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PP - 1232 ANDOVER PARK WEST - CONTINENTAL WESTERN CORP - PERMITS AND PLANS
1232 ANDOVER PARK WEST ASSOCIATED PERMITS D11-398 D11-388 19-F-006 12-F-009 12-S-275 12-S-004 11-S-275 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 123_ AJDo'P PAR -K- Ica Suite Number: Floor: Tenant Name: ('.o I.I" f'ji.l r.1'T•m.• 1r-tCSTE'rp4-) co (2-P New Tenant?'® - Yes ❑ - No Property Owner's Name: SA I`.E AS 'T� tJ A�J'C Mailing Address: 12.''S% 14.3 Dove R- ?, R.4<- !J TrAlc.w11_,i, City State Zip CONTACT PERSON -if there are questions about the submittal. Day Telephone: 263— 737 - I bZS Company Name: �1 �jYS i i`� s �c lES l Mailing Address: Se(. 17.4>. I\)t $TE C., 7/44-4P14---� WA 7$04"7 City State Zip E-mail Address: -{ika.re nal a Circ. stis-re".-3 c.reS t Fax Number: 2-3 - 73S" O t i 3 Valuation of Project (contractor's bid price): $ 1.eo b Scope of Work (please provide detailed information): AOD,Rw 4i -re ? 'SD I -i -D$ Po 9- IJEk) WAL�.S 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 OR THORIZED AGENT: Signature: Date: I/3/11. Print Name: THLR i+^-) V4 f Day Telephone: Z53 - 737 - i *25 Plan Permit App.doc 5/14/10 TFD FP Form 8 4 tev SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 1232- 4l\lba\0E2- (p4I - k1 Suite Number: Floor: Tenant Name: COK.Tr t.i f j-rA l lz)ESTEIZ.N C -0E -P New Tenant? X- Yes ❑ - No Property Owner's Name: Cl TT1 1EN TA L Li u-S-1-E14J C6(7 --'p Mailing Address: [Z -g2- ANtaVle-7R- PAP -K- k) TuK-0.)1LA City State Zip CONTACT PERSON -if there are questions about the submittal. Name: �! -E ©CA V l .S Day Telephone: 253 - -737 - 1 o ZSj Company Name: I J�STG .- L -J �- 1 Mailing Address: F ,'TAci7 - 124) M Sc.t rT� C- I ALIF-I (- INA 5 804-7 1' City / Stale Zip 4 E-mail Address: -lAe-r►w-e-S 'r. Gore. Fax Number: Z6'3-73 $- 0 /13 Valuation of Project (contractor's bid price): $ Z�, Asa Scope of Work (please provide detailed information): UP[,ILAD E r USTI NC-) OVEIZA-C- D wAn_t-l'nLAS 5Pn.►N1C€R- SySjEr-- Tb A�01"e,DATE P--,ek-L S-TogAfl. 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 OR THORIZED AGENT: Signature: Date: IZ/S1/ I Print Name: ME.l2vYJ bAV). Day Telephone: 253-737— 62-5 Plan Permit App.doc 5/14/10 TFD FP Form 8 /I -I).,-( 4iitt‘f 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.: 3523049074 Site Address: 1232 Andover Park W Suite Number: Floor: Tenant Name: Continental Western Corp New Tenant? ❑ - Yes 1:1- No Property Owner's Name: Continental Western Corp Mailing Address: 1232 Andover Park W Tukwila WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Treyven Chin Day Telephone: 206-436-5300 Company Name: Washington Alarm Mailing Address: 2030 Airport Way S Seattle WA 98134 ermits@washin tonalarm.com City State Zip E-mail Address: pgFax Number: 206-322a214 Contractor's City of Tukwila Business License number: BUS -0992857 Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ 1000 Scope of Work (please provide detailed information): Installing AES Radio to existing panel. 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 WAS GTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PAID BUILDING OWNER OR ALZr‘e/viA/ED AGENT: DEC 2 3 201 Signature: iJ(i1A9►z. Date: 12/13/2018 TUKWILA FIRE Print Name: Treyven Chin Day Telephone: 206-436-5300 Plan Permit App.doc 8/22/14 TFD FP Foci 8 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per -a m / PERMIT NUMBERS D`1- 34$. CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: coovtin .,,*4I wca trn Geer . Type of Inspection: 667.-e....F / Address: i 23 2 Suite #: AL PAI -1 _ Contact Person: Special Instructions: Permits: Phone No.: V Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q J3/t Z7Gv» S S, , 4 L of4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:�C-y7,5•73 Date: 61 iyJ,Z Hrs.: J a. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Continental Western 1232 Andover Park West Permit No.: 11-S-275 Date: December 14, 2011 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'/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. • 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, 2010 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with per /6 P-- oo c PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,1 tide� Type of Inspection: Address: (a 3 a- Suite #: 1,4-N Dove_r— Contact Person: Special Instructions: Monitor: L#- Pr\ Phone No.: roved per applicable codes. Corrections required prior to approval. COMMENTS: ceN- — o -e-t,t) ottytti.- ttl/r 7;40/0.e. - Needs Shift Inspection: Date: 2/2-7// Z Sprinklers: Fire Alarm: 'Y Hood & Duct: Monitor: L#- Pr\ a Pre -Fire: Permits: Occupancy Type: Inspector: Ap Date: 2/2-7// Z Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 11- S..a?s-- Id- .5— ?/, -.I 3 r /j PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: COSI „J� � n1 ctuL W.�- -2r0 Type of Ins ction: Ki -c-4 3p 4:10ii- 1-Fic C uif Address: 0- 3 a- Suite #: frptcJ Contact P rson: jR 1 G Occupancy Type: Special Instructions: Phone No.: ,66- 35,- poll Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: kIvcilCS O (e--- `tT \-v ck , P P L — O k - i. ✓`nou..� �k (.) a . 4'4 LAI -(15 N eel -4 Permits: Occupancy Type: P--- n� r- (L )- ‘tO Art. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: (,,j )Aer--, Pre -Fire: Permits: Occupancy Type: Inspector: 611, Sa- Date: 2_1(4 _ / Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D// - 398 PERMIT NUMBERS CITY OF TUKWILA FIRE ' ' ARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Goa4-. el e- i4-w.I 1.4, '1a"4. Type of Inspection: Ri+ede... F-.0.1 Ce e,.-1 Address: 1232 AP4J Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: lemike.4 F.1...1 /vet.- 1ji s (3 ) Cta cs1-4" M,Ct[...1.."q _ .S -c....=- l0�Qy1r✓x',. t/ Pezik..7 3 .0 > L. s"' AloW 3.S— £ - f% Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pin 5g Date: 2.13 'J 2__ Hrs.: / A$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 / INSPECTION NUMBER INSPECTION RECORD Retain a copy with p - . it 0 II - 30 /�- S -oo1 1�- s- 27-5— PERMIT 75 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: G a +, 'n,, A. 1 w r -s i-, 3 Type of Inspection: .sprova Cott ,e `/4 ter' Address: /23 2 Suite #: PB/ Contact Person: iee.-v Special Instructions: aE,v}rvi `n \ m c_ J3:00 psi. Phone No.: ' Z,-3 -ZoZ— 701 E - Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: © 5.4-cry.4. 1'i;11c- I: oo Psr zrya _ aE,v}rvi `n \ m c_ J3:00 psi. 2 l 0 C) l'I4.4-6 vn s i 144 -Yes V ['cell -1.1 - 0-,,, S. -t, h 4 `1"s ce /9ra,`,.1. oiL Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fm 63 Date: z 10 I6. Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 "TUKW A FIRE PREVENTIONAUR,EAU : _ .... . 444 Andover Park East, Tukwila; WA 98188 - Phone 206-575-4407 - Fax 206=575-4439 E-mail: tukfdprv©ci.tukwila.wa.us CONTRACTORS MATERIAL AND .TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS 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 cominunicaticns. Date a- '? 7 — l a-- Permit # 1- - F - ° b I Property Address l a 3 i . l7 K d x, v-er Petr. VI/ , Suite # City _TUKWILA Zip Code Name of Facility Co h-+ i ✓le ✓ k / 9/t/.es to f h Co r P Occupied as Owner or Representative Phone # Installing Company kN a S h J fb o /q / � ✓1-t Installing Contractor's Address 11-5 3 S "S t ck 5 b+, S 1 - City S •e 4 f f /.e Phone # Installer's Name (PRINT) License and/or Certificate General Contractor ',7e avd 5T6W A X077 X/ Electrical Contractor FACP Equipment Manufacturer j ft Model # 56/o�(�li This system has been ed, tested anoperates in accordance with the standards listed below and was inspected by On (date) i — — i . 21111 1111r1UUG.1 ULU UGVIVGJ 11bLGU 1111 Ua14k. Circle all that apply: V NFPA 72, Chapt 1/ . NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions V Manufacturer's Instructions /Other (specify) °/ Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor SIGNED /or IFC SEC 907 System is monitored by Date System Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by 5 to t, a r `� EQUIPMENT INSTALLED AND TESTED: Control Panel f of I Meke%Model .E.; vt-/ ., 17... ..,... q b 5 ' U D Manual Station of Mike/Model Smoke Detectors of ±Make/Model . `f; (- Ne_ . Heat Detectors of _ Make/Model Duct Detectors of _ Make/Model . AN Devices of Make/Model Audio Devices — of _ Make/Model Visual Devices— of _ Make/Model 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 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 3 of 3 Make/Model Valve Tamper Sw. of _ Make/Model PN a of Make/Model Po *4'9 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: eddinsWire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 CONFIDENTIAL A CONTINENTAL WESTERN FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F Form: 1/22/01 G CONTROL PANEL AND MODULES DEVICE/ QUANTITY STANDBY TOTAL ALARM TOTAL Firelite Fire Alarm Control Panel MODULE OF CURRENT STANDBY CURRENT ALARM Firelite Remote Mini Module board MODEL DEVICE/ (AMPS) CURRENT (AMPS) CURRENT WASH I N GTO NALARM NUMBER MODULE (CxDI 0 (CxF1 CONTROL PANEL AND MODULES 1 0.0003 0 0.0065 0 Firelite Fire Alarm Control Panel MS9050 1 0.08 0.08 0.325 0.325 Firelite Remote Mini Module board MMF-300 1 0.0035 0.0035 0.055 0.055 0 0 0 0 Battery 12 VOLTS NP7-12 2 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector 1 0.0003 0.0003 0.0065 0.0065 0 0.00055 0 0.00055 0 0 0.00055 0 0.00055 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.084 24 2.011 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.387 0.083 0.032 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 2.011 0.0320795 2.043 1.3 2.656 7AH (H) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.084 24 2.011 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.387 0.083 0.032 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 2.011 0.0320795 2.043 1.3 2.656 7AH (H) Hydraulic Summary • Job Number: 1 Job Job Number 1 Design Engineer Job Name. Continental Western State Cel atroMeznse Number FIRESWI 14081 Address 1 1232 Andover Park W AHJ Tukwila Address 2 - - Jeb Srce Continental Western City State Zip Code Tukwila WA Drawing Name Continental Western.cad System Remote Area(s) Most Demanding Sprinkler Sala 16.8 K -Factor 64.05 at 14.54 Occupancy Job Suffix Spec. Warehouse Hose Allowance At Source 500.00 Density Area of Applk5en 0.70gpm/ft2 2500.00ft2 (Actual 2509.79ft2) Additional Hose Supplies Node Flow(gpm) Nunber Of Spnnklers Calculated Coverage Per SprmkMr 27 91.50W ate, Me. pr lig' i7 3 j v r��t� lis. To Hose Streams 500.00 System Flow Demand Total Water Required (Including Hose Allowance) 2121 2621.64 �. Enn� :E:l::: Sb41 f 37.17 between nodes 325 and 326 DcGO" Maximum Velocity Under Ground 12.31 between nodes 1 and 5 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1611.90gal Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1_ 500.00 130.00 20.00 8800 00 118 29 2621.64 107.87 10.42 Contractor Contractor Number 21 Contac Name Theron Davis Phone (253) 833-1248 - -- c.nea rm. Name of Contractor FIRE SYSTEMS WEST, INC. --- Exrenswn Address 1 206 FRONTAGE ROAD NORTH, SUITE C — - — FAx (253) 735-0113 Address 2 E-mail City State ➢p Code PACIFIC WA 98047 VhbSrte - --- -- --- - --- www.firesystemswest.com _, © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/06/2011 10: 21:13A M Page 1 [mmary Of Outfiowing Devices Job Number: 1 Report Description: Spec. Warehouse Device Actual Flow (gpm) Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler 326 327 Sprinkler 328 Sprinkler 329 Sprinkler 330 Sprinkler 331 + Sprinkler 339 Sprinkler 340 Sprinkler 341 Sprinkler 342 Sprinkler 343 Sprinkler 344 Sprinkler 345 Sprinkler 353 Sprinkler 354 b Sprinkler 355 Sprinkler 356 Sprinkler 357 Sprinkler _ 358 Sprinkler 359 Sprinkler 367 Sprinkler 368 Sprinkler 369 Sprinkler 370 Sprinkler 371 Sprinkler 372 Sprinkler 373 b Most Demanding Sprinkler Data 72.26 67.73 69.63 75.15 88.02 - 95.05 104.86 69.50 65.41 67.35 72.80 85.43 92.30 104.39 68.57 64.05 65.80 71.00 83.18 89.84 106.40 69.34 64.28 65.89 70.94 82.94 89.53 64.05 16.8 18.50 64.05 16.8 16.26 64.05 16.8 17.18 64.05 16.8 20.01 64.05 16.8 27.45 64.05 16.8 64.05 16.8 64.05 16.8 64.05 16.8 32.01 38.96 17.11 15.16 64.05 16.8 16.07 64.05 16.8 L 18.78 64.05 16.8 25.86 64.05 16.8 30.18 64.05 16.8 _ _ 38.61 64.05 16 8 16.66 64.05 16.8 14.54 64.05 16.8 15.34 64.05 16.8 17.86 64.05 16.8 24.51 64.05 16.8 28.60 64.05 16.8 40.11 64.05 16.8 17.04 1 64.05 16.8 14.64 64.05 16.8 15.38 64.05 16.8 17.83 64.05 16.8 _ 24.37 64.05 16.8 28.40 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:19AM Page 2 111 • Job Number 1 Report Description: Spec. Warehouse Node Elevation(Foot) Fittings Pressure(psi) i Discharge(gpm) 6 ! 30-0% E(6-0) 72.03 5 1-0 94.20 12 30-0% T(12-0) 72.03 14 ] 30-0% T(12-0) 72.03 171 31-9% E(13-11) 48.91 143 31-9% Sp! 48.95 Sprinkler 145 31-9% Spr 66.47 ' Sprinkler 146 31-9% Sr 68.33 Sprinkler 148 31-9% Spr 70.09 Sprinkler 16 30-0% 1102-0) 72.03 Sprinkler 19 31-9% T(12-3%) 70.83 Sprinkler 151 31-9% Spr 70.60 Sprinkler 153 31-9% Spr 1 70.04 Sprinkler 154 31-9% Spr 69.46 Sprinkler 156 31-9% Spr 63.95 Sprinkler 21 31-9% E(13-11) 63.94 Sprinkler 23 31-9% P0(10-0) 48.89 Sprinkler 157 31-9'/z Spr 49.26 Sprinkler 159 31-9% Spr 66.57 Sprinkler 160 31-9% Spr , 68.41 Sprinkler 162 31-9% Spr 70.15 Sprinkler 18 30-0% T(12-0) 72.07 Sprinkler 25 31-9% T(12-3%)_ 70.88 Sprinkler 165 31-9% Spr 70.65 Sprinkler 167 31-9% Spr 70.10 Sprinkler 168 31-9% pr 69.52 qprinkler 170 31-9% Spr 64.05 Sprinkler 27 _ 31-9% P0(10-0) 63.93 Sprinkler 29 31-9% P0(10-0) _ 48.85 Sprinkler 171 31-9% Spr 49.23 Sprinkler 173 31-9% Spr 66.63 Sprinkler 174 31-9% Spr 68.48 Spnnkler 176 31-9% Spr 70.22 _ Sprinkler _ _ 20 30-0% T(12-0) 72.15 Sprinkler 30 31-9% T(12-3%) 70.96 Sprinkler 179 31-9% Spr 70.72 Sprinkler 181 31-9% Spr 70.17 _ _ Sprinkler -- 182 31-9% Spr 69.58 Spnnkler 184 31-9% Spr _ 64.04 Sprinkler 33 31-9% P0(10-0) _63.92 Sprinkler 35 31-9% P0(10-0) 48.78 Sprinkler 185 31-9% Spr 49.16 Sprinkler 187 31-9% Spr 66.75 Sprinkler 188 31-9% Spr 68.62 Sprinkler 31-9% Spr - 70.38 190 Sprinkler 22 30-0% T(12-0) 72.33 Sprinkler 37 31-9% T(12-3%) 71.12 _ Sprinkler 193 31-9% Spr -- 70.88 Sprinkler 195 31-9% Spr 70.31 Sprinkler 196 31-9% Spr 69.71 Sprinkler 198 31-9% Spr 64.02 Sprinkler 39 31-9'A P0(10-0) 63.90 31-9% P0(10-0) 48.65 _Sprinkler --41 Sprinkler 199 31-9% Spr 49.04 pnnkler 201 31-9% Spr 66.96 Sprinkler 202 31-9% Spr ! 68.86 Sprinkler 204 31-9% Spr 70.66 Sprinkler 24 30-0% T(12-0) 72.63 Sprinkler 43 31-9% T(12-3%) 71.41 Sprinkler 207 31-9% Spr 71.16 Sprinkler 209 _- 31-9% Spr 70.56 Sprinkler 210 31-9% Spr 69.93 Sprinkler - as,CD M.E.P.CAD, Inc. 1] AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:24AM Page 3 Job Number: 1 Report Description: Spec. Warehouse Node Elevation(Foot) Fittings 212 52 53 213 215 216 2.18 26 54 221 223 224 226 55 56 227 229 230 232 28 57 235 237 238 240 58 31 60 241 243 244 246 32 61 249 251 252 254 62 63 255 257 258 260 34 64 263 265 266 268 65 66 269 271 272 274 36 67 277 279 280 282 31-9% Spr 31-9% 31-9% 31-9% P0(10-0) P0(10-0) Spr Pressure(psi) Discharge(gpm) 63.99 Sprinkler 63.86 Sprinkler 48.46 Sprinkler 31-9% Spr 31-9% Spr 31-9% Spr 30-0'% T(12-0) 31-9% T(12-3%) 31-9% Spr 31-9% Spr 31-9% Spr 31-9% Spr 31-9% P0(10-0) 31-9% P0(10-0) 31-9% Spr 31-9% Spr 31-9% ' Spr 31-9% Spr 30-0'% T(12-0) 31-9% T(12-3%) 31-9% Spr 31-9% Spr 31-9% Spr 31-9% Spr 31-9% P0(10-0) 30-0% T(31-7) 31-9% P0(10-0) 31-9% - Spr - 31-9%z Spr - 31-9'% Spr 31-9% _Spr - 30-0% T(12-0) 31-9% T(12-3%) 31-9% Spr 31-9% Spr 31-9% Spr 31-9% Spr 31-9% P0(10-0) 31-9% P0(10-0) 31-9% Spr 31-9% Spr 31-9% Spr 31-9% Spr 30-0% T(12-0) 31 -9'%`T12 -3Y:) 31-9% Spr 31-9% Spr 31-9% Spr 31-9% Spr 31-9% P0(10-0) 31-9% P0(10-0) 31-9% Spr 31-9'% ^Spr_ 31-9% Spr 31-9% Spr 30-0% T(12-0) 31-9% T(12-3%) 31-9% Spr 31-9% Spr 31-9% Spr 31-9% Spr 48.85 Sprinkler 67.04 Sprinkler 68.97 Sprinkler 70.80 Sprinkler 72.79 Sprinkler 71.56 Sprinkler 71.30 Sprinkler 70.69 Sprinkle 70.04 Sprinkler' 63.93 Sprinkler 63.79 Sprinkler 48.18 Sprinkler 48.58 Sprinkler 67.16 prinkler 69.13 Sprinkler 70.99 Sprinkler 73.01 Sprinkler 71.77 Sprinkler 71.51 Sprinkler 70.87 Sprinkler 70.19 Sprinkler 63.84 Sprinkler 63.71 Sprinkler 74.03 Sprinkler 47.81 Sprinkler 48.15 Sprinkler 63 59 Sprinkler 65 23 Sprinkler - 66 77 Sprinkler 68.52 Sprinkler 67.42 Sprinkler _ 67 30 Sprinkler 66.99 Spnnkler _ 66 67 Sprinkler 63 65 Sprinkler _ 63.59 Sprinkler 47.35 Sprinkler 47.67 Sprinkler_ 62 47 Spnnkler _ 64.04 Sprinkler 65.52 Sprinkler _ 67.20 Sprinkler _ 66_15 Sprinkler 66.06 Sprinkler 65.84 Sprinkler 65.62 Sprinkler 63.49 Sprinkler 63.44 Sprinkler 46.79 prinkler 47.10 Sprinkler 61.42 Sprinkler 62.95 Sprinkler 64.38 _ Sprinkler 66.00 Sprinkler 64.99 Sprinkler 64.93 Sprinkler 64.79 Sprinkler 64.65 _ Sprinkler 63.31 _ Sprinkler (�Y, ®M.E.P.CAD, Inc. a AutoSPRINK®VR7 v7.1.7 12/06/2011 10:21:24AM Page 4 81B Job Number. 1 Report Description: Spec. Warehouse Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 68 69 283 I 31-9% P0(10-0) 31-9% P0(10-0) 31-9% Spr 285 31-9% Spr 286 31-9% Spr 288 31-9% ! Spr 38 30-0'% T(12-0) 70 291 31-9% T(12 -3'/z) 31-9% Spr 293 31-9% Spr 294 296 71 72 297 299 31-9%I Spr 31-9%. pr 31-9% P0(10-0) 31-9% P0(10-0) 31-9% Spr 31-9% Spr 63.28 46.12 46.39 58.90 60.23 ! 61.49 ' Sprinkler Sprinkler Sprinkle Sprinkle Sprinkler 62.86 62.01 62.05 62.14 Sprinkle Sprinkler! Sprinkler Sprinkler Sprinkler 62.23 Sprinkle 63.08 63.10 45.33 45.57 56.40 Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 300 31-9% Spr 57.55 Sprinkler 302 ' 31-9% Spr - 58.64 Sprinkler 40 ' 30-0'% I T(12 -0_L 59.88 i Sprinkler 73 31-9% T(12-3%) 59.09 _ Sprinkler; 305 31-9% Spr 59.22 Sprinkler 307 I 31-9% Spr 59.52 I Sprinkle 308 31-9% Spr 59.84 I Sprinkled 310 31-9% I Spr - 62.87 - Sprinkler 74 31-9% P0(10-0) 62.93 Sprinkle 75 31-9% P0(10-0) 44.44 Sprinkler 311 31-9% Spr 44.64 Sprinkler 313 31-9'/2 Spr 53.93 Sprinkler 314 31-9% Spr - 54.92 Sprinkler 316 31-9% Spr 55.85 _ Sprinkler 42 - 30-0'% T(12-0) - 57.01 Sprinkler 76 31-9'4 T(12-3/) 56.24 Sprinkler 319 31-9% Spr - 56.46 Sprinkler 321 31-9'% Spr 56.98 Sprinkler 322 31-91/2 Spr 57.52 _ _ _ Sprinkler 324 31-9% }Spr 62.68 Sprinkler 77 31-9% P0(10-0) 62.79 Sprinkler 78 31-9Y:- P0(10-0) 43.44 - Sprinkler -- 325 - 31-9% Spr 42.41 Sprinkler - 44 30-0'% T(12-0) 51.82 S rinkler_ 45 31_9'% T(12-3%) 46.42 Sprinkler 333 _ 31-9%Spr 46.96 Sprinkler 335 31-9% Spr 48.24 _Sprinkler 336 31-91/2 Spr 49.60 Sprinkler 338 31-9% Spr 62.40 Sprinkler 79 31-9% P0(10-0) 62.68 I Sprinkler 80 31-9% P0(10-0) 42.69 Sprinkler 46 30-0% T(12 -0_t - 48.88 - _ Sprinkler 47 31-9% T(12-3%) 43.86 Sprinkler 347 31-9% Spr - 44.48 - Sprinkler 349 31-9'% Spr 45.96 Sprinkler 350 31-9% Spr 47.53 S rinkler 352 ! 31-9% Spr 62.29 Sprinkler, 81 ! - 31-9% P0(10-0) 62.61 - Sprinkler 82 31-9% P0(10-0) 42.34 Sprinkler 48 _ 30-0'% TS12-0) 46.20 Sprinkler 49 31-9'% ' T(12-3%) - 41.53 Sprinkler, 361 31-9% Spr _ 42.23 Sprinkler, 363 31-9% Spr - 43.89 Sprinkler 364 ' 31-9% it Spr 45.65 Sprinkler 366 31-9% Spr 62.22 Sprinkler 83 31-9% P0(10-0) - 62.58 Sprinkler g+, ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:24AM Page 5 111 Job Number 1 Report Description: Spec. Warehouse Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 84 50 31-9% E(5-0) 30-0% E(6-0) 51 375 377 378 31-9% T(12-3%) 31-9% Spr 31-9% Spr 380 85 326 327 328 329 330 331 339 340 i 341 j 342 343 1 344 345 353 354 355 356 357 358 359 367 368 369 370 371 372 373 42.24 Sprinkler] 44.11 Sprinkle 31-9% Spr 31-9% Spr 31-9%z E(5-0) 31-9% Spr(-18.50) 31-9% Spr(-16 26) 31-9Yzr Spr(-17.18) 31-9% Spr(-20.01) 31-9% Spr(-27.45) 31-9Yz Spr(-32.01) 31-9Yz Spr(-38.96) 31-9Yz Spr(-17.11) 31-9% Spr(-15.16) 31-9% Spr(-16.07) 31-9% Spr(-18.78) 31-9% Spr(-25.86) 31-9% Spr(-30.18) 31-9Y: Spr(i38.61) 31-9% Spr(-16.66) 31-9% Spr(-14.54) 31-9% Spr(-15.34) 31-9Yz Spr(17.86) 31-9% Spr(-24.51) 31-9% Spr(-28.60) 31-9% Spr(-40 11) 31-9% Spr(-17.04) 31-9% Spr(-14 64) 31-9% Spr(-15.38) 31-9% Spr(-17.83) 31-9% Spr(-24.37) 31-9% Spr(-28.40) 41.19 Sprinkle 41.91 Sprinkle 43.61 Sprinkle 45.41 Sprinkle 62.37 Sprinkle 62.57 Sprinkler 18.50 72.26 16.26 67.731 17.18 69.6 20.01 75.15 27.45 88.02 32.01 _ 95.05 38.96 104.861 17.11 15.16 69.50 65.411 16.07 67.35 18.78 72.60, 25.86 85.43L 30.18 92.30 38.61 l 104.39 16.66 68.57 14.54 64.05 15.34 65.801 17.86 i 71.00, 24.51 83.18 28.60 I 89.84 40.11 106.40 17.04 69.34 14.64 - 64.28 15.38 j 65.89 17.83 70.94 24.37 82.94 28.40 89.53 grj, ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:24AM Page 6 Job Number: 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings I Eq. Length Summary , Total Length as Route 1 BL 1.4420 Q=37.00 7.27 0=120 0.086248 9-4. Pf 0.80 355 31-9% q=64.05 K=16.8 14.54 Spr(-14.54) Pe 356 31-9% 15.34 9-4 Pv BL 1.6820 Q=102.80 14.84 C=120 0.269833 9-4 Pf 2.52 356 31-9% q=65.80 K=16.8 15.34 Spr(-15.34) Pe 357 31-9% 17.86 9-4 Pv BL 1.6820 0=173.80 25.09 C=120 0.712802 9-4 Pf 6.65 357 31-9% q=71.00 K=16.8 17.86 Spr(-17.86) Pe 358 31-9% 24.51 9-4 Pv BL 2.1570 0=256.97 22.56 0=120 0.437622 9-4 Pf 4.08 358 31-9% q=83.18 K=16.8 24.51 Spr(-24.51) ' Pe 359 31-9% 28.60 9-4 Pv BL 2.1570 Q=346.81 30.45 C=120 0.762041 4-8 Pf 12.93 359 31-9% q=89.84 K=16.8 28.60 Spr(-28.60) 12-3% Pe 49 31-9% 41.53 T(12-3%) 16-11%Pv RN 2.4690 Q=290.35 19.46 C=120 0.284110 1-9 Pf 3.91 49 31-9% 41.53 12-0 Pe 0 76 48 30-0% 46.20 T(12-0) 13-9 Pv FM 3.2600 0=577.87 22.21 C=120 0.262220 10-3 Pf 2.69 48 30-0% 46.20 Pe 46 30-0% 48.88 10-3 Pv FM 3.7600 Q=882.26 25.49 0=120 0.286315 10-3 Pf 2.93 46 30-0% 48.88 Pe 44 30-0% 51.82 10-3 Pv FM 3.7600 0=1200.86 34.70 C=120 0.506467 10-3 Pf 5.19 44 30-0% 51.82 Pe 42 30-0% 57.01 10-3 Pv FM 4.2600 0=1212.12 27.28 C=120 0.280535 10-3 Pf 2.88 42 30-0% 57.01 Pe 40 30-0% 59.88 10-3 Pv FM 4.2600 Q=1234.48 27.79 0=120 0.290184 10-3 Pf 2.97 40 30-0% _ 59.88 Pe 38 30-0% 62.86 10-3 Pv FM 4.2600 Q=1271.62 28.62 0=120 0.306543 10-3 Pf 3.14 38 30-0% 62.86 Pe 36 30-0'% 66.00 10-3 Pv FM 5.2950 0=1338.33 19.50 C=120 0.116834 10-3 Pf 1.20 36 30-0'% 66.00 Pe 34 30-0% 67.20 10-3 Pv FM 5.2950 0=1410.06 20.54 C=120 0.128681 10-3 Pf 1 32 34 30-0% 67.20 Pe 32 30-0% 68.52 10-3 Pv FM 5.2950 0=1486.91 21.66 0=120 0.141956 7-3 Pf 5.51 32 30-0% 68.52 31-7 Pe 31 30-0% 74.03 T(31-7) 38-10 Pv FM 7.9810 Q=2121.64 13.61 0=120 0.03.715.2 137-9% Pf 7.57 31 30-0% 74.03 _ _ 66-0 Pe 12.60 5 1-0 94.20 3E(18-0), ALV, BV(12-0) 203-9% Pv UG 8.3900 0=2121.64 12.31 C=140 0.021899 205-7 Pf 11.51 5 1-0 94.20 91-7% Pe 2.17 1 -4-0 107.87 3E(30-6%), BFP(-5.00), S 297-2% Pv GIO Route 2 BL 1.0490 0=27.05 10.04 C=120 0.227444 9-4 Pf 2.12 355 _ 31-9% q=64 05 K=16.8 14.54 Spr(-14.54) Pe 354 31-9% 16.66 9-4 Pv BL 1 0490 0=95.61 35.49 0=120 2.352024 9-4 Pf 21.95 354 31-9% q=68.57 K=16.8 16.66 Spr(-16.66) Pe 353 31-9% 38.61 9-4 Pv AO 2.0670 0=200.00 19.12 0=120 0.338741 1-0 Pf 3.73 353 31-9/, q=104.39 K=16.8 38.61 Spr(-38.61) 10-0 Pe 82 31-9% 42.34 P0(10-0) 11-0 Pv CM 4.3100 0=404.64 8.90 0=120 0.034820 10-3 Pf 0.36 82 31-9% 42.34 Pe 80 31-9% 42.69 10-3 Pv CM 4.3100 0=604.86 13.30 C=120 0.073251 10-3 Pf 0.75 80 31-9% 42.69 Pe 78 31-9% 43.44 10-3 Pv CM 4.3100 0=704.99 15.50 C=120 0.097251 10-3 Pf 1.00 78 31-9% 43.44 Pe 75 31-9% 44.44 10-3 Pv k ® M.E.P.CAD, Inc. M, AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:30AM Page 7 111 Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss : Length Pressure Length Summary Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Total AO 2.0670 0=41.30 3.95 C=120 0.018298 I 1-d Pf 0.20 75 31-9% 44.44 P0(10-0) 10-d Pe 311 31-9% 44.64 11-0 Pv BL 1.0490 0=41.30 15.33 C=120 0.497652 18-81 Pt 9.29 311 31-91/2 K=16.8 44.64 1 Pe 313 31-9% 53.93 18-3 Pv BL 1.4420 Q=41.30 8.11 C=120 0.105668 9-4 Pf 0.99 313 31-9% K-16.8 53.93 Pe 314 31-9% 54.92 9-4 Pv BL 1.6820 0=41.30 5.96 C=120 0.049926 18-8 Pf 0.93 314 31-9% K=16.8 54.92 1 Pe 316 31-9% 55.85 18-d Pv BL 2.1570 0=41.30 3.63 C=120 0.014868 14-0 Pf 0.39 316 31-9% K=16.8 55.85 12-31/2 Pe 76 31-91/2 56.24 T(12-3%) 26-3% Pv RN 2.4690 Q=11.26 0.75 C=120 0.000695 1-9 Pt 0.01 76 31-9% 56.24 12-0 Pe 0.76 42 30-0% 57.01 T(12-0) 13-9 Pv GP Route 3 BL 1.4420 Q=35.39 6.95 C=120 0.079425_' 9-4 Pt 0.74 369 31-9% q=64.28 K=16.8 14.64 Spr(-14.64) Pe 370 31-9% 15.38 9-4 Pv BL 1.6820 Q=101.28 14.62 C=120 0.262474 9-4 Pf 2.45 370 31-9% q=65.89 K=16.8 15.38 Spr(-15.38) Pe 371 31-9% 17.83 9-4 Pv BL 1.6820 0=172.22 24.87 C=120 0.700855 9-4 Pt 6.54 371 31-9% q=70.94 K=16.8 17.83 Spr(-17.83) Pe 372 31-9% 24.37 9-4 Pv BL 2.1570 0=255.16 22.40 C=120 0.4319129-4 Pf 4.03 _ 372 31-9% q=82.94 K=16.8 24.37 Spr(-24.37) Pe 373 31-9% 28.40 9-4 Pv BL 1570 0=344.69 30.26 C=120 0.753441 4-8 Pf 12.79 373 _2 31-9% q=89.53 K=16.8 28.40 _ Spr(-28.40) 12-3% Pe 51 31-9% 41.19 T(12-3%) 16-11'% Pv RN 2.4690 Q=287.52 19.27 C=120 0.278996 1-9 Pf 2.16 51 31-9% 41.19 _ 6-0 Pe 0.76 50 30-0% 44.11 E(6-0) 7-9 Pv FM 2.6350 Q=287.52 16.92 C=120 0.203224 10-3 Pf 2.08 50 30-0'% 44.11 Pe 48 30-0% 46.20 10-3 Pv iab Route 4 BL 1.0490 0=28.89 10.72 C=120 0.256924 9-4 Pf 2.40 369 31-9% q=64.28 K=16.8 14.64 Spr(-14.64) Pe 368 31-9% 17.04 9-4 Pv BL 1.0490 0=98.23 36.47 C=120 2.472573 9-4 Pf 23.08 368 31-9% q=69.34 K=16.8 17.04 Spr(-17.04) Pe 367 31-9% 40.11 9-4 Pv AO 2.0670 19.57 C=120 0.353401 1-0 Pf 2.12 367 _ 31-9% _0=204.64 q=106.40 K=16.8 40.11 Spr(-40 11) 5-0 Pe 84 31-9% 42.24 E(5-0) 6-0 Pv CM 4.3100 Q=204.64 4.50 C=120 0.009864 10-3 Pf 0.10 84 31-9% 42.24 Pe 82 31-9% 42.34 10-3 Pv iwii Route 5 BL 1.4420 0=39.56 7.77 C=120 0.097572 9-4 Pf 0.91 341 _ 31-9% q=65.41 K=16.8 15.16 Spr(-15.16) _ Pe 342 31-9% 16.07 9-4 Pv BL 1.6820 0=106.91 15.44 C=120 0.290092 9-4 Pf 2.71 _ 342 31-9% q=67.35 K=16.8 16.07 Spr(-16.07) Pe 343 31-9% 18.78 9-4 Pv BL 1.6820 0=179.71 25.95 C=120 0.758290 9-4 Pf 7.08 343 31-9% q=72.80 K=16.8 18.78 Spr(-18.78) - Pe 344 31-9% 25.86 9-4 Pv BL 2.1570 0=265.14 23.28 C=120 0.463683 9-4 Pf 4.33 344 31-9% q=85.43 K=16.8 25.86 Spr(-25.86) Pe 345 31-9% 30.18 9-4 Pv BL 2.1570 0=357.44 31.38 C=120 0.805786 4-8 Pf 13.68 345 31-9% q=92.30 K=16.8 30.18 Spr(-30.18) 12-3% Pe 47 31-9% 43.86 T(12-3%) 16-11%Pv RN 2.4690 0=304.39 20.40 C=120 0.310052 1-9, Pf 4.26 47 31-9% 43.86 12-0 Pe 0.76 46 30-0% 48.88 T(12-0) • 13-9 Pv Route 6 gA,® M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 12/06/2011 10:21: 30A M Page 8 ■ Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.0490 0=25.86 9.60 C=120 0.209321 9-4 Pf 1.95 341 31-9% q=65.41 K=16.8 15.16 Spr(-15.16) Pe 340 31-9% 17.11 9-4 Pv BL 1.0490 0=95.36 35.40 C=120 2.340513 9-4 Pf 21.84 340 31-91/2 q=69.50 K=16.8 17.11 Spr(-17.11) Pe 339 31-9% 38.96 9-4 Pv AO 2.0670 0=200.22 19.14 C=120 0.339425 1-0 Pf 3.73 339 31-9% q=104.86 K=16.8 38.96 Spr(-38.96) 10-0 Pe 80 31-9% 42.69 P0(10-0) 11-q Pv falo Route 7 BL 1.4420 0=39.86 7.83 C=120 0.098976 9-4 Pf 0.92 327 31-9% q=67.73 K=16.8 16.26 Spr(-16.26) Pe 328 31-9% 17.18 9-4 Pv BL 1.6820 0=109.49 15.81 C=120 0.303217 9-4 Pf 2.83 328 31-9% q=69.63 K=16.8 _ _ 17.18 Spr(-17.18) Pe 329 31-9% 20.01 9-4 Pv BL 1.6820 Q=184.64 26.66 C=120 0 797251 9-4 Pf 7.44 329 31-9'/z q=75.15 K=16.8 20.01 Spr(-20.01) Pe 330 31-9% 27.45 I 9-4 Pv BL 2.1570 Q=272.66 23.94 C=120 0.488326 9-4 Pf 4.56 330 31-9% q=88.02 K=16.8 27.45 Spr(-27.45) Pe 331 31-9% 32.01 9-4I Pv BL L 2.1570 0=367.71 32.28 C=120 0.849153 4-8 Pf 14.41 331 31-9% q=95.05 K=16.8 32.01 Spr(-32.01) 12-31/2 Pe 45 31-9% 46.42 T(12-3'%)16-11'/ Pv RN 2.4690 0=318.60 21.35 C=120 0.33.7351 1-9 Pf 4.64 45 31-9% 46.42 _ 12-0 Pe 0.76 44 30-0% 51.82 T(12-0) 13-91 Pv GI Route 8 BL 1.0490 0=27.87 10.35 C=120 0 240449 9-4 Pf 2.24 327 31-9% q=67.73 K=16.8 16.26 Spr(-16.26) ' Pe 326 31-9% 18.50 9-4 Pv BL 1.0490 0=100.13 37.17 C=120 2.561643 9-4 Pf 23.91 326 31-9% q=72.26 K=16.8 18.50 Spr(-18.50) Pe 325 31-9% 42.41 9-4 Pv AO 2.0670 0=100.13 9.57 C=120 0.094.18.6 1-0 Pf 1.04 325 31-9% K=16.8 42.41 10-0 Pe 78 31-91/2 43.44 P0(10-0) 11-0 Pv quo Route 9 AO 2.0670 Q=11.37 1.09 C=120 0.00.1.684 1-0 Pf 0.02 296 31-9% K=16.8 63.08 _ 10-0 Pe 71 31-9% 63.10 P0(10-0) 11-0 Pv CM 4.3100 Q=279.71 6.15 C=120 0.017586 10-3 Pf 0.18 71 31-9% 63.10 Pe 68 31-9% 63 28 10-3 Pv AO 2.0670 0=14.52 1.39 C=120 0.002645 1-Q Pf 0.03 68 31-9% 63.28 P0(10-0) 10-0 Pe 282 31-9%z 63.31 11-0 Pv BL 1.0490 0=14.52 5.39 C=120 0.071932 18-8 Pf 1.34 282 31-9% K=16.8 63.31 Pe 280 31-9% 64.65 18-8 Pv BL 1.4420 0=14.52 2.85 C=120 0.015273 9-4 Pf 0.14 280 31-9% K=16.8 64.65 Pe 279 31-9% 64.79 9-41 Pv BL 1.6820 0=14.52 2.10 C=120 0.007216 18-8 Pf 0.13 279 31-9% K=16.8 64.79 Pe 277 31-9% 64.93 18-8 Pv BL 2.1570 0=14.52 1.27 C=120 0.002149 14-0. Pf 0.06 277 31-91/2 K=16.8 64.93 12-3% Pe 67 31-9% 64.99 T(12-3%) 26-31/2 Pv RN 2.4690 0=66.71 4.47 C=120 0.018698 1-9 Pf 0.26 67 31-9% 64.99 12-6 Pe 0.76 36 30-0% 66.00 T(12-0) 13-9,Pv GIP. Route 10 CM 4.3100 0=265.20 5.83 C=120 0.015935 10-3 Pf 0.16 68 31-9% 63.28 - Pe 65 31-9%z 63.44 10-3 Pv 2.0670 Q=18.62 1.78 C=120 0.004191 1-a, Pf 0.05 _AO 65 31-9% 63.44 P0(10-0) 10-d Pe 268 31-9Yz 63.49 11-0 Pv BL 1.0490 Q=18.62 6.91 C=120 0.113991 18-8 Pf 2.13 268 31-9% K=16.8 63.49 I Pe 266 31-9% 65.62 18-8 Pv a& ® M.E.P.CAD, Inc. 0,1AutoSPRINK®VR7 v7.1.7 12/06/2011 10:21:30AM Page 9 111 Job Number: 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length 1 Summary Total Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.4420 0=18.62 3.66 C=120 0.024204 9-4 Pf 0.23 266 31-9% K=16.8 65.62 Pe 265 31-9% 65.84 9-4 Pv BL 1.6820 0=18.62 2.69 C=120 0.011436 18-8 Pf 0.21 265 31-9% K=16.8 65.84 Pe 263 31-9% 66.06 18-8 Pv BL 2.1570 Q=18.62 1.63 C=120 0.003406 14-0 Pf 0.09 263 31-9% K=16.8 66.06 12-3% Pe 64 31-9% 66.15 T(12-3%) , 26-3% Pv RN 2.4690 Q=71.73 4.81 C=120 0.021384 1-9 Pf 0.29 64 31-91/2 _ --__ 66.15 12-0 Pe 0.76 34 30-0% 67.20 T(12-0) 13-9 Pv ea' Route 11 CM 4.3100 Q=246.58 5.42 C=120 0.013927 I 10-3 Pf 0.14 65 31-9% 63.44 Pe 62 31-9% 63 59 10-3 Pv AO 2.0670 Q=22.51 2.15 C=120 0.005953 1-0 Pf 0.07 62 31-9% 63 59 P0(10-0) 10-0 Pe 254 31-9% 63.65 11-0 Pv BL 1.0490 Q=22.51 8.36 C=120 0.161908 18-8 Pf 3.02 254 31-9% K=16.8 63.65 Pe 252 31-9% 66.67 18-8 Pv BL 1.4420 0=22.51 4.42 C=120 0.034378 9-4 Pf 0.32 252 31-9% K=16.8 66.67 Pe 251 31-9% 66.99 9-4 Pv BL 1.6820 0=22.51 3.25 C=120 0.016243 18-8 Pf 0.30 251 31-9% K=16.8 66.99 Pe 249 31-9% 67.30 18-8 Pv BL 2.1570 0=22.51 1.98 C=120 0.004837 14-0 Pf 0.13 249 31-9% K=16.8 67.30 12-3% Pe 61 31-9% 67 42 T(12-3%) 26-3% Pv RN 2.4690 Q=76.85 5.15 C=120 0.024296 1-9 Pf 0.33 61 31-9% 67 42 12-0 Pe 0.76 32 30-0% 68.52 T(12-0) 13-9 Pv GI. Route 12 CM 4.3100 Q=224.07 4.93 C=120 0.011667 10-3 Pf 0 12 62 31-9% 63.59 Pe 58 31-9% 63.71 10-3 Pv AO 2.0670 0=33.62 3 21 C=120 0 012509 1-0 Pf 0.14 58 31-9% 63.71 P0(10-0) 10-0 Pe 240 31-9% 63.84 11-0 Pv BL 1.0490 Q=33.62 12.48 C=120 0.340220 18-8 Pf 6.35 240 31-9% K=16.8 63.84 Pe 238 31-9% 70 19 18-8 Pv BL 1.4420 0=33.62 6.61 C=120 0 072240 9-4 Pf 0.67 238 31-9% K=16.8 70.19 Pe 237 31-9% 70.87 9-4 Pv BL 1.6820 Q=33.62 4.85 C=120 0.034132 18-8 Pf 0.64 237 31-9% K=16.8 70.87 Pe 235 31-9% 71.51 18-8 Pv BL 2.1570 0=33.62 2.95 C=120 0.010165 14-0 Pf 0.27 235 31-9% K=16.8 71.51 12-3% Pe 57 31-9% 71.77 T(12-3%) 26-3% Pv RN 2.4690 0=93.68 6.28 C=120 0.035044 1-9 Pf 0.48 57 31-9% 71.77 12-0 Pe 0.76 28 30-0% 73.01 T(12-0) 13-9 Pv FM 5.2950 0=634.73 9.25 C=120 0.029391 3-0 Pf 1.02 28 30-0% 73.01 31-7 Pe 31 30-0% 74.03 T(31-7) 34-7 Pv GP Route 13 CM 4.3100 Q=190.45 4.19 C=120 0.008636 10-3 Pf 0.09 58 31-9% 63.71 Pe 55 31-9% 63.79 10-3 Pv AO 2.0670 0=32.94 3.15 C=120 0.012044 1-0 Pf 0.13 _ 55 31-9% 63.79 P0(10-0) 10-0 Pe 226 31-9% 63.93 11-0 Pv BL 1.0490 0=32.94 12.23 C=120 0.327571 18-8 Pf 6.11 226 31-9% K=16.8 63.93 Pe 224 31-9% 70.04 18-8 Pv BL 1.4420 0=32.94 6.47 C=120 0.069554 9-4 Pf 0.65 224 31-9% K=16.8 70.04 Pe 223 31-9% 70.69 9-4 Pv fk, ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21: 30A M Page 10 Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Total Length BL 1.6820 0=32.94 4.76 C=120 0.032863 I 18-8 Pf 0.61 223 31-9% K=16.8 70.69 Pe 221 31-9% 71.30 18-8 Pv BL 2.1570 0=32.94 2.89 C=120 0.009787 14-0 Pf 0.26 221 - 31-9% K=16.8 71.30 12-3% Pe 54 31-9% 71.56 T(12-3%) 26-3% Pv RN 2.4690 0=92.33 6.19 C=120 0.034113 1-9 Pf 0.47 54 31-9% 71.56 12-0 Pe 0.76 26 30-0% 72.79 T(12-0) 13-9 Pv FM 5.2950 0=541.05 7.88 C=120 0.021874 10-3 Pf 0.22 26 30-0% 72.79 Pe 28 30-0% 73.01 10-3 Pv fair Route 14 CM 4.3100 0=157.51 3.46 C=120 0.006078 10-3 Pf 0.06 55 31-9% 63.79 Pe 52 31-9% 63.86 10-3 Pv AO 2.0670 0=32.45 3.10 C=120 0.011716 1-0 Pf 0.13 52 31-9% 63.86 P0(10-0) 10-0 Pe 212 31-9% 63.99 11-0 Pv BL 1.0490 0=32.45 12.05 C=120 0.318636 18-8 Pf 5.95 212 31-9% K=16.8 63.99 Pe 210 31-9% 69.93 18-8 Pv BL 1.4420 Q=32.45 6.38 C=120 0.067657 9-4 Pf 0.63 210 31-9% K=16.8 69.93 _ _ _ Pe 209 31-9% 70.56 9-4 Pv BL 1.6820 0=32.45 4.69 C=120 0.031967 18-8 Pf 0.60 209 31-9% K=16.8 70.56 _ Pe 207 31-9% 71.16 18-8 Pv BL 2.1570 0=32.45 2.85 C=120 0.009520 14-0 Pf 0.25 207 31-9% K=16.8 71.16 12-3% Pe 43 31-9% 71.41 T(12-3%) 26-3% Pv RN 2.4690 0=91.36 6.12 C=120 0.033455 1-9 Pf 0.46 43 31-9% 71.41 12-0 Pe 0.76 24 30-0% 72.63 T(12-0) 13-9 Pv FM 5.2950 0=448.73 6.54 C=120 0.015474 10-3 Pf 0.16 24 30-0% 72.63 Pe 26 30-0% 72.79 10-3 Pv Route 15 CM 4.3100 0=125.05 2.75 C=120 0.003966 10-3 Pf 0.04 52 31-9% 63.86 Pe 39 31-9% 63.90 10-3 Pv AO 2.0670 0=31.68 3.03 C=120 0.011206 1-0 Pf 0.12 39 31-9% 63.90 _ P0(10-0) 10-0 Pe 198 31-9% 64.02 11-0 Pv BL 1.0490 0=31.68 11.76 C=120 0.304789 18-8 Pf 5.69 198 31-9% K=16.8 64.02 Pe 196 31-9% 69.71 18-8 Pv BL 1.4420 0=31 68 6.22 C=120 0.064717 9-4 Pf 0.60 196 31-9% _ _ K=16.8 69.71 Pe 195 31-9% 70.31 9-4 Pv BL 1.6820 0=31.68 4.57 C=120 0.030578 18-8 Pf 0.57 195 31-9% K=16.8 70.31 Pe 193 31-9% 70.88 18-8 Pv BL2.1570 0=31.68 2.78 C=120 0.009106 14-0 Pf 0.24 193 31-9% K=16.8 70.88 12-3% Pe 37 31-9% 71.12 T(12-3%) 26-3% Pv RN 2.4690 0=90.00 6.03 C=120 0 032543 1-9 Pf 0.45 37 31-9% 71.12 12-0 Pe 0.76 22 30-0% 72.33 T(12-0) 13-9 Pv FM 4.2600 0=357.37 8.04 C=120 0.029289 10-3 Pf 0 30 22 30-0% 72.33 Pe 24 30-0% 72.63 10-3 Pv v Route 16 CM 4.3100 0=93.37 2.05 C=120 0.002310 10-3 Pf 0.02 39 31-9% 63.90 Pe 33 31-9% 63.92 10-3 Pv CM 4.3100 0=62.15 1.37 C=120 0.001088 10-3 Pf 0.01 33 31-9% _ 63.92 Pe 27 31-9% 63.93 10-3 Pv CM 4.3100 0=31.14 0.68 C=120 0.000303 10-3 PF 0 01 27 31-9% 63.93 13-11 Pe 21 31-9% 63.94 E(13-11) 24-2 Pv [� ® M.E.P.CAD, Inc. AutoSPR IN K® VR7 v7.1.7 12/06/2011 10:21:30AM Page 11 ■ Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings ' Length ' Pressure Summary Downstream Upstream Eq. Length Total Length AO 2.0670 0=31.14 2.98 C=120 0.010852 1-0 Pf 0.01 21 31-9% 63.94 Pe 156 31-9% 63.95 1-0 Pv BL 1.0490 0=31.14 11.56 C=120 0.295160 18-8 Pf 5.51 156 31-9% K=16.8 63.95 Pe 154 31-9% 69.46 18-8 Pv BL 1.4420 0=31.14 6.12 C=120 0.062672 9-4 Pf 0.58 154 31-9% K=16.8 69.46 Pe 153 31-9% 70.04 9-4 Pv BL 1.6820 0=31.14 4.50 C=120 0.029.6.1.2 18-8 Pf 0.55 153 31-9% K=16.8 70.04 _ Pe 151 31-9% 70.60 18-0 Pv BL 2.1570 0=31.14 2.73 C=120 0.008818 14-0 Pf 0.23 151 31-9% K=16.8 70.60 12-3% Pe 19 31-9% 70.83 T(12-3%) 26-3'/z Pv RN 2.4690 0=89.34 5.99 C=120 0.032102 1-0 Pf 0.44 19 31-9% 70.83 12-0 Pe 0.76 16 30-0% 72.03 T(12-0) 13-9 Pv FM 3.7600 0=89.34 2.58 C=120 0.004139 10-3 Pf 0.04 16 30-0% 72.03 1 Pe 18 30-0'/z 72.07 10-3 Pv FM _ 4.2600 0=178.16 4.01 C=120 0.008081 10-3 Pf 0.08 18 30-0% 72.07 Pe 20 30-0% 72.15 10-3 Pv FM 4.2600 0=267.37 6.02 C=120 0.017123 10-311 Pf 0.18 20 30-0% 72.15 Pe 22 30-0% 72.33 10-3 Pv Route 17 CM 4.3100 0=663.70 14.60 C=120 0.08697510-3 Pf 0.89 75 31-9% 44.44 - - Pe 72 31-9% 45.33 10-3 Pv AO 2.0670 0=44.87 4.29 C=120 0.021336 1-0 Pf 0.23 72 31-9% 45 33 P0(10-0) 10-0 Pe 297 31-9% 45.57 11-0 Pv BL 1.0490 0=44.87 16.66 C=120 Or 580292 18-8 Pf 10.83 297 31-9% K=16.8 45.57 Pe 299 31-9% 56.40 18-8 Pv BL 1.4420 0=44.87 8.82 C=120 0.123215 9-4 Pf 1.15 299 31-9% K=16.8 56.40 Pe 300 31-9% 57.55 9-4 Pv BL 1.6820 0=44.87 6.48 C=120 0.058217 18-8,' Pf 1.09 300 31-9% K=16.8 57.55 Pe 302 31-9% 58.64 18-8 Pv BL 2 1570 Q=44.87 3.94 C=120 0.017337 14-0 Pf 0.46 302 31-9% K=16.8 58.64 12-3% Pe 73 31-9% 59,09 T(12-3%) 26-3Yz Pv RN 2.4690 0=22.36 1.50 C=120 0.002475 1-9 Pf 0.03 73 31-9% 59.09 12-0 Pe 0.76 40 30-0% 59.88 T(12-0) 13-9 Pv Route 18 CM - -- 4.3100 0=618.82 13.61 C=120 0.076410 10-3 Pf 0.78 72 31-9% 45.33 - - Pe 69 31-9% 46.12 10-3 Pv CM 4.3100 0=570.31 12.54 C=120 0.065698 10-3 Pf 0.67 69 31-9% 46.12 _ Pe 66 31-9% 46.79 10-31 Pv AO 2.0670 Q=52.19 4.99 C=120 0.028216 1-0 Pf 0.31 66 31-9% 46.79 P0(10-0) 10-0, Pe 269 31-9% 47.10 11-0 Pv BL 1.0490 Q=52.19 19.37 C=120 0.767407 18-8 Pf 14.32 269 31-9% K=16.8 47.10 Pe 271 31-9% 61.42 18-0 Pv BL 1.4420 0=52.19 10.25 C=120 0.162945 9-4 Pf 1.52 271 31-9% K=16.8 61.42 Pe 272 31-9% 62.95 9-4 Pv BL 1.6820 0=52.19 7.54 C=120 0.076989 18-0 Pf 1.44 272 31-9% K=16.8 62.95 Pc 274 31-9% 64.38 18-8 Pv BL 2.1570 0=52.19 4.58 C=120 0.022927 14-0 Pf 0.60 274 31-9% K=16.8 64.38 12-3% Pe 67 31-9% 64.99 T(12-3%) 26-3% Pv GO Route 19 ,, ® M.E.P.CAD, Inc. AutoSPR IN KO VR7 v7.1.7 12/06/2011 10:21:30AM Page 12 11/1:� CC ,��� �'rsi'nau'�+.wa W%�b@�.!x +i?k... i'�'nf rz >E�M1'T tvtic, Job Number: 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary CM 4.3100 0=518.12 11.39 C=120 0.055010 10-3 Pf 0.56 66 31-9% 46.79 63 31-9% 47.35 10-3 Pe Pv AO 2.0670 0=53.11 5.08 C=120 0.029141 1-0 Pf 0.32 63 31-9% 47.35 P0(10-0) 10-0 255 31-9% 47.67 11-0 Pe Pv BL 1.0490 0=53.11 19.72 C=120 0.79257518-8 Pf 14.79 255 31-9% K=16.8 47.67 257 31-9% 62.47 18- Pe Pv BL 1.4420 0=53.11 10.43 C=120 0.168289 9-4 Pf 1.57 257 31-9'% K=16.8 62.47 258 31-9% 64.04 9-4 Pe Pv BL 1.6820 0=53.11 7.67 C=120 0.079514 18-8 Pf 1.48 258 31-9% K=16.8 64.04 260 31-9% 65.52 18-8 Pe Pv BL 2.1570 0=53.11 4.66 C=120 0.023679 14-0 Pf 0.62 260 31-9% K=16.8 65.52 12-3% Pe 64 31-9% 66.15 T(12-3%) 26-3'% Pv imp Route 20 CM 43100 0=465.01 10.23 C=120 0.045035 10-31 Pf 0.46 63 31-9% 47.35 60 31-9% 47.81 10-3I ' Pe Pv AO 2.0670 0=54.35 5.20 C=120 0.030409 1-0 Pf 0.33 60 31-9% 47.81 P0(10-0) 10-0 Pe 241 31-9% 48.15 11-0I Pv BL 1.0490 0=54.35 20.17 C=120 0.827044 18-8 Pf 15.44 241 31-9% K=16.8 48.15 ' Pc 243 31-9% 63.59 18-61 Pv BL 1.4420 0=54.35 10.68 C=120 0.175608 9-4 Pf 1.64 243 31-9% K=16.8 63.59 Pe 244 31-9% 65.23 9-4 Pv BL 1.6820 Q=54.35 7.85 C=120 0 082972 18-8 Pf 1.55 244 31-9% K=16.8 65 23 Pe 246 31-9% 66.77 18-8 Pv BL 2.1570 0=54.35 4.77 C=120 0 024709 14-0 Pf 0.65 246 31-9% K=16.8 66.77 12-3% Pe 61 31-9% 67.42 T(12-3%) 26-3% Pv v Route 21 CM 43100 0=410.66 9.03 C=120 0 035784 10-3 Pf 0.37 60 31-9% 47 81 Pe 56 31-9% 48 18 10-3 Pv AO 2.0670 Q=60.06 5.74 C=120 0.036582 1-0 Pf 0.40 56 31-9% 48.18 P0(10-0) 10-0 Pe 227 31-9% 48.58 11-0 Pv BL 1.0490 Q=60.06 22.29 C=120 0.994931 18-8 Pf 18.57 227 31-9% K=16.8 48.58 Pe 229 31-9% 67.16 18-8 Pv BL 1.4420 0=60.06 11.80 C=120 0.211256 9-4 Pf 1.97 229 31-9% K=16.8 67.16 Pe 230 31-9% 69.13 9-4 Pv BL 1.6820 0=60.06 8.67 C=120 0.099815 18-8 Pf 1.86 230 31-9% K=16.8 69.13 pe 232 31-9% 70.99 18-8 Pv BL 2.1570 0=60.06 5.27 C=120 0.029725 14-0 Pf 0.78 232 31-9% K=16.8 70.99 12-3% Pe 57 31-9% 71.77 T(12-3%) 26-3% Pv GO Route 22 CM 4.3100 Q=350.61 7.71 C=120 0.026710 10-3 Pf 0.27 56 31-9% 48.18 Pe 53 31-9% 48.46 10-3 Pv AO 2.0670 0=59.38 5.68 C=120 0.035829 1-0 Pf 0.39 53 31-9% 48.46 P0(10-0) 10-0 Pe 213 31-9% 48.85 11-0 Pv BL 1.0490 0=59.38 22.04 C=120 0.974469 18-8 Pf 18.19 213 31-9% K=16.8 48.85 Pe 215 31-9% 67.04 18-8 Pv BL 1.4420 0=59.38 11.67 C=120 0.206911 9-4 Pf 1.93 215 31-9% K=16.8 67.04 Pe 216 31-9% 68.97 9-4 Pv BL 1.6820 0=59.38 8.57 C=120 0.097762 18-8 Pf 1.82 216 31-9% K=16.8 68.97 I Pe 218 31-9% 70.80 18-8 Pv gjy m M.E.P.CAD, Inc. (,j AutoSPR IN K® VR7 v7.1.7 12/06/2011 10: 21: 30A M Page 13 II: Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity - K -Factor HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge BL 2.1570 0=59.38 5.21 _ C=120 0.029114 14-0 Pf 0.77 218 31-9% K=16.8 70.80 12-3% Pe 54 31-9% 71.56 T(12-3%) 26-3% Pv Route 23 CM 4.3100 Q=291.22 6.40 C=120 0.018948 10-3 Pf 0.19 53 31-9% 48.46 Pe 41 31-9% 48.65 10-3 Pv AO 2.0670 0=58.91 5.63 C=120 0.035296 1-0 Pf 0.39 41 31-9% 48.65 P0(10-0) 10-0 Pe 199 31-9% 49.04 11-0 Pv BL 1.0490 0=58.91 21.87 C=120 0.959971 18-8 Pf 17.92 199 31-9% K=16.8 49.04 Pe 201 31-9% 66.96 18-8 Pv BL 1.4420 0=58.91 11.57 C=120 0.203833 9-4 Pf 1.90 201 31-9% K=16.8 66.96 Pe 202 31-9% 68.86 9-4 Pv BL 1.6820_ 0=58.91 8.51 C=120 0.096308 18-8 Pf 1.80 202 31-9% K=16.8 68.86 Pe 204 31-9% 70.66 18-13 Pv BL 2.1570 0=58.91 5.17 C=120 0.028680 14-0 Pf 0.75 204 31-9% K=16.8 70.66 12-3% Pe 43 31-9% 71.41 T(12-3%) 26-3% Pv ND Route 24 CM 4.3100 Q=232.32 5.1.1 C=120 0.012474 10-3 Pf 0.13 41 31-9% 48.65 1 Pe 35 31-9% 48.78 10-3I Pv AO 2.0670 0=58.32 5.58 C=120 0.034652 1-0 Pf 0.38 35 31-9% 48.78 P0(10-0) 10-0 Pe 185 31-9% 49.16 11-01Pv BL 1.0490 0=58.32 21.65 C=120 0.942447 18-81 Pf 17.59 185 31-9% K=16.8 49.16 Pe 187 31-9% 66.75 18-8 Pv BL L 1.4420 Q=58.32 11.46 C=120 0.200112 9-4 Pf 1.87 187 31-9% K=16.8 66.75 Pe 188 31-9% 68.62 9-4 Pv BL 1.6820 0=58.32 8.42 C=120 0.094550 18-8 Pf 1.76 188 31-9% K=16.8 68.62 Pe 190 31-9Yz 70.38 18-8 Pv BL 2.1570 Q=58.32 5.12 C=120 0.028157 14-0 Pf 0.74 190 31-9% K=16 8 70.38 _ 12-3% Pe 37 31-9% 71.12 T(12-3%) i 26-3% Pv w Route 25 CM 4.3100 0=174.00 3.83 C=120 0.007307 10-3 Pf 0.07 35 31-9% 48.78 Pe 29 31-9% 48.85 10-3 Pv CM 4.3100 0=116.02 2.55 C=120 0.003452 10-3 Pf 0.04 29 31-9Yz 48.85 Pe 23 31-9% 48.89 10-3 Pv CM 4.3100 0=58.20 1.28 C=120 0.000964 10-3 Pf 0.02 23 31-9% 48.89 13-11 Pe 17 31-9% 48.91 E(13-11) 24-2 Pv AO 2.0670 0=58.20 5.56 C=120 0.034523 1-0 Pf 0.03 17 31-9% 48.91 Pe 143 31-9% 48.95 1-6 Pv BL 1.0490 _ Q=58.20 21.61 C=120 0.938944 18-8 Pf 17.53 143 31-9% K=16.8 48.95 Pe 145 31-9% 66.47 18-8i Pv BL 1.4420 0=58.20 11.43 C=120 0.199368 9-4 Pf 1.86 145 31-9% K=16.8 66.47 Pe 146 31-9% 68.33 9-4 Pv BL 1.6820 0=58.20 8.40 C=120 0.094198 18-8 Pf 1.76 146 31-9% K=16.8 68.33 Pe 148 31-9% 70.09 18-11 Pv BL 2.1570 Q=58.20 5.11 C=120 0.028052 14-0 Pf 0.74 148 31-9% K=16.8 70.09 12-3% Pe 19 31-9% 70.83 T(12-3%) 26-3% Pv wa Route 26 AO 2.0670 Q=31.01 2.96 - _- C=120 0.010769 1-0 Pf 0.12 27 31-9% 63.93 P0(10-0) 10-0 Pe 170 31-9% 64.05 11-0 Pv BL 1.0490 Q=31.01 11.51 C=120 0.292881 18-8 Pf 5.47 170 31-9% K=16.8 64.05 Pe 168 31-9% 69.52 18-81 Pv M.E.P.CAD, Inc. llj AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21: 30A M Page 14 Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings 1Length Pressure ' Eq. Length Summary Total Length Downstream Upstream BL 1.4420 0=31.01 6.09 C=120 0.062188 9-4, Pf 0.58 168 31-9'% K=16.8 69.52 Pe 167 31-9Yz 70.10 9-4 Pv BL 1.6820 - 0=31.01 4.48 C=120 0.029383 18-8 Pf 0.55 167 31-9% K=16.8 70.10 Pe 165 31-9% 70.65 18-8 Pv BL 2.1570 0=31.01 2.72 C=120 0.008750 14-0 Pf 0.23 165 31-9% K=16.8 70.65 12-3Yz Pe 25 31-9% 70.88 T(12-3%) 26-3% Pv RN 2.4690 Q=88.82 5.95 C=120 0.031757 1-9 Pt 0.44 25 31-9% 70.88 12-0 Pe 0.76 18 30-0% 72.07 T(12-0) 13-9 Pv Q Route 27 AO 2.0670 Q=57.81 5.53 C=120 0.034097 1-0 Pt 0.38 23 31-9% 48.89 P0(10-0) 10-0 Pe 157 31-9% 49.26 11-0 Pv BL 1.0490 0=57.81 2_1.46 C=120 0.927357 18-8 PI 17.31 157 31-9% K=16.8 49.26 Pe 159 31-9% 66.57 18-8 Pv BL 1.4420 0=57.81 11.36 C=120 0.196908 9-4 Pf 1.84 159 31-9% K=16.8 66.57 Pe 160 31-9% 68.41 9-4 Pv BL 1_6820 0=57.81 8.35 C=120 0.093036 18-8 Pf 1.74 160 31-9% K=16.8 68.41 pe 162 31-9% 70.15 18-8 Pv BL 2.1570 0=57.81 5.08 C=120 0.027706 14-0 Pf 0.73 162 31-9% K=16.8 70.15 12-3'/z Pe 25 31-9% 70.88 T(12-3%) 26-3% Pv lib Route 28 AO 2.0670 0=31.23 2.99 C=120 0.010909 1-0 Pf 0.12 33 31-9% 63.92 P0(10-0) 10-0 Pe 184 31-9% 64.04 11-0 Pv BL 1.0490 0=31.23 _ 11.59 C=120 0.296698 18-8 Pf 5.54 184 31-9% K=16.8 64.04 Pe 182 31-9% 69.58 18-8 Pv BL 1.4420 Q=31.23 6.13 C=120 0.062999 9-4 Pf 0.59 182 31-9% K=16.8 69.58 Pe 181 31-9% 70.17 9-4 Pv _BL 1.6820 0=31.23 4.51 C=120 0.029766 18-8 Pf 0.56 181 31-9% K=16.8 70.17 Pe 179 31-9% 70.72 18-8 Pv BL 2.1570 Q=31 23 2.74 C=120 0.008864 14-0 Pf 0.23 179 31-9% K-16.8 70.72 12-3% Pe 30 31-9% 70.96 T(12-3%) 26-3% Pv RN 2.4690 Q=89.20 5.98 C=120 0.032009 1-9 Pf 0.44 30 31-9% 70.96 12-0 Pe 0.76 20 30-0% 72.15 T(12-0) 13-9 Pv • r Route 29 AO 2.0670 Q=57.98 5.54 C=120 0.034275 1-0 Pf 0.38 29 31-9% 48.85 P0(10-0) 10-0 Pe 171 31-9% 49.23 11-0 Pv BL 1.0490 Q=57.9821.52 C=120 0.932196 18-8 Pf 17.40 171 31-9% K=16.8 49.23 Pe 173 31-9% 66.63 18-8 Pv BL 1.4420 Q=57.98 11.39 C=120 0.197935 9-4 Pf 1.85 173 31-9% K=16.8 66.63 Pe 174 31-9% 68.48 9-4 Pv BL 1.6820 Q=57.98 8.37 C=120 0.093521 18-8 Pf 1.75 174 31-9% K=16.8 68.48 Pe 176 31-9% 70.22 18-8 Pv BL 2.1570 0=57.98 5.09 C=120 0.027851 14-0 Pf 0.73 176 31-9% K=16.8 70.22 12-3Y Pe 30 31-9% 70.96 T(12-3%) 26-3% Pv .i Route 30 BL 1.4420 0=11.37 2.23 C=120 0.009726 9-4 Pf 0.09 293 31-9% K=16.8 62.14 Pe 294 31-9% 62.23 94 Pv BL 1.0490 Q=11.37 4.22 C=120 0.045805 18-8 Pf 0.86 294 31-9% K=16.8 62.23 _ Pe 296 31-9% 63.08 18-B, Pv w Route 31 ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/06/2011 10: 21: 30A M Page 15 It.A • Job Number. 1 Report Description: Spec. Warehouse Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Summary _Pipe Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length AO 2.0670 0=48.52 4.64 C=120 0.024652 1-0 Pf 0.27 69 31-9% 46.12 P0(10-0) 10-0 Pe 283 31-91/2 46.39 11-0 Pv BL 1.0490 0=48.52 18.01 C=120 0.670468 18-81 Pf 12.52 283 31-9% K=16.8 46.39 - Pe 285 31-9% 58.90 18-8 Pv BL 1.4420 Q=48.52 9.53 C=120 0.142362 9-4 Pf 1.33 285 31-9% K=16.8 58.90 Pe 286 31-9% 60.23 9-4 Pv BL 1.6820 0=48.52 7.01 C=120 0.067264 18-8, Pf 1.26 286 31-9% K=16.8 60.23 Pe 288 31-9% 61.49 18- Pv BL 2.1570 0=48.52 4.26 C=120 0.020031 14- Pf 0.53 288 31-9% K=16.8 61.49 12-3% Pe 70 31-9% 62.01 T(12-3%) 26-3% Pv RN 2.4690 0=37.14 2.49 C=120 0.006329 1-9 Pf 0.09 70 _ 31-9% 62.01 - 12-0 Pe 0.76 38 30-0% 62.86 T(12-0) 13-9 Pv OD Route 32 BL 1.4420 0=22.51 4.42 C=120 0.034392 9-4 Pf 0.32 307 31-9% K=16.8 59.52 Pe 308 31-9% 59.84 9-4' Pv BL 1.0490 0=22.51 8.36 C=120 0.161971 18-8 Pf 3.02 308 31-9% K=16.8 59.84 Pe 310 31-9% 62.87 18-8 Pv AO 2.0670 0=22.51 2.15 C=120 0.005955 1-0 Pf 0.07 _ _ _ _ 310 31-9% K=16.8 62.87 10-0Pe 74 31-9% 62.93 P0(10-0) 11-0 Pv CM 4.3100 0=268.34 5.90 C=120 0.016286 10-3 Pf 0.17 74 31-9% 62.93 ' Pe 71 31-9% 63.10 10-3' Pv or Route 33 BL 1.4420 0=30.04 5.90 C=120 0.058651 9-4 Pf 0.55 321 31-9% K=16.8 56.98 Pe 322 31-9% 57.52 9-4 Pv BL 1.0490 0=30.04 11.15 C=120 0.276221 18-8 Pf 5.16 322 31-9% K=16.8 57.52 Pe 324 31-9% 62.68 18-8 Pv AO 2.0670 0=30.04 2.87 C=120 0.010156 1-0 Pf 0.11 324 31-9% K=16.8 62.68 _ 10-0 Pe 77 31-9% 62.79 P0(10-0) 11-0 Pv CM 4.3100 0=245.83 5.41 C=120 0.013849 10-3 Pf 0.14 77 31-9% 62.79 Pe 74 31-9% 62.93 10-3 Pv co Route 34 BL 1.4420 0=49.11 9.65 C=120 0 145591 9-4 Pf 1.36 335 31-9% K=16.8 48.24 Pe 336 31-91/2 49.60 9-4 Pv BL 1.0490 0=49.11 18.23 C=120 0.6.85675 18-8 Pf 12.80 336 31-9% K=16.8 49.60 Pe 338 31-9% 62.40 18-8 Pv AO 2.0670 0=49.11 4.70 C=120 0.025211 1-0 Pf 0.28 338 31-9% K=16.8 62.40 10-0, Pe 79 31-9% 62.68 P0(10-0) 11-0 Pv CM 4.3100 0=215.79 4.75 C=120 0.010882 10-3 Pf 0.11 79 31-9% 62.68 Pe 77 31-9% 62.79 10-3 Pv ei Route 35 BL 1 4420 0=53.04 10.42 C=120 0.167890 9-4 Pf 1.57 _ 349 31-9% K=16.8 45.96 Pe 350 31-9% 47.53 9-4 Pv BL 1.0490 0=53.04 19.69 C=120 0.790695 18-8. Pf 14.76 350 31-9% K=16.8 47.53 Pe 352 31-9% 62.29 18-8 Pv AO 2.0670 0=53.04 5.07 C=120 0.029072 1-0 Pf 0.32 352 31-9% K=16.8 62.29 10-0 Pe 81 31-9% 62.61 P0(10-0) 11-0, Pv CM 4.3100 0=166.68 3.67 C=120 0.006749 10-8' Pf 0.07 81 31-9% 62.61 Pe 79 31-9% 62.68 10-3 Pv v Route 36 4, ® M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 12/06/2011 10:21:30AM Page 16 E� Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length J Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge BL 1.4420 0=56.46 11.09 C=120 0.188459 9-4 Pf 1.76 363 31-9% K=16.8 43.89 Pe 364 31-9% 45.65 9-4 Pv BL 1.0490 0=56.46 20.96 C=120 0.887568 18-8 Pf 16.57 364 31-9% K=16.8 45.65 Pe 366 31-9% 62.22 18-8 Pv AO 2.0670 0=56.46 5.40 C=120 0.032634 1-0 Pf 0.36 366 31-9% K=16.8 62.22 - 10-q Pe 83 31-9% 62.58 P0(10-0) 11-01 Pv CM 4.3100 0=113.64 2.50 C=120 0.003322 10-3 Pf 0.03 83 31-9% 62.58 Pe 81 31-9% 62.61 1 10-3 Pv Glo Route 37 BL 1.4420 0=57.18 11.23 C=120 0.192903 9-4 Pf 1.80 377 31-9% K=16.8 43.61 Pe 378 31-9% 45 41 9-4 Pv BL 1.0490 Q=57.18 21.23 C=120 0.908495 18-8 Pf 16.96 378 31-9% K=16.8 45.41 Pe 380 31-9% 62.37 18-8 Pv AO 2.0670 0=57.18 5.47 C=120 0.033403 1-0 Pf 0.20 380 31-9% K=16.8 62.37 5-0, Pe 85 31-9% 62.57 E(5-0) 6-01Pv CM 4.3100 0=57.18 1.26 C=120 62.57 0.000932 10-3, Pf j Pe 0.01 85 31-9% 83 31-9% 62.58 10-31 Pv v Route 38 BL 1.6820 0=11.37 1.64 C=120 0.004595 18-4 Pf 0.09 291 31-9% K=16.8 62.05 Pe 293 31-9% 62.14 18-8 Pv GI, Route 39 BL 2.1570 0=11.37 1.00 C=120 0.001368 14-0 Pf 0.04 70 31-9% 62.01 T(12-3%) 12-3% Pe 291 31-9% 62.05 26-3% Pv Route 40 BL 1.6820 0=22.51 3.25 C=120 0.016250 18-8 Pf 0.30 305 31-9% K=16.8 59 22 Pe 307 31-9% 59.52 18-8Pv itiaa- Route 41 2.1570 Q=22.51 1.98 C=120 0.004839 14-0, Pf 0.13 _BL 73 31-9% 59 09 T(12-3%) 12-3% Pe 305 31-9% 59.22 26-3% Pv - Route 42 B L 1.6820 Q=30.04 4 34 C=120 0.027712 18-8 Pf 0.52 _ 319 31-9% K=16.8 56 46 _ _ _ Pe 321 31-9% 56.98 18-8, Pv - Route 43 BL 2.1570 0=30.04 2.64 C=120 008252 14-0 Pf 0.22 76 31-9% 56.24 _0 _ T(12-3%) 12-3% Pe 319 31-9% 56.46 26-3% Pv GIN Route 44 BL 1.6820 0=49.11 7.09 C=120 0.068789 18-8 Pf 1.28 333 31-9% K=16.8 46.96 Pe 335 31-9% 48.24 18-8, Pv ima Route 45 BL 2.1570 0=49.11 4.31 C=120 0.020485 14-0 Pf 0.54 45 31-9% 46.42 T(12-3%) 12-3Y; Pe 333 31-9% 46.96 26-3% Pv Route 46 BL 1.6820 0=53.04 7.66 C=120 0.079326 18-8 Pf 1.48 347 31-9% K=16.8 44.48 - Pe 349 31-9% 45.96 18-0 Pv - Route 47 BL 2.1570 0=53.04 4.66 C=120 0.023623 14-0 Pf 0.62 47 31-9% 43.86 T(12-3%) 12-3% Pe 347 31-9% 44.48 26-3% Pv - Route 48 BL 1.6820 0=56.46 8.15 C=120 0.089044 18-8 Pf 1.66 361 31-9% K=16.8 42.23 Pe 363 31-9% 43.89 18-8 Pv w Route 49 ® M.E.P.CAD, Inc. 0,11 AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:30AM Page 17 li F otu,;« I•- a x, Job Number. 1 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss I Length , Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Summary Total Length BL 2.1570 Q=56.46 4.96 C=120 0.026517 14-d Pf 0.70 49 31-9% 41.53 T(12 -3'/z) 361 31-9% 42.23 12-3% Pe 26-3'% Pv w Route 50 BL 16820 Q=57.18 8.26 C=120 0.091144 18-8 Pf 1.70 375 31-9% K=16.8 41.91 Pe 377 31-9% 43.61 18-8 Pv Gib Route 51 BL 21570 0=57.18 5.02 C=120 0.027142 14-0 Pf 0.71 51 31-9% 41.19 T(12-3%) 12-3% Pe 375 31-9% 41.91 26-31/ Pv . P btYahres aktit F s (Gx120 onty3 ` ValueAt . Actual Inside Diameter \ ° B7 Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter J =Factor Type Legend . Units Legend .. Fe mgs i fiend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k, ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:30AM Page 18 Job Number. 1 Report Description: Spec. Warehouse Supply at Node 1 150 135 120 Static Pressure 130.00 2121 64 @ 107.87 2621 64 with hose streams 105 90 M Q ‚75 System demand curve 60 45 30 15 8800.00 @ 20.00 0-uawJuin mum! iituiitt 'milli' 111111111 11111 1111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 boo 1800 2700 3600 4500 5400 6300 7200 8100 9000 Water flow, gpm Hydreul. Graph Supply at Node 1 Stat. Pressure 130.00 Reequel Presses 8800.00 @ 20.00 AV*X.LS Preesure @ Tares o1 TeN 118.29 @ 2621.64 System Osmond -- -- — - - - -- -- ----- 2121.64 @ 107.87 System Osmond (Ircldmy Nose Albxa,ce) 2621.64 @ 107.87 6j, ®M.E.P.CAD, Inc. a AutoSPRINK® VR7 v7.1.7 12/06/2011 10:21:34AM Page 19 Job Number. 1 Report Description: Ordinary Group I ..- ". x.c N' ,;, t!'W�4 •' S;g.r .Y$"rheJh f"'xw1... _ �&Yxi `;St• ,. . f. ,mow.. &">::'°:, hw3ilr 4y,,eir .,, ^ a3Fn:a r, y •;8g1",'1 A Job NwMar 1 : Demon Engineer Job Name Continental Western State CatfcNwnlnpme Number I FIRESWI 140B1 Address 1 1232 Andover Park W ANJ Tukwila Address 2 Job Site Continental Western City State Zip Code Tukwila WA ' , Dramg Nemo ' Continental Western Office Tl.cad Spsierf� .; _.yt:`�:::r, ,�, ��€kn : ,- ;,^.'z . R�marle Area '. .,.. , • ' � ,,.,q,,, a, . MON Den.ndmg SprmbW Data 5.6 K -Factor 19.50 at 12.13 Occupancy Job Sully Ordinary Group I Nose Mower's* Al Source 250.00 OMaOy Area of Appbobon 0.15gpm/ft' 1500.00ftV (Actual 1557.60ft2) Addiborol Nose Suppkes Node Flow(npm) Nembe, Of Sprinklers Calculated Coverage Per Sprmktr 22 130.00ft2 140111' Ice. FIy'��4 440C1144.44 ii'l (IP ib tf a /h l ` Llilik.-� •k al V/,+ • M`1s. Total Nose Stream 250.00i System Flow Demand 484.75 m Pr.mmur. u.wia.�e G �.npm 0.00 Total Water Required (Inducing Nose Allowance) 734.75 Magnum Veocdy Above Ground 15.90 between nodes 18 and 17 Ma.:nwm V.locM under Ground 2.81 between nodes 1 and 6 Volume ...coy of NMI Pipes ''I Volume cepacM of Dry Rpe 699.04gal Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 130.00 20.00 8800.00 128.89 734.75 36.24 92.64 .. ..:�'. t S� �.%'� _ �4 e ..., §�. C;:+?��'=�`.;rk�`�g^�"�,r;Yi?s."- Convector Number I 21 Cooled Name Contact TIM Theron Davis Name of Convector FIRE SYSTEMS WEST, INC. PNanc Eot.nmon (253) 833-1248 Address 1 206 FRONTAGE ROAD NORTH, SUITE C — FAX (253) 735-0113 Address 2 ' Erna. cM State Zip Cada PACIFIC WA 98047 web -Sita www.firesystemswest.com g{, ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 01/09/2012 11: 24: 08A M Page 1 ■ Job Number. 1 Report Description: Ordinary Group I Device Actual Flow Wpm) Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler 201 23.19 19.50 5.6 17.15 Sprinkler Sprinkler 202 21.89 19.50 5.6 15.28 204 22.31 19.50 5.6 15.87 Sprinkler 205. 19.71 19.50 5.6 12.39 b Sprinkler 206 19.50 Sprinkler 207 Sprinkler 208 Sprinkler 209 Sprinkler 210 Sprinkler 211 Sprinkler 212 20.30 22.89 20.90 20.62 19.50 24.22 Sprinkler 213 20.03 Sprinkler 217 25.36 Sprinkler 214 I 23.20 Sprinkler 216 21.06 Sprinkler 218 22.38 Sprinkler 219 , 24.92 Sprinkler 220 20.49 Sprinkler 221 21.33 Sprinkler 222 ! 22.38 Sprinkler 223 23.25 Sprinkler 224 25.35 c Most Demanding Sprinkler Data 19.50 5.6 12.13 19.50 5.6 13.14 19.50 5.6 16.70 19.50 5.6 13.93 19.50 5.6 13.55 19.50 5.6 12.13 19.50 5.6 18.70 19.50 5.6 12.79 19.50 5.6 20.50 19.50 5.6 17.16 19.50 5.6 14.14 19.50 5.6 15.97 19.50 5.6 19.80 19.50 5.6 13.39 19.50 5.6 14.50 19.50 5.6 15.97 19.50 5.6 17.24 19.50 5.6 20.49 k ®M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 01/09/2012 11:24:19AM Page 2 • Job Number 1 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 6 10 15 I 16 1-0 10-0 ' P0(20-2) 17 18 11-0 T(5-0) 11-0 T(5-0) 11-0 T(5-0) 11-0 T(5-0) 28.67 24.72 13.74 15.33 15.95 19 10-0 P0(10-0) 21 11-0 E(2 -0L 22 11-0 E(2-0) 24 11-0 E(2-0) 25 11-0 T(5-0) 26 11-0 E(2-0) 27 11-0 E(2-0) 28 11-0 E(2-0) 29 11-0 E(2-0) 30 11-0 E(2-0) 31 i 10-0 P0(8-0) 33 ! 11-0 T(5-0) 34 11-0 T(5-0) 35 11-0 T(5-0) 37 ! 11-0 E(2-0) 38 10-0 E(2-0) 17.24 20.39 16.96 15.02 15.64 12.41 11.75 12.81 16.50 13.63 13.24 23.13 18.72 17.42 14.41 11.76 18.83 41 10-0 P0(5-0) 20.06 39 11-0 E(2-0) 12.45 43 10-0 P0(5-0) 23.10 45 11-0 E(2-0) 20.44 40 11-0 E(2-0) - 16.98 , 42 11-0 E(2-0) 13.85 47 11-0 T(5-0) 14.66 48 11-0 T(5-0) 16.22 49 11-0 T(5-0) 17.96 51 10-0 P0(10-0) 19.95 53 10-0 P0(5-0) 23.08 55 11-0 E(2-0) 19.71 56 11-0 E( -o) 13.06 57 11-0 E(2-0) 14.22 ' 58 11-0 E(2-0) 15.74 59 11-0 E(2-0) 17.06 60- 11-0 E(2-0) 20.43 61 10-0 P0(5-0) 23.08 64 11-0 T(5-0) 15.17 65 11-0 T(5-0) 16.78 66 11-0 T(5-0) 18.17 67 10-0 P0(10-0) 19.90 _ 201 9-0 P( -1 7-l5) 17.15 23.19 202 9-0 Spr(-15.28) 15.28 21.89 204 9-0 Spr(-15.87) 15.87 22.31 205 9-0 Spr(-12.39) 12.39 ! 19.71, 206 9-0 Spr(-12.13) - 12.13 ' 19.50 207 , 9-0 Spr(-13.14) 13.14 20.30 208 ' 9-0 Spd-16.70) 16.70 22.89 209 9-0 Spr(-13.93) 13.93 20.90 210 9-0 Sp13.55) 13.55 20.62 211 9-0 Spr(-12.13) 12.13 19.50 212 9-0 Spr(-18.70) 18.70 24.22 213 9-0 Spr(-12.79) 12.79 20.03 217 9-0 Spr(-20.50) - 20.50 , 25.36 214 9-0 Spr(-17.16) 17.16 23.20 216 9-0 Spr(-14.14) 14.14 21.06 218T 9-0 Spr(-15.97) 1 15.97 22.38 219 9-0 Spr(-19.80) 19.80 24:92 220 9-0 Spr(-13.39) 13.39 20.49 k, M.E.P.CAD, Inc. AutoSPRINKS VR7 v7.1.7 01/09/2012 11:24:22AM Page 3 ■ Job Number. 1 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 221 222 1 223 224 9-0 ! Spr(-14.50) 9-0 Spr(-15.97) 9-0 Spr(-17.24) 9-0 , Spr(-20.49) 14.50 15.97 17.24 20.49 21.33 22.38, 23.25 25.35 g ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 01/09/2012 11:24:22AM Page 4 Job Number. 1 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length 1 Pressure ; Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length .'i Route 1 DR 1.0490 0=19.50 7.24 C=120 0.124177 2-0 Pf 0.50 206 9-0 q=19.50 K=5.6 12.13 Spr(-12.13) 2-0 Pe -0.87 26 11-0 11.75 E(2-0) 4-0 Pv BL 1.0490 0=19.50 7.24 C=120 0.124177 14-0 Pf 1.99 26 11-0 11.75 2-0 Pe 15 11-0 13.74 E(2-0) 16-0 Pv BL 1.3800 0=39.80 8.54 C=120 0.122231 13-0 Pf 1.59 _ 15 11-0 13.74 Pe 16 11-0 15.33 13-0 Pv BL L 1.6100 0=79.02 12.45 C=120 0.205206 Pf 0.61 16 11-0 15.33 _3-0 ! Pe 17 11-0 15.95 3-0 Pv BL 1.6100 0=100.90 15.90 C=120 0.322580 4-0 Pf 1.29 17 11-0 15.95 ' Pe 18 11-0 17.24 4-0 Pv BL 2.0670 Q=123.21 11.78 C=120 0.138251 4-7'h Pf 2.72 18 11-0 17 24 15-0 Pe 0.43 19 10-0 20.39 E(5-0), P0(10-0) 19-7% Pv CM M 3.2600 0=321.54 12.36 C=120 0.088647 19 Pf 4.33 19 10-0 20.39 29-7 Pe 10 10-0 24.72 E(9-5), P0(20-2) 48-10'% Pv FM 7.9810 0=484.75 3.11 C=120 0.002420 9-0 Pf 0.05 10 10-0 24.72 12-0 Pe 3.90 6 1-0 28.67 ALV, BV(12-0) 21-0 Pv UG 8.3900 0=484.75 2.81 C=140 0.001427 191-7 Pf 5.40 6 1-0 28.67 91-7% Pe 2.17 1 -4-0 36.24 3E(30-6%), BFP(-5.00), S 283-2% Pv Route 2 DR 1.0490 Q=19.50 7.24 C=120 0 124234 2-0 Pf 0.50 211 9-0 q=19.50 K=5.6 12.13 Spr(-12.13) 2-0 Pe -0.87 37 11-0 11.76 E(2-0) 4-0 Pv BL 1.0490 0=19.50 7.24 C=120 0 124234 5-3 Pf 0.65 37 11-0 11.76 Pe 25 11-0 12.41 5-3 Pv BL 1.0490 0=39.22 14.56 C=120 0 452315 1-5% Pf 2.92 25 11-0 12.41 5-0 Pe 16 11-0 15.33 T(5-0) 6-5% Pv ri Route 3 DR 1.0490 0=19.71 7.32 C=120 0 126709 2-0 Pf 0.89 205 9-0 q=19.71 K=5.6 12.39 _ Spr(-12.39) 5-0 Pe -0.87 25 11-0 12.41 T(5-0) 7-0 Pv Route 4 DR 1.0490 0=20.03 7.44 C=120 0.130476 2-0 Pf 0.52 213 9-0 q=20.03 K=5.6 12.79 Spr(-12.79) 2-0 Pe -0.87 39 11-0 12.45 E(2-0) 4-0 Pv BL 1.0490 0=20.03 7,44 C=120 0 130476 15-0 Pf 2.22 39 11-0 12.45 2-0 Pe 47 11-0 14.66 E(2-0) 17-0 Pv BL 1.3800 0=41.09 8.81 C=120 0.129653 12-0 Pf 1.56 47 11-0 14.66 I Pe 48 11-0 16.22 12-0 Pv BL 1.3800 0=63.46 13.61 C=120 0.289802 6-0 Pf 1.74 48 11-0 16.22 Pe 49 11-0 17.96 6 Pv BL 2.0670 0=86.66 8.29 C=120 0.072095 6-7% Pf 1.56 49 11-0 17.96 15-0 Pe 0.43 51 10-0 19.95 E(5-0), P0(10-0) 21-7% Pv CM M 3.2600 0=174.10 6.69 C=120 0.028496 3-8% Pf 0.11 51 10-0 19.95 Pe 41 10-0 20.06 3-8% Pv CM 3.2600 0=198.32 7.62 C=120 0.036260 9-0 Pf 0.33 41 10-0 20.06 Pe 19 10-0 20.39 9-0 Pv ei Route 5 DR 1.0490 0=20.30 7.54 C=120 13.14 0.133738 2-d, Pf 0.53 --' 2-0 Pe -0.87 207 9-0 q=20 30 K=5.6 _ Spr(-13.14) 27 11-0 12.81 E(2-0) 4-0, Pv BL 1.0490 0=20.30 7.54 C=120 0.133738 2-0 Pf 0.94 27 11-0 12.81 5-0 Pe 15 11-0 13.74. T(5-0) 1 7-0 Pv .i Route 6 f , ® M.E.P.CAD, Inc. A�AutoSPRINK® VR7 v7.1.7 01/09/2012 11:24:26AM Page 5 Job Number. 1 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor DR 1.0490 0=20.49 7.61 C=120 0.136084 2-0 Pf 0.54 220 9-0 q=20.49 K=5.6 13.39 Spr(-13.39) 2-0 Pe -0.87 56 11-0 13.06 E(2-0) 4-0 Pv BL 1.0490 0=20.49 7.61 C=120 0.136084 13-5% Pf 2.10 56 11-0 13.06 2-0 Pe 64 11-0 15.17 E(2-0) 15-5% Pv BL 1.3800 0=41.82 8.97 C=120 0.133942 12-0 Pf 1.61 64 11-0 15.17 Pe 65 11-0 16.78 12-0 Pv BL 1.6100 0=64.19 10.12 C=120 0.139719 10-0 Pf 1.40 65 11-0 16.78 Pe 66 11-0 18.17 10-0 Pv BL 2.0670 0=87.44 8.36 C=120 0.073309 2-7% Pf 1.29 66 11-0 18.17 15-0 Pe 0.43 67 10-0 19.90 E(5-0), P0(10-0) 17-7%Pv CM 3.2600 0=87.44 3.36 C=120 0.007971 6-9 Pf 0.05 67 10-0 19.90 Pe 51 10-0 19.95 6-9 Pv GP Route 7 DR 1.0490 0=20.62 7.65 C=120 0.137633 2-0 Pf 0.55 210 9-0 q=20.62 K=5.6 13.55 Spr(-13.55) 2-0 Pe -0.87 30 11-0 13.24 E(2-0) 4-0 Pv BL 1.0490 0=20.62 7.65 C=120 0.137633 6-6 Pf 1.17 30 11-0 13.24 2-0 Pe 35 11-0 14.41 E(2-0) 8-6 Pv BL 1.0490 0=41.52 15.41 0=120 0.502562 6-0 Pf 3.02 35 11-0 14.41 Pe 34 11-0 17.42 6-0 Pv BL 1.3800 0=64.40 13.81 0=120 0.297790 4-4'/_I Pf 1.30 34 11-0 17.42 ' Pe 33 11-0 18.72 4-4'A Pv BL 1.6100 0=87.59 13.80 0=120 0.248289 4-0 Pf 3.97 33 11-0 18.72 12-0 Pe 0.43 31 10-0 23.13 E(4-0), P0(8-0) 16-0 Pv CM M _ 3.2600 Q=163.21 6.27 0=120 0.025286 24-0% Pf 1.59 31 10-0 23.13 38-11% Pe 10 10-0 24.72 2E(9-5), P0(20-2) 63-0 Pv Route 8 DR 1.0490 Q=20.90 7.76 C=120 0.141191 2-0 Pf 0.56 209 9-0 q=20.90 K=5.6 13.93 Spr(-13.93) 2-0 Pe -0.87 29 11-0 13.63 E(2-0) 4-0 Pv BL 1.0490 0=20.90 7.76 C=120 0.141191 0-6 Pf 0.78 29 11-0 13 63 5-0 Pe 35 11-0 14.41 T(5-0) 5-6 Pv Gib Route 9 DR 1.0490 0=21.06 7.82 0=120 0.143150 2-0, Pf 0.57 216 42 9-0 11-0 q=21.06 K=5.6 14.14 13.85 Spr(-14.14) E(2-0) 2-0, Pe 4-0 Pv -0.87 BL 1.0490 0=21.06 7.82 0=120 0.143150 0-8% Pf 0.82 42 11-0 13.85 5-0 Pe 47 11-0 14.66 T(5-0) 5-8''4 Pv Route 10 DR 1.0490 0=21.33 7.92 0=120 0.146541 2-0 Pf 0.59 221 9-0 q=21.33 K=5.6 14.50 Spr(-14.50) 2-d, Pe -0.87 57 11-0 14.22 E(2-0) 4-0 Pv BL 1.0490 0=21.33 7.92 C=120 1-5% Pf 0.95 - 57 11-0 14.22 -0.146541 5-0 Pe 64 11-0 15.17 T(5-0) 6-5''/ Pv GO Route 11 DR 1.0490 Q=21.89 8.12 C=120 0.153751 2-0 Pf 0.62 202 9-0 q=21.89 K=5.6 15.28 Spr(-15.28) 2-0 Pe -0.87 22 11-0 15.02 E(2-0) 4-0 Pv BL 1.0490 0=21.89 8.12 0=120 0.153751 1-0 Pf 0.92 22 11-0 15.02 5-0 Pe 17 11-0 15.95 T(5-0) 6-I Pv Route 12 DR 1.0490 0=22.31 8.28 C=120 0.159306 2-d Pf 0.64 204 9-0 q=22.31 K=5.6 15.87 Spr(-15.87) 2-d Pe -0.87 24 11-0 15.64 E(2-0) 4-0 Pv BL 1.0490 Q=22.31 8.28 C=120 0.159306 3-0 Pf 1.59 24 11-0 _ _ 15.64 I 7-0 Pe 18 11-0 17.24 E(2-0), T(5-0) 10-0 Pv GO Route 13 bLA ® M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 01/09/2012 11:24:26AM Page 6 ■ Job Number. 1 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings I Length I Pressure I Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor DR 1.0490 0=22.38 8.31 C=120 0.1601721 2-0 Pf 1.12 218 9-0 q=22.38 K=5.6 15.97 Spr(-15.97)5-0 Pe -0.87 48 11-0 16.22 T(5-0) I 7-0 Pv as Route 14 DR 1.0490 0=22.38 8.31 C=120 0.160180 2-0 Pr 0.64 222 9-0 q=22.38 K=5.6 15.97 Spr(-15.97)2-0 Pe -0.87 58 11-0 15.74 E(2-0) 4-0 Pv BL 1.0490 0=22.38 8.31 C=120 0.160180 1-5'/z Pf 1.03 58 11-0 15.74 5-0 Pe 65 11-0 16.78 T(5-0) 6-51/2 Pv Gil. Route 15 DR 1.0490 0=22.89 8.50 C=120 0.166982 2-0 Pf 0.67 208 9-0 q=22.89 K=5.6 16.70 Spr(-16.70) 2-0 Pe -0.87 28 11-0 16.50 E(2-0) 4-0 Pv BL 1.0490 0=22.89 8.50 C=120 0.166982 0-6 Pf 0.92 28 11-0 16.50 5-0 Pe 34 11-0 17.42 T(5-0) 5-6 Pv ei Route 16 DR 1.0490 0=23.19 8.61 C=120 0.171089 2-0 Pf 0.68 201 9-0 q=23.19 K=5.6 17.15 Spr(-17.15) 2-0 Pe -0.87 21 11-0 16.96 E(2-0) 4-0 Pv BL 1.0490 0=23.19 8.61 C=120 0.171089 5-3 Pf 1.76 21 11-0 16.96 5-0 Pe 33 11-0 18.72 T(5-0) 10-3 Pv Q Route 17 DR 1.0490 0=23.20 8.61 C=120 0.1712022-0 Pf 0.68 214 9-0 q=23.20 K=5.6 17.16 Spr(-17.16) 2-0 Pe -0.87 40 11-0 16.98 E(2-0) 4-0 Pv BL 1.0490 Q=23.20 8.61 C=120 0.171202 0-9 Pf 0.98 40 11-0 16.98 5-0 Pe 49 11-0 17.96 T(5-0) 5-9 Pv GI Route 18 DR 1.0490 0=23.25 8.63 C=120 0.171967 2-0 Pf 0.69 223 9-0 q=23.25 K=5.6 17.24 Spr(-17.24) 2-0 Pe -0.87 59 11-0 17.06 E(2-0) 4-0 Pv BL 1 0490 Q=23.25 8.63 C=120 0.171967 1-51/2 Pf 1.11 59 11-0 17.06 5-0 Pe 66 11-0 18.17 T(5-0) 6-51/2 Pv GIP Route 19 DR 1.0490 0=24.22 8.99 C=120 0.185426 1-0 Pf 0.56 212 9-0 q=24.22 K=5.6 18.70 Spr(-18.70) 2-0 Pe -0.43 38 10-0 18.83 E(2-0) 3-0 Pv BL 1.0490 Q=24.22 8.99 C=120 0.185426 1-71/2 Pf 1.23 38 10-0 18.83 5-0 Pe 41 10-0 20.06 P0(5-0) 6-7'/z Pv -,aai Route 20 DR 1.0490 0=24.92 9.25 C=120 0.195451 2-0 Pf 0.78 219 9-0 q=24.92 K=5.6 19.80 Spr(-19.80) 2-0 Pe -0.87 55 11-0 19.71 E(2-0) 4-0 Pv BL 1.0490 Q=24.92 9.25 C=120 0.195451 8-0 Pf 2.93 55 11-0 19.71 7-0 Pe 0.43 53 10-0 23.08 E(2-0), P0(5-0) 15-0 Pv CM 3.2600 Q=50 26 1.93 C=120 0.0028626-0 Pf 0.02 53 10-0 23.08 Pe 43 10-0 23.10 6-0 Pv CM 3.2600 0=75.62 2.91 C=120 0.006092 4-9 Pf 0.03 43 10-0 23.10 Pe 31 10-0 23.13 4-9 Pv w Route 21 DR 1.0490 Q=25.35 9.41 C=120 0.201710 2-0 Pf 0.81 224 9-0 q=25.35 K=5.6 20.49 Spr(-20.49) 2-0 Pe -0.87 60 11-0 20.43 E(2-0) 4-0, Pv BL 1.0490 Q=25.35 9.41 C=120 0.201710 4-0 Pf 2.22 60 11-0 20.43 7-0 Pe 0.43 61 10-0 23.08 E(2-0), P0(5-0) 11-0 Pv CM 3.2600 0=25.35 0.97 C=120 0.000806 , 2-0 Pf 0.00 1 Pe 61 10-0 23.08 53 10-0 23.08 2-0 Pv lib Route 22 DR 1.0490 0=25.36 9.41 C=120 0.201860 2-0, Pf 0.81 217 9-0 q=25.36 K=5.6 20.50 Spr(-20.50) 2-0 Pe -0.87 45 11-0 20.44 E(2-0) 4-0 Pv ® M.E.P.CAD, Inc. {I�AutoSPRINK® VR7 v7.1.7 01/09/2012 11:24: 26A M Page 7 Job Number. 1 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length BL 45 43 1.0490 11-0 10-0 Q=25.36 9.41 C=120 20.44 23.10 0.201860 E(2-0), P0(5-0) 4-0 Pf 2.22 7-0 Pe 0.43 11-q Pv Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 AO BL CM DN DR DY FM FR MS OR RN SP ST UG Pipe Type Legend Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground FF 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 fig 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 Turn 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 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 Turn 90° Tee Run Union Wrsbo Water Meter Valve Cap k, O M.E.P.CAD, Inc. ,�AutoSPRINK®VR7 v7.1.7 01/09/2012 11: 24:26A M Page 8 Job Number. 1 Report Description: Ordinary Group I Supply at Node 1 150 135 Static Pressure 130.00 120 105 90 N a. w 75 co co N d 60 45 4.75 484.75 -01 734.75 @ 36.24 with hose streams 30 _System 15 demand curve 8800.00 ig 20.00 JO 0-auwuuuiui((((ii(iii(ii((i(iiii(i 111111111 1(1111111 111111111 ((1((1111 ((111(((1 QJ00 1800 2700 3600 4500 5400 6300 7200 8100 9000 Water flow, gpm Nydreuk Graph Supply at Node 1 Static Pressure 130.00 Rani Pressure —_ 8800.00 @ 20.00 /Wadable Pressure Q Time o1 Test 128.89 @ 734.75 System Demand - --- 484.75 @ 36.24 System Demand (loading Nose Abwence) - - — - --- 734.75 @ 36.24 ® M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 01/09/2012 11:24:29AM Page 9 Gimp -mom HANGER LEGEND 8 MI CM MI MI IM • Mil El MI 1111 MI MI III 111 MI MI MI 111 MI 111 MI M MI MB MI IM El 1111 Mil MI 1511 1111 111 MI MI El CM MMDM MI Mil MS BM MI Mil 1111 Office TI Design Basis Occupancy: Total Sprinklers. Number Of Sprinklers Calculated: K -Factor Orifice Size: Design Density: Average Den sty: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Eicv(gpm): PressuretpsI): Water Supply Information At Time Of Design Static Pressure(psi): Residual Preasure(psi): Supply Flw,v(gprn): Total Demand Fow(gpm): Total Demand Pressure(psi): Ordinary Group I 44 22 5,5 0.5 0,15gprifft, 0,31g prniftv 154X1.00ft2 (Actual 1557.60W) 484.75 26 24 130.00 20.00 8800,00 734.75 36,24 SPRINKLER LEGEND I I • • • • • • • I• • U • • I U • • I • • 8 , In la se ix en se 511 MAP Pi in m I GI /7 I H YTh EXISTING r RISER Wi ALARM VA. WAREHOUSE REST R/1 21 0 RECEPTI RM imim =EMI U 1111 =PM= --AMIN OFFICE 11111111•11. , 38 , 1 \ %, A „ 41 4 „ri 1111.01 1:"1:. 61 7224' :3. '4 50, 4 9 I \ 1 " REVISIONS -5 OFfI F tttuN[ol,JT:J2111JEIE.J=.2:Eztumliminuit..., STAIR)---/ Too 4i, to4/1 FIRST FLOOR SPRINKLER PLAN SCALE; VS" = GENERAL NOTES DESIGN CRIIRIA AND NOTES SYMBO TYPE MFG DEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY K DATE BY DESCRIPTION PEND TYCO -B 5.6K 1/2" 155F CHR CHR 7 A APPROVALS REQUIRED: DISTRIBUTION: CITY OF TUKWILA CITY OF TUKWILA OWNER / ARCHITECT OWNER / ARCHITECT TOTAL FIRE SYSTEMS WEST 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY U-61 WHICH ARE END TO END, 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTEC I tI.) BY WET PIPE SPRINKLER SYSTEM, 8, STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE, 1. ALL NEW BRANCHLINE PIPING TO BE SUPER 40 JOINED WI CAST IRON THREADED INGS(UNO). 2_ ALL NEW HANGERS TO BE SAMMY SUPERSCREW (UNO). Without Comment As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire .1-evention Bureau for conformance with current City '..:tandards. Acceptance is subject to errors and .nissions which do not authorize violations of adopted 7ndards and ordinances. The responsibility for the .d1.7.,,,acy of design le.SCS totally wilt the designer. ci.Aons, deletions or revisions to these drawings after date will void this acceptance and will require a -esubmittai of revised drawings for subseq.ient approval. .inal acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. !)ate: I- By: TUKWILA FIRE DEPARTMENT PleaSe, call 206-575-4407 and ,,give this Fire Pm Vii: No. nd exact addre.s.s for shut- lown or restoration approval. PAID .IN 09 pi? TUKWILA FIRE PI PROJECT NAME: 7e. -Z0'2 CONTINENTAL WESTERN CORP 1232 ANDOVER PARK W TUKWILA, WA 98188 CONTRACT WITH el; CONTINENTAL WESTERN CORP 1232 ANDOVER PARK W TUKWILA, WA 98188 Contact: Eric Crump Phone: 206-623-1466 TENANT IMPROVEMENT THIS PROJECT IS A TEN44T IMPROVEMENT, THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. • FIRE SYSTEMS WEST IS ADDING ANWOR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING. LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SYMBOL LEGEND R 0 - DENOTES A SPRINKLER HEAD TO BE RELOCATED. AG . DENOTES A SPRINKLER HEAD TO BE ADDED. - DENOTES EXISTING SPRINKLER HEAD AND HEAD TO NII9 ... BE REMOVED AND PLUGGED S 1 - - - - - REPRESENTS EXISTING SPRINKLER PIPE. - REPRESENTS NEW SPRINKLER PIPE. SCOPE OF WORK ADD/RELOCATE HEADS TO ACCOMMODATE NEW WALLS FOR OFFICE SPACE, EXCLUSIONS 1, OFF HOURS AND TAXES, 2, RELOCATION OF EXISTING PIPING. 3. GVVB CUT AND PATCH, 4. PAINTING OF ANY KIND, 5. WIRING OF ANY KIND, 6. ABATEMENT OF ANY KIND. 7. STRUCTURAL VERIFICATION IF REQUIRED, DESIGN CRITERIA 1. CITY OF TUKWILA. 2. NFPA 13 2010 ED_ WATER FLOW INFO STATIC: 130 PSI RESIDUAL: 20 PSI FLOW: 8,800 GPM DATE: 1125/11 LOCATION: 1163 Andover Park W PER: Tukwila Public Works I j AREA OF WORK KEY PLAN SCALE: NTS trIII11,..4.Cr OFFICE TI FIRE SPRINKLER PLAN Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL A FIRESWI 140a1 Cd.C, FAB BY - DESIGNER DATE Q.C. INSTALL BY: JOB NUMBER SHEEI T DAVIS • 1/5/12 2-12-272441 1 OF 1 — FILE:Contmental ‘Alestern.cad DATE:12/06i11 IIME.15:24:01 — a ammoc30000000-0 01130000000000000000000120000iaa0000al a a 1. a I , 1 1 1% Vi - tr,1! a Il 'IK IT:. 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IIIMANRIMMANNIMANi 'I: • 'I : i'. • $.1 9.1 „ • • " , • ; •, i• • 1 !0,' I 1% 9-1 9-1 • - ' 5-1 e 4.1 , $.1 1 • 343 ." , t3411: 2 1 1 " • 1-9 9-1 „ D-1 • • 9-1 19-T it: • it , • q 2 4-1 211;e1 r • 1". . , /307'1 24) 9.1 9-1 9- -1 • 9-1 Ar7., 4-1 7(37 9-1 t4i -9- 9-1 2,36 V.4• "1 4-$ • 94 • 9-1 9-1 9-1 - iF1 kr474 • , . • . . . . 2 1°9.i .. ' 1'.9 -1"i . ,,....,• _ .! 1 _e_. _ 1_ _ -4 • i,, 1 • T. G \ , '• 'I, q• • , .• . ;,'• ' ''' 5,._i : i-- .T / .. !, • i • , . !-•-,'. :• --e- - - -- - - - -- e -- 2 * 2 e 11; 0 5.1 1.1.1 91 9-1 e 45 4-5 9-1 91 9- 811 371 372 (;37* ; • rm. T -G 32/ 1 / - •r••• I 3 / / ., / i.i. .., / / / I TCHIED AREA NOT : F.,COPE OF WORK REMOTE AREA Desgn Basis Occupncy, Mtn, I .qprinkk,riti Number Of Spin k lers Clcltd K -Factor Ore Sze' Design Onsitio. Average Denit: Area of Applction' Demand a Base Of Riser or Point Of Connection Total Demand Flowtgprny Pessure( ps): Water Supply Information At Time Of Design Static Pressurt(ps: Resklua I PrcssuTt(psfy pply Fiow(gpmy Total Demand Flogpm)-. Total Demand Pressue(psi). Spe, Vkiarehouse 27 16.8 0.75 0.70prnirt, 0 65gpmffe 2500,0DIT1 (Actual 2509 71t1 2121,64 93.73 130.00 20 CO 8800.06 2621.64 107,8,7 ( .M.I,II,....,,,•••gmn•••,,Ir4Ittiatt„;=4,••II1aM,ftirAIMM4,,Q4AlidhatliinntgorAlaeraita*ININIORP.1,444504 jaMPAITIOMIVII0004001110014100%**441111000•01*AMM,MIStIOMBEMPARtIVIMEMEMPIMIMNIVARIMMIOIMMAIIIIIft=inkIMMgdad'ACOOMI,MCCEI-alfrAnOMPIVIIIMONAMICAMWS,MtggalOMPAIRMI=PIRMAIIVIZtalSNONIMMIIIRMtr.000,05,,,00,0,02.00,10,1Ift2MIeth=4•41404Meig, *Me 1411114I.„ .14TMOININIVIilummirmi.iimm4011i,milibiatIlikael-04111-43,,,,,M.....I I '',,,,:idrITIIEWIA=ZIMMTIUMV.Z0•11,1'.1.111-LWITE.IIITMIIIEWIIIIII::11a1M111M.I.::.•1111TIVRI,T,Z;01.1,74•17,1,,,..111,11,21,.,7111111:12:LYIIItt:r.14',,I•III......1.2',,Ith.4.11:111S1011:11.I.: , III „ ;",•'• •••:' , • n.i•ti,": FIRE SPRINKLER PLAN SCALE: ?732u 1 HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIAMD NOTES A U -HOOK L -ROD SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION SUPER SCREW WASHER PLATE ELO SSU TYCO K17-231 17K 3/41' 155F BRZ N/A 238 A CONCRETE INSERT A TOP BEAM CLAMP POWDER DRIVEN STUD A WEDGE ANCHOR A HDI -P TRAPEZE A CEILING FLANGE APPROVALS REQUIRED: DISTRIBUTION: SIDE BEAM BRACKET CITY OF TUKWILA CITY OF TUKWILA 3 SIDEWINDER OWNER / ARCHITECT OWNER / ARCHITECT 1 SHORT CLIP TOTAL 238 FIRE SYSTEMS WEST 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (11-6") WHICH ARE END TO END. &EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW MAIN PIPING TO BE SCH 10 JOINED WITH GROOVED FITTINGS(UNO)_ 2. ALL NEW BRANCHLINE PIPING TO BE SUPER 40 JOINED W/ CAST IRON THREADED FETTINGS(UNO). 3. ALL NEW HANGERS TO BE SATAN SUPERSCREW (UNO). =‘, WOOD PURLIN SI DEWINDER 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD) lir x ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs 1 BRACE PIPE MAXIMUM LOAD 2500 bs. 11/4" BRACE PIPE @ 71-0° MAXIMUM LOAD =3385 lbs. 45 TO 59 DEG. TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING = 2765 lbs. MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 1000 SWAY BRACE 2.54' = 2015 lbs. SWAY BRACE WOOD CONNECTION TYPE -WA `,117? '4;7:7 ;,•,1 t74-•" O Comments o As r,,,kote.o. Red PerT AttE,,ched Letter These plans have teen f..eVeWaCi ID,/ The Tukwila Fire Prevention Bureau f'r;;-- CnfOrMane current City standards. ACCs/;r./- "...i-rOrS and omissions wncf-, Gf adopted standards r,:s.:.-.,-..F•stAiity for the adequacy oi: Adotions, delerjoi-,•3, drawings after this date wili vco will require a resubmittai of soi-.)sequent approval. Final acceptance is subct to field test and inspection by:: The Tukwila Fire Prevention Bureu. Date: / "1- I By: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire pmt No. and exact address For shu- down Or reaoratiOn approv3. PAID DEC 6 2011 TUKWILA F)'4E4- PROJECT NAME TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. FIRE SYSTEMS WEST IS ADDING AND,OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM SYMBOL LEGEND R - DENOTES A SPRINKLER HEAD TO BE RLOCATED. A • - DENOTES A SPRINKLER HEAD TO BE ADDED a) X- DENOTES BUSTING SPRINKLER HEAD AND HEAD TO BE REMOVED AND PLUGGED - --- - REPRESENTS EXISTING SPRINKLER PIPE. - REPRESENTS NEW SPRINKLER PIPE. SCOPE OF WORK UPGRADE EXISTING OVERHEAD SYSTEM TO ACCOMMODATE STORAGE OF GROUP A PLASTICS STORED ON PALLETS IN RACKS UP TO 20 FT WITH MIN 18" CLEARANCE FROM SPRINKLERS ABOVE UPGRADED SYSTEM TO COVER ONLY ABOVE AREA WHERE NEW RACKS ARE SHOWN TO BE INSTALLED PLUS 15 FT. EXCLUSIONS 1. OFF HOURS AND TAXES 2. RELOCATION OF EXISTING PIPING. 3. GWB OUT AND PATCH. 4. PAINTING OF ANY KIND. 5. WIRING OF ANY KIND. 6. ABATEMENT OF ANY KIND. 7. STRUCTURAL VERIFICATION IF REQUIRED. DESIGN CRITERIA 1. CITY OF TUKWILA. 2. NFPA 13 2010 ED. - TABLE 15.2.5a WATER FLOW INFO STATIC: 130 PSI RESIDUAL: 20 PSI FLOW: 8,800 GPM DATE: 1/25111 LOCATION: 1163 Aintovvr Park W PER: Tukwila Public Works ZG720.7, stamps must be h93Pc.t.ed before pipe is t.-Jng. Do not paint piping f-o;dro.DLatic test. .••r, ••••-•A rf 1 1/ r. r z - t • I S ••, , „„ P.II•r-w, 5 r.! VICINITY MAP SCALE: NTS FIRE SPRINKLER PLAN CONTINENTAL WESTERN CORP 1232 ANDOVER PARK W TUKWILA, WA 98188 CONTRACT WITH CONTINENTAL WESTERN CORP 1232 ANDOVER PARK W TUKWILA, WA 98188 Contact: Eric Crump Phone'. 206-623-1466 Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 14031 Q.C. FAB BY: Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET T DAVIS 12/6/11 2-12-272441 1 OF 1 SCOPE OF WORK: Upgrade fire system to an addressable system. Install addressable Fire Alarm Control Panel. Install addressable smoke- plans h7v,:-. rnr., Tukwila Fire •-• • City 7.7 11,177, L. Li 0 V,T.:!-1.?ut Comments Ncci in Red 0 P i'rkzacr-o.,--,,,,j Letter above the new FACP. Connect to sprinkler flow and tamper switches- adopted • • b 3flu for:ne after ••• • ,-..,?ruire a resubrriro.i.:3 approval. installed by others. FIRE ALARM SYMBOL LEGEND FACP MM"°CI FIRELITE MS9050 ADDRESSABLE FIRE ALARM CONTROL PANEL FIRELITE MMF-300 INPUT MONITOR MODULE FIRELITE SD355A ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR SPRINKLER FLOW SWITCH TAMPER SWITCH To Telco Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /-13-i> By: AIV1 5 It Alarm panel is addressable and all devices are on an SLC loop. Each devices functions as it's own End of Line resistor. —MMF-30 To dedicated 120v AC FACP power supply Ground per NEC Standards ,4-1( iu.ihs.‘4.)Jejscvs 4r, L4 t4eq cuiliKscbbil- 413 ef..-6wl 51-44.,-0\ . Tv.sire. it becakcv 114.41-c tto-te 01- d-e4A.44 Mesrc.,:+ 6vrit4er• rg no -t• atitticly at Utri-• kr/ $0)6. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT Please call 205-575-4407 and give this Fire Nfficriit. No. and enct aai::s for shut- Ck4in or r&..-.!.zrzillon approv3I. PAID JAN 11 2012 TUKWILA FIRE -04r7 /,1,1/0 \ilk WASH I N GTONALARM CONTINENTAL -WESTERN 1232 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 WASHINGTON ALARM INC. 1253 S. Jackson Street Seattk, WA. 98144 Job #8455 Drawn by: Mark McIlwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS mm 6Escmmmv 0110612012 PERMIT SET FIRE ALARM FA _ 1 .: ACCEPTED Er Without Comments o As Noted in Red O Per The Attached Letter ^se plans have been reviewed by The Tukwila Fire !ention Bureau for conformance with current City ndards. Acceptance is subject to errors and fissions which do not authorize violations of adopted ;ndards and ordinances. The responsibNhcy for the adequacy of design rests totally with the designer. •;(editions, deletions Cr revisions to mese drawings after his date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is suo3:.-kct to field test and inspection oy The Tukwila Fire Prevention Bureau. gate; iS -I i By: 1 Lb1 E1�uer Pa -1_0 \ °\S1'Li. 0 /.r., e} lwva RT ENT, -4-107 end No. �' •" 7 �r t N anj�i 'i':: '/s ..-, fcr shut- down or R.,:storation approval. A41, tb3S fi , 1 S. ate- its. ega4 ALARM TROUBLE SUPERVISORY AES AES-7707-P-88-ULP COMMUNICATOR In. .n BATTERY FAC P MS -925040 J / 4 1 E❑ 120 VAC (DEDICATED CKT.) BATTERY BATTERY GENERAL NOTES 1. SCOPE OF WORK, INSTALLING AES RADIO TO EXISTING FIRELITE MS -925040 PANEL. 2. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 3. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72, AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 4. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. THE USE OF A RACEWAY IS PERMITTED AS LONG AS NO 110V OR HIGHER VOLTAGE CABLES ARE IN THE SAME RACEWAY, 5. FIRE RATINGS SHALL BE MAINTAINED FOR ALL PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION. 6. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATION AC BRANCH CIRCUIT. THE LOCATION OF THE BRANCH CIRCUIT BREAKER SHALL BE PERMANENTLY IDENTIFIED AT THE CONTROL UNIT AND SHALL HAVE A RED MARKING IN ACCORDANCE WITH NFPA 72. 7. POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER -LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25' AWAY FROM ANY NONPOWER -LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCK OUTS AND/OR SEPARATE CONDUITS. 8. WHEN UTILIZING CLASS 'A' CIRCUITS, SEPARATE OUTGOING AND RETURN CONDUCTORS OF CLASS 'A' CIRCUITS BY A MINIMUM OF 12 WHERE RUN VERTICALLY AND 481' WHERE RUN HORIZONTALLY. 9. WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. 10. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 11. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN-UP IS COMPLETED AND FINAL. 12. LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL DIFFUSERS. WALL -MOUNTED SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4' AND A MAXIMUM OF 12' FROM CEILING. 13. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE ALL REQUIRED SYNC MODULES. PROVIDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL SYNC MODULES. 14. VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES WITH FIRE ALARM CONTRACTOR. 15. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES. AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 16. PROVIDE OFF-SITE MONITORING AS REQUIRED BY THE INTERNATIONAL FIRE CODE, SECTION 907.6.5 AND THE LOCAL AUTHORITY HAVING JURISDICTION. 17. INSTALLING CONTRACTOR SHALL, PHYSICALLY, LABEL ALL INITIATING DEVICES AND NOTIFICATION APPLIANCE CIRCUIT END OF LINE (WHEN WIRING CLASS 'B'). THESE LABELS SHALL BE IN PLACE PRIOR TO START-UP AND TESTING. AES RADI❑ TO BE INSTALLED NEXT TO EXISTING EIRELITE PANEL PAID DEC 232x18 TUKWILA FIRE /'ZOv- 0 0 W 0 O00 03 r ✓ �m z 2� ? En co ca V) QJ o� 0 C5 CONTINENTAL WESTERN CORP 1232 ANDOVER PARK W TUKWILA, WA 98188 AES RADIO INSTALLATION BRAUN TRE1'VEN CHIN .ABB 18742-1 CHECKED NICK ROBINSON NICET fl BATE 12/13/2018 REVISION SCALE N/A FA -01