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HomeMy WebLinkAboutPP - 16870 SOUTHCENTER PKWY - DR PATRICIA JITODAI - PERMITS AND PLANS16870 SOUTHCENTER PKWY ASSOCIATED PERMITS 12-F-064 12-S-061 12-S-052 93-S-043 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 King Co. Assessor's Tax No.: Site Address: 1643 O ,, LAALOI --t. P«.v-I`., ,Y / Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: -Qe Kt �k Day Telephone: (Z) 3S' I2-6 8 Company Name: Sc�Lnr Mailing Address: I�3 kc.k �� SSe q (r ifr( E-mail Address: rk t'i�e C �uc¢v�dl�ce onS�C �y t,� r+-% Fax Number: <if / cg13y C2-o6)37IcC g Valuation of Project (contractor's bid price): $ '1 , IV 0 Scope of Work (please provide detailed information): Rddt\ si"e— Alo4 0-, &Lev' 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: Print Name: Poede.4-F }Me Plan Permit App.doc Date: // /Z Day Telephone: ( 7G) 3S -c 126e 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Dr. Patricia Jitodai 16870 Southcenter Py Permit No.: 12-S-061 Date: April 2, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. NIUTNWEST HIKE SYSTEMS Seelig lives. Protecting Property March 21, 2012 Al Metzler Tukwila Fire Dept. 444 Andover Park East Tukwila, WA 98188 Project Name: Dr. Patricia Jitodai Address: 16870 Southcenter Pkwy Tukwila, WA 98188 Dear Al, TUKWILA FIPE DEPARTMENT Please casi 205-575-4407 and give this Fife Permit No. - bS7 and exact addmss for shut- down hutdown or re_:'a:fr aeon approval. FILE COPY Please accept this formal request for permission of system shut -down for the following scope of work: • Demolition of lines and pendent sprinkle heads within dropped ceiling areas only after ACT ceiling structure has been removed. • Note: Upright protection in the space will not be compromised and the building will be protected by the sprinkler system at all times. This is a formal request for shut -down authorization for the above-mentioned scope of work. Please from the proper shut -down number and any other instructions for the proper completion of scope of work so that local codes are upheld. Sincerely, (4, Aaron Potter Service Manager Northwest Fire Systems 3315 South 116th St - Ste 115, Tukwila, WA 98168 • office: 206.772.7502 • Fax: 206.772.7504 • www.nwfiresystems.com co O 0 0 A 'Sy I��it "'��lah \A c.ett.►t•.1t. As 62, 4 CW.P \1'C-,ta % \ N.] yrNa wr\u__ Oxls--rIUr, St i'Ep Mrlr I.]ElJ ax tv\-r 0 r l(� f leR' ,rte-\ ?.1 n { c LAC\±r 0 SFR! SCALE: > • • • 1-1 A9 c iNc.it 1C,; ivi►lr\e•-( 1-\fs '2 Wz CAS "1, F*) I tZTt LV.NS 14EtA) 1 14 �.: "Tb x _ !�J Et4 rov,1�'- ooh ; :. w 3/S' E7457 D , 3/43 1 c, AI -10 t'• ?"t-Ffr vs is r f WITHOUT COMMENTS. o AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or re✓isions to these drawings after this date will voi:! this acs- )tame and will require a resubmitt..l of revised drawings. Fin 1 ;tan is sTi;ect to field - ins ; ; • a rer,r esentative of this DATE 1 V.. 3 BY: (75X 522:7 ..... CITY OF TUKWILA 575-440/ Michael 3alsley 533-7 7_7 proj�.;.t Information: L u.,ation: V.+tter: Tenant: Parkway Square 16864 Southcenter Parkway Tukwila, WA 98133 Hillman Powell Co. P.O. Box 97070 Kirkland, WA 98083 Contact: Fran Michie Contractor: Mike Brehm Brehm Construction 21505 52nd Place W fvlountlake Terrace, WA 98043 (206)771-2083 «MIKEBGC101 KP C,nstruction Type: V -N Occupancy Group: B-2 Square Footage: 1400 SF (.0E-2 ,-,Po Pvrcel #: 262304-9129-06 Legal Description: Parcels III and IV of Boundary Line adjustment No. BLA-3.79 iecorded.under Fiecoru,Ig I'.o. 790: ;80861, being a revision of Short Plat No. 77-51 recorded under Recordir 0 No. 7710-:36634, Records of King County, being a short plat of that portion of the Southeast 1/4 of the Nonhw ist 1/4 of Section 26, Township 23, Range 4 East, W.M., in King.County,. Wasiiingtun, described as follows: Beginning at the monumented intersection of the centerlines of Southcenter Park„_.y t;,7th Avenue S.) and Strander Boulevard (South 164th Street); thence South . 69o45 E:J” East along the monumented centerline of said Strander Boulevard, a distance of 425.05 tett: thence South 0o25'58" East parallel with the monumented East line of said subdivi„.,ria distance of 30.00 feet to and intersection with the South margin of said Strander Boulevard. and the true point of beginning of the described tract; thence continuing South 0025'5u- Eut-,t a distance of 200.00 feet; thence South 89o45'58” East parallel with said cenlerllr,u ut Strander Boulevard, a distance of 350.00 feet to the monumented East line of said subui..,,.'n thence South Oo25'58' East along said East line, a distance of 1093.20 feet to the monut ,ei;tcd Southeast corner of said subdivision; thence North 89o43'19' West along the monunlei,teo South line of said subdivision. a distance of 626.81 feet to the East margin of said Soutr, :er,1 r Parkway; thence North 0057'48" West along said East margin, a distance of 1241.85 feet 10 a p ir,l of curve; a radius of 50.00 feet through a central angle of 91011'50`, a distance 79.56 feet to the South margin of said Strander Boulevard; thence South 89045'58" East along S:,uu; margin, a distance of 237.72 feet to the true point of beginning. The aforementioned morlwtlentation established by the City of Tukwila under L.I.D. No. 13, Contract No. 2068, Sht. 1 of 19 Strut Plan Profile. S0UTHCENTER E`fs\snar, to SD 2 TOYS'A'US BLDG. B t3-4 J L :r1 • c' BLDG .0 IOb' • • ,.•111 11 6114, I 15 G Fr r- 2 3 4 5 6 cy c 10 11 12 13 4 10 Id I 0 •e .Is• Jt IS' h1 --i-- — ;r-- - .214:7"; T 11 t9 20 t.t U !3 247 L TUKWILA FIRE DEPARTMLi i Please call: 575-4407 z,nd give this job No. 04? and exact address for shut- down or restoration approval. SPRINKLERS UPRIGHT PENDENT • '/II'I clic_ w/ 40\ Z worm, SIDEWALL Mac A w/4o\ 0 10 30 •O t , GRAP1,1p SCALE t'• ad-O- DVANCED FIRE PROTECTION INC._; P.O. BOX 1543 WOODINVILLE, WA 98072 JOB: PIPEU'SJ O VA E.. f Cosh It r,rt'3r"' F1�. i -( 11.)f i ILA 7L i BY: Mg It DATE 2- SCALE ikyrFD OF PROJECT DATA PROJECT LOCATION: PARKWAY SQUARE 16810 SOUTI-10ENTER PKWY TUKWILA, WA 98188 APPLICABLE CODES: 2009 I.B.C. WITH WASH. STATE-WIDE AMENDMENTS ICC/ANSI A111.1/2003 2009 IM.C., WITH WA STATE AMENDMENTS 2009 1F.C., WIN WA STATE AMENDMENTS 2009 W.S.E.C. CITY OF TUKWILA ZONING: CONSTRUCTION TYPE: OCCUPANCY CLASSIFICATION: TOTAL LOT AREA: BUILDING AREA: TENANT AREA: TUC (TUKWILA URBAN CENTER) V -B (SPRINKLED) B 33 ACRES (144,341 SF.) 31,003 S.F 1,395.5 SF TAX PARCEL AND LEGAL DESCRIP. 2623049129 PARKWAY SQUARE BEG SE COR OF SE 1/4 OF NUJ 1/4 TH N 89-43-19 W 619.81 FT TH N 0-51-48 W 21810 FT N S 89-45-58 E 321.51 FT TH N 0-14-02 E 22.50 FT TH 5 59-45-58 E 300 FT TO E MGN SE 1/4 OF NW 1/4 TH 5 TO TPOB AKA FOR PARCEL 4 CITY OF TUKWILA 51-1ORT PLAT NO 11-51 RECORDING NO 1110130634 - AKA PARCEL C OF CITY CF TUKWILA BINDING SITE PLAN, PARKWAY SQUARE, RECORDING NO 1912050183 FlexHead Sprinkler Drop Corrugated stainless steel hose with stainless steel braid available in 2', 3',4',5' & 6' legnths Multi -Port Bracket Adjustable Hub FLExHEAD I N D U S 1171 ES' -L.17 FlexheaP Commercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 FLEX HEAD @ T -BAR CEILINGS >ZtOlci N3LN3O H111O9 c L PARKWAY SQUARE I iii ►l 16870 SOUTHCENTER PKWY TUKWILA, WA 98188 SITE PLAN NO SCALE T PROJECT LOCATION 1 Tri_• VICINITY MAP SCALE NONE SUPPLIED FROM EXI57-1N61" OUTLET 5EE PLAN 1" AP170VER 1" 90 ELL TENANT -CEILING 1" DROP PECE5ED PENDENT 5PP/NKLEP SPRINKLERS AT GWB CEILINGS FLEX HEADS FOR T -BAR GRID CEILINGS REDUCING COUPLING 2" 3/8" MIN. 1" MAX. TYPICAL RECESSED PENDENT SPRINKLER HARD DROPS AND ARMOVERS (1" STL PIPE) FOR GWB CEILING AREAS 1 1 1 1 GENERAL LEGEND —fl -4 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 CA C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPUNG OUTLET COUPUNG WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO 'GT') THREAD/71T" (ALSO 'FxT") ALL -THREAD ROD O Vt./it-tout Comments ❑ As iNoteci Red Per The AtLac led Letter These plans have been reviewed by Th -z' Tukwila Fire Prevention Bureau for cor,forri-1 ., :: current City st,ndards. Acceptance is su : c1 _:r; r:rs and omissions which do not author::c vi%i.io-is of adopted s',ndards and ordinances. The responsibliity for the adequacy of design res;3 totally `?` ft ;:r1•v designer. Additions, deletions or revis ons to these drawings after this date will void this ac r t p:- r;nd tJ 1 require a resubmittal of revised drawings for .:,1uosec,•..ent approval. Final acceptance is subject to field *and and inspection by The Tukwila Fire Preveni:ion Bureau. L1 -I-4 Date: ` - I-4 ).- By: I1 LIGHT CEN 1 LIGHT CENTERED LIGHT CENTE OYER T 45L Linz -1T CE 2'- r 1 ACTe E ECT RIC.' i' fi 12'-O' r^,T R= EPTio l E Alle1111 GLIB s S'-01 SPRINKLERS 1 1 1 1 1 :50 0 111111 CFr1 8 I__ _0iilET 1 TV *p0. TUKWILA FIRE DEPARTMENT Please call 205-575-407 and give this Fire Permit No. - S- reed exact add ,ss for shut- down or restor tun approval. EXISTING PIPING NEW 1" PIPING 1 1 TENANT SPRINKLER PLAN SCALE: 1/41" = 1'-0" 0 4' 8' 16' 24' A 3/27/12 REVISE PIPING/SPRINKLERS 1 GENERAL NOTES SCOPE OF WORK: ADD / RELOCATE PENDENT SPRINKLERS FOR TENANT IMPROVEMENT WORK SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2010 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED EXISTING SYSTEM HYDRAULICS ARE NOT EFFECTED BY ADDED SPRINKLERS NEW 1" PIPING TO BE 'DYNA—THREAD' ORDINARY HAZARD OCCUPANCY NORTHWEST FIRE SYSTEMS 7815 South 180th St. Kent, WA 98032 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR TENANT IMPROVEMENT IOK DR. PATRICIA JITODAI, OPTOMETRIST l c;870500-1 I ICEN-1PK\VY -I C,IKWILA,8 1 38 DATE: 03/12 DRAWN: G.B. SCALE: AS NOTED 1 OF 1 TY3231 TYCO TY -FRB CHROME QUICK RESPONSE PENDENT W/ CHROME RECESSED CANOPY 1/2" 155' 20 EXISTING PIPING NEW 1" PIPING 1 1 TENANT SPRINKLER PLAN SCALE: 1/41" = 1'-0" 0 4' 8' 16' 24' A 3/27/12 REVISE PIPING/SPRINKLERS 1 GENERAL NOTES SCOPE OF WORK: ADD / RELOCATE PENDENT SPRINKLERS FOR TENANT IMPROVEMENT WORK SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2010 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED EXISTING SYSTEM HYDRAULICS ARE NOT EFFECTED BY ADDED SPRINKLERS NEW 1" PIPING TO BE 'DYNA—THREAD' ORDINARY HAZARD OCCUPANCY NORTHWEST FIRE SYSTEMS 7815 South 180th St. Kent, WA 98032 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR TENANT IMPROVEMENT IOK DR. PATRICIA JITODAI, OPTOMETRIST l c;870500-1 I ICEN-1PK\VY -I C,IKWILA,8 1 38 DATE: 03/12 DRAWN: G.B. SCALE: AS NOTED 1 OF 1 EYE INNOVATION FIRE ALARM SYSTEM ADDITION IL E TUKWILA, WASHINGTON SHEET \UN 3ER SHEET TITLE FA -01 SYSTEM INFORMATION, SINGLE LINE DIAGA Vf 8c CALCULATIONS FA -02 FRE ALA UI PLAN SHEET INDEX WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1 /2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/8" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END JBPS 120VAC, DEDICATED (BY OTHERS) EX CO EX WIRE DESIGNATION FACP D b S1-1 S1-2 S1-3 S1-4 S1-5 S1-6 S1-7 S1-8 S1-9 S1-10 15cd 15cd 15cd 15cd 95cd 15cd 15cd 15cd 15cd 95cd EOL S1 A O Without Comments cif As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which Co not authorize violations of -adopted s: ndards and ordinances. The respansibliity for the �gM1�:IUc} of des n to:mil/ with the designer. C 14� r « hese drawings after Additions, deletions s.'fy v 13 �1. this. date will void this a,-7Ertptavtze and wiq require a resubmittal of reivi. '~a di-zi ins suOiTediient approval. Anal acceptance is sF .t to field test and Inspection by The tte Tut calla Are Prevention Bureau. Date: 4 ")-- I'Y By: Actm 51 QUANTITY 1 2 2 8 EX SQ^yiCt(0. w4iilti.4tov.) . Tv ileAVA•AD ci A t..) Lo 1c1 -t 414.11-S'ASti• . br,rat4,. 14.,Ak GI4ry tlictr.cc,,`.f/4-c? 4rea £ S 6 VC4•14- Leek140. T.? 11° '-‘1. a,1 Yea? at)1,.t 1 rt f lRc-C lien \ k,no$ TUKWILA FIRE DEPART "E,'1T Please call 206-575-4407 and give this Fire Permit No. !� -F-ckeut and exact address for shut- down or restorat'; n EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT BPS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PAD-3—ENCL 66" A.F.F. TO TOP ❑F MANUAL PULL STATION (ADDRESSBLE) HMS—S SIEMENS 4S BOX W/ 1G RING 48" A.F.F. TO CENTER FIRE ALARM HORN STROBE ZH—MC—CW SIEMENS 4S DEEP BOX CEILING FIRE ALARM STROBE ZR—MC—CW SIEMENS 4S DEEP BOX CEILING FACP FIRE ALARM Ex CONTROL PANEL (EXISTING) MXL—IQ SIEMENS EXISTING 66" A.F.F. TO TOP SMOKE DETECTOR EX (EXISTING) EXISTING SIEMENS EXISTING CEILING a JUNCTION BOX N/A N/A N/A N/A EX EXISTING N/A N/A N/A N/A A,F.F, ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.❑, FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A SYMBOLS LEGEND � £ D U 1 y. : �. � ..v ... .\. f � f' ..S %''e. ?.., } 93, a,'Ws'+, A!4. ,4,' .. Y4 n~6 .�.. . � .; L i. ....r ate. ,r. ... 4 •t;'; §, :;` ' � Y:� f Y�.';a U :•§ c ,,,, 3�} a..§ Y d 1.§s �� � '{ )i 2.. �� i. ,S.§i; S y'S § k�Y U$ 3 `tk r'Y•a ,.. ,. ,. ,.: Yr-r`F 7 € Y \fi)§ AimdPY'{ Y ., { 4Y'. � ,#.., "5.. `., ''w4. 'ry ., �, as f Y £.. ,.. #'d : ✓ :! 3a ,b, ... �, .,., `y ,, iaC J 3�.. �£ � 4 Device Type Qty Amps Total Amps Total Main System Board 1 0.03 0.03 0.030 0.030 7H-MC-CVi @I5CD 0.0875 ZH-MC-CW @30CD 0.131 ZH-MC-CW @75CD 0.222 ZH-MC-CW @95CD 2 0.292 0.584 ZH-HMC-CW @'115CD 0.371 ZR -MC -CW @15CD 8 0.069 0.552 -MC-W @15D 0.064 0.03 Amps '1.166 Amps Standby Current Load: 0:03 Amps ; For 24 Hours - 0.720 Amp -hours Alarm Current Load: 1.166 Aillitps For 5 Minutes= 0.098 Amp -hours 25% D rating= 1.022 Amp -hours Total System Current Load: 1.022 Amp -hours �.,, .. ,.. � .,,. ,: ' •,, .-; >, a e t,, ,. ....; ,... o t. � r. '� t»£f . *;... U Y...s: S ^% r „r >., r ..,a •"'. , ,... @ ',P' ,,. � t�! •', 1,. .., . „,:. �l 7 + iL § -A'.. •',� s�. kz � :; `, ji.,s i`} k`i&st:,. t & :'t is { . M kf �.' ! ,, U a } � fi L NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. Notification Appliance Circuit Detail PROJECT: EYE INNOVATION Panel: PAD -3 BPS .i Date: March 22 2012 I Wire Resistance ce an 2.58 CURRENT OTAL- 11 I 36.00 ZH MC -CW ©15cd IZH-MC-CW @75cd c-_ ZH-MC-CW @115cd 23.02i 1136 WL* 2) * (R/1t) 0.86 4 0.98 Voltage Drop OL Vol 23.02 SINGLE LINE DIAGRAM CALCULATIONS N) co 0' 743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: 0 M 0 DESCRIPTION [SHOP DRAWINGS w I— a 0 1 03/22/12 i Z <c O O CC W (' 121 UQ cc I— W.J8 - UJ > Wac LL co I— LLI >m SCALE. NOT TO SCALE co Z 0 0 z DRAWN BY: D. GARCIA DESIGNED BY: G. OLTMAN PAID MAR 2 9 2012 BACKROUND PLAN PROVIDED BY: TUKWILA FIRE SOB NUMBER: st/ 440 SHEET cn DATE: 03/22/ 12 I/\O 1 Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved ELECTRICAL R O O iv1 Ex® OTHER ETAIL REA A RESTROOv4 S1-1,.� 15cd EXAM q,001\/ S1-2 Iii 15cd EXAM S1-3 15cd OOM D S1-4 15cd E S1-10 95cd S EOL S1 S1-5 95cd WAITING AREA STAEF LOUNGE DOC -O R' S OFFICE S1-9 15cd S1-8 ▪ 15cd VI JAL FIELD LABOF ATORY "'"A S1-7 15cd OF S1 -6 • 15cd C TION FIRE ALARM PLAN OVER RETAIL AREA Proprietary and Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved z 0 (75 w W w J W REV. BY: DMG z 0 n_ E 0 w D SHOP DRAWINGS DATE N C. N N M 0 2 CCCCC Z<c Z co T E cc O) <Z I-- Q a. o i' W � W� i- z O W= (/)Z 0E2 _< LiuLJ o- o W W oc co D cc i75 F- �CALE: 1/4"= 1 '0" DRAWN BY: D. GARCIA DESIGNED BY: G. OLTMAN DATE:03/22/12 BACKROUND PLAN PROVIDED BY: JOB NUMBER: r SHEET FA -02