.509 TL 71.00 PV Pipe: 2 -41.9 1.049 PL 57.00 PF 36.3 2 10.3 14.0 9.0 41.9 15.6 120 FTG 2E2T PE -0.4 12 11.3 0.0 44.9 0.0 0.512 TL 71.00 PV Pipe: 3 -42.4 1.049 PL 57.00 PF 37.1 3 10.3 14.0 9.2 42.4 15.7 120 FTG 2E2T PE -0.4 13 11.3 0.0 45.8 0.0 0.522 TL 71.00 PV Pipe: 4 -39.0 1.049 PL 57.50 PF 28.9 4 10.3 14.0 7.8 39.0 14.5 120 FTG ET PE -0.4 14 11.3 0.0 36.2 0.0 0.448 TL 64.50 PV Pipe: 5 -39.3 1.049 PL 57.50 PF 29.3 5 10.3 14.0 7.9 39.3 14.6 120 FTG ET PE -1.6 15 14.0 0.0 35.5 0.0 0.454 TL 64.50 PV Pipe: 6 -41.4 1.049 PL 57.50 PF 32.3 6 10.3 14.0 8.8 41.4 15.4 120 FTG ET PE -1.6 16 14.0 0.0 39.4 0.0 0.500 TL 64.50 PV Pipe: 11 -41.8 1.380 PL 10.67 PF 2.2 11 11.3 0.0 44.7 0.0 9.0 120 FTG T PE 0.0 21 11.3 0.0 46.9 0.0 0.134 TL 16.67 PV Pipe: 12 -41.9 1.380 PL 10.67 PF 2.2 12 11.3 0.0 44.9 0.0 9.0 120 FTG T PE 0.0 22 11.3 0.0 47.1 0.0 0.135 TL 16.67 PV Pipe: 13 -42.4 1.380 PL 10.67 PF 2.3 13 11.3 0.0 45.8 0.0 9.1 120 FTG T PE 0.0 23 11.3 0.0 48.1 0.0 0.137 TL 16.67 PV Pipe: 14 -39.0 1.710 PL 12.00 PF 0.5 14 11.3 0.0 36.2 0.0 5.4 120 FTG ---- PE -1.2 15 14.0 0.0 35.5 0.0 0.041 TL 12.00 PV Pipe: 15 -78.3 1.710 PL 13.50 PF 3.9 15 14.0 0.0 35.5 0.0 10.9 120 FTG T PE 0.0 16 14.0 0.0 39.4 0.0 0.150 TL 26.00 PV Pipe: 16 -119.7 1.710 PL 1.00 PF 4.5 16 14.0 0.0 39.4 0.0 16.7 120 FTG T PE 0.0 25 14.0 0.0 43.9 0.0 0.330 TL 13.50 PV DATE: 11/24/2009 JOB TITLE: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 H:\HASS\TI9188 TUKWILA TI\TI9188 MRA TUKWILA TI.SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 21 -41.8 2.067 PL 13.00 PF 0.2 21 11.3 0.0 46.9 0.0 4.0 120 FTG ---- PE 0.0 22 11.3 0.0 47.1 0.0 0.019 TL 13.00 PV Pipe: 22 -83.8 2.067 PL 14.00 PF 0.9 22 11.3 0.0 47.1 0.0 8.0 120 FTG ---- PE 0.0 23 11.3 0.0 48.1 0.0 0.068 TL 14.00 PV Pipe: 23 -126.1 2.067 PL 16.00 PF 4.0 23 11.3 0.0 48.1 0.0 12.1 120 FTG T PE 0.0 24 11.3 0.0 52.1 0.0 0.144 TL 27.60 PV Pipe: 24 -126.1 2.469 PL 12.17 PF 1.0 24 11.3 0.0 52.1 0.0 8.5 120 FTG E PE -3.1 31 18.6 0.0 49.9 0.0 0.061 TL 16.47 PV Pipe: 25 -119.7 1.710 PL 8.25 PF 8.0 25 14.0 0.0 43.9 0.0 16.7 120 FTG ET PE -2.0 31 18.6 0.0 49.9 0.0 0.330 TL 24.25 PV Pipe: 31 -245.8 2.469 PL 51.92 PF 13.5 31 18.6 0.0 49.9 0.0 16.5 120 FTG 3E PE 2.0 32 14.0 0.0 65.4 0.0 0.209 TL 64.82 PV Pipe: 32 -245.8 3.260 PL 75.25 PF 5.1 32 14.0 0.0 65.4 0.0 9.4 120 FTG 3E PE 0.0 41 14.0 0.0 70.6 0.0 0.054 TL 95.35 PV Pipe: 41 -245.8 4.260 PL 10.00 PF 0.6 41 14.0 0.0 70.6 0.0 5.5 120 FTG A PE 4.3 42 4.0 0.0 75.5 0.0 0.015 TL 37.70 PV Pipe: 42 FIXED PRESSURE LOSS DEVICE 51 4.0 0.0 80.5 0.0 5.0 psi, 245.8 gpm 42 4.0 0.0 75.5 0.0 Pipe: 51 -245.8 4.100 PL 70.00 PF 1.6 51 4.0 0.0 80.5 0.0 6.0 140 FTG ET2F PE 1.7 52 0.0 0.0 83.7 0.0 0.013 TL 117.00 PV Pipe: 52 -245.9 8.270 PL 45.00 PF 0.0 52 0.0 0.0 83.7 0.0 1.5 140 FTG T PE 0.0 SC 0.0 SRCE 83.8 (N/A) 0.000 TL 92.00 PV DATE: 11/24/2009 JOB TITLE: NOTES (HASS): SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 H:\HASS\TI9188 TUKWILA TI\TI9188 MRA TUKWILA TI.SDF (1) Calculations were performed by the HASS 8.0 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.144 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.7 ft/sec at pipe 16. (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkV1v BfyVly GatV1v AlmChk DPV1v fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 24.00 1.380 3.00 6.00 1.00 7.00 6.00 1.00 0.00 0.00 0.00 2.067 3.50 11.60 1.80 11.00 4.70 1.00 9.00 9.00 0.00 2.469 4.30 14.00 2.20 15.00 3.70 1.00 8.00 8.00 0.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 Tee BfyVly GatV1v AlmChk DPV1v fleX 3.260 6.70 23.30 3.50 23.00 9.50 1.30 22.80 25.50 0.00 4.260 9.00 30.80 4.50 23.00 7.50 2.60 27.70 33.00 0.00 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatV1v 4.100 8.00 27.00 6.00 30.00 20.00 3.00 8.270 18.00 47.00 12.00 60.00 20.00 6.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkV1v BfyVly GatV1v AlmChk DPV1v fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 Paae 1 of 2 Tol-Brace Seismic Calculations L�, q Project J Address: 235 STRANDER . Job# 253045 Western States Fire Protection `' .4 r� `I t -_m 7102 180th Ave. Ste.A105 Calculated with. 235 STRANDER Redmond, Wa. 98042 Ph:425.881.0100 Tol-Brace. Fax 425.881.3030 Seismic Calculation TUKWILA, WA. Fire Protection Industry Software for the Calculations based on 1999 NFPAPamphlet#13 WWW.TOLGO.COM Brace Information Tolco Brace Components Maximum Spacing 40'-0" (12.32m) Tolco Component Fig. Number Adjusted Load Fig.1000 Sway Brace Clamp 1745 lbs. (792 Kg.) Length of Brace 7 '- 0 " (2.156m) Fiq.909 No -Thread Swivel* 1745 lbs. (792 Kg.) Bracing Material lin. (25mm) Sch.40 *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT ' UR Value 200 Maximum Horizontal Load 3061 lbs. (1388Kg.) ;s 47/4 TOLCO FIG. 1000 FAST CLAMP. 7 ' Fastener Information Fastener Orientation NFPA Type C STEEL PIPE " LATERAL BRACE ZJ• 600 Min. From z Vertical Detail #3211 Type Through -Bolt Diameter 5/8in. (15.9mm) Length 3 5/8in. (92mm) Brace Identification on Plans A Maximum Load 850 lbs. (386Kg1 Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Assigned Load 1 %"(30mm) Schedule 40 Pipe 240 ft. (73.2m) 88 ft. (26.8m) 40 ft. (12.2m) 15 % on Com rt —7'.."-, 351.6 lbs. (159Kg.) 90.2 lbs. (41Kg.) 117.8 lbs. (53Kg.) 84 lbs. (254Kgj 1"(25mm) Schedule 40 Pipe 2Y2"(63mm) Schedule 10 Pipe Percentage added for Fittings and Sprinklers 4 ck L.165.°ore 30-01-7527 • ;s 47/4 h tet'. Total .ssicgned Load of ail pipe within Zone of Influence eig' � ` � 844 ibs. (292Kq.) iTo.6ace. vers,or 4 0.23) potool ToI-Brace Seismic Calculations For 235 STRANDER 235 STRANDER Job #253045 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener 2'/ inch Sch. 10 11/4 inch Sch. 40 1 inch Sch. 40 Calculated with Tol-Brace, A Seismic Calculation Software for the Fire Protection Industry NFPA Type C WWW.TOLCO.COM 40 Ft.(12m) Lateral 1in. (25mm) Sch.40 7Ft. (2m) 200 60° 5/8in. (15.9mm) In. Through -Bolt 3 5/8in. (92mm) In. Page 2 of 2 Summary of Pipe within Zone of Influence Allowance for Heads and Fittings Conclusions Total Assigned Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Sway Brace Clamp ' Fig.909 No -Thread Swivel Structural Member: Calculations prepared by PATRICK MOORE 40 Feet (12m) 240 Feet (73m) 88 Feet (27m) 15% 644 Ibs.(292Kg.) 3061 Ibs.(1388Kg.) 850 Ibs.(386Kg.) 1745- Ibs.(792Kg.) 1745 Ibs.(792Kg.)" 6X18 GLU-LAM* *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 4.0.23 visit us at wwa.tolco.com 7 L.,e,... 1 ., I Tol-Brace Seismic Calculations Project 235 STRANDER Job# 253045 Western States Fire Protection Address: 7102 180th Ave. Ste.A105 Calculated with i 235 STRANDER Redmond, Wa. 98042 Ph:425.881.0100 Tol-Brace, TUKWILA, WA. Fax 425.881.3030 Seismic Calculation Software for the Fire Protection Industry Calculations based on 1999 NFPA Pamphlet#13 VVVVVV.TOLCO.COM 2%"(63mm) Schedule 10 Pipe Brace Information Tolco Brace Components Maximum Spacing 80'-0" (24.64m) Tolco Component Fig. Number Adjusted Load Fiq.4A Sway Brace Clamp 1745 lbs. (792 Kg.) Length of Brace 7'- 0 "(2.156m) Fiq.909 No -Thread Swivel* 1745 lbs. (792 Kg.) Bracing Material lin. (25mm) Sch.40 *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Angle from Vertical 60° Min.. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. L/R Value 200 Maximum Horizontal "Load 3061 lbs. (1388Kg.) STEEL PIPE�� LATERAL BRACE TOLCOFIG.4A PIPE CLAMP FOR SWAY BRACING ' ,�� //�I\ i Fastener Information Fastener Orientation NFPA Type C 14 , 11 Type Through -Bolt Diameter 5/8in. "(15.9mm) 60° Min. From 121 Vertical Detail #1211 Length 3 5/8in. (92mm) Brace Identification on Plans B Maximum Load 850 lbs. (386Kg.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Assign 1 %"(30mm) Schedule 40 Pi.e 240 ft. (73.2m) 88 ft. (26.8m) 80 ft. (24.4m) 15 % 351.6 lbs. (159Kq.) 90.2 lbs. (41 Kgj 235.6 lbs. (107Kg.) 101.625 lbs. (307Kg1 1"(25mm) Schedule 40 Pipe 2%"(63mm) Schedule 10 Pipe Percentage added for Fittings and Sprinklers { 71 q r� a {, „• L. Moo,°6 3E -O175'7 [ Total . ssioned Load. of aii [ ad ggtt,.,,, ipe wfttil [ ( Zone of infiuei ve �y^� 5 �j (� g , (T.nl-P.racc. varcinn e n �,t fL'' �... r C ToI-Brace Seismic Calculations For 235 STRANDER 235 STRANDER Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Summary of Pipe within 2'/2 inch Sch. 10 11/4 inch Sch. 40 1 inch Sch. 40 Allowance for Heads and Fittings Conclusions Job #253045 Calculated with Tol-Brace, Seismic Calculation Software for the Fire Protection Industry NFPA Type C WWW.TOLCO.COM 80 Ft.(24m) Longitudinal 1 in. (25mm) Sch.40 7Ft. (2m) 200 60° 5/8in. (15.9mm) In. Through -Bolt 3 5/8in. (92mm) In. Page 2 of 2 Zone of Influence Total Assigned Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4A Sway Brace Clamp Fig.909 No -Thread Swivel Structural Member: Calculations prepared by PATRICK MOORE 80 Feet (24m) 240 Feet (73m) 88 Feet (27m) 15% 779 Ibs.(353Kg.) 3061 Ibs.(1388Kg.) 850 Ibs.(386Kg.) 1745 lbs.(792Kg.) 1745 Ibs.(792Kg.)" 6X18 GLU-LAM* *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 4.D.23 visit us at www.tolco.com Job Number: 253045 • Joti, Jib Number 253045 Job Name DECKER DEVELOPMENT & CONSTRUCTION, INC. Address 1 235 STRANDER Address 2 City State Zip Code TUKWILA WA Design Engineer PATRICK MOORE State Certification/License Number WESTESF136QF AHJ CITY OF TUKWILA - Job Site REMOTE AREA 1 - EXISTING BLDG. WEST Drawing Name VR4 253045 FP -2 Exist Bldg.cad y ,..R stem...' ;:... ,mote:Afiea , , ,, ...,.,..., :. 1 e - - Most Demanding Sprinkler Data 5.6 K -Factor 22.40 at 16.000 - Hose Allowance At Source 250.00 Additional Hose Supplies Node Flow(qpm) Occupancy Ordinary Group II Density Area Of Application 0.200gpmlft2 1506.60ft2 (Actual 1506.60ft2) Number Of Sprinklers Calculated Coverage Per Sprinkler 15 112.00ft2 Hose At Node 100 100.00 Total Hose Streams 350.00 _____ System Flow Demand Total Water Required (Including Ha5e Streams) 482.02 732.02 n ' __ IR SNS __ IC 1 1 (��'�✓� n w .e ��/,� ID Vie� Maximum Pressure Unbalance In Loops' 0.000 Maximum Velocity Above Ground 23.15 between nodes 14 and 171411.4. Maximum Velocity Under Ground 11.06 between nodes 2 and 3 Volume capaaly of Wel Pipes Volume capacity of Pipes Volumeca a ofW t-- - -- c- Dr Pip 800.34ga1 sk Cj. ff N • q S es t, Hose Flow ' Static Residual@ F Node (Fm) Available @ Total Demand (gpm) Required d Safety Margin (psi) (psi) 1 250.00 130.000 20.000 6609.00 128.123 732.02 108.195 19.928 Contractor Contractor Number 253045 Conlredor Name DECKER DEVELOPMENT & CONSTRUCTION; INC. Acores:, - 235 STRANDER Address 2 Contact Name PATRICK MOORE Phone 425.881.0100 rA; 425.881.3030 Emac Contac) Title DESIGNER Extension Coy TUKWILA Stale WA Zip Code Weo-Site (id; O M.E.P.CAD, Inc. Sk AutoSPRINKO VR4 v4.1.0 07/14/2005 8:00:43AF Pace li Job Number: 253045 Report Description: REMOTE AREA 1 Device Actual Flow Minimum Flow (gpm) (gpm) Hose . Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler b Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 100 100.00 118 36.54 105 23.71 104 23.02 103 22.93 106 _ 23.29 108_ 22.53 107 22.40 110 23.78 109 23.65 1.12 26.10 111 25.97 114 27.32 113 27.19 116 _26.87_ 115 26.73 E> Most Demanding Sprinkler Data 100.00 22.40 22.40 22.40 22.40 22.40 22.40 22.40 22.40 22.40 22.40 22.40 22.40 .22.40. _22.40_ 22.40 K=Factor Pressure Density (K) (psi) (gpmpft2) 5.6 5.6 • 5.6' 5.6• 5.6 • 5.6 • 5.6 5.6• 5.6 • 5.6 • 5.6 • 5.6 • 5.6 • 5.6 • 5.6 • 99.401 42.581 17.929 16.893 16.762 17.301 16.179 16.000 18.037 17.842 21.725 21.501 0.232gpm/ft2 23.807 0.244gpm/ft2 23.567 0.243gpm/ft2 23.015 _0.240gpm/ft2 22.781 0.239gpm/ft2 0.326gpm/ft2 0.212gpm/ft2 0.206gpm/ft2 0.205gpm/ft2 0.208gpm/ft2 0.201 gpm%ft2 0.200gpm/ft2 0.212gpm/ft2 0.211 gpm/ft2 0.233gpm/ft2 O M.E.P.CAD, IncAutoSPRINK® VR4 v4.1.0 07/14/2005 8:09:43AM Page 2 Node Anal sis Job Number: 253045 Report Description: REMOTE AREA 1 Node Elevation(Foot) Fittings 2 3 4 5 38 37 24 23 22 25 21 26 28 27 20 30 29 19 32 31 18 17 14 12 11. 13 10 • 34 33' 16 36 35, _15 _ • 1 100 • 118 105 104 • 103 106 • 108 107._ 110 109 112 111 114 113 116 115 4-0 0.-4 2'-0 4'-9% 14-0 14-0 12-0 12-0 12-0 12-0 12-0 12-0 12-0 12-0 12'-0 12-0 12-0 17-0 12-0 17-0 12-0 12'-o 16-7 17-0 12-0 14-0 144) 12-0 12-0 12-0 12-0 17-0 12-0 -4-0 0'-4 20-5 16-11/2 16-1 16-1 20'-4% 20'-3% 2041/2 20.-31/2 2031/2 2041/2 20'-3% 20'-4% 20'-3% 20'-4% BFPO 2.000) ALV_(28'-0) E(7-0) T(51-_•_0) 2T(6'-0) T(6'-0) E_(7-0).. -0) T(p-p) E(2 11q-D. 2T(10'-0)_ 2E1C(1.:f4-1 2f1110.-91/2.1 ) E(-0) T(6' -OL E_(2'-0) T(5'-0)_ -rp) 2S, T(59'-41/2) Hose Sp_r(-42.581) Sp±( -17.92_91 Spr(-16.893) Spr(-16.762) S(_17.301) Slr(-16.179) Spr(-16.000) .p_pj:(718.037) Spr(-21.725) Spr(-23.807) Sp( -23.567) Spr(-23.015) Spr(-22.781) Pressure(psi) Discharge(gpm) 108.047 -99.875 99.115 85.297 51.929 51464. 21.829 22.184 23.863 23.419 24.248 23.682 22.330 22.671 . 24.740 24.458 • 24.835 27.123 fe7eff 29.126 31.241 36.346 37.757 55.524 55.558 54.748 62.814 31.057 31.545 33.848 30.151 30.624 337.492 108.195 99.401 42.581 17.929 16.893 16.762 17.301 16.179 16.000 18.037 17.842 21.725 21.501 23.807 23.567 23.015 22.781 482.02 100.00 36.54 23.71 23.02 2293 23.29 22.53 22.40 23.78 23.65 26.10 25.97 27.32 27.19 26.87 26.73 (ki PMEPCAD Inc AutoSPRINK® VR4 v4.1.0 07/14/2005 8:09:44AM Page 3 Job Number: 253045 • Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC C Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length «-i Route 1 DR 1.0490 Q=22.40 8.32 0=120 0.160485 8'-10'/2 Pf 3.032 20'-41/2 q=22.40 107 K=5.6 16.000 Spr(-16.000) 10'-0 Pe 3.639 27 12'-0 22.671 27(5'-0) 18'-101/2 Pv BL 1.3800 Q=44.93 9.64 C=120 0152950 4'-6'/ Pf 2.069 27 12'-0 22.671 9'-0 Pe 20 12'-0 24.740 E(3'-0), T(6'-0) 13'-6'/2 Pv BL 2.0670 Q=1'37.87 13.18 C=120 0.170211 14'-0 Pf 2.383 20 12'-0 24.740 Pe 19 12'-0 27.123 14'-0 Pv BL 2.0670 Q=185.31 17.72 C=120 0.294146 14'-0 Pf 4.118 19 12'-0 27.123 Pe 18 12'-0 31.241 14'-0 Pv BL 18 2.0670 10 2'- Q=237,38 - 22.70 - C=12_0 31.241 0.465066 - 0'-111/2 Pf 5.105 10'-0 Pe 17 12'-0 36.346 T(10'-0) 10'-11'/2 Pv CM 2.4690 Q=345.48 23.15 C=120 0.391890 6'-7 Pf 4.265 12'-0 17 36.346 - 4'-31/2 Pe -2.854 14 18'-7 37.757 fE(4'-3Y2) 10'-101/2 Pv CM_. 2.6350 Q=34548 20.33 0=120 0.285456 37'-51/2 Pf 15.004 14 18'-7-7 37.757 15-1; Pe 1.987 13 14'-0 54.748 fE(4'-3Y2), fT(10'-9Y2) 52'-61/2 Pv CM_ 2.6350_ Q=382.02 22.48 0=120 0.343812 18'-5% Pf 8.066 13 14'-0 54.748 5'-0 Pe 10 14'-0 62.814 fE(5'-0) 23'-51/ Pv CM __ 10 3.2600 Q=382.02 14.68, C=120 62.814 0.121942 90'-51/ Pf 18.498 61'-21/2 Pe 3.984 14'-0 5 4'-9Y2 85.297 fE(5'-0), 3E(9'-5), f(-0.000), 151'-8'/2 Pv ALV(28'-0) CM 4.2600 Q=382_02 8.60 C=120 0.033136 2'-2 Pf 12.596 S 85.297 4 -91/2 15'-911 Pe 1.223 4 2'-0 99.115 BV(15'-9'Y2), BFP(-12.000) '17'-11'/2 Pv UG4.2200 - 0=382.02 --- 8.76 C=140 0.026085 1'-8' Pf 0.043 4 2.-0 99.115 - Pe 0.717 3 0'-4 99.875 1'-8: Pv UG 4.2200_ _ - Q=482.02 11.06 -- 0=140 -99.875 0.040106 73'-31/ Pf 6.293 -- 3 0'--4 83'-71/2 Pe 1.879 2 -4'-0 108.047 2E(16-8%), 2EE(6'-8%), PIV(3'-4), 156'-11! Pv T(33.-51/2) UG 8.3900 _ 0=482.02 2.80 0=140 0.001412 45'-0 Pf 0.147 _ _ -4'-0 2 108.047 59'-41/ Pe 1 -4'-0 108.195 S, T(59. -4Y2) 104'-41/2 Pv a Route 2 DR 1.0490_ Q=22.53 8.36 C=120 0.162149__ 8'-9% Pf 2.559 108 20'-31/ q=22.53 K=5.6 16.179 Spr(-16.179) 7'-0, Pe 3.591 28 12'-0 22.330 T(5'-0), E(2'-0) 15'-91/21 Pv BL 1.3800 Q=22.53 4.83 0=120 0.042646 8'-0 Pf 0.341 28 12'-0 22.330 , Pe 27 12'-0 22.671 8'-0: Pv Route 3••••• DR 1.0490 Q=22.93 8.51 C=120 0.167541 6-7. Pf 2.780 103 18'-1 q=22.93 K=5.6 16.762 Spr(-16.762) 10'-0 Pe 2.642 23 12'-0 22.184 2T(5'-0) 16-7, Pv BL 1.3800 Q=45.94 9.85 C=120 0.159425 4'-61/2 Pf 1.679 23 12'-0 22.184 6'-0 Pe 22 12'-0 23.863 T(6'-0) 10.-6% Pv BL 2.0670 Q=69.66 6.66 C=120 0.048130 8'-0 Pf 0.385 22 12'-0 ' 23.863 Pe 21 12'-0 24.248 8'-0 Pv BL 2.0670 Q=92.95 8.89 0=120 0.082072 6-0 Pf 0.492 21 12'-0 24.248 Pe 20 12'-0 24.740 6'-0 Pv <+••••• Route 4 DR 1.0490 Q=23.02 8.54 0=120 0.168752 6'-7 Pf 2.294 104 18'-1 q=23.02 K=5.6 16.893 Spr(-16.893) 7'-0 Pe 2.642 24 12'-0 21.829 T(5'-0). E(2'-0) 13'-7 Pv BL 1.3800 Q=23.02 4.94 0=120 0.044383 8'-0 Pf 0.355 24 12'-0 21.829 Pe 23 12'-0 22.184 8'-0 Pv -= .'•••° Route 5•s•F• 106 26 20'-41/2 12'-0 q=23.29 K=5.6 17.301 23.682 Spr(-17.301) T(5'-0). E(2'-0) 7'-0 Pe 3.639 15'-10'/ Pv M.E.P.CAD, Inc. AutoSPRINKC) VR4 v4.1.0 07/14/2005 8:09:44AM Page 4 Job Number: 253045 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure. Eq. Length Summary Total Length BL 1.3800 0=23.29 5.00 0=120 0.045374. 3'-5Y2 Pf 0.566 26 12'-0 23.682 9'-0 Pe 21 12'-0 24.248 E(3'-0), T(6'-0) 12'-5%2 Pv -• Route 6 DR 1.0490 0=23.65 8.78 0=120 0.177507 8'-10% Pf 3.354 • 109 20'-41/2 q=23.65 K=5.6 17.842 Spr(-17.842) 10'-0 Pe 3.639 ' 29 12'-0 24.835 2T(5'-0) 18'-10- Pv BL-, 1.3800 0=47.44 10.18 0=120 0.169147 4'-6'/ Pf 2.288 29 12'-0 24.835 9'-0 Pe 19 12'-0 27.123 E(3'-0), T(6'-0) 13'-61/2 Pv += Route 7 BL 1.0490 Q=23.71 8.80 C=120 0.178308 6'-11 Pf 2.838 q=23.71 105 18'-1 % K=5.6 17.929 Spr(-17.929) 9'-0 Pe 2.651 25 12'-0 23.419 2E(2'-0), T(5'-0) 15'-11 Pv BL 1.3800 Q=23.71 5.09 C=14120 _ 0.046896. 3'-5% Pf 0.444 25 12'--0 28.9 6-0 Pe 22 12'-0 23.863 T(6'-0) 9'-5% Pv = Route 8 DR 1.0490 Q=23.78_ 8.83 C=120 8'-9'/2 Pf 2.830 110 K=5.6 18.037 20'-31/2 q=23.78 _0.179294_ S(-18 pr.037) 7'-0. Pe 3.591 30 12'-0 24.458 T(5'-0), E(2'-0) 15'-91/2 Pv BL 1.3800 10 2'- 0=23.78 -- 5.10 C=120 24.458 0047155 - 8'-0 Pf 0.377 Pe 30 29 12'-0 24.835 8'-0 Pv i.w Route 9 DR 1.0490 0=25.97 9.64 0=120 0.21.0936 8'-10Y2 Pf 3.985 111 q=25.97 K=5.6 21.501 20'-41/2 Spr(-21.501) 10'-0 Pe 3.639 31 12'-0 29.126 2T(5'-0) 18'-10% Pv BL 1.3800 Q=52.07 11.17 0_120_ 0.200957 4'-6'Y2 Pf 2.116 31 12'-0 29.126 6'-0' Pe 18 12'-0 31.241 T(6'-0) 10'-6% Pv • Route 10 DR 1.0490 Q=26.10 9.69 C=120 0.212965 8'-9% Pf 3.361 112 20'-3Y2 q=26.10 K=5.6 21.725 Spr(-21.725) 7'-0 Pe 3.591 32 12'-0 28.677 T(5'-0), E(2'-0) 15'-9%1 Pv BL 1.3800 Q=26.10 .5.60 C=120 0.056011 8'-0 Pf 0.448 32 12'-0 28.677 Pe 31 12-0 29.126 8'-0. Pv ill Route 11 DR 1.0490 Q=26.73 9.92 C=120 0.222523 8'-10'/2 Pf 4.204 115 20'-4'/ q=26.73 K=5.6 22.781 Spr(-22.781) 10'-0 Pe 3.639 35 12'-0 30.624 2T(5'-0) 18'-101/2 Pv BL 1.3800 Q=53.59 11.50 C=120 0211982 ---- 4'-61,4 Pf 2.868 12'-0 35 30.624 9'-0 Pe 15 12'-0 33.492 E(3'-0), T(6-0) 13'-61/2 Pv BL 2.0670 Q=53.59 5.12 C=120 0.029635 12'-0 Pf 0.356 15 12'-0 33.492 Pe 16 12'-0 33.848 12'-0 Pv BL 2.0670 Q=108.10 10.34 0=120 0.108529 13'-01/6 Pf 2.499 16 1Z-0 33.848 10'-0. Pe 17 12'-0 36.346 T(10'-0) 23'-0'/i Pv .ok Route 12 DR 1.0490 0=26.87 9.97 C=120 0.224634 8'-91/2 Pf 3.546 116 20-31/2 q=26.87 K=5.6 23.015 Spr(-23.015) 7'-0 Pe 3.591 36 12'-0 30.151 T(5'-0), E(2'-0) 15'-9'% Pv BL 1.3800 Q=26.87 5.76 0=120 0.059080 8'-0 Pf 0.473 36 12'-0 30.151 Pe 35 12'-0 30.624 8'-0 Pv = Route 13 DR R_ 1.0490 0=27.19 10.09 0=120 0.229619 8'-101/2 Pf 4.338 113 20'4'/2 q=27.19 K=5.6 23.567 Spr(-23.567) 10'-0 Pe 3.639 33 12'-0 31.545 2T(5'-0) 18'-10'/2 Pv BL 1.3800 Q=54.51 11.69 0=120 0.218734 4'-6'/2 Pf 2.303 33 12'-0 31.545 6'-0 Pe 16 12'-0 33.848 T(6'-0) 10'-61/2 Pv ••••• Route l4 DR 1.0490 0=27.32 10.14 C=120 0.231781 8'-914 Pf 3.658 114 20'-31A q=27.32 K=5.6 23.807 Spr(-23.807) 7'-0 Pe 3.591 34 12'-0 31.057 T(5'-0). E(2'-0) 15'-9'/ Pv BL 34 1 3800 _ -, 0=27.32 5 86 C=12C -- 0.060960 8'-0 Pf 0 488 33 12'-0 31.545 8'-0 Pv ••••• Route 15••••• v iv.t.r.vHu, Inc. ;Y AutoSPRINK® VR4 v4.1.0 07/14/2005 8:09:44AM Page 5 5 Hyd ra:UlucAnalysis Job Number 253045 Report Description: REMOTE AREA 1 Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge K -Factor Upstream BL 1.0490 Q=36.54 13.57 C=120 0.396867 7'-6'/z Pf 6.568 118 20'-5 q=36.54 K=5.6 42.581 Spr(-42.581) 9'-0 Pe 2.781 38 14'-0 51.929 2E(2'-0), T(5'-0) 16-61/2 Pv BL 1.3800 Q=36:54 7.84_ C=120 0:104378 8'-8Y2 Pf 1.534 - 14"-0 38 51.929 6-0 Pe 37 14'-0 53.464 T(6'-0) 14'-81/2 Pv BL 2.067.0 Q=36.54 3.49 C=120 0,014592 56'-9Y2 Pf 1.194 37 14'-0 - 53.464 25'-0 Pe 0.867 12 12'-0 55.524 3E(5'-0), T(10'-0) 81'-9'/2 Pv CM 2.4690 - Q=36.54 2.45 C=120 0.006141 1-2Y2 Pf 0.034 12 12'-0 55.524 4'-312 Pe 11 12'-0 55.558 fE(4'-3'/2) 5'-6 Pv CM. 2.6350 Q=36.54 2_1 5 C _120 0.004473 2'-0 Pf 0.057 11 12'-0 55.558 10'-9Yz Pe -0.867 13 14'-0 54.748 fT(10'-9'/2) 12'-9Y2 Pv a Route 16 DY 2.4690 Q=100.00 6.70 C=120 0.039544 0'-0 Pf 0.475 100 0'-4 q=100.00 99.401 Hose 12'-0 Pe 3 0'-4 99.875 PO(12'-0) 12'-0 Pv EquivvIent;:Pipe tengihs of:.Valves and ,Fittings`;{C=_120'nnly3 ; ; . '`, C.Value Multiplier..': . Actual Inside Diameter ( = Factor ___1_,„„ Value Of C 100 Multiplying Factor 0.713 130 1.16 140 1.33 150 1.51 )4.87 Schedule 40 Steel Pipe Inside Diameter (, ©M.E.P.CAD, Inc. AutoSPRINK© VR4 v4.1.0 07/14/2005 8:09 44AM Page 6 i.1 Pipe TYPe Downstream Upstream Diameter Elevation eLeger;d . Flow Discharge Velocity HWC__ K -Factor Pt Friction Loss Pn Fittings Job Number: 253045 Report Description: REMOTE AREA 1 Units Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground w O M.E.P.CAD, Inc. Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe Length Pressure Eq. Length Summary Total Length Fitting s: Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22%° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap AutoSPRINK®VR4 v4.1.0 07/14/2005 8:09:44AM Page 7 [j Job Number: 253045 .150 Supply at Node 1 135 :Static 120 Pressure 130.000 - 105 - 732.02 , ;2.02 with @ 108.195 hose streams 90 N a 75 = rn W U) a. 60 45 System demand curve 30 15 6609.00 @ 20.000 \\N 111111111111111111 1 1 1 1 1/111 1 1 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 I 1( 1 I 1 t 1 07 00 1400 2100 2800 3500 4200 4900 Water flow, gpm 5600 6300 7000 Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 6609.00 @ 20.000 Available Pressure -Note of Test 128.123 @ 732.02 System Demand 482.02 @ 108.195 System Demand (Including Hose Streams) 732.02 @ 108.195 L O M.E.P.CAD, inc. 43 AutoSPRINK® VR4 v4.1.0 07/14/2005 8:09:45AM Page 8 Job Number: 253045 Report Description: REMOTE AREA 1 ]lrirri{[[ 0 0 o Uped044bp A p U op ..o •, p 4 UpII. Up p • • r Up 1515041. Up ,M41. o- b 6— • • DP A `o L © M.E.P.CAD. Inc. 45 AutoSPRINK® VR4 v4.1.0 07/14/2005 8:09:45AM Page 9 Job Number: 253045 Report Description: REMOTE AREA 1 © M.E.P.CAD, Inc. 0S AutoSPRINK© VR4 v4.1.0 07/14/2005 8:09 46AM Paae 10 1O '' [J © - _I ramie, mie, um'111at'�/', ; .. :� Job Number 253045 . Report Description: REMOTE AREA 2 Job:-: • _........ Job Number 253045 Job Name DECKER DEVELOPMENT & CONSTRUCTION, INC. Address 1 235 STRANDER Address 2 CityState Zip Code TUKWILA WA Design Engineer PATRICK MOORE State Certification/License Number WESTESF136QF AHJ CITY OF TUKWILA Job Site REMOTE AREA 2 - EXISTING BLDG. CENTRAL Drawing 'Name VR4 253045 FP-2 Exist Bldg.cad System ;•'::` ,":' :'.;` •,. `:.:: .. ::;: '... : .' . . 1RemoteArea(S)';.1 Most Demanding Sprinkler Date 5.6 K-Factor 18.69 at 11.138 Hose Allowance At Source 250.00 Additional Hose Supplies Node Flow(gpm) Streams) - Occupancy Ordinary Group II Density Area Of Application 0.200gpm/ft2 963.46ft2 (Actual 963.46ft2) Number 01 Senn/dere Calculated•Coverage Per Sprinkler 15 93.44ft2 Hose At Node 100 100.00 Total Hose Streams 350.00 SYete-e Flow Demand Total Water Required (Intluding Hose 398.83 648.83 . e Ilk or '- ' )) t.. ill fat, ' liter x r �j 4E 4. �r_ _ , aotiMaximum0.000 % �'I � 4 d a .1, *� Maximum Pmssure Unoalance In Loops - - - - --_- -- Maximum Velocity Above Ground 17.58 between nodes 10 and 50tgl . Maximum Velocity Under Ground 9.15 between nodes 2 and 3 Deo. Volume rapacity of Wet Pipes Volume capacity of Dry Pipes 800.34ga1 Hose Flow . Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 130.000 20.000 6609.00 128.498 648.83 67.534 60.964 • Contractor Contractor Number 253045 Contractor Name DECKER DEVELOPMENT & CONSTRUCTION, INC. Addree:' 235 STRANDER Address 2 ''_It} Sia!e QIP ..adt TUKWILA WA Contact Name Contact Title PATRICK MOORE DESIGNER Phone Extension 425.881.0100 FAX 425 881.3030 E-mail catricic ❑Toorel5)wsfr l, VveG511c M.E.P.CAD. Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 8:37:38AM Page 1 J* Job Number: 253045 Report Description: REMOTE AREA 2 Hose Sprinkler Sprinkler Sprinkler Sprinkler [4> Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Device 100 157 161 165 168 156 160 164 167 155 159 163 166 154 158 162 Actual How (gpm) g> Most Demanding Sprinkler Data 100.00 18.73 1.8.82 19.15 20.62 18.69 18.78 19.11 20.58 19.49 19.58 19.92 21.44 21.12 21.22 21.58 Minimum Flow (gpm) 100.00 18.69 18.69 18.69 18.69. 18.69 18.69 18.69 18.69 18.69_ 18.69 18.69 18.69 18.69 18.69 18.69 K -Factor (K) 0 5.6 • 5.6 ' 5.6 ' 5.6 5.6 ' 5.6 • 5.6 • 5.6 . 5.6 • .5.6 • 5.6 • Pressure (psi) Density (gpmpft2) 5.6 • 5.6 • 5.6• 5.6 • 60.645 11.186 11.295 11.691 13.559 11.138 11.246 11.640 13.501 12.110 12.227 12.653 14.663 14.222 14.359 14.854 0.200gpm/ft2 0.2_01 gpm/ft2 0.205gpm/ft2 0.221 gpm/ft2 0.200gpmlft2 0.201 gpmlft2 0.204gpm/ft2 0.2209pm/ft2 0.209gpm/ft2 0.210gpm/ft2 0.213gpm/ft2 0`229gpm/ft2 _ 0.226gpm/ft2 0.227gpm/ft2 0.231 gpm/ft2 f.. © M.E.P.CAD, Inc. 41$ AutoSPRINK® VR4 v4.1.0 07/14/2005 8:37:38AM Page 2 Job Number: 253045 Report Description: REMOTE AREA 2 Node Elevation(Foot) Fittings 2 -4'-0 T(33' -5'/z) 3 0'-4 P0(12'-0) 4 2'-0 BFP(-12.000) 5 4'-9'/z ALV(28'-0) 57 18'-7 E(2'-0) 61 18'-7 E(2'-0)_ 65 18'-7 E(2'-0) 68 18'-7 E(2'-0) 56 18'-7 T(5'_0) 60 18'-7 T(5'-0) 64 18'-7 T(5'-0) 67 18'-7 T(5'-0) 55 18'-7 T(5'-0) 59 18'-7 1:(_5'-0) _ 63 18'-7 T(5'-0) 66 18'-7 T(5'-0) 54 18'--7 T(5'-0) 58 18'-7 T(5'-01 62 _ 18'-7 T(5'-0) 53 18'-7 2P0(6'-0) 52 18'-7 2P0(6'-0)._ 51_ 18'-7 2P0(6'-0) 50 - 18'-7 2P0(6'-0) 1.0 _ 14'-0 fE(5'-0) 1 -4'-0 2S, T(59'-4'/2). 100 0'-4 Hose 157 14'-8'/z Spr(-11.186) 161 14'-8 Spr(_11.295)_ 165 14'-8 Spr(-11.691) 168 14'-8 SpA_ -_13_559) 156 . 1.4'-81/2 Spr(-11.138) 160 _ 14'-8 Spr(-11.246) 164 14'-8 Spr(-11.640)_ 167 _ 14'-8 Spr(-13.501) 155 14'-8'/z Spr(-12.11 ) 159 14'-8 Spr(-12.227) 163_ 14'-8 Spr(-12.653) 166 14'-8 Spr(-14.66 ) 154 14'-8'/z Spr(14.2221 158 14'-8 Spr(-14.359) 162 _ 14'-8 §pr( -14.854) Pressure(psi) Discharge(gpm) 67.431 61.119 60.375 46.774 10.177 10.292 1_0.710 12.682 10.470 1_0.588 11.015 13.032 11.524 11.652 12.113 14.291 13.814 13.962 14.498 16.910 17.086 17.723 19.089 31.047_ 67.534 _ 398.83 60.645 1.00.00 11.186 18.73 11.295 18.82 11.691 _ 19.15 13.559 20.62 11.138 18.69 _ 11.246 18.78 11.640 -19.11'- 13.501 20.58 12.110 19.49 _ 12.227 19.58 12.653 19.92 14.663_ 21.44 14.222 21.12- 14.359 1 1214.359 21.22 14.854 21.58 (bn, © M.E.r'.CAD, Inc. r X AutoSPRINK© VR4 v4.1.0 07/14/2005 8:37:38AM Page 3 Job Number: 253045 • Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length w& Route 1 DR 1.0490 0=18.69 6.94 C=120 0.114790 3'-101/2 Pf 1.021 156 14'-8'/2 q=18.69 K=5.6 11.138 Spr(-11.138) 5'-0 Pe -1.689 56 18'-7 10.470 T(5'-0) 8'-101/2 Pv BL 6 1.3800 1 8'-7 Q=37,42 8.03 C=120 10.470 0.10905.7 9'-8 Pf 1.054 Pe 55 18'-7 11.524 9'-8. Pv BL 1.3800 0=56.91 12.21 C=120 0.236855 9'-8 Pf 2.290 55 18'-7 11.524 Pe 54 18'-7 13.814 9'-8 Pv BL 1.3800 Q=78.02 16.74 C=120 0.424691 1-3Y2 Pf 3.097 54 18'-7 13.814 6'-0 Pe 53 18'-7 16.910 PO(6'-0) 7'-3% Pv CM 2.6350 0=78.02 4.59C=120 _ 0.018200 -- 9'-8 Pf 0.176 5318'-7 16.910 Pe 52 18'-7 17.086 9'-8 Pv CM 2.6350_ Q=156.43 9.20 C=120 0.065907 ._.... 9'-8. Pf 0.637 52 18,-7 17.086 . Pe 51 18'-7 17.723 9'-3 Pv CM 2.6350 Q=236.18 - 13.90 C=120_ 0.141243 9'-8: Pf 1.365 51 18'-7 17.723 Pe 50 18'-7 19.089 9'-8! Pv CM 2.6350 0=298.83 17.58 C=120 0.218259 25'-7 Pf 9.971 50 18'-7 19.089 20'-1; Pe 1.987 10 14'-0 31.047 fE(4'-3%), fT(10'-9%), fE(5'-0) 45'-8; Pv CM _ 3.2600_ 0=298.83 11.49 C=120 0_077411 90'-5'/2 Pf 11.743 31.047 10 14'-0 - 61'-2%z Pe 3.984 5 4'-9Y2 46.774 fE(5'-0), 3E(9'-5), f(-0.000), 151'-8'/z' Pv ALV(28'-0) CM 4.2600 0=298.83 6.73 C=120 0.021035 2'-2 Pf 12.378 4'-91/2 46.774 5 15'-9'/2 Pe 1.223 4 2'-0 60.375 BV(15'-9%), BFP(-12.000) 17'-111/2 Pv UG 4.2200 Q=298.83 6.85 C=140 0.016560 1-8• Pf 0.027 2'-0 60.375 4 Pe 0.717 3 0'-4 61.119 1'-8 Pv UG_ 4.2200 0=398.83 9.15 C=140 0.028247 _ _ 73'-3Y2 Pf 4.433 0'-4 61.119 3 83'-7Y2 Pe 1.879 2 -4'-0 67.431 2E(16'-81/), 2EE(6'-8Y2), PIV(3'-4), 156'-11' Pv T(33'-51/2) UG 8.3900 Q=398.83 2.31 0=140 0.000994 45'-0 Pf 0.104 2 67.431 -4'-0 59'-41/2 Pe 1 -4'-0 67.534 S, T(59'-41/2) 104'4'% Pv Ga Route 2 DR 1.0490 • Q=18.73 6.95 C=120 0.115254 3'-104'' Pf 0.680 14'-81/2 11.186 Spr(-11.186) 157 q=18.73 K=5.6 2'-0; Pe -1.689 57 18'-7 10.177 E(2'-0) 5-10% Pv BL L7 0=18.73 4.02 1.800 5-7 =127 -0.-030312 9'-8' Pf 0.293 Pe 56 18'-7 10.470 9'-8 Pv a Route 3 DR_ 1.0490 Q=18.78 6.97 C=120 0.115827 3'-11 Pf 1.030 160 14'-8 q=18.78 K=5.6 11.246 Spr(-11.246) 5-0 Pe -1.689 60 18'-7 10.588 T(5'-0) 8'-11. Pv . BL 1,.3800 0=37.60 8.07 C=120 0.110041 9'-8 Pf 1.064 60 18-7 10.588 Pe 59 18'-7 11.652 9`-8 Pv BL - 1.3800 0=57.18 12.27 C=120 0.238990 9'-8 Pf 2.310 59 18'-7 11.652 Pe 58 18'-7 13.962 9'-8' Pv BL 1.380.0 0=78.40 16.82 C=120 0.42.8504 1'-31/2 Pf 3.125 58 18'-7 13.962 6'-0 Pe 52 18'-7 17.086 PO(6'-0) 7'-3% Pv -*•••••Route 4 DR 1.0490 Q=18.82 6.99 0=120 0.116294 3'-11 Pf 0.686 161 14'-8 q=18.82 K=5.6 11.295 Spr(-11.295) 2'-0 Pe -1.689 61 18'-7 10292 E(2'-0) 5'-11 Pv BL 1.3800 0=18.82 4.04 0=120 0.03058.6 9'-8 Pf 0.296 61 16'-7 10.292 Pe 60 18'-7 10.588 9'-8 Pv --. Route 5 165 64 14 -6 18'-7 g=19.11 K=5.6 11.640 11.015 Sprk-11.640) T(5'-0) P , 5 -0 Pe -1.689 8'-11 Pv g,© Inc. *AutoSPRINK® VR4 v4.1.0 07/14/2005 8:37:39AM Page 4 Job Number: 253045 • Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction 'Loss Pn Fittings Length Pressure Eq. Length Summary Total Length BL13_800 Q=38.25 8.21 0=120 0.113603 9'-8 Pf 1.098 64 18'-7 11.015 Pe 63 18'-7 12.113 9'-8, Pv BL 1.3800 Q=58.17 12.48 C=120 0,246.711 9'-8 Pf 2.385 63 18'-7 12.113 Pe 62 18'-7 14.498 9'-8 Pv BL 1.3800 0=79/6 17.11 C=120 ' 0.442297 1'-3'/ Pf 3.225 62 18'-7 .14.498 6'-0 Pe 51 18'-7 17.723 PO(6'-0) 7'-3'/2 Pv Route 6 DR 1.0490_ Q=19.15 7.11 0=120 0.120058 3'-11 Pf 0.708 165 14'-8 q=19.15 K=5.6 11.691 Spr(-11.691) 2'-0 Pe -1.689 65 18'-7 10.710 E(2'-0) 5-11 Pv BL 1.3800 0=19.15 4.11 C=120 0.031576 - - - 9'-8 Pf 0.305 65 18'-7 10.710 Pe 64 18'-7 11.015 9'-8 Pv wo- Route 7 DR 1.0490 Q=19.49 7.23 C=120_ 0.124028 3'-10'/2 Pf 1.103 155 14'-8Y2 q=19.49 K=5.6 12.110 6pr(-12.110) 5-0 Pe -1.689 55 18'-7 11.524 T(5'-0) 8'-10'/ Pv = Route 8 DR 1.0490 Q=19.58 7.27 0=120 0.125142 3'-11 Pf 1.113 159 14'-8 q=19.58 K=5.6 12.227 Spr(-12.227) 5'-0 Pe -1.689 59 18'-7 11.652 T(5'-0) 8'-11 Pv .m► Route 9 DR _ 1.0490 Q=19.92 7.39 0=120 0.1_29170 . 3'-11 Pf 1.149 163 14'-8 q=19.92 K=5.6 12.653 Spr(-12.653) 5-0 Pe -1.689 63 18'-7 12.113 T(5'-0) 8'-11 Pv eip Route 10 _DR _ 1.0490 Q=20.58 7.64_ C=120 0.137152 3'-1 T Pf 1.220 167 14'-8 q=20.58 K=5.6 13.501 Spr(-13.501) 5-0 Pe -1.689 67 18'-7 13.032 T(5'-0) 8'-11i Pv _BL __- - 1.3800 Q=41.20 8.84 C=120 - - 0,130297 9'-8 Pf 1.260 67 18'-7 13.032 Pe 66 18'-7 14.291 9'-8` Pv BL 1.3800 Q=62.64 13.44 C=120 - -- ----- 0.282894 --------- 10'-11Y2 Pf 6'-0 Pe 4.797 66 18'-7 14.291 50 18'-7 19.089 PO(6.-0) 16'-11'/ Pv a Route 11 DR_ 1.0490 Q=20.62 7.65 C=120 0.137698 3'-11 Pf 0.812 168 14'-8 q=20.62 K=5.6 13.559 Spr(-13.559) 2'-0 Pe -1.689 68 18'-7 12.682 E(2'-0) 5'-11• Pv BL 1.3800 0=20.62 4.42 0=120 0.036215 9'-8" Pf 0.350 68 15-7 12.682 Pe 67 18'-7 13.032 . 9'-8 Pv Route 12 DR R 1.0490 Q=21.12 7.84 C=120 0.143920 3'-10'/ Pf 1.280 154 14'-8'/2 q=21.12 K=5.6 14.222 Spr(-14.222) 5'-0 Pe -1.689 54 18'-7 13.814 T(5'-0) 8'-10'/ Pv ias Route 13 DR 1.0490 0=21.22 7.88 0=120 0.145199 3'-11 Pf 1.292 158 14'-8 q=21.22 K=5.6 14.359 Spr(-14.359) 5'-0 Pe -1.689 58 18'-7 13.962 T(5'-0) 8'-11 Pv a Route 14 DR 1.0490 0=21.44 T96 0=120 0.148043 3'-11 Pf 1.317 166 14'-8 q=21.44 K=5.6 14.663 Spr(-14.663) 5'-0 Pe -1.689 66 18'-7 14.291 T(5-0) 8'-11Pv Route 15 DR 1,0490 Q=21.58 8.01 C=120 0.149827 3'-11 Pf 1.333 162 14'-8 q=21.58 K=5.6 14.854 Spr(-14.854) 5'-0 Pe -1.689 62 18'-7 14.498 T(5'-0) 8'-11 Pv cfro Route 16 DY 2.4690 Q=100.00 6.70 C=120 0.039544 0'-0 Pf 0.475 100 0'-4 q=100.00 60.645 Hose 12'-0 Pe 3 0'-4 61.119 PO(12'-0) 12'-0 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) (C Value Multiplier 4 8' Actual Inside Diameter Value Of C 100 130 140 150 Schedule 40 Steel Pine Inside Diameter = Factor \ Multiplying Factor 0.713 1.16 1.33 1.51 L, © M.E.P.CAD, Inc. :) AutoSPRINK® VR4 v4.1.0 07/14/2005 8:37:39AM Page 5 Pipe Type Downstream Upstream Diameter Elevation peType, Legend; ` Flow Discharge Velocity HWC K -Factor Pt Friction Loss Pn Fittings Job Number: 253045 Report Description: REMOTE AREA 2 Uriifs. tegerid,, AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser • MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe Length Pressure Eq. Length Summary Total Length ittigs':l egend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap L, © M.E.P.CAD, Inc. :? AutoSPRINK® VR4 v4.1.0 07/14/2005 8:37:39AM Page 6 15 13 12 10 90 60 45 30 15 0 Supply at Node 1 Job Number: 253045 Report Description: REMOTE AREA 2 J 1 Static Pressure 130.000 648.83 398.83 with hose @ 67.534 streams System demand curve _ 6609.00 @ 20.000 \\N --101111111n n .I Ann 111 I, 1 u l 1 1 1 1 1 1 (1 1 r -nn.. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 1 1 1 1 1 1 1 I III 11 I I I I 11 I I l_. I I I 00 ' 2100 Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 6609.00 @ 20.000 Available PressureTime of Test 128.498 @ 648.83 System Demand 398,83 @ 67.534 System Demand (inclucmu Hose Streams 648.83 @ 67.534 3500 4900 Water flow, gpm 5600 6300 7000 EA, ©M.E.P.CAD, Inc. yl AutoSPRINK® VR4 v4 1.0 07/14%2005 8:37:39AN Page 7 0 0 0 Go_o' 0 e 0 0 0 47> o 10 o �n Dn G. G.0 BEp 0 .0 E8n -sr ~ A A o I yyo ©. 0 Job Number: 253045 Report Description: REMOTE AREA 2 0 © M.E.P.CAD. Inc AutoSPRINKO VR4 v4 1.0 07/14/2005 8:37:41AM Page 8 Job Number: 253045 Report Description: REMOTE AREA 2 0 0 0 0 0 L; © M.E.P.CAD, Inc. 4 AutoSPRINK® VR4 v4.1.0 07/14/2005 8:37:42AM Page 9 Job Number: 253045 • Job ; ........ _; . _., Job Number 253045 Job Name DECKER DEVELOPMENT & CONSTRUCTION, INC. Address 1 235 STRANDER Address 2 City State Zip Code TUKWILA WA Design Engineer. PATRICK MOORE Siete Certification/License Number WESTESF136QF AHJ CITY OF TUKWILA Job Site REMOTE AREA 3 - MECHANICAL ROOM Drawing Name VR4 253045 FP -2 Exist Bldg.cad S.ystem:;?:':' .. ; :.. �... `- :........ _ .•.. . .:. ._ ........: ... .. j Remote Area(s)..; Most Demanding Sprinkler Data 5.6 K -Factor 14.82 at 7.000 Hose Allowance At Source 250.00 Addlionel Hose Supplies Node Flow(gpmj Occupancy Ordinary Group II Density 0.200gpm/ft2 Number Of Sprinklers Calculated 10 An:a Of Application 1500.00ft2 (Actual 424.90ft2) Coverage Per Sprinkler 73.50ft2 Hose At Node 100 100.00 Total Hose items 350.00 System Flow Demand Total Water Required (Including Hose Streams) 310.60 560.60 .,.I4 ` qW1 '° • �—=! `� v.` !,' ! n .. ir it_ Maximum Pressure Unbalance In Loops 0.000 _ midi lip . 8I,.__ Nr ti0 , 4V` Maximum Veloedy Above Ground 24.12 between nodes 77 and 78 ---n nod 7 Maximum Velocity Under Ground 7.12 between nodes 2 and 3 _ 'fit Volume capacity of Wet Pipes Volume oapaaty of DryPipes 800.34ga1 Su Ile R ::.• :.: _. Hose Flow StIc Residual@Available Node Node (Pm) () (Fpm) A Pla)le @ Tot l Demand R quie.Safety Margin (psi) (psi) _ 1 250.00 130.000 20.000 6609.00 128.854 560.60 103.908 24.947 Contractor Contractor Number 253045 Contractor Name DECKER DEVELOPMENT & CONSTRUCTION, INC. Address 1 235 STRANDER Address 2 Cny State Zip Code TUKWILA WA Contact Name PATRICK MOORE Phone 425.881.0100 FAX 425.881.3030 E -mai' pati; l' moore(Qv3tr u; Web-Stle Contact Tale DESIGNER Extension [�a, ©M.E.P.CAD, Inc. 41.4AutoSPRINKO VR4 v4.1.0 07/14/2005 6:42:20AM Page 1 Job Number: 253045 Report Description: REMOTE AREA 3 Hose Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler _Sprinkler Sprinkler Sprinkler b Sprinkler Sprinkler Device Actual Flow (gPm) 1.00 1.00.00 86 18.26 87 17.06 78 26.36 81 18.28 88 28.33 90 24.18 85 17.76 83 16.37 84 14.82 89 29.19 c> Most Demanding Sprinkler Data Minimum Flow (gpm) K -Factor Pressure Density (K) (psi) (gpmpft2) 0 98.698 5.6 10.634 5.6 9.280 .6 22.154 5.6 10.654 5.6 25.596 5.6 18.643 5.6 10.059 5.6 8.41 5.6 7.000 5.6 27.165 100.00 14.82 14.82 14.82 14.82 14.82 14.82 14.82 14.82 14,82 14.82 0.248gpm/ft2 0.232gp_m/ft2 0.359gpm/ft2 0.249gpm/ft2 0.385gQm/ft2 0.329gpm/ft2 0.242gpm/ft2 0.223gpm/ft2 0_202gpm/ft2 0_397gpm/ft2 L U M.E.P CAD, Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 6:42:20AM Page 2 Node AnaiYsIs Job Number: 253045 Report Description: REMOTE AREA 3 Node Elevation(Foot) Fittings 2 -4'-0 T(33-51/2) 3 0'-4 P0(12'-0) 4 2'-0 BFP(-12.000) 5 4.-91/ ALV(28'-0) 77 17-6 E(4'-0), 79 17-6 T(8'-0) 80 15.-2 Tff-0) 82 15-7 T.(6'-0) 76 17-6 E(2 -0), T(5-0) 75 17-6 T(5'-0), T(10'-0) 12 12'-0 2T(10' -q) 11 12-0 fE(4-3%) 10 14-0 fE,(5'-0),_ 1 -4'-0 2S, T(59'-414) 100 0'-4 Hose 86 14'-7 Sp -00.634J 87 15-4 SEr(-9.280) 78 17'-6 Spr(-22.154) 61- 15'-7 Sps(-10.654), 88 17-6 Spr(-25.896) 90 17'-6 Sp_r(-18.643) 85 15-7 Spr(-10.059) 83 15'-1 Spre8.541) 84 17-11 Sp.r(-7.0001 89_ 9'-0 Spre,27.165) Pressure(psi) Discharge(gpm) 103.842 99.173 98.441 85.021 26.339 18.993 f3.718. 10.520 27.578 30.708 70.751 71.614 74.890 103.908 310.60 9096 100.00 10.634 18.26 9.280 17.06 22.154 26.36 10.654 18.28 25.596 28.33 18.643 24.18 10.059 17.76 8.541 16.37 7.000 27.165 29.19 Cf) M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 6:42:21AM Page 3 Job Number: 253045 Report Description: REMOTE AREA 3 Pipe Type _ Diameter Downstream Elevation Upstream Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length a► Route 1 BL 1.3800 Q=14.82 3.18 0=120 0.019647 9'-111/2 Pf 0.313 84 17'-11 q=14_ 82 K=5.6 7.000 Spr(-7.000) 6'-0 Pe 1.228 83 15'-1 8.541 2E(3'-0) 15'-111/2 Pv BL 1.3800 Q=31.18 6.69. C=120 0.077836 10'-212 Pf 2.195 83 15' 1 q=16.37 K=5.6 8.541 Spr(-8.541) 18'-0 Pe -0.217 82 15-7 10.520 4E(3'-0), T(6'-0) 28'-2'/2 Pv BL 1.6100 Q=48.94 7.71 0=120 0.084595 1'-7 Pf 0.134 82 15'-7 10.520 Pe 81 15-7 10.654 1'-7 Pv BL 1.6100 Q=67.22 10.59 C=120 0.152162 2'-111/2 Pf 2.883 81 15-7 q=18.28 K=5.6 10.654 Spr(-10.654) 16'-0 Pe 0.181 80 15-2 13.718 2E(4'-0), T(8'-0) 18'-111/2 Pv BL 1.6100 0=102.54 16.16 C=120 0.332341 6'-11 Pf 6.287 80 15-2 13.718 12'-0 Pe -1.012 79 17'-6 18.993 E(4'-0), T(8'-0) 18'-11 Pv BL 1.6100. 0=126.72 19.97 0,491683- 2'-5 Pf 3.161 79 17'-6 _ _C=120 18.993 4'-0 Pe 78 17'-6 22.154 E(4'-0) 6'-5'. Pv BL 1.6100 0=153.08 24.12 0=120 0.6974462'-0' Pf 4.185 78 17'-6 q=26.36 K=5.6 22.154 Spr(-22.154) 4'-0 Pe 77 17'-6 26.339 E(4'-0) 6'-0 Pv BL 2.0670 Q=153.08 14.64 0=120-, 0.206559 6'-0 Pf 1.239 77 17'-6 26.339 Pe 76 17'-6 27.578 6'-0 Pv BL 2.0670 Q=181_41_ 17.34 C=120_ 0.282797 1'-1 Pf 3.130 76 _ 17'-6 _ - 27. 578 ' . - - 10'-0Pe 75 17'-6 30.708 T(10'-0) 11'-11 Pv BL _2.0670 Q=210.60 20.14 0=120 0.372682 61'-1' Pf 37.667 75 17'-6 30.708 40'-0 Pe 2.376 12 12'-0 70.751 4E(5'-0), 2T(10'-0) 101'-1 Pv CM 2.4690 0=210.60 14.11 0=120 0.156844 1'-21/2 Pf 0.863 12 - 12'-0 70.751 4'-312 Pe 11 12'-0 71.614 fE(4'-31/2) 5'-6 Pv CM 2.6350 Q=210.60 12.39 C=120 0.114247 20'-51/2 Pf 4.143 11 _ 12'-0 71.614 15'-91/2 Pe -0.867 10 14'-0 74.890 fT(10'-912), fE(5'-0) 36'-3 Pv CM 3.2600 Q=210.60 8.09 C=120 0.040521 90'-51/2 Pf 6.147 10 _ 14'-0 _ 74.890 _ _ 61'-21/ Pe 3.984 5 4'-91/ 85.021 fE(5'-0), 3E(9'-5), f(-0.000), 151'-812 Pv ALV(28'-0) CM 4.2600 0=210.60 4.74 0=120 2'-2 Pf 12.198 5 4'-9'/z 85.021 _0.011011 15-91/2 Pe 1.223 4 2'-0 98.441 BV(15'-91/2), BFP(-12.000) 17'-1112 Pv UG 4.2200 Q=210.60 4.83 C=140 0.008668 1'-8 Pf 0.014 4 2'-0 98.441 Pe 0.717 3 0'-4 99.173 1'-8 Pv UG 4.2200 0=310.60 7.12 0=140 0.017787 73'-31/ Pf 2.791 3 0'-4 99.173 83'-7% Pe 1.879 2 -4'-0 103.842 2E(15-8'/2), 2EE(6'-8Y2), PIV(3'-4), 156'-11 Pv T(33. -5Y2) UG 8.3900 Q=310.60 1.80 C=140 0.000626 45-0 Pf 0.065 2 -4'-0 103.842 59'-4%2 Pe 1 -4'-0 103.908 S, T(59' -4Y2) 104'-412 Pv .I► Route 2 SP 1.0490 0=17.06 6.33 0=120 0.096962 8'-6 Pf 1.020 87 15-4 q=17.06 K=5.6 9.280 Spr(-9.280) 2'-0 Pe 0.334 86 14'-7 10.634 E(2'-0) 10'-6 Pv BL L 1.0490 Q=35.32 13.11 0=120 0.372672 6'-1112 Pf 3.337 86 14'-7 q=18.26 K=5.6 10.634 Spr(-10.634) 2'-0 Pe -0.253 80 15'-2 13.718 2EE(1'-0) 8'-111/2 Pv 410 Route 3 BL 1.0490 0=17.76 6.59 0=120 0.104466 4'-5 Pf 0.461 85 15'-7 q=17.76 K=5.6 10.059 Spr(-10.059) Pe 0.000 82 15'-7 10.520 4'-5 Pv Route 4 BL 1.3800 Q=24.18 5.19 0=120 0.048619 T-21/2 Pf 0.350 90 17'-6 q=24.18 K=5.6 18.643 Spr(-18.643) Pe 79 17'-6 18.993 T-21/2 Pv Gee - e Route 5•--•. B_ 1.0490 ,-=2E ,,. 1052 0=12C 0.247844 D., 9,'. 88 17'-6 q=28.33 K=5.6 25.596 Spr(-25.596) 7'-0 Pe 76 17'-6 27.578 E(2'-0), T(5'-0) 8'-0 Pv L,OM.E.P.CAD, Inc. y' AutoSPRINK® VR4 v4.1.0 07/14/2005 6:42:21P.M Page 4 Job Number: 253045 Report Description: Pip! Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Pressure Eq. Length Summary Total Length s Route 6 B_ L - 1.0490 Q=29.19 10.84 C=120 0.261868 89 9'-0 q=29.19 K=5.6 27.165 Spr(-27.165) 75 17-6 30.708 2E(2'-0), 2T(5'-0) 13'-6'/s Pf 7.216 14'-0 Pe -3.673 2T-6% Pv Jib Route 7 DY_ 2.4690 Q=100.00 6.70 C=120 100 0'-4 q=100.00 98.698 3 0'-4 99.173 0.039544 0'-0 Pf 0.475 12'-0 Pe 12'-0 Pv Hose P0(12'-0) Bquivalent:;P..ipe. LengthkaVal'ves; and;Fittings (C=120 only), C Value Multiplier 130 140 150 1,16 1.33 1.51 Actual Inside Diameter Value Of C 100 Multiplying Factor 0.713 Schedule 40 Steel Pipe Inside Diameter )4.87 = Factor PipeTyp6,..1Aend Units".Legend Fittings" Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge - gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe -, ALV Alarm Valve AngV Angle Valve b Bushing BaiV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/,° Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. !$ AutoSPRINK® VR4 v4.1.0 07/14/2005 6:42:21 AM Paae 5 Report Descr Job Number: 253045 150 Supply at Node 1 135 120 Static Pressure 130.000 105 560.60 with hose @ 103.908 streamc 90 410.60 'N b 75 1 P !n 0 22a 60 45 System demand curve 30 15NS 6609.00 @ 20.000 0 1111111111 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 II 1 11 I 11 I I I I Q. /00 1400 2100 2800 3500 4200 4900 Water flow, gpm 5600 6300 7000 Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 6609.00 @ 20.000 Available PressureTlme of Test 128.854 @ 560.60 System Demand 310.60 @ 103.908 System Demand (mcludmp Hose Streams) 560.60 @ 103.908 i_, ©M.E.P.CAD.Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 6:42:22AIVI Page 6 J Job Number: 253045 Report Description: REMOTE AREA 3 r h� © M.E.P.CAD. Inc. t? AutoSPRINK® VR4 v4.1.0 07/14/2005 6:42:23AM Page 7 Job Number: 253045 Report Description: REMOTE AREA 3 © M.E.P.CAD. Inc. ;? AutoSPRINK® VR4 v4.1.0 07/14/2005 6:42:23AM Page 8 119 Lit Job Number: 253045 Job;. Job Number 253045 Job Name DECKER DEVELOPMENT & CONSTRUCTION, INC. Address 1 235 STRANDER Address 2 City State Zip Code TUKWILA WA Design Engineer " PATRICK MOORE State Certification/License Number WESTESF136QF AHJ CITY OF TUKWILA Job Site REMOTE AREA 4 - EXISTING BLDG. 2nd FLOOR OFFICES Drawing Name VR4 253045 FP -2 Exist Bldg.cad System::`.' "`.:: ": .. : i Remote Area(s):. _ Most Demanding Spdnkler Data 5.6 K -Factor 14.82 at 7.000 Hose Allowance At Soorim - - 0.00 Additional Hose Supplies Node Flow(opm) Occupancy Light Hazard Density Area Of Apulia:lion 0.100gpm/ft2 930.11ft2 (Actual 930.11ft2) Per Spdnkler Number Of Sprinklers Calculated Coverage 16 91.00ft2 Hose At Node 100 100.00 Total Hose 'Stearns 100.00 System now Demand Total Water Required (Including Hese Streams) 361.22 361.22"�' '" I 1 ,, s IA - a� ,��'/'��� �► �i7l� -1 �'��' Maximum Pressure Unbalance In Loops -- 0.000 Maximum 24.8=lbewecby an n —_ —' 24.98 between nodes 12 and 229 Maximum Velocity Under Ground - 8.29 between nodes 2 and 3 Volume capacity of Wet PipesVolume capeoty of Dry Pipes 803.83ga1 S1' he .... e. _• �.:,.,:.,� .,., •::, - ... Hose Flow Static Residual @w Node(gpm) (psi)(psi) (9Pm) ... -, Saf e- ty Margin Available TotalDemand emand Required arginNode (P) ) (psi)- (psi) 1. 0.00 130.000 20.000 6609.00 129.492 361.22_ 114.157 15,335 Contractor Contractor Number 253045 Contractor Name DECKER DEVELOPMENT & CONSTRUCTION. INC. Address 1 235 STRANDER iA.doreso 2 Slat, _E., Cooe TUKWILA WA Contact Name Contact Title PATRICK MOORE DESIGNER Phone Extension 425.881.0100 FAX 425.881.3030 E-mail patrick.moore@wsfp.us Veen-Sse ( . © M.E.P.CAD, Inc. AutoSPRINK© VR4 v4.1.0 07/14/2005 4:15:23PM Page 1 !fig Summary utg.Ovce$ Job Number: 253045 Report Description: REMOTE AREA 4 Hose r Sprinkler SpLinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Device 100 204 209 212 214 • 216 203 206 208 202 205 207 201 21.1 213 Actual Flow (gpm) 215 210 c Most Demanding Sprinkler Data 100.00 14.82 23.25 15.29 15.01 14.93 15.44 14.84 20.04 15.69 15.26 18.15 16.01 15.75 15.46 15.38 15.92 Minimum Flow (gpm) K -Factor (K)(psi) Pressure 100.00 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 0 5.6 5.6 5,6 5.6, 5.6 5.6 5.6, 5.6 5.6 5.6 5.6 5.6 5.6 5.6 .5.6. 5.6 108.027 7.000 17.244 7.453 7.181 7.106 7.607 7.018 12.805 7.851 7.429 10.502 8.170 7.907 7.620 7.541, ... 8.082 Density (gpmpft2) 0.163gpm/ft2 0.256gpm/ft2 0.168apm/ft2 0.1 65gpm/ft2 0.1 64gpm/ft2 0.1709pm/ft2 0.163gpmift2 0.220gpm/ft2 .0.172gpm/ft2 0.1689prp/ft2 0.1 99gpm/ft2 0.176g pm/ft2 •0.173g2m/ft2 0.170gpmfit2 0.1 75gpm/ft2 0.16Agpm/ft2 f. © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 4:15:24PM Page 2 Job Number: 253045 Report Description: REMOTE AREA 4 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2 -4'-0 T(33-51/) 114.071 3 0.-4 P212'-0)_ 108.501 4 2'-0 BFP(-12.000) 107.763 _ 5 4'-91/2 ALV(28'-0) 94.246 12 12-0 2T(10'-0) 74.515 11 12-0 fE(417_31%) 75.801 10 14:15--- fE(5'-0) 81.105 224 22.-0 E.(2'-9) 6.972 229 22'-0 T(10' -0) T(5.-9) 19.110 226 22-0 T(5-0) 7,050.. 228 22-0 -1(5.-0) 13.337 222 22-0 T(5'.-.0) 7.956 225 22L0 T(5'-0) :49.6 227 22-0 T(5'-0) 10.837. 91 22-0 T(5'..-0) 8.570 § 22'-0 T(6_•01 8.590 93 22-0 Ts§:zg 8.747 94 94 22:6 2To9-0) 10.101 95 22'-0 T(5.-01 8.633 96 2Z-9 .2O5:0) 8.352 67 22-0 2O(5.-0) 8.028 . 98 22-0 2Z-0 2T9)_ 7.939 T" -4.-0 2S, T(59'-4%) 114.157 36122 1000-4 Hose 108.027 100.00 20420 7.000 14.82 '-6 . Spr(-7.000)_. 209 - 20-6 Spr(-17.244) 17.244 23.25 212 20.-6 Spr(-7.453) 7.453 15.29 214 20-6 Sp -7.18i) 7.181 15.01 216 20-6 Spr(-7.106) 7.106 14.93 203 . _ 207-6_ Spr(-7.607) 7.607 15.44 206 20-6 Spr(-7.018) 7.018 -714.84- 208 20-6 Spre12.805) 12.805 20.04 202 20-6 Spr(1-7.851) 7.851 15.69 205 20-6 Spy -7.4291. 7.429 15.26_, 207 20-6 Spr(il 0.502) '10.502.18.15 20f 20-6 Spr(-8.170) 8.170 - 211 20'-6 Spr(-7.907)_ 213 20-6 Spr(-7.620) 77:96% 15.46._ 215 20-6 Spr(-7.541) 7.541 15.38 21b - 20'-6 Spr(78.082) 8.082 15.92 fV1.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 4:15:24PM Page 3 Job Number: 253045 Report Description: REMOTE AREA 4 Pipe Type Downstream Upstream Diameter Elevation Flow Velocity Discharge K -Factor �• Route 1 HWC Friction Loss Length Pressure Pt Pn Fittings Eq. Length Summary Total Length DR 1.0490 Q=14.82 5.50 0=120 0.074703 4'-21/2 Pf 0.613 204 20'-6 q=14.82 K=5.6 7.000 Spr(-7.000) 4-0 Pe -0.641 224 22'-0 6.972 2E(2'-0) 8'-21/2 Pv BL- 1.3800 0=14.82 3.18 C=120 224 22'-0 6.972 226 22'-0 7.050 0.019647 3'-11'/2 Pf 0.078 Pe 3'-11'/2 Pv BL 1.3800 Q=29.65 6.36 0=120 226 22'-0 - 7.050 225 22'-0 7.496 0.070915 6'-31/2 Pf 0.446 Pe 6-3Y Pv BL 1.3800 0=44.92 9.63 C=120 225 22'-0 7.496 93 • 22'-0 8.747 0.152886 T(6'-0) 2'-2 Pf 1.250 6-0 Pe 8'-2 Pv BL 2.0670 Q=92.06 8.80 C=120 0:080621 6'-9'/2 Pf 1.354 93 22'-0 8.747 10'-0 Pe 94 22'-0 10.101 T(10.-0) 16-91/2 Pv CM 2.0670 Q=199.78 19.10 0=120 94 22'-0 10.101 227 22'-0 10.837 0.338047 2'-2 Pf 0.737 Pe Pv CM 2.0670 0=217.93 20.84 0=120 227 22'-0 10.837 228 22'-0 13.337 CM 2.0670_ Q=237.97 22.75 C=120 228 22'-0 13.337 229 22'-0 19.110 0.397039 6'-31/2 Pf 2.500 Pe 6'-3%z' Pv 0.467208 T(10'-0) Pf 5.773 10'-0, Pe 12.-41/2 Pv CM ___ 2.0670 Q=261.22 24.98 C=120 0.555162 57'-0; Pf 51.069 229 22'-0 19.110 35'-0; Pe 4.335 12 12'-0 74.515 5E(5'-0), T(10'-0) 92'-0' Pv CM 2.4690_ Q=261.22 17.50 C=120 0.233642 1'-21/2 Pf 1.286 12 12'-0 74.515 ---- 4'-31/2 Pe 11 12'-0 75.801 fE(4'-31/2) 5'-6' Pv CM2.6350 0=261.22 15.37 C=120 11 .... 12'-0 75.801 10 14'-0 0.170187 _ 20'-51/z Pf 6.171 15'-91/; Pe -0.867 36'-3 Pv 81.105 fT(10'-91/2), fE(5'-0) CM_ 3.2600 Q=261.22 10.04 C=120 006.0361 _ 90'-51/2 Pf 9.157 10 14'-0 81.105 61'-21/2 Pe 3.984 5 4'-914 94.246 fE(5'-0), 3E(9'-5), f(-0.000), 151'-81/2 Pv ALV(28'-0) CM 4.2600 Q=261.22 5.88 0=120 0.016402 2'-2; Pf 12.295 5 4'-91/2 94.246 15'-912 Pe 1.223 4 2'-0 107.763 BV(15'-91/2), BFP(-12.000) 17'-111// Pv UG 4.2200 Q=261.22 5.99 C=140 4 2.0 107.763 3 0'-4 108.501 0.012912 1'-8 Pf 0.021 Pe 0.717 1'-8 Pv UG 4.2200 Q=361.22 8.29 C=140 3 U-4 108.501 2 -4'-0 114.071 0.023519 2E(16'-81/2), 2EE(6-81/2), PIV(3'-4), T(33'-5%) 73'-31/2 Pf 3.691 83'-7Y2 Pe 1.879 156'-11: Pv UG 8.3900 Q=361.22 2.10 0=140 2 -4-0 114.071 1 -4-0 114.157 .� Route 2 0.000828 S, T(59' -41A) 45'-0 Pf 0.086 59'-4'/z Pe 104'-4% Pv DR 1.0490 Q=14.84 5.51 C=120 0.074886 1'-11% Pf 0.672 206 20'-6 q=14.84 K=5.6 7.018 Spr(-7.018) 7'-0 Pe -0.641 226 22'-0 7.050 E(2'-0), T(5'-0) 8'-11'/2 Pv R,r Route 3 DR R 1.0490 0=14.93 5.54 0=120 0.075746 10'-51/2 Pf 1.475 216 20'-6 q=14:93 K=5.6 7.106 Spr(-7.106) 9'-0 Pe -0.641 98 22'-0 7.939 2E(2'-0), T(5'-0) 19'-51/2 Pv B L 2.067.0 Q=30.31 2.90 C=120 98 22'-0 - 7.939 97 22'-0 8.028 0.010322 8'-8 Pf 0.089 Pe 8'-8 Pv BL 2.0670 0=60.77 5.81 C=120 97 22'-0 8.028 96 22'-0 8.352 0.037391 8'-8 Pf 0.324 Pe 8'-8 Pv BL 2.0670 Q=91.81 8.78 C=120 96 22'-0 8.352 95 22'-0 8.633 0.080214 3'-6 Pf 0.281 Pe 3'-6 Pv BL 2.0670 0=107.73 10.30 C=120 95 22'-0 8.633 94 22'-0 10.101 0.107829 T(10'-0) 3'-71/2 Pf 1 467 10'-0 Pe 13'-71/z Pv Route 4 L© IM.E.P.CAD, Inc. s"rc AutoSPRINK® VR4 v4.1.0 07/14/2005 4:15:25PM Page 4 441 Job Number: 253045 • Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length DR 1.0490 Q=15.01 5.57 C=120 0.076485 10'-51/2 Pf 1.489 214 20-6 q=15.01 K=5.6 7.181 Spr(-7.181) 9'-0 Pe -0.641 97 22'-0 8.028 2E(2'-0), C(5'-0) 19'-5'/2 Pv 40. Route 5 DR 1.0490 0=15.26 5.67 C=120 0.078926 1'-111/2 Pf 0.709 205 20'-6 q=15.26 K=5.6 7.429 Spr(-7.429) ' 7'-0 Pe -0.641 225 22'-0 7.496 E(2'-0), T(5'-0) 8'-111/2 Pv Gr Route 6 DR 1.0490 0=15.29 5.68_ C=120 0.079161 -Spr(-7.453) 10'-5'/ Pf 9'-0 Pe 1.541 -0.641 212 20'-6 q=15.29 -K=5.6 7.453 96 22'-0 8.352 2E(2'-0), C(5'-0) 19'-5'/2 Pv Qfr Route 7 DR_ 1.0490 0=15.38 5.71 C=120 0.080025 4'-0 Pf 1.040 215 20'-6 q=15.38 K=5.6 7.541 Spr(-7.541) 9'-0 Pe -0.641 98 22'-0 7.939 2E(2'-0), T(5'-0) 13'-0 Pv .o Route 8 .DR 1.0490 0=15.44 5.73 C=120 0.080672 8'-31/2 Pf 0.990 203 20'-6 q=15.44 K=5.6 7.607 Spr(-7.607) 4'-0 Pe -0.641 222 22'-0 7.956 2E(2'-0) 12'-31/2 Pv BL__ 1.3800 6,68 C=120 0.077619___ 2'-2 Pf 0.635 -Q=31.14 222 22'-0 7.956 6'-0 Pe 92 22'-0 8.590 T(6-0) 8'-2 Pv BL _ 2.0670_ Q=47.14 4.51 C=120 0.023375 6'-8 Pf 0.1.56 92 22'-0 8.590 Pe 93 22'-0 8.747 6-8 Pv Q.. Route 9 DR_,._ 1.0490 Q=15.46 - _. 5.74 C=120 0.080804 4'-0 Pf 1.050 213 20' 6 q=15.46 K=5.6 7.620 Spr(-7.620) 9'-0 Pe -0.641 97 22'-0 8.028 2E(2'-0), C(5'-0) 13'-0 Pv Q. Route 10 DR_ 1.0490 Q=15.69_ 5.82 C=120 0_083067 1'-11'/2 Pf 0.746 _ 202 20'-6 q=15.69 K=5.6 7.851 _ _ Spr(-7.851) - 7-0 Pe -0.641 222 22'-0 7.956 E(2'-0), T(5'-0) 8'-111/2 Pv Q. Route 11 DR 1.0490 Q=15.75 5.85 C=120 0.083620 4'-0 Pf 1.086 211 20'-6 q=15.75 K=5.6 7.907 Spr(-7.907) 9'-0 Pe -0.641 96 22'-0 8.352 2E(2'-0), C(5'-0) 13'-0 Pv Q. Route 12 DR1.0490 0=15.92 5.91 C=120_ 0.085328 6-111/2 Pf 1.192 210 20'-6 q=15.92 K=5.6 8.082 Spr(-8.082) 7'-0 Pe -0.641 95 22'-0 8.633 E(2'-0), T(5'-0) 13'-11'/ Pv - Route 13 DR 1.0490 Q=16.01 5.94 C=120 0.086182 3'-1 Pf 1.041 201 20'-6 q=16.01 K=5.6 8.170 Spr(-8.170) 9'-0 Pe -0.641 91 22'-0 8.570 2E(2'-0), T(5'-0) 12'-1: Pv BL 2.0670 Q=16.01 1.53 C=120 0.003169 6'-7 Pf 0.021 _ 91 22'-0 8.570 Pe 92 22'-0 8.590 6'-7. Pv Qi. Route 14 DR R 1.0490 0=18.15 6.74 C=120 0.108720 1'-111/2 Pf 0.976 207 20'-6 q=18.15 K=5.6 10.502 Spr(-10.502) 7'-0 Pe -0.641 227 22'-0 10.837 E(2'-0), T(5'-0) 8'-111/2 Pv Qi Route 15 DR_ 1.0490 Q=20.04 7.44 C=120 0.130606 1'-11'/2 Pf 1.173 208 20'-6 q=20.04 K=5.6 12.805 Spr(-12.805) 7'-0 Pe -0.641 228 22'-0 13.337 E(2'-0), T(5'-0) 8'-11'/2 Pv Q. Route 16 D_ R 1.0490 0=23.25 8.63 C=120 0.171993 5'-7 Pf 2.507 209 20'-6 q=23.25 K=5.6 17.244 Spr(-17.244) 9'-0 Pe -0.641 229 22'-0 19.110 2E(2'-0), T(5'-0) 14'-7 Pv Route 17 DY 2.4690 Q=100.00 6.70 C=120 0.039544 0'-0 Pf 0.475 100 0'-4 q=100.00 108.027 Hose 12'-0 Pe 3 0'-4 108.501 PO(12.-0) 12'-0 Pv Equivalent -Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4 87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter j - Factor Multiplying Factor 0.713 1.16 1.33 1.51 .t.r., Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 4:15:25PM Page 5 • . L, raullc :Analys s. Job Number: 253045 Report Description: REMOTE AREA 4 Pipe Type__ Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe, types Legend Units: L4egenci Fittings, Legend AO Arm -Over BL. Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Va Ive AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%* Elbow Ee2 22%° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. 174AutoSPRINK®VR4 v4.1.0 07/14/2005 4:15:25PM Page 6 Job Number: 253045 150 - Supply at Node 1 ...••,,,,........nat, km... . r ♦u Inv 1 L rlr \L.n'f _ 135 :Static 120 Pressure 130.000 - 105 361.22 @ 114.157 90 -4 .N - n. _ J75 60 System 45 demand curve 30 - 6609.00 @ 20.000 IN15 0 l mu1111111111111 111 111111 1 11 1 1 1 11 t 1 1 1 11 1_1_1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 0700 1 00 2100 2800 3500 4200 4900 Water flow, gpm 5600 6300 7000 Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 6609.00 @ 20.000 Available PressureTime of Test 129.492 @ 361.22 System Demand 361.22 @ 114.157 System Demand (Including Hose Streams) 361.22 @ 114.157 r .E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 4:15:25PM Page 7 ; Job Number: 253045 Report Description: REMOTE AREA 4 © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 07/14/2005 4:15:26PM Page 8 _ _ Fire Protection by Computer Design Western States Fire Protection 7102 180th Ave NE Redmond, WA 98052 425.881.0100 Job Name : SIMPLY THAI Building Location : TUKWILA, WA System Contract Data File : CaIc1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Western States Fire Protection Page 1 SIMPLY THAI Date 7-15-05 Hydraulic Design Information Sheet Name - SIMPLY THAI Location - TUKWILA, WA Building - Contractor - WESTERN STATES FIRE Calculated By - MARTIN SOKULSKI Construction: (X) Combustible Occupancy - MERCANTILE --ORDINARY S Y S T E M D E S I G N PROTECTION ) Non -Combustible HAZARD II Date - 7-15-05 System No. - Contract No. - Drawing No. - 2 Ceiling Height - 14'6" (X) NFPA 13 ( ) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Area of Sprinkler Operation Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside Note Ord .Haz . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Figure Curve Made By ( ) Ex.Haz. Date 1150 .2 120 15' 100 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make Model Size K -Factor Temp.Rat. Calculation Flow Required - Summary C -Factor Used: 120 Press Required - Overhead at Underground W Water Flow Test: A Date of Test T Time of Test E Static Press R Residual Press Flow S Elevation U 130 20 6709 P Location - P L Source of Information - Y Pump Data: Rated Cap.- @ Press - Elev. - Tank or Reservoir: Cap. - Elev.- Well Proof Flow C 0 M M S R T A O C R K A G E Commodity Storage Ht. Storage Method: Solid Piled Class Area ( ) Single Row ( ) Conven. Pallet ( ) Double Row ( ) Slave Pallet ( ) Mult. Row Flue Spacing Longitudinal Location Aisle W. Palletized o Rack ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Horizontal Barriers Provided: Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) City Water Supply: C1 - Static Pressure : 130 C2 - Residual Pressure: 20 C2 - Residual Flow : 6709 75(911500 2250 3000 3750 4500 5250 6000 6750 FLOW NA1.85) D1 - Elevation• D2 - System Flow : 359.267 D2 - System Pressure : 57.686 Hose (Adj City) Hose ( Demand) : 350 D3 - System Demand : 709.267 Safety Margin : 70.,592 N 0 M U CV o ti • 0 o o o o o U) CO N 0 0 0 0 0 0 0 0 0 0 N- 0) CO N- 0 u) M N a. I= W (/) (1) D f W Fittings Used Summary O CO CO N 0 co O LO CO N N 0) E N m OZ J O NI Ly: :21 QmwOI-N r CO N OO(Orr to 0 r 00TrrCS) 0 OO'V'OO to <- 0 0 OM l - h r I,- 0 0NN(O(O O) N 0 0rN(oto O) N CO 1.0 (NJ rrt1M I, -O �f 0 Nrr(+)C) h N 10 ✓ O) r N N I -N0 0 A- r r N N N. O O O r A- 1.0 t() ✓ 0 to N r N I- I,- CO r r 0 O O u_ 0 O O r r C 0 a) a) O 0 O CO m N N O 00 CO0(O IDX lL CO O 0 N 0 1.0 co U) f6 N C O O C1 O V 0) O 0 N 0 CO LL Pressure / Flow Summary - STANDARD Western States Fire Protection SIMPLY THAI Page 4 Date 7-15-05 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 100 14.0 5.6 15.28 na 21.89 .2 100 .0 101 14.0 5.6 17.08 na 23.14 .2 100 .0 102 14.0 5.6 19.38 na 24.65 .2 100 .0 103 14.0 5.6 24.9 na 27.94 .2 120 .0 104 14.0 5.6 29.26 na 30.29 .2 120 .0 105 14.0 5.6 18.37 na 24.0 .2 120 .0 106 14.0 5.6 20.33 na 25.25 .2 120 .0 107 14.0 5.6 21.81 na 26.15 .2 120 .0 108 14.0 5.6 25.66 na 28.37 .2 120 .0 109 14.0 5.6 29.17 na 30.25 .2 120 .0 110 14.0 5.6 32.42 na 31.88 .2 120 .0 111 14.0 5.6 33.35 na 32.34 .2 120 .0 112 14.0 5.6 34.96 na 33.11 .2 120 .0 1 14.0 38.26 na 2 14.0 38.44 na 3 14.0 39.11 na 4 1.0 50.77 na 100.0 5 0.0 59.52 na 002 14.0 57.55 na 001 14.0 57.69 na 250.0 The maximum velocity is 21.12 and it occurs in the pipe between nodes 109 and 2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final.Calculations - Standard Western States Fire Protection Page 5 SIMPLY THAI Date 7-15-05 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn ******* Notes **"*** 100 21.89 1.049 1E 2.0 9.660 15.284 to 120 0.0 2.000 0.0 101 21.89 0.1538 0.0 11.660 1.793 K Factor = 5.60 Vel = 8.13 101 23.14 1.38 1T 6.0 9.000 17.077 to 120 0.0 6.000 0.0 102 45.03 0.1537 0.0 15.000 2.305 K Factor = 5.60 Vei = 9.66 102 24.66 1.38 2E 5.0 10.000 19.382 to 120 0.0 6.000 0.0 103 69.69 0.3446 0.0 16.000 5.513 K Factor = 5.60 Vel = 14.95 103 27.94 1.61 0.0 14.375 24.895 to 120 0.0 0.0 0.0 104 97.63 0.3035 0.0 14.375 4.363 K Factor = 5.60 Vel = 15.39 104 30.29 1.61 1T 8.0 10.000 29.258 to 120 0.0 8.000 0.0 1 127.92 0.5003 0.0 18.000 9.006 K Factor = 5.60 Vel = 20.16 0.0 127.92 38.264 105 24.00 1.049 1E 2.0 8.750 18.367 to 120 0.0 2.000 0.0 106 24.0 0.1823 0.0 10.750 1.960 K Factor = 20.68 K Factor = 5.60 Vel = 8.91 106 25.25 1.38 0.0 8.160 20.327 K Factor = 5.60 to 120 0.0 0.0 0.0 107 49.25 0.1814 0.0 8.160 1.480 Vel = 10.56 107 26.15 1.38 0.0 9.670 21.807 to 120 0.0 0.0 0.0 108 75.4 0.3986 0.0 9.670 3.854 K Factor = 5.60 Vel = 16.17 108 to 109 28.37 103.77 1.61 120 0.3398 0.0 0.0 0.0 10.330 0.0 10.330 25.661 0.0 3.510 K Factor = 5.60 Vel = 16.35 109 30.24 1.61 1T 8.0 9.000 29.171 to 120 0.0 8.000 0.0 2 134.01 0.5453 0.0 17.000 9.270 K Factor = 5.60 Vel = 21.12 110 to 111 0.0 134.01 31.88 31.88 1.38 120 0.0811 0.0 0.0 0.0 11.500 0.0 11.500 38.441 32.417 0.0 0.933 K Factor = 21.61 K Factor = 5.60 Vel = 6.84 111 32.34 1.61 0.0 11.500 33.350 K Factor = 5.60 to 120 0.0 0.0 0.0 112 64.22 0.1398 0.0 11.500 1.608 Vel = 10.12 112 33.11 1.61 1T 8.0 5.750 34.958 to 120 0.0 8.000 0.0 3 97.33 0.3018 0.0 13.750 4.150 K Factor = 5.60 Vel = 15.34 0.0 97.33 39.108 K Factor = 15.56 1 127.92 3.26 0.0 11.000 38.264 to 120 0.0 0.0 0.0 2 127.92 0.0161 0.0 11.000 0.177 Vel = 4.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final.Calculations - Standard Western States Fire Protection Page 6 SIMPLY THAI Date 7-15-05 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn Notes ****** 2 134.01 3.26 0.0 11.000 38.441 to 120 0.0 0.0 0.0 3 261.93 0.0606 0.0 11.000 0.667 Vel = 10.07 3 97.34 3.26 1E 9.408 46.000 39.108 to 120 0.0 9.408 5.630 4 359.27 0.1088 0.0 55.408 6.031 Vel = 13.81 4 100.00 4.26 1A 22.384 14.000 50.769 to 120 1B 15.8 38.185 6.324 5 459.27 0.0466 1 Zff 0.0 52.185 2.432 Qa = 100 * Fixed Toss = 5.891 Vel = 10.34 5 0.0 4.1 1G 2.907 65.000 59.525 to 140 1T 29.067 31.974 -6.063 002 459.27 0.0422 0.0 96.974 4.092 Vel = 11.16 002 0.0 8.27 1T 55.354 40.000 57.554 to 140 0.0 55.354 0.0 001 459.27 0.0014 0.0 95.354 0.132 Vel = 2.74 250.00 Qa = 250.00 709.27 57.686 K Factor = 93.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 of 2 ToI-Brace Seismic Calculations Project 235 STRANDER Job# 253045 Western States Fire Protection Address: , 7102 180th Ave. Ste.A105 Calculated with.. =: 235 STRANDER Redmond, Wa. 98042 2%"(63mm) Schedule 10 Pipe Ph:425.881.0100 Tol-Brace, Fax 425.881.3030 Seismic Calculation Software for the TUKWILA, WA. Fire Protection Industry Calculations based on 1999 NFPA Pamphlet #13 WWW.TOLCO.COM Brace Information Tolco Brace Components Maximum Spacing 80'-0" (24.64m) Tolco Component Fig. Number Adjusted Load Fiq.4A Sway Brace Clamp 1745 lbs. (792 Kg.) Length of Brace 7 '- 0 " (2.156m) Fig.909 No -Thread Swivel* 1745 lbs. (792 Kg.) Bracing Material lin. (25mm) Sch.40 `Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TP L/R Value 200 Maximum Horizontal Load 3061 lbs. (1388Kg.) 305-01-75� STEEL PIPE LATERAL BRACE TOLCOFIG.4A PIPE CLAMP FOR SWAY BRACING: -�� ' / _•/7'' '�� Fastener Information Fastener Orientation NFPA Type C .� IIB Type Through -Bolt Diameter 5/8in. (15.9mm) 60° Min. From CI Vertical Detail #1211 Length 3 5/8in. (92mm) Brace Identification on Plans B Maximum Load 850 Ibs. (386Kq.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Assigned Load 1%"(30mm) Schedule 40 Pipe 240 ft. (73.2m) 88 ft. (26.8m) 80 ft. (24.4m) 15 % 351.6 lbs. (159Kq.) 90.2 lbs. (41 Kg.) 235.6 lbs. (107Kg.) 101.625 lbs. (307Kq.) 1"(25mm) Schedule 40 Pipe 2%"(63mm) Schedule 10 Pipe Percentage added for Fittings and Sprinklers il 305-01-75� - a Total Assigned Load of all pipe within Zone of Influence i :W-*"...,.- '" .s . , .779 lbs. (353Kg.) (Tol-Brace version 4.0.23) • ToI-Brace Seismic Calculations For 235 STRANDER 235 STRANDER Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener 2% inch Sch. 10 11/4 inch Sch. 40 1 inch Sch. 40 Job #253045 Calculated with Tol-Brace, Seismic Calculation Software for the B Fire Protection Industry NFPA Type C WWW.TOLCO.COM 80 Ft.(24m) Longitudinal 1 in. (25mm) Sch.40 7Ft. (2m) 200 60° 5/8in. (15.9mm) In. Through -Bolt 3 5/8in. (92mm) In. Page 2 of 2 Summary of Pipe within Zone of Influence Allowance for Heads and Fittings Conclusions Total Assigned Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4A Sway Brace Clamp Fig.909 No -Thread Swivel Structural Member: Calculations prepared by PATRICK MOORE 80 Feet (24m) 240 Feet (73m) 88 Feet (27m) 15% 779 lbs.(353Kg.) 3061 Ibs.(1388Kg.) 850 Ibs.(386Kg.) 1745 Ibs.(792Kg.) 1745 Ibs.(792Kg.)" 6X18 GLU-LAM" *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 4.0.23 visit us at www.tolco corn ToI-Brace Seismic Calculations Project 235 STRANDER Job# 253045 Western Address: States Fire Protection 180th Ave. Ste.A105 Calculated Wa. 98042,' Tol-Brace, 425.881.3030 Seismic Calculation Fire Protection NFPA Pamphlet #13 VVVVW.TOLCO. with I• 7102 235 STRANDER .Redmond, �.,�E Software for the Industry COM Ph:425.881.0100 TUKWILA, WA. Fax Calculations based on 1999 Brace Information Tolco Brace Components Maximum• Spacing 40'-0" (12.32m) Tolco Component Fig. Number Adjusted Load Fiq.1000 Sway Brace Clamp 1745 lbs. (792 Kg.) Length of Brace 7 '- 0 " (2.156m) Fiq.909 No -Thread Swivel* 1745 lbs. (792 Kg.) Bracing Material lin. (25mm) Sch.40 'Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 FAST CLAMP • UR Value 200 Maximum Horizontal Load 3061 lbs. (1388Kg.) ���� -,0>N Fastener Information Fastener Orientation NFPA Type C STEEL PIPE LATERAL BRACE � ate. so° Min. From z - z/ / Vertical Detail #3211 Type Through -Bolt Diameter 5/8in. (15.9mm) Length 3 5/8in. (92mm) Maximum Load 850 lbs. (386Kq.) Brace Identification on Plans A Orientation of Brace Lateral Load Information and Type of Pipe Total Length Total Assi 1 V "(30rnm) Schedule 40 Pipe 240 ft. 88 ft. (26.8m) 40 ft. (12.2m) 15 % (73.2m) myon 1. 351.6 lbs. (159Kq.) 90.2 lbs. (41Kgj 117.8 lbs. (53Kq.) 84 lbs. (254Kqj Ni 1"(25mm) Schedule 40 Pipe 2%"(63mm) Schedule 10 Pipe Percentage added for Fittings and Sprinklers u 4 S �,pA 1 •'1. �s1 ' ,.`loo f{27 e a w Total Assigned Load of all pipe within Zone of influence €r . _ - g_ :.�� w 644 lbs.(292Kq.) 2 Tol-Brace Seismic Calculations For 235 STRANDER 235 STRANDER Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of,Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Summary of Pipe within 21/2 inch Sch. 10 1% inch Sch. 40 1 inch Sch. 40 Job #253045 Calculated with.. Tol-Brace, A Seismic Calculation Software for the Fire Protection Industry NFPA Type C WWW.TOLCO.COM 40 Ft.(12m) Lateral 1in. (25mm) Sch.40 7Ft. (2m) 200 60° 5/8in. (15.9mm) In. Through -Bolt 3 5/8in. (92mm) In. Page 2 of 2 Zone of Influence 40 Feet (12m) 240 Feet (73m) 88 Feet (27m) Allowance for Heads and Fittings 15 % Conclusions Total Assigned Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Sway Brace Clamp • Fig.909 No -Thread Swivel Structural Member: Calculations prepared by PATRICK MOORE 644 lbs.(292Kg.) 3061 Ibs.(1388Kg.) 850 Ibs.(386Kg.) 1745 Ibs.(792Kg.) 1745 Ibs.(792Kg.)" 6X18 GLU-LAM* *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 4.0.23 visit us at www.tolco.com 1 0 T : OltiHS SYO • w — ©•+ m0- LA 2 0 m 0 o 0 '1 onrn rrr r Z X M 0i m ICO K 1-0 r ■ 1 ■ ■ ca ro * -La * o so n- a ( > 5 U.5c m(DDLQ C(D 13. L3 =K• in = L7 LD 41• r'� 5 o ilJ N L� Leo Ls 2 13 c LL3 LD N LD to mi 0 t m 0 m 5 LII tD Ta CA 0 9• aar r • n . =mro nLamp4.a3c ommm Lm R. 0 so m 0 im �.1 Lo =,,, =; �/�, Lz o 'm 2_ m N m E * : tj .-.. ro L 4v 0 ,. n -u x 0 - Cl2:1 rn y rscnx" Lr• 0`1 Ln 37* n-1 F.: -i - raw semi n o-nd CD o, L3 Cr. 0 • • ,4" X 24 MS tANGE * • • • 0 T : OltiHS SYO • w — ©•+ m0- LA 2 0 m 0 o 0 '1 onrn rrr r Z X M 0i m ICO K 1-0 r ■ 1 ■ ■ ca ro * -La * o so n- a ( > 5 U.5c m(DDLQ C(D 13. L3 =K• in = L7 LD 41• r'� 5 o ilJ N L� Leo Ls 2 13 c LL3 LD N LD to mi 0 t m 0 m 5 LII tD Ta CA 0 9• aar r • n . =mro nLamp4.a3c ommm Lm R. 0 so m 0 im �.1 Lo =,,, =; �/�, Lz o 'm 2_ m N m E * : tj .-.. ro L 4v 0 ,. n -u x 0 - Cl2:1 rn y rscnx" Lr• 0`1 Ln 37* n-1 F.: -i - raw semi n o-nd CD o, L3 Cr. 0 O • a) 00) 0 CD ▪ • CO 0. O ▪ I) O CA cn O c c) -.1 -n a) , .r: •:,,.., ..,), r.) ,f,, -u -i 5. w z-„-. a -- `6 1 CD co c QC- • :3 (.. CD P --I — co - • „., . a D a , ,..,-• — EiNa 0 • 3 • a) — t - .7•J --- fli a % CD a c c ..... 0 .. . ••-• !.4 r: ?fi ;. ..7 0 (l n 43 cn < c (J C.. 6 : c- . , . '7, cl 5 o g 0 cr a 0•3 - .•-•.-. (b i:13 0 rr7 :;•:,7,; -,. , • (.,r t . .•-3 —. o -6- z- -. <33 a_ 0 co a 0 ca < - ' ' n --z- T3 th -5 - 0 3 co ° i g g 6 7, ',--. .:,..e. t/ (--.0 a w = ki c -.=.1 r.r\ ca a 2 Cr a ,.. F Fe- (/) = •-•:.1- ;.-1.-. -cs 5. L, ,-< (r) si) (i) n., cp cr. .....1 = ji CD :.7.... ''' Cf) 0 0 0 \-') = 4) ,... -0__5• Ti a, , to (2. -, a. ,.,_"' ra) oC.1 . • ..... - 0 " . -.., c.... -0 C4 C1.1 = e -r . i O 3 co — iii sa m = < a) cr rt) -. ....< �a��a r.^,11M,lrriilvaulTZSYMININIMIISINGR. WM, Ti 7i' Ti lkikEk AAA FIRE & SAFETY INC.° FLEE 0 3013 3rd AVENUE NORTH SEATTLE, WASHINGTON 98109 206-284-1721 FAX 206-284-1769 i UKWILA FIRE DEPARTMENT Please call: 575.440 and give this job No. 0-7- F-oal and exact address for shut. town or re„toration approval: Subject: Pacific Guarantee Mortgage 235 Strander Blvd. Suite: 200 Tukwila, WA 98188 206-859-5050 Re: Scope of Work 1. Reinstall existing strobe into new bathroom. 2. Install new ceiling mount 'strobe in new office area. EPTED 0 Without Comments As Noted In Red 0 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 responsioia; for the adequacy of design rests totally with the de -,ser. Additions, deletions or revisions to these d,ay. ings atter this date will void this acceptance and wili reqs.fe a 1 resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test .tnd inspection by The Tukwila Fire Prevention Bureau. Date: 2 ,-1 o ) By: ,0I NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. Pi 5'_8" 5» 3'_3„ „ REMOV AND R J J 1- X W ST. WALL rc 3 a cd .£.i, k. (2 A4 ADD 4-30"x30" WINDOWS 42" A.F.F. IN EXIST. WALL DN NEW COUNTER 9' NEW — DBL. 2'--6"x6'-8" JAN 2 r 2007 ;:,,ai=ife 4 • 04.4. • • • .w. . ... 44•• •- 44 444.44 ..4,44 •-rrswt.. —. 828 Poplar Place South • Seattle, WA 98144 • (206) 957-0907 • (206) 726-8160 (fax) r 4. Life Safety Division • Fire Alarm Data Submittal For 235 Strander Blvd. Building Marysville, Washington Note: This building has a conventional system already in the building. Upon the addition of 2 more duct detectors the panel could no longer provide enough individual zones for meeting city code. I am replacing the panel with a Silent Knight addressable panel and making all the currently installed manual pulls addressable by adding mini -modules. I am also making the hood point, heat tape point and all the duct detector points addressable with the same mini -modules. The sprinkler system will also be made addressable by the adding of addressable modules. The duct detectors will be monitored on a supervisorymode only. No plans are available thus a field test is required with a 24 hour shut down on the main power so that the batteries can provide alarm for 5 minutes after backing up system for 24 hours. Project Number: 06-F115 Installing Contractor: Pacific Fire & Security, Inc. Site Address: 235 Strander Blvd. Tukwila, WA. 0 ✓ COMMERCIAL ✓ INDUSTRIAL 1 LIFE SAFETY ✓ COMPUTERS ✓ TELECOMMUNICATIONS ✓ ALARMS PPM. D JUN - 5 2006 Tv!v. i!a Fire ABCk0.125 MEM 241.11 fir, AA Independent Distributor of EST ACCEPTED Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conform/rice with current city standards. Acceptance is cwbject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design 1 Es,s totally with the designer. Additions, deletions or .-visions to these drawings after this date will void thic.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 By: 1 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. fUp WILA FIRE DEPARTIiiika Please call: 575.44QZ and give this job �.xact address for shut', yi.iwn or restoration aporovaj DATE: 12/2/2009 5:16:08 PM DWG: S:\090527-RLD Drive\Sorrier\Stronder Bldg\Codd\FA-1-Stronder,dwg 'M' OCCUPANCY SUITE. _. #1100 Fr" . f ri rn•ttA PA E►m • 1001.--m • ✓I 4i 'AMERICAN MATTRESS' SUITE 111120 r �-m ND %,/OR TF -IIS S J -TE SUITE #140 WIT [s] SERVE t --y-• -'III „- ORDER COOK ?REP/RE'/AH 0' OFF -ME MEN 1 f."-‘ 1. 15 iE N LUNCH RCf-1Pi MAR.OL. U'•i CiilgTRE;E. ARE a FIRE ALARM PLAN SCALE: 1 /8"=1'-0" ry, t 1 t I UKWILA FIRE DEPARTMEN! Please call: 575.4407 and give this job No. 09- r- 1 and exact address for shut. •'1(1w r, or restoratitm aporourlt k. Q Without Comments int' As Noted in Red o Per The Attached Letter hese planshave been reviewed by The Tukwila Fire ., vention Bureau for conformance with current City -ndards. Acceptance is subject to errors and :.oissians which do not authorize violations of adopted • :_ndards and ordinances. The responsibility for the ;:tequaCy of design rests totally with the designer. < ditions, deletions or revisions to these drawings after trEis date will void this acceptance and will require;a resubmittal of revised drawings for subsequent approval. Finci acceptance is subject to field test and inspection by The Tukwila Fire Prevention • Bureau. Date: - "`I -O 9 By: EQUIPMENT LEGEND DEVICE SYMBOL OUANTITY PART NUMBER DESCRIPTION BACKBOX 14 AWG, 2 CONDUCTOR 'FPL' JACKETED CABLE 1 SK -5808 FIRE ALARM CONTROL PANEL 14 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE FACP Q — > 1— J0 0 1 SK -5860 ANNUNCIATOR ANN 01 3 GENTEX GCC24CR HORN STROBE — CEILING MOUNT ®c 1 GENTEX GCS24CR STROBE — CEILING MOUNT ISSUES 04 3 GENTEX GEC24-75WR HORN STROBE — WALL MOUNT ® 3 GENTEX GES24-15WR STROBE — WALL MOUNT (#) — DENOTES CANDELA RATING C — DENOTES CEILING MOUNT EXISTING DEVICE TO REMAIN WIRE LEGEND TYPE DESCRIPTION A 18 AWG, 2 CONDUCTOR 'FPLR' JACKETED CABLE B 14 AWG, 2 CONDUCTOR 'FPL' JACKETED CABLE C 18 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE D 14 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. ALL WALL MOUNT INDOOR HORNS, STROBES, HORN STROBES, AND SPEAKER STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 5. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" INCHES AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER 8) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 6. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. 7. NO CANDELA SETTINGS WILL BE CHANGED. FLAG NOTES: EXISTING DEVICE RELOCATED TO THIS LOCATION. IC�u74 1:e 2( 1,,tt s4�t+��5 rkiLeJ. A* 4 t()iteri'or e,c.4$. E h.N1r4 IAec,1Cw64 t 4 CIrL4 r bYCcJ & ;5 etJ +r l> lavekke✓. 11,4%olite ctm1, - NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing,. PAID DEC — 3 2009 Tukwila Fire qo 0 4' 8' 16' SCALE: 1/8"=1'-0" BE.� , , .:, 17607 84TH ARLINGTON, WA PHONE 425 .244.1445 FAX 360.403.9095 EMAIL BARRIERFIRE@VERIZON.NET AVE. NE 98223 LIC. BARRIFS93 1 MC 0 z .z Q — > 1— J0 0 .J CCI z CCI ---- w < Cr W 70 Z < _ STI 4 TI ISSUES Q1 TITLE: FIRE ALARM PLAN DATE: DECEMBER 02, 2009 PROJECT NO.: 09-159 SHEET: FA 1 _7*" KJ.5 ;WS . - ':-• . • A • . _ HALk \ • i `N` K*I'c*--*- *`ShISV-i;,...Nv mx Nk-wvIrirl 1111111, a .... remit itti.1111111FIRIMMIA 1/14-1•,s. :1'111.11 • •11611%1;t. rai . .. • - . .• • r..Norl.: '414M„:11%.14%1% MiMiltakiliMX111111M06..41 \\\\:IINWIIIVAX 4t,\NMSNNX\VbiXN:\SWXWA_VAIV*2 '.%;1 rAVarea.V.A.V2 &\.\\V .1'4; ,\‘‘.% Ayt4 Nsk \v, _ xx• k..\\\NN xsx,N Nx\x\\x\\xv okNi IhN,xxkxxx • • : • "\'' • • • ..Ex. s .1.1 R5 URTIS McGUIRE arch itdct 3950 Eth Avenue Seaule,WA98107 206.604;6451 ACCEPT'E Wthout Comments. As Noted In Red Per The Attached Letter The se plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city sta idard§. Acceptance is subject to errors and om ssions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after thi$ date will void thisacceptance and wifl require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection b The Tukwila Fire Prevention Bureau. Da:e: By• /11- REVIEWED FOR CODE COMPLIANCE immovm MAY 1 9 2005 City Of Tukwila BUILDING DIVISIONrP 10111110 • C__:?Lii.CAL:r.R._-_-.1,\IALL • - • --P.ZfrXTVO.A% TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut* down orrestoration approval. Enwe // A/0/1(-6-s.cwriff I i cnyRKE-Acw' ILA .MAY —92005 • -- • ••-••,.....A • • , PERMIT CENTER 9 203 0.2() I/ 7(7 FILE •1 Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with currant 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://t.;y b . By: 10011 North Fleetwood Street Spokane., WA 99208 Phone: (509) 466-2936 Fax: (509) 466-2937 email: spokaneoffice@safeconsulting.biz INSTALLING CONTRACTOR: 4C=0 Bcs1 B 6► Mountlake Terrace, WA 98043 Phone: (425) 775-4208 Fax: (425) 775-5410 Cell: (425) 931-7066 FIRE ALARM SYMBOLS LEGEND SYMBOL DEVICE DESCRIPTION MANUFACTURER PART NO. MNTG. BOX MNTG. HEIGHT QTY. FIRE ALARM CONTROL PANEL SILENT KNIGHT 5207 SUPPLIED 72" TO TOP 1 FACP Panel ID: SK -5207 FIRE ALARM REMOTE ANNUNCIATOR SILENT KNIGHT 5230 SUPPLIED AS REQUIRED 2 FARA ® PHOTOELECTRIC SMOKE DETECTOR SYSTEM SENSOR BK-2WB 4/0 BOX CEILING 4 ® 135° R.O.R. HEAT DETECTOR EDWARDS ED-A1281B 4/0 BOX CEILING 1 © MANUAL PULL STATION EDWARDS ED-270ASPO 1 -GANG BOX 48" TO TOP 2 SK -5235 HORN & STROBE SYSTEM SENSOR BK-P1224MCW 1 -GANG BOX 80" TO BOTTOM 3 0 STROBE SYSTEM SENSOR BK-S1224MCW 1 -GANG BOX 80" TO BOTTOM 1 1 END OF LINE RESISTOR AS REQUIRED AS REQUIRED N/A AT DEVICE N/A #cd STROBE CANDELA RATING N/A N/A N/A N/A N/A 0.000 0.000 IDC -4 Initiating Device Ckt 4 0.000 0.000 IDC -5 Initiating Device Ckt 5 a 0.000 0.000 IDC -6 Initiating Device Ckt 6 0.000 J FIRE ALARM CABLING LEGEND CODE CABLE LINE TYPE CIRCUIT TYPE MANUFACTURER PART NO. CABLE TYPE A SIGNALLING LINE CIRCUIT BELDEN 5320UL 18/2 FPLR Threshold % 10 B Panel ID: SK -5207 NOTIFICATION APPLIANCE CIRCUIT BELDEN 5120UL 14/2 FPLR C Ckt.# Circuit Name Qty AUXILIARY DEVICE CIRCUIT BELDEN 5120UL 14/2 FPLR U --------- REMOTE ANNUNCIATOR CIRCUIT BELDEN 5320UL, 5120UL 18/2 FPLR, 14/2 FPLR } fUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut- down hutdown or restoration approve, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and /termination of the testing. -71/1 sip Glc >i oPcie --ems*ors 5 6►Gt / / be. Ii r-log•72 1.002 k- c /4/1 az,� //�i s� .e rioted Ger /r`,.1 S Gt�-e / 1/ 0�'-e, cc -e �eUT��;d� w, 4-4 /e�'i S hcc fIn ti o �5 C�i real / [7 l v(fLJ o�(' E9��7e/r ✓Y1ec 15 of c c 4-1-60 Cry aprove fo y ri=(,l ADRIAN M. STEIK Senior Engineering Technician, Level 4 NICET Certifcation Number. 093706 Authorizing Signature: DRAWN BY: CHECKED BY: PLOT DATE: PROJECT NUMBER: 05-001 SHEET NUMBER: -GbbalProjectValues. �rz ` :SILENT!. Project Name: Strander Bluff Building Standby Hours: 24 ,45 ILNICi-1'l Project ID: 05-001 Alarm Mins: 5 Prepared By: Safe Consulting Derating Factor: 1.2 SK 5208 Calculations ' Date: 1/5/2005 Voltage Drop Warning Threshold % 10 Panel ID: SK -5207 Model: SK -5208 Fire Alarm Control Panel Max NAC Current: 3.0 Amps Location: Volts: 24 VDC Max Panel Current: 6.0 Amps Ckt.# Circuit Name Qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Alarm & Type 1000 Ft. One -Way Ohms EOL p SK -5208 ASK -5208 Main Control 1 0.140 0.160 , NAC-CKT SK -5208 Prgm'd NAC's 2 0.000 0.080 ALM-RLY SK -5208 Pgm Alm Rly 0.000 0.000 SK -5217 SK -5217 Zone Expdr 0.000 0.000 SK -5235 SK -5230 LCD Remote 2 0.070 0.100 SK -5280 SK -5280 Display Mod 0.000 0.000 SK -5220 SK -5220 Dir Con Mod 0.000 0.000 SK -7181 SK -7181 Zn Cnvtr 0.000 0.000 IDC -1 Initiating Device Ckt 1 • 0.000 0.000 0.095 0.000 IDC -2 Initiating Device Ckt 2 IDC -3 Initiating Device Ckt 3 • 0.000 0.000 IDC -4 Initiating Device Ckt 4 0.000 0.000 IDC -5 Initiating Device Ckt 5 a 0.000 0.000 IDC -6 Initiating Device Ckt 6 0.000 0.000 IDC -7 Initiating Device Ckt 7 a 0.000 0.000 IDC -8 Initiating Device Ckt 8 a 0.000 0.000 IDC -9 Initiating Device Ckt 9 • 0.000 0.000 IDC -10 Initiating Device Ckt 10 0.000 0.000 IDC -11 iriactiye Add:SK-55217.': 0.000 0.000 IDC -12 Inactive; Add: :SK -5217= 0.000 0.000 IDC -13 triaotive,::Add SK -5217=_' 0.000 0.000 IDC -14 inactive;:? Add SK -5217::: 0.000 0.000 IDC -15 Inactii A:dd SK -5217:;; 0.000 0.000 IDC -16 Inactive. Add::SK'-'521:r 0.000 0.000 IDC -17 Iriati. ;:;: A`dd:S:K-521.7:_: 0.000 0.000 IDC -18 iriactiYe:Add: SK -5217' 0.000 0.000 IDC -19 Inactive;;: Add'SK-521:T;; 0.000 0.000 IDC -20 inactive : Add:S1K 521.7 iM 0.000 0.000 IDC -21 Iriactii ::Add SK=5217: swim 0.000 0.000 IDC -22 . In,aotiVe 'Add iSk-i6211::M 0.000 0.000 IDC -23 Inacti'e _;Add.S.K:5217: 0.000 0.000 IDC -24 Inactive, Add SK-Itla 0.000 0.000 IDC -25 Iriaotii:0;i , Add:SK-5217:-'a 0.000 0.000 IDC -26 inactii ::Add.SK-521°7::. 0.000 0.000 IDC -27 4ia01+,e;Add,:SK-5217 ; MI 0.000 0.000 IDC -28 Iriactitie : Add:SK-5217;? 0.000 0.000 IDC -29 Inactive; `"Add S K -5217;`:a 0.000 0.000 IDC -30 iria0.*:: dd SK -5217,;.: 0.000 0.000 NAC -1 Notification Appl Ckt 1 a 0.000 0.402 #12 solid Id 1.59 0.00 24.00 0.00% NAC -2 Notification Appl Ckt 2 a 0.000 0.041 #12 solid I 1.59 0.00 24.00 0.00% NAC -3 InactiveAdd'NA�KT- 0.000 0.000 #12solid 1.59 0.00 24.00 0.00% NAC -4 Inacti dd-NAO,'. a 0.000 0.000 #12 solid 17. 1.59 0.00 24.00 0.00% Aux Aux Power Out a 0.000 0.000 #12 Solki 17 1.59 0.00 24.00 0.00% Total Standby Current (Amps) 0.210 0.878 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 5.043 0.073 Total Alarm AH Required Total Combined AH Required 5.12 Command Shortcuts Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 6.14 fUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut- down hutdown or restoration approve, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and /termination of the testing. -71/1 sip Glc >i oPcie --ems*ors 5 6►Gt / / be. Ii r-log•72 1.002 k- c /4/1 az,� //�i s� .e rioted Ger /r`,.1 S Gt�-e / 1/ 0�'-e, cc -e �eUT��;d� w, 4-4 /e�'i S hcc fIn ti o �5 C�i real / [7 l v(fLJ o�(' E9��7e/r ✓Y1ec 15 of c c 4-1-60 Cry aprove fo y ri=(,l ADRIAN M. STEIK Senior Engineering Technician, Level 4 NICET Certifcation Number. 093706 Authorizing Signature: DRAWN BY: CHECKED BY: PLOT DATE: PROJECT NUMBER: 05-001 SHEET NUMBER: E n TO FACP P EXISTING BLDG J FARA TO FACP ZONE #I 'LH ZONE#2 CKT #2 75cD 75cD NEW AD JIT ON TO FACP 4- O TO FACP-----[>t 75co TO FACP 1 -' CKT #I FIRST FLOOR PLAN - FIRE ALARM SYSTEM SCALE: 1/8" = 1'-0" 10011 North Fleetwood Street Spokane, WA 99208 Phone: (509) 466-2936 Fax: (509) 466-2937 email: spokaneoffice@safeconsulting.biz INSTALLING CONTRACTOR: ALARMTECH, INC. P© Bax 2gES,Ea► Mountlake Terrace, WA 98043 Phone: (425) 775-4208 Fax: (425) 775-5410 Celt: (425) 931-7066 0 OO tn ADRIAN M. STEIK Senior Engineering Technician, Level 4 NICET Certifcation Number: 093706 Authorizing Signature: ON• DRAWN BY: CHECKED BY: PLOT DATE: SHEET TITLE: AARON J. JOHNSON ADRIAN M. STEIK 01/06/04 PROJECT NUMBER: 05-001 SHEET NUMBER: • w +�- - - �- r -t-. ,f • rSP • -4 r'i ►c. v it' roe— .+} ra Jam. — aM.1a ...- — erre — -.•MM_ ••.. m=5.2 2.•1 ••• i..s.. v ..r — w- ,.. _ .,.._ ..._ ___ -- — F ` (t 1 11 j{t k t - t t 11 t 11 11 i - 11 11 1 1 _ -4 t� t... — — L ft�lff 1, ftp VAC, t -- ••ftie -y- -- _ — —111 1 — 3.._. _._. — _ z {` - 'Tt i-c.o 1 rELcc 2~ 4J ( e/f/ 'y z Z9 &l 1 i 1- Z 2crn L� 6-.FLOL4) C c(/ " I C /tie—PO/WV 7 1 c C ;t(S7 A-cc&t-titel) s/ l 2t ; Li r - '7"."":1:''''.: -0 I' A'JUAL PuLt. SrA-riiN- 7- '''% MbisE DETE C.Tbr'. - 1 f f 1_ ' '-w- • s -1EAT- Dido_ g_ 1► 3 soya O, t:AT 2 - vE5fl U T iwn.. - ✓• fieri SroRAGF S • • am - 1"s r`jEJL saa- A lva C.3EutiCv HEAT CtE..To� TUKWILA FIRE DEPARTMENT Please cal 575 4407 and , ve s job No 3 and e : ct address for shut down or restoration approval. r I It 01 r 7 .nr vol. `r" F • K d TRAIT` snict0 - • �_._.�...: - > t - k } ti ,1. 3 1'z."7 • • rK � re ter. 4 -. • ACCEPTED WITHOUT COMMENTS AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire De )t A i inions deletions or revisions to tn0,e r digs aft- r tits date will void ) z.1ti i stll require a resub s.)e.1 Jrl,vIngs. Final i, s i iln * b ,RPI i inspec i) i ay d re,.,rebeiitatiae of this dep:.rt ent Y\ CITY OF TUKWILA - 575 4407 - BILE tz.________..________.____.____t...._.t.. Li r - Fr RE ALARM CrwrRaL PtKLEL -0 I' A'JUAL PuLt. 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A PJ A imi.„3 DRAWIPtD NUMBER 3161; Ar _ 1 1 As. 4 4 4 1 !I. calusNO Cr&' 10C Ha i a. $',51•'FU -TO tUO WORK MIS SI,'utr t1E Si"'ttiKP WR tU Cs lOtV'..GO tiE V '''P WPI. , , ciTATC "1 -10 T.I. FIRE SPRINKLER PLAN SCALE: 1/8" =11-0" 0 10 20 40 SCALE: 1/8" = 1'-0" LISTER / FITTER NOTES: 1) NEW PIPE TO BE SCH. 40 AND JOINED WITH DUCTILE IRON FITTINGS AND COUPLINGS. 2) DROPS TO NEW HEADS IN CEILINGS TO BE PER DROP DETAILS ON THIS SHEET (U.N.O.) 3) EXISTING UPRIGHT SPRINKLERS ABOVE CEILING TO REMAIN. 'DATE REVISIONS DESCRIPTION HANGERS BY—A'-BEAM CLAMP WI RETAINING STRAP B—SIDE BEAM BRACKET -C—EYE SOCKET -D—NUT & PLATE WASHER HYDRAULIC DESIGN INFORMATION REMOVE (E) 1(0-6) AR MOVER ADD NEW 1" TEE Eli (0-2) (0-2) 1(0-10)AWAY @ 1" COUP. ,•_: \ FLEX TO NEW 1/2" SSP USING SPRINKFLEX -t' `- ) 1 x 1/2, 48", BRAIDED REUSE (E) HEAD ELBOW & SSU (E) FLEX TO E.C. SSP FLEX DROP TYPICAL ADDED HEAD SITE/KEY PLAN N/ / SCALE: NO SCALE SCOPEQFwQRK: ARCHER CONSTRUCTION WILL MODIFY THE EXISTING OVERHEAD SPRINKLER SYSTEM TO ACCOMODATE THE NEW TI WALLS AND CEILINGS. EXISTING UPRIGHT SPRINKLER PROTECTION ABOVE THE CEILINGS IS TO BE LEFTAS IS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BYA WET SYSTEM MUST BE MAINTAINED ATA MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. . 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5: LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. 7. NO MODIFICATIONS OR ALTERATION TO THE EXISTING FIRE SPRINKLER SYSTEM PIPING, HANGERS/SUPPORTS AND EARTH QUAKE BRACING (EXCEPTAS SHOWN). DESIGN CRITERIA: PER NFPA 13 (2010) & THE CITY OF TUKWILA EXISTING: RETAIL - ORDINARY HAZARD GROUP 2 NEW: RETAIL - ORDINARY HAZARD GROUP 2 THE DESIGN CRITERIA IS LESS THAN. OR EQUAL TO THE PREVIOUS OCCUPANT THUS NEW HYDRAULIC CALCULATIONS ARE NOT NECESSARY. 235 STRANDER BLVD. C sWithdut Comments As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City :andards. Acceptance Is subject to errors'and omissions whlch do not authorize violations of adopted ztandards and ordinances. The responsibility for the :adequacy of design rests totally with the designer. Additions, deletions or revis!ons.to these drawings'after this date will Vold this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to'geld test and Inspection by The TukWila Fire Prevention Bureau. y Date:. 9 -i D" I _.�___By:. Ji 1 J TUKWILA FERE DEPARTMENT Picas-; call 206-5754407 r07 and thi3 Fire Permit No. exact address for shut- down hutdown or res-toraZdbn approval. VICINITY MAP PIPING LEGEND: 8-6 1 S A R = NEW PIPING = EXISTING PIPING = RELOCATED PIPING = SNAP (U -BOLT) MECHANICAL TEE = ADDED HEAD = RELOCATED HEAD SCALE: NO SCALE •WEIfMu ...orNtram irCsrTEMI Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARC9DR ABBREVIATIONS WATERFLOW INFORMATION SPRINKLERSYMBOLS - E—KWIK-BOLT F HDI -P -C—SAMMY SIDEWINDER H—SAMMY SUPERSCREW -J—COACH SCREW ROD K—CEILING FLANGE AREA NumeER REMOTE e.Pe SQ. FT. TOTAL SYSTEM KEQUIKEMEN 1`37 CODE fl PNCITV GPM/SQ. FT. 1HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTIEM TYPE' (AREA PER SPRINKLER HYDRAULIC DESIGN INFORMATION L U -HOOK - M—SHORT STRAP N—WALL BRACKET -P—TRAPEZE Q AREA NVMbER REMOTE AREA SQ. Pi. (CODE DENSITY OPMISQ. FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE TYSTEM TYPE AREA PER SPRINKLER I TOTAL SYSTEM KEQUIKEMEN IS: * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL / BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC 150 PSI SYM RESIDUAL GPM FLOWING XX PSI XXX GPM MAKE RELIABLE MODEL F1 FR SIN# RA1414 TYPE QR RECESSED SSP FINISH CHROME K -FAC. 5.6 THREAD 1/2" ORIFICE TEMP CANOPY 1/2" 155° F1 CHR QTY 5 DATE & TIME PER: RISER GAUGE LOCATION: XXX NOTES: 0 EXISTING EXISTING EXISTING ECOH PEND. CHROME 14 QR RECESSED SSP CHROME 5.6 QR SSU BRASS 5.6 3/4" 1/2" 1/2" 3/4" 1/2" 1/2" 155° 155° REC. CHR REC. CHR CHER cr— x Expires PROJECT: CASTLE MEGASTORE T.I. 235 STRANDER BLVD. TUKWILA, WA @oa@Vada ?U.oao O 1@ CONTRACT W/: TOTAL PROJECT SPRINKLERS = 5 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 ( EMAIL: WSCL#: ARCHEI*219DR FIRE SPRINKLER PLAN PERMIT NO: - JOB NO: S14-121 AUTHORITY: CITY OF TUKWILA .. Mark Liburdi mark.Iiburdi@gmail.com DESIGNER: TED QUEEN SCALE: VARIES DATE: 9-9.14 REVISED / / PLOTTED // FP 'I OF1 J SEP OD 2014 TUKWILA FIRE STORAGE UTIUTY ENTRY 0 0 LUNCHROOM WOMEN HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: .20 GPM OVER 907.5 SQUARE FEET SYSTEM DEMAND AT BOR: 367.6 GPM AT 91.7 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) STORAGE OFFICE -- — —o N PIPE / FITTING LEGEND 0 MT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE NEW PLUG NEW MECHANICAL TEE 0 WALL LEGEND EXISTING WALL NEW WALL Weld stamps lust b inspected before Opal.? hung. Do not paint.Yir '.,, prior to hydrostatic test ap Iiris Vai. EXISTING COFFERED CEILING 0 - EXISTING ACT CEILING O 1 T NEW ACT CEILING J NEW WALL BUILDING SECTION NTS /\Z SPRINKLER PLAN D Without Comments O As Noted in Red D' Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptancce is subject to errors and ornlsslons which do not authorize violations of adopted standards and ordinances. The responsibility for the ;,dequacy 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:1 I -iv - 0 GI By: .; I UKWILA FIRE DEPART Please call: 575.4497. and give this job o.oa-5-i1 • Ld exact address for shut. .wn or restoration approval SPRINKLER LEGEND ® ®m MODEL O UNCHANGED ME e MEM --_—__ O UNCHANGED 11111111— ---_-111111-1111_ —--------- NCEDNIMEEMMMENIIMIENEEISIIECEMENIMINIEM VK572 EC SSP VK572 CHR CHR 14.0K 3/4' 155° 12 R3625 SSP FIFA BRZ — I---111--11111111---I— NEW REUABLE H DRY SSP VIKING IIITOTAL NEW 25 ABBREVIATIONS ABOVE RNISHED FLOOR BOTTOM OF BEAN BOTTOM OF CEILING BOTTOM OF DECK BOTTOM OF JO ST BOTTOM OF TORUN ROME.' OF MSS CUT TO SOB FIELD AMEN INSIDE: FACE OF WAIL OUTSIDE FACE OF WNL NO AUTO, &PRIMMERS UNLESS NOTED 011ERMSE NEW BRANCHUNE NEW 1" POL NEW 1(2-6) NEW ELBOW 48" AQUAFLEX U.N.O. DETAIL 'A' (5) EXISTING BRANCHUNE EXISTING DROP EXISTING ELBOW 48" AQUAFLEX U.N.O. DETAIL 'B' (7) EXISTING BRANCHUNE CUT BACK EXISTING DROP NEW ELBOW DETAIL 'C' (6) NEW ELBOW - NEW 2.5'x2'STRAP EXISTING MAIN ;\ NEW 1.5(2-0) GOE NEW 1.5(6-0) GOE NEW TEE NEW BRANCHUNE TIE-IN DETAIL 1 z 16" CITY MAIN FITTER/LISTER NOTES 1. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 2. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WDaR� WATER/PPE r"1P Pi GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 2 FLOW PIPE 0.095 2.185 ROLL GROOVED, POUSHED, PLAIN END (FOR BUR WELDING( 3.94 0.198 •• WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( 111) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALL AND CEIUNG. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABEUNG OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA MERCANTILE - ORDINARY HAZARD GROUP 2 NEW DESIGN CRITERIA: MERCANTILE - ORDINARY HAZARD GROUP 2 TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAUUC CALCULATIONS ARE NECESSARY. BC t WATER SUPPLY INFORMATION STATIC 150 PSI 0 RESIDUAL 20 PSI zl O FLOWING 7474 GPM Etc'Etc' LOCATION OF TEST 17200 SOUTHCENTER PARKWAY ELEV. OF FLOW TEST: SAME AS SITE E 0 iYL-\\\\\\\\\\\\\\\\\ SYMBOL LEGEND BOD_ CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEI ( tR INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LL 1139 INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES O HYDRAULIC CALCULATION NODE —ill— FLEXIBLE COUPLING --II-- RIGID COUPLING 7r %i QDN SITE PLAN NTS REVISIONS REASON FOR REVISION MEM- --- BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE: ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : HYDRAULIC CALCULATION DATA DENSITY: .20 GPM DEMAND AT BASE OF RISER 245.9 GPM AT 80.5 PSI DEMAND AT CITY CONNECTION 495.9 GPM AT 83.8 PSI 907.5 SQUARE FEET 0 GPM INSIDE HOSE ALLOWANCE) 250 GPM TOTAL HOSE ALLOWANCE) m 8152nd St 5 15b10., M / - ENe tiA SUL Anion. Berle • Tokolr 31793,51 D . S 8 1811181 S IGOth St ' 8 N i '',I 5 A LVdy 1 8104104 163,4 � III IQ • 4' OO.Mebee. Guest !,ISI.te SesIIM Il NTaL•SalBcwoo, 71811901 51668 LA 61383, Bt y CONTRACT WTTH DECKER DEVELOPMENT 117 E LOUISA ST STE 230 SEATTLE, WA 98102 PROJECT MANAGER : BRAD DECKER PHONE : 206.545.4964 FAX : 253.545.4952 SUPERINTENDENT : MIKE SHEPERD PHONE : 206.228.7316 FAX: 5 1708 5t dik Ir&v,APJ 53rd Ave 8 s Blvd V . 51 Ta 9, S 18811131 • can .. PAID AREA MAP NOV '2.4 Tukwila i-,(". 26gt-�/ SMITH FIRE SYSTEMS, INC. I%41> 1106 541h AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFS1360T Bus: (253) 926 -1880 FAX: ( 253) 926 -2350 NTS TUKWILA TI SPACE t a Au 49 235 STRANDER BLVD . ' 'i (."D TUKWILA, WA 98188 DryceloVct CERTIFICATE OF COMPETENCY STAMP DESIGNER PROJECT MGR DATE SHEET JOB NO. MATT G L LUVAAS 11.20.09 OF TI9188 GJ // r=_ -- __= coo 1-8 114„ 2 3232 4 Wa"x1"MT 13 CLG HT. 1 8-B B -Di/ r 1 0 -6 4 7' Lr) L 4-2)f! O I o I LJ L L, 4'6 B -B 6 1 1V 77- 6 '-6 / 7-Y NEW BUILING o -e I/ 9:2 U— t Mnin - W Ln o® �f 3' , 8=3 armimi SIMPLY THAI T.I. PIPING PLAN 1/4" = 1'-0" NEW BUILING 11-9 Cr 45'-62" SCOPE OF WORK FOR T.I. ADD AND RELOCATE SPRINKLER HEAD FOR ADDED CEILINGS. T.I. REVISIONS THAI RESTURANT 4 (R) RELOCATED SPRINKLER HEAD 7 (A) ADDED SPRINKLER HEAD NEW 4' DI CL 52 25-0 NEW THRUST BLOCK Ain NEV THRUST BLOCK D U north EXISTING SIDEV ALK NEW 8'x8'x4' TE E W/EXISTING PLUG W/2' TAP FOR DDMESTIC w 0 ARCHITECT: W 0 0 IJ w 0 0 U 4) GATE VALVE aD ENGINEER: SYMBOL LEGEND REVISIONS SPRINKLER LEGEND Cc:::ETE 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. A,ccol:;tence is subject to errors and ',omissions which do not authorize vioiations of adopted standards and is cin: -aces. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions t these drawings after tis date will void this, acceptance ana will require a resubmittal of revise -d ui .wings tor subsequent approv 1. i Final acceptance is subject to field test and inspection b• The Tukwila Fire t- C revention Bureau. 1 Date: S'/3/ /! ?---- By: 0 FUKWILA FIRE DEPARTME.141 Please call: 575-4407 and give this job and exact address for shut - ,¢own or restoration aporovaL CONTRACTOR: SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. TEMP. FINISH NO. REQ SYMBOL DESCRIPTION ORIF. TEMP. FINISH NO. RE 4 -WAY EARTHQUAKE BRACE 1 SIMPLY THAI T.I. MODIFICATIONS 08-30-05 RELIABLE F1 FR RECESSED PENDENT 1/2' ` 5.6 155 BLACK 20 CONT. NO.: 253110 HYDRAULIC REFERENCE POINT RELIABLE F1 FR SSU 1/2' 5.6 155 BLACK 31 DRAWN BY: JIM GRIMES HANGER SYMBOL RELIABLE G3QR DRY PEDENTS 1/2' 5.6 155 CHROME SPRK. ON SHEET: 46 SPRK. ON JOB: DATE: 08-30-05 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE / AUSTIN / DALLAS / DECATUR / DENVER / DULUTH / HOUSTON 1 KANSAS CITY LAS VEGAS / MINNEAPOLIS / PHOENIX / PORTLAND / RAPID CITY / ST. PAUL / SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3000 SIMPLY THAI T.I. 235 STRANDER BLVD. TUKWILA, WA 98074 PAID AUG 3 0 2005 Tukwila Fire SHEET FP -1 OF 1 i SI EVDNER SVG AIM 111IP IHRD 3/T AIR IDE PIPE PER PINI SAVIvY SWG HANGER a� yoT• pro Pa` 0000°0 �, co `y �ti�t °aks S a°y�,� s4 ; �co�: a. r10 8 as`oe2tc\5e o1�e��1• e i1� i0 i g5 i)L'F �u ra��' 2Y2" minimum (3" at mains) 1. Minimum 4x_ no. 2 grade Douglas fir or southern pine or better 2. Two 16d (3)/2") common nails 3. Sammy Sidewinder SWG 25-308 4.rod per NFPA 13 Center the sprinkler pipe support (parallel or perpendicular) between joists FOR FORCES PARALLEL OR PERPENDICULAR TO TJI 501STS 1. 3'♦" x 6" x 12" plywood each side of TJI wpb 2. No. 6 x 2" long (minimum) drywall screw (6 each side) 3. Washer 4. Swivel sway brace fitting (equivalent to TOLCO Incorporated Figure 910 or Figure 911) 5. Xi" diameter bolt ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) ANGLE TO VERTICAL ( a ) 30' 45' 60' 450 620 690 • The loads in the table ore based on the controlling connection to the joist. • The forces include a 1.33 duration factor adjustment. A ITID\AL \ \ '9A 13) 222 3 IL:I\G IS 22/150C -DES H SE 1CC GP 25C GP 350 T RUCT J E U v v \S SPRI\<LER CEILI\ GS A 132. SQ,/FT, V 12C SQ,/FT, v ALL HEA2S A „CTI HEALS -- T T E =S1 I IT CA A SE I\ TAL H \ v I _,ESIG RE SP ER IG\ v 3A v P I-\ \TIL- *REA/IE F RI T IF SE AL L I�<LE R I\A \SITY ER \\EC W ETAL A\ W ALL SPACE A3 UE� I�<LE�, .:� 3ELOW CEILI\ G BEL W CEILI\ RESPO\SE, 2ESIG AREAS WITH QU S v L 1 A Y v G ETHD TI CE AX SPACI\ AX SDACI\ RE QUICK APDLIE: T FPA = UP II 13 EIG111123121311 A\ 3EL-W GS 5S \ AREA IC< NESP_\SE 1'-ONAFF VIC FLANGE / \ / OC1 002 \ � 4" RELIABLE MODEL E ALARM VALVE W/ RETARD CHAMBER VIC FLANGE 4' VIKING WALL PIV 4 \ / ern 2" INSPECTORS TEST & DRAIN EOG 4' WILKINS 475V BACKFLOW PREVENTOR ' ALL THREAD ROD W/BLACK MASTIC COATING. T -BOLTS TYPICAL 14'-0" AFF NOTE: ALL JOINTS FOR UNDERGROUND PIPING SHALL BE MEGALUGGED, RESTRAINTS TYPE ARE MEGALUGGED W/ THRUST BLOCKS �ISF R SECTIO 1 THRUST BLOCK 6 103 Main 6 3' 1y2'9-75 `D .f - -0 lea' 7-5 1' 0-93 6 ®_5,_7„� 1' 3 I L� NEW BUILING 0-9 1' 0-6J 1 I rJ 11/ 0/64 • 9-0l� ,1; • Lr) 1' 3' 21-0 10-0 SYMBOL LEGEND Main 3 1 Co- :'wyaan, `"4a % 6 S8 NEW BUILING 4N' U wr 112 45'-62' TOKW11.A FIRE DEPARTMENT, Please call; 575-4407 end give this job and exact address for shut= down or restoration approval. 0 0 C 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 resubmiftal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. — Ms b (A tat -5 vr co V;iiir- r-cturreall c-c7,vifie,17:0 eKho c/if (-11-d-(1-e/- cp NEW 4' 01 CL 52 NEW THRUST BLOCKE::). NEW 8'x13N4' TER W/EXISTING PLUG REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. TEMP. FINISH NO. REQ. 4 -WAY EARTHQUAKE BRACE O RELIABLE F1 FR RECESSED PENDENT 1/2" 5.6 155 BLACK 15 CONT. NO.: 253045 HYDRAULIC REFERENCE POINT 0 RELIABLE F1 FR SSU 1/2" 5.6 155 BLACK 29 DRAWN BY: MARTIN SOKULSKI HANGER SYMBOL RELIABLE G3QR DRY PEDENTS 1/2" 5.6 155 CHROME • 2 SPRK. ON SHEET: 46 SPRK. ON JOB: DATE: JULY 17, 2005 Western States Fire Protection Company 25-0 NEWTHROSTMCK> ,_ L... EXISTING SIDEWALK 0 re ENGINEER: 0 4)1 GATE VALVE CONTRACTOR: WESTERN STATES FIRE PROTECTION COMPANY .OFFJCES1 OCATED ALBUQUERQUE / AUSTIN / DALLAS / DECATUR / DENVER / DULUThT,ThDLISI,DN / KANSAS CRY LAS VEGAS / BMNEAPOLIS / YHOFSB7C / PORTLAND / RAPID CITY / ST. / SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 235 STRANDER BI PROJECT 235 STRANDER TUKWILA, WA 98074 SIMPLY THAI SHEET FP -1 OF wood blocking attached to joist with nails Tolco fig. 909 No -thread swivel Tolco fig 1000 fast clamp STEEL PIPE LATERAL BRACE TJI wood blocking attached to joist with nails Tolco fig. 909 No -thread swivel 4A pipe clamp 'lti 1%1, 1 OLL DN46 • 1 71.7'4 '/2 x 0'-2'/r MECHANICAL ROOF HATCH REMOTE AREA 3 .20 gpm /424.90 sq.ft. 560.60 gpm 103.908 PSI 100 gpm hose aQ Base of Riser 250 gpm hose @ Underground Tie-in HANGER NO. 17S STEEL SAMMY SCREW AND ROD 1/2 PURLIN DEPTH MAIC Rounded to a Nearest Inch • /—Z PURLIN SWIVEL RINCS� PIPE CMMMYSCREW NOTE ON PLAN: HANGER NUMBER AND "A" DIMENSION Q'-8 HANGER NO, 15W SIDE SAMMY SCREW Side Sammy 5creew Round to c Nearest inch. Swint Ring---'" All Thread Pip. Note an Plan: Hanger Number and 'A Dimension 23'-10 0'-8 13'-0 O'-8 HANGER NO. 141N SAMMY SCREW AND ROD MOOD BEAM Round to . Nearest Inch. 'ammy Screew " All Thread Rad Snivel Ring Pra•Drill Hole Nate on Plan: Hanger Number and' A' Dimension 22'-0 6'-0 10'-0 6'-0 FSI. OVE'HANG PRO—: CTION- ABO;/ - ONLY SI'I MALLS - N PENDENTS 1 0'-B THIS AREA SHOWN FOR INFORMATION ONLY 3 7'-11 Ceiling REMOTE AREA 1 .20 gpm / 1506.60 sq.ft. 732.02 gpm @ 103.908 100 gpm hose @ Base 250 gpm hose t@ Under ."*Al 1% 1'-1 L sst its l lrici 417111 ill EmiraPlet 0 uriiFNadi,111 %x011 FIELD NOTE:1 1/2" DROPS BEFORE DUCT T t ASC& -.TINDER DUCT. 6" ABOVE CEILING 0'-5 Ceiling CO ca Reduction for Quick Res REMOTE AREA 2 .20 gpm / 963.46 sq.ft. 648.83 gpm © 67.534 100 gpm hose Base 250 e e rn hose & Under THIS AREA SHOWN FOR INFORMATION ONLY THAI RESTAURANT NEW BLDG. SEE FP -1 EE ROBINS J Re tion for Qui esponse NO SPRINKLERS IN 3" SPACE ABOVE STAIRS 0 OFFICE LEV EL 18'-3 141-3'/: FIRE ROTECTION 01-31 14'-3'/2 (PING PLAN - 18'-8 PPER LEVEL STRUCTURE 8'-O" ABOVE CEILING ti I re 111'!1 STRU TURE 8'-0"ABOVE CEILING r STORAGE 1 T-11 Ceilin 10'-4 Cei 0' ABOVE & '1 CLOS 10-4 Ce -6 5 -3 - 1% t0'-6 10'-5 Ce B'-0 Ceili TO BEA ling ABOVE & UP TAIRSO'-8 rr~ 11 DROPS 1"X 01-10" O ERHANG PROTECTION - ABI VE ONLY SIDEWALLS - NO PENDENTS 0''8V2 8'-6 Ceilin 0'-8'/2 Tit FIRE ROTECTION 1418'-3 14'-3Y2 14'-3Y ALL DRgPS11 "X 0'-7 1/2" 18'-8 FIRE ROTECTION P PING PLAN - LOWER LEVEL 0'-81 UNDER STAIRS r G8'-QWB Ceiling 1 OFFIC --1 -- ALL DROPS 1"X 7'- O 0 0 0 Q O 0 0 El C�l Cl 0 0 U 0 [] 0 0 0 coo 0 3 0 0 0 0 0 0 0 0 0 0 ADDITIONAL NOTES: NFPA 13, 2002 EDITION BUILDING SccPppRNNISSN FL �ME•-- R•C= ANTILEj ORDINARY N�WqqARRY HAZARD R D GROU P 2 N■EN 899-2.3.2 1 ,l- ANCE 1.6SQTEAPR BECtmaAREA SPRINKLERED NKLERED g11 : ragerAKARIMISE IS USED WHEN ALLOWED NFPA 13 FIG. 11.2.3.2.3.1 i 235 Strnr,der.avd, 235 Strands:. Blvd Seattle, WA 95186 Y} pyilght ® 2003 Mlorosoft Corp.and/or Its se-pellets:All rights reserve Lu O ARCHITECT: ENGINEER: CONTRACTOR: DECKER DEVELOPMENT & CONSTRUCTION, INC. SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SCALE: 1/8'=1'-0 4 -WAY EARTHQUAKE BRACE 0 APPROVAL SUBMITTAL 7/15/2005 0 RELIABLE MODEL F1 FR QR UPRIGHT BRASS 1/2" 5.6 286 BRASS 87 CONT. NO.: 253045 HYDRAULIC REFERENCE POINT O RELIABLE MODEL Fl FR QR UPRIGHT CHROME 1/2" 5.6 155 CHROME 15 DRAWN BY: PAT MOORE HANGER SYMBOL RELIABLE MODEL F1 FR QR PENDENT CHROME 1/2" 5.6 155 WHITE ESC 103 SPRK. ON SHEET: 212 RELIABLE MODEL F1 FR QR SIDEWALL BRASS 1/2" 5.6 286 BRASS 5 SPRK. ON JOB: 259 t). RELIABLE MODEL F1 FR QR SIDEWALL BRASS 1/2" 5.6 155 WHITE ESC 2 DATE: 7/11/2005 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF1360F WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED ALBUQUERQUE /AUSTIN / DALLAS / DECATUR / DENVER / DULUTH / HOUSTON / KANSAS CITY LAS VEGAS /MINNEAPOLIS / PHOENIX / PORTLAND / RAPID CITY /ST, PAUL / SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 235 STRANDER BI PROJECT 235 STRANDER TUKWILA, WA. 98074 FIRE PROTECTION - EXISTING BUILDING SHEET FP -2 OF 4 212 SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT HANGER SYMBOL REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND DESCRIPTION DESCRIPTION 0 APPROVAL SUBMITTAL 7/15/2005 OQ 0 0 B RELIABLE MODEL RELIABLE MODEL RELIABLE MODEL RELIABLE MODEL RELIABLE MODEL F1FR QR UPRIGHT BRASS Fl FR QR UPRIGHT CHROME F1FR QR PENDENT CHROME F1FR QR SIDEWALL BRASS F1FR QR SIDEWALL BRASS ORIF. K TEMP. FINISH 112" 5.6 286 BRASS 112" 5.6 155 CHROME 1/2° 5.6 155 WHITE ESC 1/2" 5.6 286 BRASS 1/2" 5.6 155 WHITE ESC NO. REQ. SYMBOL DESCRIPTION FINISH NO. REQ. APPROVAL: CITY OF TUKWILA SCALE: 118'=1'-0 CONT. NO.: 253045 DRAWN BY: PAT MOORE SPRK. ON SHEET: SPRK. ON JOB: 260 DATE: 7/11/2005 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN / DALLAS / DECATUR / DENVER /DULUTH / HOUSTON / KANSAS CITY LAS VEGAS /MINNEAPOLIS / PHOENIX / PORTLAND / RAPID CITY/ST. PAUL /SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 ISOMETRIC VIEW - INFORMATION ONLY 235 STRANDER BI PROJECT 235 BTR N CSE R TUKWILA, WA. 98074 FIRE PROTECTION - EXISTING BUILDING SHEET FP -3 F 4 EXISTING, WINPOIIIS TO EE REFL.ACEI W1n45MALLER UNITS (A5 REGU1REP) EXISTING DRIVE -TI -IRU ROOF TO IEE REMOVEP . LINE OF ROOF DECK S/4 x 10 MDF TRIM !BAND METAL. SCUPPERS WITH POU)N SPOUTS (3 TYPICAL) SEE PETA1L 6/A-5 COMPOSITION ROOFING TO MATCH EXISTING' 1S'-0TOP OF PARAPET 104," teirM. OF AWNING ROOF NEW STUCCO EINISN `IA 111'00 (v ilcz:12r7--1714 .X1$/11\)7 L..4W Yet' EXISTING ROOF TO I✓3E REMOVEr) LINE OF ROOF I2ECK COMP051T1ON ROOFING TO MATCH EX1STINN 5/4 x 10 MPP .TRIM SAN© ISrO".`I'QP OP PARAPET 1�'»Q?" i�OOF 1�ECIC IQ.}' -to" STN. OF AU_ _RG>f3F NEW STUCCO FINISH 1: IE' -o" ROOF DECK REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 2004 CItY Of Tlakwila - BUf � N beak( 0 <0 10 1 1O 1 IEA#E 2 0 0 0 0 Ci? .ems c)44Q-1e4Q I it *441-46:-Xtilgt‘z1F5 t'tz'cz> L)At , P. rulavim SEP 2 2 2004 PERM!TCENTER tot e ELEVATION VIEWS ARCHITECT: ENGINEER: CONTRACTOR: DECKER DEVELOPMENT & CONSTRUCTION, INC. SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWI LA 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. TEMP, FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SCALE: 1/B 1'-0 4 -WAY EARTHQUAKE BRACE 0 APPROVAL SUBMITTAL 7/15/2005 CONT. NO.: 253045 HYDRAULIC REFERENCE POINT DRAWN BY: PAT MOORE HANGER SYMBOL SPRK. ON SHEET: 212 SPRK. ON JOB: 259 DATE: 7/11/2005 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA- 98052 Lic. #: WESTESF136QF WESTERN STATES H RE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN / DALLAS ! DECATUR / DENVER / DULUTH /HOUSTON / KANSAS CITY LAS VEGAS !MINNEAPOLIS / PHOENIX/ PORTLAND! RAPID CITY/ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 235 STRANDER BI PROJECT 235 STRANDER TUKWILA, WA. 98074 FIRE PROTECTION - EXISTING BUILDING SHEET FP -4 OF 4