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HomeMy WebLinkAboutPP - 6725 TODD BLVD - GRAINGER - PERMITS AND PLANS6725 TODD BLVD ASSOCIATED PERMITS 17-F-084 99-F-151 16-S-163 02-5-138 94-S-288 90-S-331 78-S-1041 900347 866093 4010,441 lunar SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 7888900060 Site Address: 6725 Todd Blvd. Suite Number: Floor: Tenant Name: Grainger Tukwila New Tenant? ❑ - Yes ® - No Property Owner's Name: Grainger W W Inc Mailing Address: 18818 Teller Ave., Ste 277 CONTACT PERSON -if there are questions about the submittal. Name: David Fox Irvine CA 92612 City State Zip Company Name: Red Hawk Fire Protection Day Telephone: 253-840-9900 Mailing Address: 801 Valley Ave. NW, Suite D Puyallup WA 98371 City State Zip E-mail Address: Davidf@redhawkfp.com Fax Number: Contractor's City of Tukwila Business License number: BUS -0994571 Total number of new/relocated devices or sprinlder heads: 671 Valuation of Project (contractor's bid price): $ 185,155 Scope of Work (please provide detailed information): Upgrade two (2) new fire sprinkler systems. Low bay area to be Ultra K 17 sprinklers and high bay area to be an ESFR automatic fire protection system. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR UTHORIZED AGENT: Signature:��( t� Print Name: Kevin Rider Date: 8/5/2016 Day Telephone: 253-840-9900 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION /7-F- aff CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 7589000 6 V Site Address: 6 7.2 5 S. ',/,/ 93L VD Suite Number: — Floor: Tenant Name: T;0•9/ New Tenant? ❑ - Yes - No Property Owner's Name: �iaei�i2 Gd LC/ / n/ efa Mailing Address: 6%�2 � T /y� A 29 8 '�a City State "Zip CONTACT PERSON -if there are questions about the submittal. Name: ih o it. x`7`5 f Day Telephone: 5y -5/.71 -,79,2. 9 Company Name: .%) /.' 47-7- Mailing oT Mailing Address: 6/O2. itl 9Th S7 57 200 7.-oi4,124.92 G!//9 9'9.06 City State Zip E-mail Address:_PAertf'44cvA.07: Gov Fax Number: Contractor's City of Tukwila NICET III number: Business License number: 0 "- 39e Total number of new/relocated devices or sprinkler heads: :3 Valuation of Project (contractor's bid price): $ �� 0 0 - °iD Scope of Work (please provide detailed information): ��F..t7� �r / ce //ch%rSeob, - / eA,o, - PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R AUTHORI Signature: ✓+--�- �� Date: `/ /% Print Name: >A n� VJ Day Telephone: 02 06 - V37- /y3$ Plan Permit App.doc CY 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Grainger 6725 Todd Boulevard Permit No.: 16-S-163 Date: August 10, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 7-05, section 13.5.6.2.2. • 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Install a weatherproof exterior bell/strobe facing direction of fire department access. • Provide a spare sprinkler head box with sprinkler heads and wrench. • Post a hydraulic data plate per NFPA 13 on the system riser. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more 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 all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. LIST OF MATERIALS SUPPLIED TO: W.W. GRAINGER 753 6725 S TODD BLVD TUKWILA, WA 98188 FIRE DISTRICT. TUKWILA FOR: SPRINKLER MONITORING BY: ADT SECURITY SERVICES CONTACT: DON LEE TELEPHONE: 654-3084 REGISTRATION NUMBER: DATE: 5-13-99 QUANITY MODEL ADT Security Services, Inc. 841 Powell Avenue SW Suite 101 Renton, WA 98055-2910 Telephone 206 624 3103 Fax 206 654 2189 ACCEPTED Without Comments ❑ AsNotedlnRed 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 responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions 'co these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. ADTSES I032 Sinal acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: By: C12 DESCRIPTION 1 1 2 VISTA 100 2400 PS -1270 CONTROL PANEL SMOKE DETECTOR BATTERIES NOTE: ADT IS MAKING CONNECTIONS TO SPRINKLER SWITCHES (BY OTHERS) FOR MONITORING. TUKWILA FIRE DEPARTMENI Please call: 575-4407 and give this job No. 57. and exact address for shut- down or restoration approval. FILE A two INTERNATIONAL LTD. COMPANY BATTERY CALCULATION Supv. Alarm Supv. Alarm Part Name or Curr. Curr. Curr. Curr. Description ga Each Each Total Total Vista 100 Control 1 0.0400 0.1000 0.0400 0.1000 Smoke Detector 1 0.0001 0.0001 0.0001 0.0001 Waterflow Detector 2 0.0000 0.0000 0.0000 0.0000 Tamper Switch 2 0.0000 0.0000 0.0000 0.0000 Totals: 6 0.0401 0.1001 Req. #Hrs Standby?: Tot Alrm Min in Alrm?: 24 60 5 5 Min Amp Hr Batt Req= 0.97 2.42 (30% Batt Age Fac Inc) (130% Total Load) GRINNELL HYDRAULIC DESIGN INFORMATION SHEET NAME W W CAR^ I NG'E LOCATION SC0UTI-1 EniTEri s. BUILDING 1990 S. i',1"J011' lanl VUS. r^caK 99 5-33/ DATE I'1 •1 'X10 SYSTEM NO CONTRACTOR CONTRACT NO. CALCULATED BY 1D^>J M G LUEtJ DRAWING NO. 1 or 1 CONSTRUCTION: ❑COMBUSTIBLE ❑NON-COMBUSTIBLE CEILING HEIGHT FT. OCCUPANCY APPROVING AUTHORITIES KEMre r 4 -TUKWILA EINFPA. 13: ❑ LT. HAZ. ORD. HAZ. GP. 01 ❑ 2 ❑ 3 ❑ EX. HAZ. ❑NFPA 231 ❑NFPA231C: ❑OTHER (Specify) ❑SPECIFIC RULING MADE BY DATE FIGURE ; CURVE SYSTEM DE AREA OF SPRINKLER OPERATION '7- SYSTEM P WET ❑ DRY SPRINKLER MAKE C-ICUPJ we LL in TYPE DELUGE ❑PRE -ACTION OR NOZZLE MODEL DENSITY • 33 AREA PER SPRINKLER \de, l" HOSE ALLOWANCE GPM: INSIDE rats. SIZE I,�. j 2 K -FACTOR • 40 HOSE ALLOWANCE GPM: OUTSIDE add TEMPERATURE RATING r1 %Cam RACK SPRINKLER ALLOWANCE — CALCULATION SUMMARY GPM REQUIRED Vicicj PSI REQUIRED 1''X: '2 (Specify Location) "C" FACTOR USED: OVERHEAD 12. UNDERGROUND 14•:=A WATER SUPPLY I WATER FLOW TEST DATE & TIME PUMP DATA RATED CAPACITY` TANK OR RESERVOIR �,,�� 0- °ppB STATIC PSI 138 AT PSI 4 q d• • ATIO RESIDUAL PSI 2.0 ELEVATION -0 GPM FLOWING �'1Ca0 �P � WELL ELEVATION � Na y GPM "\''00)F c. 4P' {� QQ ) F �o LOCATION �_ IIP ` �.\-6) SOURCE OF INFORMATION V'' Y► ��\NO �p P\ACS' J��\��\� �F� �J O, COMMODITY STORAGE I pe \S \��S '� ©� J�G� LOCATIO ► COMMODITY $.\'\ \\\ �� STORAGE HEIGHT A \ 'Sr- "' N��QO�`�Qt AIS f ID ti41 STORAGE METHOD: SOLID PILED P A� ? ' • � 1,,. OQl � PQ �'r 'S • ti5 ,t,. i ❑ ■ ■ �oo�a\�‘n 1 SINGLE ROW ❑CONVENTIONAL PAL, E� GOacNPAl�j�?I�A 1!! -GeRA Ate OP.-- CAPSULATED DOUBLE ROW ❑SLAVE PALLET \� =..o i • . „ ► G ❑NON- MULTIPLE ROW NRI a +-.- n ENCAPSULATED 0 FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE Cl �, E FROM T F fr RA CEILING $:., 1 IN. HORIZONTAL BARRIERS PROVIDED GRINNELLG4322-Rev. 4-77 PRINTED IN U.S.A. a 0 vi1n•itcaAH MI2 •-0- r L to • �M ,�` • h • • ® Orr 0•N, h • O • eD• O 0 I. C�• 4 • N • N• 4. • 0 0 • O• 0• • �•" • N- . N N, N- • • • • •• • !*E'ET3OF GRINNELL FIRE PROTECTION SYSTEMS CO. SPRINKLER SYSTEM HYDRAULIC FLOW CALCULATIONS WW GRAINGER 1990 SOUTH ADDITION WWGRA PIPE FLOW DIA FITTING LENGTH FR LOSS PRESS HYD VEL NO (GPM) (INCH) APD DEV (FT) (PSI/FT) (PSI) REF (FPS) NOTES BRANCH LINE NO. 1 C = 120 A 10.0 PT 17.02 4 END HEAD 33.0= 8.00X50( 17.02) F 0.0 PE 0.00 4 33.0 1.69 T 10.0 0.03223 PF 0.32 4.72 A 2.2 PT 17.34 5 33.3= 8.O0XSO( 17.34) F 12.3 PE 0.00 5 66.3 2.16 1T T 14.6 0.03571 PF 0.52 5.82 PT 17.86 11 BL-R.NIP JCT K -FACTOR FOR BRANCH LINE NO. 1 = 66.3/80( 17.86)= 15.69 BRANCH LINE NO. 2 C = 120 A 10.0 PT 17.02 6 END HEAD 33.0= 8.00XS0( 17.02) F 0.0 PE 0.00 6 33.0 1.69 T 10.0 0.03223 PF 0.32 4.72 A 10.0 PT 17.34 7 33.3= 8.00X50( 17.34) F 0.0 PE 0.00 7 66.3 1.69 T 10.0 0.11719 PF 1.17 9.49 A 10.0 PT 18.51 8 34.4= 8.00XSQ(. 18.51) F 0.0 PE 0.00 S 100.7 1.69 T 10.0 0.25397 PF 2.54 14.41 A 10.0 PT 21.05 9 36.7= 8.00X50( 21.05) F 0.0 PE 0.00 9 137.4 1.69 T 10.0 0.45124 PF 4.51 19.66 A 7.7 PT 25.57 10 40.5= 8.00XSO( 25.57) F 12.3 PE 0.00 10 177.9 2.16 1T T 20.1 0.22163 PF 4.45 15.62 PT 30.01 11 BL-R.NIP JCT K -FACTOR FOR BRANCH LINE NO. 2 = 177.9/50( 30.01)= 32.47 K -FACTOR FOR JUNCTION OF BL NO. 1 AND NO. 2 = 15.69 + 32.47 = 48.17 WITH 30.01 PSI REQUIRED RISER NIPPLE A 1.3 PT 30.01 11 TOP OF RN 263.9= 48.17XS0( 30.01) F 14.9 PE 0.58 (EL= 1.33 FT) 11 263.9 2.58 1T T 16.2 0.19214 PF 3.11 16.19 PT 33.70 21 BOT. OF RN K -FACTOR AT BASE OF RISER NIPPLE =263.9/30( 33.70)= 45.45 SHEET 40F GRINNELL FIRE PROTECTION SYSTEMS CO. SPRINKLER SYSTEM HYDRAULIC FLOW CALCLLATIONS WW GRAINGER 1990 SOUTH ADDITION WWGRA PIPE FLOW DIA FITTING LENGTH FR LOSS PRESS HYD VEL NO (.GPM) (INCH) AND DEV (FT) (PSI/FT) (PSI) REF (FPS) NOTES BRANCH LINE NO. 3 C = 120 - A 8.0 PT 14.93 12 END HEAD 30.9= 8.00XS0( 14.93) F 0.0 PE 0.00 12 30.9 1.69 T 8.0 0.02855 PF 0.23 4.42 A 8.0 PT 15.16 13 31.1= 8.00XS0( 15.16) F 0.0 PE 0.00 13 62.1 1.69 T 8.0 0.10364 PF 0.83 8.88 A 8.0 PT 15.99 14 32.0= 8.00XS0( 15.99) F 0.0 PE 0.00 14 94.0 1.69 T 8.0 0.22363 PF 1.79 13.45 A 8.0 PT 17.78 15 33.7= 8.00XS0( 17.78) F 0.0 PE 0.00 15 127.8 1.69 T 8.0 0.39425 PF 3.15 18.28 A 8.0 PT 20.93 16 36.6= 8.00XSO( 20.93) F 0.0 PE 0.00 16 164.4 2.16 T 8.0 0.19147 PF 1.53 14.43 A 8.0 PT 22.46 17 37.9= 8.00XSO( 22.46) F 0.0 PE 0.00 17 202.3 2.16 T 8.0 0.28110 PF 2.25 17.76 A 1.0 PT 24.71 18 39.8= 8.00XS0( 24.71) F 12.3 PE 0.00 18 242.1 2.16 1T T 13.3 0.39179 PF 5.21 21.25 PT 29.92 20 BL-R.NIP JCT K -FACTOR FOR BRANCH LINE NO. 3 = 242.1/S)( 29.92)= 44.25 BRANCH LINE NO. 4 C = 120 A 7.0 PT 14.93 19 END HEAD 30.9= 8.00XS0( 14.93) F 7.6 PE 0.00 19 30.9 1.45 1T T 14.6 0.06019 PF 0.88 6.01 PT 15.81 20 BL-R.NIP JCT K -FACTOR FOR BRANCH LINE NO. 4 = 30.9/S0( 15.81)= 7.77 K -FACTOR FOR JUNCTION OF BL NO. 3 AND NO. 4 = 44.25 + 7.77 = 52.02 WITH 29.92 PSI REQUIRED RINIPPLE A 1.1 PT 29.92 20 TOP OF RN 284.6= 52.02XS0( 29.92) F 14.9 PE 0.49 (EL= 1.13 FT) 20 284.6 2.58 1T T 16.0 0.22098 PF 3.54 17.46 PT 33.95 21 BOT. OF RN K -FACTOR AT BASE OF RISER NIPPLE=284.6/SQ( 33.95)= 48.84 SHEET 5 OF GRINNELL FIRE PROTECTION SYSTEMS CO. SPRINKLER SYSTEM HYDRAULIC FLOW CALCULATIONS WW GRAINGER 1990 SOUTH ADDITION WWGRA PIPE FLOW DIA FITTING LENGTH FR LOSS PRESS HYD VEL. NO (GPM) (INCH) AND DEV (FT) (PSI/FT) (PSI) REF (FPS) NOTES CROSS MAIN A C = 120 A 10.0 PT 33.70 21 263.9= 65.45X50( 33.70) F 0.0 PE 0.00 21 263.9 4.26 T 10.0 0.01671 PF 0.17 5.94 A 9.0 PT 33.87 22 264.5= 45.45XS0 ( 33.87) F 0.0 PE 0.00 22 528.4 4.26 T 9.0 0.06038 PF 0.54 11.89 A 1.0 PT 34.41 23 F 0.0 PE 0.00 23 528.4 4.26 T 1.0 0.06038 PF 0.06 11.89 A 79.0 PT 34.47 24 266.9= 45.45XS0( 34.47) F 0.0 PE 0.00 24 795.2 4.26 T 79.0 0.12863 PF 10.16 17.90 A 58.4 PT 44.63 25 F 26.3 PE 0.00 25 795.2 4.26 1T T 84.7 0.12863 PF 10.90 17.90 PT 55.53 26 XM -BULK JCT K -FACTOR FOR CROSS MAIN A = 795.2/SQ( 55.53)= 106.72 SHEET COOP GRINNELL FIRE PROTECTION SYSTEMS CO. SPRINKLER SYSTEM HYDRAULIC FLOW CALCULATIONS WW GRAINGER 1990 SOUTH ADDITION WWGRA PIPE FLOW DIA FITTING LENGTH FR LOSS PRESS HYD VEL NO (GPM) (INCH) AND DEV (FT) (PSI/FT) (PSI) REF (FPS) NOTES BULK C = 120 A 45.4 PT 55.53 26 XM -BULK JCT 795.2=106.72XS0( 55.53) F 9.0 PE 0.00 26 795.2 4.26 1VE T 54.4 0.12863 PF 6.99 17.90 A 3.2 PT 62.52 27 F 9.0 PE 1.41 (EL= 3.25 FT) 27 795.2 4.26 1VE T 12.2 0.12863 PF 1.57 17.90 A 65.5 PT 65.50 28 F 9.0 PE 0.00 28 795.2 4.26 1VE T 74.5 0.12863 PF 9.58 17.90 A 10.5 PT 75.08 29 F 9.0 PE 0.29 (EL= 0.67 FT) 29 795.2 4.26 1VE T 19.5 0.12863 PF 2.50 17.90 A 57.8 PT 77.87 30 F 9.0 PE 0.00 30 795.2 4.26 1VE T 66.8 0.12863 PF 8.59 17.90 A 1.6 PT 86.46 31 F 9.0 PE 0.68 (EL= 1.58 FT) 31 795.2 4.26 1VE T 10.6 0.12863 PF 1.36 17.90 A 4.8 PT 88.50 32 F 9.0 PE 0.00 32 795.2 4.26 1VE T 13.8 0.12863 PF 1.77 17.90 PT 90.27 33 TOP OF RISER RISER A 16.0 PT 90.27 33 TOP OF RISER F 60.4 PE 6.93 (EL= 16.00 FT) 33 795.2 6.36 1ALV 1T T 76.4 0.01831 PF 1.40 8.04 1GV A 5.0 PT 98.59 34 F 37.7 PE 0.65 (EL= 1.50 FT) 34 795.2 6.36 1T T 42.7 0.01831 PF 0.78 8.04 PT 100.03 35 F AND S UNDER GROUND **C = 140. *" A 120.0 PT 100.03 35 F AND S F 42.3 PE 1.30 (EL= 3.00 FT) 35 795.2 7.98 1DET 1GV T 162.3 0.00455 PF 2.74 5.10 DET= 2.00# 1UT1. 1LE PT 104.06 36 SUPPLY JCT HOSE = 500.0 GPM AT HYD REF PT. 36 THUS TOTAL FLOW = 1295.2 GPM SUPPLY PRESSURE AVAILABLE WITH 1295.2 GPM FLOWING IS 130.62 PSI THUS SYSTEM REQUIREMENT IS 26.56 PSI BELOW SUPPLY CURVE. Hydraulic Summary (9 _(C3 Job Number: 60051 - SYSTEM 2 SOUTH • Job Job Number 60051 Design Engineer KEVIN RIDER Job Name: GRAINGER TUKWILA State CaNMcatloMbense Number REDHAHF901 QP address 1 6725 S. TODD BLVD Mil CITY OF TUKWILA Address 2 Job Site/Bulldog Address 3 TUKWILA, WA 98188 Drawing Name 60051_FP 2.)x_(Fire Sprinkler Plan)_vl.cad System Remote Area(s) Most Demanding Spinlder Data 16.8 K -Factor 99.39 at 35.000 Ocapanoy ESFR Job Suigx SYSTEM 2 SOUTH Hose Allowance At Source 250.00 Pressure 35.000 Area of Application NA AddI lona) Hose Supplies Node Flow(gpm) Number OfSpinHers Calculated 12 Coverage Per Spdrdder 80.00ft' AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left 93.223 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox Total Hose Streams 250.00 0121-0409-C Level 3 Red Hawk Fire Protection, LLC System Flow Demand , Total Water Required (Including Hose Allowance) 1457.00 REDHAWH F901 QP man1207.00 Madman Pressure Unbalance In Loops OCan,o / 7 d...,.... 08/04/16 Expires 0.000 Signature Date 12131/16 Maximum Velocity Above Ground 22.47 between nodes 201 and 214 ` a Ma'am/It Velocity Under Ground 7.00 between nodes 2 and 3 Volume capacity of Wet Pipes 2884.40gal Volume capacity of Dry Pipes Supplies 1 Node Name Hose Flow , Static (gpm) (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) Co (qpm) Required i (psi) l Safety Margin (psi) 1 i Water Supply 250.00 120.000 20.000 5076.00 110.065 1 1457.00 95.840 14.225 Contractor ..... Contractor Number 21 Contact Name DAVID FOX Contact Tee DESIGN MANAGER Name of Conireclon --- RED HAWK FIRE PROTECTION LLC. Phone 253-840-9900 Extension — Address 1 1002 N. MERIDIAN, SUITE 100, BOX 227 - FAX 800-591-4382 Address E-mail --.--.---.— davidf@redhawkfp.com Address 3 Web -Site www.redhawkfp.com k.,10 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:56:47AM Page 1 111 Hydraulic Graph Job Number: 60051 - SYSTEM 2 SOUTH • Water Supply at Node 1 150 135 120 -Static Pressure 120.000 105 90 1207.00 07.00 lip1457.00 @ w 95.840 th hose streams .N 0. 75 z In In 2 a 60 'System 45 demand curve 30 15 5076.00 @ 20.000 0 WLIIIIIIIIL IIIII II I I I I I I I I I I I 111111111 1 1 1 1 1 I I 1 I I I I 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 80002000 3000 4000 5000 6000 7000 8000 9000 10000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 120.000 Residual: Pressure 20.000 @ 5076.00 Available Pressure el Time of Test 110.065 @ 1457.00 System Demand -—--...- - ---- - --- 95.840 @ 1207.00 SyMem Oen* (Including Hue Allmon. at Sero) . . 95.840 @ 1457.00 ©M.E.P.CAD, Inc. #11 AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:56:49AM Page 2 Hydraulic Graph Job Number: 60051 - SYSTEM 2 SOUTH Report Description: ESFR (2 SOUTH BOR at Node 3 150 135 120 Static Pressure 120.000 105 90 1207.00 ? 89.037 N d 75 1457.00 w th hose streams b N N N 60 System demand curve 30 076.00 @ 20 000 15 GILWIIIIIL 1111111 11 11111111 1 1 11 1 1 1 1 1 1 I I I 1 1 1 1 I 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 1 1 1 1 1 1 I I I 90002000 3000 4000 5000 6000 7000 8000 9000 10000 Water flow, gpm Kydreulb Graph BOR at Node 3 Stela Pressure N/A Residual: Pressure N/A Available Pressure at Tlme of Test N/A Sy System Demand 89.037 @ 1207.00 System Dem*&cludlp Rine Morena el scum) -- - --- - -- 89.037 @ N/A © M.E.P.CAD, Inc. ii AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:56:49AM Page 3 111 Summary Of Outflowing Devices Device Actual Flow (awn) Minimum Flow (qpm) Job Number: 60051 - SYSTEM 2 SOUTH Report Description: ESFR (2 SOUTH) K -Factor Pressure (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 2001 2002 2003 2004 2005 102.61 100.61 Sprinkler 2006 Sprinkler b Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 2007 2008 2009 2010 2011 2012 c* Most Demanding Sprinkler Data 99.66 99.42 102.58 100.58 99.62 99.39 102.67 100.67 99.71 99.48 99.39 99.39 99.39 99.39 99.39 99.39 99.39 99.39 99.39 99.39 99.39 99.39 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 37.307 35.865 35.188 35.024 37.282 35.840 35.164 35.000 37.348 35.904 35.227 35.063 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:53:50AM Page 4 Node Analysis Job Number: 60051 - SYSTEM 2 SOUTH Report Description: ESFR (2 SOUTH) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2 -3-0 S 25-5 pr¢37.307) 25-5 Spm 35.865) 25-5 Spr(-35.188) 95.840 1207.00 25-5 Spr(-35.024) 25-7'Y Spr(-37.282) 25-7% Spr(-35.84 25-7% pr(35.164) 25-7% S.r -35.000) 25-10 S.r(-37.348) 3 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 + 215 216 217 25-10 S.r-35.904 25-10 Sp (-35.227) 25-10 Spr(35.063) -3-0 BFP -3.804 0-6 BOR at Node 3 23-7 PO 15-0 25-3 PO(12-0) 23-4% PO 15-0) 25-0 PO 12-0) 37.307 35.865 35.188 35.024 37.282 35.840 35.164 35.000 37.348 35.904 35.227 35.063 95.206 89.037 57.266 102.61 100.61 99.66 99.42 102.58 100.58 99.62 99.39 102.67 100.67 99.71 99.48 54.543 23-2 P0(15-0) 24-10 P0(12_10) 24-10 POL-0) 24-10 POLB-0J 24-10 PCAtt-0) 24-10 P9 -0J 25-0 POi8-0) 25-0 P0(8-0) 25-0 P0(8-0) 25-0 POJ -0) 25-3 P0(8-0) 25-3 P0(8-0) 25-3 P0(8-0) 25-3 P0(8-0) 57.171 54.449 57.212 54.485 40.436 38.891 38.166 37.991 40.409 38.865 38.140 37.965 40.480 38.933 38.208 38.032 © M.E.P.CAD, Inc. � AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:56:51AM Page 5 11.,Hydraulic Analysis i Job Number: 60051 - SYSTEM 2 SOUTH Report Description: ESFR (2 SOUTH) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length cb Route 1 SP 1,6100 99.39 15.66 120 0.3136870-7%s Pf 2.701 2008 25-7Y% 99.39 16.8 35.000 Sprinkler, I 8-0 213 25-0 37.965 PO(8-0) 8-7'/ Pe 0.264 Pv BL _- _ 2.7050 99.39 5.55 120 0.025066 7-0 Pf 0.175 213 25-0 37.965 212 25-0 38.140 7-0 Pe Pv BL 2.7050 199.01 11.11 120 0.090558 8-0 Pf 0.724 212 25-0 99.62 38.140 Flow (q) from Route 4 211 25-0 38.865 8-0 Pe Pv BL 2.7050 299.59 16.73 120 0.193005 8-0 Pf 1.544 211 25-0 100.58 38.865 Flow (q) from Route 7 210 25-0 40.409 8-0 Pe Pv BL _ 2.7050 402.17 22.45 120 0.332774 30-2Yz Pf 14.040 210 25-0 102.58 40.409 Flow (q) from Route 10 12-0 203 25-0 54.449 P0(12-0) 42-2% Pe Pv BL 3.3340 402.17 14.78 120 0.120216 1-8 Pf 2.003 203 25-0 54.449 15-0 202 23-4% 57.171 P0(15-0) 16-8 Pe 0.720 Pv CM M 6.3570 804.47 8.13 120 0.018707 10-0 Pf 0.187 202 23-4Y2 402.31 57.171 Flow (q) from Route 2 200 23-7 57.266 10-0 Pe -0.093 Pv CM 6.3570 1207.00 12.20 120 0.039625 353-2% Pf 21.768 200 23-7 402.53 57.266 Flow (q) from Route 3 196-1% 3 0-6 89.037 fT(31-5), 4E(12-7), ALV(35-2Y:), 549-4 PIV(3-9%), 2P0(37 -81A), BOR at Node 3 Pe 10.004 Pv UG 8.3900 1207.00 7.00 140 0.007713 72-6% Pf 4.652 _ - - _ 3 0-6 89.037 37-4 2 -3-0 95.206 E(30 -6Y:), GV(6-9%), 109-10Y BFP(-3.804) Pe 1.517 Pv UG 8.3900 1207.00 7.00 140 0.007713 68-7 Pf 0.634 2 -3-0 95.206 13-7 1 -3-0 95.840 2GV(6-9'/), S 82-2 Pe Pv 250.00 Hose Allowance At Source 1 1457.00 GO Route 2 SP 1.6100 99.42 15.67 120 0.313887 0-7% Pf 2.702 _ 2004 25-5 99.42 16.8 35.024 Sprinkler, I 8-0 209 24-10 37.991 PO(8-0) 8-7'% Pe 0.264 Pv BL 2.7050 99.42 5.55 120 0.025082 7-0 Pf 0.176 209 24-10 37.991 Pe 208 24-10 38.166 7-0 Pv BL 2.7050 199.08 11.11 120 0.090616 8-0 Pf 0.725 208 24-10 99.66 38.166 Flow (q) from Route 5 Pe 207 24-10 38.891 8-0IPv BL-- 2.7050 299.69 16.73 120 0.193129 8-0 Pf 1.545 -._ _.-_... 207 24-10 100.61 38.891 Flow (q) from Route 8 Pe 206 24-10 40.436 8-0 Pv BL 2.7050 402.31 22.46-_ 120 0.332987 1 30-2Y Pf 14.049 __ 206 24-10 102.61 40.436 Flow (q) from Route 11 12-0 Pe 205 24-10 54.485 P0(12-0) 42-2Yz Pv BL 3.3340 402.31 14.78 120 0.120293 1-8 Pf 2.005 205 24-10 54.485 204 23-2 57.212 P0(15-0) 15-0 Pe 0.722 16-8 Pv CM 6.3570 402.31 4.07 120 0.005191 10-0 Pf 0.052 204 23-2 57.212 202 23-4% 57.171 Pe -0.093 10-0112v Gib Route 3 SP _ . -_.. - 1.6100. 99.48 15.68 120 - - 0.314205 _ _ _ _ _ 0-7%1 Pf 2.705 2012 25-10 99.48 16.8 35.063 Sprinkler, 8-0 Pe 0.264 217 25-3 38.032 PO(8-0) 8-7% IPv BL 2.7050 99.48 5.55 120 0.025107 I 7-0 Pf 0.176 217 25-3 38.032 -- i Pe 216 25-3 38.208 1 7-0 Pv BL . - 2.7050 199.19 11.12 120 0.090708 8-0 Pf 0.726 - 216 25-3 99.71 38.208 Flow (q) from Route 6 215 25-3 38.933 8-0 Pe Pv BL 2.7050 299.86 16.74 120 0.193324 8-0 Pf 1.547 215 25-3 100.67 38.933 Flow (q) from Route 9 1 Pe 214 25-3 40.480 1 8-0 Pv �A ©M.E.P.CAD, Inc. r�AutoSPRINK®12 v12.0.54.0 8/4/2016 9:56:53AM Page 6 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:56:53AM Page 7 Hydraulic Analysis Job Number: 60051 - SYSTEM 2 SOUTH Report Description: ESFR (2 SOUTH) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length BL 402.53 22.47 120 0.333323 30-21h Pf 14.063 Pe Pv _ _2.7050 214 25-3 102.67 40.480 Flow (q) from Route 12 201 25-3 54.543 P0(12-0) 12-0 42-2% BL _ 3.3340 402.53 14.79 120 0.120414 1-8 Pf 2.005 Pe 0.717 Pv 201 25-3 54.543 200 23-7 57.266 P0(15-0) 15-0 16-8 GI Route 4 SP 1.6100 99.62 15.70 120 0.315044 0-7+%, Pf 2.712 Pe 0.264 Pv _ 2007 25-7% 99.62 16.8 35.164 Sprinkler, 212 25-0 38.140 PO(8-0) 8-0 8-7Y o Route 5 SP 1.6100 99.66 15.71 120 0.315246 0-7'% 8-0 8-7Y, Pf 2.714 Pe 0.264 Pv _ 2003 25-5 99.66 16.8 35.188 Sprinkler, 208 24-10 38.166 PO(8-0) Route 6 SP 1.6100 99.71 15.71 120 0.315565 0-7Y2 8-0 8-7% Pf 2.717 Pe 0.264 Pv 2011 25-10 99.71 16.8 35.227 Sprinkler, 216 25-3 38.208 PO(8-0) Route 7 SP 1.6100 100.58 15.85 120 0.320645 0-7Yz 8-0 8-7% Pf 2.761 Pe 0.264 Pv 2006 25-7% 100.58 16.8 35.840 Sprinkler, 211 25-0 38.865 PO(8-0) o Route 8 SP _ 1.6100 100.61 15.86 120 0.320849 0-7'h Pf 2.762 8-0 Pe 0.264 8-7Yz Pv 2002 25-5 100.61 16.8 35.865 Sprinkler, 207 24-10 38.891 PO(8-0) Route 9 SP 1.6100 100.67 15.86 120 0.321174 0-7% ' Pf 2.765 8-0 Pe 0.264 8-7.6 Pv 2010 25-10 100.67 16.8 35.904 Sprinkler, 215 25-3 38.933 P0(8-0) Route 10 SP 16100 102.58 16.17 120 0.332556 0-7% ' Pf 2.863 2005 25-7% 102.58 16.8 37.282 Sprinkler, 210 25-0 40.409 PO(8-0) 8-0 Pe 0.264 8-7+% Pv Gb Route 11 SP_ 16100 102.61 16.17 120 0.332768 0-7'/ Pf 2.865 8-0 ! Pe 0.264 8-7'% Pv 2001 25-5 102.61 16.8 37.307 Sprinkler, 206 24-10 40.436 PO(8-0) GI Route 12 SP 16100 102.67 16.18 120 0.333103 0-7% Pf 2.868 8-0 Pe 0.264 8-7%!Pv 2009 25-10 102.67 16.8 37.348 Sprinkler, 214 25-3 40.480 PO(8-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ll C Value Multiplier Actual Inside Diameter 4'87 Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:56:53AM Page 7 119 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Pipe Type Legend r Flow Discharge Job Number: 60051 - SYSTEM 2 SOUTH Report Description: ESFR (2 SOUTH Velocity HWC K -Factor Pt Pn Fittings Friction Loss Length (Pressure Eq. Length Summary Total Length 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 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 AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap [hj ©M.E.P.CAD, Inc. ;fig AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:56:53AM Page 8 111 Hydraulic Summary Job Number: 60051 - SYSTEM 1 NORTH • Job Job Number 60051 Design Engineer KEVIN RIDER Job Nene: GRAINGER TUKWILA State CerlMwlbMJcense Number REDHAHF901 QP Address 1 - -- - 6725 S. TODD BLVD ARI CITY OF TUKWILA Address 2 Job Siteilikekting Address 3 TUKWILA, WA 98188 Drawing Name 60051_FP 2.xoc_(Fire Sprinkler Plan)_vl.cad System Remote Area(s) Moat Demanding Sprinkler Data 16.8 K -Factor 99.39 at 35.000 Oc pe y ESFR Job Sulfa SYSTEM 1 NORTH Hone Ak nce At Source + Pressure 500.0035.000 I Area of Appkranon NA Additional Hose Supplies Number Of Spdnklers Calculated Node Flow(mom) 12 Coverage Per Sprinkler 80.00ft2 AutoPeek Results: Pressure For Remote Area(a) Adjacent To Most Remote Area Left: 89.899 Right 89.834 -;gyp, • ! vi WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 5 ear 500.00 0121-0409-C Level 3 Red Hawk Fire Protection, LLC System Flow Demand 1197.49 Total Water Required (Including Hage Allowance) 1697.49 RE D HAW H F901 QP /� Maximum Pressure Unbalance In Loops �� / - (X/V-a;�./ -:7:_),08/04/16 Expires 0.000 Signature Date 12/31/16 Maximum Velocity Above Ground 16.92 between nodes 117 and 136 Mechem Velocity Under Ground 6.95 between nodes 2 and 3 Volume capeoay of Wet Pipes 2884.40gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (qpm) Static Residual,..,„Flow (psi) j (psi) (gpm) Available Total Demand (psi) @ (qpm) Required (psi) Safety Margin (psi) 1 Water Supply 500.00 120.000 1' 20.000 5076.00 106.820 1697.49 89.965 16.855 Contractor Contractor Number 1 21 Contact Nane DAVID FOX Contact title DESIGN MANAGER Name of Contractor. RED HAWK FIRE PROTECTION LLC. Phone 253-840-9900 Extension Address1 1002 N. MERIDIAN, SUITE 100, LOX 227 FAX 800-591-4382 Address 2 E -mal davidf@redhawkfp.com Address 3 Web -Site www.redhawkfp.com ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:53:46AM Page 1 Hydraulic Graph Job Number: 60051 - SYSTEM 1 NORTH Water Supply at Node 1 150 135 120 Static Pressure 120.000 105 90 1197.49 @ 89.965 •N >Z III 75 1697.49 with hose streams a a a) 60 45 System demand curve 30 15 076.00 @ 20 000 111111111 1111HW 111111111 I I I I I I I I I 1 1 1 1 1 1 1 1 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10002000 3000 4000 5000 6000 7000 8000 9000 10000 Water flow, gpm Hydreuik Orepli Water Supply at Node 1 Static: Pressure - - - - - - 120.000 Residual: Pressure 20.000 @ 5076.00 Monne Renate el Time a(Test 106.820 @ 1697.49 sate. Den..d 89.965 @ 1197.49 System Dern.(lneu6y Hose Marren. at Source) 89.965 @ 1697.49 bLt © M.E.P.CAD, Iric. AutoSPRINK®12 v12.0.54.0 8/4/2016 9:53:48AM Page 2 111 Hydraulic Graph Job Number: 60051 - SYSTEM 1 NORTH Report Description: ESFR (1 NORTH BOR at Node 3 150 135 120 Static Pressure 120.000 105 90 N a fli 75 1197.49 • 1697.49 @ 83.248 V with hose streams a w 22 60 45 System demand curve 30 15 076.00 @ 20 000 0 111111111num 11 1 1 1 1 1 11 1 1 1 1 1111 1 1 111 1 11111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 11111 I I I I I I I I I I 90002000 3000 4000 5000 6000 7000 8000 9000 10000 Water flow, gpm Hydraulic Graph BOR at Node 3 Static Pressure N/A Residual: Pressure N/A Available Pressure et lime oMTeet N/A System Demand 83.248 @ 1197.49 System Demand (Ind Icing Hese/*wave et Souse) 83.248 @ N/A �{, © M.E.P CAD, Inc. 1i AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:53:48AM Page 3 Summary Of Outflowing Devices Device Actual Flow (gpm) Minimum Flow (qpm) Job Number: 60051 - SYSTEM 1 NORTH Report Description: ESFR (1 NORTH) K -Factor (K) Pressure (psi) Sprinkler Sprinkler Sprinkler 1001 1002 1003 Sprinkler 1004 Sprinkler 1005 Sprinkler 1006 c Sprinkler 1007 Sprinkler 1008 Sprinkler 1009 Sprinkler 1010 Sprinkler 1011 Sprinkler 1012 c Most Demanding Sprinkler Data 100.23 99.49 99.49 100.19 100.13 99.39 99.39 100.09 99.39 99.39 .8 35.594 16 •16.8 35.072 99.39 16.8 35.071 99.39 16.8 35.569 99.39 16.8 35.520 99.39 i 16.8 35.000 99.39 16.8 35.000 99.39 16.8 35.498 100.14 99.39 99.41 99.39 99.41 99.39 100.12 99.39 16.8 35.529 16.8 35.015 16.8 35.015 16.8 35.518 j{ © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:53:49AM Page 4 111 Job Number: 60051 - SYSTEM 1 NORTH Report Description: ESFR (1 NORTH Node Elevation(Foot) Fittings Pressure(psi) Discharge(qpm) 1 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 2 -3-0 S 20-11 S.r-35.594 20-11 S -35.072 20-11 Spr(-35.071) 20-11 Spr(-35.569) 21-4 S.r-35.520 21-4 S.r-35.00B) 21-4 S.r-35.000) 21-4 Spr(-35.498) 35.498 100.09 89.965 1197.49 35.594 100.23 99.49 99.49 35.072 35.071 35.569 35.520 35.000 100.19 100.13 99.39 35.000 99.39 21-9 21-9 3 100 21-9 21-9 -3-0 BFP(-3.740) 89.340 0-6 Spr(-35.529) 35.529 100.14 Seri 35.01) 35.015 99.41 Spr(-35.015) 35.015 99.41 Spr(-35.518) 35.518 100.12 101 102 BOR at Node 3 83.248 18-7Y P0(10-0) 69.606 18-10 PO 10-0) 69.156 19-0Y P0(10-0) 103 104 19-3 P0(10-0) 19-5% PO 10-0 68.731 105 19-8 P0(10-0) 106 19-10% P0(10-0) 107 108 109 110 111 20-1 P0(10-0) 20-3% P0(10-0) 20-6 P0(10-0) 68.329 67.947 20-8% P0(10-0) t t 20-11 P0(10-0) 65.769 67.586 67.242 66.915 66.605 66.311 66.032 112 20-9Y: P0(10-0) 65.655 113 114 19-11% P0[10-0) 20-4'% P0(10-0) 65.695 1 65.751 115 19-6% P0(10-0) 116 19-1% P0(10-0) 117 18-8% P0(10-0) 118 18-9Y: P0(10-0) 119 120 121 122 123 124 125 126 127 128 65.823 65.952 1- 66.119 18-10 POj10-0) 19-0'Y P0(10-0) 19-3 P0(10-0) 19-5'/ PO1_10-0j 19-8 P0(10-0) 19-10% P0(10-0) 20-1 P0(10-0) 65.949 65.879 65.765 65.627 65.462 20-3'/ PL10-0 20-6 P0(10-0) 20-8'/ P0(10-0) 65.264 129 + 20-11 P0(10-0) 130 20-91/2 P0110-0) 131 + 20-4'/ P0(10-0) 132 19-11'/ P0(10-0) 133 + 19-6'/ P0(10-0) 134 J 19-1'% P0(10-0) 135 136 137 + 138 4- 139 139 18-8'/ P0(10-0) 20-3'/ POL8-0J 20-3'/ P0(8-0) 140 + 141 ; 20-3'/ _ P0L8-X 20-3'/ P0(8-0) 20-81/2 P0(8-0) 20-8'/ P0(8-0) 142 20-81/2 P0(8-0) 143 20-81/2 P0(8-0) 144 21-11/2 P0(8-0) 145 + 21-1'/ P0(8-0) 146 i 21-1'/ P0(8-0) 65.030 64.757- 64.441 64.078 63.662 63.187 62.785 62.440 62.008 61.476 61.320 61.408 38.601 38.042 38.041 38.574 38.522 37.965 37.965 38.498 38.532 37.981 37.981 y, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:53:51AM Page 5 i { %, Hydraulic Analysis - 1 Job Number 60051 - SYSTEM 1 NORTH Report Description: ESFR (1 NORTH) Pipe Type Diameter Flow Velo!1_4, HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length GI Route 1 SP 1.6100 99.39 15.66 120 0.313687 0-7% Pf 2.701 _ 1007 21-4 99.39 16.8 35.000 Sprinkler, 8-0 Pe 0.264 142 20-8% 37.965 PO(8-0) 8-7% Pv BL 2.2030 1.16 0.10 120 0.000018 8-0 Pf 0.000 142 20-8% 37.965 Pe 141 20-8% 37.965 8-0 Pv BL 2.2030 100.55 8.46 120 0.069599 8-0 Pf 0.557 141 20-8% 99.39 37.965 Flow (q) from Route 2 Pe 140 20-8% 38.522 8-0 Pv BL 2.2030 200.68 16.89 120 0.249919 87-0 Pf 26.746 140 20-8'/ 100.13 38.522 Flow (q) from Route 9 20-0 Pe 0.684 116 19-1Y2 65.952 2P0(10-0) 107-0 Pv CM 6.3570 401.71 4.06 120 0.005177 10-0 Pf 0.052 116 _ _ 19-1% 201.03 65.952 Flow (q) from Route 5 Pe -0.181 115 19-6% 65.823 10-0 Pv CM 6.3570 601.83 6.08 120 0.010935 10-0 Pf 0.109 115 19-6% 200.12 65.823 Flow (q) from Route 3 Pe -0.181 114 19-11% 65.751 10-0 Pv CM 6.3570 648.59 6.56 120 0.012559 _ 10-0 Pf 0.126 114 19-11% 46.76 65.751 Flow (q) from Route 7 Pe -0.181 113 20-4% 65.695 10-0 Pv CM 6.3570 691.96 6.99 120 0.014157 10-0 Pf 0.142 113 20-4%: 43.37 65.695 Flow (q) from Route 13 Pe -0.181 112 20-91/2 65.655 10-0 Pv CM 6.3570 732.47 7.40 120 0.015728 9-11 Pf 0.156 112 20-9% 40.52 __ 65.655 Flow (q) from Route 16 Pe -0.042 111 20-11 65.769 9-11 Pv CM 6.3570 770.72 7.79 120 0.017281 10-0 Pf 0.173 111 20-11 38.25 65.769 Flow (q) from Route 17 Pe 0.091 110 20-8% 66.032 10-0 Pv CM 6.3570 807.24 8.16 120 0.018827 10-0 Pf 0.188 110 20-8% 36.52 66.032 Flow (q) from Route 30 Pe 0.091 109 20-6 66.311 10-0 Pv CM 6.3570 842.60 8.52 120 0.020380 10-0 Pf 0.204 109 20-6 35.36 66.311 Flow (q) from Route 27 Pe 0.091 108 20-3% 66.605 10-0 Pv CM 6.3570 877.36 8.87 120 0.021963 10-0 Pf 0.220 108 20-3% 34.76 66.605 Flow (q) from Route 28 Pe 0.091 107 20-1 66.915 10-0 Pv CM 6.3570 912.06 9.22 120 0.023597 10-0 Pf 0.236 107 20-1 34.71 66.915 Flow (q) from Route 24 Pe 0.091 106 19-10YA 67.242 10-0 Pv CM 6.3570 947.23 9.58 120 0.025308 10-0 Pf 0.253 106 19-10% 35.17 67.242 Flow (q) from Route 25 Pe 0.091 105 19-8 67.586 10-0 Pv CM 6.3570 983.33 9.94 120 0.027121 10-0 Pf 0.271 105 19-8 36.10 67.586 Flow (q) from Route 21 Pe 0.091 104 19-5%, 67.947 10-0 Pv CM 6.3570 1020.80 10.32 120 0.029064 10-0 Pf 0.291 104 19-51/2 37.46 67.947 Flow (q) from Route 22 Pe 0.091 103 19-3 68.329 10-0 Pv CM 6.3570 1059.98 10.71 120 0.031161 10-0 Pf 0.312 103 __ 19-3 39.19 _ 68.329 Flow (q) from Route 14 Pe 0.091 102 19-0'/ 68.731 10-0 Pv CM 6.3570 1101.20 11.13 120 0.033440 10-0 Pf 0.334 102 19-0'/ 41.22 _ 68.731 Flow (q) from Route 15 Pe 0.091 101 18-10 69.156 10-0 Pv CM 6.3570 1144.70 11.57 120 0.035925 10-0 Pf 0.359 101 18-10 43.50 69.156 Flow (q) from Route 18 Pe 0.091 100 18-716 69.606 10-0 Pv CM 6.3570 1197.49 12.10 120 0.039050 84-21/2 Pf 5.793 100 18-716 52.79 69.606 Flow (q) from Route 19 64-1'/: Pe 7.849 3 0-6 83.248 2E(12-7), ALV(35-2%), 148-4 Pv PIV(3-9'/:), BOR at Node 3 UG 8.3900 1197.49 6.95 140 0.007601 72-61/2 Pf 4.575 3 0-6 83.248 37-4 Pe 1.517 2 -3-0 89.340 E(30-6%), GV(6-9'/), BFP(-3.740) 109-10'/ Pv UG 8.3900 1197.49 6.95 140 ' 0.007601 68-7 Pf 0.625 __ 2 -3-0 89.340 13-7 Pe 1 -3-0 89.965 2GV(6-9'/), S 82-2 Pv © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:53:52AM Page 6 1 f Hydraulic Analysis Job Number 60051 -SYSTEM 1 NORTH Report Description: ESFR (1 NORTH) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure _ _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Upstream I Total Length Summary 500.00 Hose Allowance At Source 1 1697.49 o Route 2 SP 1.6100 99.39 15.66 120 0.313688 0-71A 8-0 8-7+%, Pf 2.701 Pe 0.264 Pv 1006 21-4 99.39 16.8 35.000 Sprinkler, 141 20-8Yz 37.965 PO(8-0) Gib Route 3 SP 1.6100 99.41 15.67 120 0.313809 0-7% 8-0 8-7+%, Pf 2.702 Pe 0.264 Pv 1011 21-9 99.41 16.8 35.015 Sprinkler, 146 21-1% 37.981 PO(8-0) BL 2.2030 0.57 0.05 120 0.000005 8-0 8-0 Pf 0.000 Pe Pv 146 21-1% 37.981 145 21-1% 37.981 BL 2.2030 99.98 8.42 120 0.068866 8-0 8-0 Pf 0.551 Pe Pv 145 21-1% 99.41 37.981 Flow (q) from Route 4 144 21-1% 38.532 BL 2.2030 200.12 16.84 120 0.248628 87-0 20-0 107-0 Pf 26.608 Pe 0.684 Pv 144 21-1% 100.14 38.532 Flow (q) from Route 10 115 19-6% 65.823 2P0(10-0) Route 4 SP 1.6100 99.41 15.67 120 0.313809 0-7'/z Pf 2.702 Pe 0.264 Pv 1010 21-9 99.41 16.8 35.015 Sprinkler, 8-0 145 21-1% 37.981 PO(8-0) 8-7% oae Route 5 SP 1.6100 99.49 15.68 120 0.314279 0-7% Pf 2.706 1003 20-11 99.49 16.8 35.071 Sprinkler, 8-0 138 20-3Y2 38.041 PO(8-0) 8-7%z Pe 0.264 Pv BL 2.2030 1.31 0.11 120 0.000023 8-01' Pf 0.000 138 20-3% 38.041 137 20-3% 38.042 8-0 Pe ;Pv _ BL 2.2030 100.80 8.48 120 0.069916 8-0 Pf 0.559 137 20-3% 99.49 38.042 Flow (q) from Route 6 136 20-3% 38.601 8-01 Pe Pv BL 2.2030 201.03 16.92 120 0.250729 I 87-0Y2 Pf 26.833 136 20-3% 100.23 38.601 Flow (q) from Route 12 117 18-8% 66.119 2P0(10-0) 20-0 107-0Yz Pe 0.685 Pv CM 6.3570 201.03 2.03 120 0.001438 10-0 Pf 0.014 117 18-8% 66.119 116 19-1% 65.952 10-0 Pe -0.181 Pv fib Route 6 SP 1.6100 99.49 15.68 120 0.314280 0-7%' Pf 2.706 1002 20-11 99.49 16.8 35.072 Sprinkler, 137 20-3% 38.042 PO(8-0) 8-0 8-7+% Pe 0.264 Pv iai Route 7 SP 1.6100 100.09 15.77 120 0.317811 0-7',4 Pf 2.736 1008 21-4 100.09 16.8 35.498 Sprinkler, 143 20-8% 38.498 PO(8-0) 8-0 8-7% Pe 0.264 Pv BL 2.2030 198.32 16.69 120 0.244516 70-6Yz Pf 22.142 143 20-8% 98.23 38.498 Flow (q) from Route 33 134 19-1% 61.320 2P0(10-0) 20-0 90-6% Pe 0.681 Pv CM 4.3100 396.70 8.72 120 0.033566 10-0 Pf 0.336 134 19-1% 198.38 61.320 Flow (q) from Route 11 133 19-6% 61.476 10-0 Pe -0.181 Pv CM 4.3100 595.67 13.10 120 0.071204 10-0 Pf 0.713 Pe -0.181 Pv 133 19-6% 198.97 61.476 Flow (q) from Route 8 132 19-11% 62.008 10-0 BL 2.2030 46.76 3.94 120 0.016884 181-7 Pf 3.741 Pe 0.002 Pv 132 19-11'/ 62.008 P0(10-0) 40-0 114 19-11'/ 65.751 3P0(10-0) 221-7 GI Route 8 SP 1.6100 100.12 15.78 120 0.317981 0-7Yz Pf 2.738 Pe 0.264 Pv 1012 21-9 100.12 16.8 35.518 Sprinkler, 147 21-1Yz 38.520 PO(8-0) 8-0 8-7Yz _ BL 2.2030 198.97 16.75 120 0.245989 i 70-6Y: Pf 22.275 Pe 0.681 Pv 147 21-1'/ 98.84 38.520 Flow (q) from Route 32 20-0 133 19-6Yz 61.476 2P0(10-0) 90-6Yz Route 9 SP 1.6100 100.13 15.78 120 0.317994 0-7% Pf 2.738 1005 21-4 100.13 16.8 35.520 Sprinkler, 8-0 140 20-8% 38.522 PO(8-0) 1 8-7% Pe 0.264 Pv o Route 10 [y, ©M.E.P.CAD, Inc. AutoSPRINK4 12 v12.0.54.0 8/4/2016 9:53:52AM Page 7 © M.E.P.CAD, Inc. =JlAutoSPRINK®12 v12.0.54.0 8/4/2016 9:53:52AM Page 8 i t iij/dfaulac AnaljtSIS - Job Number 60051 - SYSTEM 1 NORTH Report Description: ESFR (1 NORTH) Pipe Tyke Downstream Upstream Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Elevation Discharge K -Factor Pt Pn Fittings SP 1.6100 100.14 15.78 120 0.318070 0-7'/ 8-0 8-7% Pf Pe Pv 2.738 0.264 _ 1009 144 21-9 21-1% 100.14 16.8 35.529 38.532 Sprinkler, PO(8-0) Route 11 SP 1.6100 100.19 15.79 120 0.318398 0-7% 8-0 8-7% Pf Pe Pv 2.741 0.264 1004 139 20-11 20-3% 100.19 16.8 35.569 38.574 Sprinkler, PO(8-0) BL 2.2030 198.38 16.70 120 0.244642 70-6Y: 20-0 90-6'/ Pf Pe Pv 22.153 0.681 139 135 20-3% 18-8% 98.18 _ _ 38.574 61.408 Flow (q) from Route 34 2P0(10-0) CM 4.3100 198.38 4.36 120 0.009313 10-0 Pf Pe 10-0 Pv 0.093 -0.181 135 134 18-8% 19-1% 61.408 61.320 v Route 12 SP 1.6100 100.23 15.80 120 0.318605 0-71A 8-0 8-7% Pf Pe Pv 2.743 0.264 1001 136 20-11 20-3% 100.23 _ 16.8 35.594 38.601 Sprinkler, PO(8-0) wa Route 13 BL 2.2030 43.37___ 3.65 120 0.014687 181-7 Pf 40-0 Pe 221-7 Pv 3.254 0.001 131 113 20-4% 20-4% 62.440 65.695 PO(10-0) 3P0(10-0) v Route 14 BL 121 103 2.2030 39.19 3.30 120 0.012175 181-7 40-0 221-7 Pf Pe Pv 2.698 0.004 19-3 19-3 176.69 65.627 68.329 PO(10-0), Flow (q) from Route 23 3P0(10-0) op Route 15 CM 121 120 4.3100 137.51 3.02 120 0.004728 10-0 10-0 Pf Pe Pv 0.047 0.090 19-3 19-0'% 176.69 65.627 65.765 Flow (q) from Route 23 BL 120 102 2.2030 41.22 3.47 120 0.013369 181-7 40-0 221-7 Pf Pe Pv 2.962 0.004 19-0'/a 19-0% 65.765 68.731 PO(10-0) 3P0(10-0) wa Route 16 CM 4.3100 548.90 12.07 120 0.061209 Pe 1 10-0'Pf 10-0 Pv 0.613 -0.181 132 131 19-11%62.008 20-4% 62.440 CM 4.3100 505.54 11.12 120 0.052564 10-0 10-0 Pf Pe Pv 0.526 -0.181 131 130 20-4% 20-9% 62.440 62.785 BL 2.2030 40.52 3.41 120 0.012952 181-7 40-0 221-7 Pf Pe Pv 2.870 0.000 130 112 20-91/2 20-9% 62.785 65.655 PO(10-0) 3P0(10-0) fhb Route 17 CM 4.3100 465.02 10.23 120 0.045037 9-11 9-11 Pf Pe Pv 0.446 -0.044 130 129 20-9Y% 20-11 62.785 63.187 Z BL 2.2030 38.25 3.22 120 0.011641 181-7 40-0 221-7 Pf Pe Pv 2.579 0.002 129 111 20-11 20-11 63.187 65.769 PO(10-0) 3P0(10-0) air Route 18 BL 2.2030 43.50 _ 96.29 3.66 120 0.014768 181-7 40-0 221-7 Pf Pe Pv 3.272 0.004 119 101 18-10 18-10 65.879 69.156 PO(10-0), Flow (q) from Route 20 3P0(10-0) GI Route 19 CM 4.3100 52.79 1.16 120 0.000804 56-6''A Pf 13-7 Pe 70-2 Pv 0.056 0.013 119 118 _ 18-10 18-9Yz 96.29 65.879 65.949 Flow (q) from Route 20 2E(6 -9'V2) BL 2.2030 52.79 4.44 120 0.021132 1134-10% 34-3'/z 169-2 Pf Pe Pv 3.575 0.082 118 100 18-9'/ 18-7'/: 65.949 69.606 PO(10-0) E(4-3%), 2P0(10-0) ob Route 20 CM 4.3100 96.29 2.12 120 0.002446 10-0 Pf Pe Pv 0.024 0.090 120 119 19-016 18-10 65.765 65.879 10-0 o Route 21 BL 2.2030 36.10 120 0.010463 181-7 Pf Pe Pv 2.318 0.004 123 105 19-8 19-8 250.26 _3.04 65.264 67.586 PO(10-0), Flow (q) from Route 26 3P0(10-0) 40-0 221-7 GO Route 22 © M.E.P.CAD, Inc. =JlAutoSPRINK®12 v12.0.54.0 8/4/2016 9:53:52AM Page 8 i� f Hydraulic Analysis Job Number 60051 -SYSTEM 1 NORTH Report Description: ESFR (1 NORTH) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 4.3100 214.16 4.71 120 0.010730 10-0 Pf 0.107 123 19-8 250.26 65.264 Flow (q) from Route 26 122 19-5% 65.462 Pe 0.090 10-0 Pv BL 2.2030 37.46 3.15 120 0.011203 181-7 Pf 2.482 Pe 0.004 Pv 122 19-5Yz 65.462 PO(10-0) 104 19-5Yz 67.947 3P0(10-0) 40-0 221-7 GI Route 23 CM 43100 176.69 3.89 120 0.007518 10-0 10-0 Pf 0.075 Pe 0.090 Pv 122 19-5Yz 65.462 121 19-3 65.627 Route 24 BL 22030 34.71 2.92 120 0.009726 181-7 40-0 221-7 Pf 2.155 Pe 0.003 Pv 125 20-1 320.13 64.757 PO(10-0), Flow (q) from Route 107 20-1 66.915 29 3P0(10-0) Route 25 CM 43100 285.43 6.28 120 0.018257 10-0 10-0 Pf 0.183 Pe 0.090 Pv 125 20-1 320.13 64.757 Flow (q) from Route 29 124 19-10% 65.030 BL 2.2030 35.17 2.96 120 0.009967 181-7 40-0 221-7 Pf 2.208 Pe 0.003 Pv 124 19-10%z 65.030 PO(10-0) 106 19-10Y2 67.242 3P0(10-0) Route 26 CM 43100 250.26 5.50 120 0.014314 10-0 10-0 Pf 0.143 Pe 0.090 IN 124 19-10% 65.030 123 19-8 65.264 op Route 27 BL 22030 35.36 2.98 120 0.010066 181-7 40-0 221-7 Pf 2.230 Pe 0.003 Pv 127 20-6 390.25 64.078 PO(10-0), Flow (q) from Route 109 20-6 66.311 31 3P0(10-0) imp Route 28 CM 43100 354.89 7.80 120 0.027317 10-0 10-0 Pf 0.273 Pe 0.090 Pv 127 20-6 390.25 64.078 Flow (q) from Route 31 126 20-3Y% 64.441 BL 2.2030 34.76 2.93 120 0.009753 181-7 40-0 221-71Pv Pf 2.161 Pe 0.003 126 20-3Yz 64.441 PO(10-0) 108 20-3Yz 66.605 3P0(10-0) Route 29 CM 43100 320.13 7.04 120 0.022574 10-0 10-0 Pf 0.226 Pe 0.090 Pv _. _ _ 126 20-3Yz 64.441 125 20-1 64.757 Route 30 CM 43100 426.77 9.38 120 0.038424 10-0 10-0 Pf 0.384 Pe 0.090 Pv 129 20-11 63.187 128 20-8V 63.662 BL 2.2030 36.52 3.07 120 0.010686 181-7 40-0 221-7 Pf 2.368 Pe 0.003 Pv 128 20-8Yz 63.662 PO(10-0) 110 20-8Yz 66.032 3P0(10-0) Route 31 CM 43100 390.25 8.58 120 0.032564 10-0 10-0 Pf 0.326 Pe 0.090 Pv 128 20-8Yz 63.662 127 20-6 64.078 GI Route 32 BL 22030 98.84 8.32 120 0.067426 8-0P1 8-0 0.539 Pe Pv 146 21-1% 37.981 147 21-1Yz 38.520 GI Route 33 BL 22030 98.23 8.27 120 0.066651_ 8-0 8-0 Pf 0.533 Pe Pv 142 20-8Yz 37.965 143 20-8Yz 38.498 oai Route 34 _ BL 22030 98.18 8.26 120 0.066594 8-0 8-0 Pf 0.533 Pe Pv 138 20-3%z 38.041 139 20-3% 38.574 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier 4.87 Actual Inside Diameter Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. gig AutoSPRINK® 12 v12.0.54.0 8/4/2016 9:53:52AM Page 9 111 Hydraulic Analysis Job Number: 60051 - SYSTEM 1 NORTH Report Description: ESFR (1 NORTH) Pipe Type Downstream Upstream Diameter Elevation Flow Velocity HWC Discharge K -Factor Pt Pn Friction Loss Fittings Pipe Type Legend Units Legend r Length Pressure Eq. Length Summary Total Length 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 AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z -r Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22%° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. MAutoSPRINK®12 v12.0.54.0 8/4/2016 9:53:52AM Page 10 ToI-Brace Seismic Calculations Red Hawk Fire Protection Project Address: Grainger Tukwila 1002 N. Meridian Suite 100, B Puyallup, WA 98371 B- Ij ne 6725 S. Todd Blvd 253-840-9900 by ; f[.N Tukwilla, WA 98188 REDHAHF901QP Job # 60051 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80' 0" (24.38 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 0" (2.13 m) Fig. 4LA Clamp 707 lbs (321 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please 0.42" (11 mm) Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration UR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) 6111E t TOW° no UNIVERSAL SWAY Force Factor (Cp) 0.67 MACEATTACN16NT MACE F" Fastener Information Fastener Orientation NFPA Type B 6W1EI-T°N.I.CO"o 4A MACEAfl*CNYENT /: Maximum Load 285 lbs (129 kg) ;i Diameter 5/8" L---- -i� ,K — • - — 4 tom" 41.ALength - 4 , n - IT WSJ Type Through Bolts Brace Identification on Plans Worst Case 2.5" Line Long. Orientation of Brace Longitudinal Braced Pipe: 2" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2" Sch.7 Steel Pipe (50.8 mm) 80ft (24.4 m) 203 lbs (92 kg) 3" Sch.7 Steel Pipe (76.2 mm) 1ft (0.3 m) 5 Ibs (2 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 16.33ft (5 m) 39 lbs (18 kg) Percentage added for Fittinrs and Sprinklers 15% 37 lbs (16.78 kg) Total Adjusted Load of all pipe within Zone of Influence 285 lbs (129 kg) {Tol-Brace Verizon 8) ToI-Brace Seismic Calculations Grainger Tukwila 6725 S. Todd Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 60051 Worst Case 2.5" Line Long. NFPA Type B 2" Sch.7 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 45° Through Bolts 4 Summary of Pipe within Zone of Influence B -Line by EIT•N 2" Sch.7 Steel Pipe (50.8 mm) 80ft (24.4 m) 3" Sch.7 Steel Pipe (76.2 mm) 1 ft (0.3 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 16.33ft (5 m) ! WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC RR�EDHAWHF901 QP // ` t,„„-ua 08/04/16 Expires Signature Date 12/31/16 I. a G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 285 lbs (129 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 285 lbs (129 kg) Fig. 4LA Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member 4" x 18" GLU-LAM Beam Calculations prepared by David Fox * 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 8 Visit us at www.tolco.com ToI-Brace Seismic Calculations Red Hawk Fire Protection Project Address: Grainger Tukwila 1002 N. Meridian Suite 100, B Puyallup, WA 98371 B L.i ne 6725 S. Todd Blvd 253-840-9900 by Er -1'N Tukwilla, WA 98188 REDHAHF901QP Job # 60051 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length T 0" (2.13 m) Fig. 1001 Clamp 1131 lbs (513 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading 0.42" Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration (11 mm) UR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) Force Factor 0.67 TOLCO FIG. 98 UNIVERSAL SWAY BRACE (Cp) ATTACHMENT STEEL PIPE 0 Fastener Information Fastener Orientation NFPA Type B ' "4 7, ,"/ i Maximum Load 395 lbs (179 kg) , - , Diameter 5/8" TOLCO FIG. 1001 V / ; ' Length 7 FAST CLAMP 4 Type Through Bolts Brace Identification on Plans Worst Case 4" Main Lateral Orientation of Brace Lateral Braced Pipe: 4" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 30ft (9.1 m) 218 lbs (99 kg) Percentage added for Fittings and Sprinklers 15% 33 lbs (14.97 kg) Total Adjusted Load of all pipe within Zone of Influence 251 lbs (114 kg) {ToI-Brace Verizon 8) ToI-Brace Seismic Calculations Grainger Tukwila 6725 S. Todd Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job* 60051 Worst Case 4" Main Lateral NFPA Type B 4" Sch.7 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 45° Through Bolts 7 Summary of Pipe within Zone of Influence B -Line by E:T•N 4" Sch.7 Steel Pipe (101.6 mm) 130ft (9.1 m) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC RREDHAWHF901 QP �6cJwv K% - 08/04/16 Signature Date 1. G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 251 lbs (114 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 395 lbs (179 kg) Fig. 1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member 7" x 33" GLU-LAM Beam Calculations prepared by David Fox * The description of the Structural Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: Grainger Tukwila 6725 S. Todd Blvd Tukwilla, WA 98188 Job # 60051 Red Hawk Fire Protection 1002 N. Meridian Suite 100, B Puyallup, WA 98371 253-840-9900 REDHAHF901 QP Calculations based on 2013 NFPA Pamphlet #13 B -Line by Ff[•N Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material Angle from Vertical Least Rad. of Gyration L/R Value Max Horizontal Load 1" Sch.40 45° Min. 0.42" (11 mm) 200 1310 lbs (594 kg) Force Factor (Cp) 0.67 Tolco Component Fig. Number Fig. 4LA Clamp Fig.980 Universal Swivel Adjusted Load 707 lbs (321 kg) 1425 lbs (646 kg) *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. Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type B 395 lbs (179 kg) 5/8" 7 Through Bolts Assembly Detail MOIL I TOLCO MO 014VENSAL SWAT BRACE ATTACHMENT FW HLA (P , WS U A (V• ,TIPS) Brace Identification on Plans Worst Case 4" Main Long Orientation of Brace Longitudinal Braced Pipe: 4" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 30ft (9.1 m) 218 lbs (99 kg) Percentage added for Fittings and Sprinklers 15% 33 lbs (14.97 kg) Total Adjusted Load of all pipe within Zone of Influence 251 lbs (114 kg) {Tol-Brace Verizon 8} ToI-Brace Seismic Calculations Grainger Tukwila 6725 S. Todd Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 60051 Worst Case 4" Main Long NFPA Type B 4" Sch.7 Steel Pipe 30' 0" (9.14 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 45° Through Bolts 7 Summary of Pipe within Zone of Influence B -Line by E:T'N 4" Sch.7 Steel Pipe (101.6 mm) 1308 (9.1 m) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901QP 'ircJt�n,�:c� 7o ye- 08/04/16 Signature Date 1 G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 251 lbs (114 kg) 1310 lbs (594 kg) 395 lbs (179 kg) 707 lbs (321 kg) 1425 lbs (646 kg) 7" x 33" GLU-LAM Beam Calculations prepared by David Fox * 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 8 Visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: Grainger Tukwila 6725 S. Todd Blvd Tukwilla, WA 98188 Job # 60051 Red Hawk Fire Protection 1002 N. Meridian Suite 100, B Puyallup, WA 98371 253-840-9900 REDHAHF901QP Calculations based on 2013 NFPA Pamphlet #13 B -Line by E11PN Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Maximum Brace Length T 0" (2.13 m) Bracing Material Angle from Vertical Least Rad. of Gyration UR Value Max Horizontal Load 1" Sch.40 45° Min. 0.42" (11 mm) 200 1310 lbs (594 kg) Force Factor (Cp) 0.67 Tolco Component Fig. Number Fig. 1001 Clamp Fig.980 Universal Swivel Adjusted Load 1425 lbs (646 kg) 1425 lbs (646 kg) "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. Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type B 790 lbs (358 kg) 5/8" 7 (2) Through Bolts Assembly Detail TOLCO FIG. 98 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 1001 FAST CLAMP STEEL PIPE Brace Identification on Plans Worst Case 6" Main Lateral Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 30ft (9.1 m) 463 lbs (210 kg) Percentage added for Fittings and Sprinkiers 15% 69 lbs (31.3 kg) Total Adjusted Load of all pipe within Zone of Influence 532 lbs (241 kg) {Tol-Brace Verizon 8} ToI-Brace Seismic Calculations Grainger Tukwila 6725 S. Todd Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 60051 Worst Case 6" Main Lateral NFPA Type B 6" Sch.10 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 45° (2) Through Bolts 7 Summary of Pipe within Zone of Influence B -Line by E;T•N 6" Sch.10 Steel Pipe (152.4 mm) 130ft (9.1 m) r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC RREDHAWHF901QP 08/04/16 Signature Date 7 a G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 532 lbs (241 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 790 lbs (358 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member 7" x 33" GLU-LAM Beam Calculations prepared by David Fox • The description of the Structural Member is for informational purposes anti. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: Grainger Tukwila 6725 S. Todd Blvd Tukwilla, WA 98188 Job # 60051 Red Hawk Fire Protection 1002 N. Meridian Suite 100, B Puyallup, WA 98371 253-840-9900 REDHAHF901QP Calculations based on 2013 NFPA Pamphlet #13 B -Line by E:"E*N Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material Angle from Vertical 1" Sch.40 45° Min. Least Rad. of Gyration 0.42" (11 mm) UR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.67 Tolco Component Fig. Number Fig. 4LA Clamp Fig.980 Universal Swivel Adjusted Load 1131 lbs (513 kg) 1425 lbs (646 kg) *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. Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type B 790 lbs (358 kg) 5/8" 7 (2) Through Bolts Assembly Detail E•"MEjTOLCOnOILA BMCO ATTACH 0.1x101 role° no we UNVE"EAL SWAY 01ACEATTACNMENT BRACE PIP Fm 4LA 1'' ••tel Ela 4LA (r• 11. IPS) Brace Identification on Plans Worst Case 6" Main Long Orientation of Brace Longitudinal Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 30ft (9.1 m) 463 lbs (210 kg) Percentage added for Fittings and Sprinklers 15% 69 lbs (31.3 kg) Total Adjusted Load of all pipe within Zone of Influence 532 lbs (241 kg) {Tol-Brace Verizon 8) ToI-Brace Seismic Calculations Grainger Tukwila 6725 S. Todd Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 60051 Worst Case 6" Main Long NFPA Type B 6" Sch.10 Steel Pipe 30' 0" (9.14 m) Longitudinal 1" Sch.40 7'0"(2.13 m) 200 45° (2) Through Bolts 7 Summary of Pipe within Zone of Influence B -Line by EJ•N 6" Sch.10 Steel Pipe (152.4 mm) 30ft (9.1 m) 1• WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP Yom/ W V;G% v -mac- 08/04/16 Signature Date N. G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 532 lbs (241 kg) 1310 lbs (594 kg) 790 lbs (358 kg) 1131 lbs (513 kg) 1425 lbs (646 kg) 7" x 33" GLU-LAM Beam Calculations prepared by David Fox * 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 8 Visit us at www.tolco.com 6-125 `-61✓d� CONTRACT NO 18-S4 CUSTOMERS PO N0. SYSTEM NO. SHEET NO. _ _!___ OF IZ CUSTOMERS NAME Mc Csaid PRO,lGc1 543 DRAWING NO, I-% oP 2 ADDRESS OL1 MPtC LIVE . 4 -do• i ToDP Ekt.40. • s t•kYe¢ So • 1 14‘)0441444k• ?eAg.K. DESCRIPTION OF HAZARD OFFICE 11 Witbg NOL) AUTHORITY HAVING JURISDICTION FACTOR`i MUTuoL ! CIN of TUK.wltL.A CALCULATIONS BY M• FLJMAOTO AT FIRE PReJEN110►a DATE i -ZS -18 BASIC DESIGN DATA DENSITY GPM. / FT.2 .3 PM F;• Z- �, � AREA OF WATER APPLICATION FT.2 3000 FT• z C i 3 i578 TOTAL HOSE WATER ALLOWANCE GPM 1O4)Q I'I.6��t6t�o��NQ4Ee OTHER WATER ALLOWANCE GPM. ! gI[icf: P►K.�*UEi`oPP ,rS;:9S, REMARKS %41&4 404115? -iii, A4 ve INI<, Fez-coR.til hA►XCUsL . L1-14-1&) FLOW TEST DATA STATIC P M$ P(01SJ RESIDUAL P.S.I. 'Prot G.P.M. FLOWING 240 CaPI,A TEST GAUGE LOCATION a ELEV. FLOW HYDRANT LOCATION REMARKS F4G31:Xty Mu•ruA.L Fl -ow TEST FIRE PUMP DATA RATED G.P.M.. RATED P.S.I. ELEVATION TYPE OF PUMP REMARKS ELEVATED TANK DATA DISCHARGE PIPE SIZE TANK CAPACITI TANK BOTTOM .ELEV. HIGH WATER E QTHER DATA UNDERGROUND PIPE - LINED to l4Q BUILDING HEIGHT t41-40" CALCULATION SUMMARY G.RM. REQ.() 12'4'4.1 CaPIA PSI REQID 140 Pel Rarine.awc.0 co z Ev 4.3,3 C U a w 7 11 • Cu.. u w — .•= • - L O g - `m m U 7 Lr 4 ci) p =, c w 3 c t S i' . F. • UNLINED s � ?O� H f° 5 „ C s.� LOCATION Ir1YpctsyuC REMARKS AL.V. - ALARM VALVE C -CROSS CV -SWING CHECK VALVE DEL.V.- DELUGE VALVE DPV -DRY-PIPE VALVE E - 90° ELBOW EE - 45° ELBOW GEM 4322 PRINTED IN U.S.A. 7-74 ABBREVIATIONS G.P.M.- GALLONS PER MINUTE GV - GATE VALVE L.T. E. - LONG TURN ELBOW PE PRESSURE LOSS DUE TO ELEVATION PF -PRESSURE LOSS DUE TO FRICTION P.S.I. - POUNDS PER SQUARE IN. PT - TOTAL PRESSURE IN P.S.I. Q - FLOW INCREMENT Q - SUMMATION OF FLOW ST -STRAINER T - TEE QS N 'Palm til, FV.S+ ()To G0NA90 ate 1. -:OOP VI _ 1- ZS--! , rC► 03 rn „ 8- V, 210-1 , V\ 1 -CF "Pt ACAW.-A1,-A, 9- ti t -vt) t /170 -141, 0 ' 1 1 1 4 CONTRACT NO 15"" NAME: I'Vie. P¢-4.)ec•r + 595 ADDRESS: OL:IKAPIC. LIVE So. Topp Twp - erovtNGErNr6YL 4.>a 1u Paa,KaL MULTIPLY SCALE BY I PSI to 0 0 Ot N1.85 GRAPH SHEET NO .._OF 12 -- SYSTEM NO. 1 DATE: -1-2-S"1' 0 It el 14,4 in I 0 GEM 4323 PRINTED IN U.S.A. 7-74 {I1'". r t•il d 4t 0 0 a, CONTRACT NO. 18-34 NAME Mc C•.11.%R.-O-1K-T• ✓9`-3 LOCATION Go►-APot.) aO LOOP GAL COL,wTtO�JS SHEET DATE -1-26-lb iZ. NOZZLE FLOW TYPE & IN LOCATION G.P.M. AMMINOMMIMWOOftimoftwrimminma PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT 1.-._,.1.1.1.,.-.•-. NEQUIREO P.S.I. HYD. REF.PI 0 ELEV. NOTES 0 j.,G H 10 FTG.. -PF TOT 1 D • ob". PT ^4a.24 ,o4 PE 11 GLULKV�11` LcoP Le - __ 1-4,1 G 0 i.o Q 20.9• 3 LGTH. 1 o •0(017 `PT PT ZS,Z$ IS J i; :9, X Zoa.� q _ 2.cy••� 4 'A.- 1-Ork. _ coo La1 1 Q2443., OT. 10 LGTH. 121.5 PE 28,9 � � 0 212.2 3 LIC , 5 TG. (p .1 • I aloof 4PE PF 231 .S r< 4,-. 212-12 LW u 1 0481.1 T .144 OT. 12e.2 Q 3 LGTH. 9o. ' 16409 PT 52.8 20 2 - LIE =10IFTG. 13,4 PF 19.36 Q `�1.1 x,744 OT. !05.-1 PE �pU 0 VA. 40 ' GTH. 2.4,..1 •` 0(O PT 12,11 PF20.15 Zi "TL 15 TG. 2.0,2PF OT. 41.1 4Pl.IT Q X64 ;1 = .744 Q 3149.4 0 U 14,1 LGTH. PT 93.0 10 AVE:ww►a �3_oz+ 2.64 z FTG. PF TOT. PE .�u�v oMw ot•vr./ 0 (p .GTH. 18•4o .0311 PT 92,t10 -�--- _ '2.15'5C TG- PF .409 ai114.4 Fc0 OT. 15. , PE_ '�� 40,-..,,e0 15d ce,.,►. GTH • F¢ol.�l 4'tr-4/2-1" 00 2 P T 93,52 10 To? oftz-,evee 4 - t sa of gVae cc" a�... � TG. P F 1.10 012(04.1. a 5 -GN =IL OT. LGTH. 1�,6•5 FTG• -c,€5 PE 11.28 'PT 10(0.50 01 2co.1' :>_09 -•6,-- T=.5S.t�Ilt PF 2,o1 15 x t.33 TOT. ,33,5, PE ,012(04.1- 0 •AKt1$C, 171 LGTH• Fcz.ov.n PT 1Q$•51 ocv FTG•G�zT TOT PF 1.54 Q 12(04,1 _IN„ PE v �, 40,--,e 0 50o 'LGTH. PT 109.05 $ FTG • TOT. LGTH. FTG• P F 0 11(e4. Ir 0 PE PT PF , . 0 TOT. PE o LGTH. PT pF PE FTG. 0 TOT. 0 LGTH PT 'PE , 0 TO . 0 PT PF _LOTH. FTG. 0 TOT. PE 0 1.6TH. FTG• PT PF 0 0 'TOT. LGTH. PE PT FTG. PF PE_ - • , TOT. o LGTH. PT FTG• PF TOT. pi PT GEM 4321 PRINTED IN U.S.A. 7-74 CONTACT NO. 15 -774• r AME LA6. C..4.00 LOCATION Cot.\1b01J0 LooV) LeuL,e►-1-1Ot3 . SHEET NO OF 12 - DATE -DATE 1 -ZS --1S NOZZLE TYPE a LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH FRICTION LOSS PSI/FT REQUIRED P.S.I. HYD. REF P1 0 ELEV. NOTES LGT�10 PT za, .4 fl Co�TE-2.- Q FTG. - .6z415 Pr ,-.:„.0 Gwctc.wv6 Loop LaGri L1.11_ Q 1"18.? TOT. to PE PT St,. e4 ico Q Z3t3.le 0 4t4,,9_ 3 LGTH. to • 1434 Jie,.f.. xz=,.,.� TG. - P�' t .43 -:.e.L, 4 = 7-36.4v Li.f 2 OT. to PE 0 211:0,1 3 LGTH. t, S , 3t0�O PT Z1L9� r PF_ X5 t S `q` f zaa.s z."t.q� dz= 214.* Luc 5 FTG. 10.1 Lt.l 1 0(v33.0 � ."144- TOT. 8,2 PE Q 0TH. -1,. FTG..310(0 PT,52.2 14 PF 24dO $3_6033.0 T. "Ig, PIE yP,,►r 255.0255.0GTH. 3 ft.o .1034 , ►d4 PTr1,21 PF F5•3e- i3 TG. 0T. 51.0 11,$ ' FTG. t�.4 Q 34914.3 QJLGTH. PE Pr !05,55 , 12 2•LIE =10 PF tS:'( 0 4-.144 *TOT. Le�.2 PE Q GTH. 54,2 Ty 2.0.2 OT -744. GTH• , *04 PT S4,9 3r t t to T • t5 PF '1,'4 PE PT '2,104 PF 0?A44 Q - .1444 TGC. OT. 0 PE Q LGTH. FTG. Pt ---- Pr 0 TOT. LGTH. PE 'Pr Q FTG. PF 0 Q TOT . *LGTH. -FTG. PE PT PF 0 TOT. PE o .•GTH • FT FTG • TOT. LGTH. FTG. pr 0 Q ,PE PT PF PE r 0 TOT. Q 176TH ET.P TOT. Pr F 0 'PE 0 F FTG. PF 0 TOT. PE o ,LOTH. FTG. PT PF PE 0 TOT. o 3 LGTH. 113.6 FTG• 40,5 .0103 PTS?.2L PF 15.0co t3 '-Xk-t T 02155, lot o .2_-r.10 y ;144 ,TOT. 214.1 LGTH. PE PT 12.2 i FTG• PF TOT. PE PT EM 4321 PRINTED IN U.S.A. 7-74 CONTRACT NO. S -?)4 NAME %Ac c e -c• LOCATION NYbea.ouL LtNe It I SHEET NO OF_lZ DATE 1,7 NOZZLE TYPE & LOCATION FLOW IN G.P.M. p PIPE SIZE -,,$) FITTING 8 DEVICES PIPE EQUIV. LENGTH LGTH. v FRICTION LOSS P.S.I./FT REQUIRED P.S.I. PT !Co•iao HYD. REFPT ELEV. NOTES FTG. - Oto PF -,-,�, TTTT L 0 TOT. I o PE 1--) o � �� �• LGTH. _- PT I'.2 TOT• "L ' ?,V3e PF ;,, I PE o LGTH. .PT 22.92 FTG. PF Q ,TOT. PE V -,-..J LGTH. io PT 140.4,0 FTG. - PF ,-to Q �3 14 TOT. 1 o o �/ FE Q 3 To-)LGTH. . io PT l 1 1c FTG. PF 1.21 -- Q 40G0.1 I TOT. lo 42x7_. PE o ''�4 Y� LGTH. 0 FTG. - PT 1S,51 PF Z , 6,�}- Qlo1•0 12 TOT. .o • 2Fo38 PE p 31,2 LGTH. .010PF PT 2 i , l 5 1=to FTG• to TOT. t 2,�7 Q 153.8 PE Q J LGTH. PT 2;1, .12- At7-1 4 12.5, ", x;o8•: Q l�8.� PF �I.GTH. T PE 4P2.1 / 0 G�.� C -r, -1-,‘"-- :> 3(04o ET 23.72 Q -, 6,9 .7 --',13 FTG- .. PF 4,19 Q 208. S TOT. ; :. �� PE o LGTH. PT 2-1,91 FTG. PF Q TOT PE o LGTH. PT FTG• QEi. TOT. PE o LOTH. • PF O TOT. PE o LGTH. FTG. PT PF - Q TOT. . PE o LGTH PT FTG. TOT. PF Q PE o __ LGTH. PT FTG• PF Q o TOT. LGTH. J PE PT FTG• PF ' Q __ TOT. LGtH. __ "_ TOT. PE PT ___. _ _._ __o o - Q --r-_FTG PF PE o �.� - LGTH �... FTG_ TOT. PT Q PF PE PT I;EM.4371 PfINTEt) IN 11...' A. 7-74 CONTRACT NO. 15 -"f:.,4 NAME kAc. t� PP1+t✓GT ' 595- LOCATION 9 - LOCATION NY'7RAUL.t C.Z-- SHEET NO_ L...OF 1Z DATE "72-7rs NOZZLE TYPE a LOCATION FLOW IN G.P.M. o PIPE SIZE ILO FITTING a DEVICES Z,Gfi, PIPE EQUIV. LENGTH to FRICTION LOSS P.S.I./FT REQUIRED P.S.L.. PT 1(o.too HYD. REF.PT 0 ELEV. NOTES FTG. -. 2.l4)447 PF 2'4°5.TT PE TT 1-13 0 33 ( —I-- TOT io O35 5 uN t% LGTH. 5 PT 19• LS T 4. FTG. 6 333(0 PF 3.40-1 t:)625. o TOT. t l -GTH. • PE FrT ZZ.`,2 FTG. PF 0 TOT. PE Q T� 12- LGTH. to PT t(0.420 FTG. — ± • 0330 PF .33 0 33 1 OT. to PE CI 33.3 - I i GTH. 5 - 1199 PT 1(0.615 L0.3 C.: FOC - 5-r0� - oP TG. - PF . (Do 0 Colt, 3 TOT. - PE 0 32 l'LGTH. Z 5 .0148 PT 11.63 J x1.53 FTG. - PF1 )k Zoo 4 11.53 c? = 62, co 0 %a., TOT. 5 PE p T"' j...GTH. to PT 1 • oto 34,3 Z 12..,,e, PF 1.30 013.2 TOT. t PE Q 5 xM 2 LGTH. c, .24400 PT l9, ZO G9.4 Q T - to FTG. to__ PF 3.40q 0 LL05•1. TOT. 15 PE p '1. LGTH. :x(025 PT 22, 8' z2.a „ t • f i.z.a9 �s Q = U.06.8 FTG. PF 0 tco8.8 TOT. i.,.... PE �T 2Z,gZ o Lo$ 5 '21'LGTH• 4 2 -- o FTG. to PF 532 0 2,7.3 p TOT. tt . � LGTH. PE PT 28.24 FTG• PF 0 TOT. PE o 1LGTH. PT FTG. PF 0 o 'LGTH. TOT. P PT FTG. fF 0 TOT. PE o LGTH FTG. PT PF 0 TOT. PE p PT PT .LGTH• _ FTG. PF 0 TOT. PE o LGTH. PT FTG. .k -it PF = 0 T,0 TOT. LGTH.t`5 _ FTG. _ _ JOT. t•S� LGTH PE PT 10 , 4oZ -. _.___ - O -- 4 1 PF .20 PE •Co5 PT II.53 PF y -I.5' o 0FTG. • TOT. PE PT GEM 4321 PRINTED IN U.S./ 7.74 CONTRACT NO. 75-34- NAME e-34- NAME N`e_ G s►-at`i 192.0 -Se GT *1" LOCATION BYPR4j)LIC Liu SHEET NO...OF IZ DATE 1-Z5--78 NOZZLE TYPE a LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a 'EVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.L/FT REQUIRED HYD. REF. PT 0 ELEV. NOTES o •c. _ GIN 1O _ FTG. -• 033O ' 'MI MI 0 33 12. TOT. to PE p 33 3 LGTH. i o ' TG. 0690.3 tz QT. to ,119�j PE 0 ?A.,5 TW GTH. o i TG. Oloo.t, 2" QT. to .0/'75 . q 36"Zu µ 2 GTH. 4.2sPT 18,9 TG. to 0 1549.0 t OT. 14.26 •162---' Z Q GTH. PT 21.2 TG. • U33o PF • T I Z OT GTH. t oPT 4 • . FTG, - OT to PF , 3 0 3 PE . 55.3 STHru). o tlg� PT lc0,93 TG. - PF 1.20 • - OT. 10 PE .ToGTH• rTG.• to ©-t-� S PT la . PF .lb 0 1�.� OT. i o PE Q 35,2 GTH. �.�s 16o.Z. PT v. - A.D.1 Q FTG to PF ,ao 0 1360•P TOT• 15.'I5 PE LGTH• PT I. t\ ?-2:172,1st / z,►. zs " 1.0• , . 11117 OT LGTH. I. S .5980 Q 313(o • 8 • -1,-FT G t o PF :: • TOT• t t . 5PE iiiiiiiiLOTH. PTr QCE pT "F MIEFT0TGT: Q LGTH PT all 111111111111111FTG. PF IIIIIIIIIIIIIIIIIIF 0 1111.1111111TOT. LGTH• PFPE TOT. LGTH. r FTG•pF • TOT.PE • LGTH.pT FTGPF TOTPE LGTH_ • IN PF T.T. 1111111111 PT OEM 4321 PRINTED IN U.S.A. 7.74 CONTRACT NO.15-2A- 141 6 .Iiia LOCATION N`(pC.Aot-tc LtUe '* 4 - -)A-)Arl rl SHEET NO 6) OF 12 DATE 1- z.5 7g NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTINGPIPE laLENGTH sEVICES EQUIV. FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF.PT Q ELEV. NOTES Q 1 G_Ifi FTG. - 033o PT ►(o,t,o tr TT T r T 1 PF .3- Q 33 �'' TOT• t o PE Q 33.3 LGTH. i • itoil PT 1(0. ",, TG PF t,2 v Q 6(0.3 QT• to PE Q 5 GTH. �o • Z(ooZ 'T .1 TG. PF 7 o 0 loo .5 QT. tc> PE Q ,� GTH. 4 • _ 16,90 PT .1. T=tu TG• 1� PF 2.qI Q 15� .'1 Q t OT. i 4.25 *E PT • 14 TG• PF Q EMI= OT.PE -ra , GTH. toPT tto.(go FTG• . 12 1111111111OT. o • 0330 . Q GTH. D35'i PT I(Afi3 TG• - PF .15 Q 6,4).3OT. 5 PE GTH. 5 a?42 PT 11.11v tip ..11,5' x '.c°.4 Q` 32.Z TG PF ,31 ., .. OT. ., PE GTH. o .1283 Pr 11.4-5 FTG PF 1,25 2.1 TOT. t0 PE QLGTH• �- � .2428 Pr I13,1ra LTJ 4 = 0 FTG o PF .• • TOT t PC LGTH. PT 22. -z3-t4 f 2z.st5 x ‘G.l•s a=l(aa1•(o FTG • F Q .•... TOT. PE • . Q 17-0 u• ' LSIH• ► 5 FTG 12 3►c,S PT Z.. ►4 PF 4.14 ill. TOT. '34 PE PT 27 44 FTG•'F • TOT. PE PT FTG. PF ' TOT• PE PT FTG PF ' TOT• PE GTH. PT FTG! PF • TOT. LGTH1�5. PE PT 10.c42 . ' FTG - T0T. l . LGTH_ FTG ."ISI PF .2 PE .coy PT _i •S3 PF PT PT (EM 021 PRINTED IN 4J.S.A. 7-74 CONTRACT NO. -7f' NAME 1J\ c G.o.+.J ►..) ? o -»T LOCATION 1-WGie..atLLtc. l._IL E ' SHEET NO ac' OF 12 - DATE -1- zs-ig NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. PIPE SIZE T� FITTING 8 DEVICES PIPE EQUIV. LENGTH IGI . Io y FTG. - FRICTION LOSS P.S.I./FT act REQUIRED P.S.I. PT 1(a.(0 HYD. REF.PT 0 ELEV. NOTES I TUT TTTTT 0 PF , la Q v.-22 4-'1 TOT. to PE 0 33.1 2- T,,, 2 1-,A)\LGTH. 2- sw 2- io 0355 'PT 130 • 2474- PT 1(a.i0 ,LGTH. FTG• - PF .3(a Q (D(v. t 0 3•6 TOT. Iv LGTH. R., PE 11,00 FTG• -o,sa PF .140 Q M.& Q Z TOT. iv to PE PT n. `b2 FTG. PF 1.3 Q 1.53, 0 35 4, Q I to9.2 0LGTH. ` OT. ID LGTH. to 2.5 TOT. 14.25. AE PF l3 -c=Io 3 PE PT 22. corn Q ,FTGPF T. 7O� PE Q -T1A3 tlZ ,LGTH. ,o .033o PT Ito. (oo FT.G• - PF' 33 Q 3 TOT. to PE Q -c •a �: i..GTH. to PT 14.o.12X3'3 11 FTG. -PF . tt''') t. u> Q Cao.3 SOT. ,o PE Q 34.5 T� 1 IZ LGTH. to .24902 .1(�to PT t�. t 3 A.0J c FTG• - PF 2.�0 0100. P, _ ,TOT. to .5.--1,..-) LGTH. PE PT 2b .` 5 34, .9 -54-1,45.�, 2 -rrno TTG. to PF Z. tole) 0 131.1 TOT ts.is PE 0 4 a 212 LGTH. •3'-, - . PT 2?x•3`'1t 23.341 I(di.2 J -zi.c.i, ''Q q = 11t.`) FTG • N. --------- t37.1 0 ill •�. TOT. 1.5 PE PT Z?5. A59 A' - _LGTH. -t- IS FTG. 12PF 4.32 4009.40 TOT. Iv,. 5 PE 0 LGTH. PT 2/ ,-11, FTG. PF Q TOT. PE T LGTH PT Q FTG. PF 4TOT. PE 0 LGTH. FTG. _ PF — TOT. PE o • LGTH. PT FTG. PF 0 'TOT. PE __ 0 LGTH. PT FTG• PF `TOT. PE 0LGTH FTG • PT PF -T-,-- Q ,TOT. PE PT GEM 4321 PRINTEO IN U.S.A 1-74 CONTRACT NO. 1e-4 NAME %A6. Caa G,211 LOCATION }!`ID2AULtc t_tL E 'r*(O SHEET NO 11 OF Ii - DATE I— 2r51tE NOZZLE TYPE & LOCATION FLOW IN G.P.M. p PIPE SIZE r,...)4 � � IF FITTING 8 DEVICES PIPE EQUIV. LENGTH �t .. N. \52 FRICTION LOSS P.S.I./FT . a 3o REQUIRED P.S.I. "PT 1 cc,coo HYD. REF.PT + ELEV. ,• NOTES , FTG. PF 33 t�1 Q 33 ,�. TOT. 1 o 1 PE Q 333 T� tkZ LGTH. to PT lco.�., FTG. - 1«g PF t . 2,0 0 lc(o.3 • TOT. LGTH. to to • .arts PE PT i5•13 p.5 34 Tw 2 FTG. - PF , -ra_ Q 1oo.$ TOT. to PE Q 35. E 1\1-/ 2 LGTH. FTG. IcyPF •1 taS2 PT 15.91 1 19 2.45 43140.0 ' j -QT. t5 PE p ` t,y I,142,1 LGTH. • tr33o PT 21,39 IF TG. PF �- Q Q TOT. LGTH. to PE PT tto,coo ' TG' P F , '3-'). Q TOT. lo PE Q 33 Tw .1 ., Tw _ Z _LGTH. t0 .'PE PT 14o .95 PF 1.2o Q�1. 4 X4.5 TOH� LGTH. w o-Ct5 PT 15,15 FTG. — PF . 1 Q100.5 r_ TOT. to PE Qcl"µ X5.2 . QI •° Z LGTH. s • ‘4, 61.. PT tS"91 -c'to FTG. v0 PF 2.46 TOT. IS pE Q 1 LGTH. PT 4...t.341 FTG. PF Q 12d-10.0 TOT PE Q 1� •gu 2 'LGTH. 1•S . ,6 .,A_ PT Zt•'5cl 1.. to FTG• tO t1 5 -n F ea .55 Q 212.0 . TOT ,f PE p LG H. PT 28.24 FTG. PF O TOT. PE p LGTH. PT FTG• 0 TOT. PE o j - LGTH FTG. PT PF —�• 4TOT. PE Q . .LGTH• _ kr FTG. PF Q TOT. PE o .. PT .LGTH. FTG. PF__ Q TOT. LGTH. PE ---' PT p FTG. PF O , PE O- _TOT. LGTH. FTG— Pr ' PF 0 y TOT. PE PT CIEM 4321 PRINTED IN U.S*.-744 w�. CONTRACT NO. -79) " 4' (9,yn NAME Qke..CL'-t-.A..) LOCATION . Net7QL Lot G L►L,)6 4-1 SHEET NO.LOF IZ DATE -1-2r,--1,e) NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING a DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.L/FT REQUIRED P.S.I. HYD. REF.PT 0 ELEV. NOTES o -cW 1 LZ LATH. to 0''3o PT 1(i bo tr TT TrTT FTG. . 3 Q 33 TOT 10 PE PE Q 33,3 'no 112. Tuu 1- ID PT jco.e13 FTG. FTG. - PF t , za O la'o -3 ' `TOT• to LGTH. to IL -19 , Z�o2 PE PT 15,15 Q �� FTG. - • QIOE.8 TOT. to R ., 0� 4,r1 - LGTH. ,-, , (loci) • -r to FTG. to Q 13-7,-7 TOT. t C LGTH. FTG. ��■■ Q TOT. ` Q LGTH. to - - • Tva _ 1/z FTG . - . 6'33°Q�F ■ 1 0 TOT. to G X3.5 Q(p62, „ 2 LGTH. ‘` FT_G. - .D31 PT (1c•93 Qvs 0 ' PF . Ie, TOT. , PE o 52.2. -i-Lo 2- LGTH • - , o74Z PT 1 . 11 . ,. ,-I II.s3 x 71,,A - S+' 4 52, -2. FTG. .. PF , 31 Q615.5 ' TOT. C- PE Q 33.9 �._. - eh" Z LGTH.- , 1283 . 24 ' 31" 4L s C) FTG.G• ' ■ Q 1&2. 4 TOT. to ,LGTH. 0 .' t. 01.5 Q L l► -- -0).2e6 FTG. 60 , M� TOT ds LGTH. ' • �i .4a ..14,-1.5 0 -110.1 FTG. [- Q tio.'1TOT. 'LGTH. 1,1 . o 131.E T- 12 FTG. 12 - 0 5p3,4. TOT. 13•4? Q .. . �. LGTH. FTG. • Q TOT.■■ 0 1 L.G_T H PT QTOT. PE �.. -' FTG. PF Q TOT. PE c LGTH. FTG. PT PF Q TOT. PE p T,y I LGTH. 1.5 t75t PT Io.mz FTG. - PF .2 O 2[a .4 TOT. I,S PE .6s l's' o LGTH. PT 11. €,3 . FTG. PF , F TOT. _ PE PT CEM 4321 PRINTED 114',1.$.A. 7.74 SECURITY SERVICE NEN I AVN BY. DATE. QECKED DATE D. LEE 5-13-99 SCALE. NONE APPROVED DATE DRAFTSMAN CINSON OSWALT FLOOR PLAN ADT 811 POVEU. AVE SV RENTOR VA 98095 (206) 624-3103 fAx• 623-3269 WAREHOUSE 120 VAC RISER LEGEND ® ADEMCO CONTROL PANEL OS SMOKE DETECTOR WATERF-LOW DET. (EXISTIN( 0 TAMPER SWITCH (EXISTING) MEET '- `1AY 13 1000 PROJECT NAME W.W. GRAINGER SHEET TITLE FIRE ALARM SYSTEM REVISIONS NO. DATE DESCRIPTION 6725 TODD BLVD 99-F-151 SHEET ADT -1 V' k 2802 10' 12ILU15 18H SPACERS SAMMY SUPER SCREW 1"-3" PIPE: SWG 20 1/4"x2" 4" PIPE: SWG 25-380 1/4"x25" 3/8" ALL THREAD ROD NANG�p"A" 1.15. PIPE RING FIG_69 [ 12CS 12CS 3001 04 12111715 3002 06 12TU 12CS 3003 12ES 3004 08 12IL1315 2701 2702 10I1S18 031 044 10ILS18 05 06 10TS } 07 08 10ILS18 2601 2602 10ILS15 2501 2502 03 04 10ILS15 .05 06 TOTS } 07 08 D10ILS15- 12ES .3005 12FS ! 12GS 12GS 12GS 12GS 121 -IS 3006 3007 12 1214118 3008 14 3009 3010 8' 16 t 3011 18 12TU 11 ^2 13 14 121LU18 15 16 12IL1J18 17 4 18 1011,318 1(ILS15 "1 1n 2 1011315 12BLU10 2401 2402 12BLU7 12BLU10 04 12BLU7 05 06 12TU } 05 _ 06 12TU 2301 2302 121LU18 2201 2202 121LU15 2101 2102 03: 04' 12ILU18 03 : . 04 12ILU15 03 04 05 06 07 08 • 12BLU10 07 ,iirl2BLU7 R 07 08 ,0 2B T 12Tha 121LU15 05 06 } 12TU 07 08 05 06 07 08 10ILS18 2001 2002 10IT.S18 - 03 04 LOTS 05 06 1QILSIB 07 08 t5 05 10 121Ltj.i 8 - 9 1018 IOTS 10IT.S15 10ILS15 13 14 15 16 17 18 } 4'-4"! IOILS15 t`' 1 12 12BLU10 TOTS} g0ILS15 10ILS15 13 14 15 16 17 18 12TU 12BLU10 _ 12BLU1Q }1 12 12BLU7 13 14 15 16 12BLU7 17 10'-3" 18 12BLU7 (2) 3/8"x2" LAG w/ WASHER —1 5/8" STRUT (PS200) x Cal PIPE CLAMP (PS -1100) f f5. 12GS t7001 10'_0, • 15x_4" 4' 10ILS15 1011 i5 1QTS� 10ILS15 1901 1902 03 04' 05 06 07 08 10F 15 1011318 1801 IOILSI8 03 101's 05 1011 S18 07 1OTT ',S18 11 12 12111315 11 't 2 121LU18 13 14 15 16 17 18 47_4x) -12TU 13 14 �2ILU15 15 18 1211E15 17 15 12TU } 12ILU15 12ILU15 13 15 17 4-4:1- ;2 14 16 18 11 10111318 . , ' IOTS } 10ILS18 1 10ILS18 '!1 12 13 14 15 16 17 18 10ILS15 i 14TS } 1OILS.15 10IIS15 11 12 4 4 13 15 17 14 16 18 1011218 } 1OTS } Ili 011318 IOILS18 INLINE STAGING AISLE L 1802 04 06 08 1011315 1011.515 1QTS}- 1011 s15 1701 1702 1ik,.AKRO 4 03 04 12BLU7 1601 1602 03 04 05 06 101 12 0 06 12A1RO4 1501 1502 12BLU7 03 04 " 12T 05 06 07 U08 12ILU15 07 12AKRO4 1401 1402 12BLU7 03 - 04 12TU 05 06 12BLU4 07 08 1n • L► J10 0 _ 12AK RO4 12BLU4 12TU } 12 BLU4 - 1301 03 1302 12BLU7 1201 1202 05 07 • 04 06 I.2BLU4 09 7F} .17b.1.,U10 Oc 1 12TU 12BLU7 03 05 04 -06 08 1BLrf10 07 08 12BLU10 12TU u 14.14.1U15 1101 1102 03 04 05 06 11 12 1.3 14 15 16 17 10' '18 101215 • 10TS} 1011215 101LS15 11 12 13 14 15 16 17 18 I2BLU1O i 12TU } 12BLU7 12BLU4 N 0 C7 !—a 0 4-4 al 0 12HS 02 0 1-4 0 +-4 12BS 03 0 0 r CN ✓ rn 0 0 4-- 04 4-4 (i] O En 0 -4 �1- 05 06 0 ri GO 1-4 0 cA 0 cv 0 ri 01 1--f 4-4 U1 Crt 1--4 Ci) 1-4 4-4 13'-8" 13 15 17 4'-4" 12 14 16 18 . 11 12Il.U15 i 12TU } 421LU15 121LU18 12BS 12BS 12BS 16BU2 18BU2 — 16BU2 ,n 16BU2 „ 16BU2 ,� 16BU2 1t t 16BU2 14 16B112 i g 16BU2 -fa 16BU2 t7 16BU2 4R 16BU2 19 12BS CN ✓ rn 0 0 4-- 04 4-4 (i] O En 0 -4 �1- 05 06 0 ri GO 1-4 0 cA 0 cv 0 ri 01 1--f 4-4 U1 Crt 1--4 Ci) 1-4 4-4 13'-8" 13 15 17 4'-4" 12 14 16 18 . 11 12Il.U15 i 12TU } 421LU15 121LU18 11 12 13 14 15 16 17 18 4, I2fLU7 i 12TU } .12BLU7 12BLU7 11 12 13 15 17 4}-4'7 14 16 18 1211X15 1 i 12TU } 12BLU10 • 12BLUIQ . • 11 10 121LU15 00 10 13 12 12TU 11 12 15 14 - 12BLU10 13 14 17. 16 12BLU10 j 15 41-4" 16 i.. 1,.1.0 4 12 LU18 07 ) 09 08 10 12TU 1001 03 05 07 12TU t 12ILU18 12ILU18 11 12 13 14 15 16 4 19,---10" WILL'• CALL. FREE STANDING DOCK : WILL CALL STAGING WILL CALL STAGING WILL CALL SI AGING 02 09 1 11 4' HIGH. DENSITY 12AS3 05 12AS3 06 13 09 1 10 11 12AS3 12AS3 12AS3 12AS3 30" SP 4,CERS 12AS3 184 SPACERS KEY PLAN MANIFEST SYSTEM -r OUTBOUND STAGING 0 co Id 0 a 0 4-4 1• C 1--r cQ r -- 8— I } 01 1--4 TC -161 0.1 r4CID 01 1"d 01 rf cD 4-4 01 rn osi CID a. 0,1 CQ cv -Cir 0 tia 1-4 N Cv to tEt 0 0 7.6 Ent t -411 MI I 4-4 tip 4-4 .0 N rcr co (0 0 0 CCI CO MI I TRAFFIC AISLE OUTBOUND DOCKS MULTI - I PURPOSE 1 DOCK LL co al al CO 4-4 CO CO PI al CO CID co CO CO to 0 0 0 CO 4-4 rzl co to CO LO 1-4 CO co co CO CO co 4-4 co ad to CN co —4 CN CM in to co co Mr - CO 4-4 0 co co 4-4 co CO 120 co CN C41 Z:1 gl PP cO co 4-1 co (0 1.0 co 1-4 ac - to co co co in Oa co co 1-4 CO tr'a Pr -1 (0 CD co co CO 4-4 co co rrt rn 4-4 CN E-4 CO 4-4 to to CG liJ CO CO co to ea CO 4-41 4-4 PQ tzp co co to CO co co to co 4-4 INBOUND INBOUND DOCKS ELECTRICAL FREE STANDING BULK 8101 8201 • FREE, STANDING BULK . co 0 CO 0 0 co VICINITY MAP OLYMPIC AVE SOUTH AIN GER \ BUILDI\ G FIRE SPRINKLER SYS E.M RISERS CASCADE AVE SOUTH cylA. 41fr.er.,* A 1.t 4:4-ajp-ce \442 WEST VALLEY-HWY SITE 'DLAN TODD BLVD, AREA OF WORK A AC TED VVithout Comments As Noted In Red Per The -Attached Letter The e plans have been reviewed by The Tukwila Fire entail Buieeitl fut 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 witl 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: By: SCOPE OF WORK SIMPLEXGRINNELL IS TO RELOCATE (4) EXISTING FIRE HOSE RACKS AND INSTALL IN NEW HOSE CABINL I S WHERE SHOWN ON KEY PLAN. GENPAL NOTES THE SHELL SPRINKLER SYSTEM IS EXISTING. ALL N EW PIPE TO BE SIZED TO MATCH THE EXISTING. (EXISTING DROPS TO 3E RELOCATED AND REUSED. ALL NEW PIPE TO BE SI-FnULF 40 BLACK STEEL WITH 125 Ib BLA.CK CAST IRON FITTINGS. ALL HANGERS TO BE HANGER "A", UNO. ALL HANGERS AND HANGER INSTALLATIONS TO BE IN ACCORDANCE WITH NEPA #13. ALL DESIGN/INSTALLATION TO BE IN ACCORDANCE WITH NEPA #13 AND THE CITY OF TUKWILA FIRE DEPARTMENT. Please call: 575-440Z and give this job and exact address for shuta down or restoration approval. ap.A.ra:ts JUN 2 8 2002 vireo SimplexGrinneff -Seattle 9520 lath Avenue South, Suite 100, Seattle, WA 98108 Fire & Security IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies ta sprinkler systems.. This drawing and the information and design application herein contained is the property of TYCO FIRE 8c SECURITY / SimplexGrinnell ond/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell , -All rights reserved -- Copyright by SimplexGrinnell 2001 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS DATE BY FEVISIONS - SEE FLAGGED AREA ON FLAN ITEM SimplexGrinneit /BY OTHERS STREET WATER CONNECTION BY OTHERS UNDERGROUND WATER MAINS BY OTHERS EXCAVATIONS BY OTHERS BACKFILL BY OTHERS WIRING BY 011-IERS PAINTING BY OTHERS 0 Flydnaulic Reference Point Main Designation *13- rt af Pipe Below Bottom of Deck of pipe Ab-cen Ref- Plane Elevation Orange in ripe -fit- (nut lino floor) Monitor -Swath Eorthquake Bracing Hanger Union Screwed Cap Grooved Cop Screwed Plug Grooved Coupring (GC) Ranged Carmectian System Frew _4.4_ Butterfly Valve Alarm Valve (ALV) /Th Electric Bell ^ Water Mahar Gong et/MG) Wafer Check Valve --r•-• Swing Check Volvo -4 Fre DepLCorm.(FDC) Post Imitator Valve (FIV) Fire Hydrant (3 way) Thrust Block Key Gate Sectional Valve with Roadway Box Fire Ficee Assembly Inspectors Test Globe Valve Angle Valve 13ry Pipe Valve MAKE TYPE MODEL FINISH CANOPY SYMBOL TOTAL -THIS SHEET - 0 ISSUED FOR INSTALLATION: 1 4 1 5 1 7 6725 TODD BLVD 02-S-138 8 ABBREVIATIONS AC - Above Finished CeBing AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Beam SOD - Bottom of Deck Bal - Bottom of Joist BOP - Bottom of Furtin HV - Hose Valve NIG - Not in Contract NTS - Nat to Scale OBJ - Open Bar Joist SP - Standpipe .TOB - Tap of Beam TOP - Tap of Purlin IDS - Top of Steel LION - Otherwise Noted SYSTEM TYPE DRY 0 DELUGE PREACTION APPROVALS Darr OUT Dam Dai OUT OUT IN IN SPECIAL REQUIREMENTS 0 DOMESTIC PIPE Et SCHEDULE 40 0 SCHEDULE 80 0 GALVANIZED FITTINGS 0 SPECIAL FITTINGS FJA. MATERIAL CONTRACT NAME: WM. GRAINGER 6725 TODD BLVD. TUKWILA WA. 98188 CONTRACT WITH: W.W. GRAINGER - COY 425-251-5024 SCALE: AS NOTED DRAWN BY: RICK SLAUGHTER DE-SCRIPION, FIRE HOSE CABINETS PIPING PLAN CHECKED BY: JEFF O'CONNELL SYSTEM DESIGN DATA HAZARD SYSTEM AREA: WATER SUFTPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: GPM FLOWING: TEST TAKEN AT BY " 06/24/2002 THESE PLANS PREPARED AT: SEATTLE, WA ENGINEERING DEPARTMENT TRACT NO: 41-782-110 DRAWING NO_ Fp-1 OF 10 12 i 12TU } _ 12ILU15 _ 12ILU1B 19,---10" WILL'• CALL. FREE STANDING DOCK : WILL CALL STAGING WILL CALL STAGING WILL CALL SI AGING 02 09 1 11 4' HIGH. DENSITY 12AS3 05 12AS3 06 13 09 1 10 11 12AS3 12AS3 12AS3 12AS3 30" SP 4,CERS 12AS3 184 SPACERS KEY PLAN MANIFEST SYSTEM -r OUTBOUND STAGING 0 co Id 0 a 0 4-4 1• C 1--r cQ r -- 8— I } 01 1--4 TC -161 0.1 r4CID 01 1"d 01 rf cD 4-4 01 rn osi CID a. 0,1 CQ cv -Cir 0 tia 1-4 N Cv to tEt 0 0 7.6 Ent t -411 MI I 4-4 tip 4-4 .0 N rcr co (0 0 0 CCI CO MI I TRAFFIC AISLE OUTBOUND DOCKS MULTI - I PURPOSE 1 DOCK LL co al al CO 4-4 CO CO PI al CO CID co CO CO to 0 0 0 CO 4-4 rzl co to CO LO 1-4 CO co co CO CO co 4-4 co ad to CN co —4 CN CM in to co co Mr - CO 4-4 0 co co 4-4 co CO 120 co CN C41 Z:1 gl PP cO co 4-1 co (0 1.0 co 1-4 ac - to co co co in Oa co co 1-4 CO tr'a Pr -1 (0 CD co co CO 4-4 co co rrt rn 4-4 CN E-4 CO 4-4 to to CG liJ CO CO co to ea CO 4-41 4-4 PQ tzp co co to CO co co to co 4-4 INBOUND INBOUND DOCKS ELECTRICAL FREE STANDING BULK 8101 8201 • FREE, STANDING BULK . co 0 CO 0 0 co VICINITY MAP OLYMPIC AVE SOUTH AIN GER \ BUILDI\ G FIRE SPRINKLER SYS E.M RISERS CASCADE AVE SOUTH cylA. 41fr.er.,* A 1.t 4:4-ajp-ce \442 WEST VALLEY-HWY SITE 'DLAN TODD BLVD, AREA OF WORK A AC TED VVithout Comments As Noted In Red Per The -Attached Letter The e plans have been reviewed by The Tukwila Fire entail Buieeitl fut 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 witl 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: By: SCOPE OF WORK SIMPLEXGRINNELL IS TO RELOCATE (4) EXISTING FIRE HOSE RACKS AND INSTALL IN NEW HOSE CABINL I S WHERE SHOWN ON KEY PLAN. GENPAL NOTES THE SHELL SPRINKLER SYSTEM IS EXISTING. ALL N EW PIPE TO BE SIZED TO MATCH THE EXISTING. (EXISTING DROPS TO 3E RELOCATED AND REUSED. ALL NEW PIPE TO BE SI-FnULF 40 BLACK STEEL WITH 125 Ib BLA.CK CAST IRON FITTINGS. ALL HANGERS TO BE HANGER "A", UNO. ALL HANGERS AND HANGER INSTALLATIONS TO BE IN ACCORDANCE WITH NEPA #13. ALL DESIGN/INSTALLATION TO BE IN ACCORDANCE WITH NEPA #13 AND THE CITY OF TUKWILA FIRE DEPARTMENT. Please call: 575-440Z and give this job and exact address for shuta down or restoration approval. ap.A.ra:ts JUN 2 8 2002 vireo SimplexGrinneff -Seattle 9520 lath Avenue South, Suite 100, Seattle, WA 98108 Fire & Security IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies ta sprinkler systems.. This drawing and the information and design application herein contained is the property of TYCO FIRE 8c SECURITY / SimplexGrinnell ond/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell , -All rights reserved -- Copyright by SimplexGrinnell 2001 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS DATE BY FEVISIONS - SEE FLAGGED AREA ON FLAN ITEM SimplexGrinneit /BY OTHERS STREET WATER CONNECTION BY OTHERS UNDERGROUND WATER MAINS BY OTHERS EXCAVATIONS BY OTHERS BACKFILL BY OTHERS WIRING BY 011-IERS PAINTING BY OTHERS 0 Flydnaulic Reference Point Main Designation *13- rt af Pipe Below Bottom of Deck of pipe Ab-cen Ref- Plane Elevation Orange in ripe -fit- (nut lino floor) Monitor -Swath Eorthquake Bracing Hanger Union Screwed Cap Grooved Cop Screwed Plug Grooved Coupring (GC) Ranged Carmectian System Frew _4.4_ Butterfly Valve Alarm Valve (ALV) /Th Electric Bell ^ Water Mahar Gong et/MG) Wafer Check Valve --r•-• Swing Check Volvo -4 Fre DepLCorm.(FDC) Post Imitator Valve (FIV) Fire Hydrant (3 way) Thrust Block Key Gate Sectional Valve with Roadway Box Fire Ficee Assembly Inspectors Test Globe Valve Angle Valve 13ry Pipe Valve MAKE TYPE MODEL FINISH CANOPY SYMBOL TOTAL -THIS SHEET - 0 ISSUED FOR INSTALLATION: 1 4 1 5 1 7 6725 TODD BLVD 02-S-138 8 ABBREVIATIONS AC - Above Finished CeBing AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Beam SOD - Bottom of Deck Bal - Bottom of Joist BOP - Bottom of Furtin HV - Hose Valve NIG - Not in Contract NTS - Nat to Scale OBJ - Open Bar Joist SP - Standpipe .TOB - Tap of Beam TOP - Tap of Purlin IDS - Top of Steel LION - Otherwise Noted SYSTEM TYPE DRY 0 DELUGE PREACTION APPROVALS Darr OUT Dam Dai OUT OUT IN IN SPECIAL REQUIREMENTS 0 DOMESTIC PIPE Et SCHEDULE 40 0 SCHEDULE 80 0 GALVANIZED FITTINGS 0 SPECIAL FITTINGS FJA. MATERIAL CONTRACT NAME: WM. GRAINGER 6725 TODD BLVD. TUKWILA WA. 98188 CONTRACT WITH: W.W. GRAINGER - COY 425-251-5024 SCALE: AS NOTED DRAWN BY: RICK SLAUGHTER DE-SCRIPION, FIRE HOSE CABINETS PIPING PLAN CHECKED BY: JEFF O'CONNELL SYSTEM DESIGN DATA HAZARD SYSTEM AREA: WATER SUFTPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: GPM FLOWING: TEST TAKEN AT BY " 06/24/2002 THESE PLANS PREPARED AT: SEATTLE, WA ENGINEERING DEPARTMENT TRACT NO: 41-782-110 DRAWING NO_ Fp-1 OF 10 12 2 M IM IIM IM IM IM PT -007 EOL 1 PT -006 PT -005 PT -004 PT -003 TO 120VAC DED. CKT. BREAKER IS, EARTH GROUND 1 I yypp9ypp BAABBAAB TB1 0 BATTERY p +IJ c- PT -002 PT -001 90097 TB2 4000 00000 FIRE -LITE ANN -80 REMOTE ANNUNCIATOR NONCC NOONCC SUNONCCRY •e TB5 TB6 ••S TB7 MS-9050UD 0= =0 ODOG o= =0 O 00 0000 0000 <A> 0 0000 0 0000 J7 12vdc 12AH BATTERY 1 dUrein 12vdc 12AH BATTERY EIA -232 C]®� SID RYR A B RCV XVI DTR GND PH1 PH2 11F t_1 SECONDARY PRIMARY TO CENTRAL MONITORING FACILITY SYSTEM RISER 1 N.T.S. FA -1 ZONES REPORTING TO CENTRAL STATION ZONES DEVICE REPORTING SIGNAL LOCATION ALARM SUPR. TRBL. PT- 001 PT- 002 PT - 003 PT - 004 PT- 005 PT - 006 PT- 007 SMOKE DETECTOR MANUAL PULL STATION WATERFLOW B -FLY WATERFLOW B -FLY PIV PANEL XX 0 AT FACP. MAIN ENTRY AT RISER #1 AT RISER #1 AT RISER #2 AT RISER #2` AT PARKING LOT XX XX 1 2 XX XX 0 XX XX 0 XX SYSTEM INPUTS ANNUNICATION SCHEDULE N.T.S. FA -1 CONTROL UNIT ANNUNCIATION SYSTEM OUTPUTS NOTIFICATION REQUIRED FIRE SAFETY CONTROL o`' S�O°O �`GP�OGQG SC' S O �JC? 'SOG;.4Q\? �P,CO 40 0\4 *<2.. •6:2 '5Q co e4P� '‘•\;0q-koc: �JS 5N'0c?f `SJg�QFPJ0\�Q?.J\.`'",-,\� 1�Q�O��p(e,A-\ ,PQ'O� 0\. OS�<C70��PiePP",\'S,"v CQ pJOPJGpPO4.Q\ •3Q- P P P P P P P O 'S ', 'c A B C 1 FIRE ALARM AC POWER FAILURE 0 0 0 1 2 FIRE ALARM SYSTEM LOW BATTERY 0 0 0 2 3 GROUND FAULT 0 0 0 3 4 NOTIFICATION APPLIANCE CIRCUIT SHORT 0 0 0 4 5 OPEN CIRCUIT 0 0 0 5 6 MANUAL PULL STATION 0 0 0 0 0 6 7 SMOKE DETECTORS 0 0 0 0 0 7 8 WATERFLOW 0 0 0 0 0 8 9 SPRINKLER CONTROL VALVE 0 0 0 0 9 10 10 11 11 12 12 ABCDEFGHJ J K 1 SYSTEM MATRIX O N.T.S. FA -1 Fire -Lite Fire Alarm Pane PROJECT Address: City State GRAINGER TUKWILA WA_. STANDBY ALARM QUANTITY Devices EACH TOTAL EACH TOTAL Fire Alarm Control Panel ANN -80 REMOTE LCD ANNUNCIATOR 0.015 0.015 0.040 0.040 MS-9050UD MAIN PANEL 0.120 0.120 0.200 0.200 0.000 0.000 0.135 0.240 Addressable devices BG-12LX PULL STATION 0.000300 0.000300 0.000300 0.000300 6 MMF-300 INPUT MODULE 0.000400 0.002400 0.005000 0.030000 1 SD -355 SMOKE DETECTOR 0.000300 0.000300 0.006500 0.006500 0.000000 0.000000 0.000000 0.00000 0.003000 1 1 0.036800 Notification circuits (see additional sheet for circuit configuration) Circuit # 1 0.0000 0.0790 0.079 Circuit # 2 0.0000 0.0000 0.0000 0.000 Total stand by current X Stand by hours Stand by amp/hours 0.13800 24 3.31 0.079 Total Alarm Current X alarm Minutes (5)/60 Alarm Total amp/hours 0.36 0,083 0.03 Total Amp/hours X Derating factor of 20% Minimum Battery Size 1 3.34 1.2 4.01 Battery Selected 12 IAMP HOUR PANEL BATTERY CALC 4 N.T.S. SECURITY SOLUTIONS Rev. 6-24-14 mjm C PANEL # 1 41, *00 MS-9050UD FIRE ALARM PANEL UL derated Edit Devices IttO Total Device Standby A/H Total Device Alarm A/H FA -1 Project: GRAINGER Date:014.12.1 7' Prepared By:, BAT Wire AWG & iype OHMS/ Length 1000ft. (Feet) ■ Actual Volts © Voltage OHMS EOL Dr 00 I:07 #18AWG Solid 0: 400 0 0.00° MS-9050UD 0.138 0.277 Total Current 0.138 0.356 Summar Section StandbyHrs. Required Alarm Sounding Minutes Total System StandbyA/H 3.31 Total System Alarm A/H 0.03 In, AIH Battery Required 3.34 Recommended A/H Battery** 4.01 TOTAL BACKUP BATTERY PROVIDED: 12 Amp Hours Alarm SfiandbyAlarri Current Current Curre (Each) (Tota) (To 24 SYS SEN P2R WALL HORN STROBE 15cd 10 Unused Totals. NAC 1 CIRCUIT BATTERY CALC N.T.S. FA -1 FIRE ALARM EQUIPMENT LIST SYMBOL FACP FSA MFG. QTY PART NO. DESCRIPTION FIRELITE UNIVERSAL POWER 1 2 MS-92000DLS UB12120 FIRE ALARM CONTROL PANEL 12AH 12V SEALED LEAD ACID BATTERY FIRELITE 1 ANN -80 REMOTE LCD ANNUNCIATOR KEYPAD IM FIRELITE 5 MMF-300 ADDRESSABLE MONITOR MODULE n FIRELITE 1 BG-12LX ADDRESSABLE MANUAL PULL STATION FIRELITE 1 SD -355 ADDRESSABLE SMOKE DETECTOR SYSTEM SENSOR 1 P2R INTERIOR HORN/STROBE, RED A HONEYWELL LOT 4507 4 COND 18AWG FPLP NON SHIELDED WIRE SIGNALING LINE CIRCUITS (CLASS 'B', STYLE 4.0) B HONEYWELL LOT 4507 D HONEYWELL LOT 4507 4 COND 18AWG FPLP NON SHIELDED WIRE COMMUNICATION CIRCUITS (CLASS'S') 4 COND 18AWG FPLP NON SHIELDED WIRE NOTIFICATION CIRCUITS (CLASS 'B') TO BE PROVIDED BY OTHERS 8 POTTER 2 VSF-R WATERFLOW (P.B.O.) POTTER 2 RBVS-1 SUPERVISORY SWITCH (B -FLY) (P.B.O.) POTTER 1 PVCS-1 SUPERVISORY SWITCH (PIV) (P.B.O.) SYMBOL LEGEND N.T.S. FA -1 PT -007 SALES OFF. OPEN OFFICE EOL 1 15CD N-1-1 PT -004 IM IM IM IM PT -006 PT -003 PT -005 A/B/D WAREHOUSE IT PT -001 �`1P FACP STAR. R.R. R. JAN. Without Comments ED As Noted in Red L7 Per The Attached Letter These plans have been reviewed by The Tukwila FIN! "reventlon Bureau for conformance with Current City andards, Acceptance is Subject. to errors and nissicns whit to not authorize violations of adopted -:ndatds and ort`inancs. The responsibility for the equay of design re totally with the designer: ditions, deletions 01 'OYisioris to these drawings after is (tate will void tn13 acceptance and will require a rae:ubmittal of revised drawings for subsequent approval. Final acceptance is suo. eCt to fleld test and insp0Ctlon by The Tukwila Fire Prevention Bureau. Date: ,C-21 By: TArR,-:,,...ISA 7-.1 9 --%.'`.5'.:11.) ' .si g .lar and : A'i 1 i:: c ; c • Ci'd 1...;:: s for shut- down or restoration approval. PLAN NORTH N E S 1ST FLOOR PLAN SCALE: 1/16" = 1'-0" PAID APR 25 2011 6725 TODD BLVD TUKWIL,A FIRE 17-F-084 CONTRACTOR 0 uJ 0 0 0 W 1- �0 n. N M CD N W 0 L1 -Q a z co w co cozW Nt. CN1 %41 w W �. O Qm 0 CO o W Can :8 c 0 uj 1() C0 CO L V Tukwila, WA 98188 REVISIONS A A A A A No. DESCRIPTION DATE SCALE AS NOTED JOB No. T.B.D. DATE 04.12.17 DRAWN BY BENJAMIN B. ALBAN, CET CHECKED BY THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF PROTECTION ONE ALARM MONITORING INC. THIS DRAWING MAY NOT BE REPRODUCED, OR REPRODUCTIONS HEREOF USED, WITHOUT THEIR WRITTEN PERMISSION. SHEET TITLE FIRE SPRINKLER ALARM MONITORING SYSTEM FLOOR PLAN SHEET NO. FA GRAINGER, PII vp Wealll•.1111/ P. [1 Xitl &1 It;nas. In il~lflntp� 6725 S. Todd Blvd. Tukwila, WA 98188 GENERAL NOTES 1. A DIGITAL ALARM COMMUNICATOR TRANSMITTER (DACT) NFPA 72 SEC 26.6.3.2.1. IF THE TRANSMITTER IS NOT LOCATED IN THE SAME ROOM AS THE TELCO EQUIPMENT BACKBOARD FIRE WIRE IS TO BE USED BETWEEN THE "D" MARK AND THE FIRE ALARM CONTROL PANEL EXCEPTION, IF CONDUIT IS PROVIDED FROM TELCO BACK BOARD TO TRANSMITTER LOCATION STAN- DARD I/O WIRE MAY BE USED. 2. DACTS MUST BE CONNECTED UPSTREAM OF ANY PRIVATE TELEPHONE SYSTEM AT THE PREMISES. CONNECTION MUST BE MADE AT LOOP START. TELEPHONE CIRCUIT. 3. FAILURE OF EITHER TELEPHONE LINES MUST BE ANNUNCIATED LOCALLY AND TRANSMITTED WITHIN FOUR MINUTES OVER THE SECOND LINE (SEC. 26.6.3.2.1.4) 4. IF LONG DISTANCE IS USED, THE SECOND NUMBER SHALL BE A DIFFERENT CARRIER, WHERE AVAILABLE (SEC. 26.6.3.2.1.5(7)) 5. POWER LIMITED WIRING SHALL BE SEPARATED FROM NON -POWER LIMITED ELECTRIC LIGHT, AND CLASS 1 CIRCUITS. A MINIMUM OF 2 INCHES. 6. THE ELECTRICAL CONTRACTOR WILL PROVIDE A 120 V.A.C. 20 AMPS DEDI- CATED CIRCUIT TO LOCATION OF FIRE CONTROL PANEL/TRANSPONDER WITH A LOCK -ON TYP. C.B. 7. CONSULT WITH OWNER AND/OR GENERAL CONTRACTOR FOR EXACT LOCA- TION OF THE FIRE CONTROL PANEL/TRANSPONDER PRIOR TO INSTALLATION. 8. INSTALLER SHALL COORDINATE ALL WORK WITH THE OWNER & GENERAL CONTRACTOR AND ALL OTHER TRADES. ADDITIONAL NOTES 1. ABOVE GROUND WATER SUPPLY DETECTOR CHECK TAMPER SHALL CAUSE A SUPERVISORY SIGNAL AT THE PANEL AND THE CENTRAL STATION. 2. FIRE CONTROL PANEL/DACT IS INHERENTLY POWER LIMITED AND SIGNA- LING AND CARRIER, WHERE AVAILABLE (SEC. 26.6,3.2.1.5(7)) 3. A COMPLETE PRE-TEST PRINT OUT FROM THE CENTRAL STATION SHALL BE PRESENTED TO THE INSPECTING FIRE OFFICIAL PRIOR TO THE START OF THE INSPECTION. 4. CIRCUIT DISCONNECTING MEANS SHALL HAVE A RED MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT". PER SECTION 10.6.5.2.1 - 10.6.5.2.4 5. LOOP RESISTANCE AND STRAY VOLTAGE TEST RESULTS WILL BE PROVIDED TO THE FIRE OFFICIAL UPON ALARM FINAL INSPECTION, THE RESULTS WILL BE ON COMPANY LETTERHEAD,WILL STATE THE TIME, LOCATION, SERIAL NUMBERS OF METER USED, CALIBRATION DOCUMENTATION, NAME OF TECHNICIAN, AND WILL BE "WET SIGNED" (IN ACCORDANCE WITH NFPA 72. 2013 CHAPTER 14). 6. A COPY OF THE RECORD OF COMPLETION SHALL BE PRESENTED TO THE FIRE DEPARTMENT OFFICIAL AND THE ORIGINAL SHALL STAY WITH THE SYSTEM. 7. MOUNTING OF ALL DEVICES TO COMPLY WITH NFPA 72. REFER TO MANUF- ACTURER'S CUT SHEETS FOR MORE INFORMATION ON THE DEVICES. 8. A SEPERATE CABINET / ENCLOSURE SHALL BE PROVIDED AND MARKED "FIRE ALARM DOCUMENTS" (FIRE ALARM / SPRINKLER MONITORING PLANS SHALL BE STORED IN THE ENCLOSURE). LOCATED NEAR FACP. 9. FIRE ALARM CONTROL PANEL SHALL BE LOCATED IN AN ENVIRONMENTALLY CONTROLED, CLEAN & FREE OF DEBRIS ROOM. CONTROL PANEL FOR FIRE ALARM ONLY. 10. ALL WIRING AND CABLING METHODS WILL COMPLY WITH N.F.P.A. 70:760-28 STANDARDS. BY WAY OF PROTECTING ALL WIRING WITHIN 7 FEET FROM THE FINISHED FLOOR IN CONDUIT STUB -UP AND BY CONCEALING ALL WIRING IN WALLS, CEILING AND PROTECTIVE BUILDING ELEMENTS. 11. NO "T" TAPPING OF FIELD WIRING IS PERMISSIBLE IN SUPERVISED CIRCUITS, DATA CIRCUITS ARE EXCLUDED. PROJECT INFORMATION PROJECT INFORMATION: NAME OF PROJECT: ADDRESS: PROPOSED USE: FIRE ALARM INSTALLER: PROTECTION 1 22026 68TH Avenue South, Kent, WA 98032-1939 PHONE: 253-398-1051 FAX: 253-872-4419 STATE LICENSE No.'s PROTE0022K2, PRDTEOAO33BP & UBI601354926 FIRE ALARM VENDOR PROTECTION 1 4221 W JOHN CARPENTER FWY IRVING, TX 75067 214-277-7111 FIRE ALARM DESIGNER BENJAMIN B. ALBAN, ET PROTECTION 1 4221 W JOHN CARPENTER FWY IRVING, TX 75067 GRAINGER 6725S. Todd Blvd. Tukwila, WA 98188 OFFICE /WAREHOUSE NICET III # 106654 CENTRAL STATION LISTING CCN File No. Vol. No. UUFX S2684 20 214-277-7111 CODE SUMMARY • SCOPE OF WORK THIS PROJECT INVOLVES THE INSTALLATION AND TESTING OF A NEW FIRE SPRINKLER MONITORING SYSTEM WITHIN AN EXISTING STRUCTURE. THE SYSTEM SHALL BE MONITORED BY AN APPROVED LISTED CENTRAL STATION. • APPLICABLE BUILDING CODES BUILDING FIRE ELECTRICAL NFPA 72 ACCESSIBILITY STATE OTHER 2015 IBC CODES 2015 IFC 2014 NFPA 70 2016 EDITION OCC LOAD 5,419 100 SF/PP • OCCUPANCY CLASSIFICATION B / S-1 • OCCUPANCY USE OFFICE / WAREHOUSE • GENERAL OCCUPANT LOAD OF AREAS BUSINESS STORAGE TOTAL (SQ.FT.) INDEX OF DRAWINGS • FA -0 • FA -1 TITLE SHEET, GENERAL NOTES FIRE ALARM LAYOUT FIRE ALARM RISER DIAGRAM & SYSTEM CALCULATIONS CONTRACTOR JOB -NAME/ LOCATION 0 REVISIONS 00 00 CO No. DESCRIPTION DATE SCALE AS NOTED JOB No. T.B.D. DATE 04.12.17 DRAWN BY BENJAMIN B. ALBAN, CET CHECKED BY THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF PROTECTION ONE ALARM MONITORING INC. THIS DRAWING MAY NOT BE REPRODUCED, OR REPRODUCTIONS HEREOF USED, WITHOUT THEIR WRITTEN PERMISSION. SHEET TITLE FIRE SPRINKLER ALARM MONITORING SYSTEM TITLE SHEET SHEET NO. FA - 1 OF 2 AREA (SQ.FT.)1 IOCC LOAD CALCI OCC LOAD 5,419 100 SF/PP 55 54,695 300 SF/PP 182 60,114 237 INDEX OF DRAWINGS • FA -0 • FA -1 TITLE SHEET, GENERAL NOTES FIRE ALARM LAYOUT FIRE ALARM RISER DIAGRAM & SYSTEM CALCULATIONS CONTRACTOR JOB -NAME/ LOCATION 0 REVISIONS 00 00 CO No. DESCRIPTION DATE SCALE AS NOTED JOB No. T.B.D. DATE 04.12.17 DRAWN BY BENJAMIN B. ALBAN, CET CHECKED BY THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF PROTECTION ONE ALARM MONITORING INC. THIS DRAWING MAY NOT BE REPRODUCED, OR REPRODUCTIONS HEREOF USED, WITHOUT THEIR WRITTEN PERMISSION. SHEET TITLE FIRE SPRINKLER ALARM MONITORING SYSTEM TITLE SHEET SHEET NO. FA - 1 OF 2 SYMBOLS CA PROPERTY LINE NEW. 8" POST INDICATOR VALVE NEW VAULT PER TAKWILASTAND4RDS \2/ PROPERTY LINE NEW S—x-2 `x -2'/z•'. FIRE DEPARTMENT CONNECTION ,-1/ Apy-z— foo et [pct.('1 1 EXISTING 8" NRS GATE VALVE • 12 mu ®®_ _ = = =® ®®®® ® ®1�®®®rte® ® im®®=== six sza =. ma ma EXISTING D.I. CLASS 52 PIPE 10 IW 1 1 <i) OLYMPIC AVENUE SOUTH EXISTING 8" TAPPING VALVE 12 EXISTING D.1. CLASS 52 PIPE ® =mei _ ®.®a ma ® emu in loss mai®ma®e=® ® =rant ®-1 II= ems ei= son via ® emlmsit i am ® os ass E Ism lazi s.® ® 11111 EMI El= II= ® ®. * X -X TS * BB * X -X FF SWAY BRACING PIPE HANGER FLEXIBLE COUPLING RIGID COUPLING SCREWED CAP SCREWED PLUG HYDRAULIC NODE LINE PIPE DESIGNATION LABEL MAIN PIPE DESIGNATION LABEL GATE VALVE-N.R.S. (GV) OS&Y GATE VALVE (OS&Y) FLOW SWITCH (FS) ELECTRIC BELL WATER MOTOR GONG (WMG) CHECK VALVE FIRE DEPARTMENT CONNECTION (STANDARD) FIRE DEPARTMENT CONNECTION (FLUSH) FIRE DEPARTMENT CONNECTION (SIDEWALK) EXISTING FIRE HYDRANT NEW FIRE HYDRANT POST INDICATOR VALVE (PIV) THRUST BLOCK FLANGED CONNECTION GLOBE VALVE ANGLE VALVE EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING BY OTHERS NEW SPRINKLER PIPING BYAPFP CENTERLINE OF PIPE TO BOTTOM OF DECK CENTERLINE OF PIPE TO BOTTOM OF BEAM OR JOIST CENTERLINE OF PIPE ABOVE FINISHED FLOOR ABBREVIATIONS ATR CTS S FDC FOC FOW GALV IFOW MT O.C. POL RC SN SS TYP UNO RN DR DN UP THR ALL -THREAD ROD CENTERLINE CUT TO SUIT SOCK -IT FITTING FIRE DEPARTMENT CONNECTION FACE OF CONCRETE FACE OF WALL GALVANIZED INSIDE FACE OF WALL MECHANICAL TEE ON CENTER PIPE -O -LET REDUCING COUPLING GROOVED SHAPED NIPPLE STAINLESS STEEL TYPICAL UNLESS NOTED OTHERWISE RISER NIPPLE DROP PIPE DOWN PIPE UP THREAD UNDERGROUND NOTES SCOPE OF WORK RED HAWK FIRE PROTECTION, LLC. (RFP) WILL DEMO EXISTING SYSTEMS IN WAREHOUSE AND PROVIDE TWO NEW WET PIPE AUTOMATIC SPRINKLER SYSTEM TO PROTECT THE GRAINGER TUKWILA WAREHOUSE. UNDERGROUND VAULT AND BACKFLOW PREVENTER WILL BE BROUGHT UP TO CODE RFP WILL START WORK AT A EXISTING UNDERGROUND AND SYSTEM PIPING PER PLAN. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES.. DESIGN CRITERIA PER NFPA 13(2013), AND CITY OF TUKWILA. WET SYSTEM 1 (NORTH) LOW BAY AREA (23' ROOF HEIGHT, 20' MAX STORAGE HEIGHT) DESIGN DENSITY: FLOW (4) ESFR HEADS ON (3) LINES AT 35 PSI PER TABLE 17.2.3.1 SINGLE-, DOUBLE-, AND MULITIPLE-ROW RACKS (NO OPEN -TOP CONTAINERS) CARTONED NONEXPANDED WET SYSTEM 2 (SOUTH) HIGH BAY AREA (28' ROOF HEIGHT AND 25' MAX STORAGE HEIGHT DESIGN DENSITY: FLOW (4) ESFR HEADS ON (3) LINES AT 35 PSI PER TABLE 17.2.3.1 SINGLE-, DOUBLE-, AND MULITIPLE-ROW RACKS (NO OPEN -TOP CONTAINERS) CARTONED NONEXPANDED FLOW TEST INFORMATION WATERFLOW INFORMATION HAS BEEN PROVIDED BY TUKWILA WATER DEPARTMENT. FLOWS OBTAINED FROM SYSTEM MODEL OF UNDERGROUND SYSTEM STATIC PRESSURE 120 PSI RESIDUAL PRESSURE 20 PSI FLOWING : 5076 GPM LOCATION OF TEST.: AT SITE ELEVATION OF TEST : SAME AS BASE OF RISER GENERAL NOTES RED HAWK FIRE PROTECTION, LLC. 1. SPRINKLER SYSTEM DESIGN PER NFPA #13. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA#13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. ALL 1" THREADED PIPE TO BE SCHEDULE 40 WITH THREADED FITTINGS. 8. ALL 1Y2 - 4" PIPING TO BE EDDYFLOW WITH GROOVED FITTINGS. 9. ALL 6" PIPING TO BE SCHEDULE 10 WITH GROOVED FITTINGS. 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'F' FOR FLEXIBLE. DRAWING INDEX Without Comments As Noted in Rte' Per The Attached Letter TUoKWILA FIRE DEPARTMENT P easy ca' �L - .75-4407 and gI,e thin ? •pit: NO. /(4,-.5"/40 3 and ex ..t 'ibr shut- down hotdown or ap ro°dal. 1. ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER \VAC 212-80. 2. PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL 3. ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY. (T0 TOP OF PIPE). . 4. ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APF ZZOVED FOR FIRE PROTECTION. ALL PIPING. WITHIN 5'-0" OF BLDG TO BE MIN CLASS 52 DUCTILE IRON. 5. ALL UNDERGROUND PIPING SHALL BE RESTRAINED. IN ACCORDAIICE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). FS 0.10 FP 0.20 FP 2.10 FP 2.20 SITE, NOTES AND SYMBOLS PROJECT DETAILS MAIN FLOOR NORTH MAIN FLOOR SOUTH VICINITY MAP Few V:plaire 801 VALLEY AVE NW, SuirE D. PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER. SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP 08/04/16 Signature Date 7 Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Revisions Contract With: LBD, INC. PO BOX 236008 ENCINTAS, CA CONTACT: STAN LAIDLAW Phone: 714-681-5095 Contract Name: GRAINGER TUKWILA 6725 S. TODD BLVD TUKWILA, WA 98188 Drawing Title SITE PLAN AND NOTES Key Plan 6. ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED V NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 7. ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE' WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" 490 GPM 6" 880 GPM 8".- 1,560 GPM 10" - 2,400 GPM 12" 3,520 GPM Whet! Sia:toners In Sears t)1 tIP: F a ghs C5nsbthng En411, Zoic Systems; lx; 8. ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance t i:i'i current City standards. Acceptance is subject ro e rors and omissions whic do not authorize violations or adopted standards and o'c;n-anceS. The responsibility for the adequacy of desion rests totaiiy with the resigner. Additions, deletions >" revisions to trig d, mit igs after this date will void tr!°s acceptance alio Atli► require ire a resubmittal of revise. d. ,':vin ,S fo b .tts, en , approval. Final acceptance is sf:lo=ect to field test and inspection by The Tukwila sir- Prevent or, Bur au. Date: f 1 (o se r Ti(! Scn27te th 57255 Todd5Ird • . rk Engtne Cent Ca;eade ac,bflcwrnx1--GrAnre& M,"ble ".:n u. Specrnh Date: Job Number: Designer: Building Permit: Drawing No. August 04, 2016 60051 KEVIN RIDER c SupplyCcniet Wdshi qG Po! ery G, `zg, S L9vth S' 6725 TODD BLVD 16-S-163 PAID AtJO ' 2016 TUKWILA FIRE NEW SLEEVE EXTEND CURB NEW 8" APOL NEW 8" POST INDICATOR VALVE REPAIR PAVING AND NEW CURB 0 DOUBLE CHECK VALVE ASSEMBLY RELOCATE DOMESTIC NEW VAULT PER TAKWILA STANDARDS EXISTING ALARM VALVE NEW 6"x2"/z"x 2Y" FIRE DEPARTMENT CONNECTION `` EXISTING WALL PIV REPAIR PAVING AND NEW CURB. NEW SLEEVE WOOD BEAM 1/2"5(4 112" LAG SCREW 5/8" THRU BOLT TOLCO FIG. 980 1" SCH. 40 PIPE 1/2 BEAM DEPTH MINIMUM 1" SCHEDULE 40 PIPE PIPE TO BE BRACED TOLCO FIG. 1000 OR TOLCO FIG. 1001 EXTEND 1" MINIMUM SWAY BRACE ATTACHMENT TO WOOD BEAM SHOWN IN LATERAL BRACE APPLICATION SEISMIC BRACE -WOODBEAM 1" SCHEDULE 40 PIPE 5/8" THRU BOLT TOLCO FIG. 980 WOOD BEAM / 1/2"x4 1/2" LAG SCREW 112 BEAM DEPTH MINIMUM EFFECTIVE BRACE ANGLE MUST ALSO BE GREATER THAN 45" TOLCO #980 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO #4L PIPE CLAMP PIPE TO BE BRACED • SWAY BRACE ATTACHMENT TO WOOD BEAM SHOWN IN LONGITUDINAL BRACE APPLICATION SEISMIC BRACE - WOOD BEAM SCALE 1/2"=1'-0" HANGER NO. 15W SIDE SAMMY SCREW 11121111111111111_____. Round to Nearest Inch = Note on Plan: Hanger Number and 'A' Dimension illNIIIINIIII/IINN, 3 5/16 Round Bar. en Hanger No. 02T Pipe with Wood Angle Clip Side Beam Bracket, Rounded to Nearest Inch Swivel Ring Nut All Thread Rod Lag Screw c All Thread • Rod Pipe 1 / / 11IMI1111m11101, Note on Plan: Hanger Number and "A" Dimension RED HAWK FIRE PROTECTION, LLC "1"4"--"‘44*.e..\ Few (//iAirt 801 VALLEY AVE NW, SURE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL#. REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP �ca nru%. 08/04/16 Signature Date Approvals Required. CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: LBD, INC. PO BOX 236008 ENCINTAS, CA CONTACT: STAN LAIDLAW Phone: 714-681-5095 Fax: Contract Name: GRAINGER TUKWILA 6725 S. TODD BLVD TUKWILA, WA 98188 Drawing Title PROJECT DETIALS Key Plan Date: August 04, 2016 Job Number: 60051 Designer. KEVIN RIDER Building Permit: Drawing No. FS OO —S ---/& 3 Hanger No. 04W Angle Clip (Joist) Wood Joist or Bea / / Drive Lag Boltrew or 1 • MINIUM o / / Rounded to Q Nearest Inch= All Thread Rod 111111 o o 1 Pipe Swivel Ring f................ 1 y 0 ...._..} Note on Plan: Hanger Number and "A" Dimension RED HAWK FIRE PROTECTION, LLC "1"4"--"‘44*.e..\ Few (//iAirt 801 VALLEY AVE NW, SURE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL#. REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP �ca nru%. 08/04/16 Signature Date Approvals Required. CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: LBD, INC. PO BOX 236008 ENCINTAS, CA CONTACT: STAN LAIDLAW Phone: 714-681-5095 Fax: Contract Name: GRAINGER TUKWILA 6725 S. TODD BLVD TUKWILA, WA 98188 Drawing Title PROJECT DETIALS Key Plan Date: August 04, 2016 Job Number: 60051 Designer. KEVIN RIDER Building Permit: Drawing No. FS OO —S ---/& 3 47-2'/z RED HAWK FIRE PROTECTION, LLC HANGER NO. 15W SIDE SAMMY SCREW E:W LI �T�;1ArPPJFargdarAIIIIIITHI ATIO.IIIIIIIIIMI ,► s -a 1e 8- ,c 4-0 l 4-0 8•Q! l► 4-0 14-0 8-q IrdrpreArAl ArAsir r AterAgoil rAmirA I, 11111111MWANIEW. 14P4'ansi®rAi I' 2 ib 2 1144UI's. lor 111174-"7417 I A A 4®Ansorc ®HATCAREA IS EXIST! : G. NO CHE I'HANGE'ITO SPRINKLER .YSTEM el- P' OTECTING AR ...ii �� t �4iW' 11W11 Amir 21 0-6 Round to Nearest Inch - EbLee 801 VALLEY AVE NW, SUITE D tatPUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 QP Note on Plan: Hanger Number and 'A' Dimension 2% 0-6 nnnnnounmimhI Hanger No. 02T Pipe with Wood Angle Clip Side Beam Bracket Lag Screw nunumm11nnnn0. All Thread Rod Rounded to Nearest. Inch Swivel . Ring NICET Stamp. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER. SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901QP `brJc7nr-+'c1 -`.08/04/16 Signature Date A Note on Plan: Hanger Number and "A" Dimension 2% 0-6 Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Hanger. No. 04W Angle Clip (Joist) 1► — 4-0 4-0 5-0 ; I 2% 0-6 Wood Joist or Bea 111111111111111111111111111 21/2 0-6 All Thread Rod Swivel Ring Ak i l I l I Alif M A/APIPP20$1 AlrIVO AAI �1_M HATCHE u AREA IS EXIST! G. NO CHANGE :TO SPRINKLER YSTEM P'OTECTING AR •I Note on Plan: Hanger Number and "A" Dimension Contract With: Hanger No. 01W U -Hook PO BOX 236008 ENCINTAS, CA'. CONTACT: STAN LAIDLAW Phone: 714-681-5095 Fax: Contract Name: GRAINGER T U KW I LA 6725 S. TODD BLVD TUKWILA, WA 98188. Drawing Title Note on Plan: Hanger Number and "A" Dimension 2% 0-6 1► l 2% 0-61 0-6 Key Plan 41-9'/z DOWN TO SYSTEM 1 AT EXISTING RISER DOWN TO SYSTEM 2 AT EXISTING RISER ALL BRANCHLINE HANGERS TO BE U -HOOK WITH LEGS AT 30° UNO. ALL MAIN HANGERS TO BE SIDE BEAM BRACKETS UNO. ALL EFSR ARE ON 1Y." X 4" SPRIGS UNO. . LATERAL AND LONGITUDINAL BRACING ON 6' MAIN TO SPACED AT AMAX OF 30' ALONG MAIN. 5. LATERAL AND LONGITUDINAL BRACING ON 4" MAIN TO SPACED AT A MAX OF 30' ALONG MAIN. SPRINKLER LEGEND SYMBOL MANUF. RESP. TYPE SIN K -FACTOR THREAD TEMP. FINISH QTY (N Tyco Quick Upright TY7126 16.8 '/. 165•F Brass 442 89.965 BASE of RISER (gpm) _ - 1197.49 BASE of RISER (psi) • 83.248 SAFETY MARGIN (psi) Total 442 BRANCHLINES DO NOT REQUIRE LATERAL BRACING BECAUSE THEY ARE HUNG WITH U -HOOKS 7. BRANCHLINES WILL REQUIRE LONGITUDINAL BRACING SPACED AT A.MAXIMUM OF 80' ALONG LINES Hydraulic Information Remote Area 1 NORTH OCCUPANCY CLASSIFICATION ESFR MIN_ END HEAD PESSURE • 35.000 (ESFR) TOTAL HOSE STREAMS 500.00 TOTAL HEADS FLOWING 12 K -FACTOR 16.8 TOTAL WATER REQUIRED 1697.49 TOTAL PRESSURE REQUIRED 89.965 BASE of RISER (gpm) _ - 1197.49 BASE of RISER (psi) • 83.248 SAFETY MARGIN (psi) +16.855 (15.8%) Date: Job Number: Designer: Building Permit: Drawing No. August 04, 2016 60051 KEVIN RIDER 21A co -9'n 2l44 2 2" .23-8Yz FFI 8 0 0-6i NOTES ALL BRANCHLINE HANGERS TO BE U -HOOK WITH LEGS AT 30° UNO. ALL MAIN HANGERS TO BE SIDE. BEAM BRACKETS UNO. ALL EFSR ARE ON 1'/r' X 4" SPRIGS UNO. LATERAL AND LONGITUDINAL BRACING ON 6" MAIN TO SPACED AT A MAX OF 30'. ALONG MAIN. LATERAL AND LONGITUDINAL BRACING ON 4" MAIN TO SPACED AT A MAX OF 30' ALONG MAIN, SPRINKLER LEGEND SYMBOL MANUF. RESP. TYPE SIN K -FACTOR THREAD TEMP. FINISH -QTY 0 Tyco Quick Upright TY7126 16.8 • % 165'F Brass 229 +14.183 (12.9%) Total • 229 BRANCHLINES DO NOT REQUIRE LATERAL BRACING BECAUSE THEY ARE HUNG WITH U -HOOKS BRANCHLINES WILL REQUIRE LONGITUDINAL BRACING SPACED AT A MAXIMUM OF 80' ALONG LINES Hydraulic Information Remote Area 2 SOUTH OCCUPANCY CLASSIFICATION ESFR MIN. END HEAD PESSURE 35.000 (ESFR) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 12 K -FACTOR 16.8 TOTAL WATER REQUIRED 1456.99 TOTAL PRESSURE REQUIRED 95.882 BASE of RISER (gpm) 1206.99 BASE of RISER (psi) 89.079 SAFETY MARGIN (psi) +14.183 (12.9%) HANGER NO. 15W SIDE SAMMY SCREW Round to Nearest Inch Note on Plan: Hanger Number and 'A' Dimension nmm11111llllll111111 3 I�1 Hanger. No. 02T Pipe with Wood Angle Clip Side Beam Bracket -[ 5/16 Round Bar Rounded to Nearest Inch Swivel Ring Nut All Thread Rod Lag Screw / / 11111111111111111111111@ All j- Thread Rod Pipe / / / L_ Note on Plan: Hanger Number and "A' Dimension Hanger No. 04W Angle Clip (Joist) Wood Joist or Beam Rounded to Nearest Inch - All Thread Rod Swivel Rin ( / 111111 1111. Drive Screw or / Lag Bolt / / Pipe Note on Plan: Hanger Number and "A" Dimension Hanger No. 01W U -Hook Wood Joist or Beam / / / • //t • /// Rounded to Nearest Inch = / / / / / / / / / Lag Screw or Drive Screw / / ? ///' ///// / / //•/ ///// Rod Pipe Note on Plan: Hanger Number and "A" Dimension RED HAWK FIRE PROTECTION, LLC 801 VALLEY AVE NW, SurrE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 Fax (800) 591-4382 WA CL# REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP 08/04/16 Signature Date r Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: LBD, INC.' PO BOX 236008 ENCINTAS, CA CONTACT: STAN LAIDLAW Phone: 714-681-5095 Fax: Contract Name: GRAINGER TUKWILA 6725 S. TODD BLVD TUKWILA, WA 98188 Drawing Title FIRE SPRINKLER SYSTEM 2 SOUTH Key Plan Date: Job Number: Designer: Building Permit: August 04, 2016 60051 KEVIN RIDER Drawing No. FS 2..2 fly -5-1(P3 /0170 T ---1 b<1ST 'Sr NI T :.N' tL. I•1 ave. Exisj4 IItnit b4bast., AIJ D P4.p1.Ace 112, x 114 IC 12, Itais. 1 1� _v. 4.44 a V .1M 12.D LOU 4.0 coJ 11'-a 1 1J 11- Liv L C t/'•• = t D" a-. 6725 TODD BLVD 94-S-288 ACCEPTED ir WITHOUT COMMENTS. AS f4JTED til RE•) ❑ PER THE ATTAC: i ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A.I•iitionsr deletions or revisions to thF.::,; r..: Inas aft:r this date will void tidy require a resubn:►::I u. ►c.i:;::.f :rlelwings. Final Ic e.It snle Is Sl,') jT^t 5 field- inspec`i;:t >/j a re;,resentative of this depra•:. -lit DATE:; CITY OF TUKWILA 575.4407 ptti1414 / INs t.1/Y ION j'Er- 14FPA• I3, l 0.4 . SLI. N trr T•' 15I` r LL I i 17 "tel" . I1#'04 T.. bEct rf.o- NFPiL . I' I�C)4. F@:L.Q-C-TM Jill DEC 71994 L1 fUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this No. 2-98 and exact address for shut. down or restoration approval. SPRINKLER ,LE, SPRINKLER ORIFICE SIZES AND TYPE 1116 6 2 sPR/►Y 1" SPRAY 16 2 SIDEWALL DRY TYPE TEMP. RATING 0• 165' 212' 4 208' • 350' >� 500' z fix >r� SPRINKLERS USED SYM tarts, «m I F's5o s,bu 1 1 j' 1 2 '4121 TOTAL APPROVALS REQUIRED REVISIONS MK DATE BY A FILE PROJECT NAME 412./kINGE,r- %urrLy C.725 To PP Ib1.vQ. C«rTx P'awN 5_ J 11 1 "R MRK,+. Grinnell FIRE PROTECTION SYSTEMS COMPANY 1106. 54th Ave. E. Tacoma, WA 96424-2733 Contractor's Lic. No. GRINNFP137LE DESIGNER DATE JOB NEMADgR. II: -.I -00I EIVE) AUG 41986 1 FIRE PREVENTION SURTAit WASHINGTON SURVEYING & RATING BUREAI° SEATTLE, WASH. AUG 4 19e C As meeting requirements of this bureau tor classlficatwr, da sprinmerea; however, system changes or additions as recommended on the attached 1 sheet(s) will result in improved rates. Acceptance applies to plans as ' _.�. submitted, and for construction and occupancy shown thereon. Einished ___ -- installation subject to inspection for final acceptance, All comments, approvals and acceptances relate exclusively to relatfrt effect of various conrlitions urrn fire insurance rates. They are not to be construed ;15 b r;i in 2uy' upon the question of whether -due care" has beer exemisedi r�it1, respect to possibh. liability for persond Injury or damage to property. It is recognised that hazards which result in loss stir! -vk$ SS WASNEK. ft 1-10-r .# 3fr goo ao Q "4--- 4't L G ATZ. 7E i"A t(, t► G E g - 7 -74,,--4-,, Z' a 10S iNt -r o Vq.vj IBJ WvV c F G E t Ri tJA 17' =ti til SCALES Ye = 1, -CD" I5r-,e,KEi�I 1-14..IE (— — — — PtpE Z. SDLI>7 Llt_IE ( N:W PIPE 5. ® = VZ 1105° IZELIAe4LE MOp "L�" G1 -(e/41 -EQ `%, ALL 1V4.0Pi i f5C _ I (1 -0) c.>I`I .b AL— ggQI.)C1 Lf NE H & J(,�E�S ro 6tS :_d° L•Dla� L5� yV 3g oP L�L.C� lett - cat,X't 3/g" ,e -r V./ / iLlaz, N -A ' ETC- EA,-- _14A►341 Mks-regIPct..- ma-rEIZ1at_ t—►S'f" Z,__ALso= 10(--0‘. L -'t 3"s ,4 -r I 3(d-11`F>J A l5 < 3o -1v-2) ABE (_1-b) C,,,BE. "Arr HP�►JG,� _ r.00ST - A Dov T (:) --(T) ..tJT ,rd 3(1-D) W l 1- H ACCEPTED WITHOUT COMMENTS. 0 AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of inTukwila Fire Dept. Additions, d Ietions reuisjon.s to-thcsc drawjr,gs yfter this date will void this acceptance and will require a resubmittal of reviseddrawings. Final acceptance is subject to field - inspection by a representative of this department DATA �.v _.._ BY: CITY OF TUKWILA 575-4407 6725 TODD BLVD 86-S-093 �Et_1A6�1✓ 5S0.. Bt' I`s° IIVK W1callLA FIRE DEPgRT 575- and gjVe this job 4.07461! Nn d exact dQW or restoration for shut: approval, REV. NO. — DATE REV NO. _ iQY.-_. DATE eoKstt�ler-�at� AZA/ -J/ V /A a7Z.5 TpP2 5L -VP' sEA-r-rL. ' ' els Is6 AUTOMATIC . COMPANY A PART OF WORIIALO FIRS SYMTtlds I 1 DLo AVC. E YAGoMA wA .9s4m4 t'Hdt.L qzz-[04.44 4 CA. ST. CONTR. LC. N0. 320374 DATE JOS NUMBER 1 S l� 6 Sz-3' S 1/ • i • c+c) • f • • / 1 j n -r k1\A1 D F F t G E t R t `-.<A VLA N; SCALES 18, _ li_0" L 1, t e.).1 E1.! L✓/ti.lE (— — — z yZ7L 7 L U-tE ( 5, = Ilii 16-5o IZ5LI A13L6 4.- 1'z) g� cJi I'J 3(I-6) Ft r£ W11-1-4 Z'/z S IL-1 EXt5-t uG Pt/7 NSW PIPE MOV "Ca" G1-IZ/L1-12 -1 (z -o) (.31-1.O. ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED D PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, del -tions or revisions to these drawings after this date will void this acceptance and \vIII require a resubmittal of revised drawings Final acceptance is subject to field - inspection by a representative of this department DATE: 9'�a�Y: CITY OF TUKWILA 575-410/ • '` � ► J,r �,,t Fi R E p !':`.ease calf: 575_EPARTMEITT s 4407 e rro.. 493 doa exa::; call: �l , fc'~�--�.. r shut. )i7 af.)roval. FELE RE(Ei bE I.; . . .. �l`E"f?lN BUREAU CONTRACT NAN!, nayAUTO:ATIC 3PRINXL£i CO6IPAJ Y A PART OF WOONIALD ?MR! SYMTti3 I1D[v `,4Tti AVv• E TA c.,c) vi A .98-42.4 PNot\LE 922--LeL44 WA. It COI TL LA NO. Slt-NT-RA-Sik.44A CA. ST CON7R. LIC. NO, 320374 DESIGNER DATE li Jos NUM$ER 1A,u e.), -ruAj 7 5 l� /�� 32,-398�i 133924 1 STANDARD HANGERS (Circle hanger(s) to be used) 3C 4C 5W 5C 5S \--CEILING PLATE (OPTIONAL) COACH SCREW ROD -PIPE RING - FASTENER IFOriDERSTLIDI -ROD COUPLING --ALL THREAD ROC • ts!.c, o • o •••___ CONCRETE ANCHOR (DRILLED) ROD COUPLING L•THREAD ROD RING 0 - PIPE RING 1 6 — ALL R0D THREAD - PIPE RING FASTENER A, 1 -- SIDE BEAM BRACKET (CLIP) FASTENER 6W I 8S 9S SHORT STRAP 10S SPRING LOADED TOGGLE '.___CEILING PLATE (DPT(ONALI ....) — ALL THREAD ROD PP) RING Fax NUT FLAT WASHER ALL THREAD ROD — PIPE RING TOP BEAM C CLAMP --ALL THREAD 11W 11S ROD - PIPE RING -- TOP BEAM C CLAMP .-ALL THREAD ROD - PIPE RING ; CEILING .,-fLANGE -FASTENER — ALL THREAD ROD .,-'PI RING 12S 13S 14S 14W 14C SB -1 FASTENER. - -14 CAP OR STOP TRAPEZE BAR - CHANNEL PIPE OR ANGLE. IRON — ALL THREAD ROD -PIPE RING f - TOP REAM CLAMP /— THREADED u BOLT TFAsTENER sc. I -EYE ROD (i/V• PIP( RING TOt CO UAW/ FIG IMO SB -2 FASTENER BRACE FITTING COMPLETE •IMPIPPORNIPPRIMIONINNIMIJ --=-AVAX).• • e 0 P, 6; 6,1z1-1•3_0._ELL..._-A,I.N.e. ••V co" 3 4 8 9 10 12 / P ED at. fl WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of TukNila Fire Dept Additions, deletions or revisions to these drawings after this date will void this accept -ince and will niquire.a resubrnittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department 1 1 "t t..p - -6 \\-1- (1) , " - '`‘ t " - IS /MI"• \ c=\ -Acz1 • Nailk foo I4 TUHe 1<a sVeV I LcAa F: I R5E7 5D-4407 MENT and give this job No. and ex,ot: address for shut., down or restoration a,pprovari • 1 ->0 ••( _ ierl5T- sT 3-1.a Tr 5 Itcess)3T T. '4,;;2.S_, jS1-_= --71FiNA--"Ne-A•• _ 4 E:=7=4- BRACE • TOE -..-BRACf FITTING COMPLETE W/FASTENER /' " - t -Pt - .• -1- - • 1 4 c• 14c1 7.17c:a Icict BRACE FITTING 711.40 PIPE CLAMP SWAY !RACE PIPE „ ,• 4 C1 ,cct -113c>"tYDItL \l‘czA...E ) % / 0 / 7 -Km. 7-1 42 ST31,-.1 C -D ::i_i co 1) -4/ -------LLL==g,33)_; • ./ IMPORTANT In localities subject to freezing conditions, it is the owner's responsi- bility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Com• pany, Inc. and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request; all information herein contained shall be treated as secret and confidential: no • reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. CONTRACT RESPONSIBILITIES ITEM G.F P.S ()THE RS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING -t SPECIAL REQUIREMENTS 13 DOMESTIC PPE 13 SCHEDULE 40 O SCHEDULE 80 O E M. MATERIAL 0 GALVANIZED PIPE 0 GALVANIZED FITTINGS O GALVANIZED MATERIALS O SPECIAL FITTINGS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT :____ PHONE: en.C.P - 4/S," SPRINKLERS TYPE ORIF. TEMP. FINISH CANOPY SYMB. QTY. -1-11:1Z1Vk-r. 1.r3Z, 786, iBr.-X---p — OT -\7 - ... TOTAL THIS SHEET \ -7a. C) Hydraulic Reference Point •io Line Designation .13' c_ of Pipe Below Bottom of Deck CI_ of Pipe Above Ref. Plane A Main Designation —.4_ Earthquake Bracing: 2 & 4 Way Screwed Cap --1) Grooved Cap Sc "".---::.-4J2---"`" Elevation Change in Pipe (nored twethruPflluogoo SYMBOLS Gate.Valve N.R.S. (GV) -iii- OS & Y Gate Valve (OS & Y) Flow Switch (FS) 6 Monitor Switch _14- Butterfly Valve 0 Alarm Valve (ALV) Electric Bell =f Water Motor Gong (WMG) 4:::4 Wafer Check Valve Swing Check Valve ® System Riser • Fire Dept. Conn. (Standard) (FDC) /4,74 Fire Dept. Conn. (Flush) (FDC) tr. Fire Dept. Conn. (Sidewalk) (FDC) _4_._ Post Indicator Valve (PIV) 'cm Fire Hydrant (3 Way) -kr Thrust Block __.t._. Key Gate Sectional Valve with Roadway Box oez2Z2 Fire Hose Assembly (see notes) Inspectors Test —0- Grooved Coupling (GC) -(13- Flanged Connection -3- Globe Valve -* Angle Valve . Dry Pipe Valve BOB BOD BOP DO HV N & C NIC NTS OBJ PRV RM SP TOB TOP TOS UON 'M• D Ci;s1- Muni ST I 1e5TN ST t r TWIN 5 S 167TH ells, ; 168TH ST 1 s te-hT LN 1 I ST gsuc TENNI •-• • • 1:-• 1•51CTIONIT7i7:::.,4 — — 170TH 1ST S TT 1111 t cc S 172ND ST H s sn/Jri CHRIS T- IFIVSSY GREENBELT PK 25; Ti WINKLER 175TH ST 6-1>1 5 ST t• &ivy-I—LAKE k 1 A _ 184TH VA/4i' 3:R/DGE‘t 'PARK • • ,18,37414-sT 4. \k‘ rL/sL 4 4 11 180TH tT -cr — 1 ITH ;01-‘•_x• Lit4t_Es5 F Tr 11.10 _ .TJY) f'1P _ - 131 -lc - NO DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN ABBREVIA-IONS 8 9 Bottom pf Beam Bottom of Deck Bottom of Pipe Ditto Hose Valve Nipple aria Cap - Not in Contract Not to Scifie Open Bar Joists Pressure Red Valve Roof Man,fold Standpipe Top of Be3m Top of Pipe Top of Steel Unless Othierwise Noted SYSTEM TYPE WET DELuGE__3 DRY D PREACTION • ISO O !RI 0 FM Ll APPROVALS OUT OUT OUT OUT IN IN IN IN pRoTEcn,. FIRE0N GRINNELL AREA OF APPLICATtONL CONTRACT NAME TRROEETsalAuLl ASEYroSETNETms: VvATr — --T:C7iiiiC1.r425..-ITR. 171 HYDRAULIC N A A - TTAESK1L DESCRI96P-ro72SN5,-3T3DD DENSITY \1217.-..T.1111"'„FtEr)173117-1c:54--3i7 Te7) SYBSTLEVMDDESIGN DATA GPM. SA:. F T. GPM/SO. FT. ALLOWANCES: HOSE SYS:SELMA:REA SO_ FT/HD. - - - - THESE PLANS PREPARED AT: LOWING osi. lie=,ING;E:RTMENT GPM. CHECKED DRAWN BY: DRAWING NO. CONTRACT NO: 10 11 12 10 11 12 S3'ANDARD HANGE tc1e hangerlsl to be use 3C 4C 5W 5C 5S **-- CEILING PLATE 10P TI ONALI 6 COACH ACRE* ROO -PIPE RING O a s O n 'e - /ASIENER H (POWDER STUD( ,--RO0 COUPLING -- ALL THREAD ifi.i. ROD --PIPE RING CONCRETE ANCHOR I ORIL LE DI ROO COUPLING ..--ALF THREAD ROO f) PIPE RING /---FASTENER /-FASTENER 6W I - SIDE BEAM BRACKET ICLIPI ALL THREAD ROO PIPE RING SNORT STRAP „_.SPRING LOADE0 TOGGLE • '.._.CEILING PLATE OPTIONAL, 144. BS 9S 10S 11W 115 ALL THREAD NO0 PIPE RING �-�- AEG NUT S —.� RAT MASHER _ _e ALL TARE AO ROO +-- PIPE. RING TOP REAM C CLAMP ---ALL THREAD ROD �- PIPE RING .-•-TOP SEAM C CLAMP .-.ALL THREAD ROO -PIPE RING (10 I _ I CEILING FLANGE FASTENER 1.-- ALL THREAD ACG ,11r\ RING FASTENER OR LL�-._'M•r.�-a- � T/ STOP • TRAPEZE BAR. 1 2S CHANNEL PIPE OR ANGLE ,HON 1 — ALL ENNEAD ROD ..- PIPE RING P1/ - TOP It AM CI AMP 13S 14S 14W 14C SB -1 !%—....— TAREAOEO U1011 AS!ENIA 1114111M TOI CO CLAMP/ I P FIG ,000 ..---SWAY GRACE . TOE 5872 FASTENER IRACE FITTING COMPLETE sway @RACE RIPE Si, I I A 1 R M,NUTS AND MASHE RE 711.ORACF TIT TING Court F IE WiFASTFNFq BRACE FITTING ENU --PIPE CLAMP C — t1 1 —C, C 1v += CAP , `Sri - - 1`.)E_ 1,i x 1-r.> �:1, re.. 'J✓/ t Lara`,/./ Tr2 F.:xI TIrv1� E( / C:r cell + STAIR 'B`PROTECTION rj LL 1,' 2 w 1141111111. 1'r sow b d til LISTER: r�R�ivI r ->c. r -1--r---- ,: I 11 L._. () 1 /" F"r T (: ='I '.I PLF.:5ez-1 L I ) I, rI 1'L MT. A14 t:' h -`1" M.T. IN C\ME.l~. F T7.„, b FA>r, LINE. OFF .'ME 1-.K1"•7 INC CIFFII" .4.et, ALE::i) (:) 1 '' n I DVo Er: 1.1 V L7-1. (E) rJ I NORTH -ENI FLOOR (.:;LAN 0 O I 4, 'N L (Cl'•7'r. 2',9- CY Tr I:. TCD Mp.lryT, �� rr't Af IVF 4Zc' F. JI Ili -- 3': e'LU. LArI 7U L Id F- 11' EH : Gtrr)l1 GLD '," ( r;,r-.' AND Ln.l ✓ Ty 'l .l_ NEvV S ELS' I INA Jeer VTC-. ,LAT r:, D 710 FA E. Cr-- ('11:2: Z,r"LN It E W 1 W.L. ON :1I E I T. At ., c) CONTO 311 L. u L K I N OFF Ic..r•. AT vel-., CGI.1VLF LOCATFQ _Ile:. I N r=M FP.L C': OF h1E-4ZA NINC WALT_. Z' Z. r -?--v/ - `Gee.. fi 31' E_�• I �T F'•'G FROM VIL. w TF r.% 7• Irl rI .r..:t'•� "IG."1 ZIi1T+ H�- FLEX C=-3 KITS 1 •- �--F( A 0 z 1"U 1-( &a I s STAIR 'A' DETAIL 14\, (ALU- Ll.,r•'i LI 5T ER: CALL C UTI 311,c I'-5i:6,'r; 7,/vs( VrC.. :-3,Ze4 AN C) 9 VI(_ (�L1>✓LC�. - r•"� C:� � r`s c LT FPI ":_1.-r /) n ..! AL(h.1 I;A If,t A. 043 -----_+ 1, J 1..... ..... --- `-` 2:,... (,I.IFl„•l,,r...v�, sd,'s,TIRRLI1-'s 114"4 er'�" 0^I.Ii'.ya-."_, WIta( LF. -e- A'' At r$ — :+ -4 ^2Ii7s ZI'-r) ` /, I .l I N N I 1 tltltl 1 .l1..._.........2:::...1..7..k'.4.1. r _ tl L. 1 -4 LIp1E... :51.J &,sT I T L1 T [=L , V1/ r&,NEtEr. SW WHA 'f5TRUC. TU RE RE.CI U I .E ( HANGER 16 DETAIL NOTES: 1. Ttc,HT- ,2117 1"r:: II CL -1-1 f" (.4 IZ', L.I N. ` R1 I 'T...F .r.J Z., I -\AN s 1:, I I, L. r �K •F' 1'4 l I r 1' 4r,* • L.1`L- 114'x I,,I LI f -I :)L.eh... (If') \NI-ILI:4C LIN:': CLl'��y L1r..,Irk: i'2'\}a\I-♦JLL_Ir� .L.Alr I L .1 w LITE K I q II 1 L. H ....1'..I rf y C'-1 ) V W Ni YL t. r Y r1 1 I A ut.IHLr Id" I I' L.) L I , J /6.1.e I�IE:i1st�'L � i 3, ALL. Irl L -IL i",(1' -c) k- L. D ) 4. 1'C.M'.,v\,i1".. LINT t r.(N'.'I Qr( CCLUN1IIN1_r f"' ea `117:,)rJ„ •II.I tiLr +,'..,.. A, llll t".f i JuLz.„I".-. WM T4.4 H "V4i'r', 5, ow rtt t. r,r V,. ,F1',..II:LF F5(Z. tw\ihJTAIN- I N a '.;} ,•' C I I S I'.1.,'i '- y.: 'i'' Lr' T` A 'w''G '-'—1 : ' F 4a. SpRils4 l.1 r . rll:r,�>: A>~E_ r t} - cl r. _ -r-y TUKWILA FIRE DEPARTMENT Please call: 575.4.07 and give this,. job No. . 3` _ and exact address for shut. down or restoration approval. 1,.. F:.,..' r' �, LP D F NO DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN IMPORTANT In localities subject to freereng conditions. It Is the owner's response blllty to provide heat throughout wet pipe spank ler systems areas and in enclosures for dry pipe deluge and other types of valves Controlling water supplies to sprinkler systems This drawing and the Information and design application herein contained is the property of Grinnell Fire Protection Systems Corn pany, Inc and/or Its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request, all information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS CONTRACT RESPONSIBILITIES ITEM GF Pi OT -FRS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS O DOMESTIC PIPE C] SCHEDULE 40 U SCHEDULE BO o F, M. MATERIAL U GALVANIZED PIPE O GALVANIZED FITTINGS U GALVANIZED MATERIALS O SPECIAL FITTINGS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT: PHONE: MAK(;. C 14 L-7 C I"L (2oc.� y�,z-r.,I:.r4,4 A1:01tr;Ir4 SPRINKLERS TYPE ORIF. TEMP. FINISH CANOPY SYMB OTY '1,111 NY r/.. /7= Imo. Gu C� C.e't C. - NC N.IC, NC'n..IC,. -9- UP r£I I•,Td. F" ITS'? Alt) 5,r I/2 'L„A •II It', liZ -1 I t - Nord 0 0 G.) TOTAL THIS SHEET Hydraulic Reference Point •IO Line Designation •i3' rt of Pipe Below Bottom of Deck CL of Pipe Above Ref Plane A Main Designation 4.. Earthquake Bracing 2 & 4 Way --Eo- Hanger -00•- Union —4 Screwed Cap —I) Grooved Cap _Q Screwed Plug 1'"- Elevation Change in Pipe (not thru floor) SYMBOLS -flc - Gate Valve • N R.S IGVI -{x}- OS & Y Gate Valve (OS & Y) Flow Switch (FS) 0 Monitor Switch -.t.�-t-- Butterfly Valve { Alarm Valve (ALV) ply Electric Bell tea Water Motor Gong IWMGI -%I Wafer Check Valve �} Swing Check Valve ® System Riser ftiVra Fire Dept. Conn. (Standard) IFDCI 0.101.1 Fire Dept. Conn. (Flush) IF DCI Fire Dept. Conn (Sidewalk) IFDCI Post Indicator Valve (DIV) '4' Fire Hydrant 13 Way) -( Thrust Block _4_ Key Gate Sectional Valve with Roadway Boo o=2 Fire Hose Assembly (see notes) -0. Inspectors Test -.0- Grooved Coupling (GC) -(1)-- Flanged Connection �- Globe Valve Angle Valve Dry Pipe Valve BOB BOO BOP DO HV N & C NIC NTS OBJ PRV RM SP TUB TOP TOS ULAN ABBRE VIATI ONS Bottoms I)I.II*Am Bottom Cl t ace, Bottom of T r,e Ditto Hose Valve N,ppie and II Not in Cony Not to Scait Open Bar Jr. sts Pressure Rel Valve Hoof Manif,, uJ StanrtpIpt. Top of Bea Top Of Pine, Top of Steel lJnlers i)thTvvoSe Ni.,ter..i ap act SYSTEM TYPE. WET '1 DELUGE. J DRY L] PREACTION CJ ISO IRI APPROVALS OUT ULJT IN GIUNNEIAL FIRE PLUITECTION SYSTEMS CONTRACT NAME South Center S. Industrial Park Tukwila, WA. DESCRIPTION Mezzanine Addition Fire Sprinkler SCALE DRAWN BY, CHECKED BY SYSTEM DESIGN DATA HAZARD CLASSIFICATION r.Nat>0.4 SYSTEM AREA HYDRAULIC DENSITY DESIGN DATA AREA OF APPLICATION TOTAL SYSTEM RE Oui RE NAE NTS GPM/SC1. FT. SC) FT GPM. AT PSI AT WATER SUPPLY INFORMATION RESiDuA TEST — TAKEN A 1 2 3 4 6 7 8 9 10 STATIC PRESSURE 6725 TODD BLVD 90-S-347 11 DATE THESE PLANS. PREPARED AT: ENGINEERING DEPARTMENT INO DRAWING NO. CONTRACT NO 12 4 7 8 9 10 11 12 STANDARD RANGE ( echo hanger(s) to be use . 1 3C 4C 5W 5C 5S STENER `' CEILING PLATE • IOPTIONALI COACH SCREW ROD -PIPE RING O • 0 -'r •A 0 FASTENER r IPO*OER STUD( `R00 COUPLING .--ALL THREAD it...4::\)1 ROO .-PIPE RING \_,„ CONCRETE ANCHOR IDRIILEDI 6 ROO COUPLING -All THREAD ROO + PIPE RING o i r:- ! -FASTENER 411. 6...._ All THREAD R00 f PIPE RING • SIDE BEAM BRACKET ICLIP1 /- FASTENER 6W 9 9 I II �- SHORT STRAP SPMING LOADED TOGGLE \--CEILING PLATE IOPTIONALI 7W ik, ALL THREAD ROD \q` PIPE RING I KMNUT Ar-. - FIAT WASHER 8S 10S 11W 11S 12S ALL THREAD ROO ,.- PIPE RING 1OP 1E AM C CLAMP -.—ALL THREAD ROO •- PIPE RING ..--TOP BEAM C Cl AMP .4-- ALL THREAD ROD *PIPE RING Moe V Trip•FLANGE •-FASTENER ALL THREAD ROD •PIPE RING I ASI/NIR 1" -^ea-- _.. - Clp — CAP OR STOP \- TRAPEZE LAR. CHANNEL PIPE DR ANGLE IRON ILALL THREAD NOD •- PIPE RING P�1B • TpP IF AM CLAMP ill 13S I IJ 14S 14W 14C SB -1 THREADED u CIL I /•"- i,111 i ---111 A00 1'_.. PIPE RING ,.. F AS TI NIR MI Co CLAMP/ If I FIG .ODD SB -2 y}`!r/i=1 FASTENER----.-'�'!' 'RACE FITTING -. COMPUTE SWAv SPACE PIPE 1 . 1 A A 1 R M,NUTS AND MASHERS +-SWA1'BRACE • TOE - ••-ORACFruPING commit 1,4/FASTENER SPACE IIT TiNC r- EAU E rPIPE CLAMP ,ry MI r ' TION It) "TIE. It'NIT3 E.XI�:›T l r�I LU1T�`E1 Lt±. V ►E. L OFF!- YG:,.C1.ICit`i STAIR 'B'PROTECTION OVv fXy v), ,0P. /6 .1P t21?`'1 3 r t))tVV/(2V�' (0'-' &-'fF 0L- 12. e2e of .WDtd Ap tx Lam% r(-�' 4e, � 00 017 ,1,97 760 e 1 _ OA/ (11 Z x 9- • 'S' I P'F. r+ +: k% Z4' O. C -T Y►°'I(i4L. 1 I 1I II II II =.Q:::....: Li. Tr7 f \I rA-TA% N `P�t 'N'It� 3':°` 1?) DELI. LArw ?U 1-2,0 N FIT1.EFI: Lfl'lu AND �11LRTA.1,..L NE.0J 5E.C.I1'br.1 4,HCWN. e,re, Kt AT VLC.., L o I"E., D '7=C7 EAC. E- GTP MZ`L�INE \NAL.L ON . ' EXI5T.AND CONNt'ct TQ 3" tuL,w„ IN OF K.r.: }+.ss, AT Vtc_, COUPLE ) rtin 1'-11'x. I N i'' M Y"PNA is OF t*'`i 'NINE. WALL. ) • :e4.71 ZFi. Fel V'✓ 1 :..1 I a1 31” Ex. I ; ,rr) I,4 FFNI 1E+f f. . l..f.+c.,,ErTr.0 "7'. t1 r 1. WN.44%._L O. KN., F -LEX • 1.-8 Fo\N--A8 17 N • 01 r-•"7=-: -: (04 ILi..I 32- (oIL ifC STAIR 'A' DETAIL ) ; 1-a• tib 1 -.' 1 �. 1 Fr • 3 fl; Zfi'K I"0 PI .1) NORTH -END FLOOR FLAN a HANGER NOTES: TUK.IL -rEPARTMENT I la...se cal: 57:3-4407 nd give this job No...... and exact address for shut down or restoration approval. AUk.T,,I7.AIIJ Ix' W I T41 LF...'..,. P..1 a le.!' 1' v., ' ..1.11s) JE..STITl.,1T ._ LI HO c.1< Vd/ HAlAtiaR I 5W t�JHC STT UC- TURF R t UIP, ,C ) 16 DETAIL 1. I'uLL I\I~E/s+ TLGHT 1N,TN LcaTTc�l"1 Oi-1iCL, C.t_LILAI'\ A r..c.L.I N. "LA -4 C. R.TrN :.`")11E)..•.:›5 W4►E;f:'r„ Ni. r a ,'.c.) ^<i HE.P-cif. PE.R. }-1 A 1,..E �'G .k.' r4. 1`'" "l r"� L iN1/ 114 w I 1-1)-1.31:.'„,)t<'''... • U .' G 1 '<i> H vyH E C( Gco_„,4 I- 141PL-1 L1�t. '%'MI„1 II IJ H,.7 .a�:G�) 1�JHF::G» utIt,r-wt. la” -2.1" f"+L�+ TEEAfV',5 ',:s16,1'••1 -T5 I ►,i pt`FI v•;.7..:.. a LI }.,E. ti141 lel C..ILL1r't1�:, FI 'w. 1. P4.1'4ll /JI'C'N' CHI, v./ ti 5, OWNE:sz.• 11L_E�/ Farr-.. lvwlflT4IIN. I ` &, �.�.� 4r 1 t 1 I ',i.. I P » i- I r'` 4'. n�j/r,�`' [n,. �•� 4'7 h' F F 6.SPRINKL..r: �I ;L .w A t.. h,l",T ril M«JJ- TEZt r Er, aF r.i I,J' 1 II 1 ` 1.LJ.�J...f..r,. 3 L.. ,,,L ""'!� r1 S. 1 //14/44 goo wa *Ma& yellA ACCEPTED ❑ WITHOUT COMMENTS. NJTED IN RED C1 i ),:.R THE ATTACHED LETTER T'1 1r swings affixed hereto have been rr.J: rY I :,n.1 accepted by the City of, .'. A•l::iitions, deletions 3; AO to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final :acceptance is subject to field-. inspec,i )n by a representative of this dep.lrtrrlen-t DATE. Y: CITY OF TUKWILA 575-4407 IMO • " r `f C.d4/0 P ci NO DATE Y REVISIONS SEE FLAGGED AREA ON PLAN IMPORTANT In localities subject to freezing conditions, It Is the i'wrier's response billty to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the Information and design application herein contained is the property of Grinnell 11F ire Protection Systems Corn pang, Inc. and/or its subsidiaries ants loaned upon the express conditions that the same be returned to GFPS upon request, all information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. CONTRACT RESPONSIBILITIES ITEM GEPS OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS O DOMESTIC FTE U SCI1EIXJLE 40 O SCHEDULE 80 O F; M MATERIAL O GALVANIZED PIPE ❑ GALVANIZED FITTINGS O GALVANIZED MATERIALS O SPECIAL FITTINGS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT: PHONE: MA K. GTL-4:?."GF Co) ` 2. . '- c.a Cu*• '414) A r)rf"Py SPRINKLERS TYPE ORIF. TEMP FINISH CANOPY SYMB CACI N n . FY"ra-7 /0- I I `. C_A.14Z. r;,,F.I C Grj,!NN.F+.::r.I Z.IZ' E7' -J' C NC)J-..)r:. 0 UP /T.:44 QTY NA. 00000 TOTAL THIS SHEET Is Hydraulic Reference Point •10 Line Designation •13' (- of Pipe Below Bottom of Deck Ct of Pipe Above Ref. Plane A. Maln Designation ►- .. Earthquake Bracing 2 & 4 Way Hanger --II- Union —G Screwed Cap •--0 Grooved Cap —(I Screwed ElevationPlug Change in Pipe (not thru floor) SYMBOLS -t="1- Gate Valve • N R.S TGV) - OS & Y Gate Valve (OS & V I Flow Switch IFS( O Monitor Switch Butterfly valve 0 Alarm Valve IALV) ,wga Electric Bell Iia Water Motor Gong IWMGI .-t Wafer Check Valve �J Swing Check Valve ® System Riser I. Fire Dept. Conn. (Standard) IFDCI r Fire Dept. Conn. (Flush) (FOC) Fire Dept. Conn. (Sidewalk) (FOC) Post Indicator Valve (Ply) Fire Hydrant (3 Way) Thrust Block Key Gate Sectional Valve with Roadway Box Fire Hose Assembly (see notes) Inspectors Test Grooved Coupling (GC) Flanged Connection Globe Valve Angie Valve Dry Pipe Valve BOB BOD BOP DO HV N&C NIC NTS OBJ PR V RM SP TOB TOP TOS UON ABBREVIATIONS Bottom of F1cam Bottom of Lpeck Bottom of P'pe Ditto Hose Valve Nipple and Cap Not in Cont act Not to Scale Open Bar JCiists Pressure Re( Valve Roof Man,fi Id Standpipe Top of B, .In,'i Top of Pine Top of Steel Unless Otherwise Noted SYSTEM TYPE WET x '7 DELUGE___.) DRY J PRE ACTION El 1 ISO IRI "(FM APPROVALS OUT IN OUT IN OUT IN OUT IN GRINNELL FIRE PROTECTION SYSTEMS CONTRACT NAME WNW•G� IN E South Center • ndustrial Park Tukwila, WA, DESCRIPTION Mezzanine Addition Fire Sprinkler SCALE. • -.) .. , DRAWN BY: M A l< 1 I> h p.ti CHECKED BY SYSTEM DESIGN DATA HAZARD CLASSIFICATION (S)I'=T1'*L "A•�•t'='r' SYSTEM AREA �f/JS, HYDRAULIC DENSITY GPM/S Q. FT. SQ. FT./HO. DESIGNSSIDATA: AREA OF APPLICATION SO FT HOSE TOTAL SYSTEM REQUIREMENTS GPM. AT ALLOWANCES. WATER SUPPLY INFORMATION, STATIC PRESSURE RESIDUAL PRESSURE PSI. WITH PSI. AT PM SI GPM FLOWING ATE - 1 THESE PLANS PREPARED AT: ENGINEERING DEPARTMENT DRAWING NO. TEST TAKEN AT BY OATE CONTRACT Na • 2 8 9 10 11 12 EX141111�•, Fuze H`1f?f`'A.N1 'I w., FIRE 14YPRaJT NII I!a' OUlevit Fi vJA4t - F't201-1'.ti.T i LIrJt II E- X I '97 I r .r :.i 1..5L-1764 t- 7> U 0 TU c„,,v,ilr.A. Cf. CRATE VALVE w/ r'<)h T' I ., L I C AT P. CaUAN, r`i F7'0 T - ti TO IG CIT`( M.1Ki 4.1 v.lA L.I. A -1-e A.0L2T v./ / TU1•. W ILI‘:A • 12EFy,LCf'ML J1 ( 4:,,1: Er: VII L. ETAAL TIA1'_ F1EC-:T' i lr\f4,1Nr;I vALvf_ mr,l�t ,, PLOT FLAN- NIc,CAHIN "395 aCALE : I iM - 20' - O" �L T 11J6„t FIRE.. NYVRA►IT c rT:A1J5 WAIL. 17t2.0peCc.TY4. riG 4" 1,A.,1 L PE 90' El iD3w 2 • IiMI k, (,apt'J alp Rt. Jan (%U,) .yI ��'LCy1�aEL .._.._.COKICRE,-rE VAULT �.. C N.I�,iTIMCa kink 17R ANT 14" To EX1/tT tbace% dpf4111iC LEI ,tiYytthA EX1':31.11.161 ,...- RT. VALV e ' I ' EY.1<31- 11..161 II,.,, mud - K1.ER • EXI,pTI►,JG.1 FIRE yF' I 7 T. r'-OIJlG 4ET101.1 T ' --_ ' OLYMPIC AVENUE ‘200-14� tOrr W#TER MAR] 9" I aAgv.4" TEC T N NK-.) GATE VA. r:.ti '•'� rf / PO'jT 1N0ICATOtt g MJ rt M..) "r•'r!t"FLgxf�E, I4TRAL J _Q bvVtiJta VA, I. • - TC,, \i IC '>0" e 4►?' ''L,4 It P ' 4104 GATE VAL'i W/ R4N9WAY eCo Mi MJ Tl`s,PPINU VAL W/ R OAGWA" Et)I M'.1 E MSTI N Ca' 34 Pi I viKiNG Mo0e,1 0-I DETeciv CHECK_ LVt= w r1 . J t>GK'�i I 12" Case MAIN 9 rA a 9 12"'r 8" TAPP C.1 TEE ,PT. Q , TI.. in an pa I'ravu' be ela ieet encs, n eiats> o'F: it eau �t' Fi ns t.o these 00 0 EXIT IPs] FR_ /de sprinkler coverage for all areas, luding loading docks:, entrance ways, closets, concealed spaces enclosed entirely or tially by combustible materials. ocate or add hose stations to provide required, erage (95') in warehouse and mezzanine. nt all exterior sprinkler components red. rants required per City Ordinance #729 Int IEPIRRINZERI '10 BE tO11111C1E11 1'R WITNESS THE FOLLOWING TESTS: 1. Underground Visual Inspection 2. Underground Hydrostatic 3. Underground Flushing 4. Overhead Ilyrdrostatic WA.TE.0 M'TUR. ALc1IZM M i g s1b M GJ-LJ►M 7J71..1 �i # ire y «� 17IIII..:,. ILII li I I'fI I' I I APPRI'V AS NOTED The drawings affixed hereto reviewed and accepted as n exccoing- a 0,1•.�;,•quirem City Of TJTk>.iI I t pt., Bur Prevention Additions:;.' revisio drawings after , 'hi•iy ilate shall construed as „being-:apprAved or. AUG.2 5-1 78 CITY OI='= ThJKWILA BUREAU . OF ;FJ:t PREVENT ca4 'vLALE•. 1G' . I' O L.FROR^ti►Le*t' 2.. Z) A Aftln GNIG VA• FLaw+OseQ v. c,Fnov .l W/Ie-R-nc L.TritM (o'" VIC. FLAU(are, !o CvMPAtvtnUl FLaWGt6', w/ to" t=t-A,,tge. LA. o. Au...OW L'" rnWwtraetL ' Foe. •uut ft. G.,R,Aur,,tca PIPs C AUG 1 3 197 1'CFi� ; C'FI,N1.r11Cir:11,I S''s rEMS, INC. Re.vlStOnt t FACTORY MUTUAL ENGIA,tffIQ`JG ASSOCIA '1QI;+i SEATTLE,DISTRICT OFFICE PLANS ACCEPTED SUBJECT TO CHANGES INDICATED AND COMMENTS IN TRANSMITTAL LETTER. FM approved equipment should he used and the mslauatidn should conform to FM recommended Root' practices. Finer acceptance of this too is suolect to held exam- ination and will only oe given when materials arid tests nave oeen certified using National Automatic Sprrnt+iei and fire 00(1d01 Association form 85 or equivalent. A separate form shoulo oe Submitted t'0' eaLh riser this acceptance is void if there are fluorescent hg f,.,"Gtl other ads 1Ltidns not crearly shown on these prints. Lief' mpani s is a to thea insurance policy coverages,1111111A FIRE DEPRTi bility of the rM Reviewed by I0 I 4-t res. C11"*( OF TUT4WILA 1-24-18 REVIEWEV it A►M7 &OV u t_� r F4C.TOF MUTUAL elp-ictl►.JEE.RIM4C,t ctTY Of` T4 .VI�iA TUrCW I LA Ft e, CE.?T' FIRE PREVENTION SYSTEMS, INC... (206) 602-6316 500 JOHN ST., SEATTLE • WASH. 99109 Offices: Seattle -Anchorage Mc.CANN PROJECT It 59 5 OLYMPIC AVE. SOUTH \ TODD BLVD. '3OUTNC E LATER 50. INDO TR1AL PAF K 'Tilt I,t" 1k1 I I A 1111'Dr=,u IIeiGTn� , 6725 TODD BLVD 78-S-1041 HOS. THIS SN!, 301 No.DWCr, NO. 15'54 1 ow, .... DRAWN DATE 7, 0'-1,5 SCALE r1`0 N1OTE:C )1f;J, IST. F1)KL104 1 AV 0/7)--- 9-loot Q7).__._ ,.Ilde V' V¢ Y4WC 1. t1.1 t'' . i' -()" 1\101E, AR1!A ..', GPM'/ :')U':'IC) 3Q l=T. - u)'2 TCri q-loot loot 4•ci't tner/ rtih ?+ .�, Ih it 4611 (..1 Z 4'•itt Tcn I - l i> •'-� MA1'-4.' dr-ar.' LIklU.; la)/ 1+.n14 Y, ri l uZ 9i-E.A 1.11+1. L L•.G_`4 C4.4 T-(.0 - - t..4".01? 4 -'L I" �) O 0r) "1 i , 0 tI1 (X) R(1, 0 H - l0'Z, 4•Itin tt •:1 - L y 112 Irt 2. •r � •a -I011 4 h1 L 4-' '. {-) T (.„.i tw..a 6V . .4 I'z Hoy> -E H aG K rJ/ I''Z 1-4t%4_0- Foot wJnt,LLrs F - Tt)KW Ld FI2 Itl' FtR� Ho QaCK, /loo +'1',0t. AU') Pcwr ti►ott.1.£, Mr< C', AN(.'l ALL M/1.04'� '�+v" 1'»::.L( J fUECK 4 aF Md1N 1-•IAI`•IG LOLL L 1Nk', 12" 17,„(., C)'/,4 1,2c- LI". 70 a Qr. I...Iti1E. '-',/' "-I ice,., i-461.ILiLi. 10.11.,F h.t,'t ��,_. „ ,,.r ,.SSSS,,..• -.,..,,,,r •.-�""1�.,/'�' ,t21-0 eNir 4,' 0” K 8,-0" TYPI;,A1.. (12) 0 cr h1 yt D 14 - 7s,," —� I -6-8"c.- W'A4.4 LOL,' (t MN • '-1 1,:4.2 v1; 9 *0 • 4I3 ♦} 1 •,-A`L" i MND ir.1'.IOL Wn+_4 2 tr1u11,1-ii FouKt_11,1 c:/'•fs T. es, `..J I ZC�Mr.I - PufZ.t irJ -i The drawings affixed he smeeting to mhbeen As No reviewed and accepted seeding mior nimum requ rements of the Bureau of Fire City of Tukwila Fire;; o�Pfe inions to these Prevention. Addition*; not e drawings after this datd or shall iiewed. construed as being redv �?? �_ 1U G 2 5 197 ......!L CITY OF. TUKWILA BUREAU OF FIRE -PREVENTION' ' ''P1RTMENT TO ... . ' BE CONTiiCtEb _ WITNESS THE FOLLOWING TESTS: 1 -\ T. Underground Visual Inspection I. Underground Hydrostatic 3. Underground Flushing 4. OverTlead Hydrostatic BKWILA_FittElfl'ARTMEtitt �•-1. All C1 U 1973 './Ek .",,44e6 ,/ itaFL F1.tk. t TA.AL• 1 -HOOKS 2 COACH SCREW„ RbD & RING ` CEILING PLATE ROD & RING 4EYE ROD' WQOD SCREW & RING b ; EVE :ROO,,CONC FASTENER ;& AIN;! g 'QUICK BOLT, ROD &,RING ,t;',/' PO DER DRIV.N STUD 119p4 & 1 11 Skt ;TOGGLE" NUT, ROO&'RING '', Wi "tn"j1, N! t'fit., yt 7 ' ' REG C-CLA P. TOP BEAM C -CLAMP, ROD RING TRAPEZE ''' r .t,V N' BKT ° t.` arta,-�';srD�'B�A ,� ROD & RING 013 . , SHORT CLIP iJ1h.AL L . t 1,:W. ( Y 1'i',..:r.6 ^1t_% 14.Vil 212° 41�� Np,T .,r.1, :IV A4. rt f .,4,.,111 .G i. CA -Ate Nbr1E.LLi ^.'14• ^ '.k 1, V) 6, / V"'( 006 1.. W.. c. w4.a.s 1!': ':,. 0,1 u'+fN 00.4 l' _(' c,p. f:. 1\,/k, ' C ANtil PROJECT 5 5FR\NKLER PIPING PL_AKI .SCALE '" n . KIOTe ALL. R.1`>E..K. sal l PpL. E. e,? Ae `W E 4-r7E: C� pt It P(nAe..►4`.?101...tet2 EA -V-2 TO LNT7 Number of fittings Amount of expansion, in inches Distance from retaining ring groove of lest piece of pipe to face of Slipbk, in inches. FACTORY MUTUAL ENGINEERING ASSOCIATION SEATTLE DISTRICT OFFICE ,.,,,,,,,t4,,,,,,,, -° -'" PLANS ACCEPTED SUBJECT OSC7 ATA E IN IICATED AND COMMENTS I1>! rm to FM FDR coot avacl eauiamant sOrulu oe' useo ono the r- a" to si loo s sunlectcto foe d exam- = • I re:t,AoillyktlflC�r, odito tatectit';ea rut a+. ,i i "lest: neve }Seen certified using • (t�ti4tflP A51f diol" 0t!"W .Al• .ittirtltl" *mei .31.4010......o.. 1 i oota^ >,mo.i.rnatir. aulkt000 •enu t•,ro- :raram., 4s,,..1,,,,tir, roan * of aquwalent. A $ick/ .01- ,t;uertatele is 40100 it there ><tyN�it 9k4'. 11' n''• S.tkil'�hit1C dtt at+t«.ewri.Ponte' i : oayJ' ate kkWP^to.-ei ite06,1. 14 0010A NAA, ,WA4.414 e.+ cmN•K gt1i}deI,» +nese onnts. Lia- jc,. b004 A01 le ill, ea. Atom.m + t. A,:ea rv. J_Lf1?! (206) 682-6316 500 JOHN ST., SEATTLE • WASH. 98109 Offices: Seattle -Anchorage U\cCANN PROJECT X95 OLYMPIC AVE. SOUTH -TODD F5LV17 ''T44C'NTE t P ''TRIAL P CDU k R �Ut ARK L A , WA`5141 NC-1"r4tsA P.O. BOX 375. BROOKFIELD, OHIO 44403 HOS. THIS SHT. Ex15TINt, Nag µyg121- 4T Ntr 15Tlti FRE HYVRe1JT eoc I'ai I N LI S'LY)Gt e1; 7j UO wprogr - 0 ,,. 0UT41,1176 wau_ - peo eR1Y h IKe TO ou1'ylDE C F Vs/AL. r floe i vr16L1. - 4 .A.‘,..1 IG7r VJALl •- ( M,dIrJ /Swap 2.4" VG/me. veLve W/Poy,1 IniCALAia'R M AVC. I* I G x `r_; TAV TO C'K11,.•TUIJCIL' CITY MAW \IA.LL.T V4/ TOKW IL.KA ZE.QUII2E:O '6.4ILIpMC4,Jr < <�� $-'rr [)E:TAlL 11.41/...+ '..01Ic1::T) •Towomri, VALVF_ i -t r F I R l' 1,0" l''k4t A.0.4"1 - PLOT PLAN- ML CANN �7a SCALE. 1'" ZQ' - O" C UT4.aI. OvM.LL. - I I' rIPC- t. ,... Y • II I,_ r 21/41Q1Jp4 ,AI J' ' & fi a 81 > -O 8L LA �.11 N T i Ft`ti" K ANT 1' a To fS: rC l'yi Ip•,�Gl "ter°'Fu el YL LfLI FvYdpyeM OLYMPIC AVENGE 4)0UT14 �.X1IT1►.1C'� RT. VALVE F~ 1,;r11.1:1 ')PRINKL,l . veULT E;)w.'TIL.IC..1 EIKE. C?iz F''T, C.c')h41,3CC-T1nJ,1 E: -'r 11,1 G-1 I•. 10" ve,./ATER M 1t►J x PE W or 0.: 4•" r-- M .1 -Tee 4"Cr uTRAL GR4+o @.0 vvVit-IU GNI SIA, C:a' Morei.. u-1 t7:TECTUl2 CHB41L VALVA W/TFc�ar COC.IG.4v, (T f3 NR's GAT E VA. 1d/ Pot/ MI71(41014O Mix NA.) 014" AIL ID" 6" 1 -%Re-, ea, ATE w/ Rr.cwp ti t rr,w MJ K.1.A� 6" -1-4,ePi.ICl if)VoLv`L,_,,. W / FAr7vOA? O'+ FL.C.1 w MJ `'- - EXISTING 12."K8`' TM PIr TEE. Pry nE 12" CrtY MA11.1 r' 0"x.1._..- �.AI L I� . • %.-0" _rrt • C! 0 r YvATl'.32 MOTb2. C.L.ACM /7 APPROVED S N®TBD The drawings-af#ioto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept., Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be construed as being approved or reviewe CITY OF TUKt BUREAU OF FIRE PREVENTION Il LALu -LAM PJr.L1,1442 ,. I `_ I U' L 1 A I l._ TIC) ,A -A "Ider 'L c. I,Z.') • to" C.E_r.11126.L M17t2 L'ci' 4L.4 .N\ CNIL VA. FLM er7 x c�Rtx�vs b W/ V E1.4' C- e.>, L. 1 K I N\ G," v,G FI.eb,ar,rl; SKIo .II _ SQ I+lE:1.,7L.Ixl1" 025" 6-7:-(0/ 860/ t:4lI7Ib.1 To 'LUL`r LoGLItel •,l=20-'lYp \ftui..7V P7E 1i[�JGC 6111"htOrt. Ib' r_1i1L11'4 r.Q17r"'•1.111:1,J"r Ili',0...L..41 •. 1,.) f. -I'..1, i._ .T..Irrl.r, F2Fi,/1,v1c2.1...1I A` -•y f" ICF',. CI -r-( CSF Tl)H.W.J11_A ' 24-1', .,E:vie vsdt.I:' F1.SW/ -.PCI. ;IV,wL_`, : FAC_1Ok- mox um_ f:1,4Ca1►Jt:.'i k-4•,1NG, Co-( 0r -1' I,IIiv,/IL_.r.. TUI WILea F1i... VI, :::.'1'1" 1,� FIRE P R EV E NT I O N r SYSTEMS, INC. (2063 500 JOHN ST., 0E32-6316 SEATTLE • WASH. 30100 Offices: Seattle -Anchorage I,1I:.LIAMN FRO....JE�(:T ::�aO OL. ' ,"IPIC AVE . :CLi l iri i Tom.) bLUCU, ,„,,UT - C E NITER '....)0 IKID u )TR/AL 1::)4\1.1 1_UKWI"DILA , WALT) kINC,Tdr.1 - S / / 10 6) ) 1 ' 9' HO, 1H1S Silt. J011 NO. WAG. NO. NAWN b`` I.) Al 'iiI. F el O. `