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PP - 11621 EAST MARGINAL WAY SOUTH - PSF MECHANICAL - PERMITS AND PLANS
11621 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 17-F-066 14-F-206 17-S-061 D14-0114 D14-0044 14-S-278 14-S-149 14-F-150 05-F-073 05-F-087 03-S-203 00-S-414 03-F-212 95-F-266 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Site Address: 114-L1 £ **PLEASE PRINT** :(\Q1 tv�y King Co. Assessor's Tax No.: tO 2 04rib 4 y Suite Number: 1 ' \ Floor: l Tenant Name: V}o'l..la «` .1./csr'j-s f t- j�tC �'�� SGL k New Tenant? - No Property Owner's Name: ` St Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 1-+4DN'h 0r Tc.s Day Telephone: ,`c ti y Company Name: Mailing Address: 101-1 .- 2 t S �` Avs✓ S�`C.., (� (� City State Zip E-mail Address: il�S�c -i-Q+�Sr -li �`�-IA�Ot? & �• !'c s Fax Number: 36d'7qq� Contractor's City of Tukwila Business License number: �1 Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information):i� -�L' I L' t• tier` (\L-✓ ✓`N-1,1Aokc ^L_-- 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. 1 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: Print Name: ) .1 I ei-1 t (^p` Plan Permit App.doc 8/22/14 Day Telephone: Date: '' r►A 2.5k-- I TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 46140/14 I King Co. Assessor's Tax No.: 1 0 Z �I �-a0 �-'� Suite Number: A Floor: New Tenant? ❑ - Yes$- No Site Address: 11 LD 2.I E . M airej i ►n a,( \/Jam F6 E C d ij t•ca--Q Property Owner's Name: H 2 r 4 - PING ppb e , Tenant Name: Mailing Address: 5 at - City State Zip CONTACT �P PERSON -if there are questions about the submittal. Name: 4(-L . 0 i k e .. -r' Company Name: N bYI'1' ` W e-61-- 6.vv j0-eivV1�1 Mailing Address: 1 B t5 S . ($o fk `�1 • X- (� A 1W32 - E -mail W32 - E -mail Address: 14 rettAZYLUA 5 J Os , C CIty Fax Number: )( a e Contractor's City of Tukwila Business License number: 1:514 S ' 10 "[ q l 0 5 Day Telephone: Co /- .7 So Total number of new/relocated devices or sprinkler heads: _ Valuation of Project (contractor's bid price): $ 1 CI 1 6 1.0 3 . b o Scope of Work (please provide detailed information): Fir -v AJ&[WA L -S • Plad 1 keced ryyl mgr() p-ne • ae'h mri 5 6(e -vv) • p..,e� I h.ts 4 f Pialems) 1 n 6e-ve-tr t� o- fruit te.. AdgQ ($ S i.�, h ea_ above Sbive� rub w‘ c ec: L.-Fy1.,, . 5 5l-e-w� PERMIT APPLICATION NOTES �I 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: Get iA- 1 R. at Date: "i0 -II" Print Name: krtNem. O1 'Rr ✓ N r ' W eS l ri C Day Telephone: )1 tea- ' I" 56 2 1 Plan Permit App.doc J �s `-'V1 5 8122114 TFD FP Form 8 44 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 (71, t t j , (-)_.:ti. v , , f-4-', 1 - F - FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 10 2\ o4 _ `o-4 Site Address: I I LP A 1 £ • tit aNi i vt& (// t 6 Suite Number: A- Floor: P� ec�,lrl c �P 1 Tenant Name: New Tenant? 0 - Yes ❑ - No Property Owner's Name: fr"'-1-`"7-7142 O n c v Ut11 14-C Mailing Address: 11(o Z-1 E H 4 Jul rj -C O (& E U City State Zip CONTACT�PERSON-if there areaquestions�about the submittal. Name: Ka 1 V i D'k, Day Telephone: c2.O (o• a 75b b Company Name: NJ ti' Mailing Address: pZ /14 C2 3 3 (d Pore• 5o u -f Gl 'Idci • D Ke',f-- 613 O3a E-mail Address: ,orear0 Rio R (L st S,, 11)W' FaxNumber: RlJO -74t5 'AU Contractor's City of Tukwila NICET III number: Business License number: VUR ' d 67g Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Mur- were, 3 .'L. (e 3 A 1 re (•�y, 1Gef- o :,r►wl (7 $ elk ltYG.( t 1. 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: Date: Print Name: Day Telephone: Plan Permit App.doc 8/22/14 TFD FP Form 8 4410W:44 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICA� ` Applications and plans must be complete in order to be accepted for pl.. i Are• **PLEASE PRINT** and exact address for shut - or restoration approval. TUKWILA FIRE DEPARTMENT call 206-575-4407 and Site Address: I1l021 E UA.41INM. wAf S King Co. Assessor's Tax No.: lin Suite Number: Floor: Tenant Name: £5F New Tenant? IN - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mak-. MA1.60 Day Telephone: ZOO (119 • 3795 Company Name: Ammo E L CT 1 C Mailing Address: PO 60X 3i% Kea W A 98D n City // State Zip E-mail Address: MAC C.. Nl&IJSC gOLA46S . COM Fax Number`253) Z;Y — 2Q oo NOLIASS) (425) 42 2 — z9 Total number of new/relocated devices or sprinkler heads: /8 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 5E6 ATTAt+Cu6N bEMO woex. co -y 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 ORAUTHORIZED_..,AGENT: Signature: J tl Date: JV* II 2LI4 Print Name: JAW M Sd Day Telephone:(2 ) 9q1 . 379 5 Plan Permit App.doc 6/4/14 TFD FP Form 8 416istILIN4 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION J 49o44 - King Co. Assessor's Tax No.: Site Address: 1 I LP Z 1 E • M & 1(1a -J 1/clQ,t,l SD C1 Suite Number: 16V Floor: M eu ; Tenant Name: Property Owner's Name: H '1(--T R Z Y Prz) QJ2 k Mailing Address: 1 11; Z l e--4-5 k Ct-NV � W G , T(( City State Zip New Tenant? ❑ - Yes ❑ - No CONTACT PERSON -if there are questions about the submittal. Name: kA -1-1 u. ' Re&r Day Telephone: -7-a So a. Company Name: K) 1 -k; o Sf- •V S j Mailing Address: 91 S 5- i2O"4 S. J K_ - LQ i 1E05 2 ,, ro- Ve _ M City State Zip , / E-mail Address: rf �'�ll�U� �55 ►w►� t L S • 44).W\ -Fax Number: (� ? ?D. ' �" 5O ` r" 1 7. a a Contractor's City of Tukwila /D Cj NICET III number: 1 Business License number: ✓ l ?j O Total number of new/relocated devices or sprinkler heads: 10 TD T Valuation of Project (contractor's bid price): $ ( ' Scope of Work (please provide detailed information): One, S t,up press for Cov1(l'a 1 p✓l.Vle f w' 11 bye.. ;161-zi 1 ed to w✓1h- l bbi-fri t e re -lease of PN -1 aoo a &c1 &otou..b1e vei ioc p►ne. -ach v 5U\5t�w. , Tec 3r►�bke der-�}v - W i n 5i-rtI I PA tti7i �Cn v� fly('_ (oven avt� p Q pr'v va. .wee d fuer �co5s 2ov.� releases of it&e_ Ft'-( avo. oVC ,— . cvni-rnuQ PERMIT AP LICATION 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. ov 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 13E TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OR AUTHORIZED AGENT: � 9St, a .'Q 1N G\14P�.u�e� 'v. 'e��vvbp 4 -S- 1"-- Signature: 4-07 Date: Print Name: V 0 '2 ear Day Telephone: Do& 770- 7 3 - Plan Permit App.doc 1 v /5 LJ I Fi (Z (= 8/22/14 Sr .,;\ -k TFD FP Form 8 Scv P -e_ ccm , . , W HA e. ac,l; ✓a -h orIn o(- ck_,cL ovve SwtoKe of CJ ChV pryaLk L5V SoIQvl-olsC/ Wilt be, enizi) to 1- ,w -uu 1,1 o r f o -e_. -e.Q,ti_ l.Q , GL S Pr k2Ask re v. lro k,e-+2 . e -✓e_ 1)311 ( a Ln 10-er ct- icneulL a..Q rel eco 5e. eta-ffavt rD- fr2e �1ease. `� t -k -e 200 . FIRE DEPARTMENT FIRE ALARM PLAN REVIEW COMMENTS Project Name: PSF Mechanical Permit No.: 14-F-206 Date: September 17, 2014 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. • 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 exit and shall be placed per NFPA 72. • An exterior weatherproof horn/strobe shall be installed facing the direction of fire department access. LI FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: PSF Mechanical 11621 East Marginal Way S Permit No.: 17-S-061 Date: April 4, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) * Provide automatic smoke detection for the room to be tied to the pre -action system for activation of the pre -action solenoid. A fire alarm permit is required for the installation of the smoke detector. - . y FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: PSF Mechanical World Headquarters 11621 East Marginal Way S Permit No.: 14-S-278 Date: December 5, 2014 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 21/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. Jul 111401:57p Bestfire 206-784-8927 p.1 "T '- • "Y 11 '"., n ,-T l7 �'.'1.' - T i7 _,f11 i, .4/ 1' �.i��i - �i �'f 1�.� r 1' f�iL d �i�.� �.. ✓ _ _ -1- it .LS r1 �J 10212 215th AVE S.E. Snohomish, WA 98290 7/11/14 To: City of Tukwila email firstdefensefire@hotmail.com Re: PSF Mechanical Tenant improvements 11621 E Marginal Way South Phone: 360 794-9479 Fax: 360 794-9411 Please be advised that we will be disconnecting all sprinkler lines supplying sprinklers below the existing ceilings and plugging them off so the piping can be demolished this weekend. The supply mains at the outside walls will remain. All upright sprinklers and other coverage will remain in service during the demolition. The demolition will be done by Ellsworth Builders, PH 425 482-2904. Yours truly Lamonte Mang Cell 206 571-3955 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and gIV! this Fife Permit No. and exact address for shut- down hut-Jow, or restoration approval. CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION J King Co. Assessor's Tax No.: Site Address: / I 1( E. M )NA.2_ Wk y S_ Suite Number: Floor: / ` 2.. Tenant Name: Psr /1EC L4AJ/u-1_ Property Owner's Name: P 5 P MEC, Am CA -L., Mailing Address: New Tenant? []!Yes ❑ - No 4 37.2. /41( Avg _ s. SFirrrr,� LF 9?/0.? City State Zip CONTACT PERSON -if there are questions about the submittal. / Name: AlIlee" 'Ea WEn/ Day Telephone: Z06-36 7- 79 Y5 Company Name: Co *f vv 61 iv No I- O it l' 3 Mailing Address: Icr) Sltb]'j'Lt(,/C Ave_ S. /ZEnrr'o A/ Ithf 9Jos-7 City E-mail Address: �1/ICr i?. E/J e Cpn/VE'/L mir: col Total number of new/relocated devices or sprinkler heads: / 22, Valuation of Project (contractor's bid price): $ 2 117. DO Scope of Work (please provide detailed information): KV' 4A-14" Eit'Irr s--/ 7-041 I.iJN7." .AI 0.4 AAn / 'rt Int 61-6 eV/a3 CttitagA rvi 14 Life: ' / ovla r ti 'DFU//gT //Ail Ct,cc-u IAA.. Fox PcF 11 iou-Rfb 1,,✓ NOivittprd fog -T 1 DF )ii7.14 Du 14-7,b . 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. State Zi Fax Number: X125- 4 ij( 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: /� /• �p Print Name: /14 Her po WEN Plan Permit App.doc Date: 9 //o /141 Day Telephone: 206-3651-7 9 a� 1/2/13 TFD FP Form 8 Site CoP`� TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 4" "S11144 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 mane wer for Final Acceptance Test with two-way communications. Date ' Cp ?( �7 Permit # 17- ' F ' 0/pco Property Address 86 p7 ( f-, AQ - i r l a_ Suite # City TUKWILA Zip Code 18/6 Name of Facility Pw� H ee-tncwl CA -Q Occupied as Owner or Representative Phone # Installing Company /0&) f",l fe $ „ Installing Contractor's Address . 76/c- 5.. 40 g-,, City g -2./L4 Phone # a. tt 70 - 75-61R. Installer's Name (PRINT) �lLwl,po Y;14-/-seeZ License and/or Certificate my.y co l FACP Equipment Manufacturer /t4JO 4 Al c Model # /4("t9.QL This system has be p nstalled, prertOte and operates in accordance with the standards listed below and was inspected by ..,y- k....._lz-. ei On (date) �(�o� ( p O ( ( and includes the devices listed on back. Circe all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 ,v/ NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions (. Manufacturer's Instructions iOther (specify) Tukwila City Ordinan • Nu - bers 2050, 2051 UL Central ratio •nitor / / System is monitored by SIGNED , , Date (le/ , 9-( '20(-7 System Fi ware:PW Installed version Checksum Date Initial program Installation Date Q Revisions and Reasons Programmed by ikvilfi IC,A-e- PS General Contractor Electrical Contractor EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release of Trouble Indictors of Batteries JofL of _l_ of of of of L L-ofL Loft Readings Battery Generator of HVAC Controls of Fire Alarm Dialer _ f Monitored bynl/1C Annunciator of Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model 5 Make/Model 5 Sq/ver-- s Make/Model r_c/S s-efcr� Make/Model Make/Model Full Load Charge —7, b.3 Make/Model Make/Model M/Model %✓) Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 1 of ( Valve Tamper Sw. 1 of 1 PIV of Elec. Alarm Bell of Make/Model Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes V No Test Witnessed by Title Date Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 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. Date4- /g - Permit # P-4- F - (,2Q , Property Address i E WI.,y S. City TUKWILA Zip Code 9 I (o.R Name of Facility' j F MSCI} r iCq L Suite # Ei Occupied as en rrk rn ¶ 2Cn4 L. Owner or Representative F i'Ye.Ci-li4 j i Giq• L Phone # aC(n Installing Company (L/1/,ea2 , -Tr, y//v Log /, S Installing Contractor's Address y5 C) :5 #. 77Z�CYG /4vE 5, City }moi C/./ION) cS~% Phone # -62 7,1 - A 50 Installer's Name (PRINT) Jo i4) ©./ i (,C'S/9-LL License and/or Certificate Gtu id-KR.,S 9k 7 KQ General Contractor E(. (S Wo > �v ► ir.0 t 0)_ Electrical Contractor t4.L �L� c. 2- o FACP Equipment Manufacturer cT Model # Ica 660 This system has been installed -pre -tested and operates in accordance with the standards listed below and was inspected by .164W On (date)-/ 3 /5— 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 // Manufacturer's Instructions Other (specify) Tu 1wila City Ordinance Numbers 2050, 2051 UL Central SIGNED System Fi ' ware: Installed version S Initial program Installation 1 iJ System is monitored by WA iikie n.) 4144124/Y) Checksum Date o/-/3- J'— Revisions and Reasons Date Programmed by .,..JJ/ EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries ofj_ _ of d- 3 of 3 of of 3 4/of ler of oft3- _ of_ of Readings Battery 24. 3 Generator _ of HVAC Controls of Make/Model ! 500 Make/Model Sno t9- -1g7 Make/Model gt(0 F ---S Make/Model Make/Model Si A- —b Make/Model (..7 i —14t) J rn Make/Model Make/Model bi -\jiY) Make/Model Make/Model Full Load Charge -2( Z, Make/Model Make/Model Fire Alarm Dialer of + Make/Model 10 S 00 Monitored by (4)tKfilN .i.) /4g44-(2,0 Annunciator Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Valve Tamper Sw. PIV Elec. Alarm Bell of_ Make/Model of _ Make/Model of Make/Model of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes i/ No Test of alarm System on emergency power, satisfactory? Yes ✓No Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:p5F , t- r� rp��- Type Ind ion: �� G 2(1-0 r/ Address:Contact Suite#:1l621 ent4JS Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ye-? Fire Alarm: V e Hood & Duct: Monitor: IN Pr _Sys 7-• - -- 4,970 F1/1 /7l fol'-t1YY'-6 Permits: Occupancy Type: /j , f/v1 -t 2x10 -- O01 e-57— — prri---r-E9 ,tL0 (20. 4p r2—wc- 2-1-7061 wen- 4.5 * ge74/bou A/c -7— gli-r-e-n-t 5074A/le-cerz_ /-te--)q-i) /tJ Ai P -7i) S 72 Vt YL- . Needs Shift Inspection: Sprinklers: ye-? Fire Alarm: V e Hood & Duct: Monitor: IN 47,4-PI/N-- Pre -Fire: Permits: Occupancy Type: /j , Inspector: Date: 116// Hrs.: Z $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 hermit ERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: se. Sprinklers: Type of Inspection: Address: Suite #: //Of 0 �AContact a'f Person: Special Instructions: Occupancy Type: _ Phone No.: 7 Approved per applicable codes. COMMENTS: Corrections required prior to approval. 7ks Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: _ InspectorE glic3 Date: 4//7//5-- Hrs.: 02. S $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 y INSPECTION NUMBER INSPECTION RECORD Retain a copy with petmit DNK- ou tf 1:44- tin WI PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 2Q6-575-4407 Project: psp Sprinklers: Type of Inspcion: Address:( I Suite #: ti 04W6 Contact Person: Special Instructions: en Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: .e' CA441 ©I- 6101474J en %aeAt- - *6( :,- eiw. %p • -- sa.•--., L, -L- fame... ms's % , - o )- 72c / 5'- 4,,'/ (-� 1/10513• Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , /<h 3 Date: Z&,57/5-1 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.U. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with paq iit 1:l4 -out 2.040 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ..---s ii r..e� . c...1 of Inspection: `,,,V y — 'FIS — Address: Suite #: I\1 w5 Conta Person: J Special Instructions: Phone No.: N, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: ejktE 14.4.:\ ---- -1��cSS Occupancy Type: — - Tic -irx . iS I 1-I , — � SS - t4v..cra -17)C --*.v ec S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspect • r• _ _ #015-3 Date: f / 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 i INSPECTION NUMBER INSPECTION RECORD Retajn a copy with permit 441 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ProjectType S -c }M -ed, of Inspection: -Pi( Address: // P I Suite #: Caw S Contact Person: Special Instructions: 3 T j Ibk-- 'T✓OM 7c[9e e_p. Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: . Z.-- 114,13.e) ct Co-A/WL boc31 Monitor: Pre -Fire: 3 T j Ibk-- 'T✓OM 7c[9e e_p. Occupancy Type: • A-U•O b / l/i suAL '-re s-)-- —OK PO s ta,.5 — °IC Se,j s 1,,, k( 5 t�u4C.t.,1(k c:( -e, 64,)1 N& PAecll EI -e✓ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �DL , 3"—a— Date: 210 05-- 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with mit N 1 M -S -- Z 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Approved per applicable codes. Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Type of Inspection: SP Project: t �.J,F � Address: Suite #: 1162. 1 W Contact Person: ---r--, — Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: Date: U17/5-- 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 p rmit 4,1 Q ookfq x45- 2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ----F--,Type - eQnb A- ( z .1 S Q Zctr.s i "-4e/eve._ /YZK 2 of Inspection: Address: Suite #: // Z/ e214 WS Contact Person: Special Instructions: ,14,hAeK- -'5- frA Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / - eQnb A- ( z .1 S Q Zctr.s i "-4e/eve._ /YZK 2 Fire Alarm: 5/ 7r 4t /S z f ir- vel � l!� AeA/ _ ." s r7v5 L ✓7 `Q°-),.%- /glr tip ,4t, , Asayw`s► - /`t) S r g`tro*---- ,14,hAeK- -'5- frA ^[1751 ZeC7414_ Cf / yam)XPi / ave -e -44,1 3w;l4C4 iv4q • @ foo 7/Zr Al/ CiY'a# bvio1ce JA/Sy?/ ACYiDr //✓5i -e74-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .. .keS3 Date: Hlrs.: A, ,- //zi//5 n $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 HYDRAULIC CALCULATIONS MCKINSTRY COMPANY Job_ _ INFLOW - TUKWILA - WET SYSTEM Authority having Jurisdiction NFPA Occupancy Density Area of Application Coverage per Sprinkler System type_ Hose ORDINARY HAZARD 0.15 gpm/sq.ft. 1500 square feet 130 S.F. MAX Wet 250.0 gpm Inside Hose Water Supply _ Sprinklers - - Demand Sheet 1 of 20 Date 11/30/00 Job: INFLOW -W 135.00 psi Static, 23.00 psi Residual @ 4200.0 gpm K=5.6 110.49 111.04 130.57 Demand psi @ 482.7 gpm @ B.O.R. psi @ 732.7 gpm @ Supply psi available @ 732.7 gpm is below curve by 19.53 psi PREACTION SYSTEM - SHEET #14 Sheet 2 MCKINSTRY COMPANY Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length i MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations Sheet 3 INFLOW - TUKWILA - WET SYSTEM Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 21 DR1 1.049 4.0 5.6 22 DR1A 1.049 4.0 5.6 23 AO1 1.049 0.5 DR1 24 BL10 1.542 10.0 AO1 25 BL10 1.542 10.0 AOl 26 BL10 1.542 10.0 DR1A 27 BL10 1.542 8.0 AO1 28 BL10 1.542 8.0 AOl 29 BL10 1.542 11.5 31 DR2 1.049 4.0 5.6 32 DR3 1.049 3.0 5.6 33 DR4 1.049 1.0 5.6 34 DR5 1.049 1.0 5.6 39 AO5 1.049 0.5 DR3 40 AO6 1.049 6.5 DR1 41 AO7 1.049 2.0 DR4 42 AO8 1.049 2.0 DR4 43 AO9 1.049 6.0 DR4 44 BL11 1.542 10.0 DR1 45 BL11 1.542 10.0 DR1A 46 BL11 1.542 14.0 AOl 47 BL11 1.542 8.0 DR1A 48 BL11 1.542 8.0 DR1A 49 BL11 1.542 11.5 50 BL12 1.542 7.5 AO5 51 BL12 1.542 8.0 DR2 52 BL12 1.542 1.0 DR2 53 BL12 1.542 8.0 AO6 54 BL12 1.542 8.0 DR5 55 BL12 1.542 27.0 DR5 56 BL13 1.542 4.0 AO7 57 BL13 1.542 12.0 AO8 58 BL13 1.542 8.0 AO8 59 BL13 1.542 10.0 AO9 60 BL13 1.542 9.5 AO8 61 BL13 1.542 9.0 DR2 62 BL13 1.542 21.5 64 CM2 3.356 13.0 BL10 65 CM2 3.356 6.0 BL11 66 CM2 3.356 8.0 BL12 67 CM2 3.356 62.0 BL13 7.20 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 9.00 9.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 4.00 - 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 4.00 - 3.00 - 1.00 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 120 32 1E 0.0 120 32 1T 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 1T 0.0 120 32 1E 0.0 120 32 1E 0.0 120 32 1T 0.0 120 32 1E 0.0 120 32 1T,1E 0.0 120 32 1E 0.0 120 32 1T 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 2E 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 2E 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1VT Sheet 4 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 68 BU 3.356 280.0 CM2 0.00 0.00 0.0 120 32 2VE 69 RIW 4.328 13.0 BU 0.00 13.00 0.0 120 32 1GV,1T 80 RIH 4.328 2.0 RIW 0.00 0.00 0.0 100 32 81 RIH 4.328 6.0 0.00 0.00 0.0 100 32 1VE 82 UG 8.270 100.0 RIH 0.00 0.00 250.0 140 32 lUT1,3UE,1GV Sheet 5 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 4.0 PT 7.20 21 15.0=5.60(7.20)-.5 F 2.0 PE -1.73 (EL= -4.00 ft) 21 15.0 1.05 1E T 6.0 0.07668 PF 0.46 5.58 PT 5.93 23 Bl Jct K -factor for drop 1 = 15.0/(5.93)"'.5 = 6.16 at Hyd Ref Pts 23 40 44 Drop lA A 4.0 PT 7.20 22 C = 120 15.0=5.60(7.20)-.5 F 5.0 PE -1.73 (EL= -4.00 ft) 22 15.0 1.05 1T T 9.0 0.07668 PF 0.69 5.58 PT 6.16 26 Bl Jct K -factor for drop la = 15.0/(6.16)"'.5 = 6.04 at Hyd Ref Pts 26 45 47 48 Arm -over 1 C = 120 A 0.5 PT 5.93 23 DR1 15.0=6.16(5.93)"'.5 F 5.0 PE 0.00 23 15.0 1.05 1T T 5.5 0.07643 PF 0.42 5.57 PT 6.35 24 B1 Jct K -factor for arm -over 1 = 15.0/(6.35)"'.5 = 5.95 at Hyd Ref Pts 24 25 27 28 46 Drop 2 C = 120 16.8=5.60(9.00)"'.5 F 5.0 PE -1.73 (EL= -4.00 ft) 31 16.8 1.05 1T T 9.0 0.09425 PF 0.85 6.24 A 4.0 PT 9.00 31 PT 8.12 51 Bl Jct K -factor for drop 2 = 16.8/(8.12)-.5 = 5.90 at Hyd Ref Pts 51 52 61 Sheet 6 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 3 C = 120 A 3.0 PT 9.00 32 16.8=5.60(9.00)-.5 F 2.0 PE -1.30 (EL= -3.00 ft) 32 16.8 1.05 1E T 5.0 0.09425 PF 0.47 6.24 PT 8.17 39 Bl Jct K -factor for drop 3 = 16.8/(8.17)".5 = 5.88 Drop 4 C = 120 16.8=5.60(9.00)-.5 F 2.0 PE -0.43 (EL= -1.00 ft) 33 16.8 1.05 1E T 3.0 0.09425 PF 0.28 6.24 A 1.0 PT 9.00 33 PT 8.85 41 Bl Jct K -factor for drop 4 = 16.8/(8.85)"'.5 = 5.65 at Hyd Ref Pts 41 42 43 Drop 5 C = 120 16.8=5.60(9.00)"'.5 F 5.0 PE -0.43 (EL= -1.00 ft) 34 16.8 1.05 1T T 6.0 0.09425 PF 0.57 6.24 A 1.0 PT 9.00 34 PT 9.13 54 B1 Jct K -factor for drop 5 = 16.8/(9.13)"'.5 = 5.56 at Hyd Ref Pts 54 55 Arm -over 5 C = 120 A 0.5 PT 8.17 39 DR3 16.8=5.88(8.17)".5 F 2.0 PE 0.00 39 16.8 1.05 1E T 2.5 0.09425 PF 0.24 6.24 PT 8.41 50 Bl Jct K -factor for arm -over 5 = 16.8/(8.41)"'.5 = 5.79 Arm -over 6 A 6.5 PT 5.93 40 15.0=6.16(5.93)-.5 F 7.0 PE 0.00 40 15.0 1.05 1T 1E T 13.5 0.07643 PF 1.03 5.57 PT 6.96 53 K -factor for arm -over 6 = 15.0/(6.96)"'.5 = 5.69 C = 120 DR1 Bl Jct Sheet 7 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Arm -over 7 A 2.0 PT 8.85 41 16.8.5.65(8.85)-.5 F 2.0 PE 0.00 41 16.8 1.05 1E T 4.0 0.09426 PF 0.38 6.24 PT 9.23 56 K -factor for arm -over 7 = 16.8/(9.23)"'.5 = 5.53 Arm -over 8 A 2.0 PT 8.85 42 16.8.5.65(8.85)-.5 F 5.0 PE 0.00 42 16.8 1.05 1T T 7.0 0.09426 PF 0.66 6.24 PT 9.51 57 K -factor for arm -over 8 = 16.8/(9.51)"".5 = 5.45 at Hyd Ref Pts 57 58 60 Arm -over 9 A 6.0 PT 8.85 43 16.8=5.65(8.85)-.5 F 5.0 PE 0.00 43 16.8 1.05 1T T 11.0 0.09426 PF 1.04 6.24 PT 9.89 59 K -factor for arm -over 9 = 16.8/(9.89)"".5 = 5.34 Notes C = 120 DR4 B1 Jct C = 120 DR4 Bl Jct C = 120 DR4 Bl Jct Sheet 8 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 10 C = 120 A 10.0 PT 6.35 24 AO1 15.0=5.95(6.35)"'.5 F 0.0 PE 0.00 24 15.0 1.54 T 10.0 0.01171 PF 0.12 2.58 A 10.0 PT 6.47 25 AO1 15.1=5.95(6.47)-.5 F 0.0 PE 0.00 25 30.1 1.54 T 10.0 0.04256 PF 0.43 5.18 A 10.0 PT 6.89 26 DR1A 15.9=6.04(6.89)-.5 F 0.0 PE 0.00 26 46.0 1.54 T 10.0 0.09308 PF 0.93 7.90 A 8.0 PT 7.82 27 AO1 16.7=5.95(7.82)"'.5 F 0.0 PE 0.00 27 62.7 1.54 T 8.0 0.16483 PF 1.32 10.76 A 8.0 PT 9.14 28 AOl 18.0=5.95(9.14)"".5 F 0.0 PE 0.00 28 80.7 1.54 T 8.0 0.26298 PF 2.10 13.86 A 11.5 PT 11.24 29 F 10.3 PE 0.00 29 80.7 1.54 1T T 21.8 0.26298 PF 5.73 13.86 PT 16.98 64 Cross main Jct K -factor for branchline no. 10 = 80.7/(16.98)".5 = 19.59 Sheet 9 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 11 (Beginning pressure increased due to Hyd Ref Pt 45) C = 120 A 10.0 PT 6.04 44 DR1 15.2=6.16(6.04)-.5 F 0.0 PE 0.00 44 15.2 1.54 T 10.0 0.01192 PF 0.12 2.60 A 10.0 PT 6.16 45 DR1A 15.0=6.04(6.16)-.5 F 0.0 PE 0.00 45 30.2 1.54 T 10.0 0.04259 PF 0.43 5.18 A 14.0 PT 6.59 46 AO1 15.3=5.95(6.59)"'.5 F 10.3 PE 0.00 46 45.4 1.54 2E T 24.3 0.09094 PF 2.21 7.80 A 8.0 PT 8.80 47 DR1A 17.9=6.04(8.80)-.5 F 0.0 PE 0.00 47 63.4 1.54 T 8.0 0.16828 PF 1.35 10.89 A 8.0 PT 10.14 48 DR1A 19.3=6.04(10 14)-.5 F 0.0 PE 0.00 48 82.6 1.54 T 8.0 0.27492 PF 2.20 14.19 A 11.5 PT 12.34 49 F 10.3 PE 0.00 49 82.6 1.54 1T T 21.8 0.27492 PF 5.99 14.19 PT 18.34 65 Cross main Jct K -factor for branchline no. 11 = 82.6/(18.34)"'.5 = 19.29 Sheet 10 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 12 C = 120 A 7.5 PT 8.41 50 AO5 16.8=5.79(8.41)"'.5 F 0.0 PE 0.00 50 16.8 1.54 T 7.5 0.01444 PF 0.11 2.89 A 8.0 PT 8.52 51 DR2 17.2=5.90(8 52)"'.5 F 0.0 PE 0.00 51 34.0 1.54 T 8.0 0.05323 PF 0.43 5.84 A 1.0 PT 8.94 52 DR2 17.6=5.90(8.94)".5 F 0.0 PE 0.00 52 51.7 1.54 T 1.0 0.11528 PF 0.12 8.87 A 8.0 PT 9.06 53 AO6 17.1=5.69(9.06)-.5 F 0.0 PE 0.00 53 68.8 1.54 T 8.0 0.19575 PF 1.57 11.81 A 8.0 PT 10.62 54 DR5 18.1=5.56(10.62)".5 F 0.0 PE 0.00 54 86.9 1.54 T 8.0 0.30174 PF 2.41 14.93 A 27.0 PT 13.04 55 DR5 20.1=5.56(13.04)"'.5 F 10.3 PE 0.00 55 107.0 1.54 1T T 37.3 0.44325 PF 16.53 18.37 PT 29.57 66 Cross ma Jct K -factor for branchline no. 12 = 107.0/(29.57)"'.5 = 19.68 Sheet 11 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 13 (Beginning pressure increased due to Hyd Ref Pt 57) C = 120 A 4.0 PT 9.46 56 AO7 17.0=5.53(9.46)"'.5 F 0.0 PE 0.00 56 17.0 1.54 T 4.0 0.01477 PF 0.06 2.92 A 12.0 PT 9.51 57 AO8 16.8=5.45(9.51)-.5 F 0.0 PE 0.00 57 33.8 1.54 T 12.0 0.05265 PF 0.63 5.81 A 8.0 PT 10.15 58 AO8 17.4=5.45(10.15)"'.5 F 0.0 PE 0.00 58 51.2 1.54 T 8.0 0.11330 PF 0.91 8.79 A 10.0 PT 11.05 59 AO9 17.8=5.34(11.05)"'.5 F 10.3 PE 0.87 (EL= 2.00 ft) 59 68.9 1.54 2E T 20.3 0.19665 PF 3.99 11.84 A 9.5 PT 15.91 60 AO8 21.7=5.45(15.91)"'.5 F 0.0 PE 0.00 60 90.7 1.54 T 9.5 0.32648 PF 3.10 15.57 A 9.0 PT 19.01 61 DR2 25.7=5.90(19.01)".5 F 0.0 PE 0.00 61 116.4 1.54 T 9.0 0.51817 PF 4.66 19.99 A 21.5 PT 23.68 62 F 10.3 PE 0.00 62 116.4 1.54 1T T 31.8 0.51817 PF 16.48 19.99 PT 40.15 67 Cross main Jct K -factor for branchline no. 13 = 116.4/(40.15)-.5 = 18.37 Sheet 12 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 2 (Beginning pressure increased due to Hyd Ref Pt 67) C = 120 A 13.0 PT 38.93 64 BL10 122.2=19.59(38.93)"'.5 F 0.0 PE 0.00 64 122.2 3.36 T 13.0 0.01285 PF 0.17 4.43 A 6.0 PT 39.10 65 BL11 120.6=19.29(39.10)" 5 F 0.0 PE 0.00 65 242.8 3.36 T 6.0 0.04578 PF 0.27 8.81 A 8.0 PT 39.37 66 BL12 123.5=19.68(39.37)-.5 F 0.0 PE 0.00 66 366.3 3.36 T 8.0 0.09794 PF 0.78 13.29 A 62.0 PT 40.16 67 BL13 116.4=18.37(40.16)-.5 F 20.1 PE 0.00 67 482.7 3.36 1VT T 82.1 0.16319 PF 13.40 17.51 PT 53.56 68 Bulk Jct K -factor for Cross main 2 = 482.7/(53.56)".5 = 65.96 Sheet 13 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW - TUKWILA - WET SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= A 280.0 PT 53.56 68 CM 2 482.7=65.96(53.56)^.5 F 15.5 PE 0.00 68 482.7 3.36 2VE T 295.5 0.16320 PF 48.22 17.51 PT 101.78 69 Top of Riser Riser W C = 120 A 13.0 PT 101.78 69 Top of Riser F 31.3 PE 5.63 (EL= 13.00 ft) 69 482.7 4.33 1GV 1T T 44.3 0.04729 PF 2.09 10.53 PT 109.50 80 B.O.R. Riser H C = 100 A 2.0 PT 109.50 80 Top of Riser F 0.0 PE 0.00 80 482.7 4.33 T 2.0 0.06626 PF 0.13 10.53 A 6.0 PT 109.63 81 F 6.9 PE 0.00 81 482.7 4.33 1VE T 12.9 0.06626 PF 0.85 10.53 PT 110.49 82 B.O.R. Under ground C = 140 A 100.0 PT 110.49 82 B.O.R. 250.0 gpm = Hose F 69.0 PE 0.00 82 732.7 8.27 lUT1 3UE T 169.0 0.00329 PF 0.56 4.38 1GV PT 111.04 83 Supply Jct Available flow at 111.04 psi is 1824.9 gpm which is 1092.2 gpm from curve. Supply pressure available with 732.7 gpm flowing is 130.57 psi, thus system requirement is 19.53 psi below supply curve. (15.0%) HYDRAULIC CALCULATIONS MCKINSTRY COMPANY Job_ _ INFLOW TUKWILA - PREACTION SYSTEM Authority having Jurisdiction_ _ NFPA Occupancy Density Area of Application Coverage per Sprinkler System type_ _ Dry Hose 250.0 gpm Water Supply Sprinklers - Demand ORDINARY HAZARD GP II 0.20 gpm/sq.ft. 1950 square feet 120 S.F. Inside Hose Sheet 14 Date 11/28/00 Job: INFLOW -P 135.00 psi Static, 23.00 psi Residual @ 4200.0 gpm - K=5.6 95.99 psi @ 542.9 gpm @ B.O.R. 96.63 psi @ 792.9 gpm @ Supply 129.87 psi available @ 792.9 gpm Demand is below curve by 33.24 psi Sheet 15 MCKINSTRY COMPANY Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow PAV Pre -Action Valve (Automatic Model D) GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 81 82 DR1 A01 DR2 A02 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL2 BL2 BL2 BL2 BL2 BL2 CM1 CM1 CM1 RIP RIP RIH UG Sheet 16 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW TUKWILA - PREACTION SYSTEM Raw data previous to any calculations Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1.049 1.049 1.049 1.049 1.752 1.752 1.752 1.752 1.752 1.752 1.752 1.752 1.752 1.752 1.752 1.752 1.752 4.328 4.328 4.328 4.328 4.328 4.328 8.270 1.0 5.6 1.0 DR1 1.0 5.6 1.0 DR2 6.0 A02 10.0 AOl 10.0 AO1 10.0 AOl 6.0 AO1 8.0 A01 25.5 AOl 10.0 AO1 10.0 AOl 10.0 AO1 6.0 AO1 8.0 AO1 25.5 AO1 12.0 BL1 12.0 BL1 194.0 BL2 8.0 CM1 2.0 6.0 RIP 100.0 RIH 18.36 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 1.00 0.00 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.00 0.0 0.00 0.0 0.00 250.0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 140 32 lE 32 1E,1T 32 1E 32 1E,1T 32 32 32 32 32 32 32 1T 32 32 32 32 32 32 1T 32 32 32 2VE,1VT 32 32 1PAV,1T,1GV 32 1VE 32 lUT1,3UE,1GV Sheet 17 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW TUKWILA - PREACTION SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 100 A 1.0 PT 18.36 1 24.0=5.60(18.36)".5 F 1.4 PE -0.43 (EL= -1.00 ft) 1 24.0 1.05 1E T 2.4 0.25538 PF 0.62 8.91 PT 18.55 2 B1 Jct K -factor for drop 1 = 24.0/(18.55)-.5 = 5.57 Arm -over 1 C = 100 A 1.0 PT 18.55 2 DR1 24.0=5.57(18.55)".5 F 5.0 PE 0.00 2 24.0 1.05 1E 1T T 6.0 0.25548 PF 1.53 8.91 PT 20.08 6 Bl Jct K -factor for arm -over 1 = 24.0/(20.08)"'.5 = 5 36 at Hyd Ref Pts 6 7 8 9 10 11 12 13 14 15 16 17 Drop 2 C = 100 14.8=5.60(7.00)"'.5 F 1.4 PE -0.43 (EL= -1.00 ft) 3 14.8 1.05 1E T 2.4 0.10467 PF 0.25 5.50 A 1.0 PT 7.00 3 PT 6.82 4 B1 Jct K -factor for drop 2 = 14.8/(6.82)".5 = 5.67 Arm -over 2 C = 100 A 1.0 PT 6.82 4 DR2 14.8=5.67(6.82)".5 F 5.0 PE 0.00 4 14.8 1.05 1E 1T T 6.0 0.10446 PF 0.63 5.49 PT 7.45 5 Bl Jct K -factor for arm -over 2 = 14.8/(7.45)-.5 = 5.42 Sheet 18 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW TUKWILA - PREACTION SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt 6) C = 100 A 6.0 PT 19.95 5 A02 24.2=5.42(19.95)".5 F 0.0 PE 0.00 5 24.2 1.75 T 6.0 0.02138 PF 0.13 3.22 A 10.0 PT 20.08 6 AOl 24.0=5.36(20.08)-.5 F 0.0 PE 0.00 6 48.2 1.75 T 10.0 0.07642 PF 0.76 6.42 A 10.0 PT 20.85 7 AO1 24.5=5.36(20.85)".5 F 0.0 PE 0.00 7 72.7 1.75 T 10.0 0.16321 PF 1.63 9.67 A 10.0 PT 22.48 8 AO1 25.4=5.36(22.48)-.5 F 0.0 PE 0.00 8 98.1 1.75 T 10.0 0.28412 PF 2.84 13.05 A 6.0 PT 25.32 9 AOl 27.0=5.36(25.32)".5 F 0.0 PE 0.00 9 125.0 1.75 T 6.0 0.44520 PF 2.67 16.64 A 8.0 PT 27.99 10 AOl 28.3=5.36(27.99)-.5 F 0.0 PE 0.00 10 153.4 1.75 T 8.0 0.64966 PF 5.20 20.41 A 25.5 PT 33.19 11 AOl 30.9=5.36(33.19)"'.5 F 8.6 PE 0.00 11 184.2 1.75 1T T 34.1 0.91195 PF 31.12 24.52 PT 64.30 18 Cross main Jct K -factor for branchline no. 1 = 184.2/(64.30)".5 = 22.97 at Hyd Ref Pts 18 19 Sheet 19 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW TUKWILA - PREACTION SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 100 A 10.0 PT 20.08 12 AO1 24.0=5.36(20.08)-.5 F 0.0 PE 0.00 12 24.0 1.75 T 10.0 0.02101 PF 0.21 3.19 A 10.0 PT 20.29 13 AO1 24.1=5.36(20.29)-.5 F 0.0 PE 0.00 13 48.1 1.75 T 10.0 0.07612 PF 0.76 6.40 A 10.0 PT 21.05 14 AO1 24.6=5.36(21.05)-.5 F 0.0 PE 0.00 14 72.7 1.75 T 10.0 0.16329 PF 1.63 9.67 A 6.0 PT 22.69 15 AO1 25.5=5.36(22.69)-.5 F 0.0 PE 0.00 15 98.2 1.75 T 6.0 0.28483 PF 1.71 13.07 A 8.0 PT 24.39 16 AO1 26.5=5.36(24.39)-.5 F 0.0 PE 0.00 16 124.7 1.75 T 8.0 0.44281 PF 3.54 16.59 A 25.5 PT 27.94 17 AO1 28.3=5.36(27.94)-.5 F 8.6 PE 0.00 17 153.0 1.75 1T T 34.1 0.64660 PF 22.06 20.36 PT 50.00 20 Cross main Jct K -factor for branchline no. 2 = 153.0/(50.00)'.5 = 21.64 Cross main 1 C = 100 A 12.0 PT 64.31 18 BL1 184.2=22.97(64.31)-.5 F 0.0 PE 0.00 18 184.2 4.33 T 12.0 0.01115 PF 0.13 4.02 A 12.0 PT 64.44 19 BL1 184.4=22.97(64.44)-.5 F 0.0 PE 0.00 19 368.6 4.33 T 12.0 0.04023 PF 0.48 8.04 A 194.0 PT 64.92 20 BL2 174.4=21.64(64.92)-.5 F 30.1 PE 0.00 20 542.9 4.33 2VE 1VT T 224.1 0.08236 PF 18.45 11.84 PT 83.37 21 Top of Riser K -factor for Cross main 1 = 542.9/(83.37)-.5 = 59.46 Sheet 20 MCKINSTRY COMPANY Sprinkler Systems Hydraulic Flow Calculations INFLOW TUKWILA - PREACTION SYSTEM Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser P C = 100 A 8.0 PT 83.37 21 CM 1 F 0.0 PE 0.00 21 542.9 4.33 T 8.0 0.08235 PF 0.66 11.84 A 2.0 PT 84.03 22 F 61.9 PE 5.63 (EL= 13.00 ft) 22 542.9 4.33 1PAV 1T T 63.9 0.08235 PF 5.26 11.84 1GV PT 94.93 81 B.O.R. Riser H C = 100 A 6.0 PT 94.93 81 Top of Riser F 6.9 PE 0.00 81 542.9 4.33 1VE T 12.9 0.08235 PF 1.06 11.84 PT 95.99 82 B.O.R. Under ground C = 140 A 100.0 PT 95.99 82 B.O.R. 250.0 gpm = Hose F 69.0 PE 0.00 82 792.9 8.27 lUT1 3UE T 169.0 0.00380 PF 0.64 4.74 1GV PT 96.63 83 Supply Jct Available flow at 96.63 psi is 2353.8 gpm which is 1560.9 gpm from curve. Supply pressure available with 792.9 gpm flowing is 129.87 psi, thus system requirement is 33.24 psi below supply curve. (25.6%) • UNISF 1 Drawing Date:11/24/03 Imms EA Job Name: Location: Drawing Date: Contractor: ULIC DESIGN INFORMATION SHEET UNISYS 11621 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 11/25/03 11:42 RECEIVED NOV 252003 WASH. SURVEYING & RATING BUREAU 11/24/03 Remote Area Number: 1 McKINSTRY COMPANY Telephone:206-832-8191 5005 THIRD AVENUE SOUTH SEATTLE, WASHINGTON 98134 Designer: J.McCLELLAN Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities:CITY OF TUKWILA Occupancy:ORDINARY I SYSTEM DESIGN Code: Hazard:ORDINARY I System Type:WET Area of Sprinkler Operation 1500 sq ftl Density (gpm/sq ft) 0.190 Area per Sprinkler 130 sq ftl Hose Allowance Inside 0 gpm Hose Allowance Outside 250 gpm Sprinkler or Nozzle Make: TYCO Model: TY -B K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 818.2 psi Required: 104.4 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 11/25/03 135.0 psi 23.0 psi 4200 gpm 0". Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: 116th & EAST MARGINAL WAY SOUTH Source of Information: RUSS AUSTIN - WATER DISTRICT 125 SYSTEM VOLUME 670 Gallons Notes: UNISYS Drawing Date:11/24/03 11/25/03 11:42 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 • 468 93.1 psi Fixed Flow Per WSRB 100 gpm Fixed Flow Hose Allowance 250 gpm Elevation Change 25'0" 10.8 1 8" Flngd Alarm Valve CSC "F" CHART LOSS 818 0.3 1 8" Flngd Gate Valve Kennedy "4701" 4' 120 8.071 818 0.0 1 Pipe 8" 10x24 Allied 25' 120 8.249 818 0.1 Hydr Ref R1 Required at Source 818 104.4 psi Water Source135.0 psi static, 23.0 psi residual @ 4200 gpm 818 gpm 129.6 psi SAFETY PRESSURE 25.2 psi Available Pressure of 129.6 psi Exceeds Required Pressure of 104.4 psi This is a safety margin of 25.2 psi or 19 % of Supply Maximum Water Velocity is 27.8 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page,1 Date: 11/25/ 3 JOB TITLE: UNISYS WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 135.0 23.0 4200.0 129.6 718.2 104.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 718.2 GPM 250.0 GPM 250.0 GPM 468.2 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 11.7 21.1 1S 9.0 K= 5.60 21.3 25.8 2 11.7 19.9 2S 9.0 K= 5.60 20.1 25.1 3 11.7 - - - - 19.8 3S 9.0 K= 5.60 20.0 25.0 4 11.7 - - - - 19.7 4S 9.0 K= 5.60 20.0 25.0 5 11.7 19.8 5S 9.0 K= 5.60 20.0 25.1 6 11.7 - - - - 20.6 6S 9.0 K= 5.60 20.8 25.5 7 11.7 - - - - 20.3 7S 9.0 K= 5.60 20.5 25.4 8 11.7 - - - - 19.2 8S 9.0 K. 5.60 19.5 24.7 9 11.7 19.4 9S 9.0 K. 5.60 19.6 24.8 10 11.7 19.6 10S 9.0 K= 5.60 19.8 24.9 11 11.7 - - - - 19.7 - - - 11S 9.0 K= 5.60 19.9 25.0 12 11.7 - - - - 19.1 - - - 12S 9.0 K= 5.60 19.4 24.7 13 11.7 - - - - 18.4 - - - 13S 9.0 K= 5.60 18.7 4.2 14 11.7 - - - - 17.8 - - - 14S 9.0 K= 5.60 18.1 23.8 15 11.7 - - - - 17.5 15S 9.0 K= 5.60 17.8 23.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/25/ 3 JOB TITLE: UNISYS NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 16 11.7 17.6 16S 9.0 K= 5.60 17.9 23.7 17 11.7 17.2 17S 9.0 K= 5.60 17.6 23.5 18 11.7 18.0 18S 9.0 K= 5.60 18.3 24.0 19 11.7 18.6 19S 9.0 K= 5.60 18.9 24.3 40 11.7 24.9 41 11.7 22.8 42 11.7 20.9 43 11.7 20.8 44 11.7 20.9 45 11.7 21.1 46 11.7 22.4 47 11.7 20.7 48 11.7 20.6 49 11.7 20.6 50 11.7 20.8 51 11.7 21.4 52 11.7 22.3 53 11.7 19.7 54 11.7 19.1 55 11.7 18.9 56 11.7 18.9 57 11.7 19.0 58 11.7 19.1 59 11.7 20.0 60 11.7 20.2 61 11.7 - - 44.3 62 11.7 - 44.2 63 11.7 - 44.1 64 11.7 - 43.9 65 11.7 - 45.1 66 11.7 - 45.0 67 11.7 - 44.9 68 11.7 - 44.9 69 11.7 - 46.4 70 11.7 - 46.3 71 11.7 - 46.3 72 11.7 - 46.2 73 11.7 - 47.7 74 11.7 - 47.7 75 11.7 - 47.6 76 11.7 - 47.6 Al 11.7 - 42.2 A2 11.7 - 43.0 A3 11.7 ,- 43.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/25/ 3 JOB TITLE: UNISYS NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) A4 11.7 44.5 A5 11.7 45.3 A6 11.7 46.5 A7 11.7 47.8 A8 11.7 49.1 A9 11.7 50.2 A10 11.7 51.4 All 11.7 52.8 Al2 11.7 54.5 A13 11.7 56.2 A14 11.7 57.7 A15 11.7 59.5 A16 11.7 61.3 A17 11.7 63.6 A18 11.7 65.7 A19 11.7 68.3 A20 11.7 71.2 A21 11.7 74.9 A22 11.7 78.2 A23 11.7 82.8 A24 25.0 92.9 B1 11.7 35.6 B2 11.7 35.6 B3 11.7 36.7 B4 11.7 39.8 B5 11.7 41.9 B6 11.7 43.1 B7 11.7 44.3 B8 11.7 45.9 B9 11.7 47.4 B10 11.7 48.8 B11 11.7 50.2 B12 11.7 51.5 B13 11.7 52.9 B14 11.7 54.1 B15 11.7 55.6 B16 11.7 56.9 B17 11.7 58.1 B18 11.7 59.1 B19 11.7 60.1 B20 11.7 61.1 B21 11.7 61.7 B22 11.7 62.1 B23 11.7 62.2 B24 11.7 62.2 - - - W 25.0 TOP OF RISER 93.1 468.2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA PIPE TAG Q(GPM) .DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -25.8 1.049 PL 2.67 PF 1.0 1S 9.0 5.6 21.3 25.8 9.7 120 FTG E PE -1.2 1 11.7 0.0 21.1 0.0 0.209 TL 4.67 PV 0.0 Pipe: 2 25.8 1.049 PL 1.37 PF 1.3 1 11.7 0.0 21.1 0.0 9.7 120 FTG T PE 0.0 46 11.7 0.0 22.4 0.0 0.209 TL 6.37 PV 0.0 Pipe: 3 -25.1 1.049 PL 2.67 PF 0.9 2S 9.0 5.6 20.1 25.1 9.4 120 FTG E PE -1.2 2 11.7 0.0 19.9 0.0 0.198 TL 4.67 PV 0.0 Pipe: 4 25.1 1.049 PL 1.37 PF 1.3 2 11.7 0.0 19.9 0.0 9.4 120 FTG T PE 0.0 45 11.7 0.0 21.1 0.0 0.198 TL 6.37 PV 0.0 Pipe: 5 -25.0 1.049 PL 2.67 PF 0.9 3S 9.0 5.6 20.0 25.0 9.4 120 FTG E PE -1.2 3 11.7 0.0 19.8 0.0 0.197 TL 4.67 PV 0.0 Pipe: 6 25.0 1.049 PL 0.50 PF 1.1 3 11.7 0.0 19.8 0.0 9.4 120 FTG T PE 0.0 44 11.7 0.0 20.9 0.0 0.197 TL 5.50 PV 0.0 Pipe: 7 -25.0 1.049 PL 2.67 PF 0.9 4S 9.0 5.6 20.0 25.0 9.4 120 FTG E PE -1.2 4 11.7 0.0 19.7 0.0 0.197 TL 4.67 PV 0.0 Pipe: 8 25.0 1.049 PL 0.50 PF 1.1 4 11.7 0.0 19.7 0.0 9.4 120 FTG T PE 0.0 43 11.7 0.0 20.8 0.0 0.197 TL 5.50 PV 0.0 Pipe: 9 -25.1 1.049 PL 2.67 PF 0.9 5S 9.0 5.6 20.0 25.1 9.4 120 FTG E PE -1.2 5 11.7 0.0 19.8 0.0 0.198 TL 4.67 PV 0.0 Pipe: 10 25.1 1.049 PL 0.50 PF 1.1 5 11.7 0.0 19.8 0.0 9.4 120 FTG T PE 0.0 42 11.7 0.0 20.9 0.0 0.198 TL 5.50 PV 0.0 Pipe: 11 -25.5 1.049 PL 2.67 PF 1.0 6S 9.0 5.6 20.8 25.5 9.6 120 FTG E PE -1.2 6 11.7 0.0 20.6 0.0 0.204 TL 4.67 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 25.5 1.049 PL 3.37 PF 1.7 6 11.7 0.0 20.6 0.0 9.6 120 FTG T PE 0.0 52 11.7 0.0 22.3 0.0 0.204 TL 8.37 PV 0.0 Pipe: 13 -25.4 1.049 PL 2.67 PF 0.9 7S 9.0 5.6 20.5 25.4 9.5 120 FTG E PE -1.2 7 11.7 0.0 20.3 0.0 0.202 TL 4.67 PV 0.0 Pipe: 14 25.4 1.049 PL 0.33 PF 1.1 7 11.7 0.0 20.3 0.0 9.5 120 FTG T PE 0.0 51 11.7 0.0 21.4 0.0 0.202 TL 5.33 PV 0.0 Pipe: 15 -24.7 1.049 PL 2.67 PF 0.9 8S 9.0 5.6 19.5 24.7 9.3 120 FTG . E PE -1.2 8 11.7 0.0 19.2 0.0 0.192 TL 4.67 PV 0.0 Pipe: 16 24.7 1.049 PL 3.37 PF 1.6 8 11.7 0.0 19.2 0.0 9.3 120 FTG T PE 0.0 50 11.7 0.0 20.8 0.0 0.192 TL 8.37 PV 0.0 Pipe: 17 -24.8 1.049 PL 2.67 PF 0.9 9S 9.0 5.6 19.6 24.8 9.3 120 FTG E PE -1.2 9 11.7 0.0 19.4 0.0 0.194 TL 4.67 PV 0.0 Pipe: 18 24.8 1.049 PL 1.50 PF 1.3 9 11.7 0.0 19.4 0.0 9.3 120 FTG T PE 0.0 49 11.7 0.0 20.6 0.0 0.194 TL 6.50 PV 0.0 Pipe: 19 -24.9 1.049 PL 2.67 PF 0.9 10S 9.0 5.6 19.8 24.9 9.3 120 FTG E PE -1.2 10 11.7 0.0 19.6 0.0 0.195 TL 4.67 PV 0.0 Pipe: 20 24.9 1.049 PL 0.50 PF 1.1 10 11.7 0.0 19.6 0.0 9.3 120 FTG T PE 0.0 48 11.7 0.0 20.6 0.0 0.195 TL 5.50 PV 0.0 Pipe: 21 -25.0 1.049 PL 2.67 PF 0.9 11S 9.0 5.6 19.9 25.0 9.4 120 FTG E PE -1.2 11 11.7 0.0 19.7 0.0 0.196 TL 4.67 PV 0.0 Pipe: 22 25.0 1.049 PL 0.50 PF 1.1 11 11.7 0.0 19.7 0.0 9.4 120 FTG T PE 0.0 47 11.7 0.0 20.7 0.0 0.196 TL 5.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 23 -24.7 1.049 PL 2.67 PF 0.9 12S 9.0 5.6 19.4 24.7 9.2 120 FTG E PE -1.2 12 11.7 0.0 19.1 0.0 0.192 TL 4.67 PV 0.0 Pipe: 24 24.7 1.049 PL 0.67 PF 1.1 12 11.7 0.0 19.1 0.0 9.2 120 FTG T PE 0.0 60 11.7 0.0 20.2 0.0 0.192 TL 5.67 PV 0.0 Pipe: 25 -24.2 1.049 PL 2.67 PF 0.9 13S 9.0 5.6 18.7 24.2 9.1 120 FTG E PE -1.2 13 11.7 0.0 18.4 0.0 0.186 TL 4.67 PV 0.0 Pipe: 26 24.2 1.049 PL 3.33 PF L.5 13 11.7 0.0 18.4 0.0 9.1 120 FTG T PE 0.0 59 11.7 0.0 20.0 0.0 0.186 TL 8.33 PV 0.0 Pipe: 27 -23.8 1.049 PL 2.67 PF 0.8 14S 9.0 5.6 18.1 23.8 8.9 120 FTG E PE -1.2 14 11.7 0.0 17.8 0.0 0.180 TL 4.67 PV 0.0 Pipe: 28 23.8 1.049 PL 2.67 PF 1.4 14 11.7 0.0 17.8 0.0 8.9 120 FTG T PE 0.0 58 11.7 0.0 19.1 0.0 0.180 TL 7.67 PV 0.0 Pipe: 29 -23.6 1.049 PL 2.67 PF 0.8 15S 9.0 5.6 17.8 23.6 8.9 120 FTG E PE -1.2 15 11.7 0.0 17.5 0.0 0.177 TL 4.67 PV 0.0 Pipe: 30 23.6 1.049 PL 3.33 PF 1.5 15 11.7 0.0 17.5 0.0 8.9 120 FTG T PE 0.0 57 11.7 0.0 19.0 0.0 0.177 TL 8.33 PV 0.0 Pipe: 31 -23.7 1.049 PL 2.67 PF 0.8 16S 9.0 5.6 17.9 23.7 8.9 120 FTG E PE -1.2 16 11.7 0.0 17.6 0.0 0.178 TL 4.67 PV 0.0 Pipe: 32 23.7 1.049 PL 2.67 PF 1.4 16 11.7 0.0 17.6 0.0 8.9 120 FTG T PE 0.0 56 11.7 0.0 18.9 0.0 0.178 TL 7.67 PV 0.0 Pipe: 33 -23.5 1.049 PL 2.67 PF 0.8 17S 9.0 5.6 17.6 23.5 8.8 120 FTG E PE -1.2 17 11.7 0.0 17.2 0.0 0.175 TL 4.67 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 34 - 23.5 1.049 PL 4.67 PF 1.7 17 11.7 0.0 17.2 0.0 8.8 120 FTG T PE 0.0 55 11.7 0.0 18.9 0.0 0.175 TL 9.67 PV 0.0 Pipe: 35 -24.0 1.049 PL 2.67 PF 0.8 18S 9.0 5.6 18.3 24.0 9.0 120 FTG E PE -1.2 18 11.7 0.0 18.0 0.0 0.182 TL 4.67 PV 0.0 Pipe: 36 24.0 1.049 PL 0.67 PF 1.0 18 11.7 0.0 18.0 0.0 9.0 120 FTG T PE 0.0 54 11.7 0.0 19.1 0.0 0.182 TL 5.67 PV 0.0 Pipe: 37 -24.3 1.049 PL 2.67 PF 0.9 19S 9.0 5.6 18.9 24.3 9.1 120 FTG E PE -1.2 19 11.7 0.0 18.6 0.0 0.187 TL 4.67 PV 0.0 Pipe: 38 24.3 1.049 PL 0.67 PF 1.1 19 11.7 0.0 18.6 0.0 9.1 120 FTG T PE 0.0 53 11.7 0.0 19.7 0.0 0.187 TL 5.67 PV 0.0 Pipe: 39 84.8 1.682 PL 10.83 PF 2.0 41 11.7 0.0 22.8 0.0 12.4 120 FTG ---- PE 0.0 40 11.7 0.0 24.9 0.0 0.189 TL 10.83 PV 0.0 Pipe: 40 75.4 1.682 PL 26.21 PF 5.2 53 11.7 0.0 19.7 0.0 11.0 120 FTG T PE 0.0 40 11.7 0.0 24.9 0.0 0.152 TL 34.21 PV 0.0 Pipe: 41 160.3 1.682 PL 16.20 PF 17.3 40 11.7 0.0 24.9 0.0 23.4 120 FTG E+T PE 0.0 Al 11.7 0.0 42.2 0.0 0.614 TL 28.20 PV 0.0 Pipe: 42 38.9 1.682 PL 39.21 PF 1.9 42 11.7 0.0 20.9 0.0 5.7 120 FTG E PE 0.0 41 11.7 0.0 22.8 0.0 0.045 TL 43.21 PV 0.0 Pipe: 43 45.9 1.682 PL 26.21 PF 2.1 47 11.7 0.0 20.7 0.0 6.7 120 FTG T PE 0.0 41 11.7 0.0 22.8 0.0 0.061 TL 34.21 PV 0.0 Pipe: 44 13.9 1.682 PL 8.00 PF 0.1 43 11.7 0.0 20.8 0.0 2.0 120 FTG ---- PE 0.0 42 11.7 0.0 20.9 0.0 0.007 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG END ELEV NODES (FT) Pipe: 43 44 45 11.7 11.7 Pipe: 46 44 11.7 45 11.7 Pipe: 47 45 11.7 46 11.7 Pipe: 48 46 11.7 B1 11.7 Pipe: 49 48 11.7 47 11.7 Pipe: 50 48 11.7 49 11.7 Pipe: 51 49 11.7 50 11.7 Pipe: 52 50 11.7 51 11.7 Pipe: 53 51 11.7 52 11.7 Pipe: 54 52 11.7 B2 11.7 Pipe: 55 54 11.7 53 11.7 Q(GPM) DIA(IN) LENGTH PRESS NOZ PT DISC VEL(FPS) HW(C) (FT) SUM (K) (PSI) (GPM) F.L./FT (PSI) 0.0 20.8 0.0 20.9 0.0 20.9 0.0 21.1 0.0 21.1 0.0 22.4 0.0 22.4 0.0 35.6 0.0 20.6 0.0 20.7 0.0 20.6 0.0 20.6 0.0 20.6 0.0 20.8 0.0 20.8 0.0 21.4 0.0 21.4 0.0 22.3 0.0 22.3 0.0 35.6 0.0 19.1 0.0 19.7 11.2 1.682 PL 0.0 1.6 120 FTG 0.0 0.004 TL 6.00 PF ---- PE 6.00 PV 36.2 1.682 PL 6.73 PF 0.0 5.3 120 FTG ---- PE 0.0 0.039 TL 6.73 PV 61.3 1.682 PL 12.76 PF 0.0 8.9 120 FTG ---- PE 0.0 0.104 TL 12.76 PV 0.0 0.0 0.0 0.3 0.0 0.0 1.3 0.0 0.0 87.2 1.682 PL 50.03 PF 13.1 0.0 12.7 120 FTG 2E+T PE 0.0 0.0 0.199 TL 66.03 PV 0.0 20.9 1.682 PL 8.00 PF 0.0 3.0 120 FTG ---- PE 0.0 0.014 TL 8.00 PV 4.0 1.682 PL 6.00 PF 0.0 0.6 120 FTG ---- PE 0.0 0.001 TL 6.00 PV 28.8 1.682 PL 6.73 PF 0.0 4.2 120 FTG ---- PE 0.0 0.026 TL 6.73 PV 53.5 1.682 PL, 7.27 PF 0.0 7.8 120 FTG ---- PE 0.0 0.081 TL 7.27 PV 78.9 1.682 PL 5.49 PF 0.0 11.5 120 FTG ---- PE 0.0 0.165 TL 5.49 PV 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.6 0.0 0.0 0.9 0.0 0.0 104.4 1.682 PL 40.04 PF 13.3 0.0 15.2 120 FTG T PE 0.0 0.0 0.278 TL 48.04 PV 0.0 51.1 1.682 PL 8.00 PF 0.0 7.5 120 FTG ---- PE 0.0 0.074 TL 8.00 PV 0.6 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG END ELEV NODES (FT) Pipe: 55 54 56 11.7 11.7 Pipe: 57 56 11.7 55 11.7 Pipe: 58 56 11.7 57 11.7 Pipe: 59 57 11.7 58 11.7 Pipe: 60 58 11.7 59 11.7 Pipe: 61 59 11.7 60 11.7 Pipe: 62 60 11.7 B3 11.7 Pipe: 63 62 11.7 61 11.7 Pipe: 64 61 11.7 A4 11.7 Pipe: 65 63 11.7 62 11.7 Pipe: 66 64 11.7 63 11.7 NOZ (K) Q(GPM) DIA(IN) LENGTH PT DISC VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT 0.0 18.9 0.0 19.1 0.0 18.9 0.0 18.9 0.0 18.9 0.0 19.0 0.0 19.0 0.0 19.1 0.0 19.1 0.0 20.0 0.0 20.0 0.0 20.2 0.0 20.2 0.0 36.7 0.0 44.2 0.0 44.3 0.0 44.3 0.0 44.5 0.0 44.1 0.0 44.2 0.0 43.9 0.0 44.1 '27.1 1.682 PL 0.0 4.0 120 FTG 0.0 0.023 TL 6.00 6.00 PF PE PV 3.6 1.682 PL 5.12 PF 0.0 0.5 120 FTG ---- PE 0.0 0.001 TL 5.12 PV 20.1 1.682 PL 2.88 PF 0.0 2.9 120 FTG ---- PE 0.0 0.013 TL 2.88 PV PRESS SUM (PSI) 43.7 1.682 PL 3.12 PF 0.0 6.4 120 FTG ---- PE 0.0 0.055 TL 3.12 PV 67.5 1.682 PL 6.88 PF 0.0 9.8 120 FTG ---- PE 0.0 0.124 TL 6.88 PV 91.7 1.682 PL 1.12 PF 0.0 13.4 120 FTG ---- PE 0.0 0.219 TL 1.12 PV 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.9 0.0 0.0 0.2 0.0 0.0 116.4 1.682 PL 40.41 PF 16.4 0.0 17.0 120 FTG T PE 0.0 0.0 0.340 TL 48.41 PV 0.0 12.3 1.442 PL 12.00 PF 0.0 2.4 120 FTG ---- PE 0.0 0.011 TL 12.00 PV 12.3 1.442 PL 11.21 PF 0.0 2.4 120 FTG T PE 0.0 0.011 TL 17.21 PV 12.3 1.442 PL 12.00 PF 0.0 2.4 120 FTG ---- PE 0.0 0.011 TL 12.00 PV 12.3 1.442 PL 12.00 PF 0.0 2.4 120 FTG ---- PE 0.0 0.011 TL 12.00 PV 0.1 0.0 0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 67 12.3 1.442 PL 67.53 PF 0.8 B6 11.7 0.0 43.1 0.0 2.4 120 FTG T PE 0.0 64 11.7 0.0 43.9 0.0 0.011 TL 73.53 PV 0.0 Pipe: 68 10.2 1.442 PL 12.00 PF 0.1 66 11.7 0.0 45.0 0.0 2.0 120 FTG ---- PE 0.0 65 11.7 0.0 45.1 0.0 0.008 TL 12.00 PV 0.0 Pipe: 69 10.2 1.442 PL 11.21 PF 0.1 65 11.7 0.0 45.1 0.0 2.0 120 FTG T PE 0.0 A5 11.7 0.0 45.3 0.0 0.008 TL 17.21 PV 0.0 Pipe: 70 10.2 1.442 PL 12.00 PF 0.1 67 11.7 0.0 44.9 0.0 2.0 120 FTG ---- PE 0.0 66 11.7 0.0 45.0 0.0 0.008 TL 12.00 PV 0.0 Pipe: 71 10.2 1.442 PL 12.00 PF 0.1 68 11.7 0.0 44.9 0.0 2.0 120 FTG ---- PE 0.0 67 11.7 0.0 44.9 0.0 0.008 TL 12.00 PV 0.0 Pipe: 72 10.2 1.442 PL 67.53 PF 0.6 B7 11.7 0.0 44.3 0.0 2.0 120 FTG T PE 0.0 68 11.7 0.0 44.9 0.0 0.008 TL 73.53 PV 0.0 Pipe: 73 7.8 1.442 PL 12.00 PF 0.1 70 11.7 0.0 46.3 0.0 1.5 120 FTG ---- PE 0.0 69 11.7 0.0 46.4 0.0 0.005 TL 12.00 PV 0.0 Pipe: 74 7.8 1.442 PL 11.21 PF 0.1 69 11.7 0.0 46.4 0.0 1.5 120 FTG T PE 0.0 A6 11.7 0.0 46.5 0.0 0.005 TL 17.21 PV 0.0 Pipe: 75 7.8 1.442 PL 12.00 PF 0.1 71 11.7 0.0 46.3 0.0 1.5 120 FTG ---- PE 0.0 70 11.7 0.0 46.3 0.0 0.005 TL 12.00 PV 0.0 Pipe: 76 7.8 1.442 PL 12.00 PF 0.1 72 11.7 0.0 46.2 0.0 1.5 120 FTG ---- PE 0.0 71 11.7 0.0 46.3 0.0 0.005 TL 12.00 PV 0.0 Pipe: 77 7.8 1.442 PL 67.53 PF 0.4 B8 11.7 0.0 45.9 0.0 1.5 120 FTG T PE 0.0 72 11.7 0.0 46.2 0.0 0.005 TL 73.53 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) •SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 78 6.1 1.442 PL 12.00 PF 0.0 74 11.7 0.0 47.7 0.0 1.2 120 FTG ---- PE 0.0 73 11.7 0.0 47.7 0.0 0.003 TL 12.00 PV 0.0 Pipe: 79 6.1 1.442 PL 11.21 PF 0.1 73 11.7 0.0 47.7 0.0 1.2 120 FTG T PE 0.0 A7 11.7 0.0 47.8 0.0 0.003 TL 17.21 PV 0.0 Pipe: 80 6.1 1.442 PL 12.00 PF 0.0 75 11.7 0.0 47.6 0.0 1.2 120 FTG ---- PE 0.0 74 11.7 0.0 47.7 0.0 0.003 TL 12.00 PV 0.0 Pipe: 81 6.1 1.442 PL 12.00 PF 0.0 76 11.7 0.0 47.6 0.0 1.2 120 FTG ---- PE 0.0 75 11.7 0.0 47.6 0.0 0.003 TL 12.00 PV 0.0 Pipe: 82 6.1 1.442 PL 67.53 PF 0.2 B9 11.7 0.0 47.4 0.0 1.2 120 FTG T PE 0.0 76 11.7 0.0 47.6 0.0 0.003 TL 73.53 PV 0.0 Pipe: 83 160.3 2.635 PL 12.47 PF 0.9 Al 11.7 0.0 42.2 0.0 9.5 120 FTG ---- PE 0.0 A2 11.7 0.0 43.0 0.0 0.069 TL 12.47 PV 0.0 Pipe: 84 19.0 1.442 PL114.74 PF 3.2 B4 11.7 0.0 39.8 0.0 3.8 120 FTG 2T PE 0.0 A2 11.7 0.0 43.0 0.0 0.025 TL126.74 PV 0.0 Pipe: 85 179.3 2.635 PL 10.00 PF 0.8 A2 11.7 0.0 43.0 0.0 10.7 120 FTG ---- PE 0.0 A3 11.7 0.0 43.9 0.0 0.085 TL 10.00 PV 0.0 Pipe: 86 194.1 2.635 PL 6.50 PF 0.6 A3 11.7 0.0 43.9 0.0 11.5 120 FTG ---- PE 0.0 A4 11.7 0.0 44.5 0.0 0.098 TL 6.50 PV 0.0 Pipe: 87 14.7 1.442 PL114.74 PF 2.0 B5 11.7 0.0 41.9 0.0 2.9 120 FTG 2T PE 0.0 A3 11.7 0.0 43.9 0.0 0.016 TL126.74 PV 0.0 Pipe: 88 206.3 2.635 PL 6.92 PF 0.8 A4 11.7 0.0 44.5 0.0 12.3 120 FTG ---- PE 0.0 A5 11.7 0.0 45.3 0.0 0.110 TL 6.92 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 89 216.5 2.635 PL 10.00 PF 1.2 A5 11.7 0.0 45.3 0.0 12.9 120 FTG ---- PE 0.0 A6 11.7 0.0 46.5 0.0 0.120 TL 10.00 PV 0.0 Pipe: 90 224.3 2.635 PL 10.08 PF 1.3 A6 11.7 0.0 46.5 0.0 13.3 120 FTG ---- PE 0.0 A7 11.7 0.0 47.8 0.0 0.128 TL 10.08 PV 0.0 Pipe: 91 230.4 2.635 PL 9.92 PF 1.3 A7 11.7 0.0 47.8 0.0 13.7 120 FTG ---- PE 0.0 A8 11.7 0.0 49.1 0.0 0.135 TL 9.92 PV 0.0 Pipe: 92 235.8 2.635 PL 8.08 PF 1.1 A8 11.7 0.0 49.1 0.0 14.0 120 FTG ---- PE 0.0 A9 11.7 0.0 50.2 0.0 0.141 TL 8.08 PV 0.0 Pipe: 93 5.4 1.442 PL114.74 PF 0.3 B10 11.7 0.0 48.8 0.0 1.1 120 FTG 2T PE 0.0 A8 11.7 0.0 49.1 0.0 0.002 TL126.74 PV 0.0 Pipe: 94 238.4 2.635 PL 8.00 PF 1.2 A9 11.7 0.0 50.2 0.0 14.2 120 FTG ---- PE 0.0 A10 11.7 0.0 51.4 0.0 0.144 TL 8.00 PV 0.0 Pipe: 95 2.6 1.442 PL116.61 PF 0.1 B11 11.7 0.0 50.2 0.0 0.5 120 FTG 2E+2T PE 0.0 A9 11.7 0.0 50.2 0.0 0.001 TL134.61 PV 0.0 Pipe: 96 235.5 2.635 PL 10.00 PF 1.4 A10 11.7 0.0 51.4 0.0 14.0 120 FTG ---- PE 0.0 All 11.7 0.0 52.8 0.0 0.141 TL 10.00 PV 0.0 Pipe: 97 2.9 1.442 PL118.61 PF 0.1 A10 11.7 0.0 51.4 0.0 0.6 120 FTG 2E+2T PE 0.0 B12 11.7 0.0 51.5 0.0 0.001 TL136.61 PV 0.0 Pipe: 98 233.1 2.635 PL 12.50 PF 1.7 All 11.7 0.0 52.8 0.0 13.9 120 FTG ---- PE 0.0 Al2 11.7 0.0 54.5 0.0 0.138 TL 12.50 PV 0.0 Pipe: 99 2.4 1.442 PL118.61 PF 0.1 All 11.7 0.0 52.8 0.0 0.5 120 FTG 2E+2T PE 0.0 B13 11.7 0.0 52.9 0.0 0.001 TL136.61 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe:100 6.5 1.442 PL114.74 PF 0.4 B14 11.7 0.0 54.1 0.0 1.3 120 FTG 2T PE 0.0 Al2 11.7 0.0 54.5 0.0 0.003 TL126.74 PV 0.0 Pipe:101 239.7 2.635 PL 11.42 PF 1.7 Al2 11.7 0.0 54.5 0.0 14.2 120 FTG ---- PE 0.0 A13 11.7 0.0 56.2 0.0 0.145 TL 11.42 PV 0.0 Pipe:102 247.2 2.635 PL 10.00 PF 1.5 A13 11.7 0.0 56.2 0.0 14.7 120 FTG ---- PE 0.0 A14 11.7 0.0 57.7 0.0 0.154 TL 10.00 PV 0.0 Pipe:103 7.6 1.442 PL114.74 PF 0.6 B15 11.7 0.0 55.6 0.0 1.5 120 FTG 2T PE 0.0 A13 11.7 0.0 56.2 0.0 0.005 TL126.74 PV 0.0 Pipe:104 9.4 1.442 PL114.74 PF 0.9 B16 11.7 0.0 56.9 0.0 1.9 120 FTG 2T PE 0.0 A14 11.7 0.0 57.7 0.0 0.007 TL126.74 PV 0.0 Pipe:105 256.6 2.635 PL 10.60 PF 1.7 A14 11.7 0.0 57.7 0.0 15.2 120 FTG ---- PE 0.0 A15 11.7 0.0 59.5 0.0 0.165 TL 10.60 PV 0.0 Pipe:106 268.8 2.635 PL 10.04 PF 1.8 A15 11.7 0.0 59.5 0.0 16.0 120 FTG ---- PE 0.0 A16 11.7 0.0 61.3 0.0 0.179 TL 10.04 PV 0.0 Pipe:107 12.1 1.442 PL114.74 PF 1.4 B17 11.7 0.0 58.1 0.0 2.4 120 FTG 2T PE 0.0 A15 11.7 0.0 59.5 0.0 0.011 TL126.74 PV 0.0 Pipe:108 284.2 2.635 PL 11.50 PF 2.3 A16 11.7 0.0 61.3 0.0 16.9 120 FTG ---- PE 0.0 A17 11.7 0.0 63.6 0.0 0.199 TL 11.50 PV 0.0 Pipe:109 15.4 1.442 PL114.74 PF 2.2 B18 11.7 0.0 59.1 0.0 3.1 120 FTG 2T PE 0.0 A16 11.7 0.0 61.3 0.0 0.017 TL126.74 PV 0.0 Pipe:110 19.7 1.442 PL114.74 PF 3.4 B19 11.7 0.0 60.1 0.0 3.9 120 FTG 2T PE 0.0 A17 11.7 0.0 63.6 0.0 0.027 TL126.74 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe:111 303.9 2.635 PL 9.50 PF 2.1 A17 11.7 0.0 63.6 0.0 18.1 120 FTG ---- PE 0.0 A18 11.7 0.0 65.7 0.0 0.225 TL 9.50 PV 0.0 Pipe:112 326.2 2.635 PL 10.00 PF 2.6 A18 11.7 0.0 65.7 0.0 19.4 120 FTG ---- PE 0.0 A19 11.7 0.0 68.3 0.0 0.257 TL 10.00 PV 0.0 Pipe:113 22.3 1.442 PL118.19 PF 4.6 B20 11.7 0.0 61.1 0.0 4.4 120 FTG 2E+2T PE 0.0 A18 11.7 0.0 65.7 0.0 0.034 TL136.19 PV 0.0 Pipe:114 353.0 2.635 PL 10.00 PF 3.0 A19 11.7 0.0 68.3 0.0 21.0 120 FTG ---- PE 0.0 A20 11.7 0.0 71.2 0.0 0.297 TL 10.00 PV 0.0 Pipe:115 26.7 1.442 PL120.19 PF 6.5 B21 11.7 0.0 61.7 0.0 5.3 120 FTG 2E+2T PE 0.0 A19 11.7 0.0 68.3 0.0 0.047 TL138.19 PV 0.0 Pipe:116 384.9 2.635 PL 10.50 PF 3.7 A20 11.7 0.0 71.2 0.0 22.9 120 FTG ---- PE 0.0 A21 11.7 0.0 74.9 0.0 0.349 TL 10.50 PV 0.0 Pipe:117 32.0 1.442 PL120.52 PF 9.1 B22 11.7 0.0 62.1 0.0 6.3 120 FTG 2E+2T PE 0.0 A20 11.7 0.0 71.2 0.0 0.066 TL138.52 PV 0.0 Pipe:118 425.0 2.635 PL 8.00 PF 3.4 A21 11.7 0.0 74.9 0.0 25.3 120 FTG ---- PE 0.0 A22 11.7 0.0 78.2 0.0 0.419 TL 8.00 PV 0.0 Pipe:119 40.1 1.442 PL114.74 PF 12.7 B23 11.7 0.0 62.2 0.0 8.0 120 FTG 2T PE 0.0 A21 11.7 0.0 74.9 0.0 0.100 TL126.74 PV 0.0 Pipe:120 43.2 1.442 PL121.24 PF 16.0 B24 11.7 0.0 62.2 0.0 8.6 120 FTG 2E+2T PE 0.0 A22 11.7 0.0 78.2 0.0 0.115 TL139.24 PV 0.0 Pipe:121 468.2 2.635 PL 3.07 PF 4.5 A22 11.7 0.0 78.2 0.0 27.8 120 FTG E PE 0.0 A23 11.7 0.0 82.8 0.0 0.501 TL 9.07 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe:122 468.2 3.260 PL 67.49 PF 15.9 A23 11.7 0.0 82.8 0.0 18.2 120 FTG E+T PE -5.8 A24 25.0 0.0 92.9 0.0 0.178 TL 89.49 PV 0.0 Pipe:123 468.2 8.249 PL 85.32 PF 0.2 A24 25.0 0.0 92.9 0.0 2.8 120 FTG 3E PE 0.0 W 25.0 0.0 93.1 0.0 0.002 TL123.32 PV 0.0 Pipe:124 87.2 2.635 PL 3.00 PF 0.1 B1 11.7 0.0 35.6 0.0 5.2 120 FTG ---- PE 0.0 B2 11.7 0.0 35.6 0.0 0.022 TL 3.00 PV 0.0 Pipe:125 191.6 2.635 PL 10.83 PF 1.0 B2 11.7 0.0 35.6 0.0 11.4 120 FTG ---- PE 0.0 B3 11.7 0.0 36.7 0.0 0.096 TL 10.83 PV 0.0 Pipe:126 308.0 2.635 PL 13.67 PF 3.2 B3 11.7 0.0 36.7 0.0 18.3 120 FTG ---- PE 0.0 B4 11.7 0.0 39.8 0.0 0.231 TL 13.67 PV 0.0 Pipe:127 288.9 2.635 PL 10.00 PF 2.1 B4 11.7 0.0 39.8 0.0 17.2 120 FTG ---- PE 0.0 B5 11.7. 0.0 41.9 0.0 0.205 TL 10.00 PV 0.0 Pipe:128 274.2 2.635 PL 6.50 PF 1.2 B5 11.7 0.0 41.9 0.0 16.3 120 FTG ---- PE 0.0 B6 11.7 0.0 43.1 0.0 0.186 TL 6.50 PV 0.0 Pipe:129 261.9 2.635 PL 6.92 PF 1.2 B6 11.7 0.0 43.1 0.0 15.6 120 FTG ---- PE 0.0 B7 11.7 0.0 44.3 0.0 0.171 TL 6.92 PV 0.0 Pipe:130 251.8 2.635 PL 10.00 PF 1.6 B7 11.7 0.0 44.3 0.0 15.0 120 FTG ---- PE 0.0 B8 11.7 0.0 45.9 0.0 0.159 TL 10.00 PV 0.0 Pipe:131 244.0 2.635 PL 10.08 PF 1.5 B8 11.7 0.0 45.9 0.0 14.5 120 FTG ---- PE 0.0 B9 11.7 0.0 47.4 0.0 0.150 TL 10.08 PV 0.0 Pipe:132 237.8 2.635 PL 9.92 PF 1.4 B9 11.7 0.0 47.4 0.0 14.1 120 FTG ---- PE 0.0 B10 11.7 0.0 48.8 0.0 0.143 TL 9.92 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe:133 232.4 2.635 PL 9.96 PF 1.4 B10 11.7 0.0 48.8 0.0 13.8 120 FTG ---- PE 0.0 B11 11.7 0.0 50.2 0.0 0.137 TL 9.96 PV 0.0 Pipe:134 229.8 2.635 PL 10.00 PF 1.3 Bil 11.7 0.0 50.2 0.0 13.7 120 FTG ---- PE 0.0 B12 11.7 0.0 51.5 0.0 0.134 TL 10.00 PV 0.0 Pipe:135 232.7 2.635 PL 10.00 PF 1.4 B12 11.7 0.0 51.5 0.0 13.8 120 FTG ---- PE 0.0 B13 11.7 0.0 52.9 0.0 0.137 TL 10.00 PV 0.0 Pipe:136 235.1 2.635 PL 8.63 PF 1.2 B13 11.7 0.0 52.9 0.0 14.0 120 FTG ---- PE 0.0 314 11.7 0.0 54.1 0.0 0.140 TL 8.63 PV 0.0 Pipe:137 228.6 2.635 PL 11.42 PF 1.5 B14 11.7 0.0 54.1 0.0 13.6 120 FTG ---- PE 0.0 B15 11.7 0.0 55.6 0.0 0.133 TL 11.42 PV 0.0 Pipe:138 221.0 2.635 PL 10.00 PF 1.2 B15 11.7 0.0 55.6 0.0 13.1 120 FTG ---- PE 0.0 B16 11.7 0.0 56.9 0.0 0.125 TL 10.00 PV 0.0 Pipe:139 211.6 2.635 PL 10.60 PF 1.2 B16 11.7 0.0 56.9 0.0 12.6 120 FTG ---- PE 0.0 B17 11.7 0.0 58.1 0.0 0.115 TL 10.60 PV 0.0 Pipe:140 199.5 2.635 PL 10.04 PF 1.0 B17 11.7 0.0 58.1 0.0 11.9 120 FTG ---- PE 0.0 B18 11.7 0.0 59.1 0.0 0.103 TL 10.04 PV 0.0 Pipe:141 184.1 2.635 PL 11.50 PF 1.0 B18 11.7 0.0 59.1 0.0 10.9 120 FTG ---- PE 0.0 B19 11.7 0.0 60.1 0.0 0.089 TL 11.50 PV 0.0 Pipe:142 164.4 2.635 PL 12.95 PF 0.9 B19 11.7 0.0 60.1 0.0 9.8 120 FTG ---- PE 0.0 B20 11.7 0.0 61.1 0.0 0.072 TL 12.95 PV 0.0 Pipe:143 142.0 2.635 PL 12.00 PF 0.7 B20 11.7 0.0 61.1 0.0 8.4 120 FTG ---- PE 0.0 B21 11.7 0.0 61.7 0.0 0.055 TL 12.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 Date: 11/25/ 3 JOB TITLE: UNISYS PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe:144 115.3 2.635 PL 10.33 PF 0.4 B21 11.7 0.0 61.7 0.0 6.8 120 FTG ---- PE 0.0 B22 11.7 0.0 62.1 0.0 0.037 TL 10.33 PV 0.0 Pipe:145 83.3 2.635 PL 4.72 PF 0.1 B22 11.7 0.0 62.1 0.0 5.0 120 FTG ---- PE 0.0 B23 11.7 0.0 62.2 0.0 0.021 TL 4.72 PV 0.0 Pipe:146 43.2 2.635 PL 1.50 PF 0.0 B23 11.7 0.0 62.2 0.0 2.6 120 FTG ---- PE 0.0 B24 11.7 0.0 62.2 0.0 0.006 TL 1.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 Date: 11/25/ 3 JOB TITLE: UNISYS HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm, psi TOTALS Hydr Ref W Required at Hyd Area 1 468 93.1 psi Fixed Flow Per WSRB 100 gpm Fixed Flow Hose Allowance 250 gpm Elevation Change 25'0" 10.8 1 8" Flngd Alarm Valve CSC "F" CHART LOSS 818 . 0.3 1 8" Flngd Gate Valve Kennedy "4701" 4' 120 8.071 818 0.0 1 Pipe 8" 10x24 Allied 25' 120 8.249 818 0.1 Hydr Ref R1 Required at Source 818 104.4 psi Water Source135.0 psi static, 23.0 psi residual Q 4200 gpm 818 gpm 129.6 psi SAFETY PRESSURE 25.2 psi Job UNISYS 11621 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON Remote Area: 1 140 • 120 100 80 P S 60 40 20 Water Static Pressure: Residual Pressure: Flow: Date/Loc 11/25/03 135.0 psi 23.0 psi 4200 gpm 116th & EAS Required Pressure: 104.4 psi Total Flow: 818 gpm Safety Pressure: 25.2 psi Hose Allowance Inside: 0 gpm Outside: 250 gpm Drawn By SprinkCAD Tyco Fire Products (800)495-5541 Supply • 250 gpm hose • 200 300 400 500 600 700 Flow (gpm) 800 900 1000 ARCHER CONSTRUCTION, INC. 7855 S. 206th STREET KENT, WA 98032 HYDRAULIC CALCULATIONS FOR UNISYS / COMCAST 11621 EAST MARGINAL WAY S. TUKWILA, WASHINGTON 98168 REMOTE AREA #1 FILE NUMBER: S05-37 DATE: APR 6, 2005 -DESIGN DATA- • OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500.0 sq. ft. COVERAGE PER SPRINKLER: 114 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 16 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 408.9 gpm TOTAL WATER REQUIRED (including hose): 758.9 gpm FLOW AND PRESSURE (@ BOR): 408.9 gpm @ 88.5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: ARCHER CONSTRUCTION, INC. DESIGN/LAYOUT BY: KEVIN WILSON AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: ARCHEI*219DR CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16031162 ) HRS SYSTEMS, INC. TUCKER, GA 30084 n' Ugh Deael/I • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/6/2005CALCS\S05-37 UNISYS - COMCAST\S05-37 UNISYS - COMCAST-2.SDF JOB TITLE: Unisys / Comcast WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ°D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCE 127.0 20.0 4100.0 122.3 758.9 88.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 758.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 408.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 10.0 K= 5.44 18.9 23.7 102 10.0 K= 5.44 19.0 23.7 103 10.0 K= 5.44 19.5 24.0 104 10.0 K= 5.44 20.4 24.6 105 10.0 K= 5.44 22.1 25.6 106 10.0 K= 5.44 24.6 27.0 107 10.0 K= 5.44 17.6 22.8 108 10.0 K= 5.44 17.7 22.9 109 10.0 K= 5.44 18.1 23.1 110 10.0 K= 5.44 19.0 23.7 111 10.0 K= 5.44 20.5 24.6 112 10.0 K= 5.44 22.9 26.0 113 10.0 K= 5.44 28.2 28.9 114 10.0 K= 5.44 28.4 29.0 115 10.0 K= 5.44 29.0 29.3 116. 10.0 K= 5.44 30.4 30.0 A 11.0 39.1 B 11.0 39.8 C 11.0 41.9 E 11.0 57.5 F 25.0 59.2 G 25.0 68.9 TOR 25.0 69.0 BOR 2.0 HOSE STREAM 79.0 100.0 DCV1 2.0 79.2 UG1 2.0 87.2 SRCE 0.0 SOURCE 88.5 508.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/6/2005CALCS\505-37 UNISYS - COMCAST\505-37 UNISYS - COMCAST-2.SDF JOB TITLE: Unisys / Comcast PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -23.7 1.734 PL 8.00 PF 0.1 101 10.0 5.4 18.9 23.7 3.2 120 FTG ---- PE 0.0 102 10.0 5.4 19.0 23.7 0.015 TL 8.00 PV Pipe: 2 -47.4 1.734 PL 8.00 PF 0.4 102 10.0 5.4 19.0 23.7 6.4 120 FTG ---- PE 0.0 103 10.0 5.4 19.5 24.0 0.056 TL 8.00 PV Pipe: 3 -71.4 1.734 PL 8.00 PF 0.9 103 10.0 5.4 19.5 24.0 9.7 120 FTG ---- PE 0.0 104 10.0 5.4 20.4 24.6 0.119 TL 8.00 PV Pipe: 4 -96.0 1.734 PL 8.00 PF 1.6 104 10.0 5.4 20.4 24.6 13.0 120 FTG ---- PE 0.0 105 10.0 5.4 22.1 25.6 0.205 TL 8.00 PV Pipe: 5 -121.6 1.734 PL 8.00 PF 2.5 105 10.0 5.4 22.1 25.6 16.5 120 FTG ---- PE 0.0 106 10.0 5.4 24.6 27.0 0.317 TL 8.00 PV Pipe: 6 -148.6 1.734 PL 21.00 PF 14.9 106 10.0 5.4 24.6 27.0 20.2 120 FTG T PE -0.4 A 11.0 0.0 39.1 0.0 0.460 TL 32.48 PV Pipe: 7 -22.8 1.734 PL 8.00 PF 0.1 107 10.0 5.4 17.6 22.8 3.1 120 FTG ---- PE 0.0 108 10.0 5.4 17.7 22.9 0.014 TL 8.00 PV Pipe: 8 -45.7 1.734 PL 8.00 PF 0.4 108 10.0 5.4 17.7 22.9 6.2 120 FTG ---- PE .0.0 109 10.0 5.4 18.1 23.1 0.052 TL 8.00 PV Pipe: 9 -68.8 1.734 PL 8.00 PF 0.9 109 10.0 5.4 18.1 23.1 9.3 120 FTG ---- PE 0.0 110 10.0 5.4 19.0 23.7 0.111 TL 8.00 PV Pipe: 10 -92.5 1.734 PL 8.00 PF 1.5 110 10.0 5.4 19.0 23.7 12.6 120 FTG ---- PE 0.0 111 10.0 5.4 20.5 24.6 0.191 TL 8.00 PV Pipe: 11 -117.2 1.734 PL 8.00 PF 2.4 111 10.0 5.4 20.5 24.6 15.9 120 FTG ---- PE 0.0 112 10.0 5.4 22.9 26.0 0.296 TL 8.00 PV Pipe: 12 -143.2 1.734 PL 29.00 PF 17.4 112 10.0 5.4 22.9 26.0 19.5 120 FTG T PE -0.4 B 11.0 0.0 39.8 0.0 0.429 TL 40.48 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/6/2005CALCS\S05-37 UNISYS - COMCAST\S05-37 UNISYS - COMCAST-2.SDF JOB TITLE: Unisys / Comcast PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -28.9 1.734 PL 8.00 PF 0.2 113 10.0 5.4 28.2 28.9 3.9 120 FTG ---- PE 0.0 114 10.0 5.4 28.4 29.0 0.022 TL 8.00 PV Pipe: 14 -57.9 1.734 PL 8.00 PF 0.6 114 10.0 5.4 28.4 29.0 7.9 120 FTG ---- PE 0.0 115 10.0 5.4 29.0 29.3 0.080 TL 8.00 PV Pipe: 15 -87.2 1.734 PL 8.00 PF 1.4 115 10.0 5.4 29.0 29.3 11.8 120 FTG ---- PE 0.0 116 10.0 5.4 30.4 30.0 0.171 TL 8.00 PV Pipe: 16 -117.1 1.734 PL 29.00 PF 12.0 116 10.0 5.4 30.4 30.0 15.9 120 FTG T PE -0.4 C 11.0 0.0 41.9 0.0 0.296 TL 40.48 PV Pipe: 17 -148.6 2.729 PL 14.00 PF 0.7 A 11.0 0.0 39.1 0.0 8.1 120 FTG ---- PE 0.0 B 11.0 0.0 39.8 0.0 0.051 TL 14.00 PV Pipe: 18 -291.8 2.729 PL 12.00 PF 2.1 B 11.0 0.0 39.8 0.0 16.0 120 FTG ---- PE 0.0 C 11.0 0.0 41.9 0.0 0.176 TL 12.00 PV Pipe: 19 -408.9 2.729 PL 37.50 PF 15.5 C 11.0 0.0 41.9 0.0 22.4 120 FTG E PE 0.0 E 11.0 0.0 57.5 0.0 0.329 TL 47.27 PV Pipe: 20 -408.9 2.729 PL 14.00 PF 7.8 E 11.0 0.0 57.5 0.0 22.4 120 FTG E PE -6.1 F 25.0 0.0 59.2 0.0 0.329 TL 23.77 PV Pipe: 21 -408.9 2.729 PL 10.00 PF 9.7 F 25.0 0.0 59.2 0.0 22.4 120 FTG T PE 0.0 G 25.0 0.0 68.9 0.0 0.329 TL 29.54 PV Pipe: 22 -408.9 8.249 PL 13.00 PF 0.1 G 25.0 0.0 68.9 0.0 2.5 120 FTG E PE 0.0 TOR 25.0 0.0 69.0 0.0 0.002 TL 34.14 PV Pipe: 23 -408.9 8.249 PL 23.00 PF 0.1 TOR 25.0 0.0 69.0 0.0 2.5 120 FTG EG PE 10.0 BOR 2.0 H.S. 79.0 100.0 0.002 TL 48.84 PV Pipe: 23A -508.9 8.249 PL 7.00 PF 0.2 BOR 2.0 H.S. 79.0 100.0 3.1 120 FTG 3E PE 0.0 DCV1 2.0 0.0 79.2 0.0 0.002 TL 70.42 PV Pipe: 24 FIXED PRESSURE LOSS DEVICE UG1 2.0 0.0 87.2 0.0 8.0 psi, 508.9 gpm DCV1 2.0 0.0 79.2 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/6/2005CALCS\S05-37 UNISYS - COMCAST\S05-37 UNISYS - COMCAST-2.SDF JOB TITLE: Unisys / Comcast PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -508.9 8.390 PL 200.00 PF 0.5 UG1 2.0 0.0 87.2 0.0 3.0 140 FTG ETG PE 0.9 SRCE 0.0 SRCE 88.5 (N/A) 0.002 TL 297.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 16031162 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.120 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.4 ft/sec at pipe 21. (4) PIPE FITTINGS TABLE Pipe Table Name: ARCHER.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N S Ell Tee LngEll ChkVly BfyVly GatVly NPTee 45E11 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 10.87 PAGE: F MATERIAL: EDYFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T C B G A D N Ell Tee ChkVly BfyVly GatVly AlmVly DPV1v 1.734 5.74 11.48 12.92 3.59 1.43 12.54 15.47 0.00 2.729 9.77 19.54 11.40 6.03 1.62 12.54 15.47 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/6/2005CALCS\S05-37 UNISYS - COMCAST\S05-37 UNISYS - COMCAST-2.SDF JOB TITLE: Unisys / Comcast WATER SUPPLY ANALYSIS a 0 0 0 0 •1-1 N a O 0 0 Static: 127.00 psi Resid: a e>> 01 a ►i $1 O+ a 0 d of U U O CO si >r T) mu) 0oor•1 0 Z 0 air a0 014 . 01) ri a¢, us A 0 w w w ,. •, ay e O 0 a 0. TI wN4 a RI co sa 0 u) r•1 N -r-1 1-1 0 >I -d • O 1 ) U) Cl) IO N i1. • > N W CO 0 0 0 1.1 C4 0 0 0 O O N • . wo Vr r-1 co 1n rA et4DCDw aw41u)u) C4 Ell 04us-. O CO O O N r-1 M O 0 N O 0 O N FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/6/2005CALCS\505-37 UNISYS - COMCAST\505-37 UNISYS - COMCAST-2.SDF JOB TITLE: Unisys / Comcast WATER SUPPLY CURVE 132+ 121\0 \ I\ I \ 110+ \ I \ I \ I \ 99+ \ \ \ I \ P 88+X \ R 1 \ E I \ S I \ S 77+ \ U I \ R I \ E I 66+ \ ( 1 \ P 1 \ s I \ I 55+ \ ) 1 \ I \ I \ 44+ \ I \ I \ I \ 33+ \ I \ I \ I \ 22+ LEGEN\ * <-20.0 psi @ 4100 gpm I X = Required Water Supplyw Test Point I 88.51 psi @ 758.9 gpm 11+ 1 0 = Available Water Supply 122.28 psi @ 758.9 gpm 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Hydraulic Calculations Sheet 1 for Project Name: PSF MECHANICAL WORLD HEADQUARTERS Location: 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Design: Occupancy classification: ORDINARY GR. 1 Density: 0.15 gpm/sq.ft. Area of application: 900 square feet Coverage per sprinkler: VARIES, 130SQ/FT MAX. Type of sprinklers calculated: PENDENT QUICK RESPONSE K=5.6 No. of sprinklers calculated: 10 heads Total water required: Including hose streams Date 12/02/14 Job: PSF-1 47.65 psi @ 212.8 gpm @ Supply 115.69 psi available @ 212.8 gpm Below curve by 68.04 psi Type of System: Wet Water Supply Information: 117.00 psi Static, 20.00 psi Residual W 2184.0 gpm Name of Contractor: Best Fire Protection Phone Number: 360 794-9479 Authority Having Jurisdiction: NFPA-13 Notes: NO FLOW DATA AVAILABLE AT RISER. SUPPLY BASED ON EXISTING PRESSURE AT BASE 0 OF RISER. RESIDUAL FLOW AND PRESSURE CALCULATED ON ROOF DEMAND OF .39GPM OVE R 5600 SQ/FT AREA BEING AVAILABE AT 20 PSI Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com PSF MECHANICAL WORLD HEADQUARTERS Best Fire Protection Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B25 Wilkins Model 350A -G Double Check Backflow Assy. CV Swing check valve Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 PSF-1 12/02/14 11:OOam Sheet 4 Best Fire Protection Sprinkler Systems Hydraulic Flow Calculations PSF MECHANICAL WORLD HEADQUARTERS 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 1.00 5.6 10.330 -1.000 0.0 120 32 1E 2 DR2 1.049 2.50 5.6 7.000 0.300 0.0 120 32 2E,1T 3 A01 1.049 2.30 5.6 10.330 0.000 0.0 120 32 1T 4 A02 1.049 5.30 5.6 10.330 0.000 0.0 120 32 1T 5 A03 1.049 1.50 DR1 0.000 0.300 0.0 120 32 2E,1T 6 A04 1.049 1.00 DR1 0.000 0.300 0.0 120 32 2E,1T 7 A05 1.049 0.50 DR2 0.000 0.300 0.0 120 32 2E,1T 8 BL1 1.049 11.80 A03 0.000 0.000 0.0 120 32 9 BL1 1.380 19.50 A03 0.000 0.000 0.0 120 32 10 BL1 1.610 20.20 0.000 0.000 0.0 120 32 2E,1T 11 RN1 2.067 1.00 BL1 0.000 1.000 0.0 120 32 1T 12 BL2 1.049 12.30 A01 A02 0.000 0.000 0.0 120 32 13 BL2 1.380 11.80 A04 0.000 0.000 0.0 120 32 14 BL2 1.380 19.00 A04 0.000 0.000 0.0 120 32 15 BL2 1.610 15.60 0.000 0.000 0.0 120 32 1E 16 RN2 1.610 1.00 BL2 0.000 1.000 0.0 120 32 1T 17 BL3 1.049 10.50 A01 0.000 0.000 0.0 120 32 lE 18 BL3 1.049 7.80 A05 0.000 0.000 0.0 120 32 19 BL3 1.380 9.80 A05 0.000 0.000 0.0 120 32 20 BL3 1.380 5.60 A05 0.000 0.000 0.0 120 32 21 BL3 1.610 37.10 0.000 0.000 0.0 120 32 3E 22 RN3 1.610 1.00 BL3 0.000 1.000 0.0 120 32 1T 23 CM 3.260 11.80 RN3 0.000 0.000 0.0 120 32 24 CM 3.260 6.30 RN2 0.000 0.000 0.0 120 32 25 CM 3.260 8.30 RN1 0.000 0.000 0.0 120 32 1VT 26 BU1 3.260 9.80 CM 0.000 0.000 0.0 120 32 1VE 27 BU2 3.260 35.80 BU1 0.000 -15.500 0.0 120 32 1VE,1T 28 BU3 8.071 236.00 BU2 0.000 0.000 0.0 120 32 2VE 29 RI 8.071 25.50 BU3 0.000 25.000 0.0 120 32 1CV,3VE,2E 30 RI 8.071 0.00 0.000 0.000 0.0 120 32 1B25 PSF-1 12/02/14 11:OOam Sheet 5 Best Fire Protection Sprinkler Systems Hydraulic Flow Calculations PSF MECHANICAL WORLD HEADQUARTERS 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 ______= L 1.0 PT 10.33 1 18.0=5.60(10.33)A.5 F 2.0 PE -0.43 (EL= -1.0 ft) 1 18.0 1.049 lE T 3.0 0.10707 PF 0.32 6.7 PT 10.22 5 Bl Jct K -factor for drop 1 = 18.0/(10.22)A.5 = 5.63 at Hyd Ref Pts 5 6 Drop 2 14.8=5.60(7.00)A.5 F 2 14.8 1.049 2E 1T T 2.5 PT 7.00 9.0 PE 0.13 11.5 0.07470 PF 0.86 PT 7.99 K -factor for drop 2 = 14.8/(7.99)x.5 = 5.24 C = 120 2 (EL= 0.3 ft) 5.5 7 B1 Jct Arm -over 1 C = 120 __________= L 2.3 PT 10.33 3 18.0=5.60(10.33)A.5 F 5.0 PE 0.00 3 18.0 1.049 1T T 7.3 0.10707 PF 0.78 PT 11.11 12 K -factor for arm -over 1 = 18.0/(11.11)A.5 = 5.40 at Hyd Ref Pts 12 17 6.7 B1 Jct Arm -over 2 C = 120 __________= L 5.3 PT 10.33 4 18.0=5.60(10.33)A.5 F 5.0 PE 0.00 4 18.0 1.049 1T T 10.3 0.10707 PF 1.10 6.7 PT 11.43 12 B1 Jct K -factor for arm -over 2 = 18.0/(11.43)^.5 = 5.32 Arm -over 3 C = 120 L 1.5 PT 10.22 5 DR1 18.0=5.63(10.22)A.5 F 9.0 PE 0.13 (EL= 0.3 ft) 5 18.0 1.049 2E 1T T 10.5 0.10710 PF 1.12 6.7 PT 11.47 8 B1 Jct K -factor for arm -over 3 = 18.0/(11.47)A.5 = 5.31 at Hyd Ref Pts 8 9 PSF-1 12/02/14 11:OOam Sheet 6 Best Fire Protection Sprinkler Systems Hydraulic Flow Calculations PSF MECHANICAL WORLD HEADQUARTERS 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Pipe Flow Dia Fitting Length Fr Loss Press Hyd. Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 4 C = 120 L 1.0 PT 10.22 6 DR1 18.0=5.63(10.22)A.5 F 9.0 PE 0.13 (EL= 0.3 ft) 6 18.0 1.049 2E 1T T 10.0 0.10710 PF 1.07 6.7 PT 11.42 13 B1 Jct K -factor for arm -over 4 = 18.0/(11.42)A.5 = 5.33 at Hyd Ref Pts 13 14 Arm -over 5 C = 120 --- L 0.5 PT 7.99 7 DR2 14.8=5.24(7.99)A.5 F 9.0 PE 0.13 (EL= 0.3 ft) 7 14.8 1.049 2E 1T T 9.5 0.07456 PF 0.71 5.5 PT 8.83 18 Bl Jct K -factor for arm -over 5 = 14.8/(8.83)".5 = 4.98 at Hyd Ref Pts 18 19 20 PSF-1 12/02/14 11:OOam Sheet Best Fire Protection Sprinkler Systems Hydraulic Flow Calculations PSF MECHANICAL WORLD HEADQUARTERS 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 _______________= L 11.8 PT 11.47 8 A03 18.0=5.31(11.47)A.5 F 0.0 PE 0.00 8 18.0 1.049 T 11.8 0.10705 PF 1.26 6.7 L 19.5 PT 12.73 9 A03 19.0=5.31(12.73)A.5 F 0.0 PE 0.00 9 37.0 1.380 T 19.5 0.10659 PF 2.08 7.9 L 20.2 PT 14.81 10 F 16.0 PE 0.00 10 37.0 1.610 2E 1T T 36.2 0.05031 PF 1.82 5.8 PT 16.63 11 Riser Nipple Jct K -factor for branchline no. 1 = 37.0/(16.63)A.5 = 9.07 Riser Nipple (Top of RN =Branchline 1) C = 120 ___________= L 1.0 PT 16.63 11 BL1 37.0=9.07(16.63)A.5 F 10.0 PE 0.43 (EL= 1.0 ft) 11 37.0 2.067 1T T 11.0 0.01493 PF 0.16 3.5 PT 17.23 25 Cross main Jct K -factor for riser nipple = 37.0/(17.23)A.5 = 8.91 Branchline No. 2 C = 120 ______= K=10.72=5.40+5.32 L 12.3 PT 11.43 12 AO1 + A02 36.3=10.72(11.43)".5 F 0.0 PE 0.00 12 36.3 1.049 T 12.3 0.39110 PF 4.81 13.5 L 11.8 PT 16.24 13 A04 21.5=5.33(16.24)A.5 F 0.0 PE 0.00 13 57.7 1.380 T 11.8 0.24315 PF 2.87 12.4 L 19.0 PT 19.11 14 A04 23.3=5.33(19.11)A.5 F 0.0 PE 0.00 14 81.0 1.380 T 19.0 0.45516 PF 8.65 17.4 L 15.6 PT 27.76 15 F 4.0 PE 0.00 15 81.0 1.610 1E T 19.6 0.21485 PF 4.21 12.8 PT 31.97 16 Riser Nipple Jct K -factor for branchline no. 2 = 81.0/(31.97)".5 = 14.33 Riser Nipple (Top of RN =Branchline 2) C = 120 ___________= L 1.0 PT 31.97 16 BL2 81.0=14.33(31.97)A.5 F 8.0 PE 0.43 (EL= 1.0 ft) 16 81.0 1.610 1T T 9.0 0.21484 PF 1.93 12.8 PT 34.34 24 Cross main Jct K -factor for riser nipple = 81.0/(34.34)A.5 = 13.82 PSF-1 12/02/14 11:OOam Sheet 8 Best Fire Protection Sprinkler Systems Hydraulic Flow Calculations PSF MECHANICAL WORLD HEADQUARTERS 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 120 __= L 10.5 PT 11.11 17 AO1 18.0=5.40(11.11)A.5 F 2.0 PE 0.00 17 18.0 1.049 1E T 12.5 0.10707 PF 1.34 6.7 L 7.8 PT 12.45 18 AO5 17.6=4.98(12.45)".5 F 0.0 PE 0.00 18 35.6 1.049 T 7.8 0.37762 PF 2.95 13.2 L 9.8 PT 15.39 19 AO5 19.6=4.98(15.39)A.5 F 0.0 PE 0.00 19 55.1 1.380 T 9.8 0.22326 PF 2.19 11.8 L 5.6 PT 17.58 20 AO5 20.9=4.98(17.58)A.5 F 0.0 PE 0.00 20 76.0 1.380 T 5.6 0.40455 PF 2.27 16.3 L 37.1 PT 19.85 21 F 12.0 PE 0.00 21 76.0 1.610 3E T 49.1 0.19096 PF 9.38 12.0 PT 29.22 22 Riser Nipple Jct K -factor for branchline no. 3 = 76.0/(29.22)A.5 = 14.06 Riser Nipple (Top of RN =Branchline 3) C = 120 _= L 1.0 PT 29.22 22 BL3 76.0=14.06(29.22)A.5 F 8.0 PE 0.43 (EL= 1.0 ft) 22 76.0 1.610 1T T 9.0 0.19093 PF 1.72 12.0 PT 31.37 23 Cross main Jct K -factor for riser nipple = 76.0/(31.37)".5 = 13.57 PSF-1 12/02/14 11:OOam Sheet 9 Best Fire Protection Sprinkler Systems Hydraulic Flow Calculations PSF MECHANICAL WORLD HEADQUARTERS 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Pipe Flow Dia Fitting No (gpm) (inch) and Dev Cross main (Beginning pressure ___ 79.4=13.57(34.26)A.5 79.4 3.260 L F 23 T L F 24 T L 52.4=8.91(34.50)A.5 F 25 212.8 3.260 1VT T 81.0=13.82(34.34)A.5 160.4 3.260 Length Fr Loss Press Hyd Vel (ft) (psi/ft) increased due 11.8 0.0 11.8 0.00667 6.3 0.0 6.3 0.02449 8.3 17.5 25.8 0.04130 (psi) Ref (fps) to Hyd Ref Pt 2) PT 34.26 23 PE 0.00 PF 0.08 3.1 PT 34.34 24 PE 0.00 PF 0.15 6.2 PT 34.50 25 PE 0.00 PF 1.07 8.2 PT 35.56 26 K -factor for Cross main = 212.8/(35.56)A.5 = 35.68 Notes C = 120 RN#22 RN#16 RN#11 Bulk Jct PSF-1 12/02/14 11:OOam Sheet 10 Best Fire Protection Sprinkler Systems Hydraulic Flow Calculations PSF MECHANICAL WORLD HEADQUARTERS 11621 E. MARGINAL WAY S. TUKWILA, WA 98168 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= L 9.8 PT 35.56 26 CM 212.8=35.68(35.56)A.5 F 6.7 PE 0.00 26 212.8 3.260 1VE T 16.5 0.04131 PF 0.68 8.2 PT 36.24 27 Bulk L 35.8 PT 36.24 27 212.8=35.35(36.24)A.5 F 26.9 PE -6.71 27 212.8 3.260 1VE 1T T 62.7 0.04131 PF 2.59 PT 32.12 28 Bulk L 236.0 PT 32.12 28 212.8=37.55(32.12)A.5 F 26.0 PE 0.00 28 212.8 8.071 2VE T 262.0 0.00050 PF 0.13 PT 32.25 29 8.2 1.3 C = 120 (EL= -15.5 ft) C = 120 Top of Riser Riser C = 120 L 25.5 PT 32.25 29 Top of Riser F 120.0 PE 10.83 (EL= 25.0 ft) 29 212.8 8.071 1CV 3VE T 145.5 0.00050 PF 0.07 1.3 2E L 0.0 PT 43.15 30 F 0.0 PE 0.00 30 212.8 8.071 1B25 T 0.0 0.00000 PF 4.51 1.3 1B25 = 4.51# PT 47.65 31 B.O.R. Available flow at 47.65 psi is 1821.7 gpm which is 1608.9 gpm from curve. Supply pressure available with 212.8 gpm flowing is 115.69 psi, thus system requirement is 68.04 psi below supply curve. (58.8%) PSF-1 12/02/14 11:OOam Sheet 11 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure _ __ _ __ _ ______ _ _______ _ _______ ___ _______ ====s=== _ _ ____ _ ________ ____ ____ __ ____ _ ___ 31 117.00 20.00 2184.0 115.69 212.8 47.65 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes ______________________________________=====s=====______________________________ 1 9.80 Orif= 5.60 10.33 18.0 2 11.10 Orif= 5.60 7.00 14.8 3 10.50 Orif= 5.60 10.33 18.0 4 10.50 Orif= 5.60 10.33 18.0 5 10.80 K= 5.63 DR1 10.22 18.0 6 10.80 K= 5.63 DR1 10.22 18.0 7 10.80 K= 5.24 DR2 7.99 14.8 8 10.50 11.47 - 9 10.50 12.73 10 10.50 14.81 11 10.50 16.63 12 10.50 11.43 13 10.50 16.24 14 10.50 19.11 15 10.50 27.76 16 10.50 31.97 17 10.50 11.11 18 10.50 12.45 19 10.50 15.39 20 10.50 17.58 21 10.50 19.85 22 10.50 29.22 23 9.50 34.26 24 9.50 34.34 25 9.50 34.50 26 9.50 35.56 27 9.50 36.24 28 25.00 32.12 29 25.00 32.25 30 0.00 43.15 31 0.00 Supply 47.65 PSF-1 12/02/14 11:OOam Sheet 12 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 9.80 5.60 18.0 1" 1E L 1.0 120 Pt 10.33 1 F 2.0 6.7 Pe -0.43 5 10.80 18.0 1.049 2.0 T 3.0 0.1071 Pf 0.32 DR1:K=5.63 2 2 11.10 5.60 7 10.80 14.8 1" 2E 1T L 2.5 120 Pt 7.00 F 9.0 5.5 Pe 0.13 14.8 1.049 9.0 T 11.5 0.0747 Pf 0.86 DR2:K=5.24 3 3 10.50 5.60 12 10.50 18.0 1" 1T L 2.3 120 Pt 10.33 F 5.0 6.7 Pe 0.00 18.0 1.049 5.0 T 7.3 0.1071 Pf 0.78 AO1:K=5.40 4 4 10.50 5.60 12 10.50 18.0 1" 1T L 5.3 120 Pt 10.33 F 5.0 6.7 Pe 0.00 18.0 1.049 5.0 T 10.3 0.1071 Pf 1.10 AO2:K=5.32 5 10.80 5.63 [18.0] 1" 2E 1T L 1.5 120 Pt 10.22 DR1 5 F 9.0 6.7 Pe 0.13 8 10.50 18.0 1.049 9.0 T 10.5 0.1071 Pf 1.12 AO3:K=5.31 6 10.80 5.63 [18.0] 1" 2E 1T L 1.0 120 Pt 10.22 DR1 6 F 9.0 6.7 Pe 0.13 13 10.50 18.0 1.049 9.0 T 10.0 0.1071 Pf 1.07 AO4:K=5.33 7 10.80 5.24 [14.8] 1" 2E 1T L 0.5 120 Pt 7.99 DR2 7 F 9.0 5.5 Pe 0.13 18 10.50 14.8 1.049 9.0 T 9.5 0.0746 Pf 0.71 AO5:K=4.98 8 8 10.50 5.31 [18.0] 1" 9 10.50 18.0 1.049 L 11.8 120 Pt 11.47 AO3 F 0.0 6.7 Pe 0.00 T 11.8 0.1070 Pf 1.26 9 9 10.50 5.31 [19.0] 1 1/4" 10 10.50 37.0 1.380 L 19.5 120 Pt 12.73 AO3 F 0.0 7.9 Pe 0.00 T 19.5 0.1066 Pf 2.08 10 10 10.50 11 10.50 1 1/2" 2E 1T L 20.2 120 Pt 14.81 F 16.0 5.8 Pe 0.00 37.0 1.610 16.0 T 36.2 0.0503 Pf 1.82 BL1:K=9.07 11 11 10.50 9.07 [37.0] 2" 1T L 1.0 120 Pt 16.63 BL1 F 10.0 3.5 Pe 0.43 25 9.50 37.0 2.067 10.0 T 11.0 0.0149 Pf 0.16 RN1:K=8.91 12 12 10.50 10.72 [36.3] 1" 13 10.50 36.3 1.049 L 12.3 120 Pt 11.43 AO1 + AO2 F 0.0 13.5 Pe 0.00 T 12.3 0.3911 Pf 4.81 13 13 10.50 5.33 [21.5] 1 1/4" 14 10.50 57.7 1.380 L 11.8 120 Pt 16.24 AO4 F 0.0 12.4 Pe 0.00 T 11.8 0.2432 Pf 2.87 14 14 10.50 5.33 [23.3] 1 1/4" 15 10.50 81.0 1.380 L 19.0 120 Pt 19.11 AO4 F 0.0 17.4 Pe 0.00 T 19.0 0.4552 Pf 8.65 PSF-1 12/02/14 11:OOam Sheet 13 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes ==__ 15 15 10.50 16 10.50 1 1/2" lE L 15.6 120 Pt 27.76 F 4.0 12.8 Pe 0.00 81.0 1.610 4.0 T 19.6 0.2148 Pf 4.21 BL2:K=14.33 16 10.50 14.33 [81.0] 1 1/2" 1T L 1.0 120 Pt 31.97 BL2 16 F 8.0 12.8 Pe 0.43 24 9.50 81.0 1.610 8.0 T 9.0 0.2148 Pf 1.93 RN2:K=13.82 17 10.50 5.40 [18.0] 1" lE L 10.5 120 Pt 11.11 AO1 17 F 2.0 6.7 Pe 0.00 18 10.50 18.0 1.049 2.0 T 12.5 0.1071 Pf 1.34 18 18 10.50 4.98 [17.6] 1 " 19 10.50 35.6 1.049 L 7.8 120 Pt 12.45 A05 F 0.0 13.2 Pe 0.00 T 7.8 0.3776 Pf 2.95 19 10.50 4.98 [19.5] 1 1/4" L 9.8 120 Pt 15.39 A05 19 F 0.0 11.8 Pe 0.00 20 10.50 55.1 1.380 T 9.8 0.2233 Pf 2.19 20 10.50 4.98 [20.9] 1 1/4" L 5.6 120 Pt 17.58 20 F 0.0 16.3 Pe 0.00 21 10.50 76.0 1.380 T 5.6 0.4046 Pf 2.27 21 21 10.50 22 10.50 1 1/2" 3E L 37.1 120 Pt 19.85 F 12.0 12.0 Pe 0.00 76.0 1.610 12.0 T 49.1 0.1910 Pf 9.38 BL3:K=14.06 22 10.50 14.06 [76.0] 1 1/2" 1T L 1.0 120 Pt 29.22 BL3 22 F 8.0 12.0 Pe 0.43 23 9.50 76.0 1.610 8.0 T 9.0 0.1909 Pf 1.72 RN3:K=13.57 23 23 9.50 13.57 [79.4] 3" 24 9.50 79.4 3.260 L 11.8 120 Pt 34.26 RN#22 F 0.0 3.1 Pe 0.00 T 11.8 0.0067 Pf 0.08 24 24 9.50 13.82 [81.0] 25 9.50 311 160.4 3.260 L 6.3 120 Pt 34.34 RN#16 F 0.0 6.2 Pe 0.00 T 6.3 0.0245 Pf 0.15 25 9.50 8.91 [52.4] 3" 1VT L 8.3 120 Pt 34.50 RN#11 25 F 17.5 8.2 Pe 0.00 26 9.50 212.8 3.260 17.5 T 25.8 0.0413 Pf 1.07 26 26 9.50 27 9.50 3" 212.8 3.260 1VE L 9.8 120 Pt 35.56 CM F 6.7 8.2 Pe 0.00 6.7 T 16.5 0.0413 Pf 0.68 27 27 9.50 28 25.00 3" 1VE 1T L 35.8 120 Pt 36.24 F 26.9 8.2 Pe -6.71 212.8 3.260 26.9 T 62.7 0.0413 Pf 2.59 28 28 25.00 29 25.00 8" 2VE L 236.0 120 Pt 32.12 F 26.0 1.3 Pe 0.00 212.8 8.071 26.0 T 262.0 0.0005 Pf 0.13 PSF-1 12/02/14 11:OOam Sheet 14 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 29 29 25.00 30 0.00 8" 1CV 3VE L 25.5 120 Pt 32.25 Top of Riser 2E F 120.0 1.3 Pe 10.83 212.8 8.071 120.0 T 145.5 0.0005 Pf 0.07 30 30 0.00 31 0.00 8H 212.8 8.071 L 0.0 120 Pt 43.15 F 0.0 1.3 Pe 0.00 1B25 = 4.51# T 0.0 0.0005 Pf 4.51 Supply DOOR • DESCRIPTION 1 3'-O" X 8'-6" STOREFRONT DCC. CLOSER. LOCK" THRESPOLG 4_,NZ: i„EATHERSTRIc> PUSu/c'vL:_ BAR 2 3'-C" x 1'-C" FOLLOW METAL DOOR 111/4-IOLLC:1) METAL FRAME 1 1(2" PAIR BUTTS (NIR.P_' KNOB LOCKSET. T1NRESHOLD, tL'EAT'-IERSTRIP 'METAL DRIP CAS' 3 12'-O" x 14'-C" STEEL OVERHEAD DOOR, 1-1IGH L'FT, CNA!N CPERA'E . W/SLICE EAR LATCH FOOT PLATE AND NEOPRENE SILL 4 9'-0" X IC' -0" STEEL OVERHEAD DOOR NIGH LIFT W/SLIDE NEOPRENE SILL. 5 1©'-0-. x 14'_0" STEEL C`✓ERI-EL DOOR. NIG LFT CHAIN OPERATE' FOOT PLATE AND NEOPRENE SILL P L.AfC-1, FOOT !=LATE AND 61 - W/SLIDER LA'C- 3' HOLLOW METAL DCCC 4N;r FRAME, ; I: PG:R BUTTS" 'ROLL UP DOOR MANUAL W/STIlEEL JAMB ; '.4ARDS UP /I\ EXHAUST FAN, ROLLING STAIR 6 - 30 AMP DUPLEX CUTLETS - 22C AMP (COMPRESSOR) ELECTRICAL UNIT HEATER OUTSIDE SHOP 1 - 100 AMP NUEBEL PLUG (5100 PIN 4 SLEEvE) ON 100 AMP, 3 PHASE, 120/20 v - 30 AMP NUBBEL PLUG (L 2130), 3 PHASE. 5 HP 2 - DUPLEX 20 AMP_ I PHASE 2x4 STUDS Q 16" CIC TO IC' CEILING GYF'. ED_ E.S. 2x12 CEIL'NG JOISTS 0 16" C/C - PL'ILLID_ ON TOP GYP, BD CEILING Northwest Communications & Alarm, Inc. 2100- 19616 St S W. • Suite 113/114, 8919 D P.0 Box 6277 Lynnwood, Washington 98036 800 962-2220 • 206 775-4456 • 206 623-4362 - FAX 206 776-4897 LOCKSET, CLOSER_ UiEATHE RSTR!P • 4 5 • • G. SLOPE SLAE-: FROM DOOR BCTTC'' 'C SLAB EDGE I/i" t"I;EAT�FRS-RIP HEAD 4 JAMBS 08.5 =.5c''- ' 1,4' -4 + s;3', _•3_EOUAL�• --24-4 --' 6 ..k 1 • ) 2 • L • 11 r • TYP."'"''FRONT 5 • 4 t- `f I\� t` ,SEE C ICE PLAN , FOR ENLARGEMENT --- • i • of n - 88.5 ■68' • a.- 3_161z_6" ' - 3_18'=b" TYP "C" FRONT TYP. "A" FRONT ; TYP. "C" FRONT . I 3'-2 '-rip...-2:r,_1_:_17.'-lr'-111_'-2;‘ T. 4. L L U DRY TUB WASHER l ! ..--t DR.. -Eo W4. TE ==c./1'"E •.J r- i r1 r� 1 1 k 1 1 - 1 1 LJ ► LJ LJ ROOT^4A1CN W/STEEL LADDER FROM FLOOR TO ROOF-IGYP"BD. SHAFT FROM CEILING TC ROOF. (LIGHT IN SOFFIT U./SWITCH) ELECtR CA �1. `f t —� 1-a'' GLS ' 11 r 11 t2 [-DOOR BUZZER W-'INTEROM (3) 4) 6'x8' DOCK LEVELER TY4. _ 4 11 - A. rT I LJ r1 I I LJ 4 • Ss8.' =65 4 4 • WAREI-IOUSE ✓ 1 f 1 L J SPACE 15 SEMI WEATED (MAX. 44F.) CONCRETE SLAB PROVIDE VAPOR: BARRIER IN FIRS 80' SLAB ONLY (iGRID 4 TO D) PROVIDE 2" SAN OVER vAPOR BARRIER. r 1 '41 ✓ -1 I i_ L J N B- - FROST PROOF 1-10SE BIB RECESSED IN PANEL ABOVE FLOOR SLAB (MATCH BLILDING 5 6) TYP "r"" Fgr'CNT t' p " j" KRC'NT 44 ' - 1 4 • • RAINLEADER FROM ROOF DRAIN ABOVE- C TIEED�� TO STORM it DRAIN- SEPARATE OVERFLOW AT SOFFIT 1 •1 Y � . ,TI1 ,-!- 4x8 SMC 1 /ENT r 1 / LJ t �— FULL HEIGHT, �DEMISING WALL 6" STEEL STUDS_ 24" 0.0 W/ 5!S" GYPI D. EACH SIDE r-1 I I LJ r,1 (:; F4`-6" 1 • dS 41 ••••• • •l1. , 0 1 .1 TYP."A" REAR 241-61, 411) TYP."A" REAR 4 1 4 DOC SEALS CON j�E SLAM 12' WIp14#r LENGTH 1 . - • 2'-6" TYP."B" REAR 2d -6 EXTRUDED CURB ON HIGH SIDE - SLOPED ASPHALT, POURED CONCRETE CURB 2'-0" MAX- TYPICAL SLOPED TRANSITION. - - - - - - - f' M b5 4 .j . _ .;. • •. 2 `-6" - g'_, f'--5' TYP-'IB" REAR 24'-6" r'&) • 4• t1- • -• 2'-6" 'B. ;222 9' • ♦ • •• • .•.. 1 , • • i 1 • 2'-6" �1 J • . • ',ri - - 1 • 1 • - - ••• !•• • 1 1 i ' t• 1 • { 4. . .•j 1 w .4 • 1 ,'_ 6,1 { I l 2'-611-i , I ;1 TYP."A" REAR TYP."A" REAR 1 TYP."A" REAR 2_4__-i?" # 24'-6" _ PLAN NORTH -6" ca> FEIRS i RETAINIII j WALL 2•-6" 61' 11 , `Yi•-�h. j( i.-2.1 TYP_"A., REAP 1 I OCR F RENTAL - I � L_ A r••A* 'cC'. _L A - `k- 4 3', PARKING G 11" EN51CN5 - } , • ILA t I M ' m 4 .J' (.0 (-0 00 N N • SPRINKLER RISFR - 4\..„ 1 N/ANT APPROXIMATE GLASS AREA • 2,392 5.F. 0i - Cii - ca ca t -t - -� TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job Ci and exact address for shut' aNtin or restoration approval. FILE FACP Fire Alarm Control EOL End Of Line A N N Fire Annunciator O Smoke Detector P IV Post tndecator O Heat Detector F s T s Flow Switch Tamper Switch v n g Duct Detector Outside Bell Strobe P S Presure Switch H Mini Horn Strobe F Manual) Pull Station L Indecotor Light El Mini Horn A s Strobe Only - LOCKSET, CLOSER_ UiEATHE RSTR!P • 4 5 • • G. SLOPE SLAE-: FROM DOOR BCTTC'' 'C SLAB EDGE I/i" t"I;EAT�FRS-RIP HEAD 4 JAMBS 08.5 =.5c''- ' 1,4' -4 + s;3', _•3_EOUAL�• --24-4 --' 6 ..k 1 • ) 2 • L • 11 r • TYP."'"''FRONT 5 • 4 t- `f I\� t` ,SEE C ICE PLAN , FOR ENLARGEMENT --- • i • of n - 88.5 ■68' • a.- 3_161z_6" ' - 3_18'=b" TYP "C" FRONT TYP. "A" FRONT ; TYP. "C" FRONT . I 3'-2 '-rip...-2:r,_1_:_17.'-lr'-111_'-2;‘ T. 4. L L U DRY TUB WASHER l ! ..--t DR.. -Eo W4. TE ==c./1'"E •.J r- i r1 r� 1 1 k 1 1 - 1 1 LJ ► LJ LJ ROOT^4A1CN W/STEEL LADDER FROM FLOOR TO ROOF-IGYP"BD. SHAFT FROM CEILING TC ROOF. (LIGHT IN SOFFIT U./SWITCH) ELECtR CA �1. `f t —� 1-a'' GLS ' 11 r 11 t2 [-DOOR BUZZER W-'INTEROM (3) 4) 6'x8' DOCK LEVELER TY4. _ 4 11 - A. rT I LJ r1 I I LJ 4 • Ss8.' =65 4 4 • WAREI-IOUSE ✓ 1 f 1 L J SPACE 15 SEMI WEATED (MAX. 44F.) CONCRETE SLAB PROVIDE VAPOR: BARRIER IN FIRS 80' SLAB ONLY (iGRID 4 TO D) PROVIDE 2" SAN OVER vAPOR BARRIER. r 1 '41 ✓ -1 I i_ L J N B- - FROST PROOF 1-10SE BIB RECESSED IN PANEL ABOVE FLOOR SLAB (MATCH BLILDING 5 6) TYP "r"" Fgr'CNT t' p " j" KRC'NT 44 ' - 1 4 • • RAINLEADER FROM ROOF DRAIN ABOVE- C TIEED�� TO STORM it DRAIN- SEPARATE OVERFLOW AT SOFFIT 1 •1 Y � . ,TI1 ,-!- 4x8 SMC 1 /ENT r 1 / LJ t �— FULL HEIGHT, �DEMISING WALL 6" STEEL STUDS_ 24" 0.0 W/ 5!S" GYPI D. EACH SIDE r-1 I I LJ r,1 (:; F4`-6" 1 • dS 41 ••••• • •l1. , 0 1 .1 TYP."A" REAR 241-61, 411) TYP."A" REAR 4 1 4 DOC SEALS CON j�E SLAM 12' WIp14#r LENGTH 1 . - • 2'-6" TYP."B" REAR 2d -6 EXTRUDED CURB ON HIGH SIDE - SLOPED ASPHALT, POURED CONCRETE CURB 2'-0" MAX- TYPICAL SLOPED TRANSITION. - - - - - - - f' M b5 4 .j . _ .;. • •. 2 `-6" - g'_, f'--5' TYP-'IB" REAR 24'-6" r'&) • 4• t1- • -• 2'-6" 'B. ;222 9' • ♦ • •• • .•.. 1 , • • i 1 • 2'-6" �1 J • . • ',ri - - 1 • 1 • - - ••• !•• • 1 1 i ' t• 1 • { 4. . .•j 1 w .4 • 1 ,'_ 6,1 { I l 2'-611-i , I ;1 TYP."A" REAR TYP."A" REAR 1 TYP."A" REAR 2_4__-i?" # 24'-6" _ PLAN NORTH -6" ca> FEIRS i RETAINIII j WALL 2•-6" 61' 11 , `Yi•-�h. j( i.-2.1 TYP_"A., REAP 1 I OCR F RENTAL - I � L_ A r••A* 'cC'. _L A - `k- 4 3', PARKING G 11" EN51CN5 - } , • ILA t I M ' m 4 .J' (.0 (-0 00 N N • SPRINKLER RISFR - 4\..„ 1 N/ANT APPROXIMATE GLASS AREA • 2,392 5.F. 0i - Cii - ca ca t -t - -� TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job Ci and exact address for shut' aNtin or restoration approval. FILE 4 - 4 4 • 4 4 OFFICE 12'x12' 0-11 4 4 .1 4 Fr -4 0-I B TA -6 OFFICE 12'x12' 0-1 0 LUNCH 11'x11' 0-15 H2O -\ A, f 1VIV EXHAUST FAN-- MICRO * N_O VENDING-, F , I ,, y4/Q)t_1_1— 0-18 Q 4 8 4+ 1 rIP WORKSTATIONS r: 74 ' — t0 Eta L MENS COPIER(----.) OPIER' \ (23J 414 FCOPY `? TA - 0-11 7'1) 4 v CIT -J 4 TAI a v 4 0-4 v Q 10 R • 6.86" 4 5'4-8 1/221 4 B SIM. 1'-1 l/4'L OFFICE .r I0'x12' 0-2 ' OPEN Q OFFICE E r T 11' 1.1J0K2( STATIONS 18'x11 r- IOPEN OFFICE L___4'114 0-14 Q 2 TT 5+-- LAUT�, '� Y J.— WAS 'ER 0-l9 1 -HOUR 10 R • 6.8:6" ■ 5'-8 l/2"t T 11" = 8'-3" 11 R • 6.86" = 6'-3 1/2" 10 T ID 11" = 9'-2" 0-3 ROOF HATCH ABOVE W/LADDER SEE DETAILS 1 AND 12 ON A-8 5 3] A INSUL. � � A NO INSUL. F ELECTRICAL 0-2 '1 3 B - NO _ INSUL. 0-12 MEN 1 II R 6.86" = 6'-3 1/2" - 10 T 0 11" 9'-2" 1 r D 0 1 c 4 14 TORAGE ER - TAIRS r°- -71 GRAPHICS 0-1 O-9 3 TA -1 0-10 SHOWER WASHER 0-20 SEE - DETAILS 4 4 9 - SHT. TA -5 0 SIM. GRAPHICS/LAB 24'x20' 0-8 (HIGH SPECTRUM BULBS) 24'-6" 0 0- D 3 0- X mI C FIRST F1- QnOFFIC:F F!_ AN SCALE 1/8" = 1'-0" OFFICE SQUARE FOOTAGE (EXCLUDING STAIRS) 3,618 • Lt 24'-6" - 0-43 0-42 0-41 0-40 r 0-45 0-46 0-48 NEW DUCT CASE, FURR AND INSUL. = OFFICE 15'x11' 0-41 0-55 OFFICE 10'x I4' 0-49 0-50 0-51 0-54 3 SIM. PTL. I/TA-8 SIM. ,A HEAD 1 Nt- STAIRS 0-4 10 R 6.86" _ T 11" = 5.-3" 11R *6.86" _ o\ I0 T ll" = S'-2"/• 3 B DTL. 1!T4-8 HEAL? �` T t f N, 181 Cst '•-fr STAIR 0-19 I B 1 -HOU 3 4'-8" 10 R * 6.86" =`-5'-8 1/2"t _ 9 T' II" = 8'-3" - 11Rw6.86" = 6'-31/2"_ 10 T w 11"-• /1\ EXPOSED CEILING JOISTS AND INSULATION •_2" 1 OFFICE il'-6"x12' 0-52 B DTL. 1/TA-B SIM. * HEAD �.1 OFFICE Q 111-6"x12' 0-53 : Q 11 .,5" / 6._11" 4'-6" •OF HATCH W/STEEL LADDER FROM FLOOR - TO ROOF-GYP.BD. SHAFT FROM CEILING TO ROOF. (LIGHT IN SOFFIT L1.1/SWI ELECTRIC/MECHANICAL ROOM BELOW H) CEILING W/INSULATIQN W BELO` DTL. I/TA-8 5IM_ • HEAD -01 LEGEND GENERAL NOTES 1.A L T.rc LIJL:R :,uMEER . NAME STF: L t;._ -" c-,A:r•1 LINK FEr.LE Sr_2ARAIOk • SFCOND Fi OQi OFFICE FLAN SCALE 1/8" = 1'-0" OFFICE SQUARE FOOTAGE (EXCLUDING STAIR5i 3,000 NOTES FURR ANY EXPOSED COLUMNS SECOND FLOOR ' .12' t LB - O ;,p CATCH B A S I N TRENCH DRAIN RLEP _z LuMI-. -'I BOLLAk3 6' DIA_ L.t.1!'CI“TIL UNLESS NETED OTHERNISE L _ _ -APANS : LSN JOINT R r REF1I CKa rTE DK:r.R I:, TIU . , 3L :RECESSED i': FF:CE AREA Or,Lt 11 L.Jm+'.AT'L' EXIT SIu:-. :.b=e_ _UP'S OK ,,ANG rKLN_ _LILir,i-;`_, DuP_i-' OiuTLFT _-_! r'r'JRL JA k 'e'NUU RINu AND PULL Y P _ ULTLC c } _ ...'r t 'n �L,:Ek- F•�' :iK r'HI.r-.L NDD�r1 SCHEDULE __LLA' 6' l5Ar r C_LA.': '-6'H CLEAR . A P.F n'L:.JJ € R -M— _ :I:D t I. AM- AT 4'-3'h. x 5-C'rz OPENING _ wOOD _ASING AND P_ ST IC LAMINATE COUNTER r - 3--E' F . (SAFETY t-LAZ I'xG )- SAME AS - E/.CE F T 'OLAZING= J -6'H ..:PENIN'- .' .300 CASINO Ar.0 r L HTs' LAM I i.A I F_ COUNTER AT t 3A F1 _ _1 -CUR Rtr}_L -JD. . rt. SHUTTER SLIf'It.i, .'INDL%1 :'..A _'Y `GLAZING, -.L"+ -^Li STIF :OR i rI`w • J --'F- DPEr'.Ir.L .', .:ia- -ASIr:`. AND r'LAST.. LAMINATE COUNTER Al r i A r SLIDING k 3'-t'ry- p.e.L..- v. _ .-.S:I_AIEL.7 . [^- LU'..K .i1 mimp/. rr1LGMINI-M FRAME tji T;i SIL, AT • j A F - 3;=:-'1%-r • 'rl STRIN0 SDUN3 O -l.'h ). -i -C,'H CLEAR INSU-.i-.lLy aro w_L.. r'»M'" SILL AT + 'i --ii' A.F F_, .ETH . 1(2 HJuR ROLL-D1'.N PERE SrtU. SLK _ M❑u;,TED GuTSIDC w1Trt SIL :>AME AS A E{CEPT HELL:. 4-4Er. GENERAL NOTES ;At R...?SLS (FAINTED: h'RO.: IDL :SAC- iN'J FOR CONFERENCE b'SAIKDS- AN3.HAI, RAIL - I S.L{J]SMIg"E DETECTION 111 FRONT C`i•..r,TER 0721. BA C`1C COUNTER t7-32. AND HALL U-26 U. LE''« ❑r 1 -rtOuk CORRIDOR E +TE'.S I Oro OF STF+I R ❑-E ILLUMINATED EXIT SIGN Abl;'.i_ LOUR OR HANG FROM. CEILING WALL TYPES (FOR FINISHES AND A:..»L .'.0 SEE R• .1-i 3;r,E:ULE) �� r 1 U1;LESS DTFIER`1ISE i4i;-�I: ALL n- r RE TiPL MARK i fir 6 (tel DESCRIPTION TILT -LP CONCRETE PANEL- LAPLSc INSIDE AND 7j r v cc% r - U W 0 Ci >- LJ >- Ln CO CO CV CV • CC e 24' 0 C. .1T0 R-11 ;IL,ERLLASS BATT INSULATION, ,APOR BARRIER,- 5/8' GYP. BD 4' Ai-SEV:T CEILING FS 25 FACINC 01,1 ABOVE. BD EACH SIDE. R -I9 INSULATIENITH BARRILR UN ;.ACh SIDE ISCLJI-Z INSULATE PER 'LAN) PLUMBINO •ALL. TRACK va:7t, ;1.'2' STEEL STUD (25GA; EACH SIDE TO - 3'-6' .:TH .7i4P SEE DETAIL Ia. -b L AS (UNLESS NSTEE HOuR .A-_ :ROM FLCIOR TO UNCERSILE SF STRUCTURE ABS‘, b' STEEL e O.G. 4/5/e' CI,P BD BOTH SIDES DOOR • DESCRIPTION - I - 3.-0,"- r3` -e=" STOREFRONT D001R. CLOSER LOCK, Th+RESr+O LG FUSH-/FULL 3`-O@ x 1'-0" HOLLOW METAL DOOR W/r'OLLOU) METAL FR.C,r1E_ t i2== FAIR'✓%TT;, oNRP_' KNO�-LOCKE:ET_ THRESi-!OLD. WEATHERSTRIP_ METAL DRIP CAP _ - 3- 12'-0" X 1-;`-0 STEEL OVERHEAD OCK -4 Gi-+ LIFT_ C-Ait' O FERATE�_ IBJ/SLIDE E.:.R LATCH FOOT PLATE AND NEOPRENE SILL- -+ 10`-J"- STEEL OVERHEAD DOOR . HIGH LIFT W/SL;DE 5AR LbTCH_ FOOT ANC - NEOPRENE SILL_ - - - - - 5 10'-0-` X i4`-0" STEEL OVERHEAD DOOR_ r -+IGH LIFT_ CHAIN OFERATED t.:J/SLIDER=•'-C.-+_ _ FOOT PLATE AND NEOPRENE SILL_ - - EAR r._ 3 xl HOLLOW METAL DOOR AND FRAME. t 112 FAIR BUTTS LOC<SET. CLOSER_ ,E47*-.11-R=Tr i= 1 8'x10` ROLL UF' DOOR MANUAL W/STEEL JAf"1S GUARDS OF 4" EXHAUST FAN, ROLLING -STAIR - - _ - 30 AMP DUPLEX OUTLETS 1 - 220 AMF (COMPRESSOR) ELECTRICAL UNIT HEATER - - OUTSIDE SHOP - 1 - 100 AMP HUBEEL PLUG (5100 PIN t SLEEVE) ON 100 AMP_ 3 PHASE, 120/208V_ I 20/208V- I - 30 AMP NUSBEL PLUG (L 2130), 3 Pi-44SE, 5 HP 2 - DUPLEX 20 AMP. I PHASE 2x4 STUDS Io" i/C TO 10' CEILING -- GYP_ E1D_ 2.12 CEILING JOISTS Lo" O/C - _PLYWD. ON TOP_ GYP_ 5D_ CEILING - --� r --f =s s1 3 r W 1 - 9 - • • Er • 8' - 2-4 Northwest Communications & Alarm, Inc. - 2100 - 19678 SI. S W. • Suite 113/114. 8149 D — P.O. Box 6277 Lynnwood, Wrsnrngton 98036 800 962-2220 • 206 775-4456 • 206 623.4362 FAX 206 7764897 S ..L FROM DCOR EC' -Ct- T^ SL.:,E EDGE 1-2E .t;E,:=.T=+ERSTRIP HEA: < JAMES - - - ! 1 -44%7- -t • - t, r F -r - �' - R _ zib - - K` f � � tri ys (j ' `‘A_. _ _ -2 TYF..- :• FRONT r - I . 1- • a E r -0 - ::SEE OFFICE PL -=.N FOR ENLARGEMENT ��--* L. ,UNDRY TUB • DR ER _ W'ATER SER'/ICE 'ER 19 a 1 I 1�-- - r (61 ri 1 1 L- J • r -t f- 1 LJ_ E ROOF �.aTC.-; uI/STEEL • _.:DDR FROM FLOOR TO RO oF-,GYP.SD- SHAF T FROM CEILING TC ROOF 1iLIGr-1T IN SOFF_T LL'SuJ!TCN) � F • r DOOR BUZZER L,J:�INTERX OM E3) - - • r� 0 i LJ = T �.; .4 r - • CA ' 4 r i [ [ LJ- • f t [ 1 F LJ • 1 D OG< r LEVELER Tl"R_ - i4) i - - .� - r--�'-ii_ FticO- '` F • 4.0 rG - I ttij - r' -r-- -t1 -1-Y' _ f t p r< f31/ • 1 t 1 1 L r-1 I LJ - - -; SPACE I3 SEMI HEATED-tM..;x 44F_/ - CONCRETE SL•:B-PROvi E vArROR BARRIER IN FIRST a.,• VLA :.NL` 4GRC= ... TO C PROVIDE 2` SAN: O -/ER VAPOR 5.44RRIER_ B - FROST PROOF 1--t SE BIB RECE55ED Ith PANEL. .:,E O'/E FLOOR SLA5 -TCO-+ hILDING 5 4 o k - -I ▪ f • i [ _ J F -T -til - 4- mak.. N' r. F RCM ROOF. GRAIN 450 ./E - TIED TO STOFZ-1 D 'R"IN-SEFL- /ERFL�Li r.T 5OFF tT 1 - 4. 41 TYP_"A' REAR t • 144.4 SIDE - FLAN L _1 1 -r LJ TN v _ C _ rF �_ �_,va ,�1 G��`� E -,tet•-e iisE F • • - rr (3 -t 7444 - - 1244 - ACCEPTED ITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER - The drawings affixed hereto have been resiix-v-34 an accepted by the City of - - i.es4:=F,aZive of this rat 2.43 co co C-41 C'41 azt 1.4 al 0 11 01 (Ai I CIF TUKWILA 575-4407 I Please call: 575-4407 i -and give this job end exact address for shut- down or restoration approval. FACP Fire Alarm Control EOL End Of Line - A N N Fire Annunciator Smoke Detector P Iv Post Indecator O Heat Detector F S - Flow Switch - O - Duct Detector - T s Tamper Switch a Outside Bell Strobe - P S Presure Switch V - - - H Mini Horn Strobe - F Manual) Pull Station 1 - Indecator Light Mini Horn s - Strobe Only - S ..L FROM DCOR EC' -Ct- T^ SL.:,E EDGE 1-2E .t;E,:=.T=+ERSTRIP HEA: < JAMES - - - ! 1 -44%7- -t • - t, r F -r - �' - R _ zib - - K` f � � tri ys (j ' `‘A_. _ _ -2 TYF..- :• FRONT r - I . 1- • a E r -0 - ::SEE OFFICE PL -=.N FOR ENLARGEMENT ��--* L. ,UNDRY TUB • DR ER _ W'ATER SER'/ICE 'ER 19 a 1 I 1�-- - r (61 ri 1 1 L- J • r -t f- 1 LJ_ E ROOF �.aTC.-; uI/STEEL • _.:DDR FROM FLOOR TO RO oF-,GYP.SD- SHAF T FROM CEILING TC ROOF 1iLIGr-1T IN SOFF_T LL'SuJ!TCN) � F • r DOOR BUZZER L,J:�INTERX OM E3) - - • r� 0 i LJ = T �.; .4 r - • CA ' 4 r i [ [ LJ- • f t [ 1 F LJ • 1 D OG< r LEVELER Tl"R_ - i4) i - - .� - r--�'-ii_ FticO- '` F • 4.0 rG - I ttij - r' -r-- -t1 -1-Y' _ f t p r< f31/ • 1 t 1 1 L r-1 I LJ - - -; SPACE I3 SEMI HEATED-tM..;x 44F_/ - CONCRETE SL•:B-PROvi E vArROR BARRIER IN FIRST a.,• VLA :.NL` 4GRC= ... TO C PROVIDE 2` SAN: O -/ER VAPOR 5.44RRIER_ B - FROST PROOF 1--t SE BIB RECE55ED Ith PANEL. .:,E O'/E FLOOR SLA5 -TCO-+ hILDING 5 4 o k - -I ▪ f • i [ _ J F -T -til - 4- mak.. N' r. F RCM ROOF. GRAIN 450 ./E - TIED TO STOFZ-1 D 'R"IN-SEFL- /ERFL�Li r.T 5OFF tT 1 - 4. 41 TYP_"A' REAR t • 144.4 SIDE - FLAN L _1 1 -r LJ TN v _ C _ rF �_ �_,va ,�1 G��`� E -,tet•-e iisE F • • - rr (3 -t 7444 - - 1244 - ACCEPTED ITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER - The drawings affixed hereto have been resiix-v-34 an accepted by the City of - - i.es4:=F,aZive of this rat 2.43 co co C-41 C'41 azt 1.4 al 0 11 01 (Ai I CIF TUKWILA 575-4407 I Please call: 575-4407 i -and give this job end exact address for shut- down or restoration approval. CET - 4 4 - 24'-Q" eT 15 3 IS�r-� -STAIRS --f `r 0-4 c m 10 R 6 0.80" ` 5`-8 I/2At T 8"1I" •-8=3" --- - II R+ 6.86" = 0 `-3 I/2" — STAIRS 24'-0 0-4 10 R 6.80" = 5; -Lam''" T 6 II yl: 8`-3"t`` 1t-_ E_ 11 R �.V1r . k 112 la T g ll_ = - r - 15-5 3L4" "TORAGE[ !UNDER ! _-- STAIRS �a - l WAITING - � - r#'_ a�F rlc" le! 0-1 0-2 0-s IM1� IE � - OPEN t, -- OFFICE 0-.D TYP. - - OFFICE 12`Al2' _ 14 0-11 _ 5=10" - OFFICE-- 12`x12* -_ 0-10 - _ - _ - LUNC4-f li'xl1' 0=15 -- -H20-\= rjr EXHAUST FA MICRO ID •50" H2O r VENDING- EV -3"N COPIER ,414I FILE/ COPY 0-14 GRAPI-+ICSiLLB- SEE DETAILS 4t9 SHT_ TA - �- 1 _ _ 1 1 1 OFFICE 12`x15` 5 DTL_ 1�Tr;-ts s € ` a HE: 4L?- t - OFFICE 15`zil` DTL_ IITA-8 SIM.�HED NEW DUCT CASE_ FURR �f AND INSUL OFFICE I0'x14E 1 r k -- u\ E Ci - -w -_ - F- _ 1 r _ - - -E ' AM[ gin OFFICE 1I`-"xl: CEILING - - CU/INSULATION - -BELOW _ - y! 0 It t 1 t - 5 - 1 -HOUR -1'-1" STAIR 1 I Tri LOCK IN -...--,.:31: ,•-,_(.0"(4- _ -___ CO — :„0 "0 _=___===-,,--_-__-7__,,,_:,___,‹ 03' cO▪ LLI ROOF HATCH A5OVE CU/LADDER SEE DETAILS 1 AND 12 ON A-.15 NO OF HATCH C1J/STEEL _ LADDER FROM FLOOR - TO ROOF-GYP.50. SHAFT FROM CEILING TO ROOF_CLIGHT IN SOFFIT 111/5UJI NO INSUL ROOM aELOUI GENERAL NOTES: ANA...HAIR RA IL s - BALK COUNTER a-sa_ AND HALL G-26 IN LE:r IEE TYPES _ Lifir r'S.S. OTHERWISE NOTED ALE_ El 0 SQUARE FOOTAGE (EXCLUDING STAIRS) 3k18 • irmirrirrommn SECOND FLOOR OFFICE F OFFICE SQUARE FOOTAGE (EXCLUDING STAIRS) 3,00c, NOTES _ FURR ANY EXPOSED COLUMNS - SECOND FLOOR .12' - 1 III 11 :.NROrw p..+p0* 111, 11111 R.,,..,,, lomfolupli ARE TYPE 4 EARie:iiii--`- =_;-c:=' GYP BF,- 4" AMt-E, ci-ri. IFICr F rw- Zfi- Fk-2 I rse:Ts Di Nat_ ALONE NAR -14 still= ril STRUCTURE - ,i REQUIRED _ 48 i 15` CFFICE1 .r 0-41 � 1 r k -- u\ E Ci - -w -_ - F- _ 1 r _ - - -E ' AM[ gin OFFICE 1I`-"xl: CEILING - - CU/INSULATION - -BELOW _ - y! 0 It t 1 t - 5 - 1 -HOUR -1'-1" STAIR 1 I Tri LOCK IN -...--,.:31: ,•-,_(.0"(4- _ -___ CO — :„0 "0 _=___===-,,--_-__-7__,,,_:,___,‹ 03' cO▪ LLI ROOF HATCH A5OVE CU/LADDER SEE DETAILS 1 AND 12 ON A-.15 NO OF HATCH C1J/STEEL _ LADDER FROM FLOOR - TO ROOF-GYP.50. SHAFT FROM CEILING TO ROOF_CLIGHT IN SOFFIT 111/5UJI NO INSUL ROOM aELOUI GENERAL NOTES: ANA...HAIR RA IL s - BALK COUNTER a-sa_ AND HALL G-26 IN LE:r IEE TYPES _ Lifir r'S.S. OTHERWISE NOTED ALE_ El 0 SQUARE FOOTAGE (EXCLUDING STAIRS) 3k18 • irmirrirrommn SECOND FLOOR OFFICE F OFFICE SQUARE FOOTAGE (EXCLUDING STAIRS) 3,00c, NOTES _ FURR ANY EXPOSED COLUMNS - SECOND FLOOR .12' - 1 III 11 :.NROrw p..+p0* 111, 11111 R.,,..,,, lomfolupli ARE TYPE 4 EARie:iiii--`- =_;-c:=' GYP BF,- 4" AMt-E, ci-ri. IFICr F rw- Zfi- Fk-2 I rse:Ts Di Nat_ ALONE NAR -14 still= ril STRUCTURE - ,i REQUIRED _ 108835 EAST MARGINAL WAY SOUTH WATERMAIN EXTENSION UPGRADE 1. le ST •••.- 5 ITIYT,51. 130:1k,-1SL_ - ONE STANDARD LENGTH OF 12' CL 52 D.I. PIPE 5 5 1; 2," 51 INSTALL 12' TEMP. PLUG AND CONC. GATE VALVE BLOCKING (MdxMJ) EXIST. 12' WATERMAIN INSTALL PIPE ANCHOR (SEE PIPE ANCHOR DETAIL) T._ CONNECT TO EXIST. 12" WATERMA31./ INSTALL 12' GATE VALVE (MJxJ.1.11- Il•TT" ST 5 115r. 5 5»1"' -S_ IITT" CONNECT TO EXIST. 10" CJ. MAiN \ INSTALL 12"x10" INCREASER (FLxMJ) 10" GATE VALVE (FLxMJ) 54 51 atIr104.0. oco • PALM f.tiT" $T EX. 26 LFt. 12" DI EX. ATE MET. RS APP -*X LOCATION q EXIST. 10" WATERLINE TO BE ABANDONED. (CONTRACTOR TO VEFY LOCATION AND DEPTH). EXIST. // -PVALVE--- / EXIST. 10' C.I. WATFRLINE FIELD / CONFIRM MATERIAL TYPE 12Q" 55 .` • $_n$, ..."1 S ST ST Ty —r 5 12b E, VICINITY MAP S07° 12' 12`rt SURVEY DATA BOUNDARY FROM A.L.T.A. SURVEY MAP BY WILSEY & HAM DATED 7-28-90 VERTICAL DATUM, U.S.C. & G.S. MSL BM # URS 392-6-11. ELEVATION = 11.58' TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS, INC. ON 8-3-88 & 10-7-88 THROUGH 10-14-88 AND 11-17-88. EX. SS LIFT STATION TUT78" 111. FUT. 8" D FUTURE F.H. FUTURE PAVING CONSTRUCTION NOTES NOTEt ALL NEW FILL SHALL BE FIELD STAKED FOR PLACEMENT. 7/8' DIA. GALV. STEEL ANCHOR RODS TREADED AT EXPOSED END INSTALL FABRICATED STEEL BOLT DOWN COLLAR TO PREVENT MOVEMENT OF MAN. COLLAR SHALL BE HOT DIPPED GALVANZED AFTER FABRICATION. BOLT HOLES SHALL BE PROVIDED FOR THREADED STEEL ANCHOR RODS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF STEEL COLLAR FOR REVIEW BY THE ENGINEER PRIOR TO INSTALLATION. GATEWAY NORTH CORPORATE PARK INSTALL' I 2-x10' INCREASER (MJ34FL) 10' GATE VALVE (MJxFU INSTALL PLASTIC BARRIER BETWEEN CONC. AND PIPE • - _ - • - - - — - - - — INSTALL PIPE ANCHOR (SEE PIPE ANCHOR DETAIL) SECTION VIEW SIDE VIEW PIPE ANCHOR DETAIL /REMOVE EXIST. 10' CJ. PIPE AND BEND FITTINGS AS REQUIRED „ EXIST.AN10' C.I. \ FIELD CONFIRM DEPTH - EXIST: METRO SEWAGE MAIN I. All waterline construction shall be completed in accordance with Water District No. 125 and thc City of Tukwila Public Works water construction and development standards, whichever is more strinvent. 2.Contractor shall verify the locations and depth of all utilities in the field prior to construction. Contractor shall notify engineer a minimum of 48 hours in advance of all requests for stakinz, testing or inspection. 4. Contractor is responsible for control at the time of staltinc. 5. • Contractor shall furnish shop drawinits for approval where required by thc detail specifications and for variation from the engineer's design. 6. ; Contractor shall install equipment in accordance with manufacturer's recommendations and Water District No. 125 specifications. 7. Contractor to furnish all materials. S. 6', 8, 10' and 12' ductile iron shall he Class 52. \ EXIST. GROUND MA1NTAIN 48" MIN.. COVER TO 60" MAX; COVER EXCEPT .WHERE REQUIRED:TO :CONNECT TO EXIST PIPE PROPOSED LANDSAPE BERM PROPOSED 2." DI SO. 1(6th. ST. WATERMAIN TO- BE -ABANDONED SECTION A -A EXIST .PA`., E1'.AENT f--EX1ST. -CUR &.• WALK. '25 MAINTAIN 481' : MIN COVER, MAXIMUM COVER- SHALL. NOT EXCEED 60' (5 FT.) 4 --- C-uilinanctlive taps tcibe made FyConlraetot---.---WaTerF-0-i-S-rfict No. 125 superintendent and engineer must bc notified 48 hours in advance. 11. - Cast iron mechanical joint sleeve couplings required. 17 Mueller H-615 tapping sleeve with flange outlet and Mueller H-667 tapping valve with mechanical joint outlet required for live taps. Any cxcertion Must he approved by Water District No. 125 superintendent. 13. Contractor is responsible for ‘crifying all existing pipe types and sizes for couplings, connections, crit -ins, and li‘e taps. APPROXIMATE .PROPOSED GRADING AFTER• LANDSCAPE EXIST. GROUND MAINTAIN 48' -MIN. COVER TO 60" MAX. COVER PRCPOSED BERM EXIST.- GRADE BERM1NG 20 LANDSCAPE 5 EXIST.- 12' D.I. TO 'REMAIN MAINTAIN- POSITIVE SLOPE NEW 490 LE 2' D.I.• CL 52 CONTRACTOR SHALL .NOT DEFLECT- PIP JOINTS OF. 12." WATERMAIN BEYOND MAX. ALLOWED BY MANUFACTURER SPECIFICATIONS Developer to applv for state, city and county inspection fees. Coordinate meter location with Water District No. 125 superintendent. Fire hydrants and mains to he operational prior to commencement of construction. No changes are to he made without written approval by the Water District No. 125 superintendent or engineer. Refer to. condition and.stanclards for all remaining, notes and details. GENERAL NOTES: REMOVE EXIST. :12NI 071 REDUCER AND ADAPTORS MIN. REMOVE REQUIRED LENGTH OF .1 .1, WATERLINE. AS NEEDED- FOR -INSTALLATION OF - NEW .12' WATERLINE SECTION B -B REMOVE PORTION OF EXIST 10! PIPE AS- REQUIRED • FOR PROPER .INST.ALLATION .OF NEW 12" D.I. • PIP 100 EXIST. 10' C.1 WATERMAIN. TO REMAIN. FIELD CONFIRM . MATERIAL: TYPE Contractor shall perform all pressure testing on new water mains in accorthnce with Water District No. 125 requirements or in accordance with Section 7-11.3(11) of the WSDOT/APWA 1991 Standard Specifications for Road, Bridge, and Municipal Construction, whichever is more stringent. Contractor shall excavate -to field confirm the existing location, size, type of material, and depth to make connections to existing water mains. Contractor shall coordinate directly with Water District No. 125 prior to scheduling construction. Contractor shall shut down portions of the existing water system as required to make the necessary connections to. the new water main. Any water main shut down periods shall be as brief as possible, and shalt be scheduled at low usage periods, subject to approval by the Water District engineer. Contractor may schedule the construction phases as desired and in accordance with Water District No. 125 requirements. 5. Contractor shall install all temporary concrete anchors per the requirements of this plan for connection to existing mains, unless alternate methods utilizing safe construction practices an be assured. Any proposed alternate construction methods shall be subject to review and _ 1 approval by Water District No. 125. 1 6. i Contractor shall field confirm and record on the as -built drawings, the depth of the existiruz water main at both connection points. If water main construction for the given alignment falls within a newly constructed fill sect..n, each pipe joint will be required to have field lock gaskets installed. 1"- 50': HORIZONTAL 1" 5' VERTICAL. 1.2.0.0 300 400 500 600 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 3/8" OR 1/2"LAG BOLT TOLCO 0910 SWIVEL TOLCO 01000 FAST CLAMP TOLCO 0910 SWIVEL TOLCO /1100 FOUR WAY CONN. TOLCO 01000 FAST CLAMP A -A SECTION TOLCO /910 SWIVEL 1" SCHED. 40 PIPE UP TO 7'-0" LONG. 114" SCHED. 40 PIPE AT 7-0- TO 9'-0`LONG TOLCO /1100 FOUR WAY CONNECTION r ; TOLCO 0911 SWIVEL SCHED. 40 PIPE UP TO 7'-0" LONG. 114 SCHEO. 40 PIPE AT 7'-0" TO 9'-0"LONG Main gni TOLCO 0910 SWIVEL TOLCO 10000 FAST CLAMP 3/8" OR 1/2"LAG BOLT 1" SCHED. 40 PIPE UP TO 7'-0" LONG. 114" SCHED. 40 PIPE AT 7-0" TO 9'-0"LONG TYPICAL 2 -WAY LATERAL BRACE TYPICAL LATERAL/LONGITUDINAL + 4 -WAY EARTHQUAKE BRACE Q TOP OF RISER 4 -WAY EARTHQUAKE BRACE MATERIAL TOLCG FIG. 1000 FAST CLAMPS TDLCL FIG. 912 SNIVEL E0. FITTING TOLCO FIG. U00 4 WAY CONNECTIONS 1' SCHEDULE 40 PIPE UP TO 7'-0' LONG 1 1/4' SCHEDULE 40 PIPE IIP TO 9'-0' LONG ALL SWAY BRACING SHALL BE IN ACCORDANCE WITH N.F.P.A. #13 - 1991 PARA. 4-5.4.3.5 aitiuns t20pc i,00� 11i v 1,Ina sit,.ted as b�--� Qd as been 00:° �- h itl"'9 Q1 da�W28e ,10� 5401iiG E15f rQS{t 2R t+ EQ BRACING DETAILS NO SCALE rY "ay UPI �ss+b�e haD,,,.t Ids which ,,,�, Ion optl. It 'v to N' that hazy "r It Ws recog�'Led that .� EAST ARUN AL �_ 6 �� u Lis ' WthoHut Comments As Noted In Red Per The Attached Letter .J VH,v These plans have been reviewer' by The Tukwila Fire Preventian EL:re a:1 for cur;`orrntn ce wlih current city standards. Acceptance is subject to errors and emissions which do not authorize _,t on_G f ac'.,;;t - standards and ordinances. 117C. rcsponsii-!itJ for the adequacy of design rests totally wan tkv2 d::s!gner. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approv; i. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. vl . i I Date: /.)- -1 0-C) By: J?, SO LLJ LJ 0 (f) TUKWILA FIRE DEPARTMENT, Please ca:I: 575-4407 and give this job No. 00 -S- L/`i and e; -;act address J shut- down or restorationa.,�sh approval. SEISMIC WIRE ROPE/CABLE BRACING g 1 li 1 pLor DATE; PLDATE w 1- 0 w I-- 0 4441\ w 1-- 0 7:---- 1 1 * MODEL "B"I I x + , ... MODEL "A" 2 -WAY BRACES - Igj _1_ MODEL "C" 4-WAYBRACES 1000 t) 900 INDUSTRIAL BLVD., P.O. BOX 7515 76 N-80 813-643-5667 0 -321 --LOOS (5667) • FAX : 813-643-4558 EQB93—D1 • 'v A\GLE IRON WALL 3RAC 3" BULK MAIN <ET FLOW 'DRO,ECT EXISTI\G 34,800 S.F. 3UILDI\G EXISTING 8" UG SUPPLY WATER FLOW TEST: 135 PSI STATIC 23 PSI STATIC FLOWING 4200 GPM SITE PLAN FOR INFORMATION ONLY SCALE: 1" = 30' 0 15' 30' 60' EXIST. FIRE DEPT CONNECTION ALARM BELL WOOD JOIST OR BEAM 'SAMMY SUPER SCREW' A.T. ROD—. SAV RING HANGER MY SUPER SCREW TYPICAL HANGERS WOOD JOIST OR BEAM EYE ROD RING HANGE GENERAL NOTES • EYE ROD DRIVE SCREW OR LAG BOLT 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS TO BE ALIGNED ONLY - NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 WET SYSTEM CALCAULATED TO PROVIDE .15 / 1500 SF - ORDINARY HAZARD 9 PREACTION SYSTEM CALCULATED TO PROVIDE .20 / 1950 - ORDINARY HAZARD GP II PREACTION SYSTEM TO BE DOUBLE INTERLOCK 10 1" - 2" THREADED PIPING TO BE 'DYNA-THREAD' 11 11/4"-4" GROOVED PIPING TO BE 'DYNA-FLOW' DRAWING INDEX FP -1 FP -2 FP -3 FP -4 FP -5 SITE PLAN / DETAILS / NOTES WET SYSTEM / VALVE DETAILS / BLDG SECTION PREACTION SYSTEM ROOF WET SYSTEM ROOF PREACTION SYSTEM w {— a o g 1 li 1 pLor DATE; PLDATE w 1- 0 w I-- 0 4441\ w 1-- 0 O J LL Z H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION DRAWN BY: G.B. CHECKED BY: R.F. DATE: 11/21/00 PROJECT: McK. PROJECT NUMBER: 4010 TITLE: SITE PLAN DETAILS NOT ISSUED FOR CONSTRUCTION c;SHEET: FP -1 J 0 0 0 0 24'-6" 24'-6" 24'-6" 24'-6" I ORDINARY HAZARD REMOTE AREA - WET SYSTEM (10'-0° .15 / 1500 S.F. (10'-0') A 9 � 4,, te. � .I 1: 3-10 -- 10'1-0' /114 2-2 12'-0' I (1a' -o' 1: ( 9'-0" WET SYS AUX DRAIN u' __.3_4 ,.,.3.'714 j3 8=4-- •- (12/-10" ) =4_- TYPICAL TYPICAL (12'-0") PIPING AT 12'-107 THIS AR A EXCEPT }AS NOTED WET SYSTEM PIPING PLAN SCALE: 1/8" = 1-0" 0 4' 8' 1 16' EXISTING ROOF WET SYSTEM TO REMAIN AS WET SYSTEM COL 1-5 SEE FP -4 AND FP -5 FOR COMPLETE EXISTING ROOF PROTECTION PREACTION SYS KEY PLAN EXISTING 16" PURLINS EXISTING 17/32" UPRIGHT SPRINKLERS IIS NEW GANG DRAIN EXISTING ROOF BRANCHLINES & SPRINKLERS 11/2" BRANCHLIt EXISTING GLU-LAM BEAM PENdENT SPRINKLER ON RETURN BEND EXISTING 8" CROSSMAIN ANGLE IRON BRACKET AT COLUMNS 4" CROSSMAIN 6) NEW PREACTION PIPING NEW CEILING 0 0 5'-11" RAITED FLOOR NEW GANG DRAIN BUILDING SECTION 'B' SCALE: 1/8" = 1'-0" 4" TO CONNECT TO ROOF PREACTION 4" TOWARDS - TO PREACTION - PENDENT SPRINKLERS 2'-0" 0 v 2° MAIN DRAIN INSPECTORS TEST 4" STAR MODEL 'A' DOUBLE INTERLOCKED WATER CONTROL VALVE 4" TO 4x 2/x 21/2 FIRE DEPARTMENT OONNECTION FLEX COUPLING 8x 4 FLANGED REDUCER 4" VANE TYPE WATERFLOW SWITCH 11111 0 4' 8' 4" N.R.S. GATE VALVE & WALL POST INDICATOR (2) W/ TAMPER SW AIR COMPRESSOR 8" U/G SUPPLY BY OTHERS SECTIO\ 'A' ISP DETAIL 3/8" = 1'-0" 16' PRESSURE SWITCH CONNECTION TO FACP BY ALARM CONTRACTOR SOLENOID VALVE 24 V DC CONNECTION TO FIRE ALARM CONTROL PANEL BY ALARM CONTRACTOR LOW PRESSURE ALARM SW / y TO AUTOMATIC AIR MAINTENANCE DEVICE it MANUAL EMERGENCY STATION TO DRAIN SEE MANUFACTURERS LITERATURE FOR COMPLETE TRIM AND SETUP MAIN DRAIN PRIMING LOOP PRE -ACTION SYSTEM IS A DOUBLE INTERLOCKED, SUPERVISED, ELECTRICALLY OPERATED SYSTEM THE PREACTION VALVE OPENING WILL REQUIRE BOTH OF THE FOLLOWING BEFORE WATER ENTERS THE SYSTEM PIPING: A) ACTIVATION OF THE ELECTRIC SOLENOID BY MEANS OF THE ALARMLINE INTERFACE RELEASING PANEL ACTUATION DEVICES TO BE PROVIDED BY OTHERS B) ACTIVATION OF THE PNEUMATIC ACTUATOR BE MEANS OF AN OPEN SPRINKLER RELEASING THE SYSTEM AIR PRESSURE EMERGENCY RELEASE TO OPEN THE PRE -ACTION VALVE MANUALLY IS PROVIDED PRE -ACTION VALVE DETAIL NO SCALE SPRINKLERS 2/71' 0 Rey`. t Y � is ler j Co 11i 3S` 3 % i • • to le\ no to be cot -,e ,a They at dJe �e i Jam, s ,e h�t1 ,3,t,�s �'js,„e ta'2s ' • w"ether etsec3� t 2i 5 ani a'i_- ylte tr o r �`os so �.\ cam'"`•, •�:'ctor5 r n W;I ' to G�, that ,¢1DL� �S �a.tr�b 46"‘ 6 i tc` ,�V; s2cos`tt Y,f be ^ tQ hay>:+,f �:155 AOR thf _ sb co Q- SYM DESCRIPTION TEMP QTY QTY ® STAR MOD 'SGQR' QUICK RESPONSE CHROME RECESSED PENDENT 1/2" 155' 127 97 O EXISTING BRASS UPRIGHT 17/32" 155' 116 266 224 382 PROJECT TOTAL: 243 363 606 W Q 2 3 1 2 1 S pun DATE PLDATE 1- 0 1.-- 0 1- 0 i O J LL .41 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION DRAWN BY: G • B • CHECKED BY: R . F DATE: 11/21/00 PROJECT: McK. PROJECT NUMBER: 4010 TITLE: WET SYSTEM SECTION DETAILS NOT ISSUED FOR CONSTRUCTION EET: FP -2 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 24'-6" 318'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 1 ORDINARY HAZARD GP 1 REMOTE AREA - PREACIION SYS1EM .20 / 1950 S.F. NN ,B, FP -2 11•110 o1 '- ...0 0 - 11 E; .„.7....7....„..s•-.....prms..-_„7„......=.....„4„,..„,_,.......:, ,-. ..,- .,«. .. II llk 01 _...__ : At 1, 0 O' 0 ..- z may �.w...<., .-,� - : Nawu•• % CONNECT NEW 4" P EXISTING 8" CROSSA EXISTING 4"x212"x212" F DEPARTMENT CONNECTION TO REMAIN PREACTION SYSTEM WET SYSTEM ca - f_ -r --f _,6 71,E �, '�fu'. "•§NB 4.. .w„ _-_-,===_-,..„---117.,.- _ - _ -�.• R .-w+++�-----..i.y.�u-... -c-.n ��^.H-.u.. .T-.'m.+e+ __.- .s- arae .o+.m..�. f .._.,y ...s.'.,�,.r.+'wau.v A�_ _,a~` p'w:.•w • uaF'0....a uc.,.� ra.una-meq, N 1 a- 0 EXISTING UPRIGHTS THIS AREA �:'='Fi�."'zrn%a'-Baa'•. 0 CV I I V - i 44'0sxA�» N 0 N I +4- —4007 0 —ef + CO �.r l3" WET MAIN WET MAIN Y EXISTING ROOF WET SYSTEM TO BE CONVERTED TO PREACTION COL 5-14 BRANCHLINES TO BE TIED TOGETHER AT ENDS FOR DRAINS - SEE FP -4 & FP -5 SUPPORT 3" WET BULK MAIN W/ ANGLE IRON WALL BRACKETS OFF CONCRETE WALL 1 PHASE II FUTURE CEILINGS EXISTING UPRIGHT PROTEC11ON PREACTION SYSTEM PIPING PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' C\7 SUPPORT 3" WET BU MAN W/ ANGLE i ON WALL BRACKETS OFF CONCRETE WALL SEE FP -4 AND FP -5 FOR COMPLETE EXISTING ROOF PROTECTION WET SYS KEY PLAN fkf S``" )� t ct YQ ,s �e3te e ���tQ • `�o�'"hQ,ot Pe<5 �ti ma`s d V-.C6t{l e �o5o�� 4"`S\�o����Cl �6 t, �+h`�. rem'` �•asPsPp t to Fo�� rep that ha Vane,�s c's r�an`� p �+ th t 1s Se op ^ ,.��s� eCe�y stl" beEn EY � oto G` G_i has \o's <• - w E- n w 1— Q 0 w 1— 1 w 1- 0 1 1 J LL z H.V.A.C.. PIPING. PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION DRAWN BY: G.B. CHECKED BY: R.F. DATE: II/21/00 NOT ISSUED FOR CONSTRUCTION PROJECT: McK. PROJECT NUMBER: 4010 TITLE: PREACTION SYSTEM SHEET: FP -3 J 5 1 g ;11).7 o gel 1 4,1 csitrL grt . 1 1=0M. 0•111•111E I 411..4 1 k- .11+ w I .11111, .M•1110111, FAL .t k4 O N 7 ti)E • J•111111111111211_ . I NII e4I 0)f 1c4 1 41Itf1 k4 CONNECT o NEW 3" TO EXIST 8" gtt M N 3' TO PENDENT g(11).7 O THIS AREA \ e JQ01. c417 Z c M gC1),7 AT/ EXISTING ROOF PIPING THIS AREA TO REMAIN — -RECONNECT TO WET SYSTEM AS INDICATED ROOF WET PIPE SYSTEM SCALE: 1/8" = 1'-0" 0 4' 8' 16' OD D PREACTION SYS KEY PLAN 1,t- 1 LV �i1\S�•' •al'•'E GCk• t • ii to be4 o\A `` e sy, � 5d°Ge�2osera�r\�"'{tu. y;..na h i4,o • i.. o too 4 s ' \� i hx,��c pat Ort` oAs��µ»�t`0fi T .Y'I SF:V. ci i Gp r•,19A t �tV1 StPa�irg��,,ty it`s Mrd 2 L.1 1- W 1- 0 J a_ w 1— Q w 1•— Q 0 w 1— Q 0 1 0 J LL H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION DRAWN BY: G.B. CHECKED BY: R . F DATE: 11/21/00 PROJECT: McK. PROJECT NUMBER: 4010 TITLE: WET SYSTEM NOT ISSUED FOR CONSTRUCTION EET: FP -4 J NEW 114" GANG 144JN NEW 114" GANG 'DRAIN ab 1 `J'" (11n 143 EDT 3" 1 O IST 8" I NEW 8" CAP * o ors _Vo I .14 -att L. n f N j�� �N_ j)0 g T. N l 1 __+_ N , N . __+. N 1 i � ( AZ I rits_ 4-01 491-- i)f N 4 F4(11):7 4071 Act .4o c (ifs mo=o ot 0- 04* 43c2 k:)17 -"I -___:_.__-- ____ --..—_l- CS N 1 —fict co 1:4 -- -rs• .4-(11)7 s) 'se LI k} kF > k} k} � O .M1IMM =WW1 crr 413 �0 N o- o 0 O N N ;Cif° N 4 N 4 N 1 N N N 41)4 ♦ t t ao tVO ; 4::)+3 I a}D c,a0 00 1 a�0 N ? I 1 NEW 114" GANG DRAIN 03 �O N71 = _ _=—_ - =_ _ = = ria". __ — • EXISTING ROOF WET SYSTEM TO BE CONVERTED TO PREACTION COL 5-14 BRANCHLINES TO BE TIED TOGETHER AT ENDS FOR DRAINS AS NOTED NOTE: EXISTING ROOF SYSTEM ORIGINALLY CALCULATED FOR DENSITY OF .39 OVER 5600 S.F. ROOF PREAGTI ON PIPING SCALE: 1/8" = 1'-0" IIIA I 0 4' 8' 16' OD O O fri O r's. Cif ino ammo I -:1:1 1 ti i iOct c411 PEAK 2 0 x N1I- •110 NEW -114" GANG DRAIN WET m KEY PLAN CONN EC EXIST1NC • '„essoelt:,A � Al k �L,`D exp'ott�2t '� `G��,atye�ate `000t'" y�ocpwti��h�^ � tia ast aoL n {ae s� ern tr,2 Qoss�ble that raga; 4\L�m o;�d�t � .``•'eyh zsp i 5 � c��;ted v3'VI 0 d IP 'Sea 00,3zA\y 1 �c, st'o` er , ., e tO p (P` NOT ISSUED FOR CONSTRUCTION 1— Q w 1— Q 0 J 3 w 1— Q 0 w 1— Q 0 w 1— Q 0 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 14.1 DRAWN BY: G.B. CHECKED BY: R .F . DATE: 11/21/00 PROJECT: McK. PROJECT NUMBER: 4010 TITLE: PREACT I ON SYSTEM SHEET: FP -5 J ( ( ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. TOLOO 1010 SWMEL TOLCO /1000 FAST CLAMP air OR 1/2'u0 BOLT A -A SECTION TOSCO 4010 1 DINED. 40 AVE UP TO 7-0' LO49. 111 304ED. 40 PIPE AT 7-0- TO 0'-01.040 TOLCO /1100 FOUR WAY CONNECTION TYPICAL LATERAL/LONGITUDINAL + 4 -WAY EARTHQUAKE BRACE a/V CR 1/rtAD BOLT TOSCO 1010 IGLOO #1000 FAST CLAMP J 1' SOlIED. 40 PIPE UP TO 7-0' LONG. 1'. SOLED. 40 PPE AT 7-0' TO C -cum TYPICAL 2 -WAY LATERAL BRACE 4 -WAY EARTHQUAKE BRACE @ TOP OF RISER MATERIAL 1 TELCO FIG. 1000 FAST CLAMPS TELCO FIG. 911 SNIVEL EO. FITTING TOL= FIG. 1100 4 WAY CONNECTIONS 1' SCHEIUL. 40 PIPE UP TO 7' -0' LING 11/4' SCHE.'T,LE 40 PIPE UP TO 9'-0' LONG ALL SWAY BRACING SHALL BE IN ACCORDANCE WITH N.F.P.A. #13 - 1991 PARA. 4-5.4.3.5 EQ BRACING DETAILS NO SCALE 1ARGINAL \NAN SC 3x3x4 ANGLE IRON 1/2" KWIK BOLT (2) 2x11 FLAT IRON OLE 4,.-3/8" NUT & WASHER 3/8 x 0-6 A.T.R. ADJ. PIPE RING PIPE HANGER DETAIL - "B" 1 ( WOOD JOIST OR BEAM 'SAMMY SUPER SCREW' SAVV A.T. ROD -. RING HANGER Y SUP SCEW TYPICAL H AN GESS EXISTING 16" PURLINS 21h" PRIMARY MAIN I-II- - I EXISTING ROOF BRANCHLINES & SPRINKLERS FUR EST SA v SIIVI4M (S'Ai MY SUPE SCEW EXISTING GLU-LAM BEAM VA" GRIDLINE MOVE EXISTING UPRIGHT! FOR COVERAGE © NEW FULLI HEIGHT WALL NG 8" CROSSMAIN EXISTING 17/32" UPRIGHT SPRINKLERS NEW FULL HEIGHT WALL VA" SECONDARY MAIN WATER FLOW TEST: 135 PSI STATIC 23 PSI STATIC FLOWING 4200 GPM SITE PLAN CATPWAV EXISTI\ FOR INFORMATION ONLY SCALE: 1"= 30' I I 1 1 1 0 15' 30' 60' ORT-, G 34,800 S.F. 3� LL 3UILDI\C \C 7 BALANING 05 EXISTING 8" UG SUPPLY EXIST. FIRE DEPT CONNECTION )ALARM BELL 1" SCH 40 DROPS TO REC. PEND © NEW CEILING (TYP.) SORTER ROOM 15 1 SECTIO\ VIEW A- A 1/8" = 1'-0" GENERAL NOTES NO A.S. IN NON COMBUSTIBLE UNDERFLOOR SPACE 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS TO BE ALIGNED AND WITHIN 3"± OF CENT:R POINT OR QUARTER POINT OF CEILING TILE 8 WET SYSTEM FOR CEILING SPRINKLERS CALCAULATED TO PRCVIDE .19 / 1500 SF - ORDINARY HAZARD 9 EXISTING WET SYSTEM FOR ROOF SPRINKLERS ORIGINALLY CALCAULATED TO PROVIDE .39 / 5600 SE 10 NO FIRE SUPPRESSION FOR NON-COMBUSTIBLE AREA BELOW RAISED FLOORING IN SORTER ROOM 15 DRAWING INDEX FP -1 FP -2 FP -3 SITE PLAN / DETAILS / NOTES CEILING SPRINKLER PLAN ROOF SPRINKLER PLAN CCEPTED Without Comments 0 As Noted In Red P:Ji The Attar', -.ed Letter by The Fire cit rte-.Tt city ef-rors and cf 2Gop ed - Ire S The re �'ons.c.. :1 far the a Pse . , : 1 - - 1L'•ircii 1 ith :il c =ulcher. the C jr _r:res after vo,da'' . L..1c a .d w;ti require a rolised Orav4iilgs tor S.:bsequent approval. ect:�•7 L y 5-��''P•:!�('1 f>yldiE'i and ii!sr • ,e Tukwila .r. a_ Fi+e P rr;Y 'Itir%fi Bureau. rhe j Date: l%SC By: S /c riSKV:i LA FIRE DEPAit i iVIC.;:I Please call: 575-440Z and give this job No. 3-- S - Z.C' -2? and exact addre' s for shut- 'a't'' li or titan as:_,roval. NOT ISSUED FOR CO\ STRU CTI O\ LLI 1 MOT DATE; PLDATE 1 H w w 0 Q C Q i 0 0 0 1 1 i S HI V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3R0 .AVE SOUTH SEAT T LE,W.A. 98134 (206) / O4 -3311 1419 N.E. L OM' ARD PLACE PORTLAND,OR. 97211 (503) 285-6383 DRAWN BY: J.MCCLELLAN CHECKED BY: R.F. DATE: 11/18/03 PROJECT: McK. PROJECT NUMBER: 4198 TITLE: SITE PLAN DETAILS SHEET: FP -1 J 24'-&" --------------- 'tel! 24'-/" 24'-/ II 24'-/ II REMOTE AREA 2 .19/1500 SQ.FT 24'-&" 24' A FP -1 24'-&11 24'-&" 24'-/ II 1 24'-&" T- -4 o ,64012' +11'8 +11'8 FCL 9- / /f 11 / / / / F:CLG. t T-0 r r / / F.CLG.0+ // / / // / / / / /:" / / / / // / / F.CLG.@+ 9'-0" F.CLC.fl+ 9'--0" / / , / / REMOTE AREA 1 .19/1500 SQ.FT / .CLG.ey-I- 9`-0" / 8 LG.@+ 9'-O F,CLG_i1+ 9 0" —cEt r 1 n-iiz �_ %. QTY �r r rn Q - Available Pressure of 130.7 psi Exceeds Required Pressure of 61.4 psi This is a safety margin of 69.4 psi or 53 % of Supply Advanced Summary Max Density Available 0.277 GPM at Max Available Density 1050 -_, _ __-I' li i 1_ 1 1 F.CLG.C+ 9' ri,Sj 1tO h G.4+9'4 // / / / �" // / /' // / // F.CLG.@+; LIA+ 9'-0"" OPEN TO ABOVE + 1'8 o F:CLG.®+ 9'-0° F.CLG:©+ 9'-O "1:2-512 8- 7+2 J SPRINKLERS SYM DESCRIPTION TEMP QTY 0 TYCO MOD. TY -8 CHROME RECESSED PENDENT, 1/2" 155' 287 TOTAL THIS SHEET : 287 CEILING PLAN SCALE: 1 /8" = 1'-0" GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS TO BE ALIGNED AND WITHIN 3"± OF CENTER POINT OR QUARTER POINT OF CEILING TILE 8 WET SYSTEM FOR CEILING SPRINKLERS CALCAULATED TO PROVIDE .19 / 1500 SF - ORDINARY HAZARD 9 EXISTING WET SYSTEM FOR ROOF SPRINKLERS ORIGINALLY CALCAULATED TO PROVIDE .39 / 5600 SF 10 NO FIRE SUPPRESSION FOR NON-COMBUSTIBLE AREA BELOW RAISED FLOORING IN SORTER ROOM 15 1 /8" = 1'-0" Rerrote Area 2 Flowing Heads 16 Stcrt Head PSI 16.0 Start Head GPM 18.2 SQFT per Head 120 Wet / Dry WET Hazard ORDINARY 1 Code Construction Density 0.190 Area 1500 Len/Wid Ratio 1.20 Max Velocity 22.0 Elev-Hd to Riser (")-160,OC PSI -Hd to Riser -5.773 Source Name or Location Source PSI Avail at Source 131 PSI Req'd at Source 61.4 Safety PSI 69.4 GPM Req'd at Source 720 Duration of Source 0.000 Req'd Source Volume 0.000 Inside Hose 0.000 Outside Hose 250 Pressure Summary Available Pressure of 130.7 psi Exceeds Required Pressure of 61.4 psi This is a safety margin of 69.4 psi or 53 % of Supply Advanced Summary Max Density Available 0.277 GPM at Max Available Density 1050 PSI loss - TOR to Source 11.2 Rack Demand 0.000 Remote Area 1 Flowing Heads 18 Start Head PSI 17.2 Start Head GPM 21.3 SQFT per Head 130 Wet / Dry WET Hazard ORDINARY I Code Construction Density 0.190 Area 1500 Len/Wid Ratio 1.20 Max Velocity 27.8 Elev-Hd to Riser (") -160.00 PSI -Hd to Riser -5.773 Source Name or Location Source PSI Avail at Source 130 PSI Req'd at Source 104 Safety PSI 25.2 GPM Req'd at Source 818 Duration of Source 0.000 Req'd Source Volume 0.000 Inside Hose 0.000 Outside Hose 250 Pressure Summary Available Pressure of 129.6 psi Exceeds Required Pressure of 104.4 psi This is a safety margin of 25.2 psi or 19 % of Supply Advanced Summary Max Density Available 0.212 GPM at Max Available Density 912 PSI loss - TOR to Source 11.3 Rack Demand 0.000 1 3 6 10 20 2 4 8 15 0 0 \OT ISSUED E0CO \ STU CTI O\ LU PLOT (GATE: PLDATE I 1- LLJ 1- Li 0 Q Q Q 0 0 0 i 1 1 1 GATEWAY NORTH, 0 c� z H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOUTH SEATTLE, WA. 98134 (206) 762-3311 1.419 N.E. LOMBARD PLACE POR T LAND,OR. 97211 (503) 285-6383 DRAWN BY: J.MCCLELLAN CHECKED BY: R.F. DATE: 11 /18 /03 PROJECT: McK. PROJECT NUMBER: 4198 TITLE: PIPING PLAN © NEW CEILINGS SHEET: FP 2 24'-/" J r-NFE A i.l�l�§f LiT L, aOE I Iwtiiti O2 6JI 0 — — — — --------- I �----'i=d--___ ,---- 1 OPEN OFFICE AREA JI I I_ =`o I t„+ I txd. .N WOMEN'S Si N1 { N N) 01 sv 'TOR ' R 24' .Sv 1 y 24' 241_/ 11 CV 4,1 vy N 1 N QULiK STORAGE I 041 l -------;r cV 24' N 24'-(p" 24'_/ II 0 ,MY -_--__-H 0 0 I CV 0 0 i N 4,1 NI C s4 I ( 0 0 I I I �I I (I I i IMMECH ANICAL AK ORAL �N12 �0 NI I1 - ri E J f~=^ 41 N1 11 s0 UPS ROOM 1 1-23 1 CD ETIECT1CAL 24 0 fi NI 0 N SUPPLY --1-7—a — ri HAL LWY MEETING ROOM 16 0 STORAGE I19! CN 0 TELECO :d MI N Ic I BREAK ROOM 0 � ICJI C1 21 CN I SPRINKLERS CV I CV I if 0 .N I 0 r"a CV I• -- fi ,0 NI 0 L'4-4 CN 0 CV I 0 CN 0 N 0 I_ - N 0 4 ALANCI:+G T� N 44 0 I _ 8' 0" 0 0 0 1 O -4— CO O 1 4Z- T 1 <i� --,I yl LV1 cel 1 I ,� I CV1 NI SCR -i ERI ROOM CN 1 0 CV 1 0 0 1 CV I CN I 0 CV CV I 1 N NI n (-4 0 0 0 0 c-1 0 0 I LJ I CV 0 0 I i . TI . --------I----------- — — —� — — — fi 0 CV I 0 0 0 0 0 cl 0 C`J r .,ITA I �Mt r ROOM I ! 06 1 1 0 1 J 24'-&H 24' z ( 0 0 0 0 0 0 \N N 7 7— CV CV 1 <41 CV I CO CO CO CV 1 0 CV 1 0 CASH ROOkiI I 14 0 0 CN I 0 CV IN I MAIL ROOM 1 1 SYM DESCRIPTION TEMP QTY 0 CENTRAL MOD. A BRASS UPRIGHT, 17/32" (EXISTING) 155' N/A OSt. TYCO MOD. TY—B BRASS UPRIGHT, 17/32" (RELOCATED) 155' 15 ON- TYCO MOD. TY—B BRASS UPRIGHT, 17/32" (ADDED) 155' 14 TOTAL THIS SHEET : 29 ROOF PLAN GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALI11ES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS TO BE ALIGNED AND WITHIN 3"± OF CENTER POINT OR QUARTER POINT OF CEILING TILE 8 WET SYSTEM FOR CEILING SPRINKLERS CALCAULATED TO PROVIDE .19 / 1500 SF — ORDINARY HAZARD 9 EXISTING WET SYSTEM FOR ROOF SPRINKLERS ORIGINALLY CALCAULATED TO PROVIDE .39 / 5600 SF 10 NO FIRE SUPPRESSION FOR NON—COMBUSTIBLE AREA BELOW RAISED FLOORING IN SORTER ROOM 15 0 PAPER STORAGE CV 0 STORAGE CE 0 cECPITY EXCHANGE 11 CV 20 8 \OT ISSUED FOR CO\STRUCTIO 1— PLOT DATE; PLDATE I L.L1 0 Li 0 L.7444\ 0 (1) CiD CD CO GATEWAY NORTH, CD CN CO H.V.A.C., PIPING, PLUMBING I ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-63,83 DRAWN BY: J.MCCLELLAN CHECKED BY: R.F. DATE: 11/18/03 McK. PROJECT NUMBER: 4198 TITLE: PIPING PLAN @ ROOF FP -3 WIRE CODE L. ECH FIRE ALARM SYSTE 1'40i -10E cior,pd,-rukvviia Fi7E- Pre-test be presented to k-: rCrxprior to cf AcceotanCe T. (7 Fire Systems. resuft Fee and - - testfrig Pf" 40."14 ,ALII Wir;-.ow; Comments N -,e6 in Red The Attached Letter ha' ,„ by The Tukwqa Fire --rin.77"4".E v`-`th current City to C-.--rrOrS and . orize kilolations of adopted ;-jars and ordinar-- for the iucyof dean r,jota1;1,,, with the designer. iJe,Pijor.s . tO thse drawinas after datcw vo tr”s itc,:epta-rice and w91 require a r'f re,4seci ff_r subsequent approv..-ii. Final i2ccepti: is Eubject to fie!a test and inspection by The TLII,<Wija Fire Prevention Bureau. Dat: ' By: _5f 1 E 4 - . • IL, - L. LL _,•-17- - • -" - '-•••" 11621 EAST MARGINAL WAY SOUTH, TUKWILA, WA 98168 FACP PANELS & ANNUNCIATORS OTHER SYMBOLS SYMBOL DESCRIPTION MODEL BACK BOX DIMENSIONS SYMEKX. DESCRIPTION [61-c61 EST QUICKSTART FIRE ALARM CONTROL PANEL QS1 14.251 X 18"H X 2.680 L1101E1201 5 MULT1-VOLTAGE CONTROL RELAY I QSA 1 QUICKSTART LCD REMOTE ANNUNCIATOR QSA-1-S 14.251 X 7.611 X 2.9D 4 POLE/DOUBLE THROW RELAY 110641 EST 1064 FIRE ALARM CONTROL PANEL 10640 14.251 X 21.5011 X 3.85.0 EOL OF UNE RELAY 1105001 EST 10500 FIRE ALARM CONTROL PANEL 10500G 15.751 X 2811 X 3.85D REMOTE LED RI Cr' 10 PANEL LCD REMOTE ANNUNCIATOR SQ, 2.125" DEEP BY EC SERVICE DISCONNECT LEST31 EST -3 FIRE ALARM CONTROL PANEL EST -3 3-CNEEB c1:11_,Z 2x3r 252(13)(.86.3.14.9 3-CNELEB 3-0131413‘2.4,1k x 37 -SH X 3.86-0 (24,171. X 49.7511 X 186"D JR -ELI SUPPRESSION RELEASE EOL RELAY 1 ANN I EST REMOTE ANNUNCIATOR 3-LCDANN SEMIFLUSH - RLCM/B - 4ANN/B - 6ANN/B SURFACE - - 6ANN/E4-Si EI FIRE FIGHTER'S TELEPHONE JACK L ANN IMICI EST REMOTE ANNUNCIATOR W/ REMOTE MICROPHONE 3-LCDANN 3-REIIICA (REMOTE MICROPHONE) SEMIFLUSH - RLC1A/B - 4ANN/B - &ANN B SURFACE - R4121384 1 - 6ANW13 -S DOOR HOLDERS INITIATING DEVICES WATERFLOW SWITCH 0 TAMPER SWITCH SYMBOL QTY DESCRIPTION MODEL BACK BOX DIMENSIONS POST INDICATOR VALVE I=1 9 MANUAL PULL STATION - ADDRESSABLE SIGA-278 SINGLE -GANG, BY E.C. HIGH/LOW AIR ®sa OR (3. 01351T 0 13577 10 SMOKE DETECTOR - ADDRESSABLE SMOKE DETECTOR W/ SOUNDER BASE - ADDRESSABLE SMOKE DETECTOR W/ RELAY BASE- ADDRESSABLE 4D MULTISENSOR SMOKE DETECTOR - ADDRESSABLE SIGA-PS W/SIGA-SB (STANDARD BASE) SIGA-PS W/SIGA-AB4G (SOUNDER BASE) SIGA-PS W/SIGA-RB (RELAY BASE) SIGA-IPHS W/SIGA-SB (STANDARD BASE) SMOKE DETECTOR - CONVENTIONAL BY OTHERS 3 DUCT SMOKE DETECTOR - ADDRESSABLE 4 DUCT SMOKE DETECTOR - ADDRESSABLE HEAT DETECTOR FT/ROR - ADDRESSABLE SIGA-SD SIGA-DH SIGA-HRS W/SIGA-SB (STANDARD BASE) 4-0, BY E.C. 4" SQ. 2.125" DEEP BY EC 4-0, BY E.C. 4-0, BY E.C. BY OTHERS SELF-CONTAINED SELF-CONTAJNED 4-0, BY E.C. PRESSURE SWITCH LOW PRESSURE SWITCH SOLENOID VALVE FIRE PUMP HEAT TRACE KITCHEN HOOD SMOKE/FIRE DAMPERS MOTORIZED DAMPERS MR -101/C MR -201/C RIBU2C PAM -1 SIGA-LED RELA-SRV RELA-EOL 6833-1 1508-AQN5 BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS HY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BACK BOX DIMENSIONS SELF-CONTAINED (TRACK MOUNTING HARDWARE) SELF-CONTA1NED SELF-CONTA1NED 4-S, r DEEP, BY E.C. 4.• SO, 2.125" DEEP BY E.C. W/ COVER 4" SQ, 2.125 DEEP BY E.C. W/ COVER FLUSH OR SURFACE MOUNT SURFACE MOUNTED BY OTHERS BY OTHERS HY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS DESCRIPTION OF WORK: HEAT DETECTOR - CONVENTIONAL BY OTHERS HY OTHERS 1 MKS 1 MANUAL KEY SWITCH 13577 HEAT DETECTOR - CONVENTIONAL (ELEVATOR MOTOR) 2839 -PL 4-0, BY E.C. rnmERI TIMER BY OTHERS ALTRONIX 6062 BY OTHERS AC-RP20 SINGLE GANG 2 136E7 HEAT DETECTOR - CONVENTIONAL (ELEVATOR SHUNT TRIP) CF135-2 4-0, BY E.C. 1 FATC 1 FIRE ALARM TERMINAL CABINET BY OTHERS BY OTHERS REFLECTIVE BEAM SMOKE DETECTOR (BEAM DETECTOR & REFLECTOR) EC -50R (RANGE 15 - 160E7) EC -1008 (RANGE 160 - 330FT) WALL MOUNT ELECTRICAL JUNCTION BOX BY OTHERS BY OTHERS INPUT - OUTPUT MODULES VESDA PANELS SYMBOL QTY DESCRIPTION mom • BACK BOX/ DIMENSIONS SYMBOL QTY DESCRIPTION MODEL # BACK BOX / DIMENSIONS SYNCHRONIZATION OUTPUT MODULE IMlcl INPUT-OUTPUT MODULE SIGA-CCTS SIGA-MCCTS SIGA-10 SIGA-M10 IVIO-GANG, 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) (UI0 MOUNT) TWO -GANG, 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) (U10 MOUNT) vic I VESDA LASER COMPACT PANEL VLC-500 VLC-505 (VESDANET) (RELAYS ONLY) 8.8751 X 8.87511 X 3.375"D LJ VESDA LASER PWS PANEL VLP-000 VLP-002 (W/0 DISPLAY) (W/ DISPLAY) 13.81. x 8.911 X 4.131) F REL 1 RELEASING MODULE SIGA-REL MFC -A, 8" X 14" X 3.5" VESDA DISPLAY MODULE VRT-XXXX 5.51. X 5.911 X 3.4"D 1U1021 1 U1061 UNIVERSAL INPUT/OUTPUT MODULE MOTHERBOARD rAcTi CI 105 kcA 3 SIGNAL MODULE ISOLATOR MODULE SINGLE -INPUT MODULE DUAL -INPUT MODULE SIGA-U102R SIGA-UIO6R SIGA-MAB SIGA-IM SIGA-CTI SIGA-MCTI MFC -A, X 14" X 3.5" (U10 MOUNT) 1VSM4I VESDA SYSTEM MANAGER TWO -GANG BY E.C. S1NGLE-GANG, 2.5" DEEP BY E.C. W/ COVER 1 HU I HIGH LEVEL INTERFACE Convergint Technologies has prepared this "parts and smarts" proposal to design, furnish, coordinate and commission a fire alarm detection and notification system and support at Tl at PSF Mechanical World Headquarters, 11621 E Marginal Way S, Tukwila, WA. The building currently has an EST -2 system. The manufacturer (EST) officially stopped factory support of the EST -2 as of March 2012. Additionally, the software program needed to make alterations to this particular system is not available for our use. The intent is to replace the existing EST -2 system and replace field devices currently in service. Simultaneously, we will support the alterations to the fire alarm configuration required by the TI on the Southern part of the building. The intent would be to combine both scopes and permit them as one. The system proposed is an i0500 analog addressable system manufactured by Edwards Systems Technology (EST) and will be installed to NFPA72-2010 requirements. SCOPE OF WORK 1) Provide design, engineering and shop drawings to reflect renovation area and replacement of fire alarm panel. 2) Obtain City of Tukwila FA permit. 3) Provide equipment listed in BOM and direction on installation.* 4) Equipment installed by Holmes. 5) Program new fire alarm panel. 6) Pre-test with installing electrician existing devices and new devices for proper functionality. 7) Coordinate and perform acceptance test with AHJ (with electrical contractor's assistance). 3 CONTROL RELAY MODULE FC1 maci SIGNAL MODULE S1GA-A4CR SIGA-CCI SIGA-MCC1 SINGLE -GANG, 2.5" DEEP BY E.C. W/ COVER (U10 MOUNT) S1NGLE-GANG, 2.5" DEEP BY E.C. W/ COVER UI0 MOU TWO -GANG. 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) (U10 MOUNT) POWER SUPPLIES SYMBOL I NAC I 1 APS QTY 2 DESCRIPTION NAC (BPS) REMOTE BOOSTER POWER SUPPLY AUXILIARY POWER SUPPLY BATTERY CABINET MOM BACK BOX DIMDISIONS BPS -6A (6.5 AMP) APS6A (6.5 AMP) BPS -10A (10 AJLIP) APS10A (10 AMP) 131 X 171-1 X 3.375"D 151 X 21311 X 5.3"D 11111111111111111111111111111111 SYMBOL NOTIFICATION DEVICES QTY DESCICPTION MOM- BoACK FOX DIMENSIOIAS Eq - iEng-wP Ea)WP 61 12 t. )2( 4 SYNC. MULT1-CANDELA SPEAKER/STROBE SYNC. WEATHERPROOF SPEAKER/STROBE SYNC. MULTI -CANDELA HORN/STROBE SYNC. WEATHERPROOF HORN/STROBE SPEAKER HORN WEATHERPROOF 10" BELL SYNC. MULTI -CANDELA STROBE SYNC. WEATHERPROOF STROBE SYNC. MULTI-CANDF_LA CEUNG SPEAKER/STROBE SYNC. MULTI -CANDELA CEUNG HORN/STROBE SYNC. MULT1-CANDELA CEILING STROBE CEILING SPEAKER G4-S7VM (WHITE) G4R-S7VM (RED) VICAWF-SWC (15.1/30.1/75cd) LATALVF-SVIAMC (1,0c6) GI -TOW (WHITE) G1R-HDVM (RED) 757 -7A -T (15/75cd) 757 -8A -T (110cd) 04-57 (WHITE) 0414-57 (RSD) GI -HD (WHET) G1R-HD (RED) 4,39D-10AR 01-514 (WHITE) 018-514 (RW) C.5405 -7A -T (15/75cd) 5 -BA -T (110ed) 4" 50. 2.125" DEEP BY EC MODEL 449 SINGLE -GANG, BY E.C. 757A -W8 4" SQ, 2.125" DEEP BY EC 1449 SINGLE -GANG, BY E.C. GC-S2A1A (WHITE) GCE -S2511 ("l1. RE") GC-HDVAI (WHITE) GCF-HDVAI ("FIRE") GC -V14 (W/0 "FIRE") GIF -V1.1 (W/ "FIRE") SYNCHRONIZED MODULE G0 -S7 (WHITE) GCF-S7 ("FIRE") G1M-PM (REMOTE MOUNT) GIM {1449 4" SQ, 2.125 D5 BY EC 4" SQ. 2.125" DEEP BY EC 4" SO, 2.125" DEEP BY EC 4" SO, 2.125" DEEP BY EC SINGLE -GANG BY E.C. SNAPS TO BACK OF GENESIS DEVICE SEQUENCE OF OPERATION System Inputs Control UnitRequired Annunciation n Fire Safety SuppeNotification Control mental Activation of Local Alarm Signal at FACP (LCD Display & Audible Indication) Activation of Local Supervisory Signal at FACP (LCD Display & Audible Indication) Activation of Local lrouble Signal at FACP (LCD Display & Audible Indication) Activate all Audible & Visible Devices Transmit Fire Alarm Signal to Central Station (Per Devce) Transmit Fire Trouble/Supervisory Signal to Centra Station Recall Elevators to Primary Recall Floor (Typically Floor 1) Recall Elevators to Alternate Recall Floor (Typically Floor 2) Activate Flashing Firernan Helmet Signal in Associated Elevator Cab Shutdown HVAC Units >2000 cfm Manua Pull Station X 1 Pair FPL(P) Red/Blk x X Horn / Strobe X 2 Pair FPL(P) Red/Blk Red/Blue THHN Smoke Detection X E 1 Pair X X 14 X F 1 P0! FPL(P) Red/Blk Smoke Detection - 1st Floor Elevator Lobby X Fan Shutdown G X X X H X Smoke Detection - Elevator Lobbies (Except Floor 1) Twisted Pair Red/Black THHN 18 14 LCD Annunciator & 24VDC Power X x Twisted FPL(P) Red/Blk X 16 Audio Riser/Fire Phone Riser X Srnoke Detection - Elevator Machine Room Twisted FPL(P) Red/Blk Twisted 16 X X 2 Pair X Twisted X X Duct Smoke Detection - Return Fans 1 Pair X Yellow THHN 14 Elevator Control X X Heat Detection X 1 Pair Twisted FPL(P) Red/Blk y J. x Network Communication x Heat Detection - Elevator Shaft P 1 Pair )( X 14 X Q )( X Sprinkler Waterflow Switch 22 Vesda Net R X X Blue/White TFN Pink TFN x Remote LED Remote LED w/ Test S 1 Pair Sprinkler Tamper Switch Red/Yellow 16 Signature Data Line T X U System Trouble FPL(P) Red/Blk Red/Black THHN 14 Suppression Solenoid V 1 Pair FPL(P) Red/Blk Black/Yellow TFN 16 Vesda Power W Alarm Causing Devices: The Fire Department is automatically dispatched only or. events which 'Transmit Alarm to the Central Monitoring Station" or "Transmit Waterflow Alarrn Signal to the Central Monitoring Station". GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, CI OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) MAIN BUILDING FIRE ALARM & SUPPRESSION SYSTEMS SHALL BE CLASS "B" IN CONFIGURATION. PRE -ACTION & DELUGE ALARM SYSTEMS SHALL BE CLASS "A" IN CONFIGURATION. CLASS "A" APPLICATIONS SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET BETWEEN FEED AND RETURN CIRCUITS. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL SHEET. 10) SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72. 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR. 12) SMOKE DETECTORS ON CEILINGS MUST BE NO MORE THAN 15' FROM A WALL AND/OR NO MORE THAN 30' FROM EACH OTHER. REDUCED SPACING MAY ALSO BE REQUIRED. SEE PLAN DRAWINGS FOR PROJECT -SPECIFIC LOCATIONS. 13) ALL FIRE ALARM DEVICES SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ETC.) IN MECHANICAL ROOMS. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH. 20) DEVICES THAT ARE UNABLE TO BE INSTALLED PERMANENTLY DURING DEVICE TRIM SHALL BE SPLICED THROUGH TO ALLOW DEVICES AND CIRCUIT DOWNSTREAM TO BE PRE -TESTED. THIS INCLUDES ALL CIRCUITS (SPEAKER CIRCUITS, STROBE CIRCUITS, ADDRESSABLE LOOP CIRCUITS, 24VDC CIRCUITS. FIREFIGHTERS TELEPHONE CIRCUITS, ETC.) 21) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. MOUNTING HEIGHTS ALL WIRING AND INSTALLATION METHODS SHALL BE IN COMPLIANCE WITH CURRENT RELEVANT NATIONAL ELECTRICAL CODE ARTICLES AND RELATED SECTION CODE REQUIREMENTS. WIRING INSTALLATION NOTES: * LABEL ALL ZONE WIRES WITH ZONE NUMBER TAG AND DESCRIPTION. * LABEL ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER TAG AND DESCRIPTION. * LABEL ALL NTWORK, ANNUNCIATOR AND I/O CONTROL CIRCUIT WIRING WITH CIRCUIT NUMBER TAG AND DESCRIPTION. * VERIFY WITH '‘NNER AND GENERAL CONTRACTOR THAT OPEN CABLE IS ALLOWED ON SPECIFIC SITE. * VERIFY WITH OWNER AND GENERAL CONTRACTOR FOR ANY SPECIFIC SITE REQUIREMENTS FOR ELECTRICAL INSTALLATION OF WIRING. Letter Qty ' Open Wiring Cable Type Conduit Wiring Cable Type Size Function A 1 Pair FPL(F) Rec.4/ak Black/Orange TFN 16 Zone B 2 Par FPL(P) Red/Blk Black/Orange TFN 16 Zone Loop C 1 Pair FPL(P) Red/Blk Red/Blue THHN 14 Horn / Strobe D 2 Pair FPL(P) Red/Blk Red/Blue THHN 14 Horn / Strobe Loop E 1 Pair FFI.(P) Red/Blk Brown/Yellow THHN 14 Door Control F 1 P0! FPL(P) Red/Blk Orange THHN 14 Fan Shutdown G H 1 Pair 1 Pair Twisted FPL(P) Red/Blk FPL(P) Red/Blk Twisted Pair Red/Black THHN 18 14 LCD Annunciator & 24VDC Power I 1 Pair Twisted FPL(P) Red/Blk Twisted/Shielded Pair 16 Audio Riser/Fire Phone Riser J 1 Pair Twisted FPL(P) Red/Blk Twisted 16 Speaker K 2 Pair Twisted FPL(P) Red/Blk Twisted 16 Speaker Loop L 1 Pair FPL(P) Red/Blk Yellow THHN 14 Elevator Control M N 1 Pair Twisted FPL(P) Red/Blk Twisted Pair 16 Network Communication 0 P 1 Pair FPL(P) Red/Blk Red/Black THHN 14 24VDC Power Q 1 Pair Twisted/Shld Belden 9841 Twisted/Shld Belden 9841 22 Vesda Net R 1 Pair 1 Pair FPL(P) Red/Blk FPL(P) Red/Blk Blue/White TFN Pink TFN 16 16 Remote LED Remote LED w/ Test S 1 Pair Twisted FPL(P) Red/Blk Red/Yellow 16 Signature Data Line T U 1 Pair FPL(P) Red/Blk Red/Black THHN 14 Suppression Solenoid V 1 Pair FPL(P) Red/Blk Black/Yellow TFN 16 Vesda Power W 1 Pair FPL(P) Red/Bik 16 Vesda Relays X 1 62.5/125 Multimode 62.5/125 Multimode Fiber Network Communication Y Z 1 Pair FPL(P) Red/Blk Purple/White THHN 14 Smoke/Fire Dampers DRAWING INDEX INCLUDED IN SHEET NO. THIS PROJECT SHEET TITLE I---- .3' (MIN) CEILING SYNCHRONIZED MORE THAN TWO VISUAL APPLIANCES IN ANY FIELD OF VIEW. FINISHED FLOOR k/2222222222%/%227/222/22%/22227222222222222722222///Z/292/22922722222222222222227J * DEVICES SHOWN DEPICT DEVICE TYPES ONLY. 80" MIN 96" MAX AUDIO/VISUAL A/C SUPPLY DIFFUSER LIGHT NOTE: DIMENSIONS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR FLUORESCENT zrz=71, i\\\,\y dri cm oramw CEILING MOUNTED SMOKE/HEAT VISUAL ONLY DETECTOR DEVICES FAC P 66" AFF MAGNETIC DOOR HOLDER 0 5' 3' NOT PERMITTED J PERMITTED HERE HERE 0 6" DOOR WIDTH LESS 3" PERMITTED HERE FIRE \ MANUAL PHONE PULL JACK STATION 48" MAX (ADA) 42"MIN/54" MAX (NEPA) 4" 12" MAX FINISHE 5. FA -0-1 FA -1-1 FA -1-2 FA -2-1 FA -3-1 FA -4-1 FA -7-1 TITLE, INDEX, LEGEND SHEET 1ST FLOOR PLANS 2ND FLOOR PLANS RISER DRAWING PANEL DETAIL DEVICE DETAIL CALCULATIONS 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. DOCUMENTATION AVAILABLE TO CONVERGINT TECHNOLOGIES DOCUMENTATION: . DRAWING SHEETS: . DRAWING DATE: . FINAL DONE REVIEW BY: PSF MECHANICAL 1621 EAST MARGINAL WAY SOUT TUKWILA, WA 98168 REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 8-27-14 DRAWNBY: CHRIS C. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: MIKE 9. JOBNUMBER: 301 -FN -D461 SCALE: NTS FD -ATE: PSF MECHANICAL 1621 EAST MARGINAL WAY SOUT TUKWILA, WA 98168 TITLE, INDEX, LEGEND SHEET FIRE ALARM SYSTEM DRAWING: c(7-zt/-3 4.6 .�j © 41 FP -2 30cd c FP -2 30cd LAYOUT FP-2- 30cd ri SIC 30cd ;;DP EN OF .. .... FP -2 110cd FP -3 • PRIVATE •f•"". FP -2 30cd EOL(15K) FP— �°, .1F1OMR kUN N1A-1 EOL(15K) LOB EoLo OK) N1A-1 FP -3 r N1A-1 N1A-1 N1A-1 N1A-1 N1A-1 N1A-1 CONFERENCE 111 OFFiCE HOME RUN [i'FROM NAC1B (NAC TRIGGER) FP -3 HOIAR RUN TO NAC1A N1A-2 75cd FP -4 N1A-2 75cd • • HOT -FL OFF CE 2CP HOMR RUN TO NAC1A HOMR RUN TO 10500 HOMR RUN TO NAC1A UP 2CPS ELEVATOR CONTROLS (WASHINGTON STATE) TYPICAL ELEVATOR MACHINE ROOM FL 0 0. TO ELEVATOR PRIMARY RECALL &•-• TO ELEVATOR ALTERNATE RECALL • TO ELEVATOR FIREMAN SIGNAL/HAT EOL 47 101 EOL 101 47K HEAT DETECTOR WITHIN 24" OF SPRINKLER HEAD • Relay used to monitor presence of elerator shunt trip control voltage. loss of voltage to the control ck•cuit for the disconnecting mews shall cause supervisory signal to be indicoted at the taco. TO ELEVATOR SHAFT HEAT DETECTOR WEL • All wiring/cable installed in elevator shaft and/or elevator holstway and machine equipment rooms shall be installed In conduit In addition, a separate conduit raceways are required to keep power limited fire alum circuits separate from elevator shunt trip voltage circuits. SHUNT -RIP ANO SMOKES (1202ARTIAMIT OF Lid — NEW ELEVATOR INSTALLATION CHECKLIST F621-057-000 • Fireman* service and smoke detectors are required for all automatic elevators whk:h travel over 6 feet (except WLA's, Special Purpose and Residentid Elevators). • Buildings without ere alarm systems shall require a supervisory panel for elevator smoke detectors. • Smoke astectors must be instciled at the top of holetways (if sprinklered), in machine rooms and lobbie& Hoistway smoke detectors must not send the elevator to the bottom landing. Smoke detectors must be calling mounted unless specified for other location& • If hoistway or machine rooms aro sprinkled, the use of shunt trips with heat detectors are required. No emoke or heat detectors are required for pit sprinklers located less than 2 feet from the pit floor, • Heat detectors must be 135 decree fixed rate, ceiling mounted within 24 inches of the sprinkler head and monitored at fire control panel. • There must be verification of the electrical inspection of the mainline disconnect/shunt trip wiring by means of an electrical inspection sticker affixed to the mainline disconnect (Led only). • Piping for eprinkier heads in the pit must not be from an exposed sprinkler line in the machine room. • Smoke detectors for Phase I Recall shall recall the elevator either to a designated landing or an altemate landing. — Phase 1 requires both a designated landing and an alternate landing. • Latching is required for Phase I Recall. — Latching means -the first smoke detector that is activated will hold the Phase I signal regardlees of whether any other smoke detectors are activated. LAS RARY op F OFFICE N1B-3 EOL(15K) 75cd N1B-3 EOLO 5K) 75cd LB 41 PM VA E CA- TRAWWCRT RETURN LOA DIN N1B-3 2S CONFERENCE 111 41 141 CI 41 GI ER EOL EOL EOL EOL HOME RUN TO 10500 C (NAC TRIGGER) EOL(15K) FLAG NOTES: REMOVE EXISTING DEVICE. [2::::=-• REPLACE EXISTING DEVICE WITH NEW. TEC • ES jiirrilli,r#1161tnt. 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JH OE L B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 8-27-14 DRAWN BY: CHRIS C. PROJECT ENGINEER: JH OE L B. PROJECT MANAGER: M IKE B. JOB NUMBER: 301 -FN -D461 PSF MECHANICAL 11621 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 1ST FLOOR FIRE ALARM SYSTEM DRAWING: FA -1 -1 7.� RETURN P PILOT POWER) F rr ► TO AC -1: FAN SHUTDOWN rPS //.4Y/.e'>:.Z:�.////.M`si,%/,f'/.i15iMIJ/<'Y.'fF'.Q%�:ik''/.9bzab3�! OPEN OFFICE "-PS RETURN P (PILOT POWER) rG:µ; ;rte;;;„c•;w;�.,»,,,,..:••,..,_....s....._...,:.:»„_,,::,.•:»..»:•,,:,,,:,,..•.:..,..,br, NIA 110cd 2 j3 p 4 4 awn N1A-4 15cd EOL(15K) 3' h�. •r , 0 N1A-4 SECUR` \.15cd "» P "" (PlrOT`PpWER) -\zs ., N1A- 4 7 z . 15cd> --. / i«;:uo.ail/l/0000.0`iii%/:IV C ',•i/,I�����0��/lll,fY/ll�/,fek', TO AC -2 FAN SHUTDOWN ('PS N1A-3 75cd OFF .r mamma/ /iaiaiiiiiiiirrrrs4 44 r 9 C S I%>'•`9'y%4.TE N1A-4 30cd N1A-3 75cd ;> T f :moi_ f ��3 ;, VU DING DN 2C l 'NIA- 3 1 . aE'T 1 f, EOL.(1.5K) 1 i%1.444442f04F.4,/r, 'Lg.44 .t/%4%.I/4*4'i%/%7/ 44:v' 3 j •� j :: .. J X•L ............... 3 4; HEAT DETECTOR WITHIN 24" OF SPRINKLER HEADJ. TO ELEVATOR MACHIN4 ROOM HEAT DETECTOR` 44 1114 N1A-3 75cd vc N1A-3 C 15cd C POWER ;AVAILABLE LIGHT ,TO ELEVATOR SHUNT TRIP BREAKER BY ELECTRICAL :::::;::,;CONTRACTOR < y PS 4 P (PILOT POWER) • n/ .C,.y ,,, �,. ..,,,..., .,.,.,'XB:..3'3,€'yn3,,..,,.,,..V,a.�. .. .1,;/,G,c :•i%k ;:, s.:a: ,.,..m. ;%�%;�GaY,GGy� r.,'//>d, : y.,. / ,. ,s. .,�,,,�.,�.;;„�,»»;t .M:,..,,,�,,..,� �.......,..,. ,.. ,. _ ...,M��•�::�" .� .wsra:;M;:,;ir". ::�_.._...�.�vs.M,:,,,_,';i�'�,,,,.,, • 2CPS 70 AC -3 FAN SHUTDOWN • / X14 CAP & SAFE -OFF ADDRESSABLE COMMUNICATION & 24 VDC PILOT POWER FOR FUTURE USE IF/WHEN AC -4 AHU IS USED PS Es • FUTURE ONY 2\9 PLOO 1/8"_1'-0" • -E- 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 8-27-14 DRAWN BY: CHRIS C. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: MIKE B. JOB NUMBER: 301 -FN -D461 SCALE: I/8" = 1'-0" DATE: PSF MECHANICAL 11621 EAST MARGINAL WAY SOUTH TU KWI LA, WA 98168 2ND FLOOR FIRE ALARM SYSTEM DRAWING: FA -1 -2 1 2ND FLOOR HORN/STROBES,* J N1A-4 EOL(15k) C 2ND FLOOR HORN/STROBES, N1 A-3 EOL(15k) C 2ND FLOOR POWER AVAILABLE LIGHT TO ELEVATOR SHUNT TRIP BREAKER BY ELECTRICAL CONTRACTOR i -P (PILOT POWER) ► TO AC—X FAN SHUTDOWN AC -1 AC -2 AC -3 2ND FLOOR 1ST FLOOR 1ST FLOOR HORN/STROBES1 3 N1 B-3 EOL(15k) C 1ST FLOOR STROBES - 1ST FLOOR STROBES -0 FP -1 EOL 15K 120VAC ® \\ NAC PANEL B 2C 1ST FLOOR HORN/STROBES Q N1A-2 EOL(15k) c 3C 1ST FLOOR HORN/STROBES N1 A-1 EOL(15k) C FP -1 rC (NAC TRIGGER) 4C 1ST FLOOR HORN/STROBES FP -4 EOL(15k) ,. 4 1ST FLOOR HORN/STROBES FP -3 EOL(15k) 1ST FLOOR HORN/STROBES ,d FP -2 EOL(15k) C 120VAC \\ NAC PANEL #1A 2C-\ FP -1 (cC (NAC TRIGGER) 3C -\ of -PS P (PILOT POWER) 10500 120VAC ' \\ ' 1RLCD1 TYPICAL ELEVATOR MACHINE ROOM L ► TO ELEVATOR PRIMARY RECALL TO ELEVATOR ALTERNATE RECALL �L • TO ELEVATOR FIREMAN SIGNAL/HAT EOL 4 101 EOL 101 47K 1/ X10 RLCD EOL _-\A, 47K EOL 47K S FA -4-1 1ST FLOOR 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC arid shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 8-27-I4 DRAWN BY: CHRIS C. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: MIKE B. JOB NUMBER: 301 -FN -D461 SCALE: NTS DATE: PSF MECHANICAL 11621 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 RISER FIRE ALARM SYSTEM DRAWING: FA -2-1 PHONE UNE 1 PHONE UNE 2 PRNMIRY PHONE CONNECTION TO FIRE DEPARTMENT (BY OTHERS) PHONE JACKS INSTALLED BY PHONE COMPANY. JACKS MUST BE INSTALLED WITHIN 5 FEET FROM PANEL L-1 SECONDARY PHONE CONNECTION TO FIRE DEPARTMENT (BY OTHERS) DATA OUT (—) DATA OUT (+) TO NOTIFICC TION DEVICE + TO NOTIFICA 770N DEVICE TO NOTIFICATION DEVICE TO NOT'FI ATION DEVICE TO REMOTE ANNUNCIATOR (IF USED) 12V BATTERY 17 AMP HOURS 12V BATTERY 17 AMP HOURS i0500 (MAIN BOARD) SCALE: NONE 0 0) c1 ) N/C V —) V +) F D c e TO FACP PANEL R—LCD (REMOTE ANNUNCIATOR) SCALE: NONE 13.00 (33.02 CM) I. TO NEXT GENESIS DEVICE OR END—OF—LINE RESISTOR TOP VIEW 13.00 (33.02 CM BOOSTER POWER SUPPLY MAIN BOARD TO NEXT GENESIS DEVICE OR END—OF—LINE RESISTOR 200mA AUX U- 7.00" (17.78 CM) 15 FRONT VIEW HOT NEU CND 120VAC, 60 HZ 15A DEDICATED BRANCH CKT. IN SENSE CKT. 1 COM OUT IN SENSE CKT. 21 COM OUT J NO BATTERY COM + — O g' NC TO NEXT GENESIS DEVICE OR END—CF—LINE RESISTOR TO NEXT GENESIS DEVICE OR END—OF—LINE RESISTOR NAC TRIGGER ROUTE AC POWER THROUGH THESE KNOCKOUTS ONLY 12V, 7AH 12V, 7AH BPS6A - (REMOTE BOOSTER POWER SUPPLY) SCALE: NONE 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the infoinration/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. ' 0Paw ' o Fin, Alum DATE APPROVED 0 ISSUED FOR PERMIT 0 Ground Fault O tlrol,a. Coma. Enabled rO )0Adi U«Eo. 0 f.:*,OL.wrtpTist 0 0) c1 ) N/C V —) V +) F D c e TO FACP PANEL R—LCD (REMOTE ANNUNCIATOR) SCALE: NONE 13.00 (33.02 CM) I. TO NEXT GENESIS DEVICE OR END—OF—LINE RESISTOR TOP VIEW 13.00 (33.02 CM BOOSTER POWER SUPPLY MAIN BOARD TO NEXT GENESIS DEVICE OR END—OF—LINE RESISTOR 200mA AUX U- 7.00" (17.78 CM) 15 FRONT VIEW HOT NEU CND 120VAC, 60 HZ 15A DEDICATED BRANCH CKT. IN SENSE CKT. 1 COM OUT IN SENSE CKT. 21 COM OUT J NO BATTERY COM + — O g' NC TO NEXT GENESIS DEVICE OR END—CF—LINE RESISTOR TO NEXT GENESIS DEVICE OR END—OF—LINE RESISTOR NAC TRIGGER ROUTE AC POWER THROUGH THESE KNOCKOUTS ONLY 12V, 7AH 12V, 7AH BPS6A - (REMOTE BOOSTER POWER SUPPLY) SCALE: NONE 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the infoinration/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 8-27-14 DRAWN BY: CHRIS C. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: MIKE B. JOB NUMBER: 30I -FN -D461 SCALE: NTS DATE: PSF MECHANICAL 11621 EAST MARGINAL WAY SOUTH T U KW I LA, WA 98168 PANEL DETAILS FIRE ALARM SYSTEM DRAWING: FROM PREVIOUS DEVICE OR NAC CIRCUIT 0 c- 0 TO NEXT DEVICE OR EOL DEVICE COVER DEVICE UNIT 1—GANG ELECTRICAL BOX (WP) WEATHER PROOF BOX REQUIRED USE EST 757A -WB + C— n FROM PREVIOUS DEVICE OR NAC CIRCUIT J, TO NEXT DEVICE OR EOL SIGA—CT1 J—BOX 2.5" DEEP SiNGLE GANG BOX DATA IN (+) DATA IN (-) FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE s (+) 8 7 INPUT MOD. SIGA-CT1 0 0 4 3 2 1 UL/ULC LISTED 47Kohm EOL DATA OUT (+) DATA OUT (-) TO NEXT DEVICE N.O. INITIATING DEVICE (—) WIRE STRIPPING STRIP 1/4° FROM THE ENDS OF ALL WIRES THAT CONNECT TO THE TERMINAL BLOCKS OF THE MODULE. 24VDC PILOT POWER + N.O. C CONTACT RATING: 2.0 AMP © 24VDC 0.5 AMP © 120VAC RED LED — (ALARM/ACTIVE) S N.C. DATA IN (+) �'— DATA IN (-) FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE 230 115 24 0 NO C NC NO C NC (11XVID 0 GREEN LED (NORMAL) 120 VAC H N G N FAN sY OTHERS) DATA OUT (+) s� DATA OUT (-) 1f TO NEXT DEVICE S SIGA—CT1 J—BOX 2.5" DEEP SINGLE GANG BOX DATA IN (+) DATA IN (-) FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE UL/ULC LISTED 47Kohm EOL 4A"/ INPUT 1 UL/ULC LISTED 47Kohm EOL 41`AQ, INPUT 2 (+) (-) (+) (-) v In 11 8 7 6 5 INPUT MOD. SIGA-CT2 0 0 4 3 2 1 DATA OUT (+) DATA OUT (—) TO NEXT DEVICE WIRD-STRIPLING STRIP 1/4" FROM THE ENDS OF ALL WIRES THAT CONNECT TO THE TERMINAL BLOCKS OF THE MODULE. G1—HDVM — (WALL HORN/STROBE) SCALE: NONE 757—xA— SCALE: NONE WEATHERPROOF WALL HORN/STROBE) SiGA—C T 1 — (SINGLE INPUT MODULE) SCALE: NONE SIGA—CR — (FAN SHUTDOWN) SCALE: NONE SIGA—CT2 — (DUAL INPUT MODULE) SCALE: NONE FROM PREVIOUS DEVICE OR NAC CIRCUIT TO NEXT DEVICE OR EOL SINGLE GANG ELECTRICAL BOX AUXILIARY EQUIPMENT SiGA-LED [1] - ALARM v- lea oR O ALARM c'-,—' L_,J i 1 14131211109 8 7 SD -TRK OR SD-TRM [1] DATA OUT DATA OUT (1-) -DATA iN (-) -DATA iN +) S POWER INDICATOR ALARM INDICATOR SIGNATURE SERIES BASES MOUNT TO 3.5" OR 4" OCTAGON BOXES. 1.5" DEEP. SIGA—S34, SIGA—RB4, AND SIGA—IB4 MOUNT TO 4" SQ. BOXES IN ADDITION TO THE ABOVE BOXES. THEY INCLUDE THE SIGA—TS4 TRIM SKIRT WHICH IS USED TO COVER THE "MOUNTING EARS" ON THE BOXES. THE SIGA—AE4G MOUNTS TO A 4" SQ. BOX ONLY. FROM FACP OR PREVIOUS DEVICE DATA IN(-) DATA IN(+) SIGA—SB/SB4 DATA OUT(-) TO NEXT DATA OUT(+) DEVICE INSTALL EST SIGA SERIES 278 MANUAL PULL STATION USING STANDARD 1-1/2" DEEP FROM FACP OR PREVIOUS DEVICE DATA CUT + DATA OU TO NEXT DEVICE G1—VM — (WALL STROBE) SCALE: NONE SIGA—SD — (DUCT SMOKE DETECTOR) SCALE: NONE SIGA—PS — (SMOKE DETECTOR) SCALE: NONE XX SIGA-278 — (MANUAL PULL STATION — DOUBLE ACTION) SCALE: NONE ELEVATOR SHUNT POWER AVAILABLE (RELAY SHOWN ENERGIZED) DATA IN (+) DATA IN (-) FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE IVEF 8 7 6 5 INPUT MOD. SIGA-CT2 0 0 4 3 2 1 DATA OUT (+) DATA OUT (-) TO NEXT DEVICE ®® 2301 5 24 NO C NC EOL 47k apcbaD1 2301 5 24 0 O .s N� C NC rip ELEVATOR SHUNT ACTIVATION (RELAY SHOWN DE—ENERGIZED) EOL 47k POWER O AVAILABLE LIGHT NEUTRAL HOT TO ELEVATOR SHUNT TIRP BREAKER BY ELECTRICAL CONTRACTOR CF135-2 135' FT N4IE� • All wiring/cable installed in elevator shaft and/or elevator holetway and machine equipment rooms shall be installed In conduit. In addition, a separate conduit raceways are required to keep power limited fire alarm circuits separate from elevator shunt trip voltage circuits. (ELEVATOR MACHINE ROOM) CF135-2 135' FT (TOP OF SHAFT) NOTE: HEAT DETECTOR WITHIN 24" OF SPRINKLER HEAD AND CEILING MOUNTED. TO ELEVATOR SHUNT TIRP BREAKER BY ELECTRICAL CONTRACTOR CONTACT RATING: 2.0 AMP © 24VDC 0.5 AMP © 120VAC DATA IN (+) DATA IN ( ) ELEVATOR PRIMARY RECALL COMMON C N.C. tlDm 8 7 6 0 0 0 :or 0 0 2 0 UD UTIIIZE N.C. CONTACTS IF POSSIBLE TO OBTAIN FAIL—SAFE WIRING. ELEVATOR ALTERNATE RECALL COMMON N.C. 41 41 U► 8 7 6 o o 0 aa111 0 0 4 3 2 1 11 111 11► UD UTIIIZE N.C. CONTACTS IF POSSIBLE TO OBTAIN FAIL—SAFE WIRING. FIRE MANS SIGNAL COMMON N.C. 8 7 6 0 0 0 s' 0 0 2 l ID tll 11► UTIIIZE N.C. CONTACTS IF POSSIBLE TO OBTAIN FAIL—SAFE WIRING. DATA OUT (+) DATA OUT () ELEVATOR SHUNT TRIP — WASHINGTON STATE SCALE: NONE ELEVATOR RECALL WIRING SCALE: NONE 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION Dao APPROVED 0 ISSUED FOR PERMIT ,' 8 7 6 O O 0 CONiROL RELAY MODULE Casa. *IOA-CR RsetID70enRE1LL FORR1 =ND INMPLA10MIFOIN 111011 0 O 4 4 3 2 1 i i. TTIDT DATA IN (+) �'— DATA IN (-) FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE 230 115 24 0 NO C NC NO C NC (11XVID 0 GREEN LED (NORMAL) 120 VAC H N G N FAN sY OTHERS) DATA OUT (+) s� DATA OUT (-) 1f TO NEXT DEVICE S SIGA—CT1 J—BOX 2.5" DEEP SINGLE GANG BOX DATA IN (+) DATA IN (-) FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE UL/ULC LISTED 47Kohm EOL 4A"/ INPUT 1 UL/ULC LISTED 47Kohm EOL 41`AQ, INPUT 2 (+) (-) (+) (-) v In 11 8 7 6 5 INPUT MOD. SIGA-CT2 0 0 4 3 2 1 DATA OUT (+) DATA OUT (—) TO NEXT DEVICE WIRD-STRIPLING STRIP 1/4" FROM THE ENDS OF ALL WIRES THAT CONNECT TO THE TERMINAL BLOCKS OF THE MODULE. G1—HDVM — (WALL HORN/STROBE) SCALE: NONE 757—xA— SCALE: NONE WEATHERPROOF WALL HORN/STROBE) SiGA—C T 1 — (SINGLE INPUT MODULE) SCALE: NONE SIGA—CR — (FAN SHUTDOWN) SCALE: NONE SIGA—CT2 — (DUAL INPUT MODULE) SCALE: NONE FROM PREVIOUS DEVICE OR NAC CIRCUIT TO NEXT DEVICE OR EOL SINGLE GANG ELECTRICAL BOX AUXILIARY EQUIPMENT SiGA-LED [1] - ALARM v- lea oR O ALARM c'-,—' L_,J i 1 14131211109 8 7 SD -TRK OR SD-TRM [1] DATA OUT DATA OUT (1-) -DATA iN (-) -DATA iN +) S POWER INDICATOR ALARM INDICATOR SIGNATURE SERIES BASES MOUNT TO 3.5" OR 4" OCTAGON BOXES. 1.5" DEEP. SIGA—S34, SIGA—RB4, AND SIGA—IB4 MOUNT TO 4" SQ. BOXES IN ADDITION TO THE ABOVE BOXES. THEY INCLUDE THE SIGA—TS4 TRIM SKIRT WHICH IS USED TO COVER THE "MOUNTING EARS" ON THE BOXES. THE SIGA—AE4G MOUNTS TO A 4" SQ. BOX ONLY. FROM FACP OR PREVIOUS DEVICE DATA IN(-) DATA IN(+) SIGA—SB/SB4 DATA OUT(-) TO NEXT DATA OUT(+) DEVICE INSTALL EST SIGA SERIES 278 MANUAL PULL STATION USING STANDARD 1-1/2" DEEP FROM FACP OR PREVIOUS DEVICE DATA CUT + DATA OU TO NEXT DEVICE G1—VM — (WALL STROBE) SCALE: NONE SIGA—SD — (DUCT SMOKE DETECTOR) SCALE: NONE SIGA—PS — (SMOKE DETECTOR) SCALE: NONE XX SIGA-278 — (MANUAL PULL STATION — DOUBLE ACTION) SCALE: NONE ELEVATOR SHUNT POWER AVAILABLE (RELAY SHOWN ENERGIZED) DATA IN (+) DATA IN (-) FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE IVEF 8 7 6 5 INPUT MOD. SIGA-CT2 0 0 4 3 2 1 DATA OUT (+) DATA OUT (-) TO NEXT DEVICE ®® 2301 5 24 NO C NC EOL 47k apcbaD1 2301 5 24 0 O .s N� C NC rip ELEVATOR SHUNT ACTIVATION (RELAY SHOWN DE—ENERGIZED) EOL 47k POWER O AVAILABLE LIGHT NEUTRAL HOT TO ELEVATOR SHUNT TIRP BREAKER BY ELECTRICAL CONTRACTOR CF135-2 135' FT N4IE� • All wiring/cable installed in elevator shaft and/or elevator holetway and machine equipment rooms shall be installed In conduit. In addition, a separate conduit raceways are required to keep power limited fire alarm circuits separate from elevator shunt trip voltage circuits. (ELEVATOR MACHINE ROOM) CF135-2 135' FT (TOP OF SHAFT) NOTE: HEAT DETECTOR WITHIN 24" OF SPRINKLER HEAD AND CEILING MOUNTED. TO ELEVATOR SHUNT TIRP BREAKER BY ELECTRICAL CONTRACTOR CONTACT RATING: 2.0 AMP © 24VDC 0.5 AMP © 120VAC DATA IN (+) DATA IN ( ) ELEVATOR PRIMARY RECALL COMMON C N.C. tlDm 8 7 6 0 0 0 :or 0 0 2 0 UD UTIIIZE N.C. CONTACTS IF POSSIBLE TO OBTAIN FAIL—SAFE WIRING. ELEVATOR ALTERNATE RECALL COMMON N.C. 41 41 U► 8 7 6 o o 0 aa111 0 0 4 3 2 1 11 111 11► UD UTIIIZE N.C. CONTACTS IF POSSIBLE TO OBTAIN FAIL—SAFE WIRING. FIRE MANS SIGNAL COMMON N.C. 8 7 6 0 0 0 s' 0 0 2 l ID tll 11► UTIIIZE N.C. CONTACTS IF POSSIBLE TO OBTAIN FAIL—SAFE WIRING. DATA OUT (+) DATA OUT () ELEVATOR SHUNT TRIP — WASHINGTON STATE SCALE: NONE ELEVATOR RECALL WIRING SCALE: NONE 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 8-27-I4 DRAWN BY: CHRIS C. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: MIKE B. JOB NUMBER: 30i -FN -D46 SCALE: NTS DATE: PSF MECHANICAL 11621 EAST MARGINAL WAY SOUTH TU KW I LA, WA 98168 DEVICE DETAILS FIRE ALARM SYSTEM DRAWING: FA -4-1 Battery Calculations - 10500 FACP Description Standby Total Alarm Total Current (A) Standby (A) Current (A) Alarm (A) 1 Base Panel 0.1720 0.1720 0.2670 0.2670 1 Primary Loop Circuit (Fully Loaded Loop) 0.0550 0.0550 0-1250 0.1250 1 SA -232 RS -232 Card 0.0130 0.0130 0.0130 0.0130 2 RLCD-C(F)- Remote Annunciator 0.0600 0.1200 0.0600 0.1200 FP -1 00000 0.0000 0,0000 0.00000 FP -2 0.0000 0.0000 0.9703 0.9700 FP -3 0.0000 0.0000 1,2150 1.2150 FP..4 0.0000 0.0000 1.2100 1.2100 Voltage Drops - NAC Panels Tota! Standby= 0.3600 Total Alarm- 3.9200 Time (Hrs) Total Standby Current Required= 0.3600 X 24.0000 8.6400 Total Alarm Current Required= 3.9200 X 0.0833 0.3265 Tota I= 8.9665 20% Depletion Factor= 1.7933 Total AmplHour Required= 10.7593 Total Amp/Hour Batteries Provided= (1) set 17.0000 Part Description Part Mode l## m0▪ 0 (D 0 0 - tN Current(mA) 6 6 6 6 6 ▪ 6 6 Circuit# Description Current Distance Voltage (Amps) (Feet) Drops FP -1 Nac Tigger - Nac's 1A & 18 0.000 500 0.00 6 2 FP -2 lst Floor- Horn/"Strobes 0.970 350 1.71 3 2 5 2 FP -3 lst Floor - Horn/Strobes 1.215 400 2.45 3 4 5 1 FP -4 lst Floor- HomlStrobes 1.210 350 2.14 6 4 2 16 0 5 n Total Current Draw for FACP - 3.395 Capacities Used - 52.231% 3 3 2 1 N1A-1 lst Floor - Horn; Strobes 1.134 410 2.35 1 2 2 NIA -2 lst Floor - Horn/Strobes 0.822 440 1.83 4 3 NIA -3 2nd Floor - Horn/Strobes 0.719 350 1.27 1 2 2 1 P41A-4 2nd Floor - HorniStrobes 0.612 400 1.24 Total 5 0 5 6 5 5 1 Total Current Draw for NAC #1A - 3.287 Capacities Used - 50.569% NIB -1 Existing 1st Floor -Horn/Strobes 0.750 300 1.14 PNB -2 Existing 1st Floor-HorniStrobes0.750 300 1.14 1 1 1 2 2 NIB -3 lst Floor- Horn/Strobes 0.962 350 1.70 318-4 Spare 0.000 0.00 Total 1 0 1 1 2 2 0 Total Current Draw for NAC #1B - 2.462 Capacities Used - 37.877% Battery Calculations - Nac Panel #1A Qty Part Number Description Standby Total Alarm Total Current (A) Standby (A) Current (A) Alarm (A) 1 BPS -6 NAC Pan& 0.0700 0.0700 0.1900 0.1900 5 G1 -VM Strobe C 150 0.0000 0.0000 0,0590 0.2950 5 G1-HDVM HornStrobe 15cd 0.0000 0-0000 0.0810 0.4050 6 G1-HDVM Horn%Strobe g 30cd 0.0000 0.0000 0.0940 0.5640 5 G1-HDVM Horn -Strobe Z 75cd 0.0000 00000 0.1610 0.8050 5 G1-HDVE1d Horn/Strobe g 110cd 0-0000 0.0000 0.2030 1.0150 1 757 -8A -T Weatherproof Hom/Strobe © 110cd 0.0000 0.0000 0.2030 0.2030 Total Standby= 0.0700 Total Alarm= 3.4770 Time (Hrs) Total Standby Current Required= 0.0700 X 24.0000 1.6800 Total Alarm Current Required= 3.4770 X 0.0833 0.2896 Total= 1.9696 20% Depletion Factor= 0.3939 Total AmplHour Required= 2.3636 Total Amp/Hour Batteries Provided= (1) set 7.0000 Battery Calculations - Nac Panel #1B Part Number Description Standby Total Alarm Total Current (A) Standby (A) Current (A) Alarm (A) 1 BPS -6 NAC Panel 0,0700 0.0700 0.1900 0.1900 1 G1 -VM Strobe^ 15cd 0.0000 0.0000 0.0590 0.0590 1 G1-HDVM Horn/Strobe >a 15cd 0.0000 0.0000 0.0810 0.0810 1 G1-HDVM Horn/Strobe ^ 30cd 0.0000 0.0000 0.0940 0.0940 2 G1-HDVM Horn/Strobe © 75cd 0.0000 0.0000 0.1610 0.3220 2 G1-HDVM Horn/Strobe g 110cd 0.0000 0.0000 0.2030 0.4060 Total Standby= 0.0700 Total Alarm= 1.1520 Time (Hrs) Total Standby Current Required= 0.0700 X 24.0000 1.6800 Total Alarm Current Required= 1.1520 X 0.0833 0.0960 Total= 1.7760 20%Depleton Factor= 0.3552 Total Amp/Hour Required= 2.1312 Total AmplHour Batteries Provided= (1) set 7.0000 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 8--27-14 DRAWN BY: CHRIS C. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: MIKE B. JOB NUMBER: 301 -FAN --046I SCALE: NTS DATE: PSF MECHANICAL 11621 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 DRAWING: CALCULATIONS FIRE ALARM SYSTEM Fire Alarm Legend Symbol Description Manufacturer Part # Mounting Voltage Drop Fire Alarm Control Panel Edwards EST -2 Self Contained FACP 2.297 ANN Remote Annunciator Edwards 2-LSRA-C 4 Sq. Standby: [BPS Booster Power Supply Edwards BPS10 Self Contained Amps Addressabe Photoelectric Smoke Detector Edwards SIGA-PS 4 Oct. or 4 Sq. w/ 3/0 Mud Ring P Addressable Pull Station Edwards SIGA-270 Single Gang Deep 2 -MCD Main CPU & Display tg:Kla Horn/Strobe 15,30,75,110cd Multi Candela Edwards - Gennisis G1-HDVM Single Gang Deep or 4 Sq. m Strobe 15,30,75,110cd Multi Candela Edwards - Gennisis G1 -VM Single Gang Deep or 4 Sq. 8 Outside Bell Wheelock MB -G10 -24-R WBB-R ,p Outside Strobe Wheelock MM3T-24-VFR WBB-R IwFl Waterflow Switch By Others By Others 0.080 TS Tamper Switch By Others By Others 0.100 F IRE ALAR CCI Addressabe Signal Module Edwards SIGA-CCI Double Gang 0.00045 CT1 Addressabe Single Input Module Edwards SIGA-CT1 Single Gang 6 Qb Addressable Duct Smoke Detector Edwards SIGA-DH W/SIGA-PS Mounts on side of dud EOL End of Line Resistor 0.00022 0.000 0.0001 "E" DENOTES EXISTING DEVICES UNIYSYS CORPORATION EST -2 Fire Alarm Control Panel Battery Calculations 1 EST Booster Power Supply BPS#1 Battery Load Calculations Circuit Area Distance Amps Voltage Drop FACP Current Load: Sorter, Server, and Cash Rm Standby: Alarm: 2.297 FACP Current Load: Power for BPS2 1034 0.3 Standby: FACP Device Type Quantity Amps Total Amps Total S4 BASE PANEL BPS #1 S5 Bath, Break & Meeting Rm 2 -MCD Main CPU & Display 1 0.170 0.170 0.405 0.405 DL2 Dialer Module 1 0.010 0.010 0.020 0.020 0.483 REMOTE ANNUNCIATOR BPS #1 S6 Retum ISSUED DATE Project Manager: DAVID JUSTICE Design: DAIVD JUSTICE 2-LSRA-C Remote Annunciator w/Controls 1 0.080 0.080 0.080 0.080 0.075 INTELLIGENT DEVICES 0.100 0.100 F IRE ALAR G1 -VM -15 CD STROBES 1 SIGA Series Detectors 6 0.00045 0.003 0.00045 0.003 1 SIGA-270 / 278 Pull Station 6 0.00025 0.002 0.0004 0.002 SIGA-CCI / 1 Input Signal Module 1 0.00022 0.000 0.0001 0.000 G1-HDVM -110CD H/S SIGA-CR Control Relay 5 0.0001 0.0001 1 SIGA-CT1 Single Input Module 2 0.00025 0.001 0.0004 0.001 1 SIGA-CT2 Dual Input Module AUDIBLE/VISUAL DEVICES 0.000396 0.161 0.00068 G1-HDVM -15CD H/S 1 M B -G 10-24-R 1 0.081 0.030 0.030 RSSWP-2475w 1 0.088 0.088 G1-HDVM - 110cd - Horn/Strobe 4 0.203 0.812 G1-HDVM - 30cd - Horn/Strobe 2 0.094 0.188 Total Panel Loads: 0.095 Amps 1.224 Amps Standby Current Load: 0.095 Amps For 24 Hours = 2.278 Amp -hours Alarm Current Load: 1.224 Amps For 5 Minutes= 0.103 Amp -hours Total Panel Loads 20% Derating= 2.857 Amp -hours 0.075 Amps 1.856 Amps Total Panel Loads Total System Current Load: 2.857 Amp -hours Amps 1.999 Amps Standby Current Load: 0.075 Amps Battery Pair to be Used: 12VDC Amp -hours 7AH UNIYSYS CORPORATION Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final Completion Date: 2 Line Voltage Electrical Final Completion Date: 3 Elevator Final Completion Date: 4 Pressurization a Stairwell Completion Date: b Elevator Completion Date: 5 Sprinkler System (100? Complete) All Valves in normal condition. Completion Date: 6 Interior Building Construction. Completion Date: (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC Completion Date: 8 Suppression Systems Completion Date: 9 Safety and ADA Requirements, Fire Extinguishers Completion Date: 10 Specialty Furniture Completion Date: 11 Monitoring (See Below) 12 Final Fire Alarm Inspection Completion Date: 13 Approved Set of plans and permit on site Completion Date: Phone line (lines) must be installed and active. 0 14 Fire Alarm Monitoring Completion Date: a Dual Line Communicator Completion Date: b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed Completion Date: d Scan Line ordered (Alarm Company) Completion Date: e Stu Installed and Tested Completion Date: ❑ 2 Elevator Monitoring Completion Date: / CEILING ):(< 80" AFF TO BOTTOM OF DEVICE FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART SIDE APPROACH OPEAPARIF48"T APPROACH NECESSARY. FLOOR A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. UNIYSYS CORPORATION EST Booster Power Supply BPS#1 Battery Load Calculations Circuit Area Distance Amps Voltage Drop FACP S1 Sorter, Server, and Cash Rm 720 1 2.297 FACP Current Load: Power for BPS2 1034 0.3 Standby: FACP Alarm: Spare FACP S4 Spare BPS #1 S5 Bath, Break & Meeting Rm Device Type 0.364 Qty Amps S5 Total Amps Total BPS #1 S6 Open Office & Conference Rm 668 0.483 1.029 BPS #1 S6 Retum ISSUED DATE Project Manager: DAVID JUSTICE Design: DAIVD JUSTICE BPS #2 Main System Board Paper, Storage & Mail Room 1 0.075 0.540 0.075 S7 0.100 0.100 F IRE ALAR G1 -VM -15 CD STROBES S8 3 600 1.176 2.251 BPS #2 0.059 0.177 G1 -VM -30 CD STROBES 1 0.082 0.082 G1-HDVM -110CD H/S 5 0.203 1.015 G1-HDVM -75CD H/S 4 0.161 0.644 G1-HDVM -15CD H/S 1 0.081 0.081 Total Panel Loads 0.075 Amps 1.856 Amps Total Panel Loads 0.075 Amps 1.999 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.856 Amps For 5 Minutes= 0.156 Amp -hours Alarm Current Load: 1.999 Amps For 5 Minutes= 0.168 Amp -hours 20% Derating= 2.347 Amp -hours 20% Derating= 2.361 Amp -hours Total System Current Load: 2.347 Amp -hours 1 Total System Current Load: 2.361 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Battery Pair to be Used: 12VDC Amp -hours 7AH Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final Completion Date: 2 Line Voltage Electrical Final Completion Date: 3 Elevator Final Completion Date: 4 Pressurization a Stairwell Completion Date: b Elevator Completion Date: 5 Sprinkler System (100? Complete) All Valves in normal condition. Completion Date: 6 Interior Building Construction. Completion Date: (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC Completion Date: 8 Suppression Systems Completion Date: 9 Safety and ADA Requirements, Fire Extinguishers Completion Date: 10 Specialty Furniture Completion Date: 11 Monitoring (See Below) 12 Final Fire Alarm Inspection Completion Date: 13 Approved Set of plans and permit on site Completion Date: Phone line (lines) must be installed and active. 0 14 Fire Alarm Monitoring Completion Date: a Dual Line Communicator Completion Date: b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed Completion Date: d Scan Line ordered (Alarm Company) Completion Date: e Stu Installed and Tested Completion Date: ❑ 2 Elevator Monitoring Completion Date: / CEILING ):(< 80" AFF TO BOTTOM OF DEVICE FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART SIDE APPROACH OPEAPARIF48"T APPROACH NECESSARY. FLOOR A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. UNIYSYS CORPORATION FROM SPRINKLER DEVICES . A TO SPRINKLER DEVICES CTI A A A TB4 TB5 P A Hot Neutral Ground NC COM NO NO COM NC COM NO 1 TB1 TB2 BATT PWR -O 12VDC O d12VDC 0- 2-PPS/6A POWER SUPPLY (INTERNAL TO FACP) Out to Ckt 8-1 (Class A) Ckt S-1 Retum (Class A) TB 1 NAC 1B NAC 1/A SOURCE ALARM aurtKVI UKY TROUBLE TB2 TB3 + 24 Vdc -NAC1 power + 24 Vdc - NAC2 power 0 + - + _ + - NAC 2/B NAC 2/A SOURCE RS -485 RS -232 SIGA DATA LOOP CLASS B SIGA DATA LOOP CLASS A SLIC SIGNATURE LOOP / MAIN CONTROLLER MODULE (INTERNAL TO FACP) Voltage Dro Chart CH0+ CHI TXD RXD RTS COM i + TB6 0 • UNISYS CORPORATION EST Booster Power Supply BPS#2 Battery Load Calculations Circuit Area Distance Amps Voltage Drop FACP S1 Sorter, Server, and Cash Rm 720 1 2.297 FACP Current Load: Power for BPS2 1034 0.3 Standby: FACP Alarm: Spare FACP S4 Spare BPS #1 S5 Bath, Break & Meeting Rm Device Type 0.364 Qty Amps S5 Total Amps Total BPS #1 S6 Open Office & Conference Rm 668 0.483 1.029 BPS #1 S6 Retum ISSUED DATE Project Manager: DAVID JUSTICE Design: DAIVD JUSTICE BPS #2 Main System Board Paper, Storage & Mail Room 1 0.075 0.540 0.075 S7 0.100 0.100 F IRE ALAR G1 -VM -15 CD STROBES S8 3 600 1.176 2.251 BPS #2 0.059 0.177 G1-HDVM -110CD H/S 5 0.203 1.015 G1-HDVM -75CD H/S 3 0.161 0.483 G1-HDVM -15CD H/S 1 0.081 0.081 Total Panel Loads 0.075 Amps 1.856 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.856 Amps For 5 Minutes= 0.156 Amp -hours 20% Derating= 2.347 Amp -hours Total System Current Load: 2.347 Amp -hours 1 Battery Pair to be Used: 12VDC Amp -hours 7AH FROM SPRINKLER DEVICES . A TO SPRINKLER DEVICES CTI A A A TB4 TB5 P A Hot Neutral Ground NC COM NO NO COM NC COM NO 1 TB1 TB2 BATT PWR -O 12VDC O d12VDC 0- 2-PPS/6A POWER SUPPLY (INTERNAL TO FACP) Out to Ckt 8-1 (Class A) Ckt S-1 Retum (Class A) TB 1 NAC 1B NAC 1/A SOURCE ALARM aurtKVI UKY TROUBLE TB2 TB3 + 24 Vdc -NAC1 power + 24 Vdc - NAC2 power 0 + - + _ + - NAC 2/B NAC 2/A SOURCE RS -485 RS -232 SIGA DATA LOOP CLASS B SIGA DATA LOOP CLASS A SLIC SIGNATURE LOOP / MAIN CONTROLLER MODULE (INTERNAL TO FACP) Voltage Dro Chart CH0+ CHI TXD RXD RTS COM i + TB6 0 • UNISYS CORPORATION Panel Circuit Area Distance Amps Voltage Drop FACP S1 Sorter, Server, and Cash Rm 720 1 2.297 FACP S2 Power for BPS2 1034 0.3 0.990 FACP S3 Spare FACP S4 Spare BPS #1 S5 Bath, Break & Meeting Rm 700 0.364 0.813 • BPS #1 S5 Retum BPS #1 S6 Open Office & Conference Rm 668 0.483 1.029 BPS #1 S6 Retum ISSUED DATE Project Manager: DAVID JUSTICE Design: DAIVD JUSTICE BPS #2 S7 Paper, Storage & Mail Room 420 0.403 0.540 BPS #2 S7 Retum F IRE ALAR BPS #2 S8 Bulk Storage, Balancing & Statement Rm 600 1.176 2.251 BPS #2 S8 Retum A CTI A C 75cd S9-1 S9-2 WP C BPS #1 BPS10 110cd hl 110cd C S8-1 til 110cd C S8-2 v til 110cd 110cd 75cil C S8-3 v t l S8.4 C ervj c S8-5 S8-6 15cd 15cd 15cd 75cd 75cd 15cd S7-1 S7-2 S7-3 S7-4 S7-5 S7-6 C C C BPS #1 BPS10 FACP Edwards EST -2 C 75cd 75cd 30cd 30cd 75cd c ' c c c S6-1 S6-2 S6-3 S6-4 S6-5 110cd 15cd C C S5-2 S5-1 75cd 15cd 15cd C `4j C C S5-3 S5-4 S5-5 110cd 110cd 30cd 7 tN C S1-1 7 t l C S1-2 7 tN S1-3 30cd 110cd 110cd C C Li)C S1-4 S1-5 S1-6 120VAC 4PR FIRE ALARM RISER TO TELCO SIGNAL CIRCUIT 9 SIGNAL CIRCUIT 8 SIGNAL CIRCUIT 7 SIGNAL CIRCUIT 6 SIGNAL CIRCUIT 5 SIGNAL CIRCUIT 1 P3 BOOSTER POWER SUPPLY MAIN BOAR, NAC1 NAC2 NAC3 • HAC4 / AUX 2• CKT S7 - HORN/STROBE FEED CKT S7 - HORN/STROBE RETURN CKT S8 - HORN/STROBE FEED CKT S9 - HORN/STROBE RETURN P1 SENSE 1 BATTERY P4 EESTK SENSE 2 P3 TROUBLE Ca" BPS#2 TROUBLE MONITOR CONTACTS SHOWN IN TROUBLE OO/LITKIN EOL OHM TB2 SIGA-CT1 R_® 0 MARIA ACTIVE BOOSTER POWER SUPPLY MAIN BOARD CKT S5 - HORN/STROBE FEED CKT S5 - HORN/STROBE RETURN CKT S6 - HORN/STROBE FEED CKT S6 - HORN/STROBE RETURN N SENSE 1 co' okof " L N O N SENSE 2 o+ Off IC TROUBLE C" CUT TBI DATA (SLC) IN/OUT BPS#1 TROUBLE MONITOR CONTACTS SHOWN IN TROUBLE CONDITION EOL OHM TB2 BOOSTER PANEL NOTES: ANY BOOSTER TROUBLE WILL CAUSE THE CT -1 SUPERVISION TO REPORT A ^I_IBLE TO THE MAIN FIRE PANEL MODULES MUST BE WIRED AND PROGRAMMED ON THE SIGNATURE CONTROLLER FOR PROPER OPERATION. BPS #1 & #2 BOOSTER POWER SUPPLY TS1 SIGA-CTI R® ORN LEO L® 0 0 NAM NORMAL ACTIVE fa l I2 71010 i DATA (SLC) IN/OUT ";WIRE LEGEND PA= 16-2 B = 16-2 C = 14-2 D=14 -2x2 E = 16-2 F= 16-2x2 G = 16-2 H = 14-2 I=14 -2x2 J=16-4 ADDRESSABLE INITIATING CKT - FPLP ADDRESSABLE INITIATING CKT LOOP - FPLP INDICATING CKT - FPLP INDICATING CKT LOOP - FPLP CONVENTIONAL INITIATING CKT - FPLP CONVENTIONAL INITIATING CKT LOOP - FPLP 24VDC POWER CKT - FPLP TWISTED SHIELDED SPEAKER CKT TWISTED SHIELDED SPEAKER CKT LOOP ANNUNCIATOR CKT - FPLP GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND i SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. ;I! ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. E) THE LIFE SAFETY SYSTEM ISA COMPLETELY SUPERVISED SYSTEM. 6) INOTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. :-1 VI: i 111 IC - it'll 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Web Site: www.pfs.bz DIN >,. ....... < CO D 0 4r - ISSUED DATE Project Manager: DAVID JUSTICE Design: DAIVD JUSTICE Drafter. TCE Job Number: 03-F07 Recived Architects Plan: 12--01-03 SME REVISIONS REV DATE DESCRIPTION F IRE ALAR A=O B) TO FACP S9,1_ 59.2 C 75cd WP (5) ETZ —1141 • EI0 0 FACP J TO FACP OPEN OFFICE AREA C 01 RETURN TO BPS1 Se 110cd BULK STORAGE 1 04 BALANCING ! 05J 1 TO BPS2 S8 FEED Nil— TO SPRINKLER WAT ■ RETURN FROM SPRI FLOW DEVICE KLER WATER FLOW DEVICE FEED FROM BPS1 S6 RETURN TO BPS2 S8 RETURN S7-5 75cd WOMEN'S S5-4 15cd RETURN TO FACP S1 MEETING ROOM RAMP UP SLOPE 1:14 PAPER STORAGE SUPPLY SERVER TO BPS2 S7 RETURN STORAGE TELECOM MEN'S TO 120VAC DEDICATED_CllRCU TO FACP S2 MECHANICAL JANITORIAL BREAK ROOM STORAGE CE S5-1 110cd __ UPS ROOM 23 EXCHANGE i 09 1 TO BPS#1 S5 FEED CASH ROOM 1 ELECTRICAL 3Z, TO FACP C S1 S1-1 110cd v ".^:'Sw}ba ,t,\� .x 9.6:..,::g��v:�: < ekq :"\i1':Ft ,:.;ay.,?e,1q""'e'x'\@>r — ..\ >MM::: ,..:aR: ,:.;':';>^:`vc<•�`•:•, :mt..\?.:�?=cc;:x .te' �oax...�,.:e,..,,,..,1 d It (�� an,.�..•--r •, y. ,,,..,. .. :,' ;.,.,:.e.;.�.�::,_».,,M,.,,,:a���"�... �.,.z_�s:>'x`,.>��e�..a.,..�,.:>s..�.�a �.�'s. ..z .:�..".,..:�:a.�:'�,�.��.�,.tiy<,.�.y'a.'>,.•�'��sc.��`''.�.s�,�:.c..v".�c,.',,•`.�•°���•'a�:..,a„.,��`.,,__,"_?�z�:, �oi:.,�.� .>.,�2,��>.,.,��';\�x>'>.', �,.,,">".�=a`°;>\,`�'."'�A�r`S`�";r" ..,v.:,z • ALUM.STOREr RONT WINDOW • c o • r •• I \\ J \ I i• i• • • • �••••• ♦•••••••• L J L J MtvM S1-2 110cd vo>,x:;o:r:..z.+ex:,»o<.;a-,�>.s-,,:«,�e>n....zvx.>. o .�x..R:,.>.--�.,..o-,..,..,a .<,,,, :->.o, ...,�. ,,.>. „ .,...,-,. ,x .>a ,x\ •,tea' ....ra;>;R.�:vn�F ,,:: m;m•as>c.. ... Y', "iq .,`i �'�v" , 1a `Y� T' ... ,\i� \ . d ,'Y, ':\. \.•C-w.,R.., f ^ \ : "C`. ,", . ..»>..<vva. aw>,.. a. ♦,. .a♦ :� :'). ,�, �. ..�F:ci'C:a: ,,. ,IVa. >,y4 o.,..a.�.'w._m,._ ,.,:,>_> ,vw •.oa.,.�..._.. °,�.•,,.a3�.>:.. •C'C .gv. .� ",';amu ?.: `a_�\��.,_,�.,..>.,.<„�._ ... ..,4..• �.,,�a.,�,k�,.�..,.�,...a.,:�•.,.�..,_...,.>a_._.>,_,u..,�.s`t”S1kc,..a.,.U.<.,.,,.`�.��e'`':�:.,..a~>,.� t.::`�ti,,.a,....,..,..,�.,..>.��:,e_.��� 1 MECH. EQUIPMENT ENCLOSURE (SEE 4/A-0.1 & MECH.) ANDINq A vtix••..vaz N: .::-'-> ^a max':-• A00 ' 3hok (')l rOnvi ✓!O -�a 114 su~'Se Uz:; t is ect to fed `est crd Inspection by '- e -Y. :a F.! -Ea "e v';: Bureau. Date: Iz do _3 By: --)T-C/Z) • NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Insrect_fr prior to CIr3=swiCern:nrlt :fAcceptance Testing sa ©f a2y Fire Alarm and Detection Systems. s. •'of test will + in$ 0 Re- 7 s3�3iCi Yom.. t%v� 7i til res�:lb -¢ Inspection Fee and termination of the testing. (U i'•,V1L A FIRE L;EPAIasviLiif Please ca:I: 575.407 and give this job No. 03 I /2 and exact address for shut- a,vn or restoration apt roval. 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Web Site: www.pfs.bz 00 CO co zco "�O �a� zo cf) >i_moz O)FQI �o2Q >--u) uJ-J W "v"- < (Cs D ISSUED DATE Project Manager. DAVID JUSTICE Design: DAIVD JUSTICE Drafter. TCE Job Number: 03-F07 Recived Architects Plan: 12-01-03 SME REVISIONS REV DATE DESCRIPTION FIRE ALARM FA -1 Fire Alarm Legend Symbol Description Manufacturer Part # Mounting Voltage Drop Fire Alarm Control Panel Edwards EST -2 Self Contained FACP] Current Load: Remote Annunciator Edwards 2-LSRA-C 4 Sq. [ANN Standby: Booster Power Supply Edwards BPS10 Self Contained BPS 0 Addressabe Photoelectric Smoke Detector Edwards SIGA-PS 4 Oct. or 4 Sq. w/ 3/0 Mud Ring Addressable Pull Station Edwards SIGA-270 Single Gang Deep P n<m Hom/Strobe 15,30,75,110cd Multi Candela Edwards - Gennisis G1-HDVM Single Gang Deep or 4 Sq. m Strobe 15,30,75,110cd Multi Candela Edwards -Gennisis G1 VM Single Gang Deep or 4 Sq. J Outside Bell Wheelock MB -G10 -24-R WBB-R /±c,,,,p Outside Strobe Wheelock MM3T-24 VFR WBB-R L1 Waterflow Switch By Others By Others 0.080 I-s� Tamper Switch By Others By Others Retum Addressabe Signal Module Edwards SIGA-CC1 Double Gang CC1 SIGA Series Detectors Addressabe Single Input Module Edwards SIGA-CTI Single Gang CT1 0.177 e. Addressable Duct Smoke Detector Edwards SIGA-DH W/SIGA-PS Mounts on side of duct EOL End of Line Resistor SIGA-CCI / 1 Input Signal Module 1 0.00022 "E" DENOTES EXISTING DEVICES UNIYSYS CORPORATION EST -2 Fire Alarm Control Panel Battery Calculations EST Booster Power Supply BPS#1 Battery Load Calculations Circuit Area Distance Amps Voltage Drop FACP Current Load: Sorter, Server, and Cash Rm Standby: Alarm: Current Load: FAcr' Current Load: Power for BPS2 Standby: 0.3 Standby: FACP Device Type Quantity Amps Total Amps Total S4 BASE PANEL Device Type Qty Amps Device Type Total 2 -MCD Main CPU & Display 1 0.170 0.170 0.405 0.405 Total DL2 Dialer Module 1 0.010 0.010 0.020 0.020 0.483 REMOTE ANNUNCIATOR Main System Board 1 0.075 0.075 Main System Board 2-LSRA-C Remote Annunciator w/Controls 1 0.080 0.080 0.080 0.080 0.075 INTELLIGENT DEVICES Retum G1 -VM -15 CD STROBES 0.354 G1 -VM -15 CD STROBES S8 SIGA Series Detectors 11 0.00045 0.0049 0.00045 0.0049 0.177 SIGA-270 / 278 Pull Station 6 0.00025 0.002 0.0004 0.002 324 SIGA-CCI / 1 Input Signal Module 1 0.00022 0.000 0.0001 0.000 G1-HDVM -110CD H/S SIGA-CR Control Relay 1 0.0001 0.0001 0.483 0.203 SIGA-CT1 Single Input Module 2 0.00025 0.001 0.0004 0.001 SIGA-CT2 Dual Input Module 0.081 0.000396 0.161 0.00068 AUDIBLENISUAL DEVICES 1 MB -G10 -24-R 1 0.030 0.030 RSSWP-2475w 1 0.088 0.088 G1-HDVM - 110cd - Horn/Strobe 4 0.203 0.812 G1-HDVM - 30cd - Hom/Strobe 2 0.094 0.188 Total Panel Loads: 0.096 Amps 1.225 Amps Standby Current Load: 0.096 Amps For 24 Hours = 2.278 Amp -hours Alarm Current Load: 1.225 Amps For 5 Minutes= 0.103 Amp -hours 0.075 Amps 1.347 Total Panel Loads 0.075 Amps 20% Derating= 2.857 Amp -hours Standby Current Load: 0.075 Total Panel Loads For 24 Hours = 1.800 Total System Current Load: Amps 2.857 Amp -hours Amps 0.075 Amps For 24 Hours = 1.800 Amp -hours Battery Pair to be Used: 12VDC 1.347 Amp -hours 7AH For 5 Minutes= 0.075 UNIYSYS CORPORATION Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final 2 Line Voltage Electrical Final 3 Elevator Final 4 Pressurization a Stairwell b Elevator 5 Sprinkler System (100? Complete) All Valves in normal condition. 6 Interior Building Construction. (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC 8 Suppression Systems 9 Safety and ADA Requirements, Fire Extinguishers 10 Specialty Furniture 11 Monitoring (See Below) 12 Final Fire Alarm Inspection 13 Approved Set of plans and permit on site Phone line (lines) must be installed and active. n 14 Fire Alarm Monitoring a Dual Line Communicator b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed d Scan Line ordered (Alarm Company) e Stu Installed and Tested ❑ 2 Elevator Monitoring Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: CEILING )( 80" AFF TO BOTTOM OF DEVICE FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART AFFITTO APPROACHEPART IF FRONT APPROACH NECESSARY. FLOOR 1 A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. UNIYSYS CORPORATION EST Booster Power Supply BPS#1 Battery Load Calculations Circuit Area Distance Amps Voltage Drop FACP S1 Sorter, Server, and Cash Rm 720 Current Load: Current Load: FAcr' Current Load: Power for BPS2 Standby: 0.3 Standby: FACP Alarm: Spare FACP S4 Spare Device Type Qty Amps Device Type Total Device Type Amps Qty Amps S5 Total Total Amps Total BPS 41 S6 Open Office & Conference Rm 668 0.483 1.029 Main System Board 1 0.075 0.075 Main System Board 0.100 Main System Board 0.075 1 0.075 6 0.075 0.100 Retum G1 -VM -15 CD STROBES 0.354 G1 -VM -15 CD STROBES S8 2 600 1.176 0.059 0.177 0.059 0.177 G1-HDVM -110CD H/S G1 -VM -30 CD STROBES G1-HDVM -110CD H/S 2 UNISYS COMCAST 324 0.203 1.015 0.082 0.082 G1-HDVM -75CD I-I/S 334 G1-HDVM -110CD H/S .865 1 0.161 0.483 0.203 1.015 G1-HDVM -15CD H/S G1-HDVM -15CD H/S G1-HDVM -75CD H/S 4 0.081 0.081 0.161 0.644 G1-HDVM -15CD H/S 1 0.081 0.081 Total Panel Loads 0.075 Amps 1.347 Total Panel Loads 0.075 Amps 1.856 Amps Standby Current Load: 0.075 Total Panel Loads For 24 Hours = 1.800 0.075 Amps 1.999 Amps 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.347 Amps Standby Current Load: For 5 Minutes= 0.075 Amps Amp -hours For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.856 Amps For 5 Minutes= 0.156 Amp -hours 20% Derating= Alarm Current Load: 2.296 1.999 Amps For 5 Minutes= 0.168 Amp -hours 20% Derating= 2.347 Amp -hours Total System Current Load: 20% Derating= 2.361 Amp -hours Total System Current Load: 12VDC 2.347 Amp -hours 7AH Total System Current Load: 2.361 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Battery Pair to be Used: 12VDC Amp -hours 7AH Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final 2 Line Voltage Electrical Final 3 Elevator Final 4 Pressurization a Stairwell b Elevator 5 Sprinkler System (100? Complete) All Valves in normal condition. 6 Interior Building Construction. (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC 8 Suppression Systems 9 Safety and ADA Requirements, Fire Extinguishers 10 Specialty Furniture 11 Monitoring (See Below) 12 Final Fire Alarm Inspection 13 Approved Set of plans and permit on site Phone line (lines) must be installed and active. n 14 Fire Alarm Monitoring a Dual Line Communicator b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed d Scan Line ordered (Alarm Company) e Stu Installed and Tested ❑ 2 Elevator Monitoring Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: CEILING )( 80" AFF TO BOTTOM OF DEVICE FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART AFFITTO APPROACHEPART IF FRONT APPROACH NECESSARY. FLOOR 1 A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. UNIYSYS CORPORATION UNISYS CORPORATION -4.4111 TB4 0 0 0 0 TB5 0 0 0 0 EST Booster Power Supply BPS#3 Battery Load Calculations EST Booster Power Supply BPS#2 Battery Load Calculations Circuit Area Distance Amps Voltage Drop FACP S1 Sorter, Server, and Cash Rm 720 Current Load: Current Load: FAcr' Standby: Power for BPS2 Standby: 0.3 Alarm: FACP S3 Spare FACP S4 Spare Device Type Qty Amps Device Type Total Qty Amps Total Total S5 Amps Total BPS 41 S6 Open Office & Conference Rm 668 0.483 1.029 Main System Board 1 0.075 0.075 Main System Board 0.100 1 0.075 420 0.075 6 0.100 0.100 Retum G1 -VM -15 CD STROBES 0.354 3 S8 G1 -VM -30 CD STROBES 600 1.176 0.059 0.177 S8 0.082 G1-HDVM -110CD H/S 5 G1-HDVM -110CD H/S 4 UNISYS COMCAST 324 0.203 1.015 0.203 0.812 G1-HDVM -75CD I-I/S 334 3 .865 0.161 0.483 G1-HDVM -15CD H/S G1-HDVM -15CD H/S 1 0.081 0.081 Total Panel Loads 0.075 Amps 1.347 Total Panel Loads 0.075 Amps 1.856 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.347 Amps For 5 Minutes= 0.113 Amp -hours Alarm Current Load: 1.856 Amps For 5 Minutes= 0.156 Amp -hours 20% Derating= 2.296 Amp -hours 20% Derating= 2.347 Amp -hours Total System Current Load: 2.296 Amp -hours Total System Current Load: 12VDC 2.347 Amp -hours 7AH Battery Pair to be Used: 12VDC Amp -hours 7AH UNISYS CORPORATION -4.4111 TB4 0 0 0 0 TB5 0 0 0 0 EST Booster Power Supply BPS#3 Battery Load Calculations Panel Circuit Area Distance Amps Voltage Drop FACP S1 Sorter, Server, and Cash Rm 720 Current Load: 2.297 FAcr' Standby: Power for BPS2 Alarm: 0.3 0.990 FACP S3 Spare FACP S4 Spare Device Type Qty Amps S5 Total 700 Amps Total BPS 41 S5 Return BPS 41 S6 Open Office & Conference Rm 668 0.483 1.029 Main System Board 1 0.075 0.075 0.100 0.100 Paper, Storage & Mail Room 420 G1 -VM -15 CD STROBES 6 BPS #2 S7 Retum 0.059 0.354 BPS #2 S8 G1 -VM -30 CD STROBES 600 1.176 2.251 BPS 4.:2 S8 0.082 G1-HDVM -110CD H/S 4 UNISYS COMCAST 324 .435 .450 0.203 0.812 UNISYS COMCAST 334 G1-HDVM -75CD H/S .865 0.161 G1-HDVM -15CD H/S 1 0.081 0.081 Total Panel Loads 0.075 Amps 1.347 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.347 Amps For 5 Minutes= 0.113 Amp -hours 20% Derating= 2.296 Amp -hours Total System Current Load: 2.296 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Hot Neutral Ground NCCOM NO Na COM NC COM NO TB1 TB2 BATT PAR -012VDC 0 12VDC 0 2-PPS/6A POWER SUPPLY (INTERNAL TO FACP) ...- Out to Ckt S-1 (Class A) .�- Ckt S-1 Return (Class A) TB1 NAC 1/8 NAC 1/A SOURCE ALARM SUPERVISORY TROUBLE TB2 TB3 w24Vdo -NAC1 power + 24 Vdc - PNIAC2 power NAC 2/8 NAC 2/A SOURCE TB6 RS -485 RS -232 -� CH O CH1 TXD RXD RTS COM i-+ SIGA DATA LOOP CLASS 8 -< SIG.? DATA LOOP CLASS A -1 + SLIC SIGNATURE LOOP / MAIN CONTROLLER MODULE (INTERNAL TO FACP) Voltage Drop Chart 0 0 0 0 0 0 0 0 0 0 0 0 UNISYS CORPORATION Panel Circuit Area Distance Amps Voltage Drop FACP S1 Sorter, Server, and Cash Rm 720 1 2.297 FAcr' S2 Power for BPS2 1034 0.3 0.990 FACP S3 Spare FACP S4 Spare BPS #1 S5 Bath, Break & Meeting Rm 700 0.364 0.813 BPS 41 S5 Return BPS 41 S6 Open Office & Conference Rm 668 0.483 1.029 BPS 41 S6 Retum BPS #2 S7 Paper, Storage & Mail Room 420 0.403 0.540 BPS #2 S7 Retum BPS #2 S8 Bulk Storage, Balancing & Statement Rm 600 1.176 2.251 BPS 4.:2 S8 Retum BPS #3 S10 UNISYS COMCAST 324 .435 .450 BPS 43 S11 UNISYS COMCAST 334 .812 .865 FROM SPRINKLER DEVICES A CT1 TO SPRINKLER DEVICES - A A A A A A C A A A A A CTI! A BPS#3 BPS10 110cd 110cd 110cd 110cd C C IW` C CI C S11-1 S11-2 S11-3 S11-4 EOL 15K 75cd 15cd 15cd 15cd 15cd 15cd CWP•I C,''C,,C C S1 -1 S10-2 S10-3 S10-4 S105 S10-6 15cd 15cd C S10-7 S10-8 EOL 15KI r - C CC1 5cd- C S9-1 S9-2 WP SIGNAL CIRCU T 9 C C BPS #2 BPS10 110cd 110cd 110cd 110cd 110cd 75cd S8-1 w S8-2 S8-3 S8-4 S8-5 S8-6 15cd 15cd 15cd 75cd 75cd 15cd C C��CC n C S7-1 S7-2 S7-3 S7-4 S7-5 S7-6 C C C BPS #1 BPS10 75cd 75cd 30cd 30cd 75cd C C C C ,CC1; ( C FACP C S6-1 S6-2 S6-3 S6-4 S6-5 110cd 15cd 75cd 15cd 15cd C C 'm C w C S5-1 S5-2 S5-3 S5-4 S5-5 110cd 110cd 30cd 30cd 110cd 110cd S1-1 S1-2 S1-3 S1-4 S1-5 S1-6 C 12OVAC 4PR Edwards EST -2 j FIRE ALARM RISER TO TELCO SIGNAL CIRCUIT 8 SIGNAL CIRCUIT 7 SIGNAL CIRCUIT 6 SIGNAL CIRCUIT 5 SIGNAL CIRCUIT 1 BOOSTER POWER SUPPL" MAN BOARD P3°i. k Vr BATTERY P4l Iral NAC3 NAC4 / AUX 2 CKT S7 - HORN/STROBE FEED CKT S7 - HORN/STROBE RETURN CKT S8 - HORN/STROBE FEED CKT S9 - HORN/STROBE RETURN P1 SENSE 1 Cal. SENSE 2 I ' BPS#2 TROUBLE MONITOR TROUBLE cx BOOSTER POWER SUPP' Y MAN BOARD P3LN'� BATTERY ® ®ll P4 BOOSTER PANEL NOTES: AN)' BOOSTER TRC+'JS' E dila. CAUSE THE C7-1 SUPERASiON TO REPORT TR . To THEMS. FRE PANEL. MODULES FAUST SE WIRED AND PROGRAMED DN THE SOMA TUBE CONTROLLER ROLLER FOR RRO=E't OPER&'IG;:. CONTACTS SHOWN IN TRQUBLE OONOTIDN ECL 4TK OHM TB2 SIGA-CT1 TBI NACI NAC2 NAC3 NAC4 / AUX 2 SENSE 1 C.+' OUT SENSE 2 c ' TROUBLE o xT CKT S5 - HORN/STROBE FEED CKT S5 - HORN/STROBE RETURN CKT S6 - HORN/STROBE FEED CKT S6 - HORN/STROBE RETURN P1 DATA (SLC} IN/OUT BPS#1 TROUBLE MONITOR CONTACTS SHOWN IN TROUBLE OONEITKIN P2 EOL 4TH OMNI TB2 TBI BPS #1,#2,#3 BOOSTER POWER SUPPLY SIGA-CT1 PD BR): 150 CO . , u^n"w. 0f 0 0 LmJ DATA (SLC} IN/OUT W!RE LEGEND IA = 16-2 B = 16-2 C = 14-2 0= 14-2x2 = 16-2 F=16 -2x2 fit; =16-2 2H = 14-2 I = 14-2 x2 I= 16-4 ADDRESSABLE INITIATING CKT - FPLP ADDRESSABLE INITIATING CKT LOOP - FPLP INDICATING CKT - FPLP INDICATING CKT LOOP - FPLP CONVENTIONAL INITIATING CKT - FPLP CONVENTIONAL INITIATING CKT LOOP - FPLP 24VDC POWER CKT - FPLP TWISTED SHIELDED SPEAKER CKT TWISTED SHIELDED SPEAKER CKT LOOP ANNUNCIATOR CKT - FPLP GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) 1-0 RETAIN WARRANTEE, THE FIRE ALARM EQUIPMI: NT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TL.CHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 13) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 1 ') INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. 13) 19) 20) d2 3771 MEN 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Web Site: www.pfs.bz 11--- N.. • ul) <0>. oz.< 2-116 � 0-5.< ' mZ (/) romo >-Io� z 0(i) < w IL! vr- la- CRI Q FwA 00 ccs rn z 0 0z (/) z <Cr% J ISSUED DATE Project Manager: DAVID JUSTICE Design: DAIVD JUSTICE Drafter. TCE Job Number. 05-F50 Recived Architects Plan: 12--01-03 SME REVISIONS REV DATE DESCRIPTION 05-04-05 PERMIT SET FIRE ALARM FA -=O 1 r F 1 r f 1 • .MI, lir '11,1 m 4 911111X•001 4. 4 - < ; 4 ele<ej rout 4.1•M .a. MOM MM.. MOON NM% /WM 0.. U..004. 7 -1 110cd -g11-3 MA!L ROC V: 1C7 V / • 111414MMWZMUMNIVITIMS rre,frere,r4,4/./,17./rerreWr,S ////..1%//,, //////, ECTRIC.',AL ROCAI If° I 115: I I' 1. r 11 I • TO BP TO 120V DEDTIRCUIT 1 S10-1 'C's sr LI ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is sLbject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. - Additions, deletjons or revisions to these drawings after this dats =:! void ts,acceptance and will require a --f revised drawings for subsequent approval. Final acceptance is subject to field test and inspectibn by The Tukwila Fire Prevention Bureau. (95— By: f_ TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. °s- F - t2) nd exact address for shut., Gliawri or restoration approval AREA OF CONSTRUCTION NOTICE A completed, signo, 1"tiif\01 Fire Department Certificate must be to the Inspector OrIcw commencement Crf ACC-ti-,r7r1C4 Testing of arty Fire and Deteaion Failure a test V/43 in a Re-insrextc-c; _ri tenrir...;;aizi cri-4,; j, - Add P $ -et UN) 0 /VI e-4+- dce5 - 4-ld e-wi 044_e__ gym tAile.k-it. C41— 401/ dOo 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Web Site: www.pfs.bz ISSUED DATE Project Manager. DAVID JUSTICE Design: DAIVD JUSTICE Drafter TCE Job Number. 05-F50 Recived Architects Plan: 12-01-03 SME REVISIONS REV DATE DESCRIPTION 05-04-05 PERMIT SET FIRE ALARM FA -1 J 4.6 LAYOUT (120 D) 212 21.0 F14 '212 , V 212 X w N 910 SYM o 91.0.....0. TYPE .._- .� O ++! 3 '-0° 0 1 033 WOMEN.._.._ 155d 0 .... 03 --- .r of RELIABLE Q/R/RA1425 © 0 CT . _ 155d ____ __.._..__...... 14 RELIABLE Q/R/RA1435 [> 5.6 HORIZ SW 155d BRASS 1 RELIABLE Q/R/RA1414 0 5.6 PENDENT 155d __„ter 6) m, O ,, o MEN �`” ( 111 T1 O 0 0 0 -j ! o '! �'-....'CVO 1 _1t2' c d N �T m m ERVER OPEN OFF (120 A) EXISTING 8" CROSS MAIN AT ROOF LEVEL AT EL. 25'-0" OPEN OFF (120 8) 4X212 RED. COUP. 112' PLYWOOD DECKING OVER 1000s 162-54 STEEL JOISTS AT 16" 0.C. HALLWAY ( 112 ) IT / STORAGE - ( 115 ) 1 1 • 3-2 6-8 / • ELECTRICAL H ( 716-. )_. 4 ROOF PURLINS TYP. 4.6 CE CE OPEN OFFICE (120 C) LCINsKPdls %'i' ••i��dd�i'i�L�ii9�0�iL�i�i ViNi�iWi�i'i'i PRINTER _ HOTEL OFFICE (1226) PRIVA'TE'OFFICE H (122-F) PRIVATE OFFICE' .- rn -• ~.�.-� VTR, DI LIG PRINTER • .170A1- . 7 0AI ( ... PRIVATE 9FFICE 0223)- - LINE OF CALCULATION PSF-1 AREA=900 SQ/FT. AREA RECUCTION FOR QUICK RESPONSE HEADS APPUED. DENSITY = .15 GPM/SOFT DEMAND AT BASE OF RISER = 212.8GPM AT 58.8PSI DEMAND BELOW CURVE BY 58.8PSI OVEN TO ABOVE MEETING N12(1102) 2-4 5- 2-4 1417. OUTSIDE ( ) 112 FROM BRANCH LINE ABOVE bl ,Ii1 �I 111 17 1-10 14 ' 1-11 5-5 OPEN TO ABOVE m ;1- T11 ' AL OPE, TO ABOVE N$ N5 N131, (CONFERENCE oL _ __( 131 ) 71 N9 OPEN TO ABOVE LOBBY ( 101 ) RECEPTION0 ( 164) OPEN TO ABOVE 08 1-6 OPEN TO ANO,E N20, — N21 o li OPEN TOABOVE , I SII 11-10 _' p 1 p• CONFERENCE HALLWAY 1 ick I OPEN TO ABOVE CONFERENCE (135).._ N1 oCONFERENCE O ( 136 ) 9O 1 .. as PRIVATE OFFICE ( 22B) OPEN TO ABOVE 2!:1 s- 3 06 1126 r 3 ri PUBLISH-•DN22 1=10 ( 1-39 )- 6 • 1.O_4-6_ ,gyp 1 4 4-0 HALLWAY (106)1 9-8 f 04 04 H TiT P TIT 1111111111 1111 L11 I'I ELEVA A. AIR r -c, FIT P 11_1 ITU HEADS IHIEL0W SYAIRS I I 1 1 —�J HOTEL OFFICE CONFERENCE ( 103) 2 N L - _. .1'128a• x HOTEL OFFICE OPEN TO ABOVE EL. 9'-6" 6 OPEN TO ABOVE OPEN TO ABLNE TYPICAL - . U.O.N. -FROM ABOVE �. F�EN.oA�� N27 4 2 9 HALLWAY 1.08' ) -8 1-9 OPEN °ABOVE MECH .0;c0 1-10 OPENTOADOVE -" X53 r'i • oa' : PRIVAT OFFICE i cn o I m _o 04- --WOMEN-? -2 0 ( 140 - • ;M LOCK ti 11 5-7 STOGE E R ROOM OPEN TO ABOvE PRIVATE, ' FACE (7 51. AMEN. 1-10 3 li OPEN TO ABOVE PRIVAT ,OFFICE 6 08110 OPENTOAWVE Ai'AWNS 9A9A O'Ai9ri'iS'i'AiLy9Ay9 L'di'A 'ddi'i• FIRST LEVEL PIPING PLAN 2X BLOCKING WITH PIPE STRAP L2 12'-6" 1" AUXILLARY DRAIN EXISTING SPRINKLERS AND PIPING TO REMAIN HOTEL OFFICE OPEN OFFICE (150 A) OPEN OFFICE (150 B) OPEN OFFICE (150 c) 3- fAVA9NNAWAVA• SECURE FILES RM BEY9ND 1" AUXILLARY DRAIN SECTION A WORK AREA OCCUPIED SPACE - NO WORK HUDDLE (164) — £I S&R 0160) ( 3) s = q Ns �$H \Mt L .t3 Witt er . f1ans h3vebe!.- y The !3 - _ 'i EurJ,:-) C'`-/ '!•'� and t0! the. of det.ln- - - ..:=35 - {-Graf_-7.:r 77 - 1 Will vLia; o:d° %--. - -� :i' : `Jnd re'=-ua .. �. i. -.. wi v4 ravi_s&_' �,. _ ` ' :- P.JI subsequent approval. 7,-.TceoUinceiS SucJ -ci `:: :';+= =€st and irrpect:cn by - i Ti.; :Wife Fire Preventic' eau. D -ire: l). _S _ 1 Byf /V , I .. 112 FRJM BRANCH LNE ABOVE J .,..J •`: ,: 4: fN a • 1� ANIEB vz. this Fi t Perri ii i No. FI -le ex -4:f+ c:ovvrt or f 3/8" SAMMY SCREW <— ALL THREAD ROD EXPANSION ONSE <1— ALL THREAD ROD WOOD ATTACHMENT HANGER DETAIL CONCRETE HANGER DETAIL >_ C CLAMP INSTALL TOP OR BOTTOM AS APPLICABLE RETAINER STRAP USE 61 5 SWIVEL FOR SLOPED BEAMS SEE PLAN BEAM HANGER DETAL RECESSED PENDENT SPRINKLER SPRINKLERS/SIN SYM K FACT TYPE TEMP FINISH QTY RELIABLE Q/R/RA1414 • 5.6 RECC PEND 155d WHITE 79 RELIABLE Q/R/RA1425 © 0 5.6 UPRIGHT 155d BRASS 14 RELIABLE Q/R/RA1435 [> 5.6 HORIZ SW 155d BRASS 1 RELIABLE Q/R/RA1414 0 5.6 PENDENT 155d BRASS 27 15mm NUT BOLT 8, WASHER USE EXPANSION CASE FOR ATTACHMENT TO CONCRETE NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FAST CLAMP STEEL PIPE LATERAL BRACE LATERAL SWAY BRACE 15mm NUT BOLT 8, WASHER USE EXPANSION CASE FOR ATTACHMENT TO CONCRETE \ NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. STEEL PIPE LATERAL BRACE PIPE CLAMP FOR SWAY BRACING LONGITUDENAL SWAY BRACE • PENDENT SPRINKLER ON DROP NIPPLE UPRIGHT SPRINKLER ON 1/2" OUTLET UPRIGHT SPRINKLER ON STUBB UP PENDENT SPRINKLER ON 1/2" OUTLET UPRIGHT ON 1/2" OUTLET & PENDENT ON 1" DROP FXCP LONGITUDENAL SWAY BRACE LATERAL SWAY BRACE HYDRAULIC REFERENCE POINT - REFER TO CALCULATIONS NODE POINT - REFER TO CALCULATIONS PIPE ELEVATION FROM FLR. REFERENCE TO C/L PIPE DENOTES FLEXIBLE STYLE COUPLING NEW PIPING TO BE BLACK STEEL DYNA-THREAD OR SCH. 40 FOR 1 TO 2" PIPE. PIPE SIZES 21/2" AND LARGER TO BE BLACK STEEL SCH. 1 0 THIN WALL. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Lewis Peters 2800-0691-C Level 3 First Defense Fire Protection, L. L. C. PLAN NORTH FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE PHONE 060) 794-9479 SNOHOMISH, WA 98290 LIC# 602-250-698 PROJECT WORLD HEADQUARERS PSF MECHANICAL ADDRESS 11621 E MARGINAL WAY S TUKWILA, WA 98168 CAD FILE CITY Ei,,IAWN LP DATE SCALE NOTED TITLE FIRST LEVEL FIRE SPRINKLER TENANT IMPROVEMENTS 9/8/14 4.6 9) WORK AREA 112 RTO CONFERENCE RM. BELOW OCCUPIED SPACE - NO WORK i (1z LINE OF MEZZ. BEL•W LINE OF BOARD ROOM (.2n1) REROUTE EXIST NG LINE AROUND ELEVATOR SHA CE RM. B 8X223-0 WOMEN ( 180 ) EXISTING PIPING AND SPRINKLER TO REMAIN COL ABORATION RISER RM HALL (206) DN TO CONFERENC RM BELOW N UDDLE (205A) SEATING (202A) ITISTORAGE.. V .NDING 205 ) ECTRICAL ( 116 ) REMOVE EXISTING LINE ADD SIDEWALL HEAD UNDER EXISTING GH DOOR .-.-.. j f 8X1 —o 2" MAIN DRAIN LINE FLOW SWITCH 8" WALL PIV 8X19-6 /- 4" CHECK VALVE 0-4" TO FDC N30 8" DIP WILKINS 350DA BACKFLOW PREVENTER SECTION -EXIST. RISER o f SCALE: 3/8"=1'-0" 4 SPRINKLERS/SIN SYM K FACT TYPE TEMP FINISH QTY RELIABLE Q/R/RA1414 • 5.6 RECC PEND 155d WHITE 11 O 0 5.6 UPRIGHT 155d BRASS 0 5.6 HORZ. S.W. 155d BRASS 0 EXISTING SYSTEM CALCULATED AT A DENSITY OF .39 GPM/SQFT OVER AND AREA OF 5600 SQ/FT. STATIC PRESSURE AT BASE OF EXISTING RISER = 117 PSI SEE DWG. FP -1 FOR TYPICAL NOTES AND DETAILS rWASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS ILewis Peters 12800-0691-C^ Level 3 First Defense Fire Protection, L. L. C. 00 FIRSTDF981RP �/i� rn I t_ Expires 12/31M4 kihAO Signature PLAN NORTH FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE PHONE (360) 794-9479 SNOHOMISH, WA 98290 MCI 602-250-698 PROJECT WORLD HEADQUARTERS PSF MECHANICAL ADDRESS 11621 EAST MARGINAL WAY S. TUKWILA, WA CITY DRAWN LP SY DATE 9/8/14 SCALE 1/8"=1'-0" TIRE TENANT IMPROVEMENTS - ROOF LEVEL CAD FILE DWG# FP -2 1 5/8" UNISTRUT 2 TYPICAL a a1/2" QUICK BOLT TO CONCRETE OR %" LAG BOLTS INTO STUD WALL 1" SCHD 40 (2x) 1 1 %" QUICK BOLT TO CONCRETE OR %" LAG BOLTS INTO STUD 1" LOCKING SWAY ATTACHMENT END WALL BRACE (2x) li :1 , . 11 EXISTING 8" !I .. - i i STEEL COL. 11 , . • 1" LOCKING ATTACHMENT -lc\ # 0 SWAY BRACE END (2x) / 4PS 4101 LATERIAL SWAY 1" LATERIAL BRACE ATTACHMENT 4 -WAY BRACE Nir 17/ SWAY .Aitir •... 3" MAX 1" 4 -WAY SWAY BRACE ATTACHMENT it - - - -- - - - et /-.) vr - m• I/2" THROUGH BOLT V W/ (2) NUT & WASHERS 2 TYPICAL1" 1" LOCKING SWAY BRACE ATTACHMENT END (2x) LATTERAL BRACE TO 8" STEEL COLUMN BRACE ATTACHMENT (2x) FAST CLAMP RISER BRACE NON -THREADED BRACE PIPE (PLAN VIEW) NON -THREADED BRACE PIPE NON -THREADED BRACE PIPE EARTHQUAKE BRACING •,., . -•, - - - - - ' I 1 . I I 1 I r--- i ; --- -- L.-.---:' 1 . mka/A, 4 1 - I L • 3 TYP - - - [ nOCEq,Sin.1 - t 10i 1 A'' I i t I • ' I -1- r 10 I • I • i - • 1 ,, • A- ▪ _ 4..'.1Z L • 5'-u4 I•ir-o•AFF - BRACE TO - STUD WALL SEE EQ DETAIL 11 .<4 • _ Iri- • • -ERVFT: f?,` )-01,..,1- • • I • 3•4 • 3.-71" ; tr'ffn I- -14.-3" I t - I........ 1-- !I I CY) •-• 2%21 2% SAMMY SUPERSCREW t J. i i'. l' / C _It I enS•CdrIFERELLI;t 10I- 6.7 c. 21/2 1 ' 'bRACE f0 r- &/z- I SEE EQ DETAIL, • :qv_ STEEL CQL. • - )% N24"- '9-6 w 2-6 14-0 • 8" • 8" I -1- L Zi - KIST EXISTING FULL HEIGHT WALL fl REMOTE AREA #1 THIS AREA HAS BEEN HYDRAULICALLY CALCULATED FOR AN ORDINARY HAZARD GROUP 2 WITH A DENSITY OF .20 GPWSF- OVER 1500" " TEE W/ 1" DN TO SSP • csi -o 8. •- 14-3 " Eno • 2% x15-2¼ 1V-0" AFF r-1,21/2" x 13.-5W DOWN TO 21/2" DRAIN 90° JW/ 1"NIPPLE & 1" VALVE Tf 2 L.__ 7-3 4-6/ 1 I 10-0 ,. . BRACE TO --CONCRETE WALLS. cg SEE EQ DETAIL - - ...,. L_ Li_! EXIST II- I -I 9 1 ob X FETNI: 11.-Forvi- .__ 1_1 t(T111----cc° - - -- -- „•,7 ,,,/,,,,,z7.7.!,,,,,,,,,,„-„,.„,,,,,,/,/,,,,,,,, _.C9 •,. IA, ) 8-h/t I I -111 cg__Il8 x2%MT [ 0 It 25'-0"AFF All, ki EXIST [-- ' ' I I fr//17///7//.//7 0 NOM Ek. 11 L- I _ : • L 11 _ 'IS I Ll Lii v I iJG lo 1 IL rt. 0 10 1 E 1,1 I -1-- E - - - 4h CEILING PLAN SCALE:1/8'4-V IE ..ft 1/4 I T 11-0" AFF I /21/2" VIC 90° 1 2% / @ 11'-0" AFF ' ;._ 9 9- 1 9-0 `.' (.9 25 A- co t\-21/2" VIC 90° I @ %0" AFF I 25'-0" AFF $, J 8" EXISTING SPRINKLER F115 NEW FULL HEIGHT WALL ROOM EJ. 1oTs) INI• I MI El NI El MI LE IM IMI EXISTNG 2" LINES @ ROOF LEVEL TO REMAIN. 6 TYPICAL 1%8" 'kr 8 5-2 TOR 7711 .:1 ' t---) •-: r , -- r-.'-'' 8 1- i:•,, _•up. ,--, ,..--,--=-4 rs, L•,-,--,,._ ,i.1 I tl- - - Jili NI 1 I -i r I -11 i I 1 S. W SI [ III i 1 I IVE- '' 76 RIGID BOR FLEX 6-5" RISER ROOM SCALE: 1/2"=1'0" RISER KEY NOTES 1 2 3 5 6 BACK TO BACK 8" DUCTILE IRON FLANGED 900 . 8" DOUBLE CHECK DETECTOR ASSEMBLY WI BUTTERFLY VALVES WILKINS MODEL 350ADABGVIC (NOTE: ALL WIRING TO BE DONE BY OTHERS). 2" PIPE STAND. (2) 8" ROLLING 900, SEE DETAIL "A" FOR PIPE LENGTH. 8" VIC FLANGE. 8" EXISTING NRS VALVE W/ WALL POST INDICATOR. (TO REMAIN AS IS) SCOPE OF WORK: 1. INSTALL CHROME RECESSED PENDENT HEADS PER THE CEILING PLAN 1-4.1. INSTALL A NEW MAIN AND BRANCH -LINES FOR THE PENDENT HEADS AT 1'-0" ABOVE PROPOSED 10'-0" SUSPENDED CEILING 2. EXISTING MAINS, BRANCH -LINES & UPRIGHT SPRINKLER HEADS TO REMAIN AS INSTALLED. 3. TESTING OF THE NEW SYSTEM PIPING FOR 2 HOURS AT 200 PSI PER NFPA #13 & THE FIRE DEPT. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. 5. PLAN SUBMITTAL TO & APPROVAL BY THE TUKWILA FIRE DEPARTMENT. 6. EXISTING 286°, 3/4" SSU TO REMAIN AT ROOF LEVEL. 7. EXISTING SYSTEM CALCULATED: FOR HIGH PILED STORAGE. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES & ELECTRICAL OF ANY TYPE. 2. EXTERIOR CANOPY FIRE SPRINKLER. 3. RELOCATING EXISTING SPRINKLER PIPE FOR NEW WORK OF OTHER TRADES. 4. STRUCTURAL VERIFICATION IF REQUIRED. 5. ABATEMENT, PREPARATION FOR & PAINTING OF ANY TYPE. FITTER NOTES: 1. HANGERS: * ALL HANGERS TO BE 3/8" SAMMY SUPER SCREWS TO BOTTOM CHORD OF EXISTING TJI'S. SEE HANGER DETAIL 'H' ON SHEET FP1. 2. DROPS: * ALL DROPS TO HEADS WITH CEILING HEIGHTS AT 9'-0" ARE TO BE 1" x 1-9" TBE. * ALL DROPS TO HEADS WITH CEILING HEIGHTS AT 10'-0" ARE TO BE 1" x 0'-9" TBE. 3. HANGERS: * BOTTOM OF TJI @ HIGHEST AREA IS 26'-6" AFF. L._ _ _L .5" I I 1 1,1 REVISIONS HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS DATE DESCRIPTION BY 7-1 r- I SAMMY SUPERSCREW AFF BOB BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO -0-- pF ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FIRM CORING STATIC 127 PSI SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL 20 PSI • VIKING RECESSED PENDENT CHROME K=5.6 155* CHROME 81 GPM FLOWING 4100 GPM DATE & TIME VIKING UPRIGHT BRASS K=8.0 3/4 17/32" 286° PER: WATER DISTRICT #125 LOCATION: 124TH & E. MARGINAL CONSTRUCTION NOTES: TOTAL PROJECT SPRINKLERS = TOTAL SPRINKLERS THIS SHEET 82 AREA OF WORK KEY PLAN SCALE N TACCEPTE Itv'ithout Comments As Noted In Red Attached Letter r- ''trtv:d by The Tukwila Fire ; • with current city ot. to errors and 1-7 violations of adopted • -- - • _•-• -7 responsibility for the --; 1,‘! with the designer. these drawings after •-, and will require a , for subsequent pproval. _ - to Field test and inspection by - Bureau. C305 By: Id 1 UNISYS / COMCAST CENTER 11621 EAST MARGINAL WAY S TUKWILA, WA 98168 TUKWILA FIRE DEPARTMLI. Please cati: 575-4407 and give this job 1\105--F-- 07 and exact address for shute atm cr rs-44aUcin ppcy_a FIRE SPRINKLER PLAN PERMIT NO: - JOB No: S05-37 FIRE SPRINKLER DIVISION CONTRACTOR: 7855 S 206TH STREET, KENT, WA 98032 PHONE: PHONE 253-872-7222 FAX 253-872-7277 FAX: FOUSHEE AND ASSOCIATES 425-746-1000 425-746-3737 AUTHORITY: CITY OF TUKWILA DESIGNER K WILSON SCALE: DATE: APRIL 5, 2005 REVISED 11 PLOTTED FP 1 OF 1 SCOPE OF WORK: 1. INSTALL ONE NEW CONVENTIONAL MINIMAX 2002 FIRE SUPPRESSION SYSTEM TO PROVIDE INDEPENDENT PROTECTION FOR THE SERVER ROOM. 1-1. THE FIRE SUPPRESSION SYSTEM CONTROL PANELS SHALL PROVIDE OUTPUTS FOR GENERAL ALARM & GENERAL TROUBLE TO THE EXISTING BUILDING FIRE ALARM PANEL. 1-1.1 THE OUTPUTS SHALL BE LOCATED WITHIN THE FIRE SUPPRESSION CONTROL PANEL. 1-2. THE FIRE SUPPRESSION SYSTEMS SHALL B E DESIGNED AND INSTALLED WITH THE DESIGN STANDARDS LOCATED IN THE "DESIGN STANDARDS" SECTION ON THESE DRAWINGS. 1-3. THE FIRE SUPPRESSION SYSTEMS CONTROL PANEL SHALL PROVIDE SUFFICIENT BATTERY BACKUP TO SUSTAIN 24 HOURS OF STANDBY AND 5 MINUTES OF ALARM OPERATION. 1-4. FIR760UAVENFPA 2001. REF(ERNTO WIRE CHART FOR W RE TYPE IANDNSIZ=70 ARTICLE 1-4.1 THECONDUISUPPRESSION SYSTEMS SHALL BE INSTALLED IN CORRECTLY SIZED EMT 1-4.2 A 10% MAXIMUM VOLTAGE DROP SHALL BE THE STANDARD FOR ALL SIGNAL 1 44 33 C IRC U ITS S ��p,,SS „ 1-4.4 ALL SIGNALL LOINF� UCI IRC SFALL( )•SHALL E . S„ "�" 1-4.5 ALL INITIATION DEVIL E C C UIT SHALL B C LASS B. 1-5. ALL DEVICES SHALL B E MOUNTED PER NFPA 72. 1-5.1 THE LOCATION AND SPACING OF ALL SMOKE DETECTORS SHALL BE DETERMINED UPON THEEVALUATION OFTHEGHAZARD CONDITIONSS. 1-5.2 MOUNT HES TO ETHpEL TOPL OF THEADEVIIC E gAB OVEETHE BFINIISHEDATFLLOUR48 . 1-5.3 MIH TD VIC�RACB QV G JH RF I N A GE 0T FTS�pO RETHE PCES ROTECOINC HES TO TED AREA AB OVETHE TH MIDDLE OF 1-5.4 MOU DO R LWAY THA EN RS THE PROTECTED AREA. 2. THE DI TED TIM OF THE gC TOTA SYSTEMAGENT A"M NIM al 10 SEC THE =ACTOR. THE PROTECTED AR SHALL MAINTAIN A MINIMUM 8% CONCENTRATION FOR A MINIMUM PERIOD OF 10 MIND S. p 3. ASLR DDPREVENT"IN LERA AGE OFOA� AGENT. SEALINGREA pO�P500�S SHALL B E BYN��HER��ION LEVEL 4. UPOOF HEE SYSM��M E HALLLOFgg E THE EEERFORMED I HRIAOR�10 THE FIONALLINSP UTI•QNOBYLTHE T AUTHORITY HAVIN JURISDICTION TO ENSURE PROPER OPERATION - THE SYSTEM. 5. NOIRIEA H JI RE GENERALSCONTRACTOR ANO ANY ASSOCIATED DCONTRACTORS TING WITH THE 6. NORTHWESTAWINGS TOT THE OWNERPREPRESENTATIVEI UPON PCOMPLETIONRAOF THEMPRCA SSTAN D ND 7. ALNORTHWEST FORE WmS NTRALEs REPRESATATIVES.S SHALL B E PERFORMED EY 8. ALL 120VAC DEDICATED POWER C IRC UITS CONDUIT AND WIRING SHALL B E PROVIDED BY OTHERS. 9. ALL SHUTDOWN CONDUIT AND WIRING SHALL BE PROVIDED BY OTHERS. 10. ALL DAMPER AND DUCT DETECTOR 120VAC WIRING SHALL B E PROVIDED BY OTHERS. ABBREVIATIONS T FASP FIRE SUPPRESSION CONTROL PANEL COVER SHEET, BILL OF MATERIALS AND GENERAL INFORMATION, SITE MAP FS -02 AFF ABOVE FINISHED FLOOR I_ DESCRIPTION B FF BELOW FINISHED FLOOR WP WEATHER PROOF 1 H/S HORN STROB E FIRE SUPPRESSION CONTROL PANEL S SMOKE DETECTOR 2 Backup Batteries 12Volt 8Amp Hours P MANUAL PULL BG-12LR 1 H HEAT DETECTOR 4 17120 BPS BOOSTER POWER SUPPLY y 5 SCM SUPERVISED CONTROL MODULE FIRE SUPPRESSION MAINTENANCE BYPASS SWITCH ig< MMM MINI MONITOR MODULE 1 PRE—RELEASE HORN/STROBE LP LOW PRESSURE SWITC H SR—P t DISCHARGE STROBE 1 PSF MECHANICAL CLEAN AGENT SUPPRESSION SYSTEM 11621 E MARGINAL WAY S SERVICE ROOM SEATTLE, WA 98168 DRAWING DIRECTORY SHEET #: SHEET TITLE: FS -01 COVER SHEET, BILL OF MATERIALS AND GENERAL INFORMATION, SITE MAP FS -02 FLOOR PLAN, SYSTEM LAYOUT, ELECTRICAL SCHEMATIC, CALCULATIONS 1 QTY. I_ DESCRIPTION L a 0 0 car -,s 1T71 V i._' -,o Corn ne is r�.-. -to s = - l 6 _:f r4,, r e re -G\ • 1r$ I (s;tic,us` F F P4 'zoo NOTICE A curl p!c:ted c.cm ad, I t. \w la Fire f_.:• -.C72 -1:1,==.Z• _.e -test 'i O Ra--�i sp'ta_,i . t""4 -v-• : - THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. LEGEND ITEM I PART NUMBER 1 QTY. I_ DESCRIPTION FSCP 1 17239 1 FIRE SUPPRESSION CONTROL PANEL 2 12v8ah 2 Backup Batteries 12Volt 8Amp Hours IPS 3 BG-12LR 1 FIRE SUPPRESSION MANUAL RELEASE STATION A 4 17120 1 FIRE SUPPRESSION ABORT STATION y 5 17121 1 FIRE SUPPRESSION MAINTENANCE BYPASS SWITCH ig< 6 P2R—P 1 PRE—RELEASE HORN/STROBE ►�I 7 SR—P 1 DISCHARGE STROBE ❑j 8 SSM24-6 1 RELEASE BELL ©P 9 2W—B 2 SMOKE DETECTORS 10 16911 2 RELAY MODULE (10 FORM C RELAYS) 11 914146 1 FM -200 STORAGE TANK (25.0 LBS FILL) 12 889037 1 AGENT RELEASE NOZZLE 13 17494 1 EXIT ROOM SIGNS 14 17493 1 DO NOT ENTER ROOM SIGNS SEQUENCE OF OPERATIONS 1ST ALARM ACTIVATION OF THE FIRST DETECTOR, WITHIN THE SYSTEM SHALL: A) LIGHT THE COMMON ALARM LED ON THE CONTROL PANEL. B) ACTIVATE THE BELL INSIDE THE PROTECTED SPACE. C) ILLUMINATES THE ALARM LED. D) THE ALARM RELAY WILL TRANSFER. 2ND ALARM ACTIVATION OF A SECOND DETECTOR ON THE SYSTEM SHALL: A) START THE PRE—DISCHARGE TIMER ON THE CONTROL PANEL (30 SECONDS) B) ILLUMINATES THE PRE—DISCHARGE LED. C) DE—ACTIVATE THE 1ST ALARM BELL D) ACTIVATE THE HORN/STROBE WITHIN THE PROTECTED SPACE. AGENT RELEASE AFTER THE PRE—DISCHARGE TIMER HAS BEEN EXHAUSTED, THE CLEAN AGENT WILL BE RELEASED WITHIN THE PROTECTED SPACE. A) ILLUMINATES THE DISCHARGE LED. B) ENERGIZES THE AGENT RELEASE SOLENOID. C) ACTIVATE THE RELEASE STROBE OUTSIDE THE PROTECTED SPACE. L NOTE: IF THE ABORT SWITCH IS ACTIVATED, THE PRE—DISCHARGE TIMER WILL BE STOP COUNTING DOWN. WHEN THE ABOUT IS RELEASED THE TIME WILL RESTART THE TIME FOR 30 SECONDS. IF THE THE MANUAL RELEASE IS ACTIVATED, THE SYSTEM WILL RELEASE THE CLEAN AGENT IMMEDIATELY RELEASE THE CLEAN AGENT. J STANDARD MOUNTING HEIGHT DETAIL O MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. 36'H "T" BAR CEILING I MAX. tai v0 O DIFFUSER DOOR OUTSIDE OF ROOM FIRE PANEL P] NOT LESS THAN 3'-6" NOT MORE THAN 4'-6" 1 72" BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR AP 0 • Li_>- LJ-=c—N o 12 oma •w W— C' z cn =oo�� CC O -o Z r REVISION 7 co co 1 1 al 0 z 0 N c o W 0-4°-4 ;24 (24H o DWG BY: JS ENG BY: SCALE: AS NOTED DRAWING NUMBER: 04466L 1 OF DATE: 3/29/17 PAGE: FS -01 A P 2J P ( 2A ° - existing upright & pendent sprinklers typical \�/ P new Reliable recessed pendent sprinkler <8A,6B MS IFSCPI SERVER ROOM SCALE: 3/8" = 1' 0'-5" NOT USED, INSTALL END OF UNE RESISTOR : ABORT SWITCH MANUAL RELEASE z 2W -B SMOKE DETECTOR CKT '1B' z 2W -B SMOKE DEFECTOR CKT 'A' t SSM ALARM BELL NAC 1 KEY MAIN. SW. AND CONTAINER SOLENOID: �H: 120VAC POWER G: (BY OTHERS) N� 0 z®®® �TyI Iy7� TB Our Curs TO ANN-RLY: KEY MAIN. SW.: EN 200 FLOW CALCULATIONS T STARTING NODE ENDING NODE PIPE DIAMETER PIPE LENGTH ` FLOW RATE 01 O' 1/2" 6'8" 2.76 LBS/S 0 O' 1/2" 4'2" 2.76 LBS/S 0' ( 1/2" 0'5" 2.76 LBS/S \4/ 0' 1/2" 0'2" 2.76 LBS/S 1 o0 AUX ONRSi a JP31 PWRP 0000000000 B+ B -B+ B- B+ B -B+ B- B+ B- �•ZOSE ZL,E4EZ 6E O❑ 0 113 CAC5 CLASS A CONVERTER MOD 1111.11, ❑ o SR ALARM STROBE NAC 2 z SR DISCHARGE STROBE NAC 3 0000-o® 78+ CUTE OUT4 ZE Coy _11.11, 1141IJIIIJIGt tIIIt16lIILIIIEJiI :KEY MAINTENANCE SWITCH BLDG FACP CONNECTIONS ALARMt-,-. CAC5 CLASS A CONVERTER MOD XXXXXXKX 0 0 A- b ° 0 0 CI CI 0000 0 000 H ®00000000 0 ��YYV-Ir- 0 :TROUBLE :SUPERVISORY NONC CNONC C NOWC RE.AY1 RELAY2 RELAY3 TB8 o o O 0 O 0 0 WI 44 4 1&V 12-V B BREW,/ BATMEN LOCATED AT BOROAI OF ENCLOSURE \ 07/LE I \ FOI\M ATI O\ STARTING NODE DIAMETER PART # TYPE ORIFICE SIZE # OF ORIFICES DISCHARGE TIME ENCLOSURE SERVER ROOM Discharge time = 9.8 SCALE: 3/4" = 1' NOZZEL 1 1/2" 889037 180' 0.181" 3 EI\ CL_OSU ENCLOSURE E VOLUME LENGTH WIDTH HEIGHT SERVER ROOM 9' 6' 9' VOLUME 486cu. ft. 9.8 SEC. ROOM 145 INSTALLING MAIN DISCHARGE PIPING NOTES 0 BBB BBB SS® taeere aae® agl g3 a� N-ANN-RLY NFPA 2001 Each pipe section shall be deaned internally after preparation, and before assembly by means of swabbing, utilizing a suitable nonflammable deaner. Teflon tape should be used on all threaded joints. All grooved coupling gaskets shal be lubricated per the manufacturer's specifications. The piping system should be securely supported with due allowance for agent thrust forces, thermal expansion, and contraction, and should not be subject to mechanical, chemical, vibration, or other damage. Pipe hangers shall be spaced at intervals not more than 15 feet (4.5m). Rigid pip supports are required to support the live load" of the pipe system during discharge. Rigid bradng is required at each directional change, frtting, tee and nozzle. All drops to 180 degree nozzles require back bracing in the opposite direction of discharge. Earthquake bracing shall be used where required by local code. NOTE: ANSI B31.1 shall be consulted for guidance in the matter. All system piping shall be installed in strict accordance to system plans. If piping changes are necessary, they must be recalculated by Northwest Fire Systems LLC on MINIMAX FM 200 Flow Calculation Software. BATTERY CALCULATIONS 4COMPONENTS QTY. 0.11100 AMPS 4\ STANDBY CURRENT ALARM CURRENT MX -2002 (FSCP) 1 STANDBY AMP HOUR TOTAL = 0.09500A 0.22100A ANN-RLY CARD 1 0.69180 AMPS 0.01500A 0.07500A SYSTEM RELAYS 3 ALARM AMP HOUR TOTAL = 0.00000A 0.00000A SLC DEVICES STANDBY AMP -HOURS REQUIRED = SUPERVISORY CURRENT ALARM CURRENT ALARM AMP -HOURS REQUIRED = 2W -B SMOKE DET. 2 0.00050A 0.13000A 0.00100A 0.26000A BG-12LR PULL 1 0.00000A 0.00000A 0.00000A 0.00000A ABORT STATION 1 0.00000A 0.00000A 0.00000A 0.00000A STANDBY CURRENT ALARM CURRENT NAC CKT 1 0.00A 0.03110A 0.00000A 0.03110A NAC CKT 2 0.00A 0.01070A 0.00000A 0.01070A NAC CKT 3 0.00A 0.09400A 0.00000A 0.09400A t ,-,-.1- A 1 (1 4 4 4 r (1 A (1 C !1 4 0 r A J WI -\)E GUIDE INDENTIFIER DESCRIPTION WIRE TYPE A 1 INITIATING CIRCUIT 16AWG THHN NOTIFICATION CIRCUIT 14AWG THHN MECHANICAL INSTALLATION NOTES 1. Tanks, brackets, piping, nozzles, ect., are to be surface mounted and exposed. Exceptions are: above "dorp-in" false ceiling tiles, where specifically shown or labeled on these drawings. 2. All pipe dimensions are measured from centerline of fittings to centerline of fittings. 3. All pipe directions, lengths, sizes, and fittings will change the calculated hydraulic flow. Any changes shall require securement of NorthWest Fire Systems LLC approval to assure proper FM -200 flow and discharge characteristics. 4. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. 5. Materials - A. Pipe: Black or galvanized steel pipe shall be either ASTM A-53 seamless or ASTM A-106, grade A,B or C. B. Fittings: Malleable iron 3001b. dass suitable fore the material being used. Screwed fittings may be of malleable iron 300 Ib. calls only - ASTM A-197; ductable iron 300 Ib. only - ASTM A-395; or steel - ASTM A-234. 6. Threaded connections - use Teflon tape and apply to male threads only. 7. All pipe and fittings are to be reamed, blown dean and thoroughly deaned with appropriate solvent to remove mill varnish, chips, and cutting oil before assembly. 8. IMPORTANT: Piping to be rigidly supported by UL approved hangers. 9. CAUTION: FM -200 tanks must be located within a temperature range of: +32° F to +130° F. Do not locate the FM -200 container where it may be subject to damage. 10. All devices and equipment shall be of the make and type listed by U.L. and /or approved by F.M. 11. FM -200 cylinder assemblies shall be of the manufacturer's standard capacity and filled per requirements of NFPA 2001. 12. Filling of the tank assembly shall be by a factory authorized, U.L. listed filling station. 13. Nameplates indicating the manufacturer's name, part number, agent fill weight, total charged weight, date of initial fill, and U.L. listed fill station code shall be bonded to each tank. 14. Discharge nozzles shall be as computer calculated, if part of a pre-engineered system. The nozzles will produce an approximate 180 degree, or 360 degree pattern and must be properly oriented or aimed. J ca taa ori Zi y.r cava eft4 REVISION SUBMITTAL DRAWINGS as Ln Ln (1) ti 0 z 0 N { °-4 c:4 z DWG BY: JS ENG BY: - sum: AS NOTED DRAWING NUMBER: 04466L OF DATE: 3/29/17 PAGE: FS -02 TOTAL STANDBY CURRENT DRAW = 0.11100 AMPS 4\ X STANDBY TIME 24 HOURS STANDBY AMP HOUR TOTAL = 2.66400 AH TOTAL ALARM CURRENT DRAW = 0.69180 AMPS X ALARM TIME 0.083 HOURS ALARM AMP HOUR TOTAL = 0.05742 AH STANDBY AMP -HOURS REQUIRED = 2.66400 AH ALARM AMP -HOURS REQUIRED = 0.05742 AH TOTAL AH REQUIRED = 2.72142 AH X DE -RATING FACTOR 1.20 (20%) MINIMUM BATTERY SIZE NEEDED: 3.26571 AH ` Al (1 TC. (1 (10 Z I (111 AI C` C 1 I1AII 1T=C' (NC Al ASAI T11.AC J WI -\)E GUIDE INDENTIFIER DESCRIPTION WIRE TYPE A 1 INITIATING CIRCUIT 16AWG THHN NOTIFICATION CIRCUIT 14AWG THHN MECHANICAL INSTALLATION NOTES 1. Tanks, brackets, piping, nozzles, ect., are to be surface mounted and exposed. Exceptions are: above "dorp-in" false ceiling tiles, where specifically shown or labeled on these drawings. 2. All pipe dimensions are measured from centerline of fittings to centerline of fittings. 3. All pipe directions, lengths, sizes, and fittings will change the calculated hydraulic flow. Any changes shall require securement of NorthWest Fire Systems LLC approval to assure proper FM -200 flow and discharge characteristics. 4. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. 5. Materials - A. Pipe: Black or galvanized steel pipe shall be either ASTM A-53 seamless or ASTM A-106, grade A,B or C. B. Fittings: Malleable iron 3001b. dass suitable fore the material being used. Screwed fittings may be of malleable iron 300 Ib. calls only - ASTM A-197; ductable iron 300 Ib. only - ASTM A-395; or steel - ASTM A-234. 6. Threaded connections - use Teflon tape and apply to male threads only. 7. All pipe and fittings are to be reamed, blown dean and thoroughly deaned with appropriate solvent to remove mill varnish, chips, and cutting oil before assembly. 8. IMPORTANT: Piping to be rigidly supported by UL approved hangers. 9. CAUTION: FM -200 tanks must be located within a temperature range of: +32° F to +130° F. Do not locate the FM -200 container where it may be subject to damage. 10. All devices and equipment shall be of the make and type listed by U.L. and /or approved by F.M. 11. FM -200 cylinder assemblies shall be of the manufacturer's standard capacity and filled per requirements of NFPA 2001. 12. Filling of the tank assembly shall be by a factory authorized, U.L. listed filling station. 13. Nameplates indicating the manufacturer's name, part number, agent fill weight, total charged weight, date of initial fill, and U.L. listed fill station code shall be bonded to each tank. 14. Discharge nozzles shall be as computer calculated, if part of a pre-engineered system. The nozzles will produce an approximate 180 degree, or 360 degree pattern and must be properly oriented or aimed. J ca taa ori Zi y.r cava eft4 REVISION SUBMITTAL DRAWINGS as Ln Ln (1) ti 0 z 0 N { °-4 c:4 z DWG BY: JS ENG BY: - sum: AS NOTED DRAWING NUMBER: 04466L OF DATE: 3/29/17 PAGE: FS -02 23" P —•K 8" Tali T CONTROL. PANEL (except for R400 01 = C nbale ltNYq SCHAQ flRCaVED OUTLET rt WATER WLET GROOVED Olid. s J. Dimensions are nominal and may vary ±W. a a I 1-1/2"x 1-1/4" gry red coup System Cabinets with canto! panel Weight (lin) Weight (Kg) System Description 1W Preaction cabinet tI 475 215 SS ABCD E FM H J K L IA N P 0 R S T U V W, 1 Y 2' 1'/x' 7' 23' 25' 77W 4' $%' 11W 13% 3W 2Y4" 2% r 11W 37W 44% 47Yi 27' 43° 50)6' SYSTEMS WEIGHTS Cabinets with canto! panel Weight (lin) Weight (Kg) System Description 1W Preaction cabinet tI 475 215 pre action sprinkler system diminsions NO SCALE t,re Yr! tt('r=?r Tsa,t Complete Of Jackson Dan Cori tructto'1 FSC lnclustr=a? Supply AREA OF WORK SGS GI ice 4 11621 East Marginal Way South VICINITY PLAN double interlock pre action sprinkler system In a fire condition, when the detection system operates, system releasing control panel energizes solenoid valve (FI) open. Alarms activate, but the deluge valve will NOT open until a sprinkler opens relieving supervisory pressure from the sprinkler system. When a sprinkler opens, supervisory pressure in the sprinkler piping is reduced causing the pneumatic actuator (F3) to open. Pressure is released from the priming chamber of the deluge valve (Al) to the open drain manifold faster than it is supplied through the restricted orifice (B3). The deluge valva clapper opens to allow water to flow into the system piping and alarm devices, causing the alarm pressure switch (C1) and optional water motor alarm (C2) to activate. Water will flow from any open sprinklers and/or other opening in the sprinkler piping. When the deluge valve operates, the sensing end of the PORV (B9) is pressurized, causing the PORV to open. When the PORV opens, it drains the priming water pressure to the priming chamber, preventing the deluge valve (Al) from resetting, even if the open releasing devices close. The deluge valve can only be reset after the system is taken out of service, and the outlet chamber of the deluge valve and associated trim piping is depressurized and drained. Activation by open sprinkler and smoke detector or manual pull station. Release panel for FM200 system to be utilized Release panel suppied by FM200 contract is listed for both the FM200 and the solenoid valve Cabinet with main components - Configuration with releasing control panel, shown with air style NA" Optional Air Ccmpress°r Incl ling Switch — 0r.46c.naI Air Cc= a rc so (bchind Control Pavel Release Solenoid Disconnect Switch —r to floor drain Cable Entry Junction box TBA & TBB Relasa Control Panel FM200 PANEL USED Riser Outlet to Sprinklers Network Riser Check Valve Stra!gnt throu Deluge Valve Water Supp'_y Control Valve Drain Outlet (either ide) Water Inlet (either side) supply`on right side / drauion~1.eft side FireFlex TotalPac 3 pre action sprinkler system equipment NO SCALE SEE SUBMITTAL BROCHURE FOR ADDITIONAL INFORMATION 1 existing upright typical • _- _ pendent sprinkl rs remove existing pendnt sprinkler elated -piping server room 1 new Reliable recessed`pend & Reliable upright sprinkler 1/4' supply 1- 1' O uprig ht ntSp inkier 2" x 1-1/4" mechanical tee TotalPac 3 Cabinet REDUCING COUPLING 2" 3/8" MIN 1" MAX # 0 RELIABLE QUICK RESPONSE RECESSED PENDENT MODEL F1FR 1/2" 200° RA3615 QUANTITY: 1 server room sprinkler piping plan �\ 1/4" = 1'-0" GENERAL NOTES 11111 0 2' 4' 8' 12' SCOPE OF WORK: REMOVE EXISTING SERVER ROOM PENDENT SPRINKLER AND RELATED PIPING AND ADD DOUBLE INTERLOCK PRE ACTION SYSTEM AND PENDENT SPRINKLER FOR SERVER ROOM 0 RELIABLE QUICK RESPONSE BRASS UPRIGHT MODEL F1FR 1/2" 200° RA3625 QUANTITY: 1 1) SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2013 2) ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3) ORDINARY HAZARD OCCUPANCY. 130 SF PER SPRINKLER MAX 4) NEW PIPING TO BE SCHEDULE 40 5) FM200 SYSTEM ALSO PROVIDED FOR SERVER ROOM - NOT IN THIS CONTRACT 6) OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. IN ALL AREAS WITH WATER FILLED FIRE SPRINKLER PIPING. INSULATION INSTALLED TO MAINTAIN THIS TEMPERATURE (SUCH AS ATTICS, CEILINGS AND AT WALLS) SHALL BE LOCATED ON THE COLD SIDE OF THE PIPE ONLY WITH NO INSULATION ON THE WARM SIDE OF THE PIPE FACING THE HEATED INTERIOR. 7) FIRE ALARM SYSTEM DEVICES, INSTALLATION OR MONITORING IS NOT INCLUDED IN THIS CONTRACT (DONE BY OTHERS) 8) NORTHWEST FIRE SYSTEMS ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY OTHER WATER OR FIRE PROTECTION SYSTEM(S) ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY NORTHWEST FIRE SYSTEMS UNDER THE SPECIFIC SCOPE OF OF THIS CONTRACT. 9) OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2014 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S). SERVER ROOM PRE ACTION SYSTEM j WASHINGTON STATE PI s CERTIFICATE OF COMPETENCY • a FIRE PROTECTION SPRINKLER SYSTEMS ■ : Jeffrey David Johnson is i 71915.1015-C • Northwest Fire Systems_ LLC. ; . NCi,�F�328CR i a a3 3c?- 7 • Wn ineJb rag , eon ‹Trip GENERAL LEGEND -1 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. 4 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE RESERVED. ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. REV DATE BY DESCRIPTION v PENDENT SPRINKLER STYLES 11 PENDENT WITH SEMI -RECESSED ESCUTCHEON v D Saving Lives Protecting Property PSF MECHANICAL 11621 East Marginal Way South Tukwila, WA 98168 Date: 03/2017 Drawn By: G.B. Checked By: NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 0 .206.772.7502 F .206.772.7504 WWW.NWFIRESYSTEMS.COM LICENSE #NORTHFS928CR Scale: as noted Job #: 04474C 1 of 1 SCOPE OF WORK: 1. INSTALL ONE NEW CONVENTIONAL MINIMAX 2002 FIRE SUPPRESSION SYSTEM TO PROVIDE INDEPENDENT PROTECTION FOR THE SERVER ROOM. 1-1. THE FIRE SUPPRESSION SYSTEM CONTROL PANELS SHALL PROVIDE OUTPUTS FOR GENERAL ALARM Sc GENERAL TROUBLE TO THE EXISTING BUILDING FIRE ALARM PANEL. 1-1.1 THE OUTPUTS SHALL BE LOCATED WITHIN THE FIRE SUPPRESSION CONTROL PANEL. 1-2. THE FIRE SUPPRESSION SYSTEMS SHALL BE DESIGNED AND INSTALLED WITH THE DESIGN STANDARDS LOCATED IN THE "DESIGN STANDARDS" SECTION ON THESE DRAWINGS. 1-3. THE FIRE SUPPRESSION SYSTEMS CONTROL PANEL SHALL PROVIDE SUFFICIENT BATTERY BACKUP TO SUSTAIN 24 HOURS OF STANDBY AND 5 MINUTES OF ALARM OPERATION.SSppRRSS''op S W�� G ALL g E ACC p W 1-4. FIRE60UANDENFPA 2001 EM REFERNTO WIRE C HAFT FOR OWIKERQA TYPE IANDN SPL 70 ARTICLE 1-4.1 THE FIIRF�,$IUPPRESSION SYSTEMS SHALL BE INSTALLED IN CORRECTLY SIZED EMT 1-4.2 A 10 MAuuXITMUM VOLTAGE DROP SHALL BE THE STANDARD FOR ALL SIGNAL ALLLL II NALTCC'I UCI Re UI L SBL CSH S ”NE'' ' " 1 -�.5 ALL mi IATION EVIL E CC�IT )SHALL B C LASS "Bw . 1-5. ALL DEVICES SHALL BE MOUNTED PER NFPA 72. 1-5.1 THE LOCATION AND SPACING OF ALL SMOKE DETECTORS SHALL BE DETERMINEDLLUPON E THE SEEVALUATION OFp THE HAZARD TCONDITIONS. 1-5.2 MO 48 INC HESL TO ETHEL TOPL OF THEA DEVICE ABOVEETHE FINISH TFLLOOR. 1-5.3 1-5.4 MOH-ITD LLC SAB A CIE GRH B s" TL O E���HE PRES 80 IN HES TO OTECTED AREA ABOVEETHE MIDDLE OF DO W Y HA EN RS HE PROS TED AREA. 2. THEAOTECTED HVOE LU 0 ESI'-ALLEB OOT LLOOINT D IN ATEM A M NlmUM 8% CONCENTRATIONCA10 SECONDS OR LESS. HE IT E P C -EDA SHALL8% CONCENTRATION MINIMUM PERIOD 0 10 MIND . 3. AXND POREVENTDLIEAKAG-I a AG EN?. SEALLNG�� �UOO S HDAL O B E OYN HERS�ION LEVEL 4. U AUTHOR llitE Y AVING ULR SD CTION, TO EN URE PRDOPER OPERATION 'O IL�EO� YSEST A SS SSTTEE SHALL, ERESPONSIBLE p ppR II qq EE LLTTEE 5. N LOCALEA.H �., GENERALISC ON I FACTOAND NASSOC IATED DCNONTRA;TORSSTING WITH THE 6. NO HOP DRAWINGSSTOT THE OW NERPRwavNTATINEI NipoReoar,,k TIDNRANTHE PROJECT ND 7. ALORTHWEST F RE AMTEMS ORT THEIRAREPR ltNIIATIVESS SHALL BE PERFORMED BY 8. ALL 120VAC DEDICATED POWER CIRCUITS CONDUIT AND WIRING SHALL BE PROVIDED BY OTHERS. 9. ALL SHUTDOWN CONDUIT AND WIRING SHALL BE PROVIDED BY OTHERS. 10. ALL DAMPER AND DUCT DETECTOR 120VAC WIRING SHALL BE PROVIDED BY OTHERS. 11. THE BUILDING FACP WILL MONITOR AND CONTROL THE NEW DOUBLE INTERLOCK PRE -ACTION SYSTEM. INSTALLED BY OTHERS. 11-1. THE FIRE SUPPRESSION SYSTEM CONTROL PANEL SHALL PROVIDE ALARM SIGNALS TO THE PRE -ACTION CONTROL MODULES. THIS ENSURES THE PRE -ACTION IS ACTIVATED ONLY WHEN A FIRE IS PRESENT IN THE PROTECTED SPACE. ABBREVIATIONS PSF MECHANICAL CLEAN AGENT SUPPRESSION SYSTEM 11621 E MARGINAL WAY S SERVICE ROOM SEATTLE, WA 98168 REVISION 1 DRAWING DIRECTORY SHEET #: SHEET TITLE: FASP FIRE SUPPRESSION CONTROL PANEL COVER SHEET, BILL OF MATERIALS AND GENERAL INFORMATION, SITE MAP FS -02 AFF ABOVE FINISHED FLOOR ITEM 1 PART NUMBER BFF BELOW FINISHED FLOOR 1 DESCRIPTION WP WEATHER PROOF H/S HORN STROBE S SMOKE DETECTOR 1 17239 P MANUAL PULL FIRE SUPPRESSION CONTROL PANEL H HEAT DETECTOR 12v8ah BPS BOOSTER POWER SUPPLY P SCM SUPERVISED CONTROL MODULE 1 MMM MINI MONITOR MODULE A 4 LP LOW PRESSURE SWITCH 1 FIRE SUPPRESSION ABORT STATION FACP FIRE ALARM CONTROL PANEL 5 17121 FSCP FIRE SUPPRESSION CONTROL PANEL FIRE SUPPRESSION MAINTENANCE BYPASS SWITCH V ig< l PSF MECHANICAL CLEAN AGENT SUPPRESSION SYSTEM 11621 E MARGINAL WAY S SERVICE ROOM SEATTLE, WA 98168 REVISION 1 DRAWING DIRECTORY SHEET #: SHEET TITLE: FS -01 COVER SHEET, BILL OF MATERIALS AND GENERAL INFORMATION, SITE MAP FS -02 FLOOR PLAN, SYSTEM LAYOUT, ELECTRICAL SCHEMATIC, CALCULATIONS LEGEND ITEM 1 PART NUMBER --71 A FIRE DEPART J - all 206-57547 and give this Fire o it No. and Exact cddr= for shut- down or Widen app`o J. �❑7 Wit Co nm€ nom? As NS:te 1 in Re ❑ Per ' : !P 11i.: S., I Letter These plans have been revidaitied by Me Tukwila Pre Prevention Bureau for conform .e wet curt City t_ndards. Acceptnce is subject to'"ors and � fl e vo1 =;--r� of adopted �i'i;SS'.C:i� which do not �t:t`I'14fi�- �CL;'Yi%'� - standards and ordinances- The respor,sViity for the adequacy of design rests totally'Mtn the oe ner. Ac dltions, deletions or revisions to ;ems drawings after tills date void void this acceptance and will it -quire a r sut/mittal of revised drawings for subseqient approval, y n.al acceptance is Iubject to field test and inspection by The Tukwila Fire prevention Bureau. Date: {t t--711 Bv: pm 5 t Acreni-lor (oh (( 1 a z nvtvd,�s THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. LEGEND ITEM 1 PART NUMBER 1 QTY. 1 DESCRIPTION FSCP 1 17239 1 FIRE SUPPRESSION CONTROL PANEL 2 12v8ah 2 Backup Batteries 12Volt 8Amp Hours P 3 BG-12LR 1 FIRE SUPPRESSION MANUAL RELEASE STATION A 4 17120 1 FIRE SUPPRESSION ABORT STATION • 5 17121 1 FIRE SUPPRESSION MAINTENANCE BYPASS SWITCH ig< 6 P2R-P 1 PRE-RELEASE HORN/STROBE 1i1 7 SR -P 1 DISCHARGE STROBE 11 8 SSM24-6 1 RELEASE BELL ©P 9 2W -B 2 SMOKE DETECTORS 10 16911 2 RELAY MODULE (10 FORM C RELAYS) 11 914146 1 FM -200 STORAGE TANK (25.0 LBS FILL) 12 889037 1 AGENT RELEASE NOZZLE 13 17494 1 EXIT ROOM SIGNS 49 v v v 1 DOvNOT ENTER RO15MySI NS CT2 15 SIGA-CT2 3 DUAL MONITOR MODULE (EDWARDS) (BLDG. FACP) -‘' REL 16 SIGA-REL 1 PRE -ACTION RELEASING MODULE (EDWARDS) (BLDG. FACP) , SEQUENCE OF OPERATIONS 1ST ALARM ACTIVATION OF THE FIRST DETECTOR, WITHIN THE SYSTEM SHALL: A) LIGHT THE COMMON ALARM LED ON THE CONTROL PANEL. B) ACTIVATE THE BELL INSIDE THE PROTECTED SPACE. C) ILLUMINATES THE ALARM LED. D) THE ALARM RELAY WILL TRANSFER. E) ACTIVATE THE PRE -ACTION CONTROL MODULE ENERGIZING THE PRE -ACTION SOLENOID. (THE PRE -ACTION SYSTEM MUST HAVE AN OPEN SPRINKLER HEAD TO RELEASE WATER) F) SEND THE ALARM CONDITION TO THE BUILDING FACP. 2ND ALARM ACTIVATION OF A SECOND DETECTOR ON THE SYSTEM SHALL: A) START THE PRE -DISCHARGE --TIMER ON THE CONTROL PANEL (30 SECONDS) B) ILLUMINATES THE PRE -DISCHARGE LED. -- C) C DE -ACTIVATE THE 1ST ALARM BELL D) ACTIVATE THE HORN/STROBE WITHIN THE PROTECTED SPACE. AGENT RELEASE AFTER THE PRE -DISCHARGE TIMER HAS BEEN EXHAUSTED, THE CLEAN AGENT WILL BE RELEASED WITHIN THE PROTECTED SPACE. A) ILLUMINATES THE DISCHARGE LED. B) ENERGIZES THE AGENT RELEASE SOLENOID. C ACTIVATE THE RELEASE STROBE OUTSIDE THE PROTECTED SPACE. PRE -ACTION RELEASE THE DOUBLE INTERLOCK PRE -ACTION SYSTEM WILL RELEASE WATER UPON TWO CONDITIONS. 1. LOW AIR PRESSURE AND 2. ALARM SIGNAL FROM THE FSCP A) SYSTEM LOW AIR ACTIVATES SUPERVISORY SIGNAL ON BLDG. FACP. B) SYSTEM TAMPER VALVE SHUT ACTIVATES SUPERVISORY SIGNAL ON BLDG. FACP. C) SYSTEM WATER FLOW ACTIVATES ALARM SIGNAL ON BLDG. FACP. NOTE: IF THE ABORT SWITCH IS ACTIVATED, THE PRE -DISCHARGE TIMER WILL BE STOP COUNTING DOWN. WHEN THE ABOUT IS RELEASED THE TIME WILL RESTART THE TIME FOR 30 SECONDS. IF THE THE MANUAL RELEASE IS ACTIVATED, THE SYSTEM WILL RELEASE THE CLEAN AGENT IMMEDIATELY RELEASE THE CLEAN AGENT. STANDARD MOUNTING HEIGHT DETAIL OO MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. 36" I "T" BAR CEILING I MAX. DIFFUSER DOOR OUTSIDE OF ROOM FIRE PANEL n NOT LESS THAN 3'-6" NOT MORE THAN 4'-6" 1 72" BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR f w y., cla 0 x�rgig P14r aW� w a CQw WCOCn w CO O W c•O°)o z o 00 � E- >- W o w 1,100 N z cn • z Ioo�� �LoO Z N 0 C SUBMITTAL DRAWINGS u) J 0 2 O a w ti 0 z 0 N K) DWG BY: JS ENG BY: - SCALE: AS NOTED DRAWING NUMBER: 04466L OF DATE: 3/29/17 PAGE: FS -01 ° - existing upright & pendent sprinklers typical /0\ A P (2A new Reliable recessed pendent sprinkler MSO' <2BY jFSCP CT2 REL 0 I 0 SERVER ROOM SCALE: 3/8" =1' NOT USED, INSTALL END OF UNE RESISTOR ABORT SWITCH MANUAL RELEASE 2W -B SMOKE DETECTOR CKT -B-s 2W-8 SMOKE DETECTOR CKT -A-s SSM ALARM BELL NAC 1 KEY MAIN. SW. AND CONTAINER SOLENOID {H2 120VAC POWER Gs (BY OTHERS) N?- TO REL MODULE KEY MAIN. SW. t TB 0000 Bea _a+� 0 our, OUT2 °llyH gaCAC5 CLASS A CONVERTER MOD -eeeeeeeeea ge TB48+B-B ;c Sc 3 4 5�£R ry = Ell 00 AUX lllnit, [1P31NONRST "RP D �o Lfl 0 OUTS OUT4 0 ,llnll, ,llnll, SR ALARM STROBE NAC 2 SR DISCHARGE STROBE NAC 3 'KEY MAINTENANCE SWITCH ®®®®ea TDB ZONE 8 ply Ip6F l pLpl I ;I tplt I plq I Olt 0,1 WONC C NONC C NONC C MAY RE AY2 RaAY3 CAC5 CLASS A CONVERTER MOD XXKXXXXX o o0 0 0 0a 0000 0 44 FE 12-v 12-V Bawl Battery BATTERIES LOCATED AT BOTTOM OF ENCLOSURE. 200 FLOW CAL_CU L_ATI O\ S lSTARTING NODE ENDING NODE PIPE DIAMETER PIPE LENGTH FLOW RATE 11 Q2 1/2" 6'8" 2.76 LBS/S 02 Q3 1/2" 0'3" 2.76 LBS/S C3 (4 1/2" 0'8" 2.76 LBS/S (4% t5 1/2" 0'2" 2.76 LBS/S t \07/LE I \ F -O -M ATI OIN STARTING NODE NOZZEL 1 DIAMETER PART # TYPE ORIFICE SIZE # OF ORIFICES DISCHARGE TIME ENCLOSURE 1 /2" 889037 360' 0.181" 6 9.8 SEC. SERVER RM SERVER ROOM Discharge time = 9.8 SCALE: 3/4" = 1' EENCLOSURE SERVER ROOM ENCL_OSU VO L_ U M F LENGTH WIDTH HEIGHT 9' 6' 9' VOLUME 486cu. ft. ANN -BUS 0 000 H 0 WISE GUIDE INDENTIFIER DESCRIPTION WIRE TYP E A INITIATING CIRCUIT 16AWG THHN B NOTIFICATION CIRCUIT 14AWG THHN INSTALLING MAIN DISCHARGE PIPING NOTES NFPA 2001 Each pipe section shall be deaned internally after preparation, and before assembly by means of swabbing, utilizing a suitable nonflammable deaner. Teflon tape should be used on all threaded joints. All grooved coupling gaskets shal be lubricated per the manufacturer's specifications. The piping system should be securely supported with due allowance for agent thrust forces, thermal expansion, and contraction, and should not be subject to mechanical, chemical, vibration, or other damage. Pipe hangers shall be spaced at intervals not more than 15 feet (4.5m). Rigid pip supports are required to support the live load" of the pipe system during discharge. Rigid bracing is required at each directional change, fitting, tee and nozzle. All drops to 180 degree nozzles require back bracing in the opposite direction of discharge. Earthquake bracing shall be used where required by local code. NOTE: ANSI B31.1 shall be consulted for guidance in the matter. All system piping shall be installed in strict accordance to system plans. If piping changes are necessary, they must be recalculated by Northwest Fire Systems LLC on MINIMAX FM -200 Flow Calculation Software. f BATTERY CALCULATIONS T COMPONENTS QTY. 0.11100 AMPS X STANDBY TIME STANDBY CURRENT ALARM CURRENT MX -2002 (FSCP) 1 2.66400 AH TOTAL ALARM CURRENT DRAW = 0.09500A 0.22100A ANN-RLY CARD 1 0.083 HOURS ALARM AMP HOUR TOTAL = 0.01500A 0.07500A SYSTEM RELAYS 3 2.66400 AH ALARM AMP -HOURS REQUIRED = 0.00000A 0.00000A SLC DEVICES SUPERVISORY CURRENT ALARM CURRENT 1.20 (20%) 2W -B SMOKE DET. 2 0.00050A 0.13000A 0.00100A 0.26000A BG-12LR PULL 1 0.00000A 0.00000A 0.00000A 0.00000A ABORT STATION 1 0.00000A 0.00000A 0.00000A 0.00000A STANDBY CURRENT - ALARM CURRENT NAC CKT 1 0.00A 0.03110A 0.00000A 0.03110A NAC CKT 2 0.00A 0.01070A 0.00000A 0.01070A NAC CKT 3 0.00A 0.09400A 0.00000A 0.09400A % m„.. TOTAL STANDBY CURRENT DRAW = 0.11100 AMPS X STANDBY TIME 24 HOURS STANDBY AMP HOUR TOTAL = 2.66400 AH TOTAL ALARM CURRENT DRAW = 0.69180 AMPS X ALARM TIME 0.083 HOURS ALARM AMP HOUR TOTAL = 0.05742 AH STANDBY AMP -HOURS REQUIRED = 2.66400 AH ALARM AMP -HOURS REQUIRED = 0.05742 AH TOTAL AH REQUIRED = 2.72142 AH X DE -RATING FACTOR 1.20 (20%) MINIMUM BATTERY SIZE NEEDED: 3.26571 AH AI/ITC. r no =NIlAl C LAIkII ITCC (1C AI AMA -FRAC MECHANICAL INSTALLATION NOTES _) 1. Tanks, brackets, piping, nozzles, ect., are to be surface mounted and exposed. Exceptions are: above "dory -in" false ceiling tiles, where specifically shown or labeled on these drawings. 2. All pipe dimensions are measured from centerline of fittings to centerline of fittings. 3. All pipe directions, lengths, sizes, and fittings will change the calculated hydraulic flow. Any changes shall require securement of NorthWest Fire Systems LLC approval to assure proper FM -200 flow and discharge characteristics. 4. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. 5. Materials - A. Pipe: Black or galvanized steel pipe shall be either ASTM A-53 seamless or ASTM A-106, grade A,B or C. B. Fittings: Malleable iron 300Ib. dass suitable fore the material being used. Screwed fittings may be of malleable iron 300 Ib. calls only - ASTM A-197; dutiable iron 300 Ib. only - ASTM A-395; or steel - ASTM A-234. 6. Threaded connections - use Teflon tape and apply to male threads only. 7. All pipe and fittings are to be reamed, blown dean and thoroughly deaned with appropriate solvent to remove mill vamish, chips, and cutting oil before assembly. 8. IMPORTANT: Piping to be rigidly supported by UL approved hangers. 9. CAUTION: FM -200 tanks must be located within a temperature range of. +32° F to +130° F. Do not locate the FM -200 container where ft may be subject to damage. 10. All devices and equipment shall be of the make and type listed by U.L. and /or approved by F.M. 11. FM -200 cylinder assemblies shall be of the manufacturer's standard capacity and filled per requirements of NFPA 2001. 12. Filling of the tank assembly shall be by a factory authorized, U.L. listed filling station. 13. Nameplates Indicating the manufacturer's name, part number, agent fill weight, total charged weight, date of initial fill, and U.L. listed fill station code shall be bonded to each tank. 14. Discharge nozzles shall be as computer calculated, if part of a pre-engineered system. The nozzles will produce an approximate 180 degree, or 360 degree pattern and must be properly oriented or aimed. CNI d - W �o g (NI �hOin ♦� ^) v,L0co W "U) .• Li L- CC U LJJJ LL = N u] cz Cf)' w °(n 111%-(NNz z Ioo�� CC 0co Z REVISION SUBMITTAL DRAWINGS ADDED PRE -ACTION MODULES x w 1n 0) A 0 z 0 N) Q 0 DWG BY: JS ENG BY: SCALE: AS NOTED DRAWING NUMBER: 04466L OF DATE: 3/29/317 PAGE: FS -02