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HomeMy WebLinkAboutPP - 90 ANDOVER PARK EAST - HOLIDAY INN EXPRESS - PERMITS AND PLANS90 ANDOVER PARK EAST ASSOCIATED PERMITS 61-17 D15-0149 M17-0119 17-F-063 16-S-198 Date: 6/14/17 TUKWILA FIRE DEPARTMENT SMOKE CONTROL PERMIT 61-17 By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Monster Mechanical located at 90 Andover Park East having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted to install a smoke control system per International Fire Code section 909 and City of Tukwila ordinances #2329 and #2330. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Life of the Project- '\',. ..,,,, Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. Smoke control permit.dotx Rev. 12/10/14 TFP #2 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. SITE LOCATION Site Address: ay **PLEASE PRINT** King Co. Assessor's Tax No.: Suite Number: Floor: Tenant Name: Holiday Inn Express & Suites New Tenant?X❑ - Yes ❑ - No Property Owner's Name: Ray Patel Mailing Address: 501 Tukwila Parkway CONTACT PERSON -if there are questions about the submittal. Name: David M Phipps Company Name: Fire Protection Services Inc Mailing Address: 5573 SW Arctic Dr E-mail Address: Phipps@fpsnw.com City Tukwila State WA Zip 98188 Day Telephone: 503 590-3732 BeavertonWA 98188 City State Zip Fax Number: 503628-6214 Contractor's City of Tukwila NICET III number: 108511 Business License number: Total number of new/relocated devices or sprinkler 516 heads: Valuation of Project (contractor's bid price): $ 116,450 Scope of Work (please provide detailed information): Install Low voltage Fire Alarm System in entire building 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 O� AUT RIZ;�,D AGENT: Signature: / David M Phipps Print Name: Plan Permit App.doc 03/02/2017 Date: Day Telephone: 503 314-0600 8/22/14 TFD FP Form 8 _Ow 93 443"44 QRS 4 Cod -1 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 6300 Southcenter Blvd., #209 Tukwila, WA 98188 206-575-4407 Email: FireMarshal@tukwilawa.gov Smoke Control Permit Application Because of the complexity of smoke control systems (including shaft pressurization only systems), it is important that design documents incorporate the conceptual smoke control approach as early as possible during the design process. The smoke control permit must be issued prior to fire department approval of the mechanical permit. You will need to submit the following documentation: 1. Three complete sets of plans. 2. Three sets of the completed smoke control permit checklist, parts 1 and 2. Mechanical Contractor: Monster Mechanical Business Address: 100 W 30th St City: Vancouver State: WA Zip: 98660 Contact Person: Brandon Harding Telephone: 360-609-6241 Email Address: monstermechanicalbhnn,nmail.com Fax: Project Name: _Holiday Inn - Smoke Control Project Address: Andover Park E. Tukwila, WA The permit fee is $150.00. Smoke Control Permit Application.doc Rev. 7/19/16 446itiw44 SITE LOCATION Site Address: CITY OF TUKWILA. FirRE 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** Rik t3Gvy/ King Co. Assessor's Tax No.: Suite Number: Floor: New Tenant? (f - Yes ❑ - No Tenant Name: TSV \' lta Property Owner's Name: ��►� �x pr -e,55 t c1 1-5D L L Mailing Address: 1 10 1 (0 Lo +1--v CONTACT PERSON -if there are questions about the submittal. ��11t'Vl c J2-(vf� Name: City State Zip Day Telephone: 663'(pq)- ?- q Company Name: 41-P ‘51/15-t&eh S - Mailing Address: 1 `�4 3� ‘j t ZAt " c ti V1 DIR e. it �GJ City Zip �� E-mail Address: p1�5 �q-��- p� l 5 ` t (-Th Fax Number: �t)� to"I �-p Contractor's City of Tukwila 305 O 2 i# D NICET III number: Business License number: 600° Total number of new/relocated devices or sprinkler heads: 00° Valuation of Project (contractor's bid price): $ I - i) 5'© " G G� Scope of Work (please provide detailed information): �14A-a �'� p r i f 4-v A R.W covv,,lykA,covi n c ( �� ) 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 AUTHORIZED AGENT: Signature: 1 Print Name:taL(ory Sv...4 Plan Permit App.doc Day Telephone: Date: do I i L 56» lob a- • ci 8/22/14 TFD FP Form 8 FIRE DEPARTMENT FIRE ALARM PLAN REVIEW COMMENTS Project Name: Holiday Inn Express 90 Andover Park East Permit No.: 17-F-063 Date: April 5, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Install a breaker handle clamp on fire alarm control panel and power supplies dedicated circuit breakers. • 2 -hour fire -rated protection of wiring is required for all smoke control system activation components. • Notification circuit wiring to comply with NFPA 72 section 23.10.2 for survivability. • Audible notification devices in the sleeping areas shall be low frequency per NFPA 72. • Install a weather-proof exterior bell/strobe facing the direction of fire department access. • The Carbon monoxide detectors shall report to the annunciator at the front desk and not report to central station. • A smoke detector shall be installed at the top of the elevator shaft and tied to the elevator recall. • All guest room system smoke and heat detectors shall report by room number to the annunciator at the front desk and not report to central station. • The minimum sound level in the guest rooms shall be a minimum of 75 decibels at the pillow and sound upon general alarm and local guest room UL 217 smoke alarm. • Single -and multiple -station smoke alarms complying with UL 217 shall be installed in the guest rooms in accordance with International Building Code sections 907.2.11.1 through 907.2.11.4 and NFPA 72. • The location of the branch disconnecting means shall be permanently identified at the control unit. • System circuit disconnecting means shall be permanently identified as to its purpose with the marking "FIRE ALARM" in red. • All fire alarm control panels shall be fully addressable and report individual address points at central station. • A smoke detector shall be located above all fire alarm control equipment . • Fire Department Knox key boxes shall be provided for access to all fire alarm control panels. • U.L. central station supervision is required for all fire alarm systems. • Remote indicator lights are required on all above ceiling smoke/heat detectors. • Remote alarm annunciator is required at the main entrance if the fire alarm control panel is not visible from the main entrance. • When the fire alarm control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". • The height of the display on fire alarm control panel/annunciator shall be between 60 to 70 inches above finished floor. • Duct detectors shall send a supervisory signal only upon activation. • All fire alarm work requires an electrical permit from the City of Tukwila Building Dept. • Manual Pull Stations shall be located at all exterior exits and shall be placed per NFPA 72. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Holiday Inn Express 90 Andover Park East Permit No.: 16-S-198 Date: September 23, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2' inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • 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. 7 • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Provide a labeled, electrically supervised elevator pit sprinkler control valve no higher than 6 ft. above the floor. • Provide sprinkler protection beneath all stairs per NFPA 13, 8.15.3. • Each floor of a multi -story building shall have sectional control valves and waterflow switches. • Install Knox locking caps on all dry standpipe hose connections and FDC's. • The main drain shall be plumbed to sanitary sewer. • Maintain a 4ft. clearance around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating or wall indicating (PIV,WIV) is required, the height shall be 36 inches above grade. • FDC's and PIV's shall have the building number served by the FDC/PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems to be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • FDC's shall be appropriately labeled per NFPA 13 and NFPA 14. • 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 sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • A flow test will be required at the most remote standpipe hose connection on the roof to confirm the minimum flow of 500 gpm at 100 psi required by NFPA 14 for class 1 automatic wet standpipes. • The double jacketed fire hose is required to be tested and certified prior to installation. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. TUKWILA FIRE MARSHAL'S OFFICE. Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 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 communications. Date Sw4. a''(t l �S n Permit # 11- iv - 062-5 Property Address qp div f A�¢�lC 15-144" Suite # City TUKWILA Zip Code C%' 1'I' Name of Facility /101. 4-7 eicioite.6S Occupied as / /-4.1__ Owner or Representative t vv. C 0. .V Phone # 5o 3 - l' - b 43s Installing Company Q.3" Pp cr-4-toNs'e...c-c j --so C. Installing Contractor's Address 9,7 sU S v> 4.2.61-,c_. A L City a v -e Phone # 603- 6 -c/o- .3-730, Installer's Name (PRINT) bik-) t b %V1 • Pti-ictios License and/or Certificate Nri PP brvn Ott, (e 2-e— General Contractor e. 4. (,v 14- i {-C Electrical Contractor agLv�G�rZ c FACP Equipment Manufacturer 14-12-eA-s%t U7-fs Model # L D P- 2000 This system has been i:stalledxpre-testedAtjoi operates in accordance with the standards listed below and was inspected by / /9-V / 0 /✓1 • , On (date) 11 ((2 1 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions x Manufacturer's Instructions Other (specify) X Tukwila City Ordinance Numbers 2050, 2051 UL Central Station M itor / System is monitored by &Wight c)444-1,011-4 IUON i �OQ- v SIGNED �/ Date 7 7401 System Firmware: Installed version 9 3d Checksum , Date 1 Initial program Scscet> Installation Date Revisions and Reasons Programmed by Mut,6 FVL . AA," V� EQUIPMENT INSTALLED AND TESTED: Control Panel j of / Manual Station L -of LS: - Smoke Smoke Detectors jZof La— Heat Detectors / of J f Duct Detectors of A/V Devices 1 of g7 Audio Devices of Visual Devices ?'t of ?? Auto Door Release i(? of /0 Trouble Indictors a of oZ Batteries Readings Battery 026*—: �v Generator / of J HVAC Controls _ of Fire Alarm Dialer / of / Monitored by Annunciator Make/Model ) 4-iit % > �DP- Zoo° Make/Model b ) - b Make/Model Pb P- 5, o KCf — i be ''1 of 1 c Make/Model iD p- 4-`t' Make/Model Make/Model5-if6u,. Sc.UL 6,05Lw L / 5;0i:rNL Make/Model Make/Model Syst, / SQL Make/Model 4-4i_ 21-1 Zv Make/Model p-7(004.7 / JZA- Z000 Full Load . / Charge 27. 5 Make/Model Make/Model Make/Model VAe— b5C., Llv/o loft Make/Model /Z44- 24.ov0 ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. ix_ of k Make/Model /7 G✓1- Valve Tamper Sw. of Make/Model PQ ¢¢c,2/5yik,,,,. 5,64..4— PIV _ of Make/Model Elec. Alarm Bell J_ of j_ Make/Model 4!', e.GL.lecIL ft, l 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? YesNo Test of alarm System n emerge y power, satisfactory? Yes , No ""� ' Test Witnessed by a0i2/J()it_— # Title 7.us(it G1f Date 7// / Z'/' Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #1 10 PERMIT NO. 17-F-063 Tukwila Fire Department 444 Andover Park East Tukwila, Wa 98188 Phone: 206 575-4404 Fax: 503.823.3925 FIRE ALARM SYSTEM DBA LEVEL PRETEST ADDRESS 90 Andover Park East Tukwila Wa 98188 DATE 7/20/2018 TYPE OF dBA METER Digital ROOM # / LOCATION/ DB LEVEL ROOM # / LOCATION/ DB LEVEL ROOM # / LOCATION/ DB LEVEL 200 I Olh 305 `t O c(j 410 SIO b 201 1R r 306 b 412 TY( 1O5 202 g to, ri-b 307 $3 otb 414 8'Z. di, 203 gs( Cib 308 T" at rib 416 qO rib 204 ' 1 of b 309 R 1 418 FS CUD 205 a' 1 d to 310 h 420 �b 206 10'1 c(b 312 b 422 711 , 207 Tr (Q nlh 314 g 5 db 424 b 208 13'0 316 71 x(17 426 Vo o(,b 209 xcl. o(,() 318 ciD b 427 12. oth 210 8'O o(b 320 C(p dh 428 9a otb 212 7,1 ,(t, 322 RD d b 429 a( J) 214 Tri edlo 324 SIC d6 430 $-3 p(le) 216 -� db 326 TY Ah 500 $�` j 0t 218 q0 Gib 327 "'W. Ai, 501 q 006 220 8-6, d h 328 `V o f of t7 502 "1 dk 222 (g 51 b 329 c1C ply 503 FS ()lb 224 c--1 t 4 b 330 c- 0 b 504 'j? f)t b 226 icr, o(b 400 IC 5 d l0 505 d b 227 cGtckln 401 'std b 506 ll b 228 Q 8 db 402 'ti d b 507 7 -(01 6 229 Y - ci 403 ¶(O nl h 508 '{ (o e b 230 oth 404 7.1 dh 509 { 7 oU 300 i1 dip 405 ' 2. €kb 510 �(b 301 c6L- 406 0110 512 302 4(a d b 407 Sr o(i, 514 t0 303 g' CS okb 408 96 Gib 516 g'L{ d ti 304 h 409 %'Lf ( b 518 O!b PF&R #300.91D - Rev. 03/08 JM Fire Alarm System dBA Level Pretest Page 1 of 2 ROOM # / LOCATION/ DB LEVEL 520 x3 cab 522 90 c b 524 gy otb 526 i2 d h 527 Tri d h 528 1.0 db 529 ti 3 04. b 530 C(o otb PF&R #300.91D - Rev. 03/08 JM Fire Alarm System dBA Level Pretest Page 2 of 2 \ �1 CORRIEUTION NOTICE/REINSPECT1N FEE Inspector: Fvi. Permit number: yrs o/4y TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal@tukwilawa.gov Business Name:�� � 4 /N� � Type of Inspection: 61 Ii -e -- 1?_(5-5-r4. tvws'r 86– 4/16..,frw2--et 1-419c-- 7"44pe c5,u ti ---(.4 il P�.q-. — ,q -b° Ek-�-t o�rz sr6,..�rrt-a, a� if Location Address: 90 L p Date : W7.1 d A-bDo stitiAbo‘k7 iyDpr�s 7O eAr 1-nc6/Z 1ji� Contact Person : l ti"_. Phone No.: (� c,cd 3 g g 1 0‘.3 9 ACTION REQUIRED -, Apo e-7-e'r_tme 1/4w v,rt-tiC ra Serl-„d 1?_(5-5-r4. tvws'r 86– 4/16..,frw2--et 1-419c-- 7"44pe c5,u ti ---(.4 il P�.q-. — ,q -b° Ek-�-t o�rz sr6,..�rrt-a, a� if �t s�,✓�C.G� /Lr s�2 607.J7(2.41 oftz.t,E__ A-bDo stitiAbo‘k7 iyDpr�s 7O eAr 1-nc6/Z 1ji� CORRECTION OF FAILURE TO COM Signature: E ABOVE ITEMS QUIRED BY : IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Billing/M Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER f INSPECTION RECORD -- Retain a copy with permit /9— - 063 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / t�� iql VContact Type of Inspection: i7N `" F I— Address: Suite #: G _ Person: l I/v.__ Special Instructions: Phone No.: Pre -Fire: X Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: yet> /irp, 4-2 Fire Alarm: f/4 k-iisl o}'c-- 470,tr^0 6o)2 ZrZdnl s /4 r t In$ . # Pre -Fire: Permits: cz2 - 4 30-1_SCc}e, S n h eon ko1 77:641-.'-- 4 7),741111 12.....1 A f✓ 4090 67 6 7? P'/ y. /9(1435 CA -OP ami 776riJ 'ons) ett- . .-,nom. V) ete_/,, Needs Shift Inspection: Sprinklers: yet> /irp, 4-2 Fire Alarm: Hood & Duct. Monitor: Spirt 1`° Pre -Fire: Permits: cz2 - 4 30-1_SCc}e, Occupancy Type: Of__. 12.....1 tf- w Inspector: < /irp, 4-2 Date: g -ii 1 d Hrs.: 3 $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 3/14/14 T.F.D. Form F.P. 113 Inspector: ,# 53 CORRECTION NOTICE/REINSPECTION FEE Permit number: fS 01 tt TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal na tukwilawa. ov Business Name: G / /,, Type of Inspection: �/ ,... � 44rei u�� Location Address:A9. ' Date : /i Contact Person : t`',...._ af /Vet' Phone No.: 523 0 I 0 6J ? ACTION REQUIRED : j —d d `.f 4V0 /may x fa Ai' */ --- Rilic.,) 720.,',,ecivt,"" j'u cr ,c y /) J%*1( /1' /LtA"A,M li i/Cirr- U / / i0 I (II CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : afro /i� FAILURE TO 1 MPLY a _ SUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billin % ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 /0 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I L{Q PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:le. % rl Type of Inspections• tAiL Address: Suite #: 0 , �D�� Contact Per son: / Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. 740-61Z— 1-10-144(S /iv si_e-eitri &27/1,7-g-ey /1,147 ,t3cs Anc-7 GG A-Sciv.e / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � s"3 Date: 6//// 5 Hrs.: 4/ 0 $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER 'INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ n rQ(ID t67kfge..s fns Type of Inspection: Address: ,?0 Suite #:4er F-7* -ififfLeti #t - sh1(%ed tV ire i Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 'QS Hrs.: 3 Fire Alarm: VAS F-7* -ififfLeti #t - sh1(%ed tV ire i w__k____4.____zeL46,0 t_ Pre -Fire: Te3-- �. --s / s 0 L s . 7 ers/�,,.. - NerOrD r --D rzct r - K smi 7 cvvg- PEIErr" S le.0 iAI PaU 1 1 ,eelat,el... f1/Arh Ake/64 //At - f*I rzeoirratevt. b -e r/- Ft, tiAd ivuMg nor /t41., , l raue.. AA o n Soak Vett/mica.AID S� 1-6 ifit.e.it. Needs Shift Inspection: ,jee do Sprinklers: 'QS Hrs.: 3 Fire Alarm: VAS Hood & Duct: 0 Monitor: GevtivAA 51(4460 Pre -Fire: Permits: Occupancy Type: ledie (� �. 1 f Inspector: dc -k Date: ¶7-z'/ I Hrs.: 3 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD..,., Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: H I al( dkci Type of Inspection:..5egt,tI `L� Address: c0 Suite #: ` Contact Person: �or-►-S (..:-.-s-( w'— Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 4.'/°?�/'a 5pf,vIek "/ - iwr ----.8 Sprinklers: `(E" j r- / ES el ---67-0 Zj /.v /rift cfes-( e / 24 1-(4- '-- -`7 -5 7-- O L -L- p9 -2-41°6--7r2-5 FLo y✓$ oe\J wes -, r I F< Ilt S 14 / L- �Loo-as Hood & Duct: — #C.IL� D P 5/ .i i -c ON t— / 612-1 7-)0-i•sD 5 7"7-7-0--) FAL t 5,/4 e L 66,-D,/ `%p --e L_ A% -z-:---1) ??) Gt& Se -,-L ciG Permits: Needs Shift Inspection: Date: 4.'/°?�/'a Hrs.:3 Sprinklers: `(E" j Fire Alarm: '/5 Hood & Duct: Monitor: Gg'1'2/42-- 5 7"7-7-0--) Pre -Fire: Permits: Occupancy Type: Inspector: cl.- Date: 4.'/°?�/'a Hrs.:3 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 tgES INSPECTION NUMBER INSPECTION RECORD /�-1f -6 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: . 0I(ca7--R-y, Sprinklers: y I ? (i-ifi yi� ���d - Type of Inspection: / Address: / Suite #: 4fe. Contact Person: r �..4 w, - AVE 6 Special Instructions: Phone No.: eA, 4'7, J Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: y I ? Fire Alarm: yi� Hood & Duct: Monitor: Pre -Fire: AVE 6 tJ1 t J L- T7IC. eA, 4'7, J v/ fe(22%) p 6-e "t f- s f 5(-- .4Z/$12 -"^-- - P(2.6 Needs Shift Inspection: Sprinklers: y I ? Fire Alarm: yi� Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �-j1,1 c71— Date: 4-1_11 K 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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ProjectW / d i_ / ( Type of Inspection: Ceriew- „r— I '' PZ— Address: �� Suite #: ' 1 Contact Person: Special Instructions: /S /-1 STM - c.,;- .8 iZOfi/S t OFn)1 Tv /rig r+ SSS c Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: (IstipP) t61,,J t9tOriz— O fr.__ Hood & Duct: Monitor: 6 Tv c e` V 6 ' A— / —OcPre- - 19 --DD arg--4-z-i"16-7 - .e-nel v6 6,,,,, r,sfrea.,,,i- e(e, 6 .ems^p, p.e of /0 4-- haitApie.fs (.7-‘ -ADD i.Q .R,1�f1. 44/974 - s 5 T l //vG F( /✓V tc---ii2 e-yvT&� (JJ 77 L %i e W t2. /S /-1 STM - c.,;- .8 iZOfi/S t OFn)1 Tv /rig r+ SSS c S erVe-b. D'g,) vPPET- P2ocrL-5. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A Inspector: `")'41— Date: 04,4-uy 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 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/% �4eFrell /o( Type of Inspection: 07? -0 /C1,- Address:Contact Suite #: 90 4ipb-- . Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Off -71-z) Cvv,av- /dOL /44t4 OA/ (ul Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectoir' /71 � Date: //IV/ i 8 Hrs.: /• 0 $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 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD -- Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �% / /14-7 �`l t ' yr'�S Type of Inspection: G�"Jl��,d- Address: Suite #: Monitor: Contact Person: Permits: v Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �—' /5-r- �1 i �t�va- - , roorn t ----- U 71 C (L/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector Mia3 Date: /Vil/ 7 Hrs.: /. 5 $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 RMIT NUMBERS Project: c -OT AI 4 /1/ eIRVI(Zed_S Type f Inspection: Address:/�� Suite #: 5O "leg— l0 Monitor: Con act Person: Special Instructions: Special Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: d Z -- P,fc‹s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector�Z�sf 3 Date: yriyfii Hrs.: Z. Q $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 4l,A-1/ 4A 4iVeer Type of Inspection: //yr- re9-- Address:Contact Suite #: 96 6' Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Aloe- 7r V‘joss VA/- fits' 0010`.Thve ihiezA doexjF frYz01 ,‘, sem, .7Aie/ta Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / 1 Inspector: freg Date: ff/3// 7 Hr 2'j t,s $100.00 REINSPECTION FEE REQUIRED. You will receive an nVoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Pro /I �p f1v/Q aS Type of Inspection: eir( Fire Alarm: Address: I Suite #: 9� 4_„v -0 , -Pk - Contact P son: /;.,7 j Special Instructions: /1, f S pip, k 2-- 1 -a --fro #0 1/ 6— S P. • /Al At -r1-2- e-- rvi V -57 --- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( re, &47.,k, f,P d/.s /51—r4-,.06111-- 1 i lc( t,4- &-z6--) Fire Alarm: S pE7z Fp 3 Pidvi or," .Srle Fell- r7a-6,- t 4-tJZ-/c c 4 pv-r -47 - I/ .3yK s. Pre.-- .59g -4/444 -en.. pt p — ole pFie N -L -2'2,” lcls Hood & Duct: ) /1, f S pip, k 2-- 1 -a --fro #0 1/ 6— S P. • /Al At -r1-2- e-- rvi V -57 --- T - SO— &. 7Zs /'Ian e-7- Wz$ o't= c -i rSt/ / -2-i!' DfF ,DeA -1-c-¶ ZE-C-g,,J F[ 6 W2-6- D(2474 61 "1-6- !,J s771 -L,2 -w&5 et -p_ c_4N)-Acco-S p c- /1 02-0 0 m E -77M. V12-/ rt fv6,7 1,A/-7.-0 S nrkt p 3 eP Zwiz-y 5p,4,./kc, 1 -10? -0s rn' B eip a s Ry S. S77 -f' 70 4,-,, b I✓& -72-- Uas 2-. 3, ¢ f- s /v&ED Myop- zA- Needs Shift Inspection: ( re, Sprinklers: k E.‘› k1((,a-rte- Fire Alarm: ` - "' t3 Hood & Duct: ) Monitor: T - Pre -Fire: /v fb 5 lip c»rr Permits: Occupancy Type: (z — j Inspector: f74,1 5-4, /53 Date:4 -h_v_____ Hrs.: '7 $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project; Sprinklers: Type of I spectio . Address:�� Suite #: �p (a,^ v� Contact Person: Special Instructions: Occupancy Type: Phone No.: 1A. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: g ovlj i. Pre -Fire: Permits: Occupancy Type: $ ,,,, 145,5 z2-7 Q to - 91.1-;r1A 41 raw -b ZIP- @ 10 42 c ., r1., 14 55 Sra goDc' S z 14 Q Co zCt fcirTAA (k55 A kki c. Z<< p (U Z_8 c t r isL, (4 5•5 3 (N4 c'2r0c .- R 9 lv 28 •„•;'tik., 123c 55 {-,vittlct5ec' -cam Covr-trowc vt* 'tpt s/ --• Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a V151 Date: 4 (4ft3 Hrs.: 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 3/14/14 T.F.D. Form F.P. 113 • I' r Wiuuer YKIJeR values: - -- - _--'- .-. -..... ,,... -_ .-.._,^ -..�,. -_••ems ,.- ..,--.q,f_ _�..Y._,_ . cttSII,I?N . "I' Project Name:ITukwilaHoliday Inn • � Standby iiours:I 24 I' KN IC; I 1 • - Project ID:12810 I Alarm Mins:l Prepared Br:1R. Thom ' • 1 Derating Factor. 1.2 5820XL•EVS Calculations .. Date:17/15/2016 �• ,.. Voltage Drop Warning Version 10.24.14 Threshold.% •I 1 15 Panel ID: 5820XL-EVS MOde_I: $810)FL,EVS Add Fire;Alarm Contrgi MaxCurrent: 3.0 Amps Location:1st Floor Electrical Closet ,NAC Vojts : 24:VDC " Max Panel Current: 6.0 Amps • Ckt:# Circuit Name Curretlt Draw WiratAW'C' •: OthmS Pe • Langth(ft)' Actual _ Volts © _Alarm, &TypA- 100. • One -Way, Ohms EOL _Prop Standir/0Ft. 5820XL-EVS ' 5820XL-EVS CTRL Panel I 1: 0.275 •0.440 - SK Photo, Photo -T, Photo -R •..0.000 0.000 i . SK • i Ion - - 0.000 0.000 1 SK Heat, Heat -HT 92 0.028 0.028 SK Heat ROR ., 0.000 0.000 - SK Beam, Beam -T - - ,• 0.000 0.000 SK Duct i 0.000 0.000 - SK Acclimate - 0:000 0.000 V SK Fire -CO . 36 0.011 0.259 SK Control ,! 0.000 0.000 - • SK ' ' Control -6 0.000 0.000 _. SK Monitor, Minimon 1 0.000 0.000 1 - SK Monitor -2 ' ' 9 -? 0.007 0.007 - . - SK - , Monitor -10 ; 0.000 0.000 . SK 1 Pull -SA, Pull -DA i 3 0.001 0.001• SK Relay 6 - 0.002 - 0.002 SK . Relay -6 - • 0.000 0.000, SK - j Zone - . 0.000: 0.000 y SK " ' Zone -6 r 0.000 0.000 - 1 SK ' Relay -Mon -2 " 0.000 0.000 SK , Isolator Module ' "1 0.000 • 0.000 -' 8224BI - i Isolator Base _ 0.000 - 0.000 1 B200SR - Sounder Base ( 0.000• ' 0.000 B200S .. • Sounder Base 0.000 0.000- _ B200SR-LF. . Low Freq Sounder Base 96 0.029 0.029 B200S-LF Low Freq Sounder Base 0.000 0.000 - B224RB Relay Base -5- ' 0.003 0.003 • RTS151 Magnetic Remote Test 0.000 - 0:000 • RTS151 KEY I Key Activated Test - 0.000 _ 0.000 ' RA100Z ' Remote LED 1 0.000 0.000 { 1 5815XL SLC Loop Expander ' 0.000 - 0.000 5860 LCD Remote Annunc ' "- : 0.000 .0.000 5824 Serial/Parallel Module ' 0.000 • 0.000 5496' Power Expander 1 0:000 0.000 1 5895XL Power Expander , 0.000 0.000 1 5865-4 LED Annunciator (4G) ! -1. 0.035 0.145 5865-3. LED Annunciator (3G) 1 • .0.000 0.000' o 5880 LED Driver Module _ 0.000 0.000 ' 5883 1 Relay Module j 0.000 0.000 EVSSVCM Voice Control Module . 1 - 0.000 0.000 EVSSW24 Switch Expander 1 0.000 0.000 • EVS-AMP i 50W, 100W, or 125W . j 4 0.040 ' 0.040 • I EVS-RVM Remote Voice Module ' r 0.000 0.00,0 . EV -100W -BU . Backup Amp Card _ : 0.000 .0.000 _ PGM -'I/0 #1, 'Notification Appl Circuit . 0.000 1.230 #14 Solid I 2.52 250 1.26, 18:85 , 7.60% PGM -I/O #2 ., Notification Appl Circuit ' .0:000 1.118 #14 Solid r 200 r ; i • 1;9.2=7 1.1 5.52% PG•M-1/0 #3 Notification Appl Circuit : -0.000 0.176 #14 Solid _2:52 .2.52.- 50 _1..61. 0.29 20.36 0.22% ,PGM -I/O -#4 'Notification Appl Circuit 0.000 0.000 #14 Solid 1 2.52 , _ 1 0.00 20.40 l 0.00% ,PGM -I/O #5. Notification Appl Circuit 0.000 0.000 #14 Solid Z.SZ 1. 0.60. ' 20.40 PGM -i/0 #6 • Notification App1_Circuit, _ , 0.000 0.000 #12 Solid _. 9.,59 '__.0:00 20.40- 1 0.0.0°l0_ 0.00% Iotal.Standby Current,(Amps). 0.429 • • _ .0.004 +LTotal:Alarm .Current (Arhps) 1 _ . ; Standby Tirne In Hours ' 24 0,083 Alarm Time lid. Minutes! 6p (5 Mins). Total Standby AH Required _10.299. 0.000. 'Rota{ Alarm AH,$equ{red _ Total Combined AH Required , 10.3.0 Command Multiply By The. Derafinq Factor _I Shortcuts 1.20 , Minimum Battery,AmpBours Required .-.. ( _12.35-� I Configure Circuits l 1 Print Paoe -Global Project Values: LENT NT Project Name: Tukwila Holiday Inn Standby Hours: 24 tSI KN I C I I.1, Project ID: 2810 Alarm Mins: 5 Prepared By: R. Thom Derating Factor. 1.2 58204KL-EVS Calculations Date: 7/15/2016 Voltage Drop Warning Version 10.24.14 Threshold `y0: 15 Panel ID: 5820XL-EVS I Model: 5820XL-EVS Add. Fire Alarm Control Max NAC Current: 3.0 Amps Location: 11st Floor Electrical Closet ll Volts: 24 VDC Max Panel Current 6.0 Amps Ckt.# Circuit Name qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ "/oDrop Standby Alarm & Type 1000 Ft. One-Way Ohms EOL 5820XL-EVS 5820XL-EVS CTRL Panel 1 1 0.275 0.440 i i j 1 I I i j SK Photo, Photo-T, Photo-R 1 0.000 0.000 SK Ion 1 0.000 0.000 SK Heat, Heat-HT 1 92 0.028 0.028 SK Heat ROR0.000 0.000 SK Beam, Beam-T0.000 0.000 SK Duct 0.000 0.000 SK Acclimate 0.000 0.000 SK Fire-CO ; 36 0.011 0.259 SK Control 0.000 0.000 SK Control-6 0.000 0.000 SK Monitor, Minimon 0.000 . 0.000 SK Monitor-2 9 0.007 0.007 SK Monitor-10 0.000 0.000 SK Pull-SA, Pull-DA 3 0.001 0.001 SK Relay 6 0.002 0.002 SK Relay-6 0.000 0.000 SK Zone 0.000 0.000 SK Zone-6 0.000 0.000 SK Relay-Mon-2 0.000 0.000 SK . Isolator Module 0.000 0.000 B224B1 Isolator Base 0.000 0.000 B200SR Sounder Base 0.000 0.000 B200S Sounder Base 0.000 0.000 B200SR-LF Low Freq Sounder Base 96 0.029 0.029 B200S-LF Low Freq Sounder Base 0.000 0.000 B224RB Relay Base 5 0.003 0.003 RTS151 ' Magnetic Remote Test 0.000 0.000 RTS151KEY Key Activated Test 0.000 0.000 RA100Z Remote LED 0.000 0.000 5815XL SLC Loop Expander 0.000 0.000 5860 LCD Remote Annunc 0.000 0.000 5824 Serial/Parallel Module 0.000 0.000 5496 Power Expander 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 1 0.035 0.145 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 EVS-VCM Voice Control Module 0.000 0.000 EVS-SW24 Switch Expander 0.000 0.000 EVS-AMP 50W, 100W, or 125W . 4 0.040 0.040 EVS-RVM Remote Voice Module 0.000 0.000 EVS-100W BU Backup Amp Card 0.000 0.000 PGM-I/O #1 Notification Appl Circuit 0.000 1.230 #14 Solid 2.52 250 ' 1.26 18.85 7.60% PGM-I/O #2 Notification Appl Circuit 0.000 1.118 #14 Solid 2.52 200 1.01 19.27 5.52% PGM-I/O #3 Notification Appl Circuit 0.000 0.176 #14 Solid 2.52 50 0,25 20.36 0.22% PGM-I/O #4 Notification Appl Circuit 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% PGM-I/O #5 Notification Appl Circuit 0.000 0.000 #14 Solid 2.52 ' 0.00 20.40 0.00% PGM-I/O #6 Notification Appl Circuit 0.000 0.000 #12 Solid . 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.429 0.004 'Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 10.299 0.000 Total Alarm AH Required Total Combined AH Recuired 10.30 Command Shortcuts Multiply By The Derating Factor 1.20 Configure Circuits Print Page Minimum Battery AmpHours Required 12.36 Project Values. —Global SII LENT Project Name: Holiday Express & Suites Standby Hours: 24 KNIGHT Project ID: 2910 Alarm Mins: 5 Prepared By: David M Phipps Derating Factor. 1.2 5496 Power Expander Calculations Date: 7/15/2016 Voltage Drop Waming Version 02"2.4.09 Threshold %: 10 • Panel ID: 5496-FLOOR 2 Model: 5496 Power Expander _ Max NAC Current: 3.0 Amps Location: [FLOOR 2 Volts: 24 VDC Max Panel Current: 6.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ Part.# Description Standby Alarm & Type 1000 Ft. One-Way Ohms EOL %Drop 5496 5496 Pwr Module 1 1 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 135 1.08 18.77 7.97% NAC #2 Notification Appl Circuit 0.000 1.202 #16 Solid 4.016 122 0.98 19.22 5.77% NAC #3 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 110 0.88 19.07 6.50% NAC #4 Notification Appl Circuit 0.000 . 0.000 #14 Solid 3.14 0.00 20.40 . 0.00% Total Standby Current (Amps) 0.040 4.362 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined AH Required 1.32 Command Shortcuts Multiply By The Derating Factor 1.20 ( Configure Circuits l c Print. Page Minimum Battery AmpHours Required 1.59 S 11.1•. V' 1' KNIGHT' Project Information Circuit Configuration Project Name: Holiday Express & Suites Prepared By: David M Phipps Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 2 Use; Notification Appl Circuit 1 v Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 2 Unused 0.000 0.000 0.000 0.000 1 Unused 0.000 0.000 0.000 0.000 0 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 2 Use: Notification Appl Circuit I • Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (75cd) . 0.000 0.158 0.000 0.948 2 System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe.(15cd) 0.000 0.066 0.000 0.066 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals _ 0.000 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 2 Notification App! Circuit f w Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0.000 L 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Configure Circuits Print Page —Global Project Values. SI LENT Project Name:1Tukwila Holiday Inn Standby Hours: 24 1 KNIGHT Project ID: 2910 Alarm Mins: 5 j Prepared By: R. Thom : Derating Factor.[ 1.2 5499 Power Expander Calculations Date: 7/15/2016 Voltage Drop Waming Version 02.18.09 Threshold % : 10 • Panel ID: 5499 -FLOOR 2 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: 2nd Floor Electrical Closet Volts: . 24 VDC Max Panel Current: 9.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ o Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL �oDrop 5499 5499 Pwr Module 1 .0.075 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 3.14 200 1.26 18.38 9.90% NAC #2 5499 Circuit 2 0.000 • 1.810 ' #14 Solid 3.14 170 1.07 18.47 9.47% NAC #3 5499 Circuit 3 : 0.000 1.608 #14 Solid 3.14 150 0.94 18.89 7.43% NAC #4 5499 Circuit 4 0.000 1.340 #14 Solid 3.14 120 0.75 19.39 4.95% Aux 5499 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 6.571 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required Total Combined AH Required 2.35 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits Print Page -- Project Information Project Name: Tukwila Holiday Inn y Prepared By: R. Thom Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Panel ID: 5499 -FLOOR 2 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608. Ckt. Number: NAC #2 Panel ID: 5499 -FLOOR 2 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066. 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.810 Ckt. Number: NAC #3 Panel ID: 5499 -FLOOR 2 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (.15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) : • • 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 .Totals 0.000 1.608 Ckt. Number: NAC #4 Panel ID: 5499 -FLOOR 2 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor. Strobe (15cd) 0.000 0.066 0.000 0.330 5 System Sensor Strobe (110cd) 0.000. 0.202 0.000 1.010 0 0.000 0.000 0.000 0.000 o 0.000 . 0.000 0.000 0.000 .0.000 0.000 Totals 0.000 1.340 —Global Project Values: SILENT I' Project Name: Holiday Express & Suites Standby Hours: 24 K N I G I I T 10 Project ID: 2910 Alarm Mins: 5 Prepared By:IDavid M Phipps 1 Derating Factor: 1.2 5496 Power Expander Calculations Date: 7/15/2016 Voltage Drop Warning Version 02 24.09 Threshold %. 10 Panel ID: 15496 -FLOOR 3 Model: 5496 Power Expander Max NAC Current: 3.0 Amps Location: FLOOR 3 Volts: 24 VDC Max Panel Current: 6.0 Amps Part.# Description QtyCurrent Draw Wire AWG Ohms Per Length(ft) Actual Volts @ "�oDrop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5496 5496 Pwr Module 1 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 160 1.29 18.47 9.45% NAC #2 Notification Appl Circuit 0.000 1.202 #16 Solid 4.016 180 1.45 18.66 8.52% NAC #3 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 150 1.20 18.59 8.86% NAC #4 Notification Appl Circuit 0.000 0.000 #14 Solid 3.14 0.00 20.40 0.00% Total Standby Current (Amps) 0.040 4.362 [Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined AH Required 1.32 Command Shortcuts Multiply By The Derating Factor 1.20 Configure Circuits Print Page Minimum Battery AmpHours Required 1.59 SILENT KNi(:1 i Circuit Configuration. Project Information . Project Name: Holiday Express & Suites Prepared By: David M Phipps Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 3 Use Notification Appl Circuit f Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder. Base 0.000 0.125 0.000 1.500 0.948 Unused 0.000 0.000 0.000 0.000 0.188 Unused 0.000 0.000 0.000 0.000 0.066 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 3 Use: Notification Appl Circuit • Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (75cd) 0.000 0.158 0.000 0.948 2 System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.066 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 3 Notification Appl Circuit Iv Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Configure Circuits Print Page Global Project Values:. SI L,EN"I' Project Name: Tukwila Holiday Inn Standby Hours: 24 J KNIGI IT .. Project ID: 2910 . AlarmMins:I 5 1 Prepared By: R. Thom J Derating Factor. 1.2 5499 Power Expander Calculations . Date: : 7/15/2016 Voltage Drop Warning Version 02.18.09 Threshold % . 10 Panel ID: 5499 -FLOOR 3 , Model: 5499 Power Expander : Max NAC Current: 3.0 Amps Location: , 3rd Floor Electrical Closet Volts: ' 24 VDC Max Panel Current: 9.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ ° Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL �0Drop 5499 5499 Pwr Module 1 0.075 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 2.52 180 0.91 18.94 7.15% NAC #2 5499 Circuit 2 0.000 1.810 #14 Solid 2.52 200 1.01 18.58 8.94% NAC #3 5499 Circuit 3 0.000 1.608 #14 Solid 2.52 250 1.26 18.37 9.93% NAC #4 5499 Circuit 4 0.000 . 1.340 #14 Solid 2.52 250 1.26 18.71 8.28% Aux 5499 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 • 6.571 Total Alarm Current Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required Total Combined AH Required 2.35 • Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits Print Page Project Information Project Name: Tukwila Holiday Inn Prepared By: R. Thom Project ID:. 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Panel ID: 5499 -FLOOR 3 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 . 1.608. Ckt. Number: NAC #2 Panel ID: 5499 -FLOOR 3 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.810 Ckt. Number: NAC #3 Panel ID: 5499 -FLOOR 3 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby , Alarm Standby Alarm 6 . System Sensor Strobe (.15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0,000 0.000 0.000 Totals 0.000 1.608 Ckt. Number: NAC #4 Panel ID: 5499 -FLOOR 3 • Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor. Strobe (.15cd) 0.000 0.066 0.000 0.330 5 System Sensor Strobe (110cd) 0.000 0.202 0.000 1:010 0 . • 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.00 0.000 0.000 Totals 0.000 1.340 —Gbbal Project Values: S II ,EN'r Project Name: Holiday Express & Suites Standby Hours: 24 KN I C I I T Project ID:12910 1 Alarm Mins: 5 Prepared By: David M Phipps Derating Factor. 1.2 5496 Power Expander Calculations . Date: 7/15/2016 , Voltage Drop Warning Version 02.24.09 Threshold %: 10 Panel ID: 5496 -FLOOR 4 I Model: 5496 Power Expander Max NAC Current: 3.0 Amps Location: FLOOR 4 1 Volts: 24 VDC ' Max Panel Current: 6.0 Amps Part.# Description • Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5496 5496 Pwr Module 1 / 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 135 1.08 18.77 7.97% NAC #2 Notification Appl Circuit 0.000 1.202 #16 Solid 4.016 122 0.98 19.22 5.77% NAC #3 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 110 0.88 19.07 6.50% NAC #4 Notification Appl Circuit 0.000 0.000 #14 Solid 3.14 0.00 20.40 0.00% Total Standby Current (Amps) 0.040 4.362 Total Alarm Current Amps) Standby Time In Hours' 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined AH Required/ 1:32 Command Shortcuts Multiply By The Derating Facto 1.20, Configure Circuits r Print Page Minimum Battery AmpHours Required 1.59 Project Information .--- Project Name: Holiday Express & Suites Prepared By David M Phipps, Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 4 Use: Notification Appl Circuit V Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12. SK -LF Low Freq. Sounder Base .. 0.000 0.125 0.000 1.500 System Sensor Strobe (30cd) Unused 0.000 0.000 0.000 0.000 System Sensor Strobe:(15cd) Unused 0.000 0.000 0.000 0.000 0 Unused ... ' 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Ckt. Number: NAC #2 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 4 _ Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (75cd) 0.000 0.158 0.000 0.948 2 : . System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe:(15cd) 0.000 0.066 0.000 0.066 0 0.000 , 0.000 0.000 0.000 0.000 0.000 Totals 0.000. 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 4 Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq: Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals . 0.000 � . 1.500 —Global Project Values. SI1 EN"I'I Project Name: Tukwila Holiday Inn Standby Hoursa 24 KN IG I IT Project ID: 2910 Alarm Mins:I 5 I Prepared By: R. Thom Derating Factor. 1.2 5499 Power Expander Calculations . Date: 7/15/2016 Voltage Drop Waming Version 02.18.09 j Threshold%. 10 Panel ID: 5499 -FLOOR 4 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: 4th Floor Electrical Closet 1 Volts: 24 VDC Max Panel Current: 9.0 Amps • Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ 0 Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL /0Drop 5499 5499 Pwr Module 1 0.075 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 2.52 180 0.91 18.94 7.15% NAC #2 5499 Circuit 2 0.000 1.810 #14 Solid 2.52 200 1.01 18.58 8.94% NAC #3 5499 Circuit 3 0.000 1.608 #14 Solid 2.52 250 1.26 18.37 9.93% NAC #4 5499 Circuit 4 0.000 1.340 #14 Solid 2.52 250 1.26 18.71 8.28% Aux 5499 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 6.571 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required Total Combined AH Required 2.35 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made.. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits Print Page Project Information Project Name: Tukwila Holiday Inn Prepared By: R: Thom Project ID: 2910 Date:7/15/2016 Ckt. Number: NAC #1 Panel ID: 5499 -FLOOR 4 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 : System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 System Sensor Strobe (110cd) • 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000.. 1.608. Ckt. Number: NAC #2 Panel ID: 5499 -FLOOR 4 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 System Sensor Strobe (110cd) • 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 " 1.810 Ckt. Number: NAC #3 Ckt. Name: 5499 Circuit 3 Panel ID: 5499 -FLOOR 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 :. System Sensor.Strobe (.15cd) 0.330 . 0.000 0.066 0.000 0.396 6 1.010 System Sensor Strobe (110cd) • ' : 0.000 0.202 0.000 1.212 0 0.000 0 0.000 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 .:Totals : 0.000 . '1.608 Ckt. Number: NAC #4 Panel ID: 5499 -FLOOR 4 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 . System Sensor Strobe (15cd) 0.000 0.066 0.000 0.330 5 : System Sensor Strobe (110cd) 0.000 0.202 0.000 1.010 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.340 Global Project Values: 14 SILENT Project Name:iHoliday Express & Suites J Standby Hours: 24 KNIGHT Project 1D: 2910 Alarm Mins: 5 Prepared By:JDavid M Phipps Derating Factor. 1.2 5496 Power Expander CalcLlations• ,. ' Date: 7/15/2016 Voltage Drop Waming Version 02 24.09 Threshold %. 10 Panel ID: 5496 -FLOOR 5 Model: 5496 Power Expander Max NAC Current: 3.0 Amps Location: FLOOR 5 Volts: 24 VDC Max Panel Current: 6.0 Amps Part.# Description Qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5496 5496 Pwr Module 1 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 135 1.08 18.77 7.97% NAC #2 Notification Appl Circuit 0.000 .1.202 #16 Solid 4.016 122 0.98 19.22 5.77% NAC #3 Notification Appl Circuit . 0.000 1.500 #16 Solid 4.016 110 0.88 19.07 6.50% NAC #4 Notification Appl Circuit 0.000 0.000 #14 Solid 3.14 0.00 20.40 0.00% Total Standby Current (Amps) 0.040 4.362 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined AH Required 1.32 Command Shortcuts Multiply By The Derating Factor 1.20 ( \ Configure Circuits � Print Page Minimum Battery AmpHous Required 1.59 Project Information - 'v Project Name: Holiday Express & Suites Prepared By: David M Phipps . Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 5 Use: Notification App1 Circuit k V Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 • . SK -LF Low•Freq. Sounder. Base 0.000 0.125 0.000 1.500 0.000 Unused 0.000 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 Unused ... 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000. 1.500 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 5 User Notification Appl Orcuit `• Qty Device Current Draw Standby Each Current Draw Total Alarm Standby Alarm 6 System Sensor Strobe (75cd) 0.000 0.158 0.000 0.948 2 : System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.066 0,000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Totals . 0.000. 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 5 Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0,000 0.000 0.000 0.000 0.000 Totals ::0.000 • . 1.500 .. Global Project Values. SI LEN' E Project Name: Tukwila Holiday Inn Standby Hours:I 24 KN ICI IT Project ID: 2910. Alarm Mins:) 5 I Prepared By:IR. Thom Derating Factor. 1.2 5499 Power Expander Calculations Date: 7/15/2016 Voltage Drop Waming Version 02.18.09 Threshold % . 10 Panel ID: 5499 -FLOOR 5 Model: 5499 PowerExpander Max NAC Current: 3.0 Amps Location: 5th Floor Electrical Closet Volts: 24 VDC Max Panel Current: 9.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ ° Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL /ODrop 5499 5499 Pwr Module 1 0.075 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 2.52 180 0.91 18.94 7.15% NAC #2 5499 Circuit 2 0.000 1.810 #1.4 Solid 2.52 200 1.01 18.58 8.94% NAC #3 5499 Circuit 3 0.000 .1.608 #14 Solid 2.52 250 1.26 18.37 9.93% NAC #4 5499 Circuit 4 0.000 1.340 #14 Solid 2.52 250 1.26 18.71 8.28% Aux 5499 Aux Power Out 0.000 0.000 . #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 6.571 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required . . Total Combined AH Required 2.35 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits Print Page Project Information Project Name: Tukwila Holiday Inn Prepared By: R: Thom Project ID:. 2910 Date:: 7/15/2016 Ckt. Number: NAC #1 Panel ID: 5499 -FLOOR 5 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number: NAC #2 Panel ID: 5499 -FLOOR 5 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6- System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000. 1.810 Ckt. Number. NAC #3 Panel ID: 5499 -FLOOR 5 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) ...... 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 o.000 0.000 0.000 0.000 0.000 0.000 Totals : 0.000 . 1.608 Ckt. Number: NAC #4 Panel ID: 5499 -FLOOR 5 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each ' Current Draw Total Standby Alarm Standby Alarm 5 . System Sensor Strobe (15cd) 0.000 0.066 0.000 0.330 5 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.010 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.340 Panel ID: Location: EVS-50W Calculations EVS-50W 2nd Floor obal ProjeCC Values: Project Name: Project ID: Prepared By: Date: Tukwila Holiday Inn 2910 R: Thom 7/15/2016 Standby Hours: Alarm Mins: Derating 24 15 1.2 Model: EVS-50W Audio Amplifier Ckt.# Circuit Name Qty' Current Draw Standby Alarm EVS-50W EVS-50W EVS-CE4 Watts EVS-50W Amplifier 25 Volts* 0.000 0.000 EVS-50W Amplifier 70.7V Volts* 1 0.100 0.580 4 Zone Expander 1 0.020 0.180 Enter Number of Watts 50 0.000 2.250 Total Standby Current (AMPS) Standby Time In Hours Total Standby AH Required Total Combined AH Required Multiply By The Derating Factor 0.120 3.010 24 0.250 p 2.880 1 0.753 3.63 1.20 Minimum Battery AmpHours Required 4.36 Panel ID: Location: EVS-50W Calculations EVS-50W 3rd Floor —G oba oject Values. Project Name: Project ID: Prepared By: Date: Tukwila Holiday Inn 2910 R. Thom 7/15/2016 Standby Hours: Alarm Mins: Derating 24 15 1.2 Model: EVS-50W Audio Amplifier Ckt.# EVS-50W EVS-50W EVS-CE4 Watts Circuit Name Current Draw Qty Standby Alarm EVS-50W Amplifier 25 Vblts` 0.000 0.000 EVS-50W Amplifier 70.7V Volts" 1 0.100 0.580 4 Zone Expander 1 0.020 0.180 Enter Number of Watts 50 0.000 2.250 Total Standby Current (AMPS) Standby Time In Hours Total Standby AH Required Total Combined AH Required Multiply By The Derating Factor 0.120 3.010 24 0.250 0 2.880 0.753 3.63 1.20 Minimum BatteryAmpHours Required 4.36 SILENT • El KN I G I 1T Panel ID: Location: EVS-50W Calculations EVS-50W 4th Floor — Global Project Values: Project Name: Project ID:12910 Tukwila Holiday Inn Prepared By: Date: R. Thom 715/2016 Standby Hours: Alarm Mins: Derating 24 15 1.2 Model: EVS-50W Audio Amplifier Ckt.# EVS-50W EVS-50W EVS-CE4 Watts Circuit Name EVS-50W Amplifier 25 Volts* Current Draw Qty Standby_ Alarm 0.000 0.000 EVS-50W Amplifier 70.7V Volts* 1 0.100 0.580 4 Zone Expander 1 0.020 0.180 Enter Number of Watts 50 0.000 2.250. Total Standby Current (AMPS) Standby Time In Hours Total Standby AH Required Tota Combined AH Required Multiply By The Derating Factor 0.120 3.010 24 10.250 p 2.880 0.753 3.63 1.20 Minimum Battery AmpHours Required 4.36 SILENT KNIGHT Panel ID: Location: EVS-50W Calculaticns EVS-50W 5th Floor —Global Project Values. Project Name: Project ID: Prepared By: Date: Tukwila Holiday Inn 2910 R. Thom 7/15/2016 Standby Hours: Alarm Mins: Derating 24 15 1.2 Model: EVS-50W Audio Amplifier Ckt.# Circuit Name Qty Current Draw Standby Alarm EVS-50W EVS-50W EVS-CE4 Watts EVS-50W Amplifier 25 Volts* 0.000 0.000 EVS-50W Amplifier 70.7V Volts* 1 0.100 0.580 4 Zone Expander 1 0.020 0.180 Enter Number of Watts 50 0.000 2.250 Total Standby Current (AMPS) Standby Time In Hours Total Standby AH Required Total Combined AH Required 0.120 3.010 24 I 0.250 p 2.880 0.753 3.63 Multiply By The Derating Factor 1.20 Minimum BatteryAmpHours Required 4.36 CZA SILENT KNIGHT by Honeywell Onte00i[xnight® Model 5820X .-tVS Addressable Fire Alarm Control Panel with Emergency Voice System The IntelliKnight System is the easy way to make the most of fire alarm technolo • .. IntelliKnight 5820XL-EVS offers an Emergency Voice System integrated with the fire alarm functions of the control panel. The 5820XL-EVS offers built-in digital communication, distributed intelligent power, a modular design and an expanded, easy to use interface. Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the 5820XL-EVS system, or to locate your nearest source, please call 800-328-0103. Description 5820XL-EVS is an intelligent addressable fire alarm control panel combined with an Emergency Voice System (EVS). When the EVS features are enabled, they are integrated with the fire alarm and voice evacuation functions of the control panel. The 5820XL-EVS panel and accessories provide features to meet the requirements for Mass Notification Systems as described in UL 2572. The basic 5820XL-EVS system can be expanded by adding modules such as 5860 remote annunciator, 5815XL signalling line circuit expander, 5824 serial/parallel printer interface module (for printing system reports), and 5895XL intelligent power module. 5820XL-EVS supports SD or SK devices. Features • Built in support for 99 SK detectors and 99 SK modules, expandable to 396 SK detectors and 396 SK modules using System Sensor protocol • Built-in support for 127 SD devices, expandable to 508 SD devices using the SD protocol • Support of up to four EVS-50W, EVS-100W or EVS-125W amplifiers for a maximum of 500 watts • Each amplifier has four built-in speaker circuits expandable to eight • 15 Recordable one minute messages that can be mapped to eight EVS buttons • Can select EVS message as priority over fire • Support of up to four EVS-RCU's. The EVS-RCU meets the requirements for a LOC • Six FlexputT"" I/O circuits • Central station reporting by point or by zone • Built-in synchronization for appliances from AMSECO®, Gentex®, Faraday, System Sensor, and Wheelock® • Supports Class B (Style 4) and Class A (Style 6) configu- ration for SLC, SBUS, and Flexput circuits • 13 pre-programmed output cadences (including ANSI -3.41) and 4 programmable outputs • Built-in annunciator with 80 -character LCD display • RS -485 bus provides communication to system accessories • UL listed for Continuous or ANSI 520Hz speaker tones that meet NFPA 72 Low Frequency Signal Requirements for Sleeping Areas when used with the EVS-INT5OW or EVS- 100W amplifiers and compatible speakers. Model 5820XL-EVS • Programmable date setting for Daylight Saving Time • Two built-in Form C programmable relays rated at 2.5 amps at 27.4 VDC • 6 amp power supply and maximum charging capacity of 35 amp hours (An additional cabinet enclosure is required for batteries in excess of 18 amp hours) • Improvements in SKSS software deliver five times faster uploads/downloads • 16 built-in speaker group switches expandable to 32 • Built-in RS -232 and USB interface for programming via PC Compatibility The 5820XL-EVS is compatible with the following EVS components: • EVS-50W - 50 watt amplifier • EVS-125W - 125 watt amplifier • EVS-100W - 50/100 watt amplifier • EVS-100WBU - External backup amplifier • EVS-INT5OW - 50 watt internal amplifier • EVS-SW24 - 24 switch expander • EVS-VCM - Voice control module • EVS-RCU - Supervised remote control unit P/N 351562 Rev G © 2016 Honeywell International Inc. -Global Project Values: SILENT Project Name: Tukwila Holiday Inn Standby Hours: 24 KNIGHT 16 Project ID: 2810 Alarm Mins: 5 Prepared By:LR. Thom Derating Factor. 1.2 5820XL-EVS Calculations Date: 7/27/2017 Voltage Drop Warning Version 10.24.14 Threshold %: _ 15 f Panel ID: 5820XL-EVS Model: 5820XL-EVS Add. Fire Alarm Control Max NAC Current: 3.0 Amps Location: 11 st Floor Electrical Closet I Volts: 24 VDC Max Panel Current 6.0 Amps Ckt.# Circuit Name QtyCurrent Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One-Way Ohms EOL : 5820XL-EVS 5820XL-EVS CTRL Panel 1 0.275 0.440 ' ; ! i ! , SK . Photo, Photo-T, Photo-R 145 0.044 0.044 SK Ion 0.000 0.000 SK Heat, Heat-HT 97 0.029 0.029 SK Heat ROR 0.000 0.000 SK Beam, Beam-T 0.000 0.000 SK Duct 0.000 0.000 SK Acclimate ! 0.000 0.000 SK Fire-CO . 36 0.011 0.259 SK Control 0.000 0.000 SK Control-6 0.000 0.000 SK Monitor, Minimon 1 0.000 0.000 SK Monitor-2 1 9 0.007 0.007 SK Monitor-10 0.000 0.000 SK Pull-SA, Pull-DA ; 13 0.005 0.005 SK Relay 9 0.002 0.002 SK Relay-6 . 0.000 0.000 SK Zone 0.000 0.000 SK Zone-6 0.000 0.000 SK Relay-Mon-2 0.000 0.000 SK Isolator Module 0.000 0.000 B224B1 Isolator Base 0.000 0.000 B200SR Sounder Base 0.000 0.000 B200S Sounder Base 1 0.000 0.000 B200SR-LF Low Freq Sounder Base 96 0.029 0.029 B200S-LF Low Freq Sounder Base 1 0.000 0.000 B224RB Relay Base i 5 0.003 0.003 RTS151 Magnetic Remote Test 0.000 0.000 RTS151KEY Key Activated Test i 0.000 0.000 RA100Z Remote LED 0.000 0.000 5815XL SLC Loop Expander 0.000 0.000 5860 LCD Remote Annunc 0.000 0.000 5824 Serial/Parallel Module 0.000 0.000 5496 Power Expander 0.000 0.000 5895XL Power Expander - 0.000 0.000 5865-4 LED Annunciator (4G) 1 0.035 0.145 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 EVS-VCM Voice Control Module 0.000 0.000 EVS-SW24 Switch Expander 0.000 0.000 EVS-AMP 50W, 100W, or 125W 4 0.040 0.040 EVS-RVM Remote Voice Module 0.000 0.000 EVS-100WBU Backup Amp Card 0.000 0.000 PGM-I/O #1 Notification Appl Circuit 0.000 1.542 #14 Solid I 2.52 250 1.26 18.46 9.52% PGM-I/O #2 Notification Appl Circuit 0.000 1.118 #14 Solid 2.52 200 1.01 19.27 5.52% PGM-I/O #3 Notification Appl Circuit 0.000 0.176 #14 Solid 2.52 50 ' 0.25 20.36 0.22% PGM-I/O #4 Notification Appl Circuit 0.000 0.000 #14 Solid i 2.52 i 0.00 20.40 0.00% PGM-I/O #5 Notification Appl Circuit 0.000 0.000 #14 Solid 2.52 . 0.00 20.40 0.00% PGM-I/0 #6 Notification Appl Circuit 0.000 0.000 #12 Solid 1 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.479 0.004 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 11.487 0.000 Total Alarm AH Required Total Combined AH Required 11 49 Command Shortcuts - Multiply By The Derating Factor 1.20 r Configure Circuits r , Print Page Minimum BatteryAmpHours Required 13.78 - Project Information Project Name: Tukwila Holiday Inn Prepared By: R. Thom Circuit Configuration Project ID: 2810 Date: Ckt. Number: PGM -I/O #1 Ckt. Name: Notification Appl Circuit Panel ID: 5820XL-EVS I/O Uset Notification Appl CircuitT' Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 7 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.462 6 Gentex GES24 Strobe (75cd) 0.000 0.180 0.000 1.080 0.790 Unused 0.000 0.000 0.000 0.000 0.130 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.542 Ckt. Number: PGM -I/O #2 Ckt. Name: Notification Appl Circuit Panel ID: 5820XL-EVS I/O Use: Notification Appl Circuit j V Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.198 5 System Sensor S/SC Strobe (75cd) 0.000 0.158 0.000 0.790 1 Gentex GCS24 Strobe (30cd) 0.000 0.130 0.000 0.130 Unused Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.118 Ckt. Number: PGM -I/O #3 Panel ID: Ckt. Name: Notification Appl Circuit I/O Use: 5820XL-EVS Notification Appl Circuit 1 v Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.176 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.176 —Global ProjectValues: S I I,LN"1' Project Name: Holiday Express & Suites Standby Hours: 24 KNICII'1 Project ID: 2910 - - - Alarm Mins:( 5 1 Prepared By:IDavid M Phipps_ - - - - -- _� Derating•Factor: 1.2 5496 Power Expander Calculations Date: 7/15/2016 Voltage Drop Warning Version 02 2.4.09 Threshold%: 10 Panel ID: 5496-FLOOR 2 Model: 5496 Power Expander Max NAC Current: 3.0 Amps Location: FLOOR 2 Volts: 24 VDC Max Panel Current: 6.0 Amps Part.# Description Current Draw Wire AWG Ohms Per Length(ft) Actual Vofts @ %Drop Standby Alarm & Type 1000 Ft. One-Way Ohms EOL 5496 5496 Pwr Module 1 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 135 1.08 18.77 7.97% NAC #2 Notification Appl Circuit 0.000 1.202 #16 Solid 4.016 122 0.98 19.22 5.77% NAC #3 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 110 0.88 19.07 6.50% NAC #4 Notification Appl Circuit 0.000 0.000 #14 Solid 3.14 0.00 20.40 0.00% Total Standby Current (Amps) 0.040 4.362 !Total Alarm Current Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined AH Required 1.32 Command Shortcuts Multiply By The Derating Factor - 1.20 N Minimum BatteryAmpHours Required 1.59 Configure Circuits Print Page tilI.I..N I' 1•.\1(:11'1' Circuit Configuration - Project Information Project Name: Holiday Express & Suites Prepared By: David M Phipps Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 2 UseI Notification Appl Circult Iv Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0.948 Unused 0.000 0.000 0.000 0.000 0.188 Unused 0.000 0.000 0.000 0.000 0.066 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 2 Use: Notification Appl Circuit iv Qty Device Current Draw Each Current Draw Total Standby ' Alarm Standby Alarm 6 System Sensor Strobe (75cd) 0.000 0.158 0.000 0.948 2 System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.066 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 2 Notification Appi Circuit ! V I Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 —Global Project Values. - 44 SI I,EN'1 Project Name: Tukwila Holiday Inn Standby Hours:I 24 KNIGII"h Project ID: 2910 Alarm Mins: 5 - _ J Prepared By: R. Thom Derating Factor: 1.2 5499 Power Expander Calculations Date: 7/15/2016 Voltage Drop Waming Version 02.18.09 Threshold % :t L 10 - - Panel ID: 5499 -FLOOR 2 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: 2nd Floor Electrical Closet Volts: 24 VDC Max Panel Current: 9.0 Amps Ckt # Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ '/oDrop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5499 5499 Pwr Module I 1 0.075 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 3.14 200 1.26 18.38 9.90% NAC #2 5499 Circuit 2 0.000 1.810 #14 Solid 3.14 170 1.07 18.47 9.47% NAC #3 5499 Circuit 3 0.000 1.608 #14 Solid 3.14 150 0.94 18.89 7.43% NAC #4 5499 Circuit 4 0.000 1.340 #14 Solid 3.14 120 0.75 19.39 4.95% Aux 5499 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.0.0% Total Standby Current (Amps) 0.075 6.571 Total Alarm Current Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required Total Combined AH Required 2.35 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits I✓ Print Page Project Information Circuit Configuration. Project Name: Tukwila Holiday Inn Prepared By: R. Thom Project ID: 2910 Date: 7/15/2016 Ckt. Number. NAC #1 Panel ID: 5499 -FLOOR 2 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number: NAC #2 Panel ID: 5499 -FLOOR 2 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.810 Ckt. Number NAC #3 Panel ID: 5499 -FLOOR 2 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number. NAC #4 Panel ID: 5499 -FLOOR 2 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.330 5 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.010 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.340 — Global Project Values: 14 S 1L,1',NT Project Name: Holiday Express & Suites Standby Hours: 24 KNIGIIT Project ID:I2910 Alarm Mins: 5 1 Prepared By: David M Phipps Derating Factor: 1.2 5496 Power Expander Calculations Date: 7/15/2016 Voltage Drop Warning Version 02 2.4.09 threshold %: 10 Panel ID: 5496 -FLOOR 3 Model: 5496 Power Expander Max NAC Current: 3.0 Amps Location: (FLOOR 3 Volts: 24 VDC Max Panel Current: 6.0 Amps Part.# Description qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standb; Alarm & Type 1000 Ft. One -Way Ohms EOL 5496 5496 Pwr Module 1 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 160 1.29 18.47 9.45% NAC #2 Notification Appl Circuit 0.000 1.202 #16 Solid 4.016 180 1.45 18.66 8.52% NAC #3 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 150 1.20 18.59 8.86% NAC #4 Notification Appl Circuit 0.000 0.000 #14 Solid 3.14 0.00 20.40 0.00% Total Standby Current (Amps) 0.040 4.362 '.Total Alarm Current Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined AH Required 1.32 Command Shortcuts Multiply By The Derating Factor 1.20 r Configure Circuits . Print Page Minimum Battery AmpHours Required 1.59 Project Information - Project Name: Holiday Express & Suites Prepared By: David M Phipps Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 3 Use! Notification Appl Circuit I • Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0.948 Unused 0.000 0.000 0.000 0.000 0.188 Unused 0.000 0.000 0.000 0.000 0.066 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 3 Use: Notification Appl Circuit sLLI Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (75cd) 0.000 0.158 0.000 0.948 2 System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.066 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 3 Notification App! Circuit ! V Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 —Global Project Values: Project Name:rTukwila Holiday Inn Standby Hours: 24 1 itSILEN"1 K N I G I IT Project ID: 2910 Alarm Mins: 5 Prepared By: R. Thom Derating Factor: 1.2 5499 Power Expander Calculations Date: 7/15/2016 Voltage Drop Warning Version 02 18.09 Threshold %• : 10 Panel ID: [5499 -FLOOR 3 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: 3rd Floor Electrical Closet Volts: 24 VDC Max Panel Current: 9.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ ° Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL oDrop 5499 5499 Pwr Module 1 0.075 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 2.52 180 0.91 18.94 7.15% NAC #2 5499 Circuit 2 0.000 1.810 #14 Solid 2.52 200 1.01 18.58 8.94% NAC #3 5499 Circuit 3 0.000 1.608 #14 Solid 2.52 250 1.26 18.37 9.93% NAC #4 5499 Circuit 4 0.000 1.340 #14 Solid 2.52 250 1.26 18.71 8.28% Aux 5499 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 6.571 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required Total Combined AH Required 2.35 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and.stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits Print Page SIi.E\'r KNIGHT Circuit Configuration Project Information Project Name: Tukwila Holiday Inn Prepared By: R. Thom Project ID: 2910 Date: 7/15/2016 Ckt. Number. NAC #1 Panel ID: 5499 -FLOOR 3 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number NAC #2 Panel ID: 5499 -FLOOR 3 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.810 Ckt. Number. NAC #3 Panel ID: 5499 -FLOOR 3 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number: NAC #4 Panel ID: 5499 -FLOOR 3 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.330 5 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.010 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.340 —Global Project Values: Project Name: Holiday Express & Suites Standby Hours: 24 itSILENT s K N I C I IT Project 1D: 2910 Alarm Mins: MOM Prepared By: David M Phipps Derating Factor: 1.2 5496 Power Expander Calculations Date: 7/15/2016 Voltage Drop Warning Version 02.24.09 Threshold %: 10 Panel ID: 5496 -FLOOR 4 Model: 5496 Power Expander Max NAC Current: 3.0 Amps Location: FLOOR 4 Volts: 24 VDC Max Panel Current: 6.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ Part.# Description Standby Alarm & Type 1000 Ft. One -Way Ohms EOL %Drop 5496 5496 Pwr Module 1 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 ' 135 1.08 18.77 7.97% NAC #2 Notification Appl Circuit 0.000 1.202 #16 Solid 4.016 122 0.98 19.22 5.77% NAC #3 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 110 0.88 19.07 • 6.50% NAC #4 Notification Appl Circuit 0.000 0.000 #14 Solid 3.14 0.00 20.40 0.00% Total Standby Current (Amps) 0.040 4.362 Total Alarm Current Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined All Required 1.32 Command Shortcuts Multiply By The Derating Factor 1.20 Configure Circuits . Print Page Minimum Battery AmpHours Required 1.59 'a►5 SILENT kxicirr Circuit Configuration Project Information - Project Name: Holiday Express & Suites Prepared By: David M Phipps Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 4 Use` Notification Appl Circuit 1 V Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0.000 Unused 0.000 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 4 Use: Notification Appl Circuit! 12 Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (75cd) 0.000 0.158 0.000 0.948 2 System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.066 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 4 Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 -- — — — — — Global Project Values. SILENT Project Name: Tukwila Holiday Inn Standby Hours:,] - 24 KN I C IUI' Project ID: 2910 Alarm Mins: 5 Prepared By: R. Thom Derating Factor. 1.2 5499 Power Expander Calculations Date: 7/15/2016 Voltage Drop Waming Version 02-18.09 j Threshold %: 10 Panel ID: 5499 -FLOOR 4 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: 4th Floor Electrical Closet Volts: 24 VDC Max Panel Current: 9.0 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5499 5499 Pwr Module 1 0.07.5 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 2.52 180 0.91 18.94 7.15% NAC #2 5499 Circuit 2 0.000 1.810 #14 Solid 2.52 200 1.01 18.58 8.94% NAC #3 5499 Circuit 3 0.000 1.608 #14 Solid 2.52 250 1.26 18.37 9.93% NAC #4 5499 Circuit 4 0.000 1.340 #14 Solid 2.52 250 1.26 18.71 8.28% Aux 5499 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 6.571 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required Total Combined AH Required 2.35 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits Print Page Circuit Configuration Project Information Project Name: Tukwila Holiday Inn Prepared By: R. Thom Project ID: 2910 Date: 7/15/2016 Ckt. Number. NAC #1 Panel ID: 5499 -FLOOR 4 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 • 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number: NAC #2 Panel ID: 5499 -FLOOR 4 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.810 Ckt. Number. NAC #3 Panel ID: 5499 -FLOOR 4 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number. NAC #4 Panel ID: 5499 -FLOOR 4 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.330 5 System Sensor Strobe (110cd) ' 0.000 0.202 0.000 1.010 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.340 —G obal Project Values. SILENT Project Name: Holiday Express & Suites Standby Hours: 24 NKNIGHT Project ID: 2910 Alarm Mins: 5_ Prepared By: David M Phipps Derating Factor: 1.2 5496 Power Expander Calculations Date: 7/15/2016 - Voltage Drop Warning Version 02 24.09 Threshold %: 10' Panel ID: 5496 -FLOOR 5 Model: 5496 Power Expander Max NAC Current: 3.0 Amps Location: FLOOR 5 Volts: 24 VDC Max Panel Current: 6.0 Amps Part.# Description Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5496 5496 Pwr Module 1 0.040 0.160 NAC #1 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 135 1.08 18.77 7.97% NAC #2 Notification Appl Circuit 0.000 1.202 #16 Solid 4.016 122 0.98 19.22 5.77% NAC #3 Notification Appl Circuit 0.000 1.500 #16 Solid 4.016 110 0.88 19.07 6.50% NAC #4 Notification Appl Circuit 0.000 0.000 #14 Solid 3.14 0.00 20.40 0.00% Total Standby Current (Amps) 0.040 4.362 Total Alarm Current Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 0.960 0.364 Total Alarm AH Required Total Combined AH Required 1.32 Command Shortcuts Multiply By The Derating Factor 1.20 Configure Circuits Print Page Minimum BatteryAmpHours Required 1.59 SILKY!' KNIGHT Circuit Configuration. Project Information Project Name: Holiday Express & Suites Prepared By: David M Phipps Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 5 Use Notification Appl Grcuit • Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 2 Unused 0.000 0.000 0.000 0.000 1 Unused 0.000 0.000 0.000 0.000 0 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: 5496 -FLOOR 5 Use: Notification Appl Circuit U Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (75cd) 0.000 0.158 0.000 0.948 2 System Sensor Strobe (30cd) 0.000 0.094 0.000 0.188 1 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.066 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.202 Ckt. Number: NAC #3 Panel ID: Ckt. Name: Notification Appl Circuit Use: 5496 -FLOOR 5 Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 12 SK -LF Low Freq. Sounder Base 0.000 0.125 0.000 1.500 0 0.000 0.000 0.000 0.000 0 0.000 0.218 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.500 —Global Project Values. Project Name:ITukwila Holiday Inn Standby Hours: 24 J itSILENT s' KNIGHT Project ID: 2910 Alarm Mins:I 5 1 Prepared By: R. Thom Derating Factor: 1.2 5499 Power Expander Calculations Date: 7/15/2016 Voltage Drop Warning Version 02.18.09 i Threshold % : 10 Panel ID: 5499 -FLOOR 5 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: 5th Floor Electrical Closet Volts: 24 VDC Max Panel Current: 9.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ ° Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL �oDrop 5499 5499 Pwr Module 1 0.075 0.205 NAC #1 5499 Circuit 1 0.000 1.608 #14 Solid 2.52 180 0.91 18.94 7.15% NAC #2 5499 Circuit 2 0.000 1.810 #14 Solid 2.52 200 1.01 18.58 8.94% NAC #3 5499 Circuit 3 0.000 1.608 #14 Solid 2.52 250 1.26 18.37 9.93% NAC #4 5499 Circuit 4 0.000 1.340 #14 Solid 2.52 250 1.26 18.71 8.28% Aux 5499 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 6.571 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.548 Total Alarm AH Required Total Combined AH Required 2.35 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.82 Configure Circuits Print Page till.r\T NNW! IT Circuit Configuration [Project Information Protect Name: Tukwila Holiday Inn Prepared By: R. Thom Project ID: 2910 Date: 7/15/2016 Ckt. Number: NAC #1 Panel ID: 5499 -FLOOR 5 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number. NAC #2 Panel ID: 5499 -FLOOR 5 Ckt. Name: FALSE Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 7 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.414 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.810 Ckt. Number: NAC #3 Panel ID: 5499 -FLOOR 5 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.396 6 System Sensor Strobe (110cd) ' 0.000 0.202 0.000 1.212 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.608 Ckt. Number. NAC #4 Panel ID: 5499 -FLOOR 5 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor Strobe (15cd) 0.000 0.066 0.000 0.330 5 System Sensor Strobe (110cd) 0.000 0.202 0.000 1.010 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.340 1 SILENT KNIGII'I' Panel ID: Location: EVS-50W 2nd Floor - Global Project Values. Project Name: Project ID: Prepared By: Date: Tukwila Holiday Inn 2910 R. Thom 7/15/2016 Standby Hours: Alarm Mins: Derating 24 15 1.2 Model: EVS-50W Audio Amplifier Ckt.# EVS-50W EVS-50W EVS-CE4 Watts Circuit Name Qty EVS-50W Amplifier 25 Volts* EVS-50W Amplifier 70.7V Volts' 1 4 Zone Expander 1 Enter Number of Watts 50 Total Standby Current (AMPS) Standby Time In Hours Total Standby AH Required Total Combined AH Required Current Draw Standby Alarm 0.000 0.580 0.180 2.250 3.010 0.250 0.753 3.63 0.000 0.100 0.020 0.000 0.120 24 2.880 _ Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 4.36 SII.EN1' KNIGHT. Panel ID: Location: (EVS-50W 3rd Floor Global Project Values:— Project Name: Project ID:12910 I Prepared By: Date:17/15/2016 —1 Tukwila Holiday Inn R. Thom Standby Hours: Alarm Mins: Derating 24 15 1.2 Model: EVS-50W Audio Ampler Ckt.# EVS-50W EVS-50W EVS-CE4 Watts Circuit Name Current Draw Standby Alarrn EVS-50W Amplifier 25 Volts* 0.000 0.000 EVS-50W Amplifier 70.7V Volts* 1 0.100 0.580 4 Zone Expander 1 0.020 0.180 Enter Number of Watts 50 0.000 2.250 Total Standby Current (AMPS) Standby lime In Hours Total Standby AH Required Total Combined AH Required Multiply By The Derating Factor 0.120 3.010 24 10.250 P 2.880 0.753 3.63 1.20 Minimum Battery AmpHours Required 4.36 J Panel ID: Location: — Global Project Values. Project Name: Project ID: Prepared By: Date: Tukwila Holiday Inn 2910 R. Thom 7!15/2016 Standby Hours: Alarm Mins: Derating 24 15 1.2 EVS-50W 4th Floor Model: EVS-50W Audio Amplifier Ckt.# EVS-50W EVS-50W EVS-CE4 Watts Circuit NameQty Current Draw Standby Alarm EVS-50W Amplifier 25 Volts* 0.000 0.000 EVS-50W Amplifier 70.7V Volts* 1 0.100 0.580 4 Zone Expander 1 0.020 0.180 Enter Number of Watts 50 0.000 2.250 Total Standby Current (AMPS) Standby Time In Hours TotalStandby AH Required Total Combined AH Required Multiply By The Derating Factor 0.120 3.010 24 I 0.250 p 2.880 0.753 3.63 1.20 Minimum Battey AmpHours Required 4.36 SILENT KNIGHT Panel ID: Location: Ckt.# EVS-50W EVS-50W EVS-CE4 Watts EVS-50W Calcola:ions Global Project values: Project Name: Project ID: 2E Prepared By: R. Date: Tukwila Holiday Inn Standby Hours: Alarm Mins: Derating 7/15/2016 EVS-50W 5th Floor Circuit Name Model: EVS-50W Audio Amplifier Qty Current Draw EVS-50W Amplifier 25 Volts* Standby, Alarm 0.000 0.000 EVS-50W Amplifier 70-7V Volts" 1 0.100 0.580 4 Zone Expander 1 0.020 0.180 Enter Number of Watts 50 0.000 2.250 Total Standby Current (AMPS) Standby Time In Hours Total Standby AH Required Total Combined AH Required Multiply By The Derating Factor 0.1201 3.010 24 0.250 2.880 0.753 3.63 1.20 Minimum Battey AmpHours Required 4.36 _ _ _ Fire Protection by Computer Design CCS 0 m� OR. my 0 N =� 00 Z 0 > 0 Z w r- r Z m z 0 Z m m N Project: Holiday Inn Express Tukwila, WA O '� N Z a o -I • O -3 J S a - (D > f to • *' � (D (D (D(/j (n7 0- tQ r•r cn m : .-� Qc� n a a p (D •�0- Qa O po- -o— rt (D `G a N D 0 O CD O S N n N 5 S �� opo • S A o CD A r. o -..,o x2io -a ; o D (75! B a rr w 3+(D 0 p S 7 7 - + - (D U rr (D • 0 (ti O-"(0 (b 0 -fl aG , - .may N o m�>,•— o 7 m'< 01 CD • (D (n o •o 'co a (n N j 3 CO (D (D GIA C a o v p 7 U • �� 3 to cD Z- * 7 (D `+a -*3a m �D0 Q r+ O' fD CD - S D- CL 0 N� r+(D 0�.. rn� Ql 0 AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON AREA 8 ATTIC Building Location ANDOVEER PARK E, TUKWILA, WA System : AREA 8 Contract Data File : AREA 8 ATTIC.WX6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: AREA 8 Remote area location: ROOF/ATTIC Occupancy classification: ORDINARY HAZARD Density: .15 Area of application: 1950 Coverage per sprinkler: 72 Type of sprinklers calculated: TYCO FRB TY3131 No. of sprinklers calculated: 37 In -rack demand: Hose streams: 250 Total water required (including hose streams): 959.9 - GPM @ 114.5 Type of system: DRY PIPE Volume of dry or preaction system: 340 - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 8 ATTIC Page 2 Date 09/06/16 City Water Supply: C1 - Static Pressure : C2 - Residual Pressure: C2 - Residual Flow : 150 20 8000 Demand: D1 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Demand) : D3 - System Demand : Safety Margin : 31.040 709.924 114.497 250 959.924 32.930 180 168 156 P 144 R 132 E 120 S 108 S 96 u 84 R 72 E 60 48 36 24 12 C1 D2 D1 C2 1000 2000 3000 4000 5000 6000 7000 8000 FLOW (N^1.85) 9000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Fitting Legend Abbrev. Name Y 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dge Dry Gem DPV-1 2.2 4.9 8.9 22 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 600 89.67 5.6 13.24 na 20.38 0.15 63 7.0 601 89.67 5.6 12.9 na 20.11 0.15 63 7.0 602 89.67 14.34 na 604 94.25 5.6 10.27 na 17.94 0.15 63 7.0 605 94.25 5.6 9.32 na 17.1 0.15 63 7.0 606 94.25 5.6 10.28 na 17.95 0.15 63 7.0 607 94.25 11.43 na 609 99.17 5.6 7.92 na 15.76 0.15 64 7.0 610 99.17 5.6 7.0 na 14.82 0.15 72 7.0 611 99.17 5.6 7.94 na 15.78 0.15 72 7.0 612 99.17 8.84 na 614 94.25 5.6 9.86 na 17.58 0.15 63 7.0 615 94.25 5.6 8.95 na 16.75 0.15 63 7.0 616 94.25 5.6 9.87 na 17.59 0.15 63 7.0 617 94.25 10.98 na 619 89.67 5.6 12.95 na 20.16 0.15 63 7.0 620 89.67 5.6 12.14 na 19.51 0.15 63 7.0 621 89.67 13.85 na 603 88.58 15.38 na 608 88.58 15.43 na 622 88.58 14.86 na 618 88.58 14.92 na 613 88.58 15.17 na CM1 88.58 16.09 na 643 93.92 5.6 14.47 na 21.3 0.15 64 7.0 644 93.92 5.6 12.63 na 19.9 0.15 64 7.0 645 93.92 5.6 14.04 na 20.98 0.15 64 7.0 646 93.92 15.68 na 648 98.25 5.6 12.07 na 19.46 0.15 79 7.0 649 98.25 5.6 10.6 na 18.24 0.15 79 7.0 650 98.25 5.6 12.12 na 19.49 0.15 79 7.0 651 98.25 13.53 na 653 102.0 5.6 8.29 na 16.13 0.15 79 7.0 654 102.0 5.6 9.48 na 17.24 0.15 79 7.0 655 102.0 5.6 8.29 na 16.13 0.15 79 7.0 656 102.0 5.6 9.48 na 17.24 0.15 79 7.0 657 102.0 10.6 na 647 88.42 20.1 na 652 88.42 20.2 na 658 88.42 20.49 na CM6 88.42 22.11 na CM2 88.42 23.51 na 623 89.67 5.6 17.31 na 23.3 0.15 75 7.0 624 89.67 5.6 19.23 na 24.55 0.15 64 7.0 625 89.67 5.6 17.47 na 23.41 0.15 64 7.0 626 89.67 20.62 na 628 93.92 5.6 11.09 na 18.65 0.15 62 7.0 629 93.92 5.6 12.32 na 19.66 0.15 78 7.0 630 93.92 5.6 13.87 na 20.85 0.15 78 7.0 631 93.92 5.6 12.31 na 19.65 0.15 78 7.0 632 93.92 5.6 14.02 na 20.97 0.15 78 7.0 633 93.92 15.64 na 635 98.25 5.6 11.47 na 18.97 0.15 79 7.0 636 98.25 5.6 13.07 na 20.25 0.15 78 7.0 637 98.25 5.6 14.68 na 21.46 0.15 78 7.0 638 98.25 5.6 11.47 na 18.97 0.15 78 7.0 639 98.25 5.6 13.07 na 20.25 0.15 78 7.0 640 98.25 5.6 14.68 na 21.46 0.15 78 7.0 641 98.25 16.54 na 627 88.42 22.77 na 634 88.42 22.91 na 642 88.42 23.61 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. CM5 88.42 28.97 na CM3 88.42 37.0 na CM4 83.0 54.31 na DTOR 83.0 57.96 na DBOR 75.5 63.53 na D 72.5 65.14 na 523 71.5 65.68 na 521 71.5 81.17 na R5 63.92 85.06 na S12 39.75 97.05 na S13 39.75 98.51 na TOR 39.75 99.45 na BOR 29.25 104.41 na BFO 29.25 104.99 na BFI 29.25 111.03 na UG 28.5 111.65 na UG1 28.5 113.81 na POC 27.5 114.5 na 250.0 The maximum velocity is 24.56 and it occurs in the pipe between nodes CM2 and CM3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 600 20.38 1.049 T 3.568 2.250 13.242 to 100.0 0.0 3.568 0.0 602 20.38 0.1887 0.0 5.818 1.098 K Factor = 5.60 Vel = 7.57 0.0 20.38 14.340 K Factor = 5.38 601 20.11 1.049 T 3.568 4.250 12.900 to 100.0 0.0 3.568 0.0 602 20.11 0.1842 0.0 7.818 1.440 K Factor = 5.60 Vel = 7.47 602 20.38 1.61 T 5.71 1.080 14.340 to 100.0 0.0 5.710 0.472 603 40.49 0.0835 0.0 6.790 0.567 Vel = 6.38 0.0 40.49 15.379 K Factor = 10.32 604 17.94 1.049 T 3.568 4.250 10.268 K Factor = 5.60 to 100.0 0.0 3.568 0.0 607 17.94 0.1491 0.0 7.818 1.166 Vel = 6.66 0.0 17.94 11.434 K Factor = 5.31 605 17.10 1.049 0.0 7.000 9.324 K Factor = 5.60 to 100.0 0.0 0.0 0.0 606 17.1 0.1364 0.0 7.000 0.955 Vel = 6.35 606 17.95 1.38 T 4.282 4.250 10.279 K Factor = 5.60 to 100.0 0.0 4.282 0.0 607 35.05 0.1354 0.0 8.532 1.155 Vel = 7.52 607 17.95 1.61 T 5.71 5.500 11.434 to 100.0 0.0 5.710 2.456 608 53.0 0.1374 0.0 11.210 1.540 Vel = 8.35 0.0 53.00 15.430 K Factor = 13.49 609 15.76 1.049 T 3.568 4.250 7.923 K Factor = 5.60 to 100.0 0.0 3.568 0.0 612 15.76 0.1174 0.0 7.818 0.918 Vel = 5.85 0.0 15.76 8.841 K Factor = 5.30 610 14.82 1.049 0.0 9.000 7.000 K Factor = 5.60 to 100.0 0.0 0.0 0.0 611 14.82 0.1047 0.0 9.000 0.942 Vel = 5.50 611 to 612 15.78 30.6 1.38 100.0 0.1054 T 4.282 4.250 7.942 0.0 4.282 0.0 0.0 8.532 0.899 K Factor = 5.60 Vel = 6.56 612 to 613 15.76 46.36 1.61 100.0 0.1072 T 5.71 10.580 0.0 5.710 0.0 16.290 8.841 4.587 1.746 Vel = 7.31 0.0 46.36 15.174 K Factor = 11.90 614 to 617 17.58 17.58 1.049 100.0 0.1436 T 3.568 4.250 9.856 0.0 3.568 0.0 0.0 7.818 1.123 K Factor = 5.60 Vel = 6.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 615 to 616 0.0 17.58 16.75 16.75 10.979 K Factor = 5.31 1.049 100.0 0.1313 0.0 0.0 0.0 7.000 0.0 7.000 8.947 0.0 0.919 K Factor = 5.60 Vel = 6.22 616 to 617 17.59 34.34 1.38 100.0 0.1305 T 4.282 4.250 9.866 0.0 4.282 0.0 0.0 8.532 1.113 K Factor = 5.60 Vel = 7.37 617 to 618 17.58 51.92 1.61 100.0 0.1321 T 5.71 0.0 0.0 5.500 5.710 11.210 10.979 2.456 1.481 Vel = 8.18 0.0 51.92 14.916 K Factor = 13.44 619 20.16 1.049 T 3.568 1.250 12.955 to 100.0 0.0 3.568 0.0 621 20.16 0.1849 0.0 4.818 0.891 K Factor = 5.60 Vel = 7.48 0.0 20.16 13.846 K Factor = 5.42 620 19.51 1.049 T 3.568 6.250 12.136 to 100.0 0.0 3.568 0.0 621 19.51 0.1742 0.0 9.818 1.710 K Factor = 5.60 Vel = 7.24 621 20.15 1.61 T 5.71 1.080 13.846 to 100.0 0.0 5.710 0.472 622 39.66 0.0804 0.0 6.790 0.546 Vel = 6.25 0.0 39.66 14.864 K Factor = 10.29 603 40.49 2.635 0.0 6.670 15.379 to 100.0 0.0 0.0 0.0 608 40.49 0.0076 0.0 6.670 0.051 Vel = 2.38 608 53.00 2.635 T 11.758 6.750 15.430 to 100.0 0.0 11.757 0.0 CM1 93.49 0.0356 0.0 18.507 0.659 Vel = 5.50 0.0 93.49 16.089 K Factor = 23.31 622 39.66 2.635 0.0 7.250 14.864 to 100.0 0.0 0.0 0.0 618 39.66 0.0072 0.0 7.250 0.052 Vel = 2.33 618 to 613 51.93 91.59 2.635 100.0 0.0344 0.0 0.0 0.0 7.500 0.0 7.500 14.916 0.0 0.258 Vel = 5.39 613 46.36 2.635 T 11.758 0.750 15.174 to 100.0 0.0 11.757 0.0 CM1 137.95 0.0732 0.0 12.507 0.915 Vel = 8.12 CM1 93.49 2.635 T 11.758 26.830 16.089 to 100.0 0.0 11.757 0.069 CM2 231.44 0.1906 0.0 38.587 7.355 Vel = 13.62 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 231.44 23.513 K Factor = 47.73 643 21.30 1.049 T 3.568 2.330 14.471 to 100.0 0.0 3.568 0.0 646 21.3 0.2050 0.0 5.898 1.209 K Factor = 5.60 Vel = 7.91 0.0 21.30 15.680 K Factor = 5.38 644 19.90 1.049 0.0 7.830 12.626 to 100.0 0.0 0.0 0.0 645 19.9 0.1806 0.0 7.830 1.414 K Factor = 5.60 Vel = 7.39 645 20.98 1.38 T 4.282 4.830 14.040 to 100.0 0.0 4.282 0.0 646 40.88 0.1800 0.0 9.112 1.640 K Factor = 5.60 Vel = 8.77 646 21.30 1.61 T 5.71 5.330 15.680 to 100.0 0.0 5.710 2.382 647 62.18 0.1846 0.0 11.040 2.038 Vel = 9.80 0.0 62.18 20.100 K Factor = 13.87 648 19.46 1.049 T 3.568 4.830 12.074 K Factor = 5.60 to 100.0 0.0 3.568 0.0 651 19.46 0.1733 0.0 8.398 1.455 Vel = 7.22 0.0 19.46 13.529 K Factor = 5.29 649 18.24 1.049 0.0 9.830 10.604 K Factor = 5.60 to 100.0 0.0 0.0 0.0 650 18.24 0.1537 0.0 9.830 1.511 Vel = 6.77 650 19.49 1.38 T 4.282 4.830 12.115 K Factor = 5.60 to 100.0 0.0 4.282 0.0 651 37.73 0.1552 0.0 9.112 1.414 Vel = 8.09 651 19.46 1.61 T 5.71 9.580 13.529 to 100.0 0.0 5.710 4.257 652 57.19 0.1581 0.0 15.290 2.417 Vel = 9.01 0.0 57.19 20.203 K Factor = 12.72 653 16.13 1.049 0.0 9.670 8.292 to 100.0 0.0 0.0 0.0 654 16.13 0.1224 0.0 9.670 1.184 K Factor = 5.60 VeI = 5.99 654 17.23 1.38 T 4.282 4.830 9.476 to 100.0 0.0 4.282 0.0 657 33.36 0.1236 0.0 9.112 1.126 K Factor = 5.60 Vel = 7.16 0.0 33.36 10.602 K Factor = 10.25 655 16.13 1.049 0.0 9.670 8.292 to 100.0 0.0 0.0 0.0 656 16.13 0.1224 0.0 9.670 1.184 K Factor = 5.60 Vel = 5.99 656 17.23 1.38 T 4.282 4.830 9.476 to 100.0 0.0 4.282 0.0 657 33.36 0.1236 0.0 9.112 1.126 K Factor = 5.60 Vel = 7.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 9 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 657 33.37 1.61 T 5.71 13.330 10.602 to 100.0 0.0 5.710 5.882 658 66.73 0.2103 0.0 19.040 4.004 Vel = 10.52 0.0 66.73 20.488 K Factor = 14.74 647 62.18 2.635 0.0 6.170 20.100 to 100.0 0.0 0.0 0.0 652 62.18 0.0167 0.0 6.170 0.103 Vel = 3.66 652 57.19 2.635 0.0 5.080 20.203 to 100.0 0.0 0.0 0.0 658 119.37 0.0561 0.0 5.080 0.285 Vel = 7.02 658 66.73 2.635 T 11.758 1.000 20.488 to 100.0 0.0 11.757 0.0 CM6 186.1 0.1273 0.0 12.757 1.624 Vel = 10.95 CM6 0.0 2.635 0.0 11.000 22.112 to 100.0 0.0 0.0 0.0 CM2 186.1 0.1274 0.0 11.000 1.401 Vel = 10.95 CM2 231.43 2.635 T 11.758 12.000 23.513 to 100.0 0.0 11.757 0.0 CM3 417.53 0.5678 0.0 23.757 13.490 Vel = 24.56 0.0 417.53 37.003 K Factor = 68.64 623 23.30 1.049 E 1.427 6.500 17.309 to 100.0 0.0 1.427 0.0 624 23.3 0.2418 0.0 7.927 1.917 K Factor = 5.60 Vel = 8.65 624 24.55 1.38 T 4.282 1.500 19.226 to 100.0 0.0 4.282 0.0 626 47.85 0.2407 0.0 5.782 1.392 K Factor = 5.60 Vel = 10.26 0.0 47.85 20.618 K Factor = 10.54 625 23.41 1.049 T 3.568 9.330 17.472 K Factor = 5.60 to 100.0 0.0 3.568 0.0 626 23.41 0.2439 0.0 12.898 3.146 Vel = 8.69 626 47.85 1.61 T 5.71 1.080 20.618 to 100.0 0.0 5.710 0.541 627 71.26 0.2376 0.0 6.790 1.613 Vel = 11.23 0.0 71.26 22.772 K Factor = 14.93 628 18.65 1.049 0.0 7.670 11.094 to 100.0 0.0 0.0 0.0 629 18.65 0.1602 0.0 7.670 1.229 K Factor = 5.60 Vel = 6.92 629 19.66 1.38 0.0 9.670 12.323 to 100.0 0.0 0.0 0.0 630 38.31 0.1596 0.0 9.670 1.543 K Factor = 5.60 Vel = 8.22 630 20.85 1.61 T 5.71 4.830 13.866 to 100.0 0.0 5.710 0.0 633 59.16 0.1684 0.0 10.540 1.775 K Factor = 5.60 Vel = 9.32 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 10 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 59.16 15.641 K Factor = 14.96 631 19.65 1.049 0.0 9.670 12.313 to 100.0 0.0 0.0 0.0 632 19.65 0.1765 0.0 9.670 1.707 K Factor = 5.60 Vel = 7.29 632 20.97 1.38 T 4.282 4.830 14.020 to 100.0 0.0 4.282 0.0 633 40.62 0.1779 0.0 9.112 1.621 K Factor = 5.60 Vel = 8.71 633 59.16 1.61 T 5.71 5.330 15.641 to 100.0 0.0 5.710 2.382 634 99.78 0.4427 0.0 11.040 4.887 Vel = 15.72 0.0 99.78 22.910 K Factor = 20.85 635 18.97 1.049 0.0 9.670 11.473 to 100.0 0.0 0.0 0.0 636 18.97 0.1654 0.0 9.670 1.599 K Factor = 5.60 Vel = 7.04 636 20.25 1.38 0.0 9.670 13.072 to 100.0 0.0 0.0 0.0 637 39.22 0.1667 0.0 9.670 1.612 K Factor = 5.60 Vel = 8.41 637 21.45 1.61 T 5.71 4.830 14.684 to 100.0 0.0 5.710 0.0 641 60.67 0.1764 0.0 10.540 1.859 K Factor = 5.60 Vel = 9.56 0.0 60.67 16.543 K Factor = 14.92 638 18.97 1.049 0.0 9.670 11.473 to 100.0 0.0 0.0 0.0 639 18.97 0.1654 0.0 9.670 1.599 K Factor = 5.60 Vel = 7.04 639 20.25 1.38 0.0 9.670 13.072 to 100.0 0.0 0.0 0.0 640 39.22 0.1667 0.0 9.670 1.612 K Factor = 5.60 Vel = 8.41 640 21.45 1.61 T 5.71 4.830 14.684 to 100.0 0.0 5.710 0.0 641 60.67 0.1764 0.0 10.540 1.859 K Factor = 5.60 Vel = 9.56 641 60.68 2.157 T 8.783 9.580 16.543 to 100.0 0.0 8.783 4.257 642 121.35 0.1530 0.0 18.363 2.810 Vel = 10.65 0.0 121.35 23.610 K Factor = 24.97 627 71.26 2.635 0.0 6.420 22.772 to 100.0 0.0 0.0 0.0 634 71.26 0.0215 0.0 6.420 0.138 Vel = 4.19 634 99.78 2.635 0.0 6.420 22.910 to 100.0 0.0 0.0 0.0 642 171.04 0.1090 0.0 6.420 0.700 Vel = 10.06 642 121.35 2.635 T 11.758 6.500 23.610 to 100.0 0.0 11.757 0.0 CM5 292.39 0.2938 0.0 18.257 5.363 Vel = 17.20 CM5 0.0 2.635 T 11.758 15.580 28.973 to 100.0 0.0 11.757 0.0 CM3 292.39 0.2937 0.0 27.337 8.030 Vel = 17.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 11 HI TUKIWILA WASHINGTON AREA 8 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** CM3 417.53 4.26 2E 18.795 64.830 37.003 to 100.0 T 18.795 37.590 2.347 CM4 709.92 0.1461 0.0 102.420 14.964 Vel = 15.98 CM4 0.0 4.26 T 18.795 6.170 54.314 to 100.0 0.0 18.795 0.0 DTOR 709.92 0.1461 0.0 24.965 3.648 Vel = 15.98 DTOR 0.0 4.26 Dge 8.364 7.500 57.962 to 100.0 0.0 8.364 3.248 DBOR 709.92 0.1461 0.0 15.864 2.318 Vel = 15.98 DBOR 0.0 4.26 0.0 3.000 63.528 to 120.0 0.0 0.0 1.299 D 709.92 0.1043 0.0 3.000 0.313 Vel = 15.98 D 0.0 4.26 0.0 1.000 65.140 to 120.0 0.0 0.0 0.433 523 709.92 0.1040 0.0 1.000 0.104 Vel = 15.98 523 0.0 4.26 2E 26.334 95.920 65.677 to 120.0 T 26.334 52.668 0.0 521 709.92 0.1043 0.0 148.588 15.494 Vel = 15.98 521 0.0 6.357 T 37.72 3.000 81.171 to 120.0 0.0 37.720 3.283 R5 709.92 0.0148 0.0 40.720 0.604 Vel = 7.18 R5 to S12 0.0 709.92 6.357 120.0 0.0148 2E 35.205 T 37.72 0.0 29.830 72.925 102.755 85.058 10.468 1.525 Vel = 7.18 S12 0.0 6.357 2E 35.205 12.580 97.051 to 120.0 B 12.573 85.498 0.0 S13 709.92 0.0148 T 37.72 98.078 1.456 Vel = 7.18 S13 0.0 6.357 2E 35.205 28.170 98.507 to 120.0 0.0 35.205 0.0 TOR 709.92 0.0148 0.0 63.375 0.941 Vel = 7.18 TOR 0.0 6.357 E 17.603 10.500 99.448 to 120.0 0.0 17.603 4.548 BOR 709.92 0.0148 0.0 28.103 0.417 Vel = 7.18 BOR 0.0 6.357 T 37.72 1.000 104.413 to 120.0 0.0 37.720 0.0 BFO 709.92 0.0148 0.0 38.720 0.574 Vel = 7.18 BFO 0.0 6.357 0.0 3.000 104.987 to 120.0 0.0 0.0 6.000 BFI 709.92 0.0150 0.0 3.000 0.045 * * Fixed Loss = 6 Vel = 7.18 BFI 0.0 6.357 E 17.603 2.000 111.032 to 120.0 0.0 17.603 0.325 UG 709.92 0.0148 0.0 19.603 0.291 Vel = 7.18 UG 0.0 6.16 2E 40.168 73.110 111.648 to 140.0 F 10.042 93.247 0.0 UG1 709.92 0.0130 T 43.037 166.357 2.164 Vel = 7.64 UG1 0.0 10.28 E 33.148 118.750 113.812 to 140.0 T 75.336 116.018 0.433 POC 709.92 0.0011 G 7.534 234.768 0.252 Vel = 2.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen -Williams k"" AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 8 ATTIC Page 12 Date 09/06/16 . Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 250.00 Qa = 250.00 959.92 114.497 K Factor = 89.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design m� Z7 om nD = v) 0 p Z C) nD ori Z C 1 z 0 m z 0 z m m Project: Holiday Inn Express — Tukwila, WA 0 N Z 0. Q —1 < O T. 0 -% 7 = (u (o -0 Q'5' • W ' (Dcfi`0 c (n • N • (D Q_ Q s (D • (c ui Q_ c cn QD N Q U Q (D < o_ (3D -0 7.: O N ocr* (1• ,)) ? O + N A Q A . 0 y 0 S (D3 A lD x 61) 3 C Q -": 2 Q Q (D � N �-0 0 Otfl O of -h 0- CD 3' �m 0 �(D o(Q ( z� -' Q (D 5 D �• O (7D O 3 m� A fD • A 7 • Q Q -at) • (n N 0 3 -p 0- - O .-r Q A - 0 y a o 3 I* 3 <. 3. - O u). N Z _ `- Q 71 Q Q. D0 h a) 0 - Q Q_ D- 0� N-0 O) - S AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name Building Location :1ANDOVEER PARK E, TUKWILLA, WA System : AREA 8 Contract Data File : AREA 9 ATTIC.WX6 : HI TUKIWILA WASHINGTON AREA 9 ATTIC Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON AREA 9 ATTIC Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: AREA 8 Remote area location: ROOF/ATTIC Occupancy classification: ORDINARY HAZARD Density: .15 Area of application: 1950 Coverage per sprinkler: 80 Type of sprinklers calculated: TYCO FRB TY3131 No. of sprinklers calculated: 29 In -rack demand: Hose streams: 250 Total water required (including hose streams): 783.9 - GPM @ 103.7 Type of system: DRY PIPE Volume of dry or preaction system: 340 - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C m N O N ai c� d0 U H H rn w CC z 0 1- 0 z U= z( Q Q W J_ � w d LL - <1 Windham N.H. USA 03087 Fittings Used Summary \ o G\Q\ @ 0 24Q) CO o $E\\ = 0= 1- 0 'Ch .-__ m w CO 0 CD 0 » ® o 7- CV 7- _ _ m = QLOCJC \ o =r7-2 E cj e En e = 2395 5 co »4wm-2 // ƒ �/ cc d0/tR d _ _ = C \ NNon,-2 2§2\ ƒ0 2CI) -a)=0,te a o > 2 u f ƒ $ N = LOm�1- S CD i # o - �o��\E _0 f 0 «moo= u)o\/ / E 7 co -c / / o n - o= // /$.0_ / a_ S % 2 7 = = k 0 armor \� / / k \ / co E 2& E\\o=ƒ 3 z o a�o# 0\ 2_%a %2 o== S /c ESE m& _) ) ',-u)a«- 2 o ��on /ƒ/� \///E§ 2tv=ae �I )k/ 0# m.' § / o -0 03 O \$§/§ Eo==mom =m-�� 2moq=m Windham N.H. USA 03087 2E22»Q 0.0000 LL__LL zozzzz 0) U.1CO a Units Summary = > 0 G• _u)= o $ $ 2 F_ c k 5 E u E 001 n o-a)»�,- =7�= /fq=%R //D( ®�ok// E ERS 6.§220 E _Jƒa. kw%ƒkƒ Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON AREA 9 ATTIC Date 09/06/16 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. 700 84.25 5.6 10.85 na 18.45 0.15 80 7.0 701 84.25 5.6 12.42 na 19.74 0.15 80 7.0 702 84.25 5.6 14.01 na 20.96 0.15 80 7.0 703 84.25 5.6 10.91 na 18.5 0.15 80 7.0 704 84.25 5.6 12.49 na 19.79 0.15 80 7.0 705 84.25 5.6 14.0 na 20.95 0.15 80 7.0 706 84.25 15.81 na 708 88.75 5.6 9.45 na 17.22 0.15 80 7.0 709 88.75 5.6 10.83 na 18.43 0.15 80 7.0 710 88.75 5.6 12.23 na 19.58 0.15 80 7.0 711 88.75 5.6 9.5 na 17.26 0.15 80 7.0 712 88.75 5.6 10.89 na 18.48 0.15 80 7.0 713 88.75 5.6 12.23 na 19.58 0.15 80 7.0 714 0.0 52.26 na 716 93.17 5.6 7.1 na 14.92 0.15 64 7.0 717 93.17 5.6 7.95 na 15.79 0.15 80 7.0 718 93.17 5.6 9.01 na 16.81 0.15 80 7.0 719 93.17 5.6 10.13 na 17.82 0.15 80 7.0 720 93.17 5.6 8.43 na 16.26 0.15 80 7.0 721 93.17 5.6 9.67 na 17.42 0.15 80 7.0 722 93.17 5.6 10.87 na 18.46 0.15 80 7.0 723 93.17 12.29 na 725 97.58 5.6 7.0 na 14.82 0.15 64 7.0 726 97.58 5.6 8.05 na 15.89 0.15 80 7.0 727 97.58 5.6 9.11 na 16.9 0.15 80 7.0 728 97.58 5.6 10.23 na 17.91 0.15 80 7.0 729 97.58 5.6 8.46 na 16.29 0.15 80 7.0 730 97.58 5.6 9.71 na 17.45 0.15 80 7.0 731 97.58 5.6 10.97 na 18.55 0.15 80 7.0 732 0.0 54.67 na 734 102.08 5.6 15.15 na 21.8 0.15 80 7.0 735 102.08 5.6 17.29 na 23.28 0.15 80 7.0 736 102.08 5.6 19.45 na 24.69 0.15 80 7.0 737 102.08 21.73 na 738 102.08 24.18 na 707 83.0 17.79 na 715 83.0 18.16 na 724 83.0 19.4 na 733 83.0 22.09 na 739 83.0 33.92 na CM7 83.0 34.18 na CM8 83.0 52.26 na CM4 83.0 55.82 na DTOR 83.0 57.97 na DBOR 75.5 62.59 na D 72.5 64.07 na 523 71.5 64.57 na 521 71.5 73.72 na R5 63.92 77.36 na S12 39.75 88.73 na S13 39.75 89.59 na TOR 39.75 90.14 na BOR 29.25 94.94 na BFO 29.25 95.27 na BFI 29.25 101.3 na UG 28.5 101.8 na UG1 28.5 103.08 na POC 27.5 103.66 na 250.0 The maximum velocity is 27.31 and it occurs in the pipe between nodes 733 and CM7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON AREA 9 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 700 18.45 1.049 0.0 10.000 10.850 K Factor = 5.60 to 100.0 0.0 0.0 0.0 701 18.45 0.1570 0.0 10.000 1.570 Vel = 6.85 701 19.73 1.38 0.0 10.000 12.420 K Factor = 5.60 to 100.0 0.0 0.0 0.0 702 38.18 0.1586 0.0 10.000 1.586 Vel = 8.19 702 20.96 1.61 T 5.71 5.000 14.006 K Factor = 5.60 to 100.0 0.0 5.710 0.0 706 59.14 0.1683 0.0 10.710 1.802 Vel = 9.32 0.0 59.14 15.808 K Factor = 14.87 703 18.50 1.049 0.0 10.000 10.908 to 100.0 0.0 0.0 0.0 704 18.5 0.1578 0.0 10.000 1.578 K Factor = 5.60 Vel = 6.87 704 19.78 1.38 0.0 9.500 12.486 to 100.0 0.0 0.0 0.0 705 38.28 0.1595 0.0 9.500 1.515 K Factor = 5.60 Vel = 8.21 705 20.96 1.61 T 5.71 5.000 14.001 to 100.0 0.0 5.710 0.0 706 59.24 0.1687 0.0 10.710 1.807 K Factor = 5.60 Vel = 9.34 706 59.14 2.157 T 8.783 1.080 15.808 to 100.0 0.0 8.783 0.541 707 118.38 0.1462 0.0 9.863 1.442 Vel = 10.39 0.0 118.38 17.791 K Factor = 28.07 708 17.22 1.049 0.0 10.000 9.452 to 100.0 0.0 0.0 0.0 709 17.22 0.1382 0.0 10.000 1.382 K Factor = 5.60 Vel = 6.39 709 18.43 1.38 0.0 10.000 10.834 to 100.0 0.0 0.0 0.0 710 35.65 0.1396 0.0 10.000 1.396 K Factor = 5.60 Vel = 7.65 710 19.58 1.61 T 5.71 5.000 12.230 to 100.0 0.0 5710 38.438 714 55.23 0.1483 0.0 10.710 1.588 K Factor = 5.60 Vel = 8.70 0.0 55.23 52.256 K Factor = 7.64 711 to 712 17.26 17.26 1.049 100.0 0.1389 0.0 0.0 0.0 10.000 0.0 10.000 9.503 0.0 1.389 K Factor = 5.60 Vel = 6.41 712 to 713 18.48 35.74 1.38 100.0 0.1404 0.0 0.0 0.0 9.500 0.0 9.500 10.892 0.0 1.334 K Factor = 5.60 Vel = 7.67 713 19.59 1.61 T 5.71 5.000 12.226 to 100.0 0.0 5.710 38.438 714 55.33 0.1486 0.0 10.710 1.592 K Factor = 5.60 Vel = 8.72 714 55.23 2.157 T 8.783 5.580 52.256 to 100.0 0.0 8.783 -35.947 715 110.56 0.1287 0.0 14.363 1.849 Vel = 9.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON AREA 9 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 110.56 18.158 K Factor = 25.95 716 14.92 1.049 0.0 8.000 7.098 K Factor = 5.60 to 100.0 0.0 0.0 0.0 717 14.92 0.1060 0.0 8.000 0.848 Vel = 5.54 717 15.78 1.38 0.0 10.000 7.946 to 100.0 0.0 0.0 0.0 718 30.7 0.1060 0.0 10.000 1.060 K Factor = 5.60 Vel = 6.59 718 16.81 1.61 0.0 10.000 9.006 to 100.0 0.0 0.0 0.0 719 47.51 0.1122 0.0 10.000 1.122 K Factor = 5.60 Vel = 7.49 719 17.82 1.61 T 5.71 5.000 10.128 to 100.0 0.0 5.710 0.0 723 65.33 0.2022 0.0 10.710 2.166 K Factor = 5.60 Vel = 10.30 0.0 65.33 12.294 K Factor = 18.63 720 16.26 1.049 0.0 10.000 8.429 to 100.0 0.0 0.0 0.0 721 16.26 0.1243 0.0 10.000 1.243 K Factor = 5.60 Vel = 6.04 721 17.41 1.38 0.0 9.500 9.672 to 100.0 0.0 0.0 0.0 722 33.67 0.1258 0.0 9.500 1.195 K Factor = 5.60 Vel = 7.22 722 18.46 1.61 T 5.71 5.000 10.867 to 100.0 0.0 5.710 0.0 723 52.13 0.1332 0.0 10.710 1.427 K Factor = 5.60 Vel = 8.22 723 65.34 2.157 T 8.783 10.000 12.294 to 100.0 0.0 8.783 4.405 724 117.47 0.1440 0.0 18.783 2.705 Vel = 10.31 0.0 117.47 19.404 K Factor = 26.67 725 14.82 1.049 0.0 10.000 7.000 to 100.0 0.0 0.0 0.0 726 14.82 0.1047 0.0 10.000 1.047 K Factor = 5.60 Vel = 5.50 726 15.88 1.38 0.0 10.000 8.047 to 100.0 0.0 0.0 0.0 727 30.7 0.1059 0.0 10.000 1.059 K Factor = 5.60 Vel = 6.59 727 16.90 1.61 0.0 10.000 9.106 to 100.0 0.0 0.0 0.0 728 47.6 0.1126 0.0 10.000 1.126 K Factor = 5.60 Vel = 7.50 728 17.91 1.61 T 5.71 5.000 10.232 to 100.0 0.0 5.710 42.262 732 65.51 0.2033 0.0 10.710 2.177 K Factor = 5.60 Vel = 10.32 0.0 65.51 54.671 K Factor = 8.86 729 16.29 1.049 0.0 10.000 8.465 to 100.0 0.0 0.0 0.0 730 16.29 0.1247 0.0 10.000 1.247 K Factor = 5.60 Vel = 6.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON AREA 9 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 730 17.45 1.38 0.0 10.000 9.712 to 100.0 0.0 0.0 0.0 731 33.74 0.1262 0.0 10.000 1.262 K Factor = 5.60 Vel = 7.24 731 18.56 1.61 T 5.71 5.000 10.974 to 100.0 0.0 5.710 42.262 732 52.3 0.1340 0.0 10.710 1.435 K Factor = 5.60 Vel = 8.24 732 65.51 2.157 T 8.783 14.420 54.671 to 100.0 0.0 8.783 -35.947 733 117.81 0.1449 0.0 23.203 3.361 Vel = 10.34 0.0 117.81 22.085 K Factor = 25.07 734 21.80 1.049 0.0 10.000 15.150 to 100.0 0.0 0.0 0.0 735 21.8 0.2138 0.0 10.000 2.138 K Factor = 5.60 Vel = 8.09 735 23.28 1.38 0.0 10.000 17.288 to 100.0 0.0 0.0 0.0 736 45.08 0.2157 0.0 10.000 2.157 K Factor = 5.60 Vel = 9.67 736 24.70 1.61 0.0 10.000 19.445 to 100.0 0.0 0.0 0.0 737 69.78 0.2285 0.0 10.000 2.285 K Factor = 5.60 Vel = 11.00 737 0.0 1.61 T 5.71 5.000 21.730 to 100.0 0.0 5.710 0.0 738 69.78 0.2284 0.0 10.710 2.446 Vel = 11.00 738 0.0 2.157 T 8.783 18.170 24.176 to 100.0 0.0 8.783 8.264 739 69.78 0.0549 0.0 26.953 1.481 Vel = 6.13 0.0 69.78 33.921 K Factor = 11.98 707 to 715 118.38 118.38 2.635 100.0 0.0550 0.0 0.0 0.0 6.670 0.0 6.670 17.791 0.0 0.367 Vel = 6.96 715 110.56 2.635 0.0 6.670 18.158 to 100.0 0.0 0.0 0.0 724 228.94 0.1868 0.0 6.670 1.246 Vel = 13.47 724 117.46 2.635 0.0 6.670 19.404 to 100.0 0.0 0.0 0.0 733 346.4 0.4019 0.0 6.670 2.681 Vel = 20.38 733 117.81 2.635 T 11.758 5.750 22.085 to 100.0 0.0 11.757 0.0 CM7 464.21 0.6909 0.0 17.507 12.095 Vel = 27.31 0.0 464.21 34.180 K Factor = 79.40 739 69.78 2.635 T 11.758 0.700 33.921 to 100.0 0.0 11.757 0.0 CM7 69.78 0.0208 0.0 12.457 0.259 Vel = 4.11 CM7 464.21 3.26 T 14.388 42.580 34.180 to 100.0 0.0 14.387 0.0 CM8 533.99 0.3175 0.0 56.967 18.085 Vel = 20.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON AREA 9 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** CM8 0.0 4.26 T 18.795 22.420 52.265 to 100.0 0.0 18.795 0.0 CM4 533.99 0.0863 0.0 41.215 3.555 Vel = 12.02 CM4 0.0 4.26 T 18.795 6.170 55.820 to 100.0 0.0 18.795 0.0 DTOR 533.99 0.0863 0.0 24.965 2.154 Vel = 12.02 DTOR 0.0 4.26 Dge 8.364 7.500 57.974 to 100.0 0.0 8.364 3.248 DBOR 533.99 0.0863 0.0 15.864 1.369 Vel = 12.02 DBOR 0.0 4.26 0.0 3.000 62.591 to 120.0 0.0 0.0 1.299 D 533.99 0.0617 0.0 3.000 0.185 Vel = 12.02 D 0.0 4.26 0.0 1.000 64.075 to 120.0 0.0 0.0 0.433 523 533.99 0.0610 0.0 1.000 0.061 Vel = 12.02 523 0.0 4.26 2E 26.334 95.920 64.569 to 120.0 T 26.334 52.668 0.0 521 533.99 0.0616 0.0 148.588 9.149 Vel = 12.02 521 0.0 6.357 T 37.72 3.000 73.718 to 120.0 0.0 37.720 3.283 R5 533.99 0.0087 0.0 40.720 0.356 Vel = 5.40 R5 to S12 0.0 533.99 6.357 120.0 0.0088 2E 35.205 T 37.72 0.0 29.830 72.925 102.755 77.357 10.468 0.901 Vel = 5.40 S12 0.0 6.357 2E 35.205 12.580 88.726 to 120.0 B 12.573 85.498 0.0 S13 533.99 0.0088 T 37.72 98.078 0.860 Vel = 5.40 S13 0.0 6.357 2E 35.205 28.170 89.586 to 120.0 0.0 35.205 0.0 TOR 533.99 0.0088 0.0 63.375 0.555 Vel = 5.40 TOR 0.0 6.357 E 17.603 10.500 90.141 to 120.0 0.0 17.603 4.548 BOR 533.99 0.0088 0.0 28.103 0.246 Vel = 5.40 BOR 0.0 6.357 T 37.72 1.000 94.935 to 120.0 0.0 37.720 0.0 BFO 533.99 0.0088 0.0 38.720 0.339 Vel = 5.40 BFO 0.0 6.357 0.0 3.000 95.274 to 120.0 0.0 0.0 6.000 BFI 533.99 0.0090 0.0 3.000 0.027 * * Fixed Loss = 6 Vel = 5.40 BFI 0.0 6.357 E 17.603 2.000 101.301 to 120.0 0.0 17.603 0.325 UG 533.99 0.0087 0.0 19.603 0.171 Vel = 5.40 UG 0.0 6.16 2E 40.168 73.110 101.797 to 140.0 F 10.042 93.247 0.0 UG1 533.99 0.0077 T 43.037 166.357 1.278 Vel = 5.75 UG1 0.0 10.28 E 33.148 118.750 103.075 to 140.0 T 75.336 116.018 0.433 POC 533.99 0.0006 G 7.534 234.768 0.149 Vel = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 9 HI TUKIWILA WASHINGTON AREA 9 ATTIC Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 250.00 Qa = 250.00 783.99 103.657 K Factor = 77.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • _ _ _ Fire Protection by Computer Design 0 N za ° —I OOD �1Q D f� i' DCD 3 to cu��ht°_ . (D C ° o rt"s. �� 0 "-0 g cn0ma°o m _ N � c m -«- v - 2- o c o . !.:,,-0-: my 0 ��'n O .+� 0 cn Q `< *Ft; LI: 0 ° O O ° rt rt 0 S 0 ° 0 rt Z n N to O n°? y 3 m 3'< o F rn Q rn Zm m N ii'O ° a r+ c u) x 3 9° p .m u_ o o, r 0 3 0 Dm � m Z3 -, ° rn ° m O i m i° o� Z ? W = CO m 0 (D 0 -. , ° U) -0 u)N3 o w -p Q. "00 O r+ ° w Fo' a. ,-r 04 0 C a 0 o - 0 0o 3 R. < 3 ▪ Oma -0 ° '4: N (DiZ = * r«• .-4- « m �a -ri i5 a 0) N" (D 0- 3- a p N4,i .-1- IV C) r: 3v 0) 3 ° VA AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON 5TH CORRIDOR Building : CCD Location : ANDOVEER PARK E, TUKWILLA, WA System : 5th FLOOR AREA 6 Contract Data File : AREA 6 LVL 5-CORRIDOR.WX5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON 5TH CORRIDOR Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: 5th FLOOR AREA 6 Remote area location: 5th CORRIDOR Occupancy classification: ORDINARY HAZARD Density: .15 Area of application: 5 HEADS Coverage per sprinkler: 120 Type of sprinklers calculated: TYCO FRB No. of sprinklers calculated: 5 In -rack demand: Hose streams: 250 Total water required (including hose streams): 348.8 - GPM @ 107.9 Type of system: WET PIPE Volume of dry or preaction system: - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON 5TH CORRIDOR Page 2 Date 09/06/16 City Water Supply: C1 - Static Pressure : C2 - Residual Pressure: C2 - Residual Flow : 150 20 8000 Demand: D1 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Demand) : D3 - System Demand : Safety Margin : 22.495 98.829 107.991 250 348.829 41.614 180 168 156 p144 R 132 E120 C1 D2 s 108 S 96 D3 u 84 R 72 E 60 48 36 24 o 12 C2 D1 .................. .... ,.... ..... .... .. . . 1 . . . . 1 . . . . . . . . 1 . . . . . . . . , . . . . . . . 1 . . . 1000 2000 3000 4000 5000 6000 FLOW (NA1.85) 7000 8000 9000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON 5TH CORRIDOR Date 09/06/16 Fitting Legend Abbrev. Name Y 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON 5TH CORRIDOR Date 09/06/16 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. 500A 80.0 78.79 na 501A 80.5 78.58 na 502A 80.5 78.58 na 504A 80.0 78.79 na 500 80.0 78.79 na 501 80.5 78.58 na 502 80.5 78.58 na 503 80.5 78.58 na 516 80.5 78.58 na 504 80.0 78.79 na 515 71.5 82.48 na 517 71.5 82.48 na 518 71.5 82.48 na 519 71.5 82.48 na 520 71.5 82.48 na 521 71.5 82.48 na 530 71.5 82.48 na 531 71.5 82.48 na 532 71.5 82.48 na 505A 79.44 5.6 10.33 na 18.0 0.15 120 7.0 506A 79.33 5.6 10.62 na 18.25 0.15 120 7.0 507A 79.33 5.6 11.51 na 19.0 0.15 120 7.0 508A 79.33 5.6 13.45 na 20.54 0.15 120 7.0 590A 79.33 5.6 16.93 na 23.04 0.15 120 7.0 505 79.83 10.19 na 506 79.83 10.43 na 507 79.83 11.33 na 508 79.83 13.27 na 509 79.83 16.76 na 510 79.83 21.22 na 511 79.83 67.81 na 512 79.83 71.16 na 522 71.5 82.48 na R5 71.5 82.73 na S12 39.75 96.52 na S13 39.75 96.56 na TOR 39.75 96.59 na BOR 29.25 101.15 na BFO 29.25 101.16 na BFI 29.25 107.16 na UG 28.5 107.5 na UG1 28.5 107.55 na POC 27.5 107.99 na 250.0 The maximum velocity is 20.78 and it occurs in the pipe between nodes 509 and 510 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON 5TH CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 500A 0.0 1.101 E 3.825 0.670 78.794 to 150.0 0.0 3.825 0.0 500 0.0 0.0 0.0 4.495 0.0 Vel = 0 0.0 0.0 78.794 K Factor = 0 501A 0.0 1.101 2E 7.65 1.250 78.577 to 150.0 0.0 7.650 0.0 501 0.0 0.0 0.0 8.900 0.0 Vel = 0 0.0 0.0 78.577 K Factor = 0 502A 0.0 1.101 T 9.563 0.750 78.577 to 150.0 0.0 9.562 0.0 502 0.0 0.0 0.0 10.312 0.0 Vel = 0 0.0 0.0 78.577 K Factor = 0 504A 0.0 1.101 E 3.825 0.670 78.794 to 150.0 0.0 3.825 0.0 504 0.0 0.0 0.0 4.495 0.0 Vel = 0 0.0 0.0 78.794 K Factor = 0 500 0.0 1.101 2E 7.65 9.670 78.794 to 150.0 0.0 7.650 3.681 515 0.0 0.0 0.0 17.320 0.0 VeI = 0 0.0 0.0 82.475 K Factor = 0 501 0.0 1.101 0.0 8.000 78.577 to 150.0 0.0 0.0 0.0 502 0.0 0.0 0.0 8.000 0.0 Vel = 0 502 0.0 1.101 2E 7.65 2.920 78.577 to 150.0 0.0 7.650 0.0 503 0.0 0.0 0.0 10.570 0.0 Vel = 0 503 0.0 1.101 E 3.825 10.250 78.577 to 150.0 0.0 3.825 0.0 516 0.0 0.0 0.0 14.075 0.0 VeI = 0 516 0.0 1.101 T 9.563 3.170 78.577 to 150.0 0.0 9.562 3.898 517 0.0 0.0 0.0 12.732 0.0 Vel = 0 0.0 0.0 82.475 K Factor = 0 504 0.0 1.101 2E 7.65 9.670 78.794 to 150.0 0.0 7.650 3.681 518 0.0 0.0 0.0 17.320 0.0 Vel = 0 0.0 0.0 82.475 K Factor = 0 515 0.0 1.394 0.0 6.670 82.475 to 150.0 0.0 0.0 0.0 517 0.0 0.0 0.0 6.670 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON 5TH CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 517 0.0 1.394 0.0 6.670 82.475 to 150.0 0.0 0.0 0.0 518 0.0 0.0 0.0 6.670 0.0 Vel = 0 518 0.0 1.394 T 9.523 63.750 82.475 to 150.0 0.0 9.523 0.0 519 0.0 0.0 0.0 73.273 0.0 Vel = 0 519 0.0 1.394 T 9.523 108.920 82.475 to 150.0 0.0 9.523 0.0 520 0.0 0.0 0.0 118.443 0.0 Vel = 0 520 0.0 1.394 0.0 15.750 82.475 to 150.0 0.0 0.0 0.0 521 0.0 0.0 0.0 15.750 0.0 Vel = 0 521 0.0 4.26 0.0 10.500 82.475 to 120.0 0.0 0.0 0.0 532 0.0 0.0 0.0 10.500 0.0 Vel = 0 0.0 0.0 82.475 K Factor = 0 518 0.0 1.394 T 9.523 26.170 82.475 to 150.0 0.0 9.523 0.0 530 0.0 0.0 0.0 35.693 0.0 Vel = 0 530 0.0 1.394 2E 9.523 35.420 82.475 to 150.0 0.0 9.523 0.0 531 0.0 0.0 0.0 44.943 0.0 Vel = 0 531 0.0 1.394 E 4.762 85.170 82.475 to 150.0 T 9.523 14.284 0.0 532 0.0 0.0 0.0 99.454 0.0 Vel = 0 0.0 0.0 82.475 K Factor = 0 532 0.0 4.26 E 19.896 10.670 82.475 to 150.0 T 39.793 59.689 0.0 522 0.0 0.0 0.0 70.359 0.0 Vel = 0 0.0 0.0 82.475 K Factor = 0 505A 18.00 1.101 0.0 0.500 10.332 to 150.0 0.0 0.0 -0.169 505 18.0 0.0560 0.0 0.500 0.028 K Factor = 5.60 Vel = 6.07 0.0 18.00 10.191 K Factor = 5.64 506A 18.25 1.101 0.0 0.500 10.622 to 150.0 0.0 0.0 -0.217 506 18.25 0.0600 0.0 0.500 0.030 K Factor = 5.60 Vel = 6.15 0.0 18.25 10.435 K Factor = 5.65 507A 19.00 1.101 0.0 0.500 11.511 to 150.0 0.0 0.0 -0.217 507 19.0 0.0640 0.0 0.500 0.032 K Factor = 5.60 Vel = 6.40 0.0 19.00 11.326 K Factor = 5.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON 5TH CORRIDOR Date 09/06/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point at Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 508A 20.54 1.101 0.0 0.500 13.449 to 150.0 0.0 0.0 -0.217 508 20.54 0.0740 0.0 0.500 0.037 K Factor = 5.60 Vel = 6.92 0.0 20.54 13.269 K Factor = 5.64 590A 23.04 1.101 0.0 0.500 16.927 to 150.0 0.0 0.0 -0.217 509 23.04 0.0900 0.0 0.500 0.045 K Factor = 5.60 Vel = 7.76 0.0 23.04 16.755 K Factor = 5.63 505 18.00 1.394 0.0 13.750 10.191 to 150.0 0.0 0.0 0.0 506 18.0 0.0177 0.0 13.750 0.244 Vel = 3.78 506 18.25 1.394 0.0 13.750 10.435 to 150.0 0.0 0.0 0.0 507 36.25 0.0648 0.0 13.750 0.891 Vel = 7.62 507 19.00 1.394 0.0 13.750 11.326 to 150.0 0.0 0.0 0.0 508 55.25 0.1413 0.0 13.750 1.943 Vel = 11.61 508 20.54 1.394 0.0 13.750 13.269 to 150.0 0.0 0.0 0.0 509 75.79 0.2535 0.0 13.750 3.486 Vel = 15.93 509 to 510 23.04 98.83 1.394 150.0 0.4143 0.0 0.0 0.0 10.775 0.0 10.775 16.755 0.0 4.464 Vel = 20.78 510 to 511 0.0 98.83 1.394 150.0 0.4143 T 9.523 102.920 0.0 9.523 0.0 112.443 21.219 0.0 46.589 Vel = 20.78 511 to 512 0.0 98.83 1.394 150.0 0.4143 E 4.762 3.330 67.808 0.0 4.761 0.0 0.0 8.091 3.352 Vel = 20.78 512 0.0 1.394 T 9.523 9.080 71.160 to 150.0 0.0 9.523 3.608 522 98.83 0.4143 0.0 18.603 7.707 Vel = 20.78 522 0.0 4.26 E 13.167 8.750 82.475 to 120.0 Bvcb 15.8 84.269 0.0 R5 98.83 0.0027 S 28.968 93.019 0.253 T 26.334 Vel = 2.22 R5 0.0 6.357 2E 35.205 29.830 82.728 to 120.0 T 37.72 72.925 13.751 S12 98.83 0.0004 0.0 102.755 0.040 Vel = 1.00 S12 0.0 6.357 2E 35.205 13.330 96.519 to 120.0 B 12.573 85.498 0.0 S13 98.83 0.0004 T 37.72 98.828 0.038 Vel = 1.00 S13 0.0 6.357 3E 52.808 28.080 96.557 to 120.0 0.0 52.808 0.0 TOR 98.83 0.0004 0.0 80.888 0.031 Vel = 1.00 TOR 0.0 6.357 E 17.603 10.500 96.588 to 120.0 0.0 17.603 4.548 BOR 98.83 0.0004 0.0 28.103 0.011 Vel = 1.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON 5TH CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** BOR 0.0 6.357 T 37.72 1.000 101.147 to 120.0 0.0 37.720 0.0 BFO 98.83 0.0004 0.0 38.720 0.014 Vel = 1.00 BFO 0.0 6.357 0.0 3.000 101.161 to 120.0 0.0 0.0 6.000 BFI 98.83 0.0007 0.0 3.000 0.002 * * Fixed Loss = 6 Vel = 1.00 BFI 0.0 6.357 E 17.603 2.000 107.163 to 120.0 0.0 17.603 0.325 UG 98.83 0.0004 0.0 19.603 0.007 Vel = 1.00 UG 0.0 6.16 2E 40.168 73.110 107.495 to 140.0 F 10.042 93.247 0.0 UG1 98.83 0.0003 T 43.037 166.357 0.056 Vel = 1.06 UG1 0.0 10.28 E 33.148 118.750 107.551 to 140.0 T 75.336 116.018 0.433 POC 98.83 0.0 G 7.534 234.768 0.007 Vel = 0.38 250.00 Qa = 250.00 348.83 107.991 K Factor = 33.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i -1161k _ Fire Protection by Computer Design - / 9 3 O m� xj 0R. Pr- l nD N 00 Z(') nD o z1n c 1 z m z _0 Z m m .Z7 Project: Holiday Inn Express Tukwila, WA 0 - NZa ° —1 < 0 < 0 (D'o *co 'w�f a° ( D 5' rn (D 3 (p (0N ° m h ' m c r* ° • h�°��'3 • A 0 a N a E 3 vi ac ° cnocnQ v O C O - �c K Q N -o 7.‘ O Cn O Cr N 2 D 3 0 3 i ThO (0 ° a rt • 3 0 ° a, 0 r-1- rd rrn 0 = 0 3" `< O N m 3 0.5. 0 no7 ° m N o ��(DZ-- c (p ° T1 0 a O • 0 D„a 0g O rr-+_ fD`< • 0 N W n !� 7 -0 • O (/) n) j 7 (n Fo' (D .,W0 (D o CI 3 k*3 <.3 O 3 0_ -0 (D '-r 'a Tt° a m -s > 0 Q Q- ° a? N ,A .. CD 0 AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON CORRIDOR Building Location : ANDOVEER PARK E, TUKWILLA, WA System Contract Data File : AREA 4 LVL 4-CORRIDOR.WX4 : 4TH AREA 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/2016 Design Remote area number: 4TH AREA 4 Remote area location: 4th CORRIDOR Occupancy classification: ORD HAZ GP1 CORRIDOR Density: .15 Area of application: 5 HEADS Coverage per sprinkler: 112 Type of sprinklers calculated: TYCO FRB K=5.6 No. of sprinklers calculated: 5 In -rack demand: Hose streams: 250 Total water required (including hose streams): 334.6 - GPM @ 42.4 Type of system: WET PIPE Volume of dry or preaction system: - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYN E Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON CORRIDOR Page 2 Date 09/06/16 City Water Supply: C1 - Static Pressure : 150 C2 - Residual Pressure: 20 C2 - Residual Flow : 8000 Demand: D1 - Elevation : 18.840 D2 - System Flow : 84.851 D2 - System Pressure : 42.355 Hose ( Demand) : 250 D3 - System Demand : 334.851 Safety Margin : 107.278 180 168 156 p144 R 132 E 120 S 108 S 96 U 84 R 72 E 60 48 36 D3= 24C2 12 : C1 D2 a 1 D ,,............. .... .... .... , . .. . . 1 . . . . . . . . 1 . . . . . . . . . . . . . . . 1 . . . 1000 2000 3000 4000 5000 6000 FLOW (N^1.85) 7000 8000 9000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Fitting Legend Abbrev. Name Y 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. 4AA 71.0 10.28 na 4BB 71.0 10.13 na 4CC 71.0 10.11 na 4DD 71.0 10.33 na 41 AA 71.0 5.6 9.0 na 16.8 0.15 112 7.0 41 BB 71.0 5.6 9.05 na 16.85 0.15 112 7.0 41 CC 71.0 5.6 9.05 na 16.85 0.15 112 7.0 41 DD 71.0 5.6 9.23 na 17.01 0.15 112 7.0 41 EE 71.0 5.6 9.59 na 17.34 0.15 112 7.0 400 71.5 10.01 na 401 71.5 9.96 na 4B 71.5 9.91 na 4C 71.5 9.89 na 402 71.5 9.87 na 403 71.5 9.58 na 404 71.5 9.71 na 4A 71.5 10.07 na 4D 71.5 10.12 na 417 71.5 10.3 na 41B 71.5 9.33 na 41C 71.5 9.33 na 41D 71.5 9.52 na 408 71.5 9.62 na 41E 71.5 9.9 na 409 71.5 10.74 na 410 71.5 10.83 na 411 71.5 10.83 na 412 71.5 10.78 na 416 71.5 10.37 na 415 71.5 10.38 na 414 71.5 10.42 na 405 71.5 9.79 na 407 71.5 9.88 na 406 71.5 10.11 na 420 71.5 12.06 na 418 71.5 11.94 na 419 71.5 11.03 na 421 71.5 11.87 na 422 71.5 12.41 na 423 71.5 12.51 na 424 71.5 12.59 na 429 71.5 12.04 na 428 71.5 12.08 na 427 71.5 12.24 na 426 71.5 12.65 na 425 71.5 12.83 na 430 63.92 17.25 na R4 45.5 28.42 na S12 39.75 30.93 na S13 39.75 30.95 na L22 39.25 31.19 na R1 39.25 31.19 na TOR 39.75 30.98 na BOR 29.25 35.53 na BFO 29.25 35.54 na BFI 29.25 41.54 na UG 28.5 41.87 na UG1 28.5 41.92 na POC 27.5 42.36 na 250.0 The maximum velocity is 9.36 and it occurs in the pipe between nodes 426 and 425 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 4AA 0.0 1.101 T 9.563 0.500 10.282 to 150.0 0.0 9.562 -0.217 4A 0.0 0.0001 0.0 10.062 0.001 Vel = 0 0.0 0.0 10.066 K Factor = 0 4BB 0.0 1.101 T 9.563 0.500 10.128 to 150.0 0.0 9.562 -0.217 4B 0.0 0.0 0.0 10.062 0.0 Vel = 0 0.0 0.0 9.911 K Factor = 0 4CC 0.0 1.101 E 3.825 2.170 10.106 to 150.0 T 9.563 13.387 -0.217 4C 0.0 0.0 0.0 15.557 0.0 Vel = 0 0.0 0.0 9.889 K Factor = 0 4DD 0.0 1.101 T 9.563 0.500 10.334 to 150.0 0.0 9.562 -0.217 4D 0.0 0.0001 0.0 10.062 0.001 Vel = 0 0.0 0.0 10.118 K Factor = 0 41 AA 16.80 1.101 T 9.563 0.500 9.000 K Factor = 5.60 to 150.0 0.0 9.562 30.750 41A 16.8 0.0493 0.0 10.062 0.496 Vel = 5.66 0.0 16.80 40.246 K Factor = 2.65 41 BB 16.85 1.101 T 9.563 0.500 9.051 K Factor = 5.60 to 150.0 0.0 9.562 -0.217 41B 16.85 0.0496 0.0 10.062 0.499 Vel = 5.68 0.0 16.85 9.333 K Factor = 5.52 41 CC 16.85 1.101 T 9.563 0.500 9.050 K Factor = 5.60 to 150.0 0.0 9.562 -0.217 41C 16.85 0.0496 0.0 10.062 0.499 Vel = 5.68 0.0 16.85 9.332 K Factor = 5.52 41 DD 17.01 1.101 T 9.563 0.500 9.230 K Factor = 5.60 to 150.0 0.0 9.562 -0.217 41D 17.01 0.0505 0.0 10.062 0.508 Vel = 5.73 0.0 17.01 9.521 K Factor = 5.51 41 EE 17.34 1.101 T 9.563 0.500 9.593 K Factor = 5.60 to 150.0 0.0 9.562 -0.217 41E 17.34 0.0523 0.0 10.062 0.526 Vel = 5.84 0.0 17.34 9.902 K Factor = 5.51 400 -7.99 1.394 0.0 14.580 10.014 to 150.0 0.0 0.0 0.0 401 -7.99 -0.0039 0.0 14.580 -0.057 Vel = 1.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 401 0.0 1.394 T 9.523 2.000 9.957 to 150.0 0.0 9.523 0.0 4B -7.99 -0.0040 0.0 11.523 -0.046 Vel = 1.68 4B 0.0 1.394 0.0 5.500 9.911 to 150.0 0.0 0.0 0.0 4C -7.99 -0.0040 0.0 5.500 -0.022 Vel = 1.68 4C 0.0 1.394 0.0 3.670 9.889 to 150.0 0.0 0.0 0.0 402 -7.99 -0.0038 0.0 3.670 -0.014 Vel = 1.68 402 -9.56 1.394 T 9.523 8.000 9.875 to 150.0 0.0 9.523 0.0 403 -17.55 -0.0169 0.0 17.523 -0.297 Vel = 3.69 403 34.81 1.394 0.0 8.000 9.578 to 150.0 0.0 0.0 0.0 404 17.26 0.0164 0.0 8.000 0.131 Vel = 3.63 404 -7.24 1.394 0.0 13.670 9.709 to 150.0 0.0 0.0 0.0 405 10.02 0.0060 0.0 13.670 0.082 Vel = 2.11 0.0 10.02 9.791 K Factor = 3.20 400 7.99 1.394 T 9.523 3.500 10.014 to 150.0 0.0 9.523 0.0 4A 7.99 0.0040 0.0 13.023 0.052 Vel = 1.68 4A to 4D 4D to 417 417 to 416 0.0 7.99 1.394 150.0 0.0039 0.0 0.0 0.0 13.170 0.0 13.170 10.066 0.0 0.052 Vel = 1.68 0.0 7.99 1.394 150.0 0.0040 T 9.523 36.500 10.118 0.0 9.523 0.0 0.0 46.023 0.182 Vel = 1.68 -4.19 417 to 415 402 to 414 403 to 41A 3.8 0.0 3.80 4.19 4.19 0.0 4.19 9.56 9.56 0.0 9.56 - 16.80 - 16.8 1.394 150.0 0.0010 E 4.762 53.750 10.300 T 9.523 14.284 0.0 0.0 68.034 0.068 Vel = 0.80 10.368 K Factor = 1.18 1.394 150.0 0.0012 E 4.762 51.750 10.300 T 9.523 14.284 0.0 0.0 66.034 0.079 Vel = 0.88 10.379 K Factor = 1.30 1.394 150.0 0.0055 T 9.523 89.250 9.875 0.0 9.523 0.0 0.0 98.773 0.544 Vel = 2.01 10.419 K Factor = 2.96 1.394 150.0 -0.0156 T 9.523 9.600 9.578 0.0 9.523 30.967 0.0 19.123 -0.299 Vel = 3.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 -16.80 40.246 K Factor = -2.65 403 to 41B -18.02 -18.02 1.394 150.0 - 0.0178 T 9.523 4.250 9.578 0.0 9.523 0.0 0.0 13.773 -0.245 Vel = 3.79 41B to 41C 16.85 -1.17 1.394 150.0 - 0.0001 0.0 0.0 0.0 13.750 0.0 13.750 9.333 0.0 -0.001 Vel = 0.25 41C to 41D 16.85 15.68 1.394 150.0 0.0137 0.0 0.0 0.0 13.750 0.0 13.750 9.332 0.0 0.189 Vel = 3.30 41D 17.01 1.394 0.0 1.920 9.521 to 150.0 0.0 0.0 0.0 408 32.69 0.0531 0.0 1.920 0.102 Vel = 6.87 408 -10.02 1.394 0.0 10.250 9.623 to 150.0 0.0 0.0 0.0 41E 22.67 0.0272 0.0 10.250 0.279 Vel = 4.77 41E 17.34 1.394 0.0 10.750 9.902 to 150.0 0.0 0.0 0.0 409 40.01 0.0778 0.0 10.750 0.836 Vel = 8.41 409 -25.62 1.394 0.0 8.000 10.738 to 150.0 0.0 0.0 0.0 410 14.39 0.0118 0.0 8.000 0.094 Vel = 3.02 410 -14.87 1.394 0.0 10.170 10.832 to 150.0 0.0 0.0 0.0 411 -0.48 0.0 0.0 10.170 0.0 Vel = 0.10 411 to 412 -8.11 -8.59 1.394 150.0 -0.0045 0.0 0.0 0.0 11.000 0.0 11.000 10.832 0.0 -0.050 Vel = 1.81 412 to 413 -8.96 -17.55 1.394 150.0 - 0.0170 T 9.523 3.920 10.782 0.0 9.523 30.967 0.0 13.443 -0.228 Vel = 3.69 0.0 -17.55 41.521 K Factor = -2.72 416 to 415 3.80 3.8 1.394 150.0 0.0010 0.0 0.0 0.0 11.000 0.0 11.000 10.368 0.0 0.011 Vel = 0.80 415 to 414 4.19 7.99 1.394 150.0 0.0040 0.0 0.0 0.0 10.080 0.0 10.080 10.379 0.0 0.040 Vel = 1.68 414 to 413 9.56 17.55 1.394 150.0 0.0169 0.0 0.0 0.0 8.000 0.0 8.000 10.419 30.967 0.135 Vel = 3.69 0.0 17.55 41.521 K Factor = 2.72 404 7.24 1.394 2T 19.046 33.670 9.709 to 150.0 0.0 19.047 0.0 407 7.24 0.0033 0.0 52.717 0.174 Vel = 1.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 7.24 9.883 K Factor = 2.30 405 10.02 1.394 2T 19.046 33.670 9.791 to 150.0 0.0 19.047 0.0 406 10.02 0.0060 0.0 52.717 0.317 Vel = 2.11 0.0 10.02 10.108 K Factor = 3.15 408 10.03 1.394 T 9.523 33.670 9.623 to 150.0 0.0 9.523 0.0 407 10.03 0.0060 0.0 43.193 0.260 Vel = 2.11 407 7.24 1.394 0.0 13.670 9.883 to 150.0 0.0 0.0 0.0 406 17.27 0.0165 0.0 13.670 0.225 Vel = 3.63 406 10.02 1.394 0.0 50.920 10.108 to 150.0 0.0 0.0 0.0 420 27.29 0.0383 0.0 50.920 1.950 Vel = 5.74 420 -15.30 1.394 E 4.762 28.170 12.058 to 150.0 T 9.523 14.284 0.0 422 11.99 0.0084 0.0 42.454 0.356 Vel = 2.52 0.0 11.99 12.414 K Factor = 3.40 420 15.30 1.394 E 4.762 26.170 12.058 to 150.0 T 9.523 14.284 0.0 424 15.3 0.0132 0.0 40.454 0.532 Vel = 3.22 0.0 15.30 12.590 K Factor = 4.31 409 25.62 1.394 T 9.523 25.670 10.738 to 150.0 0.0 9.523 0.0 418 25.62 0.0341 0.0 35.193 1.200 Vel = 5.39 418 -12.58 1.394 E 4.762 76.580 11.938 to 150.0 T 9.523 14.284 0.0 425 13.04 0.0098 0.0 90.864 0.888 Vel = 2.74 0.0 13.04 12.826 K Factor = 3.64 418 12.58 1.394 T 9.523 68.580 11.938 to 150.0 0.0 9.523 0.0 426 12.58 0.0092 0.0 78.103 0.715 Vel = 2.64 0.0 12.58 12.653 K Factor = 3.54 410 14.86 1.394 2T 19.046 94.250 10.832 to 150.0 0.0 19.047 0.0 427 14.86 0.0124 0.0 113.297 1.410 Vel = 3.12 0.0 14.86 12.242 K Factor = 4.25 411 8.12 1.394 E 4.762 34.000 10.832 to 150.0 T 9.523 14.284 0.0 419 8.12 0.0041 0.0 48.284 0.196 Vel = 1.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 9 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 8.12 11.028 K Factor = 2.45 412 8.96 1.394 E 4.762 36.080 10.782 to 150.0 T 9.523 14.284 0.0 419 8.96 0.0049 0.0 50.364 0.246 Vel = 1.88 419 8.12 1.394 T 9.523 43.000 11.028 to 150.0 0.0 9.523 0.0 421 17.08 0.0161 0.0 52.523 0.846 Vel = 3.59 421 -7.90 1.394 E 4.762 26.170 11.874 to 150.0 T 9.523 14.284 0.0 428 9.18 0.0051 0.0 40.454 0.206 Vel = 1.93 0.0 9.18 12.080 K Factor = 2.64 421 7.90 1.394 E 4.762 28.170 11.874 to 150.0 T 9.523 14.284 0.0 429 7.9 0.0039 0.0 42.454 0.164 Vel = 1.66 0.0 7.90 12.038 K Factor = 2.28 422 11.99 1.394 0.0 11.000 12.414 to 150.0 0.0 0.0 0.0 423 11.99 0.0084 0.0 11.000 0.092 Vel = 2.52 423 0.0 1.394 0.0 10.010 12.506 to 150.0 0.0 0.0 0.0 424 11.99 0.0084 0.0 10.010 0.084 Vel = 2.52 424 15.30 1.394 0.0 6.170 12.590 to 150.0 0.0 0.0 0.0 425 27.29 0.0382 0.0 6.170 0.236 Vel = 5.74 0.0 27.29 12.826 K Factor = 7.62 429 7.90 1.394 0.0 11.000 12.038 to 150.0 0.0 0.0 0.0 428 7.9 0.0038 0.0 11.000 0.042 Vel = 1.66 428 9.18 1.394 0.0 10.080 12.080 to 150.0 0.0 0.0 0.0 427 17.08 0.0161 0.0 10.080 0.162 Vel = 3.59 427 14.86 1.394 0.0 8.000 12.242 to 150.0 0.0 0.0 0.0 426 31.94 0.0514 0.0 8.000 0.411 Vel = 6.71 426 12.58 1.394 0.0 1.830 12.653 to 150.0 0.0 0.0 0.0 425 44.52 0.0945 0.0 1.830 0.173 Vel = 9.36 0.0 44.52 12.826 K Factor = 12.43 425 84.85 2.157 T 12.307 8.000 12.826 to 120.0 0.0 12.307 3.283 430 84.85 0.0563 0.0 20.307 1.144 Vel = 7.45 430 0.0 2.157 Bvca 7.384 11.080 17.253 to 120.0 S 13.537 45.535 7.978 R4 84.85 0.0563 2E 12.307 56.615 3.189 Vel = 7.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 10 HI TUKIWILA WASHINGTON CORRIDOR Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T 12.307 R4 0.0 6.357 2E 35.205 27.830 28.420 to 120.0 0.0 35.205 2.490 S12 84.85 0.0003 0.0 63.035 0.019 Vel = 0.86 S12 0.0 6.357 E 17.603 12.580 30.929 to 120.0 T 37.72 67.896 0.0 S13 84.85 0.0003 B 12.573 80.476 0.024 Vel = 0.86 S13 0.0 6.357 3E 52.808 28.080 30.953 to 120.0 0.0 52.808 0.0 TOR 84.85 0.0003 0.0 80.888 0.023 VeI = 0.86 0.0 84.85 30.976 K Factor = 15.25 L22 0.0 3.26 E 9.408 32.830 31.193 to 120.0 T 20.159 29.567 0.0 R1 0.0 0.0 0.0 62.397 0.0 Vel = 0 R1 0.0 6.357 5E 88.014 43.330 31.193 to 120.0 0.0 88.014 -0.217 TOR 0.0 0.0 0.0 131.344 0.0 Vel = 0 TOR 84.85 6.357 E 17.603 10.500 30.976 to 120.0 0.0 17.603 4.548 BOR 84.85 0.0003 0.0 28.103 0.008 Vel = 0.86 BOR 0.0 6.357 T 37.72 1.000 35.532 to 120.0 0.0 37.720 0.0 BFO 84.85 0.0003 0.0 38.720 0.011 Vel = 0.86 BFO 0.0 6.357 0.0 3.000 35.543 to 120.0 0.0 0.0 6.000 BFI 84.85 0.0003 0.0 3.000 0.001 * * Fixed Loss = 6 Vel = 0.86 BFI 0.0 6.357 E 17.603 2.000 41.544 to 120.0 0.0 17.603 0.325 UG 84.85 0.0003 0.0 19.603 0.006 Vel = 0.86 UG 0.0 6.16 2E 40.168 73.110 41.875 to 140.0 F 10.042 93.247 0.0 UG1 84.85 0.0003 T 43.037 166.357 0.042 Vel = 0.91 UG1 0.0 10.28 E 33.148 118.750 41.917 to 140.0 T 75.336 116.018 0.433 POC 84.85 0.0 G 7.534 234.768 0.005 Vel = 0.33 250.00 Qa = 250.00 334.85 42.355 K Factor = 51.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ Fire Protection by Computer Design C£� Project: Holiday Inn Express — Tukwila, WA 7 0 - NZa co 00p�7 7 7' < 3 < -o a (n' (D(D D S (, ( fiw ° 7 6�0�-'� co a) a) a 0 (D < n� Q n (D C ! On ..--( ° 2 - CU• O o fD (2,- u, ` O O S (D 2 S y; 0 an ° S C) ° (D 0 .-r • o — ti O S `< (D m 3 0 = xo3-7 °a a ° (D • Po0 f S o -' 7 (T (7 L7 5. :-, ° tO a• <. -•-(n- (D O (D 7 D -. 0 7 0-- i t° -,. O ° r�7 (DK n (1)S (rl -4 0 S c ° 0 0 O 6 7 (1) N.) a o -01:) '0 O h ° 0) 0 CD W o C o. �0 3 1°3 < 3 ;1,, (D N D 0 7 rt CO o- CD CL 7" 0 ° N4,f h(D NI O ,: (SD -0 0) ° ° ° AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON PORTE COCHERE Building Location : 91ANDOVEER PARK E, TUKWILLA, WA System : PORTE COCHERE Contract Data File : AREA 3 PORTE COCHERE.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON PORTE COCHERE Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: PORTE COCHERE Remote area location: PORTE COCHERE Occupancy classification: ORDINARY HAZARD Density: .15 Area of application: ENTIRE AREA Coverage per sprinkler: 64 Type of sprinklers calculated: TYCO FRB K=5.6 No. of sprinklers calculated: 36 In -rack demand: Hose streams: 250 Total water required (including hose streams): 978.1 - GPM Type of system: DRY PIPE Volume of dry or preaction system: 160 - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) @ 91.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON PORTE COCHERE Page 2 Date 09/06/16 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 9.528 C2 - Residual Pressure: 20 D2 - System Flow : 728.099 C2 - Residual Flow : 8000 D2 - System Pressure : 91.525 Hose ( Demand) : 250 D3 - System Demand : 978.099 Safety Margin : 55.812 180 168 156 P 144 R 132 E 120 S 108 S 96 U 84 14 R 72 E 60 48 36 24 12 C1 D2 ro 1 1 C2 D1 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON PORTE COCHERE Date 09/06/16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 3/ 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 D Dry Rel D 28 47 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON PORTE COCHERE Date 09/06/16 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. D1 42.25 5.6 10.53 na 18.17 0.15 64 7.0 D2 42.25 5.6 10.79 na 18.4 0.15 64 7.0 D3 42.25 5.6 11.74 na 19.18 0.15 64 7.0 D4 42.25 5.6 13.8 na 20.8 0.15 64 7.0 D5 42.25 5.6 17.51 na 23.43 0.15 64 7.0 D6 42.25 5.6 24.34 na 27.63 0.15 64 7.0 D8 44.83 5.6 8.18 na 16.01 0.15 64 7.0 D9 44.83 5.6 8.38 na 16.21 0.15 64 7.0 D10 44.83 5.6 9.13 na 16.92 0.15 64 7.0 D11 44.83 5.6 10.77 na 18.37 0.15 64 7.0 D12 44.83 5.6 13.71 na 20.73 0.15 64 7.0 D13 44.83 5.6 19.13 na 24.49 0.15 64 7.0 D14 44.83 19.62 na D16 49.5 5.6 7.0 na 14.82 0.15 64 7.0 D17 49.5 5.6 7.18 na 15.0 0.15 64 7.0 D18 49.5 5.6 7.83 na 15.67 0.15 64 7.0 D19 49.5 5.6 9.24 na 17.02 0.15 64 7.0 D20 49.5 5.6 11.79 na 19.23 0.15 64 7.0 D21 49.5 5.6 16.49 na 22.74 0.15 64 7.0 D22 49.5 16.93 na D24 49.5 5.6 8.3 na 16.14 0.15 64 7.0 D25 49.5 5.6 8.51 na 16.34 0.15 64 7.0 D26 49.5 5.6 9.27 na 17.05 0.15 64 7.0 D27 49.5 5.6 10.93 na 18.51 0.15 64 7.0 D28 49.5 5.6 13.91 na 20.89 0.15 64 7.0 D29 49.5 5.6 19.41 na 24.67 0.15 64 7.0 D30 49.5 19.91 na BL5 0.0 28.44 na D32 44.83 5.6 9.34 na 17.12 0.15 64 7.0 D33 44.83 5.6 9.57 na 17.33 0.15 64 7.0 D34 44.83 5.6 10.42 na 18.08 0.15 64 7.0 D35 44.83 5.6 12.27 na 19.61 0.15 64 7.0 D36 44.83 5.6 15.59 na 22.11 0.15 64 7.0 D37 44.83 5.6 21.71 na 26.1 0.15 64 7.0 D38 44.83 22.27 na BL6 0.0 28.44 na D40 42.25 5.6 14.51 na 21.33 0.15 64 7.0 D41 42.25 5.6 14.86 na 21.58 0.15 64 7.0 D42 42.25 5.6 16.13 na 22.49 0.15 64 7.0 D43 42.25 5.6 18.9 na 24.35 0.15 64 7.0 D44 42.25 5.6 23.88 na 27.36 0.15 64 7.0 D45 42.25 5.6 33.04 na 32.19 0.15 64 7.0 D7 42.25 24.96 na D15 42.25 25.06 na D23 42.25 25.64 na D31 42.25 26.35 na D39 42.25 28.27 na D46 42.25 33.86 na D47 42.25 34.37 na D48 40.75 61.25 na DTOR 40.75 64.38 na DBOR 40.75 76.21 na BFO 29.25 81.56 na BFI 29.25 87.61 na UG 28.5 88.56 na UG1 28.5 90.83 na POC 27.5 91.52 na 250.0 The maximum velocity is 23.01 and it occurs in the pipe between nodes D44 and D46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON PORTE COCHERE Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** D1 to D2 18.17 18.17 1.442 100.0 0.0324 0.0 8.000 10.531 K Factor = 5.60 0.0 0.0 0.0 0.0 8.000 0.259 Vel = 3.57 D2 18.40 1.442 0.0 8.000 10.790 to 100.0 0.0 0.0 0.0 D3 36.57 0.1182 0.0 8.000 0.946 K Factor = 5.60 Vel = 7.18 D3 19.18 1.442 0.0 8.000 11.736 to 100.0 0.0 0.0 0.0 D4 55.75 0.2580 0.0 8.000 2.064 K Factor = 5.60 Vel = 10.95 D4 20.80 1.442 0.0 8.000 13.800 to 100.0 0.0 0.0 0.0 D5 76.55 0.4638 0.0 8.000 3.710 K Factor = 5.60 Vel = 15.04 D5 23.44 1.442 T 5.304 4.500 17.510 to 100.0 0.0 5.304 0.0 D7 99.99 0.7601 0.0 9.804 7.452 K Factor = 5.60 Vel = 19.64 0.0 99.99 24.962 K Factor = 20.01 D6 27.63 1.442 T 5.304 3.500 24.342 to 100.0 0.0 5.304 0.0 D7 27.63 0.0704 0.0 8.804 0.620 K Factor = 5.60 Vel = 5.43 0.0 27.63 24.962 K Factor = 5.53 D8 16.01 1.442 0.0 8.000 8.178 to 100.0 0.0 0.0 0.0 D9 16.01 0.0256 0.0 8.000 0.205 K Factor = 5.60 Vel = 3.15 D9 to D10 16.22 32.23 1.442 100.0 0.0936 0.0 0.0 0.0 8.000 0.0 8.000 8.383 0.0 0.749 K Factor = 5.60 Vel = 6.33 D10 to D 11 16.92 49.15 1.442 100.0 0.2042 0.0 0.0 0.0 8.000 0.0 8.000 9.132 0.0 1.634 K Factor = 5.60 Vel = 9.66 O 11 to D12 18.38 67.53 1.442 100.0 0.3678 0.0 0.0 0.0 8.000 0.0 8.000 10.766 0.0 2.942 K Factor = 5.60 Vel = 13.27 D12 to D14 20.73 88.26 1.442 100.0 0.6034 T 5.304 4.500 13.708 0.0 5.304 0.0 0.0 9.804 5.916 K Factor = 5.60 Vel = 17.34 0.0 88.26 19.624 K Factor = 19.92 D13 24.49 1.442 T 5.304 3.500 19.128 to 100.0 0.0 5.304 0.0 D14 24.49 0.0563 0.0 8.804 0.496 K Factor = 5.60 Vel = 4.81 D14 to D15 88.26 112.75 1.682 100.0 0.4485 T 7.065 2.570 19.624 0.0 7.066 1.117 0.0 9.636 4.322 Vel = 16.28 0.0 112.75 25.063 K Factor = 22.52 D16 to D17 14.82 14.82 1.442 100.0 0.0222 0.0 0.0 0.0 8.000 0.0 8.000 7.000 0.0 0.178 K Factor = 5.60 Vel = 2.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON PORTE COCHERE Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes D17 to D18 15.00 29.82 1.442 100.0 0.0810 0.0 8.000 7.178 K Factor = 5.60 0.0 0.0 0.0 0.0 8.000 0.648 Vel = 5.86 D18 to D19 15.67 45.49 1.442 100.0 0.1771 0.0 0.0 0.0 8.000 0.0 8.000 7.826 0.0 1.417 K Factor = 5.60 Vel = 8.94 D19 17.02 1.442 0.0 8.000 9.243 to 100.0 0.0 0.0 0.0 D20 62.51 0.3188 0.0 8.000 2.550 K Factor = 5.60 Vel = 12.28 D20 19.23 1.442 T 5.304 4.500 11.793 to 100.0 0.0 5.304 0.0 D22 81.74 0.5236 0.0 9.804 5.133 K Factor = 5.60 Vel = 16.06 0.0 81.74 16.926 K Factor = 19.87 D21 22.74 1.442 T 5.304 3.500 16.494 to 100.0 0.0 5.304 0.0 D22 22.74 0.0491 0.0 8.804 0.432 K Factor = 5.60 Vel = 4.47 D22 81.74 1.682 T 7.065 7.250 16.926 to 100.0 0.0 7.066 3.140 D23 104.48 0.3896 0.0 14.316 5.577 Vel = 15.09 0.0 104.48 25.643 K Factor = 20.63 D24 16.14 1.442 0.0 8.000 8.304 to 100.0 0.0 0.0 0.0 D25 16.14 0.0261 0.0 8.000 0.209 K Factor = 5.60 Vel = 3.17 D25 16.34 1.442 0.0 8.000 8.513 to 100.0 0.0 0.0 0.0 D26 32.48 0.0949 0.0 8.000 0.759 K Factor = 5.60 Vel = 6.38 D26 17.05 1.442 0.0 8.000 9.272 to 100.0 0.0 0.0 0.0 D27 49.53 0.2072 0.0 8.000 1.658 K Factor = 5.60 Vel = 9.73 D27 18.51 1.442 0.0 8.000 10.930 to 100.0 0.0 0.0 0.0 D28 68.04 0.3729 0.0 8.000 2.983 K Factor = 5.60 Vel = 13.37 D28 20.89 1.442 T 5.304 4.500 13.913 to 100.0 0.0 5.304 0.0 D30 88.93 0.6120 0.0 9.804 6.000 K Factor = 5.60 Vel = 17.47 0.0 88.93 19.913 K Factor = 19.93 D29 24.67 1.442 T 5.304 3.500 19.410 to 100.0 0.0 5.304 0.0 D30 24.67 0.0571 0.0 8.804 0.503 K Factor = 5.60 Vel = 4.85 D30 88.93 1.682 0.0 7.250 19.913 to 100.0 0.0 0.0 3.140 D31 113.6 0.4548 0.0 7.250 3.297 Vel = 16.40 0.0 113.60 26.350 K Factor = 22.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON PORTE COCHERE Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes D32 17.12 1.442 0.0 8.000 9.342 K Factor = 5.60 to 100.0 0.0 0.0 0.0 D33 17.12 0.0290 0.0 8.000 0.232 Vel = 3.36 D33 17.32 1.442 0.0 8.000 9.574 to 100.0 0.0 0.0 0.0 D34 34.44 0.1059 0.0 8.000 0.847 K Factor = 5.60 Vel = 6.77 D34 18.08 1.442 0.0 8.000 10.421 to 100.0 0.0 0.0 0.0 D35 52.52 0.2309 0.0 8.000 1.847 K Factor = 5.60 Vel = 10.32 D35 19.62 1.442 0.0 8.000 12.268 to 100.0 0.0 0.0 0.0 D36 72.14 0.4155 0.0 8.000 3.324 K Factor = 5.60 Vel = 14.17 D36 22.11 1.442 T 5.304 4.500 15.592 to 100.0 0.0 5.304 0.0 D38 94.25 0.6814 0.0 9.804 6.680 K Factor = 5.60 Vel = 18.52 0.0 94.25 22.272 K Factor = 19.97 D37 26.10 1.442 T 5.304 3.500 21.715 to 100.0 0.0 5.304 0.0 D38 26.1 0.0633 0.0 8.804 0.557 K Factor = 5.60 Vel = 5.13 D38 94.24 1.682 T 7.065 2.570 22.272 to 100.0 0.0 7.066 1.117 D39 120.34 0.5061 0.0 9.636 4.877 Vel = 17.38 0.0 120.34 28.266 K Factor = 22.63 D40 21.33 1.442 0.0 8.000 14.506 to 100.0 0.0 0.0 0.0 D41 21.33 0.0436 0.0 8.000 0.349 K Factor = 5.60 Vel = 4.19 D41 21.58 1.442 0.0 8.000 14.855 to 100.0 0.0 0.0 0.0 D42 42.91 0.1590 0.0 8.000 1.272 K Factor = 5.60 Vel = 8.43 D42 22.49 1.442 0.0 8.000 16.127 to 100.0 0.0 0.0 0.0 D43 65.4 0.3465 0.0 8.000 2.772 K Factor = 5.60 Vel = 12.85 D43 24.35 1.442 0.0 8.000 18.899 to 100.0 0.0 0.0 0.0 D44 89.75 0.6224 0.0 8.000 4.979 K Factor = 5.60 Vel = 17.63 D44 27.36 1.442 T 5.304 4.500 23.878 to 100.0 0.0 5.304 0.0 D46 117.11 1.0184 0.0 9.804 9.984 K Factor = 5.60 Vel = 23.01 0.0 117.11 33.862 K Factor = 20.13 D45 32.19 1.442 T 5.304 3.500 33.040 to 100.0 0.0 5.304 0.0 D46 32.19 0.0934 0.0 8.804 0.822 K Factor = 5.60 Vel = 6.32 0.0 32.19 33.862 K Factor = 5.53 D7 127.62 3.26 0.0 4.500 24.962 to 100.0 0.0 0.0 0.0 D15 127.62 0.0224 0.0 4.500 0.101 Vel = 4.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON PORTE COCHERE Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** D15 112.75 3.26 0.0 8.000 25.063 to 100.0 0.0 0.0 0.0 D23 240.37 0.0725 0.0 8.000 0.580 Vel = 9.24 D23 104.48 3.26 0.0 5.000 25.643 to 100.0 0.0 0.0 0.0 D31 344.85 0.1414 0.0 5.000 0.707 Vel = 13.26 D31 113.61 3.26 0.0 8.000 26.350 to 100.0 0.0 0.0 0.0 D39 458.46 0.2395 0.0 8.000 1.916 Vel = 17.62 D39 120.34 3.26 T 14.388 2.170 28.266 to 100.0 0.0 14.387 0.0 D47 578.8 0.3685 0.0 16.557 6.101 Vel = 22.25 0.0 578.80 34.367 K Factor = 98.73 D46 149.30 3.26 T 14.388 2.420 33.862 to 100.0 0.0 14.387 0.0 D47 149.3 0.0300 0.0 16.807 0.505 Vel = 5.74 D47 578.80 4.26 4E 37.589 133.750 34.367 to 100.0 0.0 37.589 0.650 D48 728.1 0.1531 0.0 171.339 26.231 Vel = 16.39 D48 0.0 4.26 E 9.397 11.080 61.248 to 100.0 0.0 9.397 0.0 DTOR 728.1 0.1531 0.0 20.477 3.135 Vel = 16.39 DTOR 0.0 4.26 E 9.397 11.500 64.383 to 100.0 T 18.795 65.781 0.0 DBOR 728.1 0.1531 Bvcb 11.277 77.281 11.832 D 26.313 Vel = 16.39 DBOR 0.0 6.357 E 17.603 6.000 76.215 to 120.0 0.0 17.603 4.981 BFO 728.1 0.0155 0.0 23.603 0.366 Vel = 7.36 BFO 0.0 6.357 0.0 3.000 81.562 to 120.0 0.0 0.0 6.000 BFI 728.1 0.0157 0.0 3.000 0.047 * * Fixed Loss = 6 Vel = 7.36 BFI 0.0 6.357 2E 35.205 5.000 87.609 to 120.0 0.0 35.205 0.325 UG 728.1 0.0155 0.0 40.205 0.625 Vel = 7.36 UG 0.0 6.16 2E 40.168 73.110 88.559 to 140.0 F 10.042 93.247 0.0 UG1 728.1 0.0136 T 43.037 166.357 2.268 Vel = 7.84 UG1 0.0 10.28 E 33.148 118.750 90.827 to 140.0 T 75.336 116.018 0.433 POC 728.1 0.0011 G 7.534 234.768 0.265 Vel = 2.81 250.00 Qa = 250.00 978.10 91.525 K Factor = 102.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ Fire Protection by Computer Design no m� 0 R m nD �w 00 Z_n 0D O-1 zm c r- 0 0 m z 0 Z m m Z7 VM 'oIM>1nl — ssaJdx3 uui AopIIoH :}oafoad N AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON COMMON AREA Building Location : 91ANDOVEER PARK E, TUKWILLA, WA System : AREA 2 Contract Data File : AREA 2 LVL 1-1.wx1.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: AREA 2 Remote area location: 1st FLOOR COMMON AREA Occupancy classification: ORDINARY HAZARD Density: .15 Area of application: 1500 Coverage per sprinkler: 122 Type of sprinklers calculated: TYCO -FRB No. of sprinklers calculated: 13 In -rack demand: Hose streams: 250 Total water required (including hose streams): 511.1 - GPM @ 65.9 Type of system: WET PIPE Volume of dry or preaction system: - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON COMMON AREA Page 2 Date 09/06/16 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 4.981 C2 - Residual Pressure: 20 D2 - System Flow : 261.083 C2 - Residual Flow : 8000 D2 - System Pressure : 65.857 Hose ( Demand) : 250 D3 - System Demand : 511.083 Safety Margin : 83.341 180 168 156 p 144 R132 E 120 S 108 S 96 u 84 R 72 E60D3 48 36 24 12 C1 D2 C2 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 Fitting Legend Abbrev. Name Y 3/4 1 1'4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 - S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. L1A 39.0 5.6 10.68 na 18.3 0.15 122 7.0 L2A 39.0 5.6 10.82 na 18.42 0.15 122 7.0 L3A 39.0 5.6 11.55 na 19.04 0.15 122 7.0 L4A 39.0 5.6 13.16 na 20.31 0.15 122 7.0 L6A 39.0 5.6 11.2 na 18.74 0.15 122 7.0 L7A 39.0 5.6 11.42 na 18.92 0.15 122 7.0 L8A 39.0 5.6 12.2 na 19.56 0.15 122 7.0 L9A 39.0 5.6 13.91 na 20.89 0.15 122 7.0 L11A 39.0 5.6 12.25 na 19.6 0.15 122 7.0 L12A 39.0 5.6 12.48 na 19.78 0.15 122 7.0 L13A 39.0 5.6 13.32 na 20.44 0.15 122 7.0 L14A 39.0 5.6 15.13 na 21.78 0.15 122 7.0 L16A 39.0 21.62 na L17A 39.0 21.62 na L18A 39.0 21.62 na L19A 39.0 5.6 20.42 na 25.3 0.15 122 7.0 L1 40.0 11.24 na L2 40.0 11.39 na L3 40.0 12.19 na L4 40.0 13.93 na L6 40.0 11.46 na L7 40.0 11.69 na L8 40.0 12.52 na L9 40.0 14.32 na L11 40.0 12.89 na L12 40.0 13.14 na L13 40.0 14.05 na L14 40.0 16.0 na L16 40.0 21.19 na L17 40.0 21.19 na L18 40.0 21.19 na L19 40.0 21.19 na L5 39.25 19.29 na L10 39.25 19.94 na L15 39.25 22.06 na L20 39.25 22.17 na L21 39.25 22.25 na M50 39.25 45.71 na M54 39.25 46.42 na M56 39.25 47.14 na M58 39.25 47.65 na L22 39.25 49.41 na R1 39.25 53.74 na S12 39.75 53.54 na S13 39.75 53.73 na TOR 39.75 53.96 na BOR 29.25 58.58 na BFO 29.25 58.67 na BFI 29.25 64.67 na UG 28.5 65.04 na UG1 28.5 65.38 na POC 27.5 65.86 na 250.0 The maximum velocity is 22.92 and it occurs in the pipe between nodes L21 and M50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes L1A 18.30 1.049 E 2.0 2.000 to 120.0 T 5.0 7.000 L1 18.3 0.1104 0.0 9.000 10.679 K Factor = 5.60 -0.433 0.994 Vel = 6.79 0.0 18.30 11.240 K Factor = 5.46 L2A 18.42 1.049 E 2.0 2.000 to 120.0 T 5.0 7.000 L2 18.42 0.1117 0.0 9.000 10.816 -0.433 1.005 K Factor = 5.60 Vel = 6.84 0.0 18.42 11.388 K Factor = 5.46 L3A 19.04 1.049 E 2.0 2.000 to 120.0 T 5.0 7.000 L3 19.04 0.1187 0.0 9.000 11.555 -0.433 1.068 K Factor = 5.60 Vel = 7.07 0.0 19.04 12.190 K Factor = 5.45 L4A 20.31 1.049 E 2.0 2.000 13.156 to 120.0 T 5.0 7.000 -0.433 L4 20.31 0.1339 0.0 9.000 1.205 K Factor = 5.60 Vel = 7.54 0.0 20.31 13.928 K Factor = 5.44 L6A 18.74 1.049 T 5.0 1.000 to 120.0 0.0 5.000 L6 18.74 0.1153 0.0 6.000 11.201 -0.433 0.692 K Factor = 5.60 Vel = 6.96 0.0 18.74 11.460 K Factor = 5.54 L7A 18.92 1.049 T 5.0 1.000 to 120.0 0.0 5.000 L7 18.92 0.1175 0.0 6.000 11.417 -0.433 0.705 K Factor = 5.60 Vel = 7.02 0.0 18.92 11.689 K Factor = 5.53 L8A 19.56 1.049 T 5.0 1.000 to 120.0 0.0 5.000 L8 19.56 0.1248 0.0 6.000 12.204 -0.433 0.749 K Factor = 5.60 Vel = 7.26 0.0 19.56 12.520 K Factor = 5.53 L9A 20.89 1.049 T 5.0 1.000 13.910 to 120.0 0.0 5.000 -0.433 L9 20.89 0.1410 0.0 6.000 0.846 K Factor = 5.60 Vel = 7.75 0.0 20.89 14.323 K Factor = 5.52 L11A to L11 19.60 19.6 1.049 120.0 0.1253 E 2.0 T 5.0 0.0 1.580 7.000 8.580 12.252 -0.433 1.075 K Factor = 5.60 Vel = 7.28 0.0 19.60 12.894 K Factor = 5.46 L12A to L12 19.78 19.78 1.049 120.0 0.1275 E 2.0 T 5.0 0.0 1.580 7.000 8.580 12.482 -0.433 1.094 K Factor = 5.60 Vel = 7.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 19.78 13.143 K Factor = 5.46 L13A to L13 20.44 20.44 1.049 120.0 0.1354 E 2.0 T 5.0 0.0 1.580 7.000 8.580 13.317 - 0.433 1.162 K Factor = 5.60 Vel = 7.59 0.0 20.44 14.046 K Factor = 5.45 L14A 21.78 1.049 E 2.0 1.580 15.129 to 120.0 T 5.0 7.000 -0.433 L14 21.78 0.1523 0.0 8.580 1.307 K Factor = 5.60 Vel = 8.09 0.0 21.78 16.003 K Factor = 5.44 L16A to L16 L17A to L17 L18A to L18 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.049 120.0 0.0 T 5.0 0.0 0.0 1.000 5.000 6.000 21.623 -0.433 0.0 Vel = 0 21.190 K Factor = 0 1.049 120.0 0.0 T 5.0 0.0 0.0 1.000 5.000 6.000 21.623 -0.433 0.0 Vel = 0 21.190 K Factor = 0 1.049 120.0 0.0 T 5.0 0.0 0.0 1.000 5.000 6.000 21.623 -0.433 0.0 Vel = 0 0.0 0.0 21.190 K Factor = 0 L19A to L19 25.30 25.3 1.049 120.0 0.2012 T 5.0 0.0 0.0 1.000 5.000 6.000 20.416 - 0.433 1.207 K Factor = 5.60 Vel = 9.39 0.0 25.30 21.190 K Factor = 5.50 L1 18.30 1.442 0.0 6.330 11.240 to 120.0 0.0 0.0 0.0 L2 18.3 0.0234 0.0 6.330 0.148 VeI = 3.60 L2 18.42 1.442 0.0 9.440 11.388 to 120.0 0.0 0.0 0.0 L3 36.72 0.0850 0.0 9.440 0.802 VeI = 7.21 L3 19.03 1.442 0.0 9.440 12.190 to 120.0 0.0 0.0 0.0 L4 55.75 0.1841 0.0 9.440 1.738 VeI = 10.95 L4 to L5 20.31 76.06 1.442 120.0 0.3271 E 3.716 4.250 13.928 T 7.432 11.148 0.325 0.0 15.398 5.037 VeI = 14.94 0.0 76.06 19.290 K Factor = 17.32 L6 to L7 18.74 18.74 1.442 120.0 0.0245 0.0 0.0 0.0 9.330 0.0 9.330 11.460 0.0 0.229 VeI = 3.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes L7 18.92 1.442 0.0 9.330 11.689 to 120.0 0.0 0.0 0.0 L8 37.66 0.0891 0.0 9.330 0.831 Vel = 7.40 L8 19.57 1.442 0.0 9.330 12.520 to 120.0 0.0 0.0 0.0 L9 57.23 0.1932 0.0 9.330 1.803 Vel = 11.24 L9 20.88 1.442 E 3.716 4.250 14.323 to 120.0 T 7.432 11.148 0.325 L10 78.11 0.3436 0.0 15.398 5.290 Vel = 15.34 0.0 78.11 19.938 K Factor = 17.49 L11 19.60 1.442 0.0 9.330 12.894 to 120.0 0.0 0.0 0.0 L12 19.6 0.0267 0.0 9.330 0.249 Vel = 3.85 L12 to L13 19.79 39.39 1.442 120.0 0.0968 0.0 0.0 0.0 9.330 0.0 9.330 13.143 0.0 0.903 Vel = 7.74 L13 20.43 1.442 0.0 9.330 14.046 to 120.0 0.0 0.0 0.0 L14 59.82 0.2098 0.0 9.330 1.957 Vel = 11.75 L14 21.78 1.442 E 3.716 4.250 16.003 to 120.0 T 7.432 11.148 0.325 L15 81.6 0.3725 0.0 15.398 5.736 Vel = 16.03 0.0 81.60 22.064 K Factor = 17.37 L16 to L17 0.0 0.0 1.442 120.0 0.0 0.0 0.0 0.0 9.330 0.0 9.330 21.190 0.0 0.0 Vel = 0 L17 to L18 0.0 0.0 1.442 120.0 0.0 0.0 0.0 0.0 9.330 0.0 9.330 21.190 0.0 0.0 Vel = 0 L18 to L19 0.0 0.0 1.442 120.0 0.0 0.0 0.0 0.0 9.330 0.0 9.330 21.190 0.0 0.0 Vel = 0 L19 25.30 1.442 E 3.716 4.250 21.190 to 120.0 T 7.432 11.148 0.325 L20 25.3 0.0427 0.0 15.398 0.657 Vel = 4.97 0.0 25.30 22.172 K Factor = 5.37 L5 76.06 2.157 0.0 14.080 19.290 to 120.0 0.0 0.0 0.0 L10 76.06 0.0460 0.0 14.080 0.648 Vel = 6.68 L10 to L15 78.12 154.18 2.157 120.0 0.1701 0.0 0.0 0.0 12.500 0.0 12.500 19.938 0.0 2.126 Vel = 13.54 L15 81.60 2.157 0.0 0.500 22.064 to 120.0 0.0 0.0 0.0 L21 235.78 0.3720 0.0 0.500 0.186 Vel = 20.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 235.78 22.250 K Factor = 49.99 L20 25.30 2.157 0.0 13.080 22.172 to 120.0 0.0 0.0 0.0 L21 25.3 0.0060 0.0 13.080 0.078 Vel = 2.22 L21 235.78 2.157 T 12.307 39.750 22.250 to 120.0 0.0 12.307 0.0 M50 261.08 0.4507 0.0 52.057 23.460 Vel = 22.92 M50 0.0 3.26 0.0 11.830 45.710 to 120.0 0.0 0.0 0.0 M54 261.08 0.0604 0.0 11.830 0.714 Vel = 10.04 M54 0.0 3.26 0.0 11.920 46.424 to 120.0 0.0 0.0 0.0 M56 261.08 0.0602 0.0 11.920 0.718 Vel = 10.04 M56 0.0 3.26 0.0 8.500 47.142 to 120.0 0.0 0.0 0.0 M58 261.08 0.0604 0.0 8.500 0.513 Vel = 10.04 M58 0.0 3.26 0.0 29.170 47.655 to 120.0 0.0 0.0 0.0 L22 261.08 0.0603 0.0 29.170 1.759 Vel = 10.04 L22 0.0 3.26 E 9.408 14.000 49.414 to 120.0 T 20.159 57.790 0.0 R1 261.08 0.0603 Bvcb 6.72 71.790 4.329 S 21.503 Vel = 10.04 R1 0.0 6.357 0.0 5.750 53.743 to 120.0 0.0 0.0 -0.217 S12 261.08 0.0024 0.0 5.750 0.014 Vel = 2.64 S12 0.0 6.357 E 17.603 12.580 53.540 to 120.0 T 37.72 67.896 0.0 S13 261.08 0.0023 B 12.573 80.476 0.188 Vel = 2.64 S13 0.0 6.357 2E 35.205 28.170 53.728 to 120.0 T 37.72 72.925 0.0 TOR 261.08 0.0023 0.0 101.095 0.235 Vel = 2.64 TOR 0.0 6.357 E 17.603 10.500 53.963 to 120.0 0.0 17.603 4.548 BOR 261.08 0.0023 0.0 28.103 0.065 Vel = 2.64 BOR 0.0 6.357 T 37.72 1.000 58.576 to 120.0 0.0 37.720 0.0 BFO 261.08 0.0024 0.0 38.720 0.091 Vel = 2.64 BFO 0.0 6.357 0.0 3.000 58.667 to 120.0 0.0 0.0 6.000 BFI 261.08 0.0023 0.0 3.000 0.007 * * Fixed Loss = 6 Vel = 2.64 BFI 0.0 6.357 E 17.603 2.000 64.674 to 120.0 0.0 17.603 0.325 UG 261.08 0.0023 0.0 19.603 0.045 Vel = 2.64 UG 0.0 6.16 2E 40.168 73.110 65.044 to 140.0 F 10.042 93.247 0.0 UG1 261.08 0.0020 T 43.037 166.357 0.340 Vel = 2.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 9 HI TUKIWILA WASHINGTON COMMON AREA Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** UG1 0.0 10.28 E 33.148 118.750 65.384 to 140.0 T 75.336 116.018 0.433 POC 261.08 0.0002 G 7.534 234.768 0.040 Vel = 1.01 250.00 Qa = 250.00 511.08 65.857 K Factor = 62.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design n c) NZQ_ Q —I O O O O -t1 Q ? (b (DWD* am i�*' ° 00) (D lD _ W U) tQ r+ °a. r«cr0°-. ,• 3 S0 -o Vi (D (D a p (D U FSK ' mart°� 0 M 2 a c cn 3 I)7 o t7J o o u, Q- o mD o v� w '" 3 ON f -w0 Q z- D- rn 00 (D np°� oz- 5- v) a 3``o oo O� r»�3�c° Q (D N ���3 f„ C ,+(D N0 Oh 03. r co _I Q lD Q 7 Z .+. N O '� N O� i° 0 1 m e m Z�• -1 Q a -n ,Q m a)0 C O (.0<. D Q D om. O 7 Z g Q m o p 0 -• Q XI C N 18 3 NN0 �Q�oh3 Q° 5'0 ,-(jJn- c 0_ ° < Cr > ,.. 0 3 R 0. °3 _3. O ° -a 0 , m r'a• T'° _ a O) N - (D °- a D- 0 p N * y co tv a) sa o- 7 co t AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON POOL Building Location : 91ANDOVEER PARK E, TUKWILLA, WA System : AREA 1 Contract Data File : AREA 1 LVL 1-2.wx2.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON POOL Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: AREA 1 Remote area location: 1st FLOOR POOL Occupancy classification: ORDINARY HAZARD Density: .15 Area of application: 1500 Coverage per sprinkler: 256 Type of sprinklers calculated: TYCO LFII No. of sprinklers calculated: 12 In -rack demand: Hose streams: 250 Total water required (including hose streams): 804.8 - GPM @ 105.5 Type of system: WET PIPE Volume of dry or preaction system: - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON POOL Page 2 Date 09/06/16 City Water Supply: C1 - Static Pressure : 150 C2 - Residual Pressure: 20 C2 - Residual Flow : 8000 Demand: D1 - Elevation : 5.739 D2 - System Flow : 554.795 D2 - System Pressure : 107.418 Hose ( Demand) : 250 D3 - System Demand : 804.795 Safety Margin : 40.726 180 168 156 p144 R 132 E120 S 108 S 96 U 84 R 72 E 60 48 36 24 12 r D c3,,,,, C1 D2 C2 .D1 ...... .... .... .... . . . . . . . . 1 . . . . . . . . 1 . . . . . . . . 1 . . . . . . . 1 . - - 1000 2000 3000 4000 5000 6000 FLOW (N^1.85) 7000 8000 9000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON POOL Date 09/06/16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11 2 21/2 3 3' 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON POOL Date 09/06/16 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. L50A 40.75 11.2 11.81 na 38.49 0.15 256 11.5 L51A 40.75 11.2 12.75 na 40.0 0.15 256 11.5 L52A 40.75 11.2 16.28 na 45.19 0.15 256 11.5 L53A 40.75 11.2 11.76 na 38.4 0.15 256 11.5 L54A 40.75 11.2 12.69 na 39.9 0.15 256 11.5 L55A 40.75 11.2 16.2 na 45.08 0.15 256 11.5 L56A 40.75 11.2 20.28 na 50.44 0.15 256 11.5 L57A 40.75 11.2 22.37 na 52.97 0.15 256 11.5 L58A 40.75 11.2 18.9 na 48.69 0.15 256 11.5 L59A 40.75 11.2 20.57 na 50.8 0.15 256 11.5 L60A 40.75 11.2 21.05 na 51.39 0.15 256 11.5 L61A 40.75 11.2 22.77 na 53.44 0.15 256 11.5 L50 40.75 14.14 na L51 40.75 15.25 na L52 40.75 19.41 na L53 40.75 14.07 na L54 40.75 15.18 na L55 40.75 19.32 na M51 40.0 37.89 na M52 40.0 38.05 na L56 40.75 24.12 na L57 40.75 26.57 na M53 40.0 36.0 na L58 40.75 22.5 na L59 40.75 24.47 na M55 40.0 32.64 na L60 40.75 25.02 na L61 40.75 27.04 na M57 40.0 34.28 na M50 39.25 59.45 na M54 39.25 60.1 na M56 39.25 61.34 na M58 39.25 62.74 na L22 39.25 74.74 na R1 34.0 94.47 na S12 39.75 92.03 na S13 39.75 92.79 na TOR 39.75 93.74 na BOR 29.25 98.55 na BFO 29.25 98.92 na BFI 29.25 104.94 na UG 28.5 105.45 na UG1 28.5 106.82 na POC 27.5 107.42 na 250.0 The maximum velocity is 24.3 and it occurs in the pipe between nodes L52 and M52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON POOL Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes L50A 38.49 1.049 T 5.0 0.330 11.811 to 120.0 0.0 5.000 0.0 L50 38.49 0.4370 0.0 5.330 2.329 K Factor = 11.20 Vel = 14.29 0.0 38.49 14.140 K Factor = 10.24 L51 A to L51 40.00 40.0 1.049 120.0 0.4690 T 5.0 0.0 0.0 0.330 5.000 5.330 12.753 0.0 2.500 K Factor = 11.20 Vel = 14.85 0.0 40.00 15.253 K Factor = 10.24 L52A 45.19 1.049 T 5.0 0.330 16.279 to 120.0 0.0 5.000 0.0 L52 45.19 0.5880 0.0 5.330 3.134 K Factor = 11.20 Vel = 16.78 0.0 45.19 19.413 K Factor = 10.26 L53A 38.40 1.049 T 5.0 0.330 11.755 to 120.0 0.0 5.000 0.0 L53 38.4 0.4351 0.0 5.330 2.319 K Factor = 11.20 Vel = 14.26 0.0 38.40 14.074 K Factor = 10.24 L54A 39.90 1.049 T 5.0 0.330 12.693 to 120.0 0.0 5.000 0.0 L54 39.9 0.4670 0.0 5.330 2.489 K Factor = 11.20 Vel = 14.81 0.0 39.90 15.182 K Factor = 10.24 L55A 45.08 1.049 T 5.0 0.330 16.204 K Factor = 11.20 to 120.0 0.0 5.000 0.0 L55 45.08 0.5854 0.0 5.330 3.120 Vel = 16.73 0.0 45.08 19.324 K Factor = 10.25 L56A 50.44 1.049 T 5.0 0.330 20.283 to 120.0 0.0 5.000 0.0 L56 50.44 0.7206 0.0 5.330 3.841 K Factor = 11.20 Vel = 18.72 0.0 50.44 24.124 K Factor = 10.27 L57A 52.97 1.049 T 5.0 0.330 22.368 to 120.0 0.0 5.000 0.0 L57 52.97 0.7886 0.0 5.330 4.203 K Factor = 11.20 Vel = 19.66 0.0 52.97 26.571 K Factor = 10.28 L58A 48.69 1.049 T 5.0 0.330 18.898 to 120.0 0.0 5.000 0.0 L58 48.69 0.6750 0.0 5.330 3.598 K Factor = 11.20 Vel = 18.08 0.0 48.69 22.496 K Factor = 10.27 L59A 50.80 1.049 T 5.0 0.330 20.575 to 120.0 0.0 5.000 0.0 L59 50.8 0.7300 0.0 5.330 3.891 K Factor = 11.20 Vel = 18.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON POOL Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 50.80 24.466 K Factor = 10.27 L60A 51.39 1.049 T 5.0 0.330 21.050 to 120.0 0.0 5.000 0.0 L60 51.39 0.7456 0.0 5.330 3.974 K Factor = 11.20 VeI = 19.08 0.0 51.39 25.024 K Factor = 10.27 L61A 53.44 1.049 T 5.0 0.330 22.769 to 120.0 0.0 5.000 0.0 L61 53.44 0.8019 0.0 5.330 4.274 K Factor = 11.20 VeI = 19.84 0.0 53.44 27.043 K Factor = 10.28 L50 38.49 1.442 0.0 12.000 14.140 to 120.0 0.0 0.0 0.0 L51 38.49 0.0928 0.0 12.000 1.113 Vel = 7.56 L51 40.00 1.442 0.0 12.000 15.253 to 120.0 0.0 0.0 0.0 L52 78.49 0.3467 0.0 12.000 4.160 VeI = 15.42 L52 45.19 1.442 2E 7.432 7.920 19.413 to 120.0 T 7.432 14.864 0.325 M52 123.68 0.8039 0.0 22.784 18.317 Vel = 24.30 0.0 123.68 38.055 K Factor = 20.05 L53 38.40 1.442 0.0 12.000 14.074 to 120.0 0.0 0.0 0.0 L54 38.4 0.0923 0.0 12.000 1.108 VeI = 7.54 L54 39.90 1.442 0.0 12.000 15.182 to 120.0 0.0 0.0 0.0 L55 78.3 0.3452 0.0 12.000 4.142 Vel = 15.38 L55 45.09 1.442 2E 7.432 7.920 19.324 to 120.0 T 7.432 14.864 0.325 M51 123.39 0.8004 0.0 22.784 18.237 VeI = 24.24 M51 0.0 2.157 0.0 1.500 37.886 to 120.0 0.0 0.0 0.0 M52 123.39 0.1127 0.0 1.500 0.169 VeI = 10.83 M52 123.67 2.157 E 6.153 33.330 38.055 to 120.0 T 12.307 18.460 0.325 M50 247.06 0.4069 0.0 51.790 21.074 VeI = 21.69 0.0 247.06 59.454 K Factor = 32.04 L56 50.44 1.442 0.0 16.000 24.124 to 120.0 0.0 0.0 0.0 L57 50.44 0.1529 0.0 16.000 2.447 Vel = 9.91 L57 52.97 1.442 2E 7.432 8.330 26.571 to 120.0 0.0 7.432 0.325 M53 103.41 0.5773 0.0 15.762 9.100 Vel = 20.32 M53 0.0 1.442 T 7.432 33.750 35.996 to 120.0 0.0 7.432 0.325 M54 103.41 0.5774 0.0 41.182 23.777 Vel = 20.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON POOL Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 103.41 60.098 K Factor = 13.34 L58 48.69 1.442 0.0 13.750 22.496 to 120.0 0.0 0.0 0.0 L59 48.69 0.1433 0.0 13.750 1.970 Vel = 9.57 L59 50.80 1.442 2E 7.432 7.170 24.466 to 120.0 0.0 7.432 0.325 M55 99.49 0.5375 0.0 14.602 7.849 Vel = 19.55 M55 0.0 1.442 2E 7.432 37.920 32.640 to 120.0 T 7.432 14.864 0.325 M56 99.49 0.5375 0.0 52.784 28.372 0.0 99.49 Vel = 19.55 61.337 K Factor = 12.70 L60 51.39 1.442 0.0 12.750 25.024 to 120.0 0.0 0.0 0.0 L61 51.39 0.1584 0.0 12.750 2.019 Vel = 10.10 L61 53.44 1.442 2E 7.432 4.250 27.043 to 120.0 0.0 7.432 0.325 M57 104.83 0.5920 0.0 11.682 6.916 M57 0.0 1.442 T 7.432 40.080 34.284 to 120.0 0.0 7.432 0.325 M58 104.83 0.5921 0.0 47.512 28.131 0.0 104.83 62.740 M50 247.06 3.26 0.0 11.830 59.454 to 120.0 0.0 0.0 0.0 M54 247.06 0.0544 0.0 11.830 0.644 Vel = 20.59 Vel = 20.59 K Factor = 13.23 Vel = 9.50 M54 103.42 3.26 0.0 11.920 60.098 to 120.0 0.0 0.0 0.0 M56 350.48 0.1039 0.0 11.920 1.239 Vel = 13.47 M56 99.49 3.26 0.0 8.500 61.337 to 120.0 0.0 0.0 0.0 M58 449.97 0.1651 0.0 8.500 1.403 Vel = 17.30 M58 104.82 3.26 T 20.159 29.170 62.740 to 120.0 0.0 20.159 0.0 L22 554.79 0.2432 0.0 49.329 11.996 L22 0.0 3.26 E 9.408 14.000 74.736 to 120.0 T 20.159 57.790 2.274 R1 554.79 0.2432 Bvcb 6.72 71.790 17.458 S 21.503 VeI = 21.32 Vel = 21.32 R1 0.0 6.357 0.0 5.750 94.468 to 120.0 0.0 0.0 -2.490 S12 554.79 0.0094 0.0 5.750 0.054 Vel = 5.61 S12 0.0 6.357 E 17.603 12.580 92.032 to 120.0 T 37.72 67.896 0.0 S13 554.79 0.0094 B 12.573 80.476 0.756 Vel = 5.61 S13 0.0 6.357 2E 35.205 28.170 92.788 to 120.0 T 37.72 72.925 0.0 TOR 554.79 0.0094 0.0 101.095 0.952 Vel = 5.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON POOL Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** TOR 0.0 6.357 E 17.603 10.500 93.740 to 120.0 0.0 17.603 4.548 BOR 554.79 0.0094 0.0 28.103 0.264 Vel = 5.61 BOR 0.0 6.357 T 37.72 1.000 98.552 to 120.0 0.0 37.720 0.0 BFO 554.79 0.0094 0.0 38.720 0.364 Vel = 5.61 BFO 0.0 6.357 0.0 3.000 98.916 to 120.0 0.0 0.0 6.000 BFI 554.79 0.0093 0.0 3.000 0.028 * * Fixed Loss = 6 Vel = 5.61 BFI 0.0 6.357 E 17.603 2.000 104.944 to 120.0 0.0 17.603 0.325 UG 554.79 0.0094 0.0 19.603 0.184 Vel = 5.61 UG 0.0 6.16 2E 40.168 73.110 105.453 to 140.0 F 10.042 93.247 0.0 UG1 554.79 0.0082 T 43.037 166.357 1.372 Vel = 5.97 UG1 0.0 10.28 E 33.148 118.750 106.825 to 140.0 T 75.336 116.018 0.433 POC 554.79 0.0007 G 7.534 234.768 0.160 Vel = 2.14 250.00 Qa = 250.00 804.79 107.418 K Factor = 77.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design no Project: Holiday Inn Express — Tukwila, WA D -0 1 rn 0 N -s o-' N z a Q-1 0 < 0 m 7 1-4 p a m ((D (D N rt In C 0 +0:\ 3 cn•mrng- h Q � aio cv O C O - '+ -d — ��-03oN o 6 N n( 3 3 yj Q ( r* 5 A 3 n Q Q o r+ to 0 =-� 0 3" `� O a, � C m-- 3a574:N of -�oo0to o n-cn ° _ m5. 0 rn ( Z- Q m _ v cO oco�D�o: nu) 0 (p (r1 -•W 3 ° -00 Q (/) k) j 3 0) vQ(DO — (D (b rr CA n a o fD 0 o 3 R. < O 7 Q N et- ( -1), r fA O Z _. rt a)�° �° a ID m 4Do 3 o- mas Nv4,,� �m O ,.,: 3 Q AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON 4TH ROOM Building Location ANDOVEER PARK E, TUKWILLA, WA System : 4th FLOOR AREA 5 Contract Data File : AREA 5 LVL 4-ROOM.WX4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: 4th FLOOR AREA 5 Remote area location: 4th FLOOR ROOM Occupancy classification: RES/LIGHT HAZARD Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 400 Type of sprinklers calculated: TYCO LFII K=4.9 No. of sprinklers calculated: 4 In -rack demand: Hose streams: 100 Total water required (including hose streams): 261.2 - GPM Type of system: WET PIPE Volume of dry or preaction system: - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) @ 132.6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON 4TH ROOM Page 2 Date 09/06/16 City Water Supply: C1 - Static Pressure : 150 C2 - Residual Pressure: 20 C2 - Residual Flow : 8000 Demand: D1 - Elevation : 18.840 D2 - System Flow : 161.14 D2 - System Pressure : 132.575 Hose ( Demand) : 100 D3 - System Demand : 261.14 Safety Margin : 17.194 180 168 156 P 144 i C1 %...,,,,,.,s,..,„.,,,.,,,,...„..„.., R 132 E 12(P3 S 108 S 96 U 84 R 72 E 60 48 36 24 12 C2 D 1 ` • ....I.... ....I.... .... I.... .... I.... . . I . . . . . . . . I . . . . . . , . . . . . . . I . . . 1000 2000 3000 4000 5000 6000 FLOW (NA1.85) 7000 8000 9000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with `. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. Page 4 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. 4AA 71.0 4.9 66.64 na 40.0 0.1 400 16.7 4BB 71.0 4.9 68.57 na 40.58 0.1 256 7.0 4CC 71.0 4.9 68.48 na 40.55 0.1 256 7.0 4DD 71.0 4.9 66.69 na 40.02 0.1 400 16.7 41 AA 71.0 80.23 na 41 BB 71.0 81.14 na 41 CC 71.0 82.05 na 41 DD 71.0 82.95 na 41 EE 71.0 83.8 na 400 71.5 69.56 na 401 71.5 70.3 na 4B 71.5 70.89 na 4C 71.5 72.17 na 402 71.5 74.12 na 403 71.5 80.02 na 404 71.5 81.02 na 4A 71.5 68.89 na 4D 71.5 68.94 na 417 71.5 73.98 na 41B 71.5 80.92 na 41C 71.5 81.83 na 41D 71.5 82.74 na 408 71.5 82.86 na 41E 71.5 83.58 na 409 71.5 84.34 na 410 71.5 84.28 na 411 71.5 83.55 na 412 71.5 82.33 na 416 71.5 75.87 na 415 71.5 76.17 na 414 71.5 77.27 na 405 71.5 81.48 na 407 71.5 82.86 na 406 71.5 83.29 na 420 71.5 89.37 na 418 71.5 88.38 na 419 71.5 83.87 na 421 71.5 87.02 na 422 71.5 90.48 na 423 71.5 90.76 na 424 71.5 91.03 na 429 71.5 87.64 na 428 71.5 87.79 na 427 71.5 88.4 na 426 71.5 89.77 na 425 71.5 92.9 na 430 63.92 101.06 na R4 45.5 118.36 na S12 39.75 120.91 na S13 39.75 120.95 na TOR 39.75 121.03 na BOR 29.25 125.6 na BFO 29.25 125.64 na BFI 29.25 131.64 na UG 28.5 131.99 na UG1 28.5 132.12 na POC 27.5 132.57 na 100.0 The maximum velocity is 23.76 and it occurs in the pipe between nodes 4C and 402 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 5 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 4AA 40.00 1.101 T 9.563 0.500 66.639 K Factor = 4.90 to 150.0 0.0 9.562 -0.217 4A 40.0 0.2453 0.0 10.062 2.468 Vel = 13.48 0.0 40.00 68.890 K Factor = 4.82 4BB 40.58 1.101 T 9.563 0.500 68.572 to 150.0 0.0 9.562 -0.217 4B 40.58 0.2519 0.0 10.062 2.535 K Factor = 4.90 Vel = 13.67 0.0 40.58 70.890 K Factor = 4.82 4CC 40.55 1.101 E 3.825 2.170 68.477 to 150.0 T 9.563 13.387 -0.217 4C 40.55 0.2516 0.0 15.557 3.914 K Factor = 4.90 Vel = 13.66 0.0 40.55 72.174 K Factor = 4.77 4DD 40.02 1.101 T 9.563 0.500 66.691 to 150.0 0.0 9.562 -0.217 4D 40.02 0.2455 0.0 10.062 2.470 K Factor = 4.90 Vel = 13.49 0.0 40.02 68.944 K Factor = 4.82 41 AA 0.0 1.101 T 9.563 0.500 80.232 to 150.0 0.0 9.562 30.750 41A 0.0 0.0 0.0 10.062 0.0 Vel = 0 41 BB to 41B 41 CC to 41C 41 DD to 41D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110.982 K Factor = 0 1.101 150.0 0.0001 T 9.563 0.500 81.140 0.0 9.562 -0.217 0.0 10.062 0.001 Vel = 0 80.924 K Factor = 0 1.101 150.0 0.0001 T 9.563 0.500 82.047 0.0 9.562 -0.217 0.0 10.062 0.001 Vel = 0 81.831 K Factor = 0 1.101 150.0 0.0001 T 9.563 0.500 82.954 0.0 9.562 -0.217 0.0 10.062 0.001 Vel = 0 82.738 K Factor = 0 41 EE 0.0 1.101 T 9.563 0.500 83.801 to 150.0 0.0 9.562 -0.217 41E 0.0 0.0 0.0 10.062 0.0 Vel = 0 0.0 0.0 83.584 K Factor = 0 400 31.89 1.394 0.0 14.580 69.556 to 150.0 0.0 0.0 0.0 401 31.89 0.0511 0.0 14.580 0.745 Vel = 6.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 6 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 401 0.0 1.394 T 9.523 2.000 70.301 to 150.0 0.0 9.523 0.0 4B 31.89 0.0511 0.0 11.523 0.589 Vel = 6.70 4B 40.57 1.394 0.0 5.500 70.890 to 150.0 0.0 0.0 0.0 4C 72.46 0.2335 0.0 5.500 1.284 Vel = 15.23 4C 40.55 1.394 0.0 3.670 72.174 to 150.0 0.0 0.0 0.0 402 113.01 0.5308 0.0 3.670 1.948 Vel = 23.76 402 -24.72 1.394 T 9.523 8.000 74.122 to 150.0 0.0 9.523 0.0 403 88.29 0.3364 0.0 17.523 5.894 Vel = 18.56 403 -36.60 1.394 0.0 8.000 80.016 to 150.0 0.0 0.0 0.0 404 51.69 0.1249 0.0 8.000 0.999 Vel = 10.87 404 -25.97 1.394 0.0 13.670 81.015 to 150.0 0.0 0.0 0.0 405 25.72 0.0343 0.0 13.670 0.469 Vel = 5.41 0.0 25.72 81.484 K Factor = 2.85 400 -31.89 1.394 T 9.523 3.500 69.556 to 150.0 0.0 9.523 0.0 4A -31.89 -0.0511 0.0 13.023 -0.666 Vel = 6.70 4A 40.00 1.394 0.0 13.170 68.890 to 150.0 0.0 0.0 0.0 4D 8.11 0.0041 0.0 13.170 0.054 Vel = 1.70 4D to 417 40.02 48.13 1.394 150.0 0.1095 T 9.523 36.500 68.944 0.0 9.523 0.0 0.0 46.023 5.038 Vel = 10.12 417 to 416 -25.23 22.9 1.394 150.0 0.0277 E 4.762 53.750 73.982 T 9.523 14.284 0.0 0.0 68.034 1.884 Vel = 4.81 0.0 22.90 75.866 K Factor = 2.63 417 to 415 25.23 25.23 1.394 150.0 0.0331 E 4.762 51.750 73.982 T 9.523 14.284 0.0 0.0 66.034 2.189 Vel = 5.30 0.0 25.23 76.171 K Factor = 2.89 402 to 414 24.72 24.72 1.394 150.0 0.0319 T 9.523 89.250 74.122 0.0 9.523 0.0 0.0 98.773 3.152 Vel = 5.20 0.0 24.72 77.274 K Factor = 2.81 403 0.0 1.394 T 9.523 9.600 80.016 to 150.0 0.0 9.523 30.967 41A 0.0 -0.0001 0.0 19.123 -0.001 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 0.0 110.982 K Factor = 0 403 to 41B 36.60 36.6 1.394 150.0 0.0659 T 9.523 4.250 80.016 0.0 9.523 0.0 0.0 13.773 0.908 Vel = 7.69 41B to 41C 0.0 36.6 1.394 150.0 0.0660 0.0 0.0 0.0 13.750 0.0 13.750 80.924 0.0 0.907 Vel = 7.69 41C to 41D 0.0 36.6 1.394 150.0 0.0660 0.0 0.0 0.0 13.750 0.0 13.750 81.831 0.0 0.907 Vel = 7.69 41D 0.0 1.394 0.0 1.920 82.738 to 150.0 0.0 0.0 0.0 408 36.6 0.0656 0.0 1.920 0.126 Vel = 7.69 408 to 41E 1.26 37.86 1.394 150.0 0.0702 0.0 0.0 0.0 10.250 0.0 10.250 82.864 0.0 0.720 Vel = 7.96 41E 0.0 1.394 0.0 10.750 83.584 to 150.0 0.0 0.0 0.0 409 37.86 0.0702 0.0 10.750 0.755 Vel = 7.96 409 -49.40 1.394 0.0 8.000 84.339 to 150.0 0.0 0.0 0.0 410 -11.54 -0.0078 0.0 8.000 -0.062 Vel = 2.43 410 to 411 -26.54 -38.08 1.394 150.0 -0.0710 0.0 0.0 0.0 10.170 0.0 10.170 84.277 0.0 -0.722 Vel = 8.00 411 to 412 -10.56 -48.64 1.394 150.0 -0.1116 0.0 0.0 0.0 11.000 0.0 11.000 83.555 0.0 -1.228 Vel = 10.22 412 to 413 -24.21 - 72.85 1.394 150.0 -0.2357 T 9.523 3.920 82.327 0.0 9.523 30.967 0.0 13.443 -3.168 Vel = 15.31 0.0 - 72.85 110.126 K Factor = -6.94 416 to 415 22.90 22.9 1.394 150.0 0.0277 0.0 0.0 0.0 11.000 0.0 11.000 75.866 0.0 0.305 Vel = 4.81 415 to 414 25.23 48.13 1.394 150.0 0.1094 0.0 0.0 0.0 10.080 0.0 10.080 76.171 0.0 1.103 Vel = 10.12 414 24.72 1.394 0.0 8.000 77.274 to 150.0 0.0 0.0 30.967 413 72.85 0.2356 0.0 8.000 1.885 Vel = 15.31 0.0 72.85 110.126 K Factor = 6.94 404 25.97 1.394 2T 19.046 33.670 81.015 to 150.0 0.0 19.047 0.0 407 25.97 0.0350 0.0 52.717 1.844 Vel = 5.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 25.97 82.859 K Factor = 2.85 405 25.72 1.394 2T 19.046 33.670 81.484 to 150.0 0.0 19.047 0.0 406 25.72 0.0343 0.0 52.717 1.810 Vel = 5.41 0.0 25.72 83.294 K Factor = 2.82 408 -1.26 1.394 T 9.523 33.670 82.864 to 150.0 0.0 9.523 0.0 407 -1.26 -0.0001 0.0 43.193 -0.005 Vel = 0.26 407 25.97 1.394 0.0 13.670 82.859 to 150.0 0.0 0.0 0.0 406 24.71 0.0318 0.0 13.670 0.435 Vel = 5.19 406 25.72 1.394 0.0 50.920 83.294 to 150.0 0.0 0.0 0.0 420 50.43 0.1193 0.0 50.920 6.077 Vel = 10.60 420 -28.28 1.394 E 4.762 28.170 89.371 to 150.0 T 9.523 14.284 0.0 422 22.15 0.0261 0.0 42.454 1.106 Vel = 4.66 0.0 22.15 90.477 K Factor = 2.33 420 28.28 1.394 E 4.762 26.170 89.371 to 150.0 T 9.523 14.284 0.0 424 28.28 0.0409 0.0 40.454 1.655 Vel = 5.94 0.0 28.28 91.026 K Factor = 2.96 409 to 418 49.41 49.41 1.394 150.0 0.1149 T 9.523 25.670 84.339 0.0 9.523 0.0 0.0 35.193 4.044 Vel = 10.39 418 -18.00 1.394 E 4.762 76.580 88.383 to 150.0 T 9.523 14.284 0.0 425 31.41 0.0497 0.0 90.864 4.516 Vel = 6.60 0.0 31.41 92.899 K Factor = 3.26 418 18.00 1.394 T 9.523 68.580 88.383 to 150.0 0.0 9.523 0.0 426 18.0 0.0177 0.0 78.103 1.385 Vel = 3.78 0.0 18.00 89.768 K Factor = 1.90 410 26.54 1.394 2T 19.046 94.250 84.277 to 150.0 0.0 19.047 0.0 427 26.54 0.0364 0.0 113.297 4.121 Vel = 5.58 0.0 26.54 88.398 K Factor = 2.82 411 to 419 10.56 10.56 1.394 150.0 0.0066 E 4.762 34.000 83.555 T 9.523 14.284 0.0 0.0 48.284 0.319 Vel = 2.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 9 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 10.56 83.874 K Factor = 1.15 412 24.21 1.394 E 4.762 36.080 82.327 to 150.0 T 9.523 14.284 0.0 419 24.21 0.0307 0.0 50.364 1.547 Vel = 5.09 419 10.56 1.394 T 9.523 43.000 83.874 to 150.0 0.0 9.523 0.0 421 34.77 0.0600 0.0 52.523 3.150 Vel = 7.31 421 -16.08 1.394 E 4.762 26.170 87.024 to 150.0 T 9.523 14.284 0.0 428 18.69 0.0190 0.0 40.454 0.770 Vel = 3.93 0.0 18.69 87.794 K Factor = 1.99 421 16.08 1.394 E 4.762 28.170 87.024 to 150.0 T 9.523 14.284 0.0 429 16.08 0.0144 0.0 42.454 0.612 Vel = 3.38 0.0 16.08 87.636 K Factor = 1.72 422 22.15 1.394 0.0 11.000 90.477 to 150.0 0.0 0.0 0.0 423 22.15 0.0261 0.0 11.000 0.287 Vel = 4.66 423 0.0 1.394 0.0 10.080 90.764 to 150.0 0.0 0.0 0.0 424 22.15 0.0260 0.0 10.080 0.262 Vel = 4.66 424 28.28 1.394 T 9.523 6.170 91.026 to 150.0 0.0 9.523 0.0 425 50.43 0.1194 0.0 15.693 1.873 Vel = 10.60 0.0 50.43 92.899 K Factor = 5.23 429 16.08 1.394 0.0 11.000 87.636 to 150.0 0.0 0.0 0.0 428 16.08 0.0144 0.0 11.000 0.158 Vel = 3.38 428 18.69 1.394 0.0 10.080 87.794 to 150.0 0.0 0.0 0.0 427 34.77 0.0599 0.0 10.080 0.604 Vel = 7.31 427 26.53 1.394 0.0 8.000 88.398 to 150.0 0.0 0.0 0.0 426 61.3 0.1713 0.0 8.000 1.370 Vel = 12.89 426 18.00 1.394 T 9.523 1.830 89.768 to 150.0 0.0 9.523 0.0 425 79.3 0.2758 0.0 11.353 3.131 Vel = 16.67 0.0 79.30 92.899 K Factor = 8.23 425 161.14 2.157 E 6.153 8.000 92.899 to 120.0 T 12.307 18.460 3.283 430 161.14 0.1845 0.0 26.460 4.883 Vel = 14.15 430 0.0 2.157 Bvca 7.384 11.080 101.065 to 120.0 S 13.537 39.381 7.978 R4 161.14 0.1846 T 12.307 50.461 9.313 Vel = 14.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 10 HI TUKIWILA WASHINGTON 4TH ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** E 6.153 R4 to S12 0.0 161.14 6.357 120.0 0.0010 2E 35.205 0.0 0.0 27.830 35.205 63.035 118.356 2.490 0.060 Vel = 1.63 S12 to S13 0.0 161.14 6.357 120.0 0.0010 2E 35.205 12.580 120.906 0.0 35.205 0.0 0.0 47.785 0.046 Vel = 1.63 S13 0.0 6.357 3E 52.808 27.080 120.952 to 120.0 0.0 52.808 0.0 TOR 161.14 0.0010 0.0 79.888 0.076 Vel = 1.63 TOR 0.0 6.357 E 17.603 10.500 121.028 to 120.0 0.0 17.603 4.548 BOR 161.14 0.0010 0.0 28.103 0.027 Vel = 1.63 BOR 0.0 6.357 T 37.72 1.000 125.603 to 120.0 0.0 37.720 0.0 BFO 161.14 0.0010 0.0 38.720 0.037 Vel = 1.63 BFO 0.0 6.357 0.0 3.000 125.640 to 120.0 0.0 0.0 6.000 BFI 161.14 0.0007 0.0 3.000 0.002 * * Fixed Loss = 6 Vel = 1.63 BFI 0.0 6.357 E 17.603 2.000 131.642 to 120.0 0.0 17.603 0.325 UG 161.14 0.0010 0.0 19.603 0.019 Vel = 1.63 UG 0.0 6.16 2E 40.168 73.110 131.986 to 140.0 F 10.042 93.247 0.0 UG1 161.14 0.0008 T 43.037 166.357 0.139 Vel = 1.73 UG1 0.0 10.28 E 33.148 118.750 132.125 to 140.0 T 75.336 116.018 0.433 POC 161.14 0.0001 G 7.534 234.768 0.017 Vel = 0.62 100.00 Qa = 100.00 261.14 132.575 K Factor = 22.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . _ Fire Protection by Computer Design AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 m0 -a xi O I. my 0 N N 00 Zn 0> O zN C r z 0 m z 0 z m m N Project: Holiday Inn Express — Tukwila, WA D -T1 Q) 0 N c)'t')Zao-a �o'0mo:2 1 ° f D3 � (0 :> (T) Lhpi) -rt m c �9��'3 Wmm'a0o o ..° o a3 r' a c m � r. 0) c o o ' -a C a(o� o U) Ort 6 D n S Quo D- n D (D n r+ - o - -., o ( 3`� 0 F, x°3-0 Ca rn F.)F:DO o a o cD �hm - D in --0 Oh per' Job Name Building Location : 1ANDOVEER PARK E, TUKWILLA, WA System Contract Data File : AREA 7 LVL 5-ROOM.WX5 : HI TUKIWILA WASHINGTON 5TH FLOOR ROOM : 5th FLOOR AREA 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Date 09/06/16 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 09/06/16 Design Remote area number: 5th FLOOR AREA 7 Remote area location: 5th FLOOR ROOM Occupancy classification: RES/LIGHT HAZARD Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 380 Type of sprinklers calculated: TYCO LFII K=4.9 TYCO LFII K=5.8 No. of sprinklers calculated: 4 In -rack demand: Hose streams: 100 Total water required (including hose streams): 231.2 - GPM Type of system: WET PIPE Volume of dry or preaction system: - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) @ 128.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Page 2 Date 09/06/16 City Water Supply: C1 - Static Pressure : C2 - Residual Pressure: C2 - Residual Flow : 150 20 8000 Demand: D1 - Elevation : D2 - System Flow : D2 - System Pressure : Hose ( Demand) : D3 - System Demand : Safety Margin : 22.738 131.201 128.290 100 231.201 21.526 180 168 156 p144 R 132 E 12(b3 S 108 S 96 U 84 R 72 E 60 48 36 24 12 C1 n9 o C2 ° D1 . . .. . . . . . . 4 . . . . . . . , . . . . . . . . . . . . . , . . ................... 1000 2000 ......... 3000 .... .... .... 4000 5000 6000 FLOW (NA1.85) 7000 8000 9000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. Page 3 HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Date 09/06/16 Fitting Legend Abbrev. Name Y2 3/4 1 11/4 11/2 2 21/2 3 3V2 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Page 4 Date 09/06/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 500A 80.0 5.8 42.93 na 38.0 0.1 380 42.9 501A 80.5 4.9 30.06 na 26.86 0.1 256 7.0 502A 80.5 4.9 30.8 na 27.19 0.1 256 7.0 504A 80.0 5.8 45.55 na 39.14 0.1 380 42.9 500 80.0 43.93 na 501 80.5 31.1 na 502 80.5 32.04 na 503 80.5 36.57 na 516 80.5 42.59 na 504 80.0 46.61 na 515 71.5 51.47 na 517 71.5 51.94 na 518 71.5 54.37 na 519 71.5 67.79 na 520 71.5 89.49 na 530 71.5 61.7 na 531 71.5 70.93 na 532 71.5 94.71 na 505A 79.44 93.27 na 506A 79.33 93.32 na 507A 79.33 93.32 na 508A 79.33 93.32 na 590A 79.33 93.32 na 505 79.83 93.1 na 506 79.83 93.1 na 507 79.83 93.1 na 508 79.83 93.1 na 509 79.83 93.1 na 510 79.83 93.1 na 511 79.83 93.1 na 512 79.83 93.1 na 522 71.5 96.71 na R5 71.5 102.89 na S12 39.75 116.71 na S13 39.75 116.78 na TOR 39.75 116.82 na BOR 29.25 121.38 na BFO 29.25 121.41 na BFI 29.25 127.41 na UG 28.5 127.75 na UG1 28.5 127.84 na POC 27.5 128.29 na 100.0 The maximum velocity is 19.35 and it occurs in the pipe between nodes 517 and 518 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Page 5 Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 500A 38.00 1.101 E 3.825 0.670 42.925 K Factor = 5.80 to 150.0 0.0 3.825 0.0 500 38.0 0.2231 0.0 4.495 1.003 VeI = 12.81 0.0 38.00 43.928 K Factor = 5.73 501A 26.86 1.101 2E 7.65 1.250 30.056 K Factor = 4.90 to 150.0 0.0 7.650 0.0 501 26.86 0.1175 0.0 8.900 1.046 VeI = 9.05 0.0 26.86 31.102 502A 27.19 1.101 T 9.563 0.750 30.802 to 150.0 0.0 9.562 0.0 502 27.19 0.1202 0.0 10.312 1.239 0.0 27.19 K Factor = 4.82 K Factor = 4.90 VeI = 9.16 32.041 K Factor = 4.80 504A 39.14 1.101 E 3.825 0.670 45.546 K Factor = 5.80 to 150.0 0.0 3.825 0.0 504 39.14 0.2356 0.0 4.495 1.059 VeI = 13.19 0.0 39.14 46.605 K Factor = 5.73 500 38.00 1.101 2E 7.65 9.670 43.928 to 150.0 0.0 7.650 3.681 515 38.0 0.2231 0.0 17.320 3.864 0.0 38.00 VeI = 12.81 51.473 K Factor = 5.30 501 26.86 1.101 0.0 8.000 31.102 to 150.0 0.0 0.0 0.0 502 26.86 0.1174 0.0 8.000 0.939 Vel = 9.05 502 27.20 1.101 2E 7.65 2.920 32.041 to 150.0 0.0 7.650 0.0 503 54.06 0.4282 0.0 10.570 4.526 503 0.0 1.101 E 3.825 10.250 36.567 to 150.0 0.0 3.825 0.0 516 54.06 0.4283 0.0 14.075 6.028 516 0.0 1.101 T 9.563 3.170 42.595 to 150.0 0.0 9.562 3.898 517 54.06 0.4281 0.0 12.732 5.451 Vel = 18.22 VeI = 18.22 VeI = 18.22 0.0 54.06 51.944 K Factor = 7.50 504 39.14 1.101 2E 7.65 9.670 46.605 to 150.0 0.0 7.650 3.681 518 39.14 0.2357 0.0 17.320 4.082 Vel = 13.19 0.0 39.14 54.368 K Factor = 5.31 515 38.00 1.394 0.0 6.670 51.473 to 150.0 0.0 0.0 0.0 517 38.0 0.0706 0.0 6.670 0.471 Vel = 7.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 44, Final Calculations - Hazen -Williams AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Date 09/06/16 Page 6 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 517 54.06 1.394 to 150.0 518 92.06 0.3634 0.0 0.0 0.0 6.670 0.0 6.670 51.944 0.0 2.424 518 -28.49 1.394 T 9.523 63.750 54.368 to 150.0 0.0 9.523 0.0 519 63.57 0.1832 0.0 73.273 13.422 519 0.0 1.394 to 150.0 520 63.57 0.1832 9.523 0.0 0.0 108.920 9.523 118.443 67.790 0.0 21.696 520 0.0 1.394 E 4.762 14.250 89.486 to 150.0 T 9.523 14.284 0.0 532 _ 63.57 0.1832 0.0 28.534 5.227 0.0 63.57 94.713 518 67.63 1.394 T 9.523 26.170 54.368 to 150.0 0.0 9.523 0.0 530 67.63 0.2054 0.0 35.693 7.330 530 0.0 1.394 2E 9.523 35.420 61.698 to 150.0 0.0 9.523 0.0 531 67.63 0.2054 0.0 44.943 9.231 531 0.0 1.394 3E 14.285 92.000 70.929 to 150.0 T 9.523 23.808 0.0 532 67.63 0.2054 0.0 115.808 23.784 0.0 67.63 Vel = 19.35 Vel = 13.36 V = 13.36 Vel = 13.36 K Factor = 6.53 Vel = 14.22 Vel = 14.22 V = 14.22 94.713 K Factor = 6.95 532 131.20 2.003 E 6.482 10.170 94.713 to 150.0 0.0 6.482 0.0 522 131.2 0.1197 0.0 16.652 1.994 0.0 Vel = 13.36 131.20 96.707 K Factor = 13.34 505A 0.0 1.101 0.0 0.500 93.268 to 150.0 0.0 0.0 -0.169 505 0.0 0.0 0.0 0.500 0.0 0.0 0.0 Vel = 0 93.099 K Factor = 0 506A 0.0 1.101 0.0 0.500 93.316 to 150.0 0.0 0.0 -0.217 506 0.0 0.0 0.0 0.500 0.0 Vel = 0 0.0 0.0 507A 0.0 1.101 0.0 0.500 to 150.0 0.0 0.0 507 0.0 0.0 0.0 0.500 0.0 0.0 508A 0.0 1.101 0.0 0.500 to 150.0 0.0 0.0 508 0.0 0.0 0.0 0.500 93.099 K Factor = 0 93.316 -0.217 0.0 Vel = 0 93.099 K Factor = 0 93.316 -0.217 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 7 HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 0.0 93.099 K Factor = 0 590A 0.0 1.101 0.0 0.500 to 150.0 0.0 0.0 509 0.0 0.0 0.0 0.500 93.316 -0.217 0.0 Vel = 0 0.0 0.0 93.099 K Factor = 0 505 0.0 1.394 0.0 13.750 to 150.0 0.0 0.0 506 0.0 0.0 0.0 13.750 93.099 0.0 0.0 Vel = 0 506 0.0 1.394 0.0 13.750 93.099 to 150.0 0.0 0.0 0.0 507 0.0 0.0 0.0 13.750 0.0 Vel = 0 507 0.0 1.394 0.0 13.750 93.099 to 150.0 0.0 0.0 0.0 508 0.0 0.0 0.0 13.750 0.0 Vel = 0 508 0.0 1.394 0.0 13.750 93.099 to 150.0 0.0 0.0 0.0 509 0.0 0.0 0.0 13.750 0.0 Vel = 0 509 0.0 1.394 0.0 10.775 93.099 to 150.0 0.0 0.0 0.0 510 0.0 0.0 0.0 10.775 0.0 Vel = 0 510 to 511 0.0 0.0 1.598 150.0 0.0 0.0 0.0 0.0 95.830 0.0 95.830 93.099 0.0 0.0 Vel = 0 511 to 512 0.0 0.0 1.598 150.0 0.0 4E 23.312 0.0 0.0 23.170 23.312 46.482 93.099 0.0 0.0 Vel = 0 512 to 522 0.0 0.0 1.598 150.0 0.0 E 5.828 7.330 93.099 0.0 5.828 3.608 0.0 13.158 0.0 Vel = 0 0.0 0.0 96.707 K Factor = 0 522 131.20 2.003 E 4.29 6.720 96.707 to 120.0 Bvca 5.148 27.456 0.0 R5 131.2 0.1810 S 9.438 34.176 6.186 T 8.58 Vel = 13.36 R5 0.0 6.357 2E 35.205 29.830 102.893 to 120.0 T 37.72 72.925 13.751 S12 131.2 0.0007 0.0 102.755 0.067 Vel = 1.33 S12 0.0 6.357 2E 35.205 12.580 116.711 to 120.0 T 37.72 90.528 0.0 S13 131.2 0.0006 Bvca 17.603 103.108 0.067 Vel = 1.33 S13 0.0 6.357 2E 35.205 28.170 116.778 to 120.0 0.0 35.205 0.0 TOR 131.2 0.0006 0.0 63.375 0.041 Vel = 1.33 TOR 0.0 6.357 E 17.603 10.500 116.819 to 120.0 0.0 17.603 4.548 BOR 131.2 0.0006 0.0 28.103 0.018 Vel = 1.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. Page 8 HI TUKIWILA WASHINGTON 5TH FLOOR ROOM Date 09/06/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** BOR 0.0 6.357 T 37.72 1.000 121.385 to 120.0 0.0 37.720 0.0 BFO 131.2 0.0007 0.0 38.720 0.026 Vel = 1.33 BFO 0.0 6.357 0.0 3.000 121.411 to 120.0 0.0 0.0 6.000 BFI 131.2 0.0007 0.0 3.000 0.002 * * Fixed Loss = 6 Vel = 1.33 BFI 0.0 6.357 E 17.603 2.000 127.413 to 120.0 0.0 17.603 0.325 UG 131.2 0.0006 0.0 19.603 0.012 Vel = 1.33 UG 0.0 6.16 2E 40.168 73.110 127.750 to 140.0 F 10.042 93.247 0.0 UG1 131.2 0.0006 T 43.037 166.357 0.095 Vel = 1.41 UG1 0.0 10.28 E 33.148 118.750 127.845 to 140.0 T 75.336 116.018 0.433 POC 131.2 0.0001 G 7.534 234.768 0.012 Vel = 0.51 100.00 Qa = 100.00 231.20 128.290 K Factor = 20.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ono 0=®®eEe®®®CIO w w w w BIM MEM 01 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Richard D. Berry 7754-1012-C Level3 AFP Systems, Inc. AF Yrs • 1BZ / nature e Swwenawe ww®saee mueeewwwwwMOO me _ Fire Protection by Computer Design AFP SYSTEMS, INC. 19435 SW 129TH AVE. TUALATIN, OR 97062 503-692-9284 Job Name : HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Building Location : 91ANDOVEER PARK E, TUKWILLA, WA System : AREA 9 Contract Data File : AREA 9 ATTIC bb2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP SYSTEMS, INC. Page 1 HI TUKIWILA WASHINGTON AREA 9 Tyco BB1 Date 01/30/17 HYDRAULIC CALCULATIONS for Project name: HI TUKIWILA WASHINGTON Location: 91ANDOVEER PARK E, TUKWILLA, WA Drawing no: Date: 01/30/17 Design Remote area number: AREA 9 Remote area location: ROOF/ATTIC Occupancy classification: LIGHT HAZARD Density: .10 Area of application: SPECIAL Coverage per sprinkler: Type of sprinklers calculated: TYCO BB2 TY4181 No. of sprinklers calculated: 9 In -rack demand: NA Hose streams: 250 Total water required (including hose streams): 590.7 - GPM @ 114.6 Type of system: DRY PIPE Volume of dry or preaction system: 195 - Gal Water supply information Date: 02/11/2016 Location: AT SITE Source: CITY OF TUKWILLA PER MIKE CUSICK Name of contractor: AFP SYSTEMS, INC. Address: 19435 SW 129TH AVE. / / TUALATIN, OR 97062 Phone number: 503-692-9284 Name of designer: JIM BAYNE Authority having jurisdiction: CITY OF TUKWILLA FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 2 Date 01/30/17 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 32.231 C2 - Residual Pressure: , 20 D2 - System Flow : 340.668 C2 - Residual Flow : 8000 D2 - System Pressure : 114.601 Hose ( Demand) : 250 D3 - System Demand : 590.668 Safety Margin : 34.351 180 168 156 <. p 144 R 132 E120 S 108D` S 96 u 84 R 72 E 60 48 36 0 24 12 C1 m D2 , - - D1 C2 ............ .... ......... . . . . . . . , . . . . . . . . . . . 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 3 Date 01/30/17 Fitting Legend Abbrev. Name Y 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 21 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dge Dry Gem DPV-1 2.2 4.9 8.9 22 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Pressure / Flow Summary - STANDARD AFP SYSTEMS, INC. " HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 4 Date 01/30/17 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. 500A 102.25 55.87 na 501A 102.25 55.87 na 502A 102.25 55.87 na 503A 102.25 55.87 na 504A 102.25 55.87 na 505A 102.25 55.87 na 506A 102.25 55.87 na 507A 92.0 60.31 na 508A 92.0 60.31 na 555A 101.92 8 22.8 na 38.2 0.1 360 22.8 556A 101.92 8 22.84 na 38.23 0.1 360 22.8 557A 101.92 8 22.98 na 38.35 0.1 360 22.8 558A 101.92 8 23.28 na 38.6 0.1 360 22.8 559A 101.92 8 23.79 na 39.02 0.1 360 22.8 560A 101.92 8 24.56 na 39.65 0.1 360 22.8 561A 101.92 8 25.66 na 40.53 0.1 360 22.8 550A 92.0 5.6 36.61 na 33.88 0.1 200 20.0 551A 92.0 5.6 37.32 na 34.21 0.1 200 20.0 552A 0.0 82.65 na 550 92.0 39.27 na 551 92.0 40.03 na 552 92.0 42.8 na 553 84.67 49.88 na 554 84.67 62.67 na 555 101.42 24.18 na 556 101.42 24.22 na 557 101.42 24.37 na 558 101.42 24.68 na 559 101.42 25.22 na 560 101.42 26.03 na 561 101.42 27.18 na CM3 101.42 47.0 na 507 92.0 60.31 na 508 92.0 60.31 na 509 88.25 61.93 na 500 102.25 55.87 na 501 102.25 55.87 na 502 102.25 55.87 na 503 102.25 55.87 na 504 102.25 55.87 na 505 102.25 55.87 na 506 102.25 55.87 na CM1 102.25 55.87 na CM2 102.25 55.87 na CM4 83.0 64.21 na DTOR 83.0 67.05 na DBOR 75.5 71.98 na D 72.5 73.58 na 523 71.5 74.11 na 521 71.5 87.42 na R5 63.92 90.86 na S12 39.75 101.72 na S13 39.75 102.09 na TOR 39.75 102.33 na BOR 29.25 106.99 na BFO 29.25 107.14 na BFI 29.25 113.15 na UG 28.5 113.55 na UG1 28.5 114.1 na POC 27.5 114.6 na 250.0 The maximum velocity is 16.04 and it occurs in the pipe between nodes 561 and CM3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 5 Date 01/30/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 500A 0.0 1.38 E 2.141 0.920 55.871 to 100.0 T 4.282 6.423 0.0 500 00 00 00 7343 00 Vel -0 0.0 0.0 501A 0.0 1.38 E 2.141 0.920 55.871 to 100.0 T 4.282 6.423 0.0 501 0.0 0.0 0.0 7.343 0.0 55.871 K Factor - 0 0.0 0.0 502A 0.0 to 502 0.0 0.0 0.0 0.0 503A Vel - 0 55.871 K Factor - 0 1.38 E 2.141 0.920 55.871 100.0 T 4.282 6.423 0.0 0.0 0.0 7.343 0.0 1.38 to 100.0 11 11 0.0 0.0 504A 0.0 to 504 0.0 0.0 0.0 505A 0.0 to 505 0.0 0.0 0.0 0.0 506A to 1. 507A to 507 0.0 55.871 E 2.141 0.920 55.871 T 4.282 6.423 0.0 Vel - 0 K Factor - 0 1.38 100.0 0.0 55.871 E 2.141 0.920 55.871 T 4.282 6.423 0.0 0.0 7.343 0.0 K Factor - 0 Vel - 0 55.871 K Factor - 0 1.38 E 2.141 0.920 55.871 100.0 T 4.282 6.423 0.0 0.0 0.0 7.343 0.0 1.38 100.0 11 11 0.0 0.0 0.0 0.0 0.0 508A 0.0 to 508 0.0 0.0 0.0 55.871 E 2.141 0.920 55.871 T 4.282 6.423 0.0 Vel - 0 K Factor - 0 1.049 100.0 0.0 1.049 100.0 0.0 55.871 E 1.427 0.500 60.310 T 3.568 4.995 0.0 0.0 5A95 0.0 K Factor - 0 Vel - 0 60.310 K Factor - 0 E 1.427 0.500 60.310 T 3.568 4.995 0.0 0.0 5.495 0.0 555A 38.20 1.38 E 2.141 0.920 to 100.0 T 4.282 6.423 555 38.2 0.1587 0.0 7.343 Vel - 0 60.310 K Factor - 0 22.800 0.217 1.165 K Factor = 8.00 Vel = 8.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. ' HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 6 Date 01/30/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 38.20 24.182 K Factor - 7.77 556A 38.23 1.38 E 2.141 0.920 22.839 K Factor = 8.00 to 100.0 T 4.282 6.423 0.217 556 38.23 0.1589 0.0 7.343 1.167 Vel - 8.20 0.0 38.23 24.223 K Factor - 7.77 557A 38.35 1.38 E 2.141 0.920 22.980 K Factor = 8.00 to 100.0 T 4.282 6.423 0.217 557 38.35 0.1-597 0.0 7.343 1.173 Vel - 8.23 0.0 38.35 24.370 K Factor - 7.77 558A 38.60 1.38 E 2.141 0.920 23.278 K Factor = 8.00 to 100.0 T 4.282 6.423 0.217 558 38.6 0.1618 0.0 7.343 1.188 Vel - 8.28 0.0 38.60 24.683 K Factor - 7,77 559A 39.02 1.38 E 2.141 0.920 23.788 K Factor = 8.00 to 100.0 T 4.282 6.423 0.217 559 39.02 0.1651 0.0 7.343 1.212 560A 0.0 39.02 39.65 1.38 to 100.0 E 2.141 0.920 T 4.282 11 6.423 25.217 24.564 0.217 Vel - 8.37 K Factor - 7.77 K Factor = 8.00 0.0 39.65 561A 40.53 1.38 to 100.0 T 561 40.53 0.1770 0.0 40.53 E 2.141 4.282 0.0 0.920 6.423 7.343 550A 33.88 1.049 E 1.427 0.500 to 100.0 T 3.568 4.995 550 33.88 0.4837 0.0 5.495 0.0 33.88 2&030 25.662 0.217 1.300 27.179 36.608 0.0 2.658 39.266 551A 34.21 1.049 E 1.427 0.500 37.324 to 100.0 T 3.568 4.995 0.0 551 34.21 0.4923 0.0 5A95 2.705 0.0 34.21 40.029 552A 0.0 1.049 E 1.427 0.500 82.649 to 100.0 T 3.568 4.995 -39.845 552 0.0 0.0 0.0 5.495 0.0 0.0 0.0 K Factor - 7.77 K Factor = 8.00 Vel - 8.69 K Factor - 7.77 K Factor = 5.60 Vel = 12.58 K Factor - 5.41 K Factor = 5.60 Vel - 12.70 K Factor - 5.41 Vel - 0 42.804 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 7 Date 01/30/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 550 33.88 1.38 0.0 6.000 39.266 to 100.0 0.0 0.0 0.0 -551 33.88 0.1272 0.0 6.000 0.763 551 34.21 1.38 0.0 6.000 40.029 to 100.0 0.0 0.0 0.0 552 68.09 0.4625 0.0 6.000 2.775 552 0.0 1.38 3E 6.423 2.000 42.804 to 100.0 0.0 6.423 3.175 553 68.09 0.4625 0.0 8.423 3.896 553 0.0 1.682 E 3.533 69.000 49.875 to 100.0 0.0 3.533 0.0 554 68.09 0.1765 0.0 72.533 12.799 554 0.0 2.635 T 11.758 29.170 62.674 to 100.0 0.0 11.757 0.723 CM4 68.09 0.0198 0.0 40.927 0.811 0.0 68.09 Vel - 7.27 Vel - 14.61 Vel = 14 61 Vel - 9.83 Vel - 4.01 64.208 K Factor - 8.50 555 38.20 2.635 0.0 6.000 24.182 to 100.0 0.0 0.0 0.0 556 38.2 0.0068 0.0 6.000 0.041 556 38.23 2.635 0.0 6.000 24.223 to 100.0 0.0 0.0 0.0 557 76.43 0.0245 0.0 6.000 0.147 557 38.35 2.635 0.0 6.000 24.370 to 100.0 0.0 0.0 0.0 558 114.78 0.0522 0.0 6.000 0.313 558 38.60 2.635 0.0 6.000 24.683 to 100.0 0.0 0.0 0.0 559 153.38 0.0890 0.0 6.000 0.534 559 39.02 2.635 0.0 6.000 25.217 to 100.0 0.0 0.0 0.0 560 192.4 0.1355 0.0 6.000 0.813 560 39.65 2.635 to 100.0 561 232.05 0.1915 561 40.52 2.635 to 100.0 0.0 0.0 0.0 2T 23.515 0.0 II CM3 0.0 2.635 T 11.758 to 100.0 0.0 CM4 272.57 0.2579 0.0 0.0 272.57 6.000 0.0 6.000 53.330 23.516 26.030 0.0 1.149 27.179 0.0 • Vel - 2.25 Vel - 4.50 Vel - 6.75 Vel - 9 02 Vel - 11.32 Vel = 13.65 24.010 11.757 35.767 47.004 7.978 9.226 64.208 507 0.0 1.38 0.0 4.000 60.310 to 100.0 0.0 0.0 0.0 508 0.0 0.0 0.0 4.000 0.0 508 0.0 1.38 3E 6.423 2.000 60.310 to 100.0 0.0 6.423 1.624 509 0.0 0.0 0.0 8.423 0.0 Vel - 16.04 K Factor - 34.02 Vel - 0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen -Williams AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 8 Date 01/30/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 509 0.0 1.442 2E 5.304 35.580 61.934 to 100.0 T 5.304 10.608 -6.063 CM2 0.0 0.0 0.0 46.188 0.0 Vel - 0 0.0 0.0 55.871 K Factor - 0 500 0.0 2.469 0.0 0.920 55.871 to 100.0 0.0 0.0 0.0 501 0.0 0.0 0.0 0.920 0.0 Vel - 0 501 0.0 2.635 0.0 6.000 55.871 to 100.0 0.0 0.0 0.0 502 0.0 0.0 0.0 6.000 0.0 VeI - 0 502 0.0 2.635 0.0 6.000 55.871 to 100.0 0.0 0.0 0.0 503 0.0 0.0 0.0 6.000 0.0 Vel - 0 503 0.0 2.635 0.0 6.000 55.871 to 100.0 0.0 0.0 0.0 -504 0.0 0.0 0.0 6.000 0.0 Vel - 0 504 0.0 2.635 0.0 6.000 55.871 to 100.0 0.0 0.0 0.0 505 0.0 0.0 0.0 6.000 0.0 VeI - 0 505 0.0 2.635 0.0 6.000 55.871 to 100.0 0.0 0.0 0.0 506 0.0 0.0 0.0 6.000 0.0 506 0.0 2.635 T 11.758 8.330 55.871 to 100.0 0.0 11.757 0.0 CM1 0.0 0.0 0.0 20.087 0.0 CM1 0.0 2.635 T 11.758 16.080 55.871 to 100.0 0.0 11.757 0.0 CM2 0.0 0.0 0.0 27.837 0.0 CM2 0.0 2.635 T 11.758 53.080 55.871 to 100.0 0.0 11.757 8.337 CM4 0.0 0.0 0.0 64.837 0.0 CM4 340.67 3.26 T 14.388 6.170 64.208 to 100.0 0.0 14.387 0.0 DTOR 340.67 0.1382 0.0 20.557 2.842 DTOR 0.0 3.26 Dge 4.7 7.500 67.050 to 100.0 0.0 4.700 3.248 DBOR 67 0.1382 0.0 12.200 1.686 DBOR 0.0 3.26 0.0 3.000 71.984 120.0 0.0 0.0 1.299 340.67 0.0990 0.0 3.000 0.297 to D D to 523 to 521 521 to R5 0.0 3.26 120.0 I 11•:11 0.0 3.26 120.0 340.67 0.0987 0.0 6.357 120.0 340.67 0.0038 0.0 0.0 1.000 73.580 0.0 0.433 .0 1.000 0.098 2E 18.815 T 20.159 0.0 T 37.72 0.0 0.0 95.920 38.974 134.894 3.000 37.720 40.720 74.111 0.0 13.308 87.419 3.283 0.155 Vel - 0 Vel - 0 Vel - 0 Vel - 0 Vel - 13.09 Vel - 13.09 VeI - 13.09 Vel - 13.09 Vel - 13.09 Vel = 3.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams AFP SYSTEMS, INC. HI TUKIWILA WASHINGTON AREA 9 Tyco BB2 Page 9 Date 01/30/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** R5 0.0 6.357 2E 35.205 29.830 90.857 to 120.0 T 37.72 72.925 10.468 S12 340.67 0.0038 0.0 102.755 0.392 S12 0.0 6.357 2E 35.205 12.580 101.717 to 120.0 B 12.573 85.498 0.0 S13 340.67 0.0038 T 37_72 93..078 0.374 S13 0.0 6.357 2E 35.205 28.170 102.091 to 120.0 0.0 35.205 0.0 TOR 340.67 0.0038 0.0 63.375 0.242 TOR 0.0 6.357 E 17.603 10.500 102.333 to 120.0 0.0 17.603 4.548 BOR 340.67 0.0038 0.0 28.103 0.107 BOR 0.0 6.357 T 37.72 1.000 106.988 to 120.0 0.0 37.720 0.0 BFO 340.67 0.0038 0.0 38.720 0.148 BFO 0.0 6.357 0.0 3.000 107.136 to 120.0 0.0 0.0 6.000 BFI 340.67 0.0037 0.0 3.000 0.011 BFI 0.0 6.357 E 17.603 2.000 113.147 to 120.0 0.0 17.603 0.325 UG 340.67 0.0038 0.0 19.603 0.075 UG 0.0 6.16 2E 40.168 73.110 113.547 to 140.0 F 10.042 93.247 0.0 UG1 340.67 0.0033 T 43.037 166.357 0.556 UG1 0.0 10.28 E 33.148 118.750 114.103 to 140.0 T 75.336 116.018 0.433 POC 340.67 0.0003 G 7.534 234.768 0.065 Vel - 3.44 Vel - 3.44 Vel = 3.44 Vel - 3.44 Vel - 3.44 * * Fixed Loss = 6 Vel - 3.44 Vel - 3.44 Vel - 3.67 Vel - 1.32 250.00 Qa = 250.00 590.67 114.601 K Factor - 55.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 14/4 EV%NACC 1 5820 A 14/4 EV AC 2 NAC STAIR '#2 ST2 l i KNOX BOX EMERGENCY COMM. 5YSTEM RM. FIRE COMMAN CENTER/ MAINT. [128] ELEC. RO O [127 MECH. ROOM In126 J n") MEETING ROOM [129] CUPANCY GROUP "A2" 75 POOL [I I9] OCCUPANCY GROUP "A3" d LAUNDRY [123] PRE -FUNCTION [130[ 0.G. "A2" El MACH RM LAUNDRY CHUTE MARKET STORAGE lr FtCE WORK AREA [113 O.G." " GUEST LNDRY [107_1 ELEVATOR LOBBY [108] SERVER [112] CHECK -1N [110] CORRIDOR LCo] LUGGAGE STORAGE [III co© LIFESTYLE LOUNGE [102] P BOARD [I05[ O.G."A2" BUSINESS CENTER [ 101 _I END OF LINE RESISTOR 5820 NAC 1 VESTIBULE [Ioo] L ®a 75cd END OF LINE RESISTOR 5820 NAC 2 \OT Occupied room Smoke / CO detectors are addressable and are part of the low voltage system Addressable relay is provided for Building Damper Connection to the Fire Alarm system duct detectors if any are provided by HVAC will be supervised by the Fire Alarm System and report as a supervisory An Anunciator Keypad and Manual pull station will be installed near the front desk Note: If ceiling to device mounted on wall exceeds 24' in STROBE WILL BE CONCIDERED TO BE ON CEILING AND WILL BE 177cd NOTE: IF CEILING TO TOP OF HORN STROBE IN HEARING IMPAIRED/ADA ROOM MEASURES LESS THAN 24" STROBE WILL BE CONCIDERED TO BE ON CEILING AND WILL BE 177cd NOTE: pocket and or barn style slider doors are no longer being installed seperating the bathroom area from the occupied rooms. and the ceiling is flat with no header NOTE: A single line phone jack is installed at each stairwell and elevator landing. these phone auto ring down to the command center ELEVATOR RETURN RELAYS 33-027 33-028 33-029 33-030 33-031 33-012 MAIN LANDING ALTERNATE LANDING FIRE HAT SHUNT TRIP CONTROL VOLTAGE H O I STWAY 54j22 NACAC 3 SPRINKLER POINTS 33-007 MAIN WATERFLOW 33-008 MAIN TAMPER 33-009 ATTIC DRY 33-010 ATTIC DRY TAMPER 33-011 LOW AIR 33-012 HIGH AIR In Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau fr.-:;- '7,-Iformanr_e with current City standards. Acce.f-v.In,7,.= subject to errors and omissions which d;; horizF -solations of adopted tandards and Tne responsibility for the adequacy of desiol: :rta t,, :'aitn the designer. Additions, deletion.,..�';s on.5 to these drawings after this date wiii v d ~I ...•. i.p. arta: and will require a resubmittal -subsequent approval. Final accep r.c _ .': ' f:,11 . kits cast and Inspection by The Tukwila Fire Prevention Bureau. Date: ( ^ S1 -) By: ( aoCv wt tc rtvii +rc.k c s n-e.ej k s1~.0k Ccsv4 19 An., i eve.,w TUKWILA FIRE DEPARTM-Fr P ss call 20n-575-407end OM this Fire Permit No. 7-F- 0 (23 and exactIlress for shut- down or restorltion approval. NOTICE A completed, signed, Tukwila -- Fire Department Pre-test Certificate must be presented to the Insp ctcr prior to commencement of Acceptant Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and ttirrnination of the testing, 311u vlinifl1 LLOZ TGVW Oldd FIRE PROTECTION SERVICES, INC. SW ARCTIC DR Lf') 0 0) z 0 W 0 z 0 w rf) > Q Lc) Lo LL THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. RICHARD STEVENSON DESIGNER SCALE: 118" 1'-O" N N w cr a. X !LI z 0 1 co N S E JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS 2 w 0 9 te wa a a 2 m LLI0 cc SHEET: FA -1 FIRE ALARM CONTROL PANEL FACFI JUNCTION BOX MAI co® SMOKE/CO DETECTOR 1350 HEAT DETECTOR 135' Fixed DUCT DETECTOR DUCT Q P FIRE ALARM PULL STATION D> SINGLE LINE PHONE JACK ADDRESSABLE NAC MODULE ANM DP DOOR HOLDER PTAMPER/FLOW SWITCH OUTDOOR HORN/STROBE D®75cd 1E 5cd WALL HORN/STROBE 1>M1 5cd WALL STROBE VOICE EVAC O HEAT DETECTOR 194' FIXED GUEST BATHROOM 8 5cd CEILING STROBE VOICE EVAC AL END OF LINE RESISTOR LO SMOKE DETECTOR LF BASE coOLF CO DET./SMOKE DET. LF BASE FIRE PROTECTION SERVICES, INC. SW ARCTIC DR Lf') 0 0) z 0 W 0 z 0 w rf) > Q Lc) Lo LL THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. RICHARD STEVENSON DESIGNER SCALE: 118" 1'-O" N N w cr a. X !LI z 0 1 co N S E JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS 2 w 0 9 te wa a a 2 m LLI0 cc SHEET: FA -1 a 0 11:0,1 0 0 0 0 0 <� 5 C 0 C 0 AC 111100 S MMMMMINNMMMN N44. N30 N3+ 144+ 1 14114 141 I iSO 1S+ 3 IB x5 x7 NAC 1c°®" LF LFO NAC 2 x6 75cd x1 30cd VE Amp Draw 1.5 x1 x1 3Ocd ,15cd Amp Draw 1.202 x12 NAC 3 Ise NAC 4 S 1 J Amp Draw 1.5 5496 A NAC 1 16/4 SLC/NA 5496 A NAC 2 14/4 EV/NAC T 5499 A AC 1 TEMPERED 14/4 EV NAC 5486 A NAC 3 16/4 SLC/NAC 5499 A EOL 4 14/4 EV/NAC 5499 A EOL 1 54499 A NAC /4 EV/NAC2 14/4 EV/NAC 1 5499 A NAC 4 14/4 EV/NAC 5499 A EOL 3 14/4 EV/NAC L ANM LF EIIIV a MEL May 5496 A EOL 2 ----- )14/4AEV/NAC 5496 A EOL 1 16/4 SLC/NAC a► L 5499 A EOL 2 14/4 EV/NAC 5496 A EOL 3 L16/4 SLC/NAC CO ER 5499 A NAC 3 14/4 EV/NAC L a 0 101 0 0 BaaBa 5 CC VV C;� 000 0 AC 3 Sloes MMMNRRNMMNRM 0A Zitrr + I 1 I HI O I m 5+ 3 NAC 1 x 6 x 6 15cd 110cd Amp Draw 1.608 NVEI x6 NAC 2 r15cd x7 110cd NAC 3 x 6 x 6 15cd 110cd x5 x5 NAC 4 I>E2j15cd C®110cd Amp Draw 1.810 Amp Draw 1.608 Amp Draw 1.340 FIRE PROTECTION SERVICES, INC. 0 0 z 00 O w 1,= C1% 0 0 c <t z o w r0 > hQ innm THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. RICHARD STEVENSON nctt�ncR SCALE:1/8" 1'-0" N 1.11 14( rnie Yj co otS XI full co COr� W Cmati 11J ammglt 1/44,0 E; Fmmo V) N S JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS M1 ti SHEET: FA -2 FIRE ALARM CONTROL PANEL FACPI JUNCTION BOX Mal=l cos SMOKE/CO DETECTOR 1358 HEAT DETECTOR 135' Fixed DUCT DETECTOR IDUCCT%0 P FIRE ALARM PULL STATION t> SINGLE LINE PHONE JACK ADDRESSABLE NAC MODULE ANM Y DOOR HOLDER 9 TAMPER/FLOW SWITCH OUTDOOR HORN/STROBE 75cd k 5cd WALL HORN/STROBE CtE315cd WALL STROBE VOICE EVAC O HEAT DETECTOR 194' FIXED GUEST BATHROOM 8 5cd CEILING STROBE VOICE EVAC END OF LINE RESISTOR EOL LFO SMOKE DETECTOR LF BASE coOLF CO DET./SMOKE DET. LF BASE FIRE PROTECTION SERVICES, INC. 0 0 z 00 O w 1,= C1% 0 0 c <t z o w r0 > hQ innm THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. RICHARD STEVENSON nctt�ncR SCALE:1/8" 1'-0" N 1.11 14( rnie Yj co otS XI full co COr� W Cmati 11J ammglt 1/44,0 E; Fmmo V) N S JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS M1 ti SHEET: FA -2 a 0 IC'> IC; ❑ 0 ❑ 1 t.D Bassa rs IIOD 0 \AC roas hA„ MMMMMMNRNMMNN ISI .IHf lI+ISS 9 0 x5 x7 NAC 1 COOS LF LF© NAC 2 x6 75cd x1 30cd VE Amp Draw 1.5 113 Ocd 15cd Amp Draw 1.202 x12 NAC 3 LF© NAC 4 v SES Amp Draw 1.5 5499 A NAC 2 14/4 EV/NAC 5496 A NAC 1 16/4 SLC/NA fN 5496 A NAC 2 14/4 EV/NAC T 5499 A AC 1 I TEMPERED 14/4 EV NAC 5496 A NAC 3 16/4 SLC/NAC 5499 A EOL 4 14/4 EV/NAC 5499 A NAC 4 14/4 EV/NAC 5499 A EOL 1 14/4 EV/NAC L 5499 A EOL 3 14/4 EV/NAC ANM ANM LF 5496 A EOL 2 14/4 EV/NAC ______ KING SUITE ACC 5496 A EOL 1 16/4 SLC/NAC •L 5499 A EOL 2 14/4 EV/NAC 5496 A EOL 3 L16/4 SLC/NAC 5499 A NAC 3 14/4 EV/NAC L 0 vssatiassam I:4> :0 0 ❑ 0 n EMU 5 CC 0 AC 3 Sta:es ®®®®®®®®®®®N 0 x6 x6 NAC 1 D6115cd 110cd Amp Draw 1.608 x6 x7 NAC 2 11.01 15cd 110cd Amp Draw 1.810 NAC 3 x6 x6 ►f3 15cd 110cd - Amp Draw 1.608 x5 x5 NAC 415cd 110cd Amp Draw 1.340 FIRE PROTECTION SERVICES, INC. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE UMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSON OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON 114E J08 SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. / A gal LEVEL III RICHARD STEVENSON ncw.m R SCALE: 1/8" =1'-0" ( W coCO od im 1 14( V ♦ W CC rX 111 mwm 44C Z °§1 0 LO 1 N S E JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS CC W cc SHEET: FA -3 FIRE ALARM CONTROL PANEL FAC PI JUNCTION BOX t11:a co© SMOKE/CO DETECTOR 1350 HEAT DETECTOR 135' Fixed DUCT DETECTOR NDUCCTT Q P FIRE ALARM PULL STATION ® SINGLE LINE PHONE JACK ADDRESSABLE NAC MODULE ANM 9P DOOR HOLDER (P TAMPER/FLOW SWITCH OUTDOOR HORN/STROBE Cal 75cd WALL HORN/STROBE 75cd 95cd WALL STROBE VOICE EVAC O HEAT DETECTOR 194' FIXED GUEST BATHROOM 8 5cd CEILING STROBE VOICE EVAC AL END OF LINE RESISTOR LFO SMOKE DETECTOR LF BASE COOLF CO DET./SMOKE DET. LF BASE FIRE PROTECTION SERVICES, INC. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE UMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSON OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON 114E J08 SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. / A gal LEVEL III RICHARD STEVENSON ncw.m R SCALE: 1/8" =1'-0" ( W coCO od im 1 14( V ♦ W CC rX 111 mwm 44C Z °§1 0 LO 1 N S E JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS CC W cc SHEET: FA -3 a 0 1;0111 ICI ICS>I 0 0 0 0 0 6E0 T -n -r) Mffl leasee C an0 0 AC i-4 irors bA ®®®®®®®®®®®® :etI .I .I:re.I x5 x7 NAC 1 "OS " LF© NAC 2 x6 75cd x1 30cd ►cam Amp Draw 1.5 x1 x1 Ocd C15115cd Amp Draw 1.202 x12 NAC 3 LF© NAC 4 Amp Draw 1.5 5499 A NAC 2 14/4 EV/NAC 5496 A NAC 1 16/4 SLC/NA 5496 A NAC 2 14/4 EV/NAC T 5499 A AC 1 I TEMPERED 14/4 EV NAC 5496 A NAC 3 16/4 SLC/NAC min /O111111R;11 EOL 5499 A EOL 4 14/4 EV/NAC 5499 A NAC 4 14/4 EV/NAC 5499 A EOL 1 14/4 EV/NAC 5499 A EOL 3 14/4 EV/NAC L ANM 5496 A EOL 2 1 4/4 EV/NAC _____ 5496 A EOL 1 16/4 SLC/NAC L 5499 A EOL 2 14/4 EV/NAC 5496 A EOL 3 L16/4 SLC/NAC OO4I3 5499 A NAC 3 14/4 EV/NAC L 0 1111011111101 Ii>1 Iual 0 0 0 0 OHIO 5 CC V V onn 0 AL 3 Staes ®®®®®®®�®®®®® H4B94+ I 1„ t 1 H,a �,. I m 0 x6 x6 NAC 1 ►sta .6%315cd 110cd Amp Draw 1.608 67.13 NAC NAC 2 15cd 110cd NAC 3 6 x6 15cd11 10cd NAC 4 x5 x5 ► C{Si 15cd 110cd Amp Draw 1.810 Amp Draw 1.608 Amp Draw 1.340 FIRE PROTECTION SERVICES, INC. SW ARCTIC DR O O O) 0 W 0 z 0 H LLJ > Q LV) 02 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. / A r. LEVEL III RICHARD STEVENSON nc Si�F!cR SCALE: 1/8" =1'-0" Cf) LU M (x) CI) Po 03 co cc Co co LU CC o. LU =1 czt 1.3 1® 0 0 Lf) ._ S JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS N 2 til 0 0 (1) c W 0 N ac r W IY SHEET: FA -4 FIRE ALARM CONTROL PANEL =ACP JUNCTION BOX MIO co© SMOKE/CO DETECTOR 135(E1 HEAT DETECTOR 135' Fixed DUCT DETECTOR )DUCTI SS P FIRE ALARM PULL STATION ® SINGLE LINE PHONE JACK ADDRESSABLE NAC MODULE ANM DOOR HOLDER (P TAMPER/FLOW SWITCH OUTDOOR HORN/STROBE DM 75cd 5cd WALL HORN/STROBE Pi°15cd WALL STROBE VOICE EVAC O HEAT DETECTOR 194' FIXED GUEST BATHROOM 8 5cd CEILING STROBE VOICE EVAC AL END OF LINE RESISTOR LFO SMOKE DETECTOR LF BASE coOLF CO DET./SMOKE DET. LF BASE FIRE PROTECTION SERVICES, INC. SW ARCTIC DR O O O) 0 W 0 z 0 H LLJ > Q LV) 02 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES, INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. / A r. LEVEL III RICHARD STEVENSON nc Si�F!cR SCALE: 1/8" =1'-0" Cf) LU M (x) CI) Po 03 co cc Co co LU CC o. LU =1 czt 1.3 1® 0 0 Lf) ._ S JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS N 2 til 0 0 (1) c W 0 N ac r W IY SHEET: FA -4 x1 75cd NAC 3 EIRE ALAR VARIX V BELL ACTIVATION HORN/STROBE ACTIVATION PANEL TROUBLE SIGNAL PANEL SUPERVISORY SIGNAL PANEL FIRE ALARM SIGNAL TROUBLE SIGNAL TO MONITOR COMPANY SUPERVISORY SIGNAL TO MONITORING COMPANY FIRE ALARM SIGNAL TO MONITORING COMPANY FIRE DISPATCH MANUAL PULL STATION ELEVATOR RETURNS TO ALTERNATE LANDING X SHUNT TRIP ACTIVATED MANUAL PULL STATION X X 135?�i X X SPRINKLER FLOW SWITCH X X X Q X P X X SUPERVISORY TAMPER SINGLE LINE PHONE JACK X X ADDRESSABLE NAC MODULE X X CARBON MONOXIDE DETECTOR SUPERVISORY TAMPER PTAMPER/FLOW X SWITCH X X OUTDOOR HORN/STROBE X SYSTEM TROUBLE ›Ellt75cd x x d15cd X LOW BATTERY HEAT DETECTOR 194' FIXED GUEST BATHROOM X x CEILING STROBE VOICE EVAC AL x END OF LINE RESISTOR LF© SMOKE DETECTORS co©LF X X X X X X C/O DETECTORS X X X X OCCUPIED BATH ROOM HEAT DETECTORS X X X X X ALT LANDINGS SMOKE DETECTOR OCCUPIED ROOM SMOKE DETECTORS X X X X X x145 x97 3_.---4C-15015 APS HEAT DETECTOR x96 x14 Eari® SD -MIM a x13 F= u I_ L- T 1 . E ALARM SD -500 PS METAL HOUSING SILE\T <\IGHT 5820XL GENERAL ALARM 0 SUPERVISORY O SYSTEM TROUBLE O SYSTEM SILENCE ▪ SYSTEM POWER RESET SILENCE II. 21 (31 (� i51(61 7 (91 c Citi ENTER , 00000000000 3 313StliCVRINGIVP RINGST41P RING ll INCI TIP LC Out SLC In RISEN Amp Draw 1.542 TO A� Key To phone lines reiay socket 0000000.000000000000000000000 32313029282/26252423222120191817161514131 1 1 1 9 8 7 6 5 4 N.O. C N.C. N.O. N.C.N.O. C N.C. -+ A 8 -+ A B 10 X 0 XO X0 X0 X 0 X TROUBLE RELAY 1 RELAY 2 SBUS IN SBUS OUT j I/O 1 I/O 2 I/O 3 I/O 4 I/O 5 I/O 6 1 x2®x6 x4 ® 75cd 15cd 5cd NAC 1 Amp Draw 1.118 Ocd 15cd 15cd 5cd NAC 2 Amp Draw .176 ►IE v SID NAC 4 U S -D NAC SE I\ AC 6 FRE ALARM E LEVATO R =TU\ i'ATIX BELL ACTIVATION 1 HORN/STROBE ACTIVATION 1 PANEL TROUBLE SIGNAL PANEL SUPERVISORY SIGNAL PANEL FIRE ALARM SIGNAL TROUBLE SIGNAL TO MONITOR COMPANY SUPERVISORY SIGNAL TO MONITORING COMPANY FIRE ALARM SIGNAL TO MONITORING COMPANY FIRE DISPATCH ELEVATOR RETURNS TO MAIN LANDING ELEVATOR RETURNS TO ALTERNATE LANDING FLASHING FIRE HAT SHUNT TRIP ACTIVATED MANUAL PULL STATION X 135?�i X X X Q P SPRINKLER FLOW SWITCH X X SINGLE LINE PHONE JACK X ADDRESSABLE NAC MODULE X X i SUPERVISORY TAMPER PTAMPER/FLOW SWITCH X OUTDOOR HORN/STROBE X 75cd ›Ellt75cd WALL HORN/STROBE SYSTEM TROUBLE d15cd X HEAT DETECTOR 194' FIXED GUEST BATHROOM X 5cd CEILING STROBE VOICE EVAC AL END OF LINE RESISTOR LF© LOW BATTERY co©LF X X MAIN LANDING SMOKE DETECTOR X X X X X ALT LANDINGS SMOKE DETECTOR X X X X X TOP OF SHAFT SMOKE DETECTOR )C ELEVATOR HEAT DETECTORS X ELEVATOR MACH ROOM SMOKE DETECTOR X X XXX X RISEN Amp Draw 1.542 TO A� Key To phone lines reiay socket 0000000.000000000000000000000 32313029282/26252423222120191817161514131 1 1 1 9 8 7 6 5 4 N.O. C N.C. N.O. N.C.N.O. C N.C. -+ A 8 -+ A B 10 X 0 XO X0 X0 X 0 X TROUBLE RELAY 1 RELAY 2 SBUS IN SBUS OUT j I/O 1 I/O 2 I/O 3 I/O 4 I/O 5 I/O 6 1 x2®x6 x4 ® 75cd 15cd 5cd NAC 1 Amp Draw 1.118 Ocd 15cd 15cd 5cd NAC 2 Amp Draw .176 ►IE v SID NAC 4 U S -D NAC SE I\ AC 6 FIRE PROTECTION SERVICES, INC. 0 O 0) �Z p O O LU F— U Q Z 0 �w � m THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES. INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF 'MESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. LEVEL III RICHARD STEVENSON DESIGNER SCALE:1/8" 1'-0" N LU >In co COroi tx itt 01) Cr zuniel0 Lo..1 1 N S E JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS APPROVED BY: DAVID M PHIPPS SHEET: FIRE ALARM CONTROL PANEL FACPJ JUNCTION BOX !11:11 co®SMOKE/CO DETECTOR 135?�i HEAT DETECTOR 135 Fixed DUCT DETECTOR DucT Q P FIRE ALARM PULL STATION io, SINGLE LINE PHONE JACK ADDRESSABLE NAC MODULE ANM i DOOR HOLDER PTAMPER/FLOW SWITCH OUTDOOR HORN/STROBE 75cd ›Ellt75cd WALL HORN/STROBE WALL STROBE VOICE EVAC d15cd O HEAT DETECTOR 194' FIXED GUEST BATHROOM 8 5cd CEILING STROBE VOICE EVAC AL END OF LINE RESISTOR LF© SMOKE DETECTOR LF BASE co©LF CO DET./SMOKE DET. LF BASE FIRE PROTECTION SERVICES, INC. 0 O 0) �Z p O O LU F— U Q Z 0 �w � m THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF FIRE PROTECTIONS SERVICES. INC. AND THE USE LIMITED TO A SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREIN FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR REPRODUCTIONS OF 'MESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF FIRE PROTECTION SERVICES. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF FIRE PROTECTION SERVICES, INC. PRIOR TO THE CONSTRUCTION OF THIS PROJECT. LEVEL III RICHARD STEVENSON DESIGNER SCALE:1/8" 1'-0" N LU >In co COroi tx itt 01) Cr zuniel0 Lo..1 1 N S E JOB NUMBER: 2910 DRAWN BY: DAVID M PHIPPS APPROVED BY: DAVID M PHIPPS SHEET: U z (n >- 3 O z O E W 0 O _ O LL_ z z (n 0 W (n z O z O 0 ATTIC/R❑❑F SYSTEM DRY SYSTEM V❑LUMN 195 GALLONS HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: ROOF/ATTIC NO. OF SPRINKLERS: 9 BASIS OF DESIGN: 1. DENSITY: .10 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 3. OCCUPANCY CLASSIFICATION: 4. COMMODITY CLASSIFICATION: 5. MAXIMUM STORAGE HEIGHT: SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: 107 PSI @ REF. POINT: BOR SAFETY: 34.4 PSI SPECIALSQ.FT. LIGHT HAZ NA NA 590.7 GPM 250 GPM ru i CC 1 1 '-6" 20'-0" 34'-8 1/2" ATTIC/R❑❑F SYSTEM DRY SYSTEM V❑LUMN 195 GALLONS TO INSECT❑R'S TEST. 2'-7" 7 artk esl411S.somapscarm 7■ IWN OST. 11111111111111111 it IUIIUU11•R111V 11111111111111111,1111C 1.111111111.11111111 1111 11110. 111111111111111111111/ 11111111111111111WIRMIIIIII ,'■. a� �w. ;� .■■■r 111 fi ■ 11111111111111111111 M HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: ROOF/ATTIC NO. OF SPRINKLERS: 9 BASIS OF DESIGN: 1. DENSITY: .10 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: SPECIALSQ.FT. 3. OCCUPANCY CLASSIFICATION: LIGHT HAZARD 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: 1. WATER FLOW RATE: 579.7 GPM 2. COMBINED HOSE: 250 GPM 3. RESIDUAL PRESSURE AT THE BASE OF RISER: 113.0 PSI @ REF. POINT: BOR SAFETY: 28.4 PSI TOTAL J03 SPRINKLER SYM3OL LEGE\D 1 1" TYCO LFII TY4334 WHITE SIDEWALL 155 5.8 STYLE 20 TYCO TY323 CHROME O 4 >44 TYCO TYCO TYCO TYCO TYCO TYCO TY -FRB LFII TY2234 CHROME STYLE 20 FRB TY313 BRASS SW -20 TY5332 STYLE 65 PN 1175 FRB TY313 BRASS HIP TY3187 BRASS BB2 TY4181 BRASS MOM lb iat 0 A011. 100 01.. 0 I t 0.1 I it EL... 104,-3' RECESSED 155 5.6 PENDENT RECESSED 155 4.9 PENDENT UPRIGHT 200 5.6 SIDEWALL 200 11.2 UPRIGHT 155 UPRIGHT 200 UPRIGHT 212 101'-5' -s• Igo I 1 1+11' 111 1 + ►+Is' tlil,,iui! A..� .1.l.I.A , IG I..R.l1...1 I.A. �I.l.I.sA..l�.�iiiitl�iWliYi!viillill}i1Wi 5.6 5.6 8.0 "NPT 4"NPT 285 i"NPT 6 8 37 204 "NPT 37 "NPT 3/4"NPT TOTAL 12 55 644 TYCO BBI SPRINKLER 134 OVA(' BELL REDUCER PICAL ATTIC HEAD CALE: 3/4" = 1'-0" INSULATI❑N IN ATTIC 58'-4' SECTI❑N R -R 1/8' = 1'-0' 1 . 104'-3" i . 1 n2, -s tif011 Oi40011i4iult/iliiiii11111i111 attlliiiiifiktAlt. SECTION 1/8' = 1'-0' 104'-3" BACKGROUND REV PLOT DATE: REVISIONS AUTOMATIC FIRE PROTECTION SYSTEMS, INC. SECTI❑N T -T EL. 99'-3' 1/8' = 1'-0' EL, 101'-6' • EL. 84'-8' V 1, - EL, 102'-3' 2'-6" 4(41, 52'43" ee R 53'-0 1/2" ATTIC PIPING PLAN NORTH SCALE: 1/8" = 1'-0" 1 10'-9 1/2" • EL, 102'-3' ROOF PEAK OVER FRAMING ATTIC PIPING PLAN SCALE: 1/8" NORTH 11 011 v0fr 11N111.111.1111111.14111111111111.001111111111000 800400UNr111I.I1IIIIII100r;,lc SECTI❑N V -V 1/8' = 1'-0' )_,--.)0-1 7 TUKWILA FIRE DEPARTMENT Nesse call 205-575-4407 and r� v tis i e P mit No. and exact add: ess for shut- down or restolon approval. pm= meeaeaeta maw maim caesasremtam�e WASHINGTON STATE ■ 0 CERTIFICATE OP COMPETENCY 12 FIRE PROTECTION SPRINKLER SYSTEMS Richard D. Berry N 7754.1012-C. Level 3 e AFP Systems, Inc. - = roolBZ 11 4elpnaturo e�ei74e111imaaseanowa e0su SEE EP -01 FOR NOTES SEE FP -09 HANGER AND BRACING DETAILS 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB# 0067534 WA CCB # AFPSYI*091 B Z C A936000 DRAWN BY: JIM BAYNE CHECKED BY: DATE: 09/06/2016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: ATTIC PIPING PLAN SHEET FP -07 R"o 7of 11 z 1110 o mm CO 0,0•OO 5 I '-0" ATTIC ■I ■I�III 72'-0" Level 5 6 I '-9" Level 4 NEIL I mOMOMEMmli 5 I '-6" Level 3 EL. 49'-6" EL. 44'- 1 0' BOD 40'-3" I ANA 41 1 Priddi la PTilibbi .moi Itr/1,a �Il�ill�. l:l�l1t !- I�ii■.ixiimoi ,E1rWillinli X11■ ■ IM mom MUM/. ■MMM■ MINI... .MUMU 111111111111111 NUMMI ■MMM■ BUILD!I G ELEVATION VIEW SCALE: 1/8" = 1'-O" DRY SYSTEM AIR COMPRESSOR'S PORTE COCHERE C-AIRE COMPRESSORS MODEL#S260-LD1-115 HP 1 160 GALLONS ROOF/ATTIC C-AIRE COMPRESSORS MODEL#S325H-HS HP 1.5 340 GALLONS TU <VYLLA PAS Tukwila Parkway - ca l U. 26.3 NVo0.1 '^ +.3 RIt.-2 ).4 INN-tN/S INN -1 .3 E. 1 2- ca RIM -30.0 NY. 3 T 3 SITE PLAN FOR HYDRAULIC REFERENCE POINTS ONLY SCALE: 1" = 50'-0" G TUKWILA FIRE DEPARTMENT Pie 3 calk 206-575-4407 and give this,Ired ermit No,)41 and dress for shut- down hutdown or rn approval. \I-- RAS \OT S APPLICABLE CODES NFPA STANDARDS: NFPA 13 NFPA 20 NFPA 24 NFPA 70 OTHER STANDARDS : INTERNATIONAL BUILDING CODE INTERNATIONAL FIRE CODE EDITION: 2013 2013 2013 2011 2012 2012 WATER SUPPLY I\FORMATION STATIC: RESIDUAL: FLOWING: ORIFICE DIAMETER: Cd: TEST DATE: TEST LOCATION: TEST PERFORMED BY: 150 PSI 20 PSI 8000 GPM 12" MAIN AT STREET PER CITY OF TUKWILLA MIKE CUSICK PIPE TABLE PRODUCT NOMINAL PIPE SIZE INSIDE DIAMETER SCHEDULE 10 2" 2.157 SCHEDULE 10 24" 2.635 SCHEDULE 10 3" 3.260 SCHEDULE 10 4" 4.260 SCHEDULE 10 6" 6.357 SCHEDULE 10 8" 8.249 SCHEDULE 40 1" 1.049 SCHEDULE 40 1" 1.380 SCHEDULE 40 1i" 1.610 SCHEDULE 40 2" 2.067 CPVC 1" 1.101 CPVC 1i4" 1.394 CPVC 1W 1.598 CPVC 2" 2.003 13ssa ,,. to W� �. o Without Comments Q As Noted in Red o Per The Attached Letter These pians have been reviewed by The Tukwila Fire Prevention Bureaus for conformance with current City standards. Acce taiwx is subject to errors and omissions which do not authorize violations of adopted standards and c rd ;::g tc: . The responsibility for the adequacy of design totally with the designer. Additions, deletion),. ;'revisions to these drawings after this date will void ti :'.s ?cr:eptartce and will require a resubmittal of re vires ,: .D.vvings for subsequent approval. Final acceptance is se-to..,t' t «i ?Meld test and Inspection by The Tukwila Fire Pry :> t 'c i c eau. Date: q -23-A- ,Sl 1. SYSTEM DESIGNED AND INSTALLED PER NFPA-13, 2013 ed. 2. HANGERS SHALL BE PER NFPA-13, UL LISTED AND/OR FM APPROVED 3. SCHEDULE 40 PIPE TO BE USED FOR THREADED FITTINGS. 4. SCHEDULE 10 PIPE TO BE USED WITH GROOVED FITTINGS 5. ALL WIRING, PAINTING AND PATCHING BY OTHERS 6. SPRINKLER HEADS ARE NOT REQUIRED TO BE CENTERED IN TILE. 1" CLEARANCE AROUND SPRINKLER HEADS WILL MEET SEISMIC CEILING REQUIREMENTS. 7. IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE HEAT TO PREVENT WET SPRINKLER PIPE FROM FREEZING 8. SEE FP -02 -FP -07 FOR SPRINKLER HEAD LEGEND. 9. HEAD GUARDS SHALL BE INSTALLED ON HEADS 7'-6" AND LOWER. 10. MAIN DRAINS, AUXILLARY DRAINS AND INSPECTOR'S TESTS ARE TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA-13 11. ALL SYSTEM CONTROL VALVES SHALL BE OF THE INDICATING TYPE WITH TAMPER SWITCHES (WIRING BY OTHERS) 12. ALL SPRIGS, DROPS AND ARMOVERS ARE 1" PIPE U.N.O. 13. ALL OUTLET FROM STEEL PIPE MAIN ARE WELDED. 14. FIRE CAULKING SEE, MATERIAL CUT SHEETS FOR RATED PARTITIONS. 15. RIDID COULPLING SHALL BE INSTALLED ON ALL GROOVED LINES SEE COUPLING NOTE. 16. SPRINKLER SYSTEMS WILL BE MONITORED BY AN OFF-SITE CENTRAL STATION INCLUDING TAMPER SWITCES ON ALL CONTROL VALVES AND FLOW SWITCHES. (BY OTHERS) 17. UNDERGROUND SUPPLY PIPE IS NOT IN AFP SYSTEMS, INC. CONTRACT. 18. ELEVATOR NO SPRINKLER HEAD AT TOP OF ELEVATOR SHAFT, SPRINKLER HEADS AT BOTTOM OF ELEVATOR SHAFT. DRAWINGS FP -01 COVER SHEET FP -02 1st FLOOR PIPING PLAN FP -03 2nd FLOOR PIPING PLAN FP -04 3rd FLOOR PIPING PLAN FP -05 4th FLOOR PIPING PLAN FP -06 5th FLOOR PIPING PLAN FP -07 ATTIC PIPING PLAN FP -08 STANDPIPES STAIR #1 &ENLAGED PLAN LVL 1 FP -09 STANDPIPES STAIR #2 FP -10 HANGERS AND BRACING DETAILS FP -11 SEISMIC CALCULATI❑NS DESIGN CRITERIA FIRE PUMP: NONE THIS PROJECT 4v (44-a, STANDPIPES: CLASS 1 [UAL WET COMBINED STANDPIPE SYSTEM. DESIGNED TO PROVIDE 500 GPM AT 100 PSI AT THE REMOTE STANDPIPE, WITH 250 GPM FLOWING AT EACH SECOND STANDPIPE. HOTEL ROOMS: WET PIPE SPRINKLER SYSTEM WITH RESIDNETIAL SPRINKLERS. DESIGNED TO PROVIDE 0.10 GPM/SQ.FT. OVER THE MOST REMOTE 4 HEADS AND INCLUDE A HOSE STREAM ALLOWANCE OF 100 GPM. PARKING GARAGE: NONE THIS PROJECT. RETAIL SPACE: NONE THIS PROJECT. HOTEL: OCCUPANCIES SHALL BE SPRINKLERED A MINIMUM ORDINARY HAZARD GROUP I DENSITY THROUGHOUT; NO OMMISSIONS ARE ALLOWED. SPRINKLER SPACING IN THE GUEST ROOMS ARE LIGHT HAZARD OCCUPANCY DENSITY. REFERENCE ORDINANCE # 2436, 16.42.080 SPECIAL REQUIREMENTS. CORRIDORS AT GUEST ROOMS: ORDINARY GROUP I SPACING, FLOWING 5 MOST REMOTE HEADS, HANGER NOTES 1. ALL MATERIAL TO BE UL LISTED. 2. ALL HANGERS TO BE PLACED AND SPACED IN ACCORDANCE WITH NFPA 13, 2013 ED. 3. ALL BRANCHLINES TO HAVE A HANGER LOCATED WITHIN 2'-0 OF END OF PIPE. UNDERGROUND \OTES 1. AFP SYSTEMS, INC. CONTRACT STARTS AT FLANGE AT FLOOR INSIDE BUILDING. 2. ALL UG PIPING IS BY OTHERS. 3. NA 4. NA PUMP ROOM NOTES: 1. NONE THIS PROJECT. Site Coordinates Site Soil Classification Risk Category 47.47401°N, 122.26105°W Site Class D - "Stiff Soil" I/II/III BACKGROUND REVISION INFO PLOT DATE: USGS-Provided Output Ss = S1 = hetti» Br 1.473 g 0.551 g SMS = SM1 = 1.473 g 0.826 g SDS = 0.982 g SD1 = 0.551 g SEISMIC ZONE MAP SCALE: NO SCALE iukwda i�rudpal C©tul .W." fitkwvita Ficv+iq . _. Tuk ila;l kwy'r ~�. `.1 ukv�ila Pkwy", _ TalsrWddYtir+gs ,.ttmind t.Ilrrtsr6ng M#4f �, cs 1:1,rr,u;.crnrat A is NordsironSrtrthcenter Library Confection at SQUttac rntr'r '' Westfield ' Southcenter Mall' Victoria's Secret P E Bowlinj, rds & Events This :stamp impaes that .the' designing agency'has submitted .the; plans and required,: supportit'r ►P,aa daleftions for professional review and the drawings/calcula#ions :'are found: to be . in . significi4arts.Vdoe i Iiance . with •' 'NEPA standardsTspecifically:'pamphlet NFPA ,13 2013 & NFPA 14. t.1013, Subject 'tcf, review , comments: noted in' the September. 14, 2 16 review, letter issued by this office. The review can' be considered comprehensive':orgy 'to the extent of the data supplied to' the'. ' '; reviewer.Q LAr�tn�r� m �" tdgr@e t Project: Holiday Inn' Express =- Tukwila, A- '.AFP #16021 WO�AER. & ASSOCIATES FIRE' PROTECTIOi4Pk€@ ULTING IENGINEEf STI ...:..... Bake VICINTY MAP 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB# 0067534 WA CCB # AFPSYI*091 B Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM AYNE 09/0612016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: COVER SHEET SHEET: FP -01 reE" o 1 of 1 1 SEE ENLARGED VIEW FP -08 SEE FP -01 SITE PLAN FOR UG CIVIL DETAILS BY OTHERS DRY STANDPIPE TO 4' FDC TOTAL JOB SPI\ <LE� 1" TYCO LFII TY4334 4' VICTAULIC WALL PIV SERIES 773 W/TAMPER SWITCH 4'DRY STANDPIPE 6' VICTAULIC WA PIV SERIES 7 UG SUPPLY i►, TYCO TY -FRB TY323 SY WHITE STYLE 20 CHROME ® a„ TYCO LFII TY2234 CHROME STYLE 20 FLOOR CONTROL WITH PRESSURE RELIEF KIT 0 TYCO FRB TY313 BRASS V 30L LEGE SIDEWALL 155 5.8 37 RECESSED 155 5.6 i"NPT 204 PENDENT RECESSED 155 4.9 4"NPT 285 PENDENT UPRIGHT 200 5.6 i"NPT 229 115'-8 1/2" 34'-8 1/2" ►, TYCO SW -20 TY5332 STYLE 65 PN 1175 BRASS 2' MAIN DRAIN OOR BLACK EEL, SPRINKL UNDER S LANDING. . Mit ..`.MIrkIii: ill ti Ftriro406 so ,: t mit atimormiir Aim ovr S� 1111111111 - - �aJru.� 7' ointrat4,, 1� COMMAND P:. 4 %,Q'`1 _tL 1)4 34 I'►�% �.IiiiNli►r1ii ..,.i n.• �r,ii��r �i r II� !77 (11 r7ru7 ala L ter... r if TYCO FRB TY313 IMRS E-1 LG SIDEWALL 200 11.2 8 UPRIGHT 155 5.6 4"NPT 37 TOTAL i 800 5 I '-6" Level 3 -211 "4-1011 3-1 HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: LVL 1 POOL N0. OF SPRINKLERS: 12 1 It fk9OL EQUIP.1 ROOM .;-#1 5 _ 1 4 I '-3" Level 2 BOD 40'-3" MPLOYEE R 114 20-0 _ BASIS OF DESIGN: 1. DENSITY: .15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 1500 SQ.FT. 3. OCCUPANCY CLASSIFICATION: ORD GP1 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: 98.4 PSI @ REF. POINT: BOR SAFETY: 40.8 PSI 804.8 GPM 250 GPM 3' BOD 40'-0' 114 5 ► -FUNCTI 7341 ► 016 STING ROOM SECTION D -D SCALE: 3/16" = in TYCO S 20 16'x16'SPACING 38gprn Min, Flow 11.5psI Min. Pressure 6' to 12' Deflector -To Ceiling Distance. (12) Typical BOD gE 40'-0' 11- 3'x2' RC 3-0 8-1 W 114 06 MEN AFP SYSTEMS CONTRACT STARTS HERE. LET AUNDR UND UTE 114 10-61f #1 UG SUPPLY BY OTHERS N.I.0 FOR AFP SYSTEMS 6" UG IBR SPRINKLER HEADS A- BOTTOM OF PIT W /HEAD GUARDS. ,. 'AhiiF I *Ar- I MCI 1111111 ST - I�IIIIII ifilL�. la whionmillietai 6' VIC #705 B W/TS 3'-2" 351-8 1 1 / 16" AUTOMATIC FIRE PROTECTION SYSTEMS, INC. SECTION A -A 114 RID,E6)40 SCALE: 1/4" = 1'-0" TO STAIR 1 &2 STANDPIPES PANTRY VESTIBUL 3-6 4- RID3E 8-0 6:40 EL. 39'-8J ' TO PORTE COCHERE 4" TYCO DRY PIPE VALVE MODEL DPV 1 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB# 0067534 WA CCB # AFPSYI*091 B Z C A936000 GROOVExGROOVE 3-6 4- RID3E V06 Nam im AUK114 114 114 6" VICTAULIC OS&Y SERIES 772H 2" DRAIN TO OUTSIDE ES DQUBLE CHECK DETECTOR ASSEMBLY W/ TAMPER SWITCH 0-6 .-14'-3' AFF 4" VICTAULIC OS&Y SERIES 772H DRAWN BY: CHECKED BY: DATE: JIM 54YNE 09/06/2016 6'-0" / 53'-O 1/2" 7'-G" Level I L. 28'-0" 115'-8 1/2" HYDRAULIC SYSTEM DESIGN INFORMATION HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: PORTE COCHERE NO. OF SPRINKLERS: 36 4GOL LOOKING SOUTH PROJECT: HOLIDAY INN TUKWILA TO FDC 4" UG SUPPLY BY OTHERS AFP PROJECT #: 16021 1st FLOOR PIPING PLAN LOCATION: LVL 1 COMMON AREA NO. OF SPRINKLERS: 13 BASIS OF DESIGN: 1. DENSITY: .15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 1500 SQ.FT. 3. OCCUPANCY CLASSIFICATION: ORD GP1 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA NORTH SCALE: 1/8" = 1'-0" SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: @ REF. POINT: BOR 511.1 GPM 250 GPM BASIS OF DESIGN: 1. DENSITY: .15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 1950 SQ.FT. 3. OCCUPANCY CLASSIFICATION: ORD GPI 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: SECTION B -B. 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: @ REF. POINT: BOR 978.1 GPM 250 GPM 76.2 PSI TITLE: 1st FLOOR PIPING PLAN This stp# thign141l a eriZ` as submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. SAFETY: 55.8 PSI 65.9 PSI DRY SYSTEM VOLUMN 160 GALLONS SAFETY: 83.3 PSI SEE FP SEE FP -09 HANGER AND BRACING DETAILS Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS SHEET F P-02 R`" 0 2 of 11 TOTAL J03 a , neo SPI KLE� SYV 30L LLCE\D LFII TY4334 TYCO TY—FRB TY323 WHITE STYLE 20 CHROME SIDEWALL 155 5.8 37 TYCO LFII TY2234 NIUE CHROME STYLE 20 RECESSED 155 PENDENT RECESSED 155 PENDENT 7 U z 1 i—vv,N vv111 1 ,w1— TV 1 1 1 1 1 rNL...J.) JINI INIL.,Lr Mme, 1 — — --1-- 1-110'-9 1/2" 110'-9 2' 6" 5'-6" I I'-6" 20'-0" 34'-8 1/2" 4'-0" 2'-7" (V in (4) SLEEVES 0 LANDING EL 3�-4 2'MAIN DRAIN 145'-3 1/2" '1 0 ® LANDING EL 47 -2" 0- ® LANDING EL. 57'-5" joT; IgiIiIIi 0 / Ca - \Q IIIRIL$Mirk 4,10111111 I I CNI cc'' I. - o 1J . 14 �li / 1M XV 1M t 1.P- . 1>t 0 1M 1t 13,4 • 0-� ^►EKING r 11-0 5JITE N_+1 r 9- o -1 4-6 6-6 0-. ao 0 ,' KING SUITE 0® 0 20 202 0 0 , �: triill KING S .r r t th JITE 0-• O J„ O 1 X- KING SUITE /-r=- N ® 203 0 ® 0 204 Q x. O Q * ° 6-6 4-6/ 0 / 4-�6 6-6l i DBL QUEE e° ® -- M 6/c . - ao 03 \1 O 0 KING 0 - 20G 205 I O• I WOK F\IDBL QUEE e 1 �- O / O 1� / 1 KING 1 0 0 it 207 ® o 208 m m 61 DBL QUEE 0 O- X10 KING I 2 I 0 / _ 209 110U -LET -- '-co FOR CHUTE HEAD. LAUNDRYI SPR. �_-; p p . 1;0 � �11►T4 O t `� /4-6 6-6/ 511 0 1-� / KING SUITE1 0 �0 � r o 2 12 0= _ ii;1 1 `° �3L's 0 1 / / 0 uND� .'1UTE o o 4 0 - - 6' WET STANDP IPE 2' HOSE VALVES 0 7-8Y4 6l40 13 / I BEDROOM SUITE -21i DBL QUEEN i10U5EKEE'I 1 LVA O: ® „ -- �- STAIR 1 229 227 ►4 r----11] _ _ KING SUITE � o O 2 14 O ,. �0 p 0 ELEVATOR e LOBBY ►+ ►, x i to 0 817 � �oU - t 1/4 '-6 5-6 1 / 223 COR"IDOR p 1' - 1, STAIR # I ® ® 2235-1 ST I1 CO 1 1K 11� ix 1)i 1 11� tD / tkt It / r 1 �' 1 111 I Ir= COII p .�= y 1 i 1 11� ® 11� IOli 5-3 r 6-75� ®3-3>'i / 7-5 3- 4-111 8 4 1 1-0 11 -6 ® / 9-6-3 ® 19 rN / 13-9 I I o 114 " o 1i4 c; - 11d r,/.� 134,r_jJ4 .-, ® n >N,� 11� o 0 a 11st I ® A ® 1 tkt 0 0 ix O 9 0 , 5- �.. 1 .. r •-111¢ • • 2-t -6 "3- O 1 : 5-. 1 -0 - 5 6- _ — (c) —_ 0 �- I di ( °O "oa m o / u o 0 O ao r- i r' I TT LJ tn 10`O - L.. / 1140 1kt 4 DBL. QUEEN SUITE 10 DBL. QUEEN SUITE DBL. QUEEN 404-7 KING SUITE ACC - `l r- DBL '13 0 QUEEN 13 0 ' 20'x20' MAx. HEAD SPACING DTI5M6EN ® / 1 DBL QUEEN li DBL QL 10-1 / 222 220 2 I : 2 I G o * co . EEN 1-00 230 228 226 222- 114 O 110 O t 4 0 4i 0 v 52'-8" 53'-0 1/2" 2'-7'' 7/` z//21-6"/ 11 O'-9 1/2" / / (t) 2.2 4.1 6.1 6.2 7.3 (73. 9 10 (4) SLEEVES LANDING EL 34'-4" O LANDING EL. 47'-2" ® LANDING EL. 57'-5" O LANDING EL. 67'-8" 6"SLEEVE 0 01 O TYCO TYCO TYCO FRB TY313 SW -20 TY5332 FRB TY313 BRASS STYLE 65 PN 1175 BRASS (3) 4" SLEEVE ® LVL 2 LANDING EL. 41'-3" LVL 4 LANDING EL 61'-9" LVL 3 LANDING EL 51'-6" 5'-8" 3 TA Ik 2 UPRIGHT 200 SIDEWALL 200 '-5" UPRIGHT 155 14'-4" 20'-0" 5.6 "NPT 4.9 i"NPT 5.6 4"NPT 11.2 5.6 l"NPT TOTAL (3) 10" SLEEVE ® LVL 3 LANDING EL. 51'-6" ® LVL 4 LANDING EL. 61'-9" CD LVL 5 LANDING EL. 72'-0" (1) 10" SLEEVE ® LVL 2 LANDING EL. 41'-3" SLEEVE PLAN STAIR #2 SCALE: 1/4" = NORTH 2'-6" 1'-5" (4) 10" SLEEVE ® LVL 2 LANDING EL 41'-3" LVL 3 LANDING EL 51'-6" ® LVL 4 LANDING EL 61'-9" • LVL 5 LANDING EL 72'-0" S AIR # 1 ASLEEVE PLAN STAIR #1 SCALE: 1/4" = 1'-0" NORTH 204 285 229 8 37 800 AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CC B# AFPSYI*091BZ C A936000 DRAWN BY: CHECKED BY: DATE: JIM 44Th 09/06/2016 PROJECT: HOLIDAY INN TUKWILA SEE FP -01 FDR NOTES SEE FP -09 HANGER AND BRACING DETAILS AFP PROJECT #: 16021 TITLE: 2nd FLOOR PIPING PLAN 2nd FLOOR PIPING PLAN NORTH SCALE: 1/8" = 1'-0" PIPE SIZING TYPICAL FLOORS 2nd, 3rd,& 4th REFERENCE 4th FLOOR HYDRAULIC CALCULATIONS. This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express — Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS SHEET FP -03 REV 3of11 v z DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF A.F.P. 'ALL RIGHTS RESERVED: FLOOR CONTROL WITH PRE RE RELIEF KIT • O 11a-9 1 /2" 2'-6" 35'-G" 11 '-6" 20'-0" 34'431/2" 2'-7" 1!fi' FIRE HOSE CABINET WITH RACK, 150' OF 1'DOUBLE JACKET HOSE, SOLID METAL DOOR, 1' ADJUSTALBLENYLON FOG NOZZLE WITH BUMPER 2'MAIN DRAIN O LANDING EL. O LANDING EL. 57'- O LANDING EL. 67'-8" 6"SLEEVE N kf 114 1-1 w 4-6 KING SUITE 302 N N 0 • 0 KING SUITE KING SUITE 304 N U) m tn N 6' WET STAND') [PE 2' HOSE VALVES STAIR 1 1h" FIRE HOLE OABINET WITH RACK, 150' E F 111'DOUBLE JACKET HOSE, SOLID METAL DOOR, 1V ADJUSTALBLNY_ON FOG NOZZLE WITH BUMPS • 0 m ORRIDOR 6-71i s'3 -3Y 7-5 3-6 4-111 v 0 I3 1 114 -6 "3- 1 5-. 0 11� 6 ,,, •-11Ii L-_ 13i 0 3 13lii 44-01 DBL. QUEEN SUITE DDL. QUEEN SUITE KING SUITE A DBL QUEEN ,,yy20'x20' MAx.� YD4EHG 328 DBL QUEEN DBL QUEEN 2'-6" 52'-8" 53'-0 1/2" 2'-7" 1 10'-9 1 /2" 0 0 A3rd FLOOR PIPING PLAN SCALE: 1/8" = 1'-0" NORTH PIPE SIZING TYPICAL FLOORS 2nd, 3rd, & 4th REFERENCE 4th FLOOR HYDRAULIC CALCULATIONS. C TOTAL J03 S KLE SYV3OL LECE\D ® 1" TYCO LFII TY4334 WHITE SIDEWALL 155 5.8 STYLE 20 ® TYCO TY—FRB TY323 CHROME RECESSED 155 PENDENT 0 TYCO LFII TY2234 CHROME RECESSED 155 STYLE 20 PENDENT O TYCO FRB TY313 BRASS UPRIGHT 200 TYCO SW -20 TY5332 STYLE 65 SIDEWALL 200 PN 1175 TYCO FRB TY313 BRASS UPRIGHT 155 This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express — Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS 5.6 4.9 5.6 11.2 "NPT "NPT 285 "NPT 229 37 204 8 5.6 "NPT 37 TOTAL 800 SEE FP -01 FOR NOTES SEE FP -09 HANGER AND BRACING DETAILS BACKGROUND PLOT DATE: W W c Q W CL < Z o Z W .. >J Lai 0 oma_ F— AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CC B# AFPSYI*091BZ C A936000 DRAWN BY: CHECKED BY: DATE: JIM 54YNE 09/06/2016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: 3rd FLOOR PIPING PLAN SHEET FP -04 "E" 4of 11 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF A.F.P. HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: 4th CORRIDOR NO. OF SPRINKLERS: 5 BASIS OF DESIGN: 1. DENSITY: .15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 3. OCCUPANCY CLASSIFICATION: SQ. FT. ORD GP1 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: ® REF. POINT: BOR 334.6 GPM 250 GPM 35.5 PSI SAFETY: 101.3 PSI 5 HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: 4th FLOOR ROOM NO. OF SPRINKLERS: 4 BASIS OF DESIGN: 1. DENSITY: .10 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: ROOM SQ.FT. 3. OCCUPANCY CLASSIFICATION: LIGHT HAZ 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: ® REF. POINT: BOR 261.2 GPM 100 GPM 125.6 PSI SAFETY: 17.2 PSI 3 4 4.1 5 7 4' AND 2' PIPE ARE BLACK STEEL SCH 10 8 9 10 4'-0" 27-6" ' n: s 34'-8 1/2" 4'-0" 2'-7" CONNECT TO STANDPIPE DRAIN IN STAIR 2 4th FLOOR PIPE EL.71'-6' -6' BOD 6' COMBINATION STANDPIPE 23V' HOSE VALVES FLOOR CONTROL VALVE 5th FLOOR PIPE EL,71'-3' .9''-B►lD I! -- - 21MAIN DRAIN ■ Fre . (4) S, ;EVES _ 13411UP JO KING LANDING EL. 47 -2 AR, �it� • LANDING EL. 57'-5" ON X14,.- -=^^"`=*'' RRIDO' 64 400 4'DRY ® LANDING EL. 67'-8" 23k' Ht'• �) r.,..t".... ll t 4~+ N " STAIR ►; �`' a i - Q 6"SLEEVE �, ,+• �'' : o `I 1,-2' t=om= :;.,.rte - %RI Gid I`;o , E - o,., sor sOD ■ - L.�E � ' M'MEN 429 14 ® r• PJUi kf 1 ,. it 10-1 t* a':. 10- /,, 4-6 6-6 ► f ll 4 -T- KIfir4. r ,� p i NUM p 1 �, �, , i lwi'.'+9 -�". �Iil +moi KING SUITE :� �- . 01 �� 402 ll [..■N r�.r mri■ ?;aN II - .,.,.. ..rc'.'__� ,, T- .�' -.s_`. -.,a .. vc.•L �� N r I I I KING ' UITE Q ' •t ■I' � KING SUITE d7 °'�.. 1 p 4C3 p Fp 'p 404 p �o 8 p 0 ''� 420 - M. b ® ix ixr•� ix 114 6-6 4-6 �1 o 11.11111711 off■ 4 6 �' _ 1 • �4 � p 1 Eill O ., �406 KING SBL QUEEN .405 O rp-;ti. ►'e-8 / 61111111 1_°h!II'L � Ca 1 w a -L"� �-- `,'� KING DBL QUEEN r� �. t goo O J`� �O �-; O 1408 I_ 407 (I +°' �ti,,, r �»r�rl w, I 4 r -' 0 0 •�' °� -� I.I KING N PBL QUEEN O o O 41 0 409 '■UTLET FI► -B j■; OR LAUNDR � ►� ` Y in _ HUTE SPR, EAD. - C; MEI IT r �J �' 0) .6. ' c ■fly mi. .. --1 I BEDROOM DBL QUEEN •- D �� i 'i'UP T❑ DA! PIPE VALV ' q� ■' t0 4-6 0 6- SUITE �\+ i 427 5-1 0-1 �, I' 429 �k" -2 1 N li �.reI(1J- KING SUITE M : I - R°° HUT, �_ ii:�"� p p o M 7-81i 5 61J ..13 -10 �' - 1 6' WET STANDP'PE .- . HRJSEKEEIq ,Ii N DnAIN' CON O ff, >�I ®� +, q ti 9rt m STANDPI I.........., , 2' HOSE VALVES 4 I I p" STAIR 1 1kl_ IN STAIR I(_ '-'`' J -2 4£ �I X11 - ' 1r_.__ �L�� .. �... r 1.. a t 111 I --,....,.._.....- '=14 ! KING SUITE ; 1 , c c Oja �'J r°° roD �� 0 `-71" �- Cy •-- . t1�_ 1I� : LEVATOR ►, _ o, , a� .. .. i Elm, '-' 1 I3 , "' ' '- 1 0 O 1 ►y, OBEY ., �ti+ 111 C -6 f0® 5-6 1 ®1q �P 423 L \\ h RI , miI1IILHD!i ® 11>~ �I 13� �� I� 11� 11tEill Ili ���„��� �co 6 £ inn � • 13 9 ►M4 I,• 116- ►' 3 11'i�rI _�,},.8-•)4 `;'4 _0®NIilI, ri .. � MIIkt . 114 04• 1 t'. 1/4 ® ®11111: 11/ 1 ®11,1111111111 ill 1/4 Ci I I MU' mir=1111MNI A {� 4ot `•3-1 •��_.-,. 1� 0 . 5 9 ' -I• 5- . 9 _ 111 - • _ >r • • -'- • _ • • 1 Q' of x. CI, Qi+ O , 4 4 O 4 O 44� t• 4 p co p 4 oo 4 ,'. 0 of oo , • r , • A w IQ rl ��/; r I,I : .- T - 1 .. .: .. a •,' J- ►, it , i�r� FOX Y• ��.ii�' aat-Y..�.y�l..t.±...44( •,t�� `, , 6-7f { :...ir i'rn...� , 6-7 6-7 ���+rw,+r 6-7 i. - 2 ��ra�= 6-7 IL 6-7 rI 1: ■�ur���Au.�ra�� 6-7 4-5}� X114' r •-7 6-7 �._..__ r L r - x, R c. O O li �.� -00 13r 1300 13c4 O .4 1t O 1):t ; - Cn O 3o 13 0 DBL QU�gJ 20' MA ' 1i O O k DBL QUEEN DBL QUEEN O 1 11¢ DBL QUEEN 10-1 - Mo 1 - 430HEAD SPAS TYP. LFII G 428 426 424 1 114 (� DBL. 6 ►QN .1 DL. QU N 13rDBL. QU -N 13`4QUEEN SUIT7 � ( II' - - SUITE SUITE SUITE ACC 422 420 418 41G ,_ ' 13'-3 ' 2'-6" 52'-8" ( 53'-0 1/2" - 110-5 1 /2" ,■ C C 2.1 2.2 4.1 6.1 6.2 4th FLOOR PIPING PLAN NORTH SCALE: 1/8" = 1'-0" 7.3 7.4 9 I 0 PIPE SIZING TYPICAL FLOORS 2nd, 3rd, & 4th REFERENCE 4th FLOOR HYDRAULIC CALCULATIONS. TOTAL J03 1" O IPS 41, TYCO TYCO SD I \ LFII TY4334 WHITE STYLE 20 TY -FRB TY323 CHROME TYCO LFII TY2234 CHROME STYLE 20 TYCO FRB TY313 BRASS TYCO SW -20 TY5332 STYLE 65 PN 1175 TYCO FRB TY313 BRASS SYN OL LECE\ID SIDEWALL 155 RECESSED 155 PENDENT RECESSED 155 PENDENT UPRIGHT 200 SIDEWALL 200 UPRIGHT 155 This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS 5.8 37 5.6 "NPT 4.9 l"NPT 285 5.6 "NPT 229 11.2 8 204 5.6 "NPT 37 TOTAL SEE FP -01 FDR NOTES SEE FP -09 HANGER AND BRACING DETAILS 800 AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB# 0067534 WA CCB# AFPSYI*091 B Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM 'BAYNE 09/06/2016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: 4th FLOOR PIPING PLAN SHEET FP -05 "Ev 5 of 11 U z ALL RIGHTS RESERVED: 110'-9 1/2" 1 11-6" 34'-8 1/2" 3€' FIRE HOS %'DOUBLE J ADJUSTA UMPER a' HOSE VALVES CABINET WITH RACK, CKET HOSE, S❑LID MET BLENYLON FOG NOZZLE 150' OF L DOOR, WITH (4) SLEEVES I ANDING FI . LANDING EL. 47 -2' t� LANDING EL. 57'-5" LANDING EL. 67'-8" 6"SLEEVE KING SUITE SUITE KING SUITE SUITE FLOOR SW HDS FEED M 4th FLOOR DBL QUEEN DBL QUEEN HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: 5th CORRIDOR DBL QUEEN NO. OF SPRINKLERS: 5 BASIS OF DESIGN: 1. DENSITY: .15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: SQ.FT. 3. OCCUPANCY CLASSIFICATION: ORD GP 1 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: ATTIC ACC1=55 IR- ❑MPRESS❑R I FP -01 EG ND \UND MUTE SUITE )12 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: @ REF. POINT: BOR 348.8 GPM 250 GPM I BEDROOM SUITE 'OUTL T OR LAUNDR HUTE SPR. EAD. 101.1 Psi SAFETY: 41.6 PSI HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: 5th FLOOR ROOM NO. OF SPRINKLERS: 4 13' FIRE RACK, 150' 0 HOSE, SOLID ADJUSTALBL WITH BUMPER SUITE ELEVATOR LOBBY BASIS OF DESIGN: 1. DENSITY: .10 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 3. OCCUPANCY CLASSIFICATION: 4. COMMODITY CLASSIFICATION: 5. MAXIMUM STORAGE HEIGHT: SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: @ REF. POINT: BOR SAFETY: ROOM SQ.FT. LIGHT HAZ NA NA 231.2 GPM 100 GPM 121.4 PSI 21.5 PSI - - 13� EL.79'-10' DBL QUEEN 5th FLOOR/SW SPK. HDS REED, FROM 4th FLOOR TYP, DBL QUEEN 528 DBL QUEEN 526 DBL QUEEN 524 DBL. QUEEN SUITE DBL. QUEEN SUITE DBL. QUEEN SUITE QUEEN ACC SUITE 516 53'-0 1/2" 2'-7" 5th FLOOR PIPING PLAN SCALE: 1/8" = 1 '-0" NORTH TOTAL J03 a 1" TYCO O ilf ift TYCO SI\ CLEC LFII TY4334 WHITE STYLE 20 TY -FRB TY323 CHROME TYCO LFII TY2234 CHROME STYLE 20 TYCO FRB TY313 BRASS TYCO SW -20 TY5332 STYLE 65 PN 1175 TYCO FRB TY313 BRASS SYv 30L LECE\D SIDEWALL 155 RECESSED 155 PENDENT RECESSED 155 PENDENT UPRIGHT 200 SIDEWALL 200 UPRIGHT 155 EL. 83'-0" 5.8 37 5.6 a"NPT 4.9 "NPT 285 5.6 i"NPT 229 11.2 --- 8 204 5.6 "NPT 37 TOTAL S�CTI L. 71'-6" TO STAT ONTINUED, SEE FP -05 4TH FLOOR \ G AIN 1/4" = 1,-0// This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS 800 SEE FP -01 FDR NOTES SEE FP -09 HANGER AND BRACING DETAILS 0 z z BACKGR P ♦VJ vJ W cL X< W Q z L.L. Z W .. >- > J 4tC =I .0 z wJQ AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CCB # AFPSYI*091 B Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM 4TNE 09/06/2016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: 5th FLOOR PIPING PLAN SHEET FP -06 RE" 6 of 11 ATTIC/ROOF 4" TYCO DRY PIPE VALVE MODEL DPV-1 �.cc .r 8'-6' GROOVExGROOVE i7 o'_ •' --` 4" VICTAULIC 705 BUTTERFLY VALVE/TAMPER SWITCH �• 80�� N , 5th FLOOR d I 2" EL. 72'-0" - S�CTI L. 71'-6" TO STAT ONTINUED, SEE FP -05 4TH FLOOR \ G AIN 1/4" = 1,-0// This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS 800 SEE FP -01 FDR NOTES SEE FP -09 HANGER AND BRACING DETAILS 0 z z BACKGR P ♦VJ vJ W cL X< W Q z L.L. Z W .. >- > J 4tC =I .0 z wJQ AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CCB # AFPSYI*091 B Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM 4TNE 09/06/2016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: 5th FLOOR PIPING PLAN SHEET FP -06 RE" 6 of 11 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF A.F.P. SYSTEMS, ATTIC/R❑OF SYSTEM DRY SYSTEM V❑LUMN 340 GALLONS HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: ROOF/ATTIC NO. OF SPRINKLERS: 29 BASIS OF DESIGN: 1. DENSITY: .15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 1950 SQ.FT. 3. OCCUPANCY CLASSIFICATION: ORDINARY 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: @ REF. POINT: BOR 783.9 GPM 250 GPM 94.9 PSI SAFETY: 44.6 PSI 0 0 0 I l' -G" 20-0" 34'-5 1/2" TO INS-ECTOR'S TEST. 23bx13-7 BE `IR - IIS. •• aft Algal quirr 2'-7" M<15 -c G 05 , O • m if r- 1 94' 2V 1111111111►, p4 0-611. ATTIC/ROOF SYSTEM DRY SYSTEM V❑LUMN 340 GALLONS EL. 8' -4V C -row- X11 rtI,D • -10 4-,O�a ,RMPik.AILMISMINK • In • 11111111CAMIL IMMIWAIIIMITMIIIN NI ME szw. EL. 88'-4 1 9-71M i -ask. wiliermlw4�immamem-tee MEE'EAIII1l MEll� a ;ti `ZO ' TO OVA' •RAMING EL 97' RL • ' AUU1I_ M • E.2 EL, 93'•2V 11 qP 30111191151111 r�Iir�11 -UP OVERFRA 1.� f 145'-3 I /2" rrr0 8 0 - 11-0 J 10-0 coI oo v rdm 2'-G" liWzr 23x10-6 'BE 2t'Yx1-4 4 GB q-\/ ,rte 53'-0 1/2" 521-5" 2'-7" 10'-9 1/2" 0 0 ATTIC PIPING PLAN SCALE: 1/8" = 1'-0" NORTH OVER FRAMING ATTIC PIPING PLAN SCALE: 1/8" NORTH 1'0" r J4 3 0-6 HYDRAULIC SYSTEM DESIGN INFORMATION LOCATION: ROOF/ATTIC NO. OF SPRINKLERS: 37 BASIS OF DESIGN: 1. DENSITY: .15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE: 1950 SQ.FT. 3. OCCUPANCY CLASSIFICATION: ORDINARY 4. COMMODITY CLASSIFICATION: NA 5. MAXIMUM STORAGE HEIGHT: NA SYSTEM DESIGN: 1. WATER FLOW RATE: 2. COMBINED HOSE: 3. RESIDUAL PRESSURE AT THE BASE OF RISER: @ REF. POINT: BOR 959.9 GPM 250 GPM 104.4 PSI SAFETY: 32.9 PSI TOTAL J03 ® 1" TYCO 0 $a4 TYCO SPJN\ CLEC SY LFII TY4334 WHITE STYLE 20 TY -FRB TY323 CHROME TYCO LFII TY2234 CHROME STYLE 20 TYCO FRB TY313 BRASS TYCO SW -20 TY5332 STYLE 65 PN 1175 TYCO FRB TY313 BRASS V 30L LEGE\ SIDEWALL 155 RECESSED 155 PENDENT RECESSED 155 PENDENT UPRIGHT 200 SIDEWALL 200 UPRIGHT 155 EL, 88'-43¢' SECTION S -S 1/8' = 1'-0' 5.8 5.6 4"NPT 4.9 i"NPT 5.6 3"NPT 11.2 --- 5.6 4"NPT TOTAL gJQ� '` 4 3 a3' 3Q JQ -0-6 -3Y/ G 3-431 SECTION T -T 1/8' = 1'-0' 7.3 z -EL. 83'-0' 1-0 'y Q ti� .- cf JQ' ox'I,�Q of 4 -7-3- -3 -3 �� \--3 7 3 3/,, Q 6\c8J4 OVER FRAMING ATTIC PIPING PLAN SECTION V -V 1/8' = 1'-0' This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS SCALE: 1/8" = 11-0" NORTH 3 37 204 285 229 8 37 800 SEE FP -01 FOR NOTES SEE FP -09 HANGER AND BRACING DETAILS 0 z 0 z CO PLOT DATE: E REVISIONS v) � W W CL � Cl. XQ W dr < Z i.fr Z W ., >- > J C(� W04 0 ©C = cn I - AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CCB # AFPSYI*0918Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM 54 NE 09/06/2016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: ATTIC PIPING PLAN FP -07 R`° m 7of11 J U z vi w 0 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF A.F.P. 15'-11" Roof Mid-•oint 92'-3" I � 2 2'-6" �f I 1 r r r (4) 10" SLEEVE ® LVL 2 LANDING EL. 41'-3" ® LVL 3 LANDING EL. 51'-6" ® LVL 4 LANDING EL. 61'-9" ® LVL 5 LANDING EL. 72'-0" .0. PL LVL 5 on 81'-0" 131" OUTLET F FIRE HOSE VALVE CABINET EL. 77'-0" FIRE HOSE CABINET 3rd 4 5th FLOORS 231" GOL FOR FIRE HOSE VAL 6" RISER CLAM 231" GOL FOR FIRE HOSE VALVE 6" RISER CLAM 131" OUTLET FOR FIRE HOSE VALVE CABINET EL. 56'-6" FIRE HOSE CABINET 3rd 4 5th FLOORS 231" GOL FOR FIRE HOSE VALVE 6" RISER CLAM 231" GOL FOR FIRE HOSE VALVE 6" RISER CLAM 6" GOL FOR STANDPIPE SUPPLY 231" GOL. FOR FIRE HOSE VALVE iii =i ii -iii= -iii-iii II IIi Level 5 72'-0" Level 4 6 1 '-9" Level 3 51 '-6" Level 2 41'-3" Level 1 III I III -III III- III -III -III-III-) STAIR #1 STANDPIPE ELEVATION VIEW 28'-0" SCALE: 1/4" = LOOKING NORTH 51 r STAIR #1 PLAN VIEW SLEEVES SCALE: 1/4" = 1'-0" (3) 4" SLEEVE ® LVL 2 LANDING EL 41'-3" ® LVL 4 LANDING EL 61'-9" ® LVL 3 LANDING EL. 51'-6" 1'-5" (4) SLEEVES ® LANDING EL 34'-4" O LANDING EL. 47'-2" ® LANDING EL. 57'-5" ® LANDING EL. 67'-8" 6"SLEEVE 0 0 0) 5'-8" 14'-4" 20'-0" (3) 10" SLEEVE LVL 3 LANDING EL. 51'-6" O LVL 4 LANDING EL. 61'-9" • LVL 5 LANDING EL. 72'-0" (1) 10" SLEEVE 0 LVL 2 LANDING EL. 41'-3" STAIR #2 PLAN VIEW SLEEVES SCALE: 1/4" = 1'-0" 4"DRY STANDPIPE SEE FP -01 SITE PLAN FOR UG CIVIL DETAILS BY OTHERS 4" VICTAULIC WALL PIV SERIES 773 W/TAMPER SWITCH 6" VICTAULIC WA PIV SERIES 7 1 1 5'-8 1/2" 34'-8 1/2" 2" MAIN DRAIN DOR BLACK EEL. 4"DRY STANDPI 2V2" HOSE VAL STAIR 2 er; rah BFO BFI --- - I �,,�,I,,. ,�WINN 1111111111114111111111 will ■rff 'w►u■I I•U _ 1, B air*t►�!<1Tie,�` arc 1111117 mM' ."011111' ki rE r . . "' I'i�►�. - 1.1 am V/1r�7 �. Vi,I11l9ar� `�if���'•��?��� �iiiSllflRl1.11� mom.44 WAN V� AIR CIMPRESSJR SEE FP -01 LEGEND L S G R HEADS AIR AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 9-4 C-3" BOD EL. 40'-0" 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CCB # AFPSYI*091 B Z C A936000 MOL EQUIP. ROOM 1%. '4 EAK ROO I ter_ #= 11— co 9 (NI ro 1 LEVEL 1 DRAWN BY: CHECKED BY: DATE: JIM I AYNE 0/06)/2016 EE ING ROOM ENLARGED PLAN VIEW SCALE: 1/4" = 1'-0" N This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 201,6 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express — Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: STANDPIPES STAIR #1 & ENLARGED LEVEL 1 PLAN VIEW SHEET FP -08 RE°m 8of 11 cal L O IN ANY FORM WITHOUT PERMISSION DATA SHOWN ON THIS SHEET MAY NOT BE USED 'ALL RIGHTS RESERVED: 2'-6" (4) 10" SLEEVE O LVL 2 LANDING EL. 41'-3" O LVL 3 LANDING EL. 51'-6" ® LVL 4 LANDING EL. 61'-9" O LVL 5 LANDING EL. 72'-0" ST R STAIR #1 PLAN VIEW SLEEVES SCALE: 1/4" = 11-0" co 114" GRV'D OUTLET " 134 234" HOSE VAVLE 1-51f 01- tD N 234" GRV'D OUTLET OUTLET FHV, CAP, & CHAIN. 4"GOL AWAY FOR DRY P. V'L SUP 10'-0" 100'1?.i" DOUBLE-r-JACKEL-HOSE �6CfOR ----- COUPU 6" RISER CLAMP—.-----"--; 1'-3" EL. 68'-3" 234" HOSE VAVLEEL• 66'-3" 214" GRV'D OUTLET OUTLET FHV, CAP, & CHAIN. t0 1 (4) SLEEVES O LANDING EL. 34'-4" ® LANDING EL. 47'-2" ® LANDING EL. 57'-5" ® LANDING EL. 67'-8" 81'-0" T.O. FL LVL 5 a) 114" FIRE HOSE CABINET, 24"x40" SOLID METAL DOOR 114" HOSE VALVE 4'-8"AFF NG 134" FIRE HOSE CABINET WITH RACK, 150' OF 13.£"DOUBLE JACKET HOSE, SOLID METAL DOOR, 114" ADJUSTALBLENYLON FOG NOZZLE WITH BUMPER 50'1X" DOUBLE JACKET HOSE DOOR 72'-0" Level 5 G I '-9" Level 4 a M 0 c c 6" RISER CLAMP EL. 57'-3" 114" GRV'D OUTLET 214" HOSE VAVLE 234" GRV'D OUTLET OUTLET FHV, CAP, & CHAIN. CO 1 CO N 100'1X" DO OOR COUP 50'9" DO BLE JACKET HOSE 134" FIRE HOSE CABINET, 24"x40" SOLID METAL DOOR 114" HOSE VALVE 4'-8"AFF i I G Be FIRE HOSE CABINET WITFr RACK, 150' OF 134"DOUBLE JACKET HOSE, SOLID METAL DOOR, 114" ADJUSTALBLENYLON FOG NOZZLE WITH BUMPER BLE JACKET HOSE 5 I '-G" Level 3 6" RISER CLAMP 1'-3" EL. 47'-3 214" HOSE VAVLE 234" GRV'D OUTLET OUTLET FHV, CAP, & CHAIN. 6 N I r. (0 1 DOOR 6" RISER MP EL. 39'-814"" EL. 34'-0" 234" HOSE VAVLE 234" GRV'D OUTLET OUTLET FHV, CAP, & CHAIN. '-'ii �i-iiiiiii iii=iiiii-iii-ii-iiiiii-i 111 i i CD DOOR 4 I '-3" Level 2 L. 39'-81¢' BOD 6" BUTTERFLY VALVE W/TAMPER SWITCH A Level I 28'-0" STAIR #2 COMBINATION STANDPIPE ELEVATION VIEW SCALE: 1/4" = 1'-0" LOOKING EAST 5'-8" (3) 4" SLEEVE O LVL 2 LANDING EL. 41'-3" ® LVL 4 LANDING EL. 61'-9" ® LVL 3 LANDING EL. 51'-6" 3 J TA ik 2 14'-4" 1'-5" 9" a co 20'-0" (3) 10" SLEEVE ® LVL 3 LANDING EL. 51'-6" ® LVL 4 LANDING EL. 61'-9" • LVL 5 LANDING EL. 72'-0" (1) 10" SLEEVE ® LVL 2 LANDING EL. 41'-3" STAIR #2 PLAN VIEW SLEEVES SCALE: 1/4" = 1'-0" WATERFLOW DETECTOR MANIFOLD BODY PRESSURE GAUGE 3 -WAY VALVE CHECK VALVE STREET ELBOW RELIEF VALVE DRAIN CONNECTION BALL VALVE BUTTERFL VALVE FLOOR CONTROL WITH PRESSURE RELIEI Roof Mid -point 92'-3" rtNi T.O. PL LVL 5 8 1 '-0" 234" GOL FOR FIRE HOSE VAVLE 214" GOL FOR FIRE HOSE VAVLE 214" GOL FOR FIRE HOSE VAVLE 214" GOL FOR FIRE HOSE VAVLE STAIR #2 DRY STANDPIPE ELEVATION VIEW SCALE: 1/4" = 1'-0" LOOKING WEST iiiii -iii ii -iii =.. ii=iii=iii=ii-iii=iiiII 4/TRY STANDPIPE 2V2" HESE VALVES STAIR 2 2" GOL MAIN DRAIN 2" GOL MAIN DRAIN 2" GOL MAIN DRAIN 4"G( PIPE 6" 21 N of 2" GOL MAIN DRAIN G" 90 RVD ELL STAIR #2 MAIN DRAIN 71-1-2-11 I . SCALE: 1/4" = 1'-0" LOOKING NORTH STAIR #2 DRY STANDPIPE ELEVATION VIEW SCALE: 1/4" = LOOKING NORTH 0 z z 0 (J) 0 U Q 0] PLOT DATE: z O (/) W Ct Ct W LL Q Z Z W .. > J >"oJ Qa-I �ZSE ‘87) AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CCB # AFPSYI*091 B Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM 13 4YNE o9/o6/20V0 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: STANDPIPES STAIR #2 This stamp implies that the designing agency has submitted the plan and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. 4' Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES ...€-am.r •a. SHEET: FP -09 "E° 0 9ofll 10.-0- 72 -0' Level 5 234" GOL FOR FIRE o ") 234" FIRE HOSE c.., VALVE �, G G 1 '-9" Level 4 ED HOSE VAVLE 4" RISER CLAMP 1'-0" c- ---- d- FLEXIBLE COUPUNG TYPICAL ON 1 STANDPIPE. co 2)4" GOL FOR �, 234" FIRE HOSE I , VALVE 5 I '-G" Level 3 G FIRE HOSE VAVLEo 4" RISER CLAMP FLEXIBLE COUPLING TYPICAL ON co STANDPIPE. CO 234" GOL FOR ") 214"" FIRE HOSE Ct, VALVE 41L3" Level 2 FIRE HOSE VAVLEco 4" RISER CLAMP FLEXIBLE COUPLING TYPICAL ON STANDPIPE. `4- a) 234"GOL r; 214" FIRE HOSE �, VALVE , Level I FIRE HOSE VAVLE 4" RISERFOR CLAMP FLEXIBLE COUPLING TYPICAL ON STANDPIPE. 28'-0" WATERFLOW DETECTOR MANIFOLD BODY PRESSURE GAUGE 3 -WAY VALVE CHECK VALVE STREET ELBOW RELIEF VALVE DRAIN CONNECTION BALL VALVE BUTTERFL VALVE FLOOR CONTROL WITH PRESSURE RELIEI Roof Mid -point 92'-3" rtNi T.O. PL LVL 5 8 1 '-0" 234" GOL FOR FIRE HOSE VAVLE 214" GOL FOR FIRE HOSE VAVLE 214" GOL FOR FIRE HOSE VAVLE 214" GOL FOR FIRE HOSE VAVLE STAIR #2 DRY STANDPIPE ELEVATION VIEW SCALE: 1/4" = 1'-0" LOOKING WEST iiiii -iii ii -iii =.. ii=iii=iii=ii-iii=iiiII 4/TRY STANDPIPE 2V2" HESE VALVES STAIR 2 2" GOL MAIN DRAIN 2" GOL MAIN DRAIN 2" GOL MAIN DRAIN 4"G( PIPE 6" 21 N of 2" GOL MAIN DRAIN G" 90 RVD ELL STAIR #2 MAIN DRAIN 71-1-2-11 I . SCALE: 1/4" = 1'-0" LOOKING NORTH STAIR #2 DRY STANDPIPE ELEVATION VIEW SCALE: 1/4" = LOOKING NORTH 0 z z 0 (J) 0 U Q 0] PLOT DATE: z O (/) W Ct Ct W LL Q Z Z W .. > J >"oJ Qa-I �ZSE ‘87) AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CCB # 0067534 WA CCB # AFPSYI*091 B Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM 13 4YNE o9/o6/20V0 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: STANDPIPES STAIR #2 This stamp implies that the designing agency has submitted the plan and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. 4' Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES ...€-am.r •a. SHEET: FP -09 "E° 0 9ofll ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF A.F.P. SYSTEMS, SEISMIC CLEARANCE REQUIREMENTS PROVIDE CLEARANCE AT ALL PIPING EXTENDING THROUGH WALLS, FLOORS, FOUNDATIONS. NO CLEARANCE REQUIRED AT GYPSUM BOARD OR EQUALLY FRANGIBLE CONSTRUCTION THAT IS NOT REQUIRED TO HAVE A FIRE RESISTANCE RATING. NOMINAL PIPE SIZE CORE DRILL HOLE OR PIPE SLEEVE SIZE AT CONTRACTORS OPTION FLEXIBLE COUPLINGS INSTALLED WITHIN 12" OF THE WALL SURFACE AND THE CLEARANCES NOTED ARE NOT REQUIRED. FIRE CAULK HOLE AND PROVIDE SPLIT CHROME ALL EXPOSED WALL LOCATIONS. (NOTE THAT AT NON -RATED FRANGIBLE GYPSUM MAY BE ON EACH SIDE WALL PLATES AT BOARD WALLS INCH MM INCH MM 1 1.25 1.5 2 2.5 3 4 6 25 32 40 50 65 80 100 150 3 3 3 4 5 5 8 10 80 100 100 100 150 150 200 250 NO CLEARANCE IS REQUIRED) BRANCHLINE RESTRAINT REQUIREMENTS PER N.F.P.A 2013, CHAPTER 9.3.6 SEISMIC COEFFICIENT, CP =.6865 SEE SEISMIC CALCULATIONS FOR C VAIUES BRANCH LINE SIZE 1" 1Y" 1Y" 2" MAXIMUM SPACING OF BRANCH LINE RESTRAINTS 45' 48' 51' 55' WHERE NOT REQUIRED: - NO RESTRAINT REQUIRED IF HANGER ROD IS LESS THAN 6" LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE. WHERE REQUIRED: - ON ALL BRANCHLINES (WITH HANGER ROD >6") AT INTERVALS NOT EXCEEDING THOSE SPECIFIED IN THE TABLE ABOVE BASED ON BRANCH LINE DIAMETER AND THE VALUE OF Cp. - SPRIG -UPS 4'-0" OR LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT. - RESTRAINT SHALL BE PROVIDED BY USE OF ONE OF THE FOLLOWING: 1) A LISTED SWAY BRACE ASSEMBLY 2) A WRAPAROUND U -HOOK 3) #12, 440 -LB WIRE INSTALLED AT LEAST 45' FROM THE VERTICAL PLANE AND ANCHORED ON BOTH SIDES OF THE PIPE. 4) OTHER APPROVED MEANS 5) A HANGER NOT LESS THAN 45 DEGREES FROM VERTICAL INSTALLED WITHIN 6" OF THE VERTICAL HANGER ARRANGED FOR RESTRAINT AGAINST UPWARD MOVEMENT, PROVIDED IT IS UTILIZED SUCH THAT L/R DOES NOT EXCEED 300, WHERE THE ROD SHALL EXTEND TO THE PIPE OR HAVE A SURGE CLIP RESTRAINT. - WIRES USED FOR PIPING RESTRAINTS SHOULD BE ATTACHED TO THE BRANCH LINE WITH TWO TIGHT TURNS AROUND THE PIPE AND FASTENED WITH FOUR TIGHT TURNS WITHIN Y", AND SHOULD BE ATTACHED TO THE STRUCTURE IN AN APPROVED MEANS BY NFPA. - WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 2 FT OF A HANGER. THE HANGER CLOSEST TO A WIRE RESTRAINT SHALL BE OF A TYPE THAT RESISTS UPWARD MOVEMENT OF A BRANCH LINE SUCH AS A TOLCO FIG. 25 SURGE CLIP. SEISMIC BRACING REQUIREMENTS NOMINAI. PIPE SIZE (in.) EARTHQUAKE BRACING SHALL CONFORM WITH N.F.P.A. #13 (2013 EDITION), I.B.C. (2012 EDITION), DESCRIPTION OF SITE CONDITIONS TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP ELBOW MAPPED SPECTRAL ACCELERATION FOR SHORT PERIODS SS= 1.473 MAPPED SPECTRAL ACCELERATION FOR A 1 -SECOND PERIOD S1= 0.551 SITE CLASS 9" D SEISMIC OCCUPANCY CATEGORY OF BUILDING 12" 1,11.111 MAXIMUM SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS SDS= 0.982 MAXIMUM SPECTRAL RESPONSE ACCELERATION AT 1 -SECOND PERIODS SD1= 0.551 SEISMIC DESIGN CATEGORY BASED ON SDS 12-0 D SEISMIC DESIGN CATEGORY BASED ON SD1 12-0 D BASED ON SEISMIC CALCULATIONS PER ASCE7-05 (SEE CALCULATION SUBMITTAL), THE FIRE PROTECTION SPRINKLER SYSTEM MAY BE DESIGNED IN ACCORDANCE WITH NFPA 13 (2013 EDITION) REQUIREMENTS WITH A FORCE FACTOR OF 1.01 N/A GENERAL NOTES: 1. THIS IS A FIRE PROTECTION WET PIPE SPRINKLER SYSTEM DESIGNED PER NFPA 13 2013. 2. ALL MATERIALS & INSTALLATIONS OF THIS AUTOMATIC FIRE SPRINKLER SYSTEM TO CONFORM TO NFPA 13 (2013 EDITION) AND BY LOCAL AHJ. 3. AFP TO PROVIDE SPARE HEAD CABINET WITH ADDITIONAL HEADS AS REQUIRED PER NFPA 13. 4. DRAINS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 13. AFP DRAINS TO BE PIPED TO OUTSIDE OR AS BUILDING CONDITIONS PERMIT. 5. ALL SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR TWO HOURS OR AT 50 PSI ABOVE THE SYSTEM OPERATING PRESSURE, WHICHEVER IS GREATER. 6. ALL ELECTRICAL WIRING, CONDUIT, DETECTION, AND ALARM/CONTROL PANELS TO BE DONE BY OTHERS. 7. ALL PAINTING, IF REQUIRED, TO BE DONE BY OTHERS. 8. PIPE SIZING PER HYDRAULIC CALCULATIONS. 9. ALL PIPE TO BE ANSI / ASTM A-795 SCHEDULE 10 OR 40 BLACK SPRINKLER PIPING WITH GROOVED COUPLINGS AND FITTINGS. 10. BRANCH LINE PIPING 1 1/2" & SMALLER TO BE ANSI / ASTM A-795, SCHEDULE 10 OR 40 BLACK SPRINKLER PIPING WITH GROOVED OR THREADED ENDS AND DUCTILE IRON FITTINGS. 11. SPRINKLER HEADS IN AREAS WITH DROPPED CEILINGS TO BE RECESSED PER HEAD LEGEND. 12. SPRINKLER HEADS IN AREAS EXPOSED TO THE DECK TO BE UPRIGHT OR PENDANT HEADS PER HEAD LEGEND. 13. CUTTING, PATCHING, AND RESTORATION OF FLOORS, WALLS, AND CEILINGS TO BE DONE BY OTHERS. EARTHQUAKE PROTECTION NOTES: 1. ALL EARTHQUAKES BRACING TO BE IN ACCORDANCE WITH NFPA-13 2013 EDITION. 2. LISTED FLEXIBLE COUPLINGS SHALL ONLY BE INSTALLED WHERE REQUIRED BY NFPA-13. 3. FLEXIBLE COUPLINGS SHALL BE LOCATED IN ACCORDANCE WITH NFPA-13 AS FOLLOWS: A. WITHIN 24" FROM THE TOP AND BOTTOM OF ALL RISERS. B. WITHIN 12" ABOVE AND 24" BELOW FLOORS IN MULTISTORY BUILDINGS. C. WITHIN 1' OF ALL CONCRETE AND MASONRY WALL PENETRATIONS UNLESS CLEARANCE IS PROVIDED PER SECTION 9.3.4. D. WITHIN 24" OF BUILDING EXPANSION JOINTS. E. WITHIN 24" OF THE TOP OF DROPS EXCEEDING 15' IN LENGTH TO PORTIONS OF SYSTEMS SUPPLYING MORE THAN ONE SPRINKLER, REGARDLESS OF SIZE. F. ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR OTHER VERTICAL PIPE. 4. CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING EXTENDED THROUGH WALLS, FLOORS, PLATFORMS, AND FOUNDATIONS, INCLUDING DRAINS, FDCS, AND OTHER AUXILIARY PIPING PER SECTION 9.3.4 OR FLEXIBLE COUPLINGS SHALL BE PROVIDED. 5. LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUM OF 80 FEET SHALL BE PROVIDED FOR FEED AND CROSS MAINS AND NOT MORE THAN 6 FEET FROM THE END. 6. TOPS OF RISERS OVER 3 FEET SHALL BE SECURED AGAINST DRIFTING IN ANY DIRECTION USING A 4 -WAY BRACE. 7. LATERAL SWAY BRACING SPACED AT A MAXIMUM OF 25 FEET SHALL BE PROVIDED FOR FEED AND CROSS MAINS AND NOT MORE THAN 6 FEET FROM THE END. 8. BRACING SHALL BE ATTACHED DIRECTLY TO FEED AND CROSS MAINS. 9. THE LAST LENGTH OF PIPE AT THE END OF FEED OR CROSS MAINS SHALL BE PROVIDED WITH A LATERAL BRACE. LATERAL BRACES SHALL BE ALLOWED TO ACT AS A LONGITUDINAL BRACE IF THEY ARE WITHIN 24" OF THE CENTERLINE OF THE PIPING BRACED. 10. SWAY BRACING IS NOT REQUIRED FOR BRANCH LINES 2" AND SMALLER. 11. THE END SPRINKLER ON EACH BRANCH LINE SHALL BE RESTRAINED AGAINST EXCESSIVE MOVEMENT BY APPROVED MEANS USING SPAY WIRE 12. C -TYPE CLAMPS (INCLUDING BEAM AND LARGE FLANGE CLAMPS), WITH OR WITHOUT RETAINING STRAPS, SHALL NOT BE USED TO ATTACH BRACES TO THE BUILDING STRUCTURE. i SEE SEE TABLE 2 TABLE 1 1/2 SUPPORT BRACE/ SUPPORT SPACING BRACE) SUPPORT CPVC HANGER SPACING CHART STEEL HANGER SPACING CHART MAXIMUM DISTANCE BETWEEN HANGERS NOMINAI. PIPE SIZE (in.) 1" 1-1/4" TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP ELBOW 2" PIPE SIZE inches SYSTEM PRESSURE < 100 psi > 100 psi 1" 12" 9" 1-1/4" 16" 12" 15-0 15-0 15-0 CPVC HANGER SPACING CHART STEEL HANGER SPACING CHART MAXIMUM DISTANCE BETWEEN HANGERS NOMINAI. PIPE SIZE (in.) 1" 1-1/4" TABLE 2 MAXIMUM SUPPORT SPACING DISTANCE INLINE SPRINKLER HEAD DROP TEE 2" PIPE SIZE inches SYSTEM PRESSURE < 100 psi > 100 psi 1" 5'-0 4'-0 1-1/4" 6'-0 5'-0 15-0 15-0 15-0 CPVC HANGER SPACING CHART STEEL HANGER SPACING CHART MAXIMUM DISTANCE BETWEEN HANGERS NOMINAI. PIPE SIZE (in.) 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 5" 6" STEEL PIPE EXCEPT THREADED UGH1WAU. 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 THREADED UGHTWALL STEEL PIPE 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A ATTACHMENTS IN TWIN TEE AREAS BASEMENT. LEVEL 1. & LEVEL 2 GUIDELINES: • AT EXTERIOR END OF SPAN, ATTACH TO SIDE OF CONCRETE TEE MINIMUM 18" FROM BOTTOM • AT MIDDLE SPAN, ATTACH TO SIDE OF CONCRETE TEE MINIMUM 10" FROM BOTTOM LEVEL 3 GUIDELINES: • AT FULL SPAN, ATTACH TO SIDE OF CONCRETE TEE MINIMUM 18" FROM BOTTOM • AT FULL SPAN, ATTACH TO BOTTOM OF CONCRETE TEE MAX 3" EMBEDMENT THERE ARE NO LIMITATIONS TO ATTACHING TO THE DECK PORTION OF THE CONCRETE TWIN TEES SIDEWINDER SAMMY OR EQUAL GYP. BOARD CEILING MAIN AND LINE DETAIL NOT TO SCALE SIDEWINDER SAMMY OR EQUAL GYP. BOARD CEIUNG MAIN AND LINE DETAIL NOT TO SCALE TOLCO DOUBLE FASTENER SIDE MOUNT FIG. 24 OR EQUAL 2 X 4 WOOD HEADER WOOD TRUSS OPEN WEB WOOD JOIST JOIST GYP. BOARD CEIUNG TYPICAL HANGER DETAIL NOT TO SCALE TYPICAL HANGER DETAIL NOT TO SCALE STRAIGHT SAMMY - SWIVEL RING HANGER WOOD JOIST ALL THREAD ROD SPRINKLER PIPE TYPICAL HANGER DETAIL NOT TO SCALE SEE ALTERNATE CONNECTION #2 MILD REINFORCED CONCRETE SLAB ROD COUPLING 1O:LC0 BLUE BANGER PRESET ANCHOR 14" FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER PRESET ANCHOR, ROD AND RING FOR PIPE 6" DIAMETER SEE ALTERNATE CONNECTION #2 MILD REINFORCED CONCRETE SLAB ROD COUPLING BLUE BANGER PRESET ANCHOR 3/8" FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER 0 3/8" PRESET ANCHOR, ROD AND RING 'TDLa FOR PIPE 1" THRU 4" DIAMETER RG. 69R r RETAINING f STRAP NO LOCK , - NUT REQ'D -1A J AG. 100 -� ALL THREAD ROD VIEW A -A AG. 65 BEAM CLAMP FIG. 200 �- ADJUSTABLE RING HANGER C) TOP BEAM CLAMP, ROD, AND RING To CO Aromwarmirown .-3/8" WASHER & NUT REQ'D DRILL 1/2" HOLE SURGE RESTRAINER FIG. 25 OR EQUAL FIG. 100 ALL THREAD ROD PIPE SIZES 1"-,1." FIG. 200 ADJUSTABLE RING HANGER LOCKING THREAD CONNECTION NUT, WASHER, ROD, AND RING LOCKING THREAD CONNECTION FIG. 65 BEAM CLAMP RG. 69R RETAINING STRAP SURGE RESTRAINER FIG. 25 OR EQUAL NO LOCK A -A NUT REQ'D VIEW a �-- FIG. 100 3/8" ALL THREAD ROD PIPE SIZES 1 "-4" FIG. 200 ADJUSTABLE RING HANGER BOTTOM BEAM CLAMP, ROD, AND RING HILTI KWIK BOLT 17 1/2" x 334 EXPANSION ANCHOR MILD REINFORCED CONCRETE SLAB HILTI KWIK BOLT 17 3/8" x 334 EXPANSION ANCHOR BRACE ATTACHEMENT HANGER ATTACHEMENT *3/8" FOR PIPE SIZE ALTERNATE CONNECTION # 1 & #2 SYMBOL i #10 SIDEWINDER SAMMY OR EQUAL NNN___ 3/8" ALL THREAD ROD LOOP HANGER TYPICAL HANGER DETAIL NOT TO SCALE SEE ALTERNATE CONNECTION #1 MILD REINFORCED CONCRETE SLAB Ji" TOLCO 109AF 910PRESET ANCHOR SWIVEL SWAY BRACE FITTING ‘'N 1" SCH 40 BRACE PIPE (7'-0" MAX.) FIG. 1000/1001 "FAST CLAMP"® SWAY BRACE ATTACHMENT SYMBOL LATERAL EARTHQUAKE BRACE NON -THREADED BRACE PIPE CONCRETE SLAB SEE ALTERNAT CONNECTION FIG. 4 / FIG. 4A PIPE CLAMP FOR SWAY BRACE 1" SCH 40 BRACE PIPE (7'-0" MAX.) 120 NON -THREADED BRACE PIPE LONGITUDINAL EARTHQUAKE BRACE CONCRETE WALL TOLCO 109AF PRESET ANCHOR FIG. 910 SWIVEL SWAY BRACE FITTING SYMBOL HILTI KB TZ EXPANSION ANCHOR TOLCO FIG. 910 SYMBOL FAST CLAMP RISER BRACE "FAST CLAMP" (2) SCH 40 BRACE PIPE (7'-0" MAX.) VERTICAL SPRINKLER PIPE FIG. 6 PIPE RISER CLAMP CONCRETE SLAB VERTICAL PIPE SUPPORT RISER CLAMP Ki 6" PIPE 1 1/2" X 0-6 PIPE (THREAD ALL BUT 1/2" 0 WELD) 1 1/2" LOCKNUT GRINNELL FIG. 1134 2" X 3'-0" BLACK SCH. 40 PIPE 2" X 714" WELD COMP. FLANGE PIPE STAND #1 1/2" = 1'-0" SEISMIC AND HANGER DETAILS NOTE: SURGE CLIPS ARE TO BE INSTALLED AS REQUIRED PER NFPA 13 2013 EDITION NO BRANCHLINE RESTRAINT REQUIRED WHEN INSTALLED WITH ROD LESS THAN 6" TYPICAL OF ALL BRANCH LINES PER NFPA 13 2013 SECTION 9.3.6.5 NO BRANCHUNE RESTRAINT REQUIRED WHEN INSTALLED WITH ROD LESS THAN 6" TYPICAL OF ALL BRANCH LINES TOLCO FIG. 58 SIDE BEAM BRACKET w/ (2)114x1" TEK SCREWS METAL JOIST PER PIAN TOLCO FIG. 100 AIL THREAD ROD SURGE CUP RESTRAINER OR RODS TIGHT TO PIPE (TYP.) TOLCO FIG. 200 ADJUSTABLE RING HANGER WIRE RESTRAINT TO BE INSTALLED WITHIN 2'-O" OF NEAREST HANGER. EVEN IF NOT SHOWN THAT WAY ON PLANS. HANGER RING NEAREST TO RESTRAINT WIRE TO HAVE SURGE CLIP INSTALLED. TYPICAL BRANCHLINE RESTRAINT DETAIL NOT TO SCALE COUPLINGS • LISTED FLEXIBLE PIPE COUPLINGS JOINING GROOVED END PIPE SHALL BE PROVIDED AS FLEXURE JOINTS TO ALLOW INDIVIDUAL SECTIONS OF PIPING 2 IN. OR LARGER TO MOVE DIFFERENTIALLY WITH THE INDIVIDUAL SECTIONS OF THE BUILDING TO WHICH IT IS ATTACHED. • COUPLINGS SHALL BE ARRANGED TO COINCIDE WITH STRUCTURAL SEPARATIONS WITHIN A BUILDING. • SYSTEMS HAVING MORE FLEXIBLE COUPLINGS THAN REQUIRED BY THIS SECTION SHALL BE PROVIDED WITH ADDITIONAL SWAY BRACING AS REQUIRED IN 9.3.5.3.7: THE FLEXIBLE COUPLINGS SHALL BE INSTALLED AS FOLLOWS: 1. WITHIN 24 IN. OF THE TOP AND BOTTOM OF ALL RISERS, UNLESS THE FOLLOWING PROVISIONSARE MET: (A) IN RISERS LESS THAN 3 FT IN LENGTH, FLEXIBLE COUPLINGS ARE PERMITTED TO BE OMITTED. (8) IN RISERS 3 FT TO 7 FT IN LENGTH, ONE FLEXIBLE COUPLING IS ADEQUATE. 2. WITHIN 12 IN. ABOVE AND WITHIN 24 IN. BELOW THE FLOOR IN MULTI -STORY BUILDINGS. WHEN THE FLEXIBLE COUPLING BELOW THE FLOOR IS ABOVE THE 11E -IN MAIN TO THE MAIN SUPPLYING THAT FLOOR, A FLEXIBLE COUPLING SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (A)* ON THE HORIZONTAL PORTION WITHIN 24 IN. OF THE TIE-IN WHERE THE TIE-IN IS HORIZONTAL. (B)* ON THE VERTICAL PORTION OF THE TIE-IN WHERE THE TIE-IN INCORPORATES A RISER. 3. ON BOTH SIDES OF CONCRETE OR MASONRY WALLS WITHIN 1 FT OF 'THE WALL SURFACE, UNLESS CLEARANCE IS PROVIDED IN ACCORDANCE WITH 9.3.4. 4. WITHIN 24 IN. OF BUILDING EXPANSION JOINTS. 5. WITHIN 24 IN. OF THE TOP OF DROPS EXCEEDING 15 FT IN LENGTH TO PORTIONS OF SYSTEMS SUPPLYING MORE THAN ONE SPRINKLER, REGARDLESS OF PIPE SIZE. • FLEXIBLE COUPLINGS FOR DROPS. FLEXIBLE COUPLINGS FOR DROPS TO HOSE LINES, RACK SPRINKLERS, AND MEZZANINES SHALL BE INSTALLED REGARDLESS OF PIPE SIZES AS FOLLOWS: 1. WITHIN 24 IN. OF THE TOP OF THE DROP. 2. WITHIN 24 IN. ABOVE THE UPPERMOST DROP SUPPORT ATTACHMENT, WHERE DROP SUPPORTS ARE PROVIDED TO THE STRUCTURE, RACK, OR MEZZANINE. 3. WITHIN 24 IN. ABOVE THE BOTTOM OF THE DROP WHERE NO ADDITIONAL DROP SUPPORT IS PROVIDED. This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 2013 & NFPA 14 2013, subject to review comments noted in the September 14, 2016 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. Project: Holiday Inn Express - Tukwila, WA AFP #16021 WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS 0 z z 0 c3 z Q CO PLOT DATE: In z 0 AUTOMATIC FIRE PROTECTION SYSTEMS, INC. 19435 SW 129th AVENUE TUALATIN, OREGON (503) 692-9284 FAX: (503) 692-1186 OR CC B# 0067534 WA CC B# AFPSYI*091 B Z C A936000 DRAWN BY: CHECKED BY: DATE: JIM B,4YNE 09/06/2016 PROJECT: HOLIDAY INN TUKWILA AFP PROJECT #: 16021 TITLE: HANGERS AND BRACING NOTES SHEET: FP -10 reE'"0 lOofll