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HomeMy WebLinkAboutPP - 12781 GATEWAY DR - GATEWAY CORPORATE CENTER BUILDING #6 / PDS - PERMITS AND PLANS12781 GATEWAY DR ASSOCIATED PERMITS 07-F-107 D07-082 07-5-100 M07-082 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: PDS 42 -7 -73 -Gateway Gateway Drive Bldg 6 Permit No.: 07-S-100 Date: April 19, 2007 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 20' 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. • 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. All references are NFPA 13, 2007 Edition. 3 :[NSPECTION NUMBER 0 INSPECTION RECORD Retain a copy with permit MAY 292007 DO- - o8Z NO 082.- PERMIT SZ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 7)D.5 Sprinklers: Fire Alarm: Type of Inspection: /4721 ,P- �ritr4-aL Address: /2781 G Suite #: w 7>e_, Contact Person: Nio Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /b1vt Fent 5 DZ._ - oil Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 40/5/z. Date: 5/z5/ o 7 Hrs.: j $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 4 the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with perr�'t_ MAY ? x+ 2007 7i o.-oSZ o?-F/O- N401.oea- PERMITUMBERS O N/00 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: p/75 p--,4 F7044.— J/ G iv4-c s . T 71>1 14641 tA- 4 o/C Type of Inspection: /4 Mer -M S9,aa— Address: /2.1/ 64-7EW'4 Suite #: / %, Contact Person: Special Instructions: WA fi?.J, Phone No.: Zob -'fz3 --'3SS— Approved per applicable codes. Corrections required prior to approval. COMMENTS: p--,4 F7044.— J/ G iv4-c s . T 71>1 14641 tA- 4 o/C i)1 ii -; iUk., Tyrg'fl a41 14s-fr - sr wiiGil .*ati°1.y movR93 7t, Re7v4v si op: :spgia.f 6X- ©A/ 70 4 corer Figoigdo iff44 litYAilige WA fi?.J, Pre -Fire: Permits: Needs Shift Inspection: Sprinklers: y Hrs.: Fire Alarm: 1 Hood & Duct: ,/ Monitor: WA fi?.J, Pre -Fire: Permits: Occupancy Type: g Inspector: Q- J/f /Z _ Date: sfr., /p 7.. Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit MAY i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Y1" Fire Alarm: Type of Inspection: Address: 1 Suite #: 1)-2 $r� Monitor: s IO b iia Contact Person: A'1icert- Al A-, V Special Instructions: dl 30 � Da) Phone No.: ;-5I- '3f. Sr g.:9 roved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Y1" Fire Alarm: r Hood & Duct: Monitor: Pre -Fire: N �3 0 ,o$ dl 30 � Da) X41 -,w(5L. - a 3v est /AO / Needs Shift Inspection: it/ Sprinklers: Y1" Fire Alarm: r Hood & Duct: Monitor: Pre -Fire: N Permits: Occupancy Type: Inspector: 5--/ y/ Date: S//��0 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 TL WB FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CER1IFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 571Z.J b Property Address 12:773 City Tukwila Name of Facility p4J Occupied as Permit # 6414-1E wy P r • Zip Code %M e, Suite # Owner or Representative Vee$ measta ol£ikcjr Installing Company a R. E1ec-I-r► Installing Contractor's Address 91 Sr S w 1 - 5 r S ctI(-€... A Phone # 2,0 k --€ 3 f, City g t.A,r c Phone # 2 ° G -94 ?-f G S"t{ Installer's Name (PRINT) (.) a \` ,or kk_ 4 cS rev— License ev— License and/or Certificate re. e LP**, o 1(c.A. General Contractor Cl.ej vs 0 ecNg rutA or)) Electrical Contractor ('1 g FACP Equipment Manufacturer Model # 1161 S--)( This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by (,.Sgmfexpr— On (date) = Zi —07 Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions `7 Manufacturer's Instructions Other (specify) and includes the devices listed on back. Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor_( t c 4(p1nt System is monitored by 541 ortrisi fkI o rpt l SIGNED /„16AA.A., Z C Q l- Date 5 (-87 System Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel L of L Make/Model S S 135 -- Manual 5 --Manual Station of 5 Make/Model S1) 5't)n Smoke Detectors _ of _ Make/Model Heat Detectors _ of _ Make/Model Duct Detectors of _S Make/Model I`.&,J 4 Kt) r'ct &Y Fic.--CD 64 D ftR A/V Devices of _ Make/Model 12.E 56 t/ Audio Devices '' of _ Make/Model Visual Devices 3 of 3 Make/Model 1,144 12_9 yet) Auto Door Release _ of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator _ of _ Make/Model HVAC Controls _ of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper Sw. _ of Make/Model PIV _ of _ Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes ✓ No Test of alarm System on emergency power, satisfactory? Yes _ No — Test Witnessed by Title Date Comments: eddies\Contractors Material & Test Certificate Revised: 10/28/04 TFD FP Form #110 ©7-5-/0e HYDRAULIC CALCULATIONS for PDS 12773 GATEWAY DRIVE BLDG #6 TUKWILA, WA. Contract No. 1738 Date April 18, 2007 Design Data: Remote Area Location Occupancy Classification OHGI Density 0.15 gpm/sq.ft Remote Area Size 1500.0 sq.ft Coverage per Sprinkler 150.0 sq.ft Sprinkler K -Factor 11.20 No. of Sprinkler Calculated 10 In -Rack Demand 0.0 gpm Source Hose Demand 250.0 gpm Total Water Including Hose 754.0 gpm Name of Contractor Fire Sprinklers Inc. Name of Designer Mike Address 1014 North St. #200,Sumner, WA. 98390 Authority Having Jurisdiction CITY OF TUKWILA TYCO EC -11 HEADS MAX SPACING 16'x16' OmniCADD Hydraulic Calculation Software v. 2.0 kpril 18, 07 09:36 AM PDS Page: 2 GENERAL RESULTS Total Water Including Hose 754.0 gpm Additional Allowances 0.0 gpm Discharge from Sprinklers 504.5 gpm Source Hose Demand 250.0 gpm Average Imbalance 0.131 gpm Maximum Imbalance 0.5 gpm Maximum Velocity @ Pipe: pp33 32.1 ft/s Maximum Fr. Loss @ Pipe: pp36 21.987 psi/ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE : sl Static Pressure 130.0 psi Residual Pressure 20.0 psi Flow 8750.0 gpm Hose Allowance 250.0 gpm Available Pressure 128.8 psi Required Pressure 78.9 psi Safety Factor 38.7%, 49.9 psi Water Flowing 504.0 gpm OmniCADD Hydraulic Calculation Software v. 2.0 00 Py M llinigaffail ►: E O O O 00 O O O O 0 N O O rt11 I Ii!'ii elm riarrimimn• rjOISMEIlid ENE= O 0 00 CO 0 O 00 00 0 00 O 00 O O O O O O NO NO O Mill =IFIEFIE �1®Millial=_®®®®®�® =i= �i=����®®®®®®®®®M®®== f7LI®=_i==®®®®===®NII == alrari=lirarimlimiMilliriMin= on= �®'�`' ® ®��®�®®tom® ®� ®rte �® ���.®®���� ®� ON 00 '00 't OM N O ry P-1 O 1I O O O O O 0 O 0 0 vi ON O O O O O a OO DC 0 00 O U 0 0 O, .Nr O O O O 00 0 w 0 O oo N_ O oo 0 O\ 00 • ON '0 0 �Ol April 18, 07 09:36 AM PDS NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 1 Node - 10.2 - - 22.9 - 2 Node ' - 10.2 - - 23.7 - 3 Node - 10.2 - - 26.9 - 4 Node - 10.2 - - 36.6 - 5 Node - 10.2 - - 17.9 - 6 Node - 10.2 - - 20.2 - 7 Node - 10.2 - - 20.2 - 8 Node - 10.2 - - 27.1 - 9 Node - 10.2 - - 33.5 - 10 Node - 10.2 - - 34.9 - 20 Node - 10.2 - - 48.5 - 21 Node - 10.2 - - 49.1 - 22 Node - 10.2 - - 50.7 - 23 Node - 10.2 - - 61.1 - 24 Node - 16.0 - - 58.6 - 25 Node - 10.2 - - 68.7 - 26 Node - 10.2 - - 68.8 - 90 Node - 16.0 - - 66.6 - 91 Node - 5.0 - - 71.4 - 92 Node - 1.0 - - 73.2 - al Head 11.20 9.0 - - 17.3 46.5 a2 Head 11.20 9.0 - - 19.9 50.0 a3 Head 11.20 9.0 - - 21.7 52.2 a4 Head 11.20 9.0 - - 30.8 62.2 a5 Head 11.20 9.0 - - 12.1 39.0 a6 Head 11.20 9.0 - - 13.5 41.1 a7 Head 11.20 9.0 - - 15.2 43.7 a8 Head 11.20 9.0 - - 22.8 53.5 a9 Head 11.20 9.0 - - 25.2 56.2 al0 Head 11.20 10.2 - - 28.9 60.2 fl FPLD 5.0 0.0 - - 73.8 - sl Src [...] 0.0 - - 78.9 250.0 OmniCADD Hydraulic Calculation Software v. 2.0 Page: 4 4pri118, 07 09:36 AM PDS Page: 5 PIPES # Start/End Nodes Material HWC Fittings Size Nom.Diam. Int.Diam. Length Eq.Length Total Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge ft psi gpm ft psi/ft psi gpm ft/s ppl 1 Node - 10.2 22.9 - Sch40 1 3.0 0.621 6.205 46.5 17.3 Pipe al Head 11.20 9.0 17.3 46.5 120 1.000 7.0 0.520 ET 1.049 10.0 0.043 pp2 2 Node - 10.2 23.7 - Sch40 1 1.0 0.709 4.251 50.0 18.6 Pipe a2 Head 11.20 9.0 19.9 50.0 120 1.000 5.0 0.520 T 1.049 6.0 0.046 pp3 3 Node - 10.2 26.9 - Sch40 1 2.5 0.767 5.750 52.2 19.4 Pipe a3 Head 11.20 9.0 21.7 52.2 120 1.000 5.0 0.520 T 1.049 7.5 0.048 pp4 4 Node - 10.2 36.6 - Sch40 1 1.0 1.060 6.361 62.2 23.1 Pipe a4 Head 11.20 9.0 30.8 62.2 120 1.000 5.0 0.520 T 1.049 6.0 0.058 pp5 5 Node - 10.2 17.9 - Sch40 1 7.0 0.448 6.266 39.0 14.5 Pipe a5 Head 11.20 9.0 12.1 39.0 120 1.000 7.0 0.520 ET 1.049 14.0 0.036 pp6 5 Node - 10.2 17.9 - Sch40 1 3.0 0.493 4.930 41.1 15.3 Pipe a6 Head 11.20 9.0 13.5 41.1 120 1.000 7.0 0.520 ET 1.049 10.0 0.038 pp7 7 Node - 10.2 20.2 - Sch40 1 3.0 0.552 5.515 43.7 16.2 Pipe a7 Head 11.20 9.0 15.2 43.7 120 1.000 7.0 0.520 ET 1.049 10.0 0.040 pp8 8 Node - 10.2 27.1 - Sch40 1 1.0 0.803 4.818 53.5 19.9 Pipe a8 Head 11.20 9.0 22.8 53.5 120 1.000 5.0 0.520 T 1.049 6.0 0.050 pp9 9 Node - 10.2 33.5 - Sch40 1 3.0 0.881 8.812 56.2 20.9 Pipe a9 Head 11.20 9.0 25.2 56.2 120 1.000 7.0 0.520 ET 1.049 10.0 0.052 ppl2 1 Node - 10.2 22.9 - SuperFlo 1-1/2 10.0 0.071 0.706 -46.5 7.1 Pipe 2 Node - 10.2 23.7 - 120 1.500 0.0 0.000 - 1.639 10.0 0.007 ppl3 2 Node - 10.2 23.7 - SuperFlo 1-1/2 12.0 0.273 3.268 -96.5 14.7 Pipe 3 Node - 10.2 26.9 - 120 1.500 0.0 0.000 - 1.639 12.0 0.015 ppl4 3 Node - 10.2 26.9 - SuperFlo 1-1/2 16.0 0.607 9.692 -148.7 22.6 Pipe 4 Node - 10.2 36.6 - 120 1.500 0.0 0.000 - 1.639 16.0 0.023 ppl7 6 Node - 10.2 20.2 - SuperFlo 1-1/2 10.0 0.000 0.000 -0.1 0.0 Pipe 7 Node - 10.2 20.2 - 120 1.500 0.0 0.000 - 1.639 10.0 0.000 ppl8 7 Node - 10.2 20.2 - SuperFlo 1-1/2 16.0 0.432 6.901 -123.7 18.8 Pipe 8 Node - 10.2 27.1 - 120 1.500 0.0 0.000 - 1.639 16.0 0.019 pp24 20 Node - 10.2 48.5 - Sch10 3 16.0 0.041 0.650 -210.8 8.1 Pipe 21 Node - 10.2 49.1 - 120 3.000 0.0 0.000 - 3.260 16.0 0.002 pp25 21 Node - 10.2 49.1 - Sch10 3 12.0 0.126 1.506 -388.1 14.9 Pipe 22 Node - 10.2 50.7 - 120 3.000 0.0 0.000 - 3.260 12.0 0.004 pp26 22 Node - 10.2 50.7 - Sch10 3 31.0 0.205 10.436 -504.5 19.4 Pipe 23 Node - 10.2 61.1 - 120 3.000 20.2 0.000 T 3.260 51.2 0.005 pp27 23 Node - 10.2 61.1 - Sch10 3 5.0 0.000 0.000 -0.4 0.0 Pipe 24 Node - 16.0 58.6 - 120 3.000 6.7 2.511 L 3.260 11.7 0.000 pp30 90 Node - 16.0 66.6 - Sch10 8 11.0 0.002 0.032 -504.5 2.9 Pipe 91 Node - 5.0 71.4 - 120 8.000 4.9 4.763 G 8.423 15.9 0.000 pp31 91 Node - 5.0 71.4 - Sch10 8 34.0 0.002 0.068 -504.5 2.9 Pipe 92 Node - 1.0 73.2 - 120 8.000 0.0 1.732 - 8.423 34.0 0.000 pp32 fl FPLD 5.0 0.0 73.8 - Ductile 8 100.0 0.002 0.223 504.5 3.0 Pipe 92 Node - 1.0 73.2 - 140 8.000 40.3 0.433 2L 8.330 140.3 0.000 OmniCADD Hydraulic Calculation Software v. 2.0 April 18, 07 09:36 AM PDS Page: 6 PIPES # Start/End Nodes Material HWC Fittings Size Nom.Diam. Int.Diam. Length Eq.Length Total Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge ft psi gpm ft psi/ft psi gpm ft/s pp33 4 Node - 10.2 36.6 - SuperFlo 1-1/2 1.5 1.158 11.821 -210.8 32.1 Pipe 20 Node - 10.2 48.5 - 120 1.500 8.7 0.000 T 1.639 10.2 0.033 pp35 sl Src [...] 0.0 78.9 250.0 Ductile 8 1.0 0.002 0.098 504.5 3.0 Pipe fl FPLD 5.0 0.0 73.8 - 140 8.000 60.5 0.000 TG 8.330 61.5 0.000 pp36 8 Node - 10.2 27.1 - SuperFlo 1-1/2 17.5 0.840 21.987 -177.2 26.9 Pipe 21 Node - 10.2 49.1 - 120 1.500 8.7 0.000 T 1.639 26.2 0.028 pp37 10 Node - 10.2 34.9 - Sch40 1 1.0 1.000 6.001 60.2 22.4 Pipe a10 Head 11.20 10.2 28.9 60.2 120 1.000 5.0 0.000 T 1.049 6.0 0.056 pp38 5 Node - 10.2 17.9 - SuperFlo 1-1/2 12.0 0.193 2.314 -80.1 12.2 Pipe 7 Node - 10.2 20.2 - 120 1.500 0.0 0.000 - 1.639 12.0 0.012 pp39 9 Node - 10.2 33.5 - SuperFlo 1-1/2 14.0 0.100 1.404 -56.2 8.6 Pipe 10 Node - 10.2 34.9 - 120 1.500 0.0 0.000 - 1.639 14.0 0.009 pp40 10 Node - 10.2 34.9 - SuperFlo 1-1/2 32.0 0.386 15.703 -116.5 17.7 Pipe 22 Node - 10.2 50.7 - 120 1.500 8.7 0.000 T 1.639 40.7 0.018 pp41 23 Node - 10.2 61.1 - SchlO 3 10.0 0.205 7.523 -504.5 19.4 Pipe 25 Node - 10.2 68.7 - 120 3.000 26.9 0.000 TL 3.260 36.9 0.005 pp42 25 Node - 10.2 68.7 - Sch10 8 22.0 0.002 0.130 -504.5 2.9 Pipe 26 Node - 10.2 68.8 - 120 8.000 43.1 0.000 T 8.423 65.1 0.000 pp43 26 Node - 10.2 68.8 - Sch10 8 115.0 0.002 0.263 -504.5 2.9 Pipe 90 Node - 16.0 66.6 - 120 8.000 16.0 2.511 L 8.423 131.0 0.000 OmniCADD Hydraulic Calculation Software v. 2.0 April 18, 07 09:36 AM PDS System Statistics Materials Info Name Abbr. Size HWC Length Total Length Fittings Abbr. Eq.Length Amount L 4 NFPA Gate Valve G 1 Sch40 Sch40 1 120 25.5 85.5 E 2.0 5 T 5.0 5 Sch10 Sch10 3 120 74.0 127.8 T 20.2 2 L 6.7 1 8 120 182.0 246.0 G 4.9 1 T 43.1 I L 16.0 1 Ductile Ductile 8 140 101.0 201.8 L 20.2 2 T 54.3 1 Super Flo SuperFlo 1-1/2 120 141.0 167.2 T 8.7 3 Fittings Info Name Abbr. Amount NFPA E1190 E 5 NFPA Tee T 12 NFPA Long Ell 90 L 4 NFPA Gate Valve G 1 OmniCADD Hydraulic Calculation Software v. 2.0 Page: 7 r` EXISTING X—MAIN- 1 PLUG s DROPS '•,.. HYDRAULIC REMOTE AREA .1� THIS SYSTEM DESIGNED TO DISCHARGE 01113 G.P.M. OVER THE HYDRAULIC MOST REMOTE 1500 SQ. FT. WHEN SUPPUED WITH WATER AT THE CITY CONN. AT A RATE OF 375.4 G.P.M. AT 46.4 P.S.I. OUTSIDE HOSE ALLOWANCE: 1,60" GPM PIPING PLAN 0" SCALE: 1/8°=1'— 0 SCOPE: 1. FSI TO ADD NEW EC -11 HEADS & LINES IN THE NEW OFFICE SPACE 1. PLUG EXISTING DROPS GENERAL NOTES s 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER Sc DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. NOT USED 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL ENG. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. CONSTRUCTION NOTES: 1. ALL NEW PIPING TO BE IMPORT SCHEDULE 40 & DYNAFLOW. 2. ALL NEW FITTINGS TO BE IMPORT DUCTILE IRON AND GROOVED FITTINGS. 3. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER. 4. HEADS IN SUSPENDED CEILINGS ARE NOT NECESSARILY AT CENTERLINE OF TILE 5. 0 DENOTES EXISTING HEADS 6. O DENOTES NEW HEADS �`. i --DENOTES EXISTING PIPE ACCEPTE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras and oralnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. / Date: L/// ti l 0) By: (/ I TUKWILA FIRE DEPARTMENT, Please call: 575.4402 and give this job No. 7- E-100 and exact address for shut. down or restoration approval. 4x14 JOIST - SAMMY SUPER SCREW WOOD SIDEWINDER ISWG - 3/8" AT.R. PIPE RING HANGER S DETAIL (NOT TO SCALE) (4" MAX. PIPE SIZE) EXIST'G 8" ALARM VA. WALL PI TAX ID# 2716 6 GATEWAY COR 00060 ORATE CENTER 11111111111111111 n fl IIIIIIIII GATEWAY DRIVE KEY PLAN NTS REVISION DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND ►:, ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER 0 PIPE "RISE" PIPE "DROP" • PIPE HANGER (SEE CHART) SEISMIC BRACING IIF FLEXIBLE GROOVED COUPLING fl RIGID GROOVED COUPLING — THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 9-0 WELDED PIPE TAG PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CENTERLINE OF PIPE TO DECK o9' -D" CEILING ELEVATION A® - F ELEVATION DATUM ® THIS SYSTEM IS El THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED '0" ' OoK SPRINKLER TYPE MFG. MODEL SYMBOL ORIFICE FINISH CANOPY TEMP. K—FAC. QTY. FLOW TEST STATIC RESIDUAL 130 20 GPM FLOWING 9000 DATE & TIME 2/6/07 COACH SCREW ROD TYCO EC -1 1 SSP TYCO EC -11 3/4" CHROME CHROME 155 11.2 42 CLAMP TYCO TY -FRB SSP TYco TY—FRB O 1/2" CHROME CHROME 155 5.6 2 TOP LAMP P P EYE 'POT SYSTEM DESIGN Fa 3H SHELL (1 =1 !-'111--P) S SAMMY SUPER SCREW (SWG20) REMOTE AREA DENSITY 1500 .15 MAX. AREA/HEAD 324 K -FACTOR 11.2 i7 _;.00 Si -10U cup TOTAL THIS SHEET 44 errrovniryt Fire Sprinklers WA CL# F1RESI*988RJ 1014 North St, Suite #200 Sumner, WA 98390 (253) 826-0099 EMAIL: MIKEM-FSI@COMCAST.NET PROJECT: PDS GATEWAY CORP. CENTER BLDG #6 12773 GATEWAY DRIVE TUKWILA, WA. 98168 CONTRACT WITH: CHINN CONST. LLC 12781 GATEWAY DR 07—S-100 PAID APR 12 2007 Tukwila Fire DESIGNER: MIKE DATE: 4/5/07 SCALE: 1/8"=r-0" HAZARD: LH AHJCITY OF TUKWILA JOB # 1738 SHEET # FP -1 Z 7' 20 7 BATTERY CALCULATION WORK SHEET Contractor: C & R Electric, Inc. 919 S.W. 150th St. Suite A Burien, WA 98166-1829 Office (206) 937-3654 FAX (206) 932-8538 Customer: Chinn Construction LLC Attn: Kevin Chinn 1 Lake Bellevue Dr. #104 Bellevue WA. 98005 BOOSTER Job Site: PDS Gateway Corporate Center 481 -Gateway Drive Building 6 Tukwila, WA 98168-3308 Date: Panel Type: Module: Office FAX 4/26/2007 Silent Knight 5895XL NFPA 72A Local systems Require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. You must use battery ampere hours (A.ii) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10% contingency factor which allows for depletion of battery capacity with age. PART# Qt STANDBY ALARM UNIT CURRENT TOTAL CURRENT UNIT CURRENT TOTAL CURRENT Silent Knight Booster 5895XL 1 0.04 .0400 0.16 .1600 Smoke Det. SD505APS 3 0.00055 .0017 0.00055 .0017 Duct Base SD505ADHR 3 0.035 .1050 0.035 .1050 0 .0000 0 .0000 Pull Station SD500PS 3 0.00055 .0017 0.00055 .0017 Horn/Strobe (110cd) NS-24MCW-FR 9 0 .0000 0244 2.1960 Hom/Strobe (75cd) NS-24MCW-FR 2 0 .0000 0.184 .3680 Hom/Strobe (15cd) NS-24MCW-FR 1 0 .0000 0.107 .1070 Strobe (15cd) RRS-24MCW-FR 2 0 .0000 0.041 .0820 0 .0000 0 .0000 0 .0000 0 .0000 .0000 .0000 Total Standby .1483 Total Alarm 3.0213 Capacity Formula Calc Value Standby Capacity Total standby Toad X 24 hours X 1.1 Contingency factor. 3.9151 Alarm Capacity Total alarm Toad X .083 hours (5 minutes) .2508 Total Capacity Standby and alarm capacity 4.1659 NFPA 72A Local systems Require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. You must use battery ampere hours (A.ii) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10% contingency factor which allows for depletion of battery capacity with age. 2 3 4 5 6 7 8 9 10 11 12 13 14 E' 18 ELR QT QT PART # SYMBOL DESCRIPTIDN 5820XL '' FIRE ALARM CONTROL PANEL 1 5860R FIRE ALARM ANNUNCIAT❑R 1 5895XL ES I R SIGNAL BOOSTER 2 R -i RJ31 PHONE CONNECTION 3 SD505APS SD505ADHR EA DUCT SMOKE DETECTOR 3 SD505DTS RTS REMOTE TEST SWITCH FOR DUCT 1 SD505APS4., SD5056AB SMOKE DETECTOR BK-5601PcD RATE OF RISE HEAT DETECTOR BK -5603 ie FIXED TEMP, HEAT DETECTOR 3 SD500PS F PULL STATION SPRINKLER WATERFLOW SPRINKLER TAMPER A SPRINKLER SUPERVISORY SD500AIM I D POINT ID MODULE 3 FR-24MCW- ADA HORN -STROBE 15/30/75/110 0 RSS-24MCW FR ADA STROBE 15/30/75/110 WH -129013 OUTSIDE STROBE WH -123943 ED FIRE ALARM BELL WH -138484[11 MINI HORN 24V WHITE WH -126374 DUAL SYNC MODULE SM AI1504AQ MAGNITIC DOOR HOLDER DH SD500-ARM RM RELAY MODULE 1J J BOX �oL ear s. RISER AC ■ Without Comments As Noted In Red Per The Attached Letter These plans have been revi wed by The Tukwila Fire Prevention Bureau for conformance with current city standards, Acceptance is !j-ct to errors and omissions which do rot authorize violations of adopted stt?!c1 rds:: nJ o: -,!n.. r;. 1h.s responsibility for the act; ,.,..,,:.;y c:i detTiFt .s: _ocaily >,ith the designer. Add i:., -0,-1:-.i, d':;or v!:.arts cx, these drawings atter p'' '` and will require a this (acas�.i 1�1`I: V'(. '} ..i 1, i.:,. e:i.f3i'ii:a qA resubmittai ot revised dr::mngs for subsequent approval. Final acceptance. if:, subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: --5-1-1 -O 7 By: A1/1"v / rhoh✓i ( /oG4o - oolevac o h d 9d; 4Co Ctrc-4- .� N OT ICE A copreted, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing.. ItJKWILA FIRE DEPARTMENT, Please call: 575.4402 nd give this job ,o...� 7 - /07 .(.ct address for shutei ur restoration approval; 12781 GATEWAY DR 07-F-107 ke x, c req • DRAWING ISSUE DRAWING TITLE: PDS Drawing zr Riser SCALE: 1f t3" = PLOT DATE: CAD FILE: PROD, MGR.: DRAFTER: SHEET NO. PAID APR 2 6 2007 Tukwila Fire z��2( ,/65