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HomeMy WebLinkAboutPP - 7100 FUN CENTER WAY #110-#140 - FAMILY FUN CENTER RETAIL BUILDING - PERMITS AND PLANS7100 FUN CENTER WAY 20-F-175 12-F-088 11-F-035 09-F-188 08-F-020 08-F-071 ASSOCIATED PERMITS 08-F-431 08-F-456 12-5-057 11-5-009 11-S-031 10-5-110 09-5-177 08-5-031 07-5-196 10-H-179 2 �1 Q • D Battery Calculations for Panel P1 Part No:5496 - Intelligent Power Module - 4 circuit Job number: 1 Job name: Drawing1 Part No. Qty. Description Standby Total Standby ... Alarm Total Alarm Panel Equipment 5496 Main Board 1 5496 Main Board 80.0000mA 80.0000mA 320.0000mA 320.0000mA RPS NAC #1 16/4 FPLR Total Panel Stby 80.0000mA Total Panel Alarm 320.0000mA Peripheral Devices TO FCPS NAC #1 SCR 2 SCR-Ceiling mount horn/strobe (Notification) 0.0000mA 0.0000mA 151.0000mA 302.0000mA 16/4 FPLR C SCW 3 SCR Strobe Standard Gandella-Ceiling (Notification) 0.0000mA 0.0000mA 94.0000mA 282.0000mA R1 1 Resistor Kit Includes (10)Resistors, 5,1K ohm, 1 (EOL) 0.0000mA 0.0000mA 0.0000mA 0.0000mA Total Peripheral Stby 0.0000mA Total Periph Alarm 584.0000mA EXISTING DEVICE Total Standby Amps 80.0000mA Total Alarm Amps 904.0000mA FRCP Standby time: 24 Hrs 1.92Ah jlI i rluii� i n0lll nnnnnn nmlllll leve ,..: �F ■... �O, NAC1.001 Alarm time: 5 Min 0.075Ah m .\ pi _m . C 3ac� I RPS Battery requirement: 1,995Ah Fire Alarm Symbol Legend 911 SYMBOL DESCRIPTION Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 2.394Ah . MODEL NUMBER 4.■i F PSSA-Pull Station Single Action PSSA IF m 1;11.f:• ® ` 'NAC , \ C 30CD ti •002 CI EC I ■ FT:. C 75GD SCR Ceiling mount horn/strobe SCR • c_ -== -,-\ _ --- NAC1.003 P i_= �' • lI C 75GD . . NACi•004 ~ j ���� C 30CD SCR Strobe Standard Gandella-Ceiling SCW �Y li0�l C 30CD „...„..--------- 33 33 EOL 4.7K . (1 Resistor Kit; Includes (10) Resistors, 6.1K ohm, 1 R1 _ ► � m „ `� i1:;/ �5 ° Circuit Calculations Panel: P1 Card: 00 Circuit: NAC1 RPS 6498 �: � - Intelligent Power Module -4circui z+ � 41)/ rarer _" IAC a ll CircuitName: NAC1 FACP 6800 KL IntelliKnlght 6808 XL Slnglo Loop 6808 XL Circuit Type: Notification/24V DC Terminal Voltage: 20,2V:DC Amperage: 3.0000A Cable: Power, Limited, Multiple Conductor #14 µsq ~u Calculations based on Running Total Length. o o - L. f Design Criteria: Ambient temperature: 167°F Max, operating voltage drop: 10% do 19 r Job number 1 Job name: Drawingl ,litt- CI Z1 Device Part No Appliance Desc Distance Current Voltage Voltage Drop SK 5808 EXISTING 1, • o 5496 Panel 20.2V o 001 SCW SCR Strobe Standard Candella-Ceiling 17'-0 94.0000mA 20.1367V (0.0633V) @ 0 x100 fl 002 SCW SCR Strobe Standard Candella-Ceiling T-0 94.0000mA 20.1148V (0.0219V) . .O. <Ac51C•Dooa I 003 SCR SCR-Ceiling mount horn/strobe 7'-0 151.0000mA 20.0971V ' (0.0177V) I NAC1 Lrn ,°" _ [1J 004 SCW SCR Strobe Standard Candella-Ceiling 15'-0 94.0000mA 20.0736V (0.0234V) SK 5496 RPS EOL 4.7K n CI 005 SCR SCR-Ceiling mount horn/strobe r 23-0 151.000OinA 20.0515V (0.0222V) EOL 4.7K o C 75CD C �O'( 30CD 0 C 75GD G 30CD C 30CD `O� `O� en �: m I`O�f -01 R1 Resistor Kit Includes (10) Resistors, 5,1K ohm, 1 3'-0 0.0000mA 20.0515V (OV) u Boa\ o� �oo� 'o`� 'o VP . 72'-0 584.0000mA ° ° u v gri u ci o' ®r.. Total Current 584,0000mA 2� 2� F ," E%1ep 11C--A FILE VDrop Percent:0.74%) Total Voltage Drop : 0,1485V (Total r , RPS LOCATED IN EXISITNG NOTICE A completed, signed, Tukwila Fire Department Pre-test ,,.� 1 �, y Px .w�} .} � M . > . FIRE ALARM CONTROL ROOM EXISTING DEVICE fUKwtl.A FIRE DEPART Z NI (s r 44 � +0 b4e Please . calls 575-44071 L,T give this job 5--14. o �- e �- op e�;, ti5. 09 - F- ftls No. Certificate mist 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' tesl ir-rg. Ci Wit irr .; �, • . 0 Per 1 ile - , ...•. - ,.: i_vcLer These plans have been reviewers by .-roe Tukwila Fire prevention Bureau for conformance, with current City -ri3ndards. Acceptance is subject 1-o errors and rrlissions which do not authorize violations-of adopted ,tandards and ordinances: The responsibility for the' :.dequacy of design rests totally with the designer. =.c!ditions, deletions or revisions to these drawings after thK datewill void this acceptance and viii require.;;a , res�'brnittal of revised drawings for subsequent approval. and exact address for shut lawn or restoration anprrmvel, • Final acceptanceis subject to field test and Toe Tukwila Fire Prevention Bureau.. // -)%t) ' 51 inspection by DRAWN BY: ROY L. CATS E FIRE • ALARM f'1 Date: o9 By: PLANS APPRENTICE: ROBERT VAUGHN FIRE PROTECTION INC. L & 1pU SUBWAY T.I. / 50 -- 11hsfill brtglkfr hr�hdle cl4i..;v, o,, otcdicq, P•S• citcv6- L. rut, _ I #RL022CG SEATTLE FIRE DEPT: #SCPC-9955 NICET 4 #097337 CFPS #1473 PROPERTY OF AND ALL RIGHTS 1 Everett, 730 Gibson Road WA. 98204 425-290-9600 . FUN CENTER WAY #4-4.6- TUKWILA WA. 98188- , _ RESERVED FIRE PROTECTION INC FIREPI'`021 ML SIZE FSCM NO. DWG N0. FA 1.Q REV 2 DATE: 11/08/2009 SCALEI/8" =1' 0" SHEET 3 2 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Subway 7100 Fun Center Way Permit No.: 09-S-177 Date: July 21, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. eNr ; ?tptd 'C:' er deletions Cg :0 ,f,:1" • • a Le,. 1Nili VOW trqS 3CCi,?..1)1:al)CC ieSuberlittal of rovised Oravvintiso untaiiproval. Final acceptance is subject to fieldtest and inspection by The TukWila Fire Prevention Bureau. Date: ir-C-o By: jUKWItA. FIRE DEPARTnaa, Please call: 575-440Z and give this job .No.OcI-77 ,xact address for shut. , ,)r restoration approval, • NOTICE Weld stamps must be inspected before pipe is hung. 1/Q11a paint piping prior to hydrostatic test ,7proval. GENERAL NOTES 1. All material and equipment to be new and underwriters approved. 2. Piping dimensions are end to encl.-W.-09- E 3. Earthquake bracing shall be provided in accordance with NFPA pamphlet number 13. 4. Pipe hangers and method of hanging to be in accordance with NFPA pamphlet number 13. Si Piping shall be accordance with pamphlet number 13. S. Joining of pipe ,and fittings, threaded and welded shall 1'e in accordance with NFPA pamphlet 13, 7, Owner to provide adequate heat to prevent water in pipes from freezing in areas protected by a wet pipe sprinkler system. 8. Structural adequancy of the building to support the sprinkler piping k the responsiblity of the owner andlor structural reoresetystires. FLnOR AREAS AR sounwoobesAm EARTH QUAKE BRACE IDE516•NEID IN ACLaRDANCE WITH THE. fEL3LUMEMENT....5 OF N.F,Ria, l3 -2O 6RDINAR HAZARD ALL AREA 1.30..SD...FT, 10: /ALL ELECTRICAL VLIMING- AND CONDUIT 15 DY OTHER S, EXLSTIN& RISER s —s FLJ I URE -Tap (J 2 41.1-64 weeeee*.o.prelmes*emoreceeemeeeeme4. • N FR.EE:Z E( WALK IN COD LE R \AIALK IN HALL • i , lc ,:PPEFAREA L CE.ILIN6- 1 - AFF EA—Ft/N-(6- :AREA ""-''''.-1- 47' .1.0.."'"'.., </...... I lz_ 5 EL:7-16'N'‘A ....-----,....,------...„.7.------ -.,---------------,.......----.......---t-- -,,--,• ...seemeloweeewsmereee.........ekri., ....ere.e.e..m,,...r,..4ren...4 **new. • moms, e, eee........eftwownweol,.4....,..............................e.inbeee,es,:a...........e.me,...."*.memts ea.,..emeas.o.e.meereq*.?reargeseweeePreverrs.rejl, Nt EittiN15.- :SC/ALE 1/4 -.7- • . • •17.1-- 711 E3n \ // 5 ELT I 6 I•1A ,amort esreetestO ammo. exteaeme.t,' oorammovel).4.oda toommai:' wermet ,..rensmoV. 0 .• • —TEE vs,/ PLU& C0L1R FLOOR —Mr oremmemme........emermaroitamweewsemeneoreeweeneeemet,eureworromowohee,meo,......em LO8LE1 ETAI L NO 5CA LE. ••••••••••••••••••••••••••••••,•••••••••••hrom •5LTrim ,rezi-tnt ass* angatoc • (12. EXISTIN& . EXIST/N[7: 21z" MAIN 1 to "NEW -I"- BAR 6EIL 10-2 ARE' FLOOR _SEAT 1 1\i & AREA ECT1N ‚'Au 0104101.1•••••"1.00.0.06•10.1.I./1 ...•••••••••••••,..1• FIELD NaTES EALSTIN6- PI PE 11 E V/ PIPE C • EN 1.5 1 I N(.1- SPR I N KLER N EW SPR!NIKLEF PA! PARCEL # 242304909 E ' - PERMIT * MOI- 120. Tukwila ?009 Fire HANGER LEGEND WALL BRACKET APPROVING AGENCIES. SAMMY SCREWS M MACHINE THREAD ROD --1111(1,JILA FIRE. 20L-575-41111 COACH SCREW ROD N TOGGLE BOLT SPRINKLER INFORMATION CANOPY 'INFORMATION SYMBOL QUANTITY TEMP MFR. ... MODEL TYPE FINISH MFR. MODEL FINISH BEAM CLAMP & RT, TRAP POWDER DRIVEN STUD 13 1550 G -LO GE 6R REL 55p CHR ItE &LODE C.TL CHR D EYE ROD P CEILING FLANGE REVISIONS • WASH. STATE CONTRACTOR LIC #COLUMF1952MG COLUMBIA FIRE, INC. 1534 1STAVE S SEATTLE, WA 98134 206-232-8569 FAX: 206-34076100 SUOVJA\( 4t3245 7160 FON CENTER WM SO IT E#111-0 -TU I LA) \,tJA 921313 E KWIK BOLT R LONG STRAP F FLUSH SHELL S SHORT CUP 2nd 6-L3 L3ESLEEVE-SKIRTA55 SSP CH R. GLOBE A-55 G SIDE BEAM BRACKET (#58) TRAPEZE (SEE DETAIL) 281.0 LO 13 C.& 511EVE-5 K IFT A55 SSP CH 1/2 6116E: A-55 CHR 11 STD.SIDE BEAM BRACKET PIPE STAND J UNISTRUT & CLAMP WRAP-AROUND 1.1 -HOOK DRAWN BY DATE JOB NO SHEET K U -BOLT RISER CLAMP TOTAL BISCHLJLZE o- 27-0:1 I OF I • #1. Note: A value msut be entered if ou have selected an NAC circuits as AUX Power. I 5- -- Giobal Project Values: es SILENT Project`Name: BAJIO MEXICAN GRILL ..Standby Hours: 24 10 KN I CT IT Project ID: AlarmWMins: 5 : Prepared,By:JJames Fossett Derating Factor: 1.2 5808 Calculations Date: 6/7/2020 VoltageDrop"Warning Threshold .% . 10 'Panel ID: MAIN 'Model::5808 Add. Fire Alarm ControF Ranel Max NAC Current :3.0 Amps Location: ELEC./SPRINKLER RM. 1 Volts: 24 VDC Max'Panel Current: 5.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ �ooDrop Ckt# Circuit -Name Qty Standby Alarm & Type 1000�F.t. One -Way _ Ohms EOL 8D8 5808 CTRL Panel 1 0.206 0.356 SLC -DEV Addrsbl SLC Devices 20 0.011 0.011 5860 LCD Remote Annunc '1 0.020 0.025 :5824 Serial/Parallel Module 0.000 0.000 .5895XL . Power Expander . ' 0.000 0.000 :5865.4 LED Annunciator (4G) 0.000 0.000 5865:;3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 Other 0.000 0.000 Other 0.000 0.000 .SD -Duct ; Duct Hsg w/Relay 0.000 0.000 :5883 Relay Module 0.000 0.000 ?GM/0#i Notification Appl Circuit 0.000 1.846 #12 Solid 1.59 250 080 22:53 6.11% 'PGM -I/042 Notification Appl Circuit 0.000 2.707 #12 Solid •1.59 250 D80 :2155 8.97% -PGM-1/043 Notification Appl Circuit 0.000 0.000 #12 Solid `159 `0.00 .24.00 r 0.00% PGM -1/0#4 Notification Appl Circuit 0.000 0.000 #12 Solid '1.59 0.00 '24.00 0.00% Aux -Power *1 # of NAC's Used 0.000 0.000 TotalStandby Current (Amps) 0.237 ' 4.945 Total Alarm Current (Amps) ,.Standby Time In Hours " ::24 0.083 Alarm Time InMinutes / 60 (5 Mins) Total Standby AH Required 5588 1 0,412 ` Total Alarm AH Required Total Combined AH Required 610 Command Shortcuts MultiplyByThe :DeratingTactor 1.20 c , 'Minimum- attery' AmpHours-Required " 7_32 Configure Circuits Print Page J #1. Note: A value msut be entered if ou have selected an NAC circuits as AUX Power. I 5- CONNECT TO NEAREST EXISTING ADDRESSABLE INITIATING DEVICE. OFFICE 106 EXISTING MEN'S 104 REAR SERVICE AREA 102 !_F1cONT SERVICE AREA 101 "y • 110cd ' Fire Alarm Plan 0' 4' 8' 16' SCALE: 1/8" = 1' - 0" n North EXISTING FI AND FIRE S 7/ ALARM CONTROL PANEL INKER RISER AREA UNDER THIS PERMIT Vicinity Plan SCALE: NONE North FUN CEN TER WAY Symbol Legend Make/Model No. Qty. ANALOG/ADDRESSABLE INPUT MODULE wall mount @ 60' to bottom of back box back box = standard 2 gang SILENT KNIGHT SD500-AIM 1 I Q ANALOG/ADDRESSABLE SINGLE ACTION MANUAL PULL STATION wall mount @ 48' A,F,F, to bottom of back box back box = standard 2 gang w/ 1 gang mud ring SILENT KNIGHT SD505-APS 2 ♦ xcd gP C.113 HORN/STROBE COMBINATION wall mount @ 80' A,F,F, to bottom of back box back box = standard 2 gang w/ 1 gang mud ring cd = candela rating of strobe tight SYSTEM SENSOR p2R xcd (FgP ad HORN/STROBE COMBINATION mounted backbox boxstandard 2 gang w/ 1 gang mud ring cd = candela rating of strobe light PC2W SYSTEM SENSOR 3 xxcd STROBE LIGHT wall mount @ 80' A.F.F. to bottom of back box box = standard 2 gang w/ 1 gang mud ring cd = candela rating of strobe light SYSTEM SENSOR SR VIP G4(E)back xcd I�I 1 STROBE LIGHT ceiling mounted back box = standard 2 gang w/ 1 gang mud ring cd = candela rating of strobe light SYSTEM SENSOR SCW 2 (E) INDICATES EXISTING DEVICE N/A N/A Wire Legend B N,A,C, EXTENSI❑N C CONTROL CIRCUIT Flag Notes (2) #18AWG, FPLR (FIRE RATED CABLE) (4) #14AWG, FPLR (FIRE RATED CABLE) (2) #18AWG. FPLR (FIRE RATED CABLE) CONNECT TO ANSUL HOOD SUPPRESSION SYSTEM. INSTALL MANUAL PULL STATION, CONNECT TO EXISTING CIRCUIT WIRE AND MOUNT TO EXISTING BACK BOX. T+t4rcW1LA FIRE DEPARTMl Please call: 575.4402 and give this job No. l0 -F- I 1 r ani exact address for shut. dl;," or restoration approval. L Without Comments 0 As Noted in Red Q Per The Attached Letter These plans have been reviewed by The Tukwila Fire ..vention Bureau for conformance with current City •• Indards. Acceptance is•subject to errors and omissions which do not authOriZe vlC'ai:ions of adopted -::andards and ordinances. The res;.)onsiblUty for the .:ciequacy of design r•e:its totally wld'i the designer. �-,dditions, .deletions or revisions to Uiese drawings: after this date will void this acceptance and will require'a resubmittal of revised drawings for subsequent approval.' Final acceptance is subject to field test and inspection by The. Tukwila Fire Prevention Bureau. Date: Cp - ( - / 0 By: 4 1 NOTICE A completed, signed, l'uk ail a 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, PROJECT NAME: Bajio Mexican Grill 7100 Fun Center Way - Suite 140 Tukwila, WA 98188 DATE! 6/4/10 SCALE! SYSTEM TYPEIFIRE ALARM & DETECTION AS SHOWN LICENSE NOS ALARMCI055CW REVISION APPROVED BY' REVISION ACE FIRE & SECURITY SYSTEMS A DIVISION OF ALARM CENTER, INC. 1-800-354-1555 SHEET NO, P.O. BOX 3363 LACEY, WA 98509-3363 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bajio Mexican Grill 7100 Fun Center Way, Suite 140 Permit No.: 10-S-110 Date: June 14, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 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 ail 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 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME BAJIO @ FAMILY FUN CENTER JOB NO.T110072 DATE 6/4/10 ADDRESS 7100 FUN CENTER WAY BY JAMES NULL TUKWILA, WA. 98188 SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: RESTAURANT SERVICE AREA HAZARD CLASS PER NFPA ORDINARY GROUP I : 13 (2007) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1058 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 250 GPM GPM ADDED AT: CITY CONNECTION MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 114 "C" FACTOR UNDERGROUND : 140 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL:FIFR, TEMPERATURE:155 ° K-FACTOR:5.6 ORIFICE SIZE: 1/2" RELIABLE MODEL:J112 TEMPERATURE:155 ° K-FACTOR:11.2 ORIFICE SIZE: 3/4" WATER SUPPLY: STATIC 140 PSI RESIDUAL 20 PSI FLOW 7316 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE 2007 CITY OF TUKWILA AT SITE BASE OF RISER DEMAND 560.00 GPM REQUIRED AT 106.0 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 810.10 GPM REQUIRED AT 108.5 PSI AT CONNECTION TO CITY (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) PRESSURE IN PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/3/2010 H:\HASS\TI10072.SDF JOB TITLE: BAJIO @ FAMILY FUN CENTER WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) 25 140.0 20.0 7316.0 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ' D PRESS. (PSI) 138.0 810.1 108.5 Required pressure is 29.4 psi (21%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE . OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) S1 15.8 S2 15.8 - - - - S3 10.0 K= 5.60 S4 10.0 K= 5.60 S5 15.8 - - - - S6 15.8 K= 5.60 S7 15.8 K= 5.60 S8 15.8 K= 5.60 S9 10.0 K= 5.60 S10 10.0 K=11.20 S11 10.0 K=11.20 S12 16.0 S13 16.0 S14 8.0 - - - - S15 16.0 K= 5.60 S16 8.0 K= 5.60 S17 10.0 K= 5.60 S18 10.0 K=11.20 S19 10.0 K= 5.60 S20 10.0 K=11.20 S21 10.0 K= 5.60 1 15.8 - - - - 2 14.7 3 14.7 4 14.7 5 15.8 6 15.8 7 15.8 8 15.8 9 15.8 10 14.7 810.1 GPM 0.0 GPM 250.0 GPM 560.1 GPM DENSITY PRESSURE DISCHARGE AREA REQ. ACT. (PSI) (GPM) (FT^2) (GPM/FTA2) 71.9 71.9 45.0 37.6 98.8 0.150 0.380 45.1 37.6 98.8 0.150 0.381 38.2 - - 38.2 34.6 127.8 0.150 0.271 34.9 33.1 98.8 0.150 0.335 38.8 34.9 98.8 0.150 0.353 25.0 28.0 153.0 0.150 0.183 12.1 39.0 260.0 0.150 0.150 21.0 51.3 260.0 0.150 0.197 41.9 41.9 45.4 - 37.8 34.4 98.8 0.150 0.348 39.7 35.3 121.9 0.150 0.290 39.3 35.1 98.8 0.150 0.355 12.2 39.1 260.0 0.150 0.150 29.1 30.2 98.8 0.150 0.306 21.2 51.6 260.0 0.150 0.198 46.7 38.3 114.2 0.150 0.335 71.9 72.4 72.4 72.4 38.5 40.8 42.4 72.1 60.7 72.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 . DATE: 6/3/2010 H:\HASS\TI10072.SDF JOB TITLE: BAJIO @ FAMILY FUN CENTER NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 11 16.0 - - - - 41.9 12 16.0 - - - - 41.9 12A 16.0 - - - - 42.1 13 16.0 - - - - 42.7 13A 16.0 - - - - 43.4 14 16.0 - - - - 46.5 15 16.0 - - - - 72.8 16 16.0 - - - - 74.5 17 16.0 - - - - 61.5 18 14.7 - - - - 73.9 19 14.7 - - - - 85.7 20 14.6 - - - - 93.0 21 4.5 - - - - 98.2 22 4.5 - - - - 104.2 23 0.5 106.0 24 -3.5 HOSE STREAM 108.5 250.0 25 -3.5 SOURCE 108.5 810.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 . DATE: 6/3/2010 H:\HASS\TI10072.SDF JOB TITLE: BAJIO @ FAMILY FUN CENTER 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 0.0 1.610 PL 9.58 PF 0.0 S1 15.8 0.0 71.9 0.0 0.0 120 FTG ---- PE 0.0 S2 15.8 0.0 71.9 0.0 0.000 TL 9.58 PV Pipe: 2 0.0 1.610 PL 31.04 PF 0.0 S2 15.8 0.0 71.9 0.0 0.0 120 FTG T PE 0.0 1 15.8 0.0 71.9 0.0 0.000 TL 40.34 PV Pipe: 3 0.0 1.610 PL 1.50 PF 0.0 1 15.8 0.0 71.9 0.0 0.0 120 FTG ET PE 0.5 2 14.7 0.0 72.4 0.0 0.000 TL 13.40 PV Pipe: 4 0.0 3.068 PL 6.04 PF 0.0 2 14.7 0.0 72.4 0.0 0.0 120 FTG ---- PE 0.0 3 14.7 0.0 72.4 0.0 0.000 TL 6.04 PV Pipe: 5 -37.6 1.049 PL 8.58 PF 29.5 S3 10.0 5.6 45.0 37.6 13.9 120 FTG 62.0 PE -2.0 3 14.7 0.0 72.4 0.0 0.418 TL 70.58 PV Pipe: 6 -37.6 3.068 PL 0.50 PF 0.0 3 14.7 0.0 72.4 0.0 1.6 120 FTG ---- PE 0.0 4 14.7 0.0 72.4 0.0 0.002 TL 0.50 PV Pipe: 7 -37.6 1.049 PL 8.25 PF 29.4 S4 10.0 5.6 45.1 37.6 14.0 120 FTG 62.0 PE -2.0 4 14.7 0.0 72.4 0.0 0.418 TL 70.25 PV Pipe: 8 -75.2 3.068 PL 6.25 PF 0.1 4 14.7 0.0 72.4 0.0 3.3 120 FTG ---- PE 0.0 10 14.7 0.0 72.5 0.0 0.008 TL 6.25 PV Pipe: 9 S5 15.8 0.0 38.2 0.0 S6 15.8 5.6 38.2 34.6 0.0 1.610 PL 9.58 PF 0.0 0.0 120 FTG ---- PE 0.0 0.000 TL 9.58 PV Pipe: 10 -34.6 1.610 PL 7.63 PF 0.3 S6 15.8 5.6 38.2 34.6 5.5 120 FTG ---- PE 0.0 5 15.8 0.0 38.5 0.0 0.045 TL 7.63 PV Pipe: 11 -33.1 1.049 PL 6.00 PF 3.6 S7 15.8 5.6 34.9 33.1 12.3 120 FTG T PE 0.0 5 15.8 0.0 38.5 0.0 0.330 TL 11.00 PV Pipe: 12 -67.7 1.610 PL 1.92 PF 0.3 5 15.8 0.0 38.5 0.0 10.7 120 FTG ---- PE 0.0 S8 15.8 5.6 38.8 34.9 0.154 TL 1.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 . DATE: 6/3/2010 H:\HASS\TI10072.SDF JOB TITLE: BAJIO @ FAMILY FUN CENTER 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 -102.6 1.610 PL 6.04 PF 2.0 S8 15.8 5.6 38.8 34.9 16.2 120 FTG ---- PE 0.0 6 15.8 0.0 40.8 0.0 0.333 TL 6.04 PV Pipe: 14 -28.0 1.049. PL 13.92 PF 18.4 S9 10.0 5.6 25.0 28.0 10.4 120 FTG 62.0 PE -2.5 6 15.8 0.0 40.8 0.0 0.242 TL 75.92 PV Pipe: 15 -130.6 1.610 PL 3.00 PF 1.6 6 15.8 0.0 40.8 0.0 20.6 120 FTG ---- PE 0.0 7 15.8 0.0 42.4 0.0 0.520 TL 3.00 PV Pipe: 16 -39.0 1.049 PL 9.25 PF 32.8 S10 10.0 11.2 12.1 39.0 14.5 120 FTG 64.0 PE -2.5 7 15.8 0.0 42.4 0.0 0.448 TL 73.25 PV Pipe: 17 -169.6 1.610 PL 12.42 PF 18.3 7 15.8 0.0 42.4 0.0 26.7 120 FTG T PE 0.0 9 15.8 0.0 60.7 0.0 0.843 TL 21.72 PV Pipe: 20 -169.6 1.610 PL 1.50 PF 11.3 9 15.8 0.0 60.7 0.0 26.7 120 FTG ET PE 0.5 10 14.7 0.0 72.5 0.0 0.843 TL 13.40 PV Pipe: 20A -244.7 3.068 PL 1.38 PF 0.1 10 14.7 0.0 72.5 0.0 10.6 120 FTG ---- PE -0.5 8 15.8 0.0 72.1 0.0 0.072 TL 1.38 PV Pipe: 20B -51.3 1.049 PL 8.25 PF 53.6 S11 10.0 11.2 21.0 51.3 19.0 120 FTG 64.0 PE -2.5 8 15.8 0.0 72.1 0.0 0.743 TL 72.25 PV Pipe: 20C -296.0 3.068 PL 8.00 PF 0.8 8 15.8 0.0 72.1 0.0 12.8 120 FTG ---- PE -0.1 15 16.0 0.0 72.8 0.0 0.102 TL 8.00 PV Pipe: 20D -51.6 1.049 PLS 8.25 PF 54.2 S20 10.0 11.2 21.2 51.6 19.1 120 FTG 64.0 PE -2.6 15 16.0 0.0 72.8 0.0 0.751 TL 72.25 PV Pipe: 20E -347.6 3.068 PL 3.96 PF 0.5 15 16.0 0.0 72.8 0.0 15.1 120 FTG ---- PE 0.6 18 14.7 0.0 73.9 0.0 0.138 TL 3.96 PV Pipe: 22 0.0 1.610 PL 9.58 PF 0.0 S12 16.0 0.0 41.9 0.0 0.0 120 FTG ---- PE 0.0 S13 16.0 0.0 41.9 0.0 0.000 TL 9.58 PV Pipe: 23 0.0 1.610 PL 6.21 PF 0.0 S13 16.0 0.0 41.9 0.0 0.0 120 FTG ---- PE 0.0 12 16.0 0.0 41.9 0.0 0.000 TL 6.21 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/3/2010 H:\HASS\TI10072.SDF JOB TITLE: BAJIO @ FAMILY FUN CENTER 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: 24 0.0 1.049 PL 8.50 PF 0.0 S14 8.0 0.0 45.4 0.0 0.0 120 FTG ET PE -3.5 12 16.0 0.0 41.9 0.0 0.000 TL 15.50 PV Pipe: 25 0.0 1.610 PL 2.79 PF 0.0 12 16.0 0.0 41.9 0.0 0.0 120 FTG ---- PE 0.0 11 16.0 0.0 41.9 0.0 . 0.000 TL 2.79 PV Pipe: 26 -34.4 1.049 PL 6.67 PF 4.1 S15 16.0 5.6 37.8 34.4 12.8 120 FTG T PE 0.0 11 16.0 0.0 41.9 0.0 0.355 TL 11.67 PV Pipe: 27 -34.4 1.610 PL 3.33 PF 0.1 11 16.0 0.0 41.9 0.0 5.4 120 FTG ---- PE 0.0 12A 16.0 0.0 42.1 0.0 0.044 TL 3.33 PV Pipe: 28 -35.3 1.049 PL 8.50 PF 5.8 S16 8.0 5.6 39.7 35.3 13.1 120 FTG ET PE -3.5 12A 16.0 0.0 42.1 0.0 0.372 TL 15.50 PV Pipe: 29 -69.7 1.610 PL 4.21 PF 0.7 12A 16.0 0.0 42.1 0.0 11.0 120 FTG ---- PE 0.0 13 16.0 0.0 42.7 0.0 0.163 TL 4.21 PV Pipe: 30 -35.1 1.049 PL 6.50 PF 6.1 S17 10.0 5.6 39.3 35.1 13.0 120 FTG 2T PE -2.6 13 16.0 0.0 42.7 0.0 0.368 TL 16.50 PV Pipe: 31 -104.8 1.610 PL 1.79 PF 0.6 13 16.0 0.0 42.7 0.0 16.5 120 FTG ---- PE 0.0 13A 16.0 0.0 43.4 0.0 0.346 TL 1.79 PV Pipe: 32 -39:1 1.049 PL 11.00 PF 33.8 S18 10.0 11.2 12.2 39.1 14.5 120 FTG 64.0 PE -2.6 13A 16.0 0.0 43.4 0.0 0.450 TL 75.00 PV Pipe: 33 -143.9 1.610 PL 5.08 PF 3.2 13A 16.0 0.0 43.4 0.0 22.7 120 FTG ---- PE 0.0 14 16.0 0.0 46.5 0.0 0.622 TL 5.08 PV Pipe: 34 -30.2 1.049 PL 9.50 PF 20.0 S19 10.0 5.6 29.1 30.2 11.2 120 FTG 62.0 PE -2.6 14 16.0 0.0 46.5 0.0 0.279 TL 71.50 PV Pipe: 35 -174.2 1.610 PL 7.63 PF 15.0 14 16.0 0.0 46.5 0.0 27.4 120 FTG T PE 0.0 17 16.0 0.0 61.5 0.0 0.885 TL 16.93 PV Pipe: 40 -174.2 1.610 PL 1.50 PF 11.9 17 16.0 0.0 61.5 0.0 27.4 120 FTG ET PE 0.6 18 14.7 0.0 73.9 0.0 0.885 TL 13.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/3/2010 H:\HASS\TI10072.SDF JOB TITLE: BAJIO @ FAMILY FUN CENTER 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: 41 -521.7 3.068 PL 3.96 PF 1.2 18 14.7 0.0 73.9 0.0 22.6 120 FTG ---- PE -0.6 16 16.0 0.0 74.5 0.0 0.292 TL 3.96 PV Pipe: 41A -38.3 1.049 PL $.25 PF 30.4 S21 10.0 5.6 46.7 38.3 14.2 120 FTG 62.0 PE -2.6 16 16.0 0.0 74.5 0.0 0.433 TL 70.25 PV Pipe: 41B -560.0 3.068 PL 14.67 PF 10.7 16 16.0 0.0 74.5 0.0 24.3 120 FTG T PE 0.6 19 14.7 0.0 85.7 0.0 0.333 TL 32.07 PV Pipe: 42 -560.0 3.068 PL 4.21 PF 7.2 19 14.7 0.0 85.7 0.0 24.3 120 FTG T PE 0.1 20 14.6 0.0 93.0 0.0 0.333 TL 21.61 PV Pipe: 43 -560.0 4.026 PL 10.04 PF 0.9 20 14.6 0.0 93.0 0.0 14.1 120 FTG ---- PE 4.4 21 4.5 0.0 98.2 0.0 0.089 TL 10.04 PV Pipe: 44 FIXED PRESSURE LOSS DEVICE 22 4.5 0.0 104.2 0.0 6.0 psi, 560.0 gpm 21 4.5 0.0 98.2 0.0 Pipe: 45 -560.0 8.270 PL 4.04 PF 0.0 22 4.5 0.0 104.2 0.0 3.3 140 FTG ---- PE 1.8 23 0.5 0.0 106.0 0.0 0.002 TL 4.04 PV Pipe: 46 -560.0 8.270 PL 299.17 PF 0.8 23 0.5 0.0 106.0 0.0 3.3 140 FTG 2ETFG PE 1.7 24 -3.5 H.S. 108.5 250.0 0.002 TL 400.17 PV Pipe: 47 -810.1 8.270 PL 0.01 PF 0.0 24 -3.5 H.S. 108.5 250.0 4.8 140 FTG ---- PE 0.0 25 -3.5 SRCE 108.5 (N/A) 0.004 TL 0.01 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.154 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.4 ft/sec at pipe 40. � r 'DATE: 6/3/2010 JOB TITLE: BAJIO @ FAMILY FUN CENTER SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 H:\HASS\TI10072.SDF (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: A Diameter (in) 1.049 1.610 3.068 4.026 PAGE: D Diameter (in) 8.270 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths E T F C B Ell Tee 45 ChkVly BfyVly 2.00 5.00 1.00 5.00 6.00 2.60 9.30 1.30 9.00 6.00 5.00 17.40 2.60 17.00 7.20 6.80 23.30 3.40 18.00 5.70 in Feet G A GatV1v AlmChk 1.00 0.00 1.00 3.00 1.00 17.00 2.00 21.00 MATERIAL: DI HWC: 140 Equivalent Fitting Lengths in Feet E T F C B G Ell Tee 45 ChkVly BfyVly GatV1v 18.00 47.00 12.00 60.00 20.00 6.00 D X DPV1v f1eX 0.00 24.00 3.00 0.00 17.00 0.00 21.00 0.00 HYDRAULICALLY MOST DEMANDING AREA: DENSITY: .15 GPM OVER 1058 SQUARE FEET SYSTEM DEMAND AT BOR: 560.0 GPM AT 106.0 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) HASS RLE, 1110072 q q q 3 ACT 10-0' OFRC . •-"C s :a< S ACT 10-0' SZO ofb 3 REA SERV; E AR WALK-INy'� ,I 2-0 COOLER ,cP A= NO WORK HOOD ACT_.-- ------.._._.__ _. -- -. _.------ �.'I, a 0a FRONF 1:{ 0� it o - CI SERVICE � S J -----I ME osl , ` __ L _iA v:°. 7 I I:2. i 1 S 1/2' PLUG r=t4 NO WORK Cil PIPE / FITTING LEGEND S MT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE NEW PLUG NEW STRAP TEE NEW STRAP TEE Q o WALL LEGEND 1=t LJ kJl -41 51 N I EXISTING WALL I \/ \/ \/ \/ \/ \I NEW WALL TO 12-0° AFF I \ \ \ \ \ \ \I NEW FULL HEIGHT WALL TO ROOF DECK BUILT UP ROOFING OVER METAL DECK BUILDING SECTION NTS 16-10 AFF 10-0' AFF 13-!i - hem's( S FLEX LEGEND 11 CUSTOMER AREA rr� SPRINKLER PLAN 0 4 S SCALE 1/4'=1'-0' zI- a o 1212 J N Is alb LLI� J. RISER DETAIL FACING SOUTHWEST 0 2 4 SCALE 1/2=1'-0' SPRINKLER LEGEND (o The.se.plans have been reviewed by The Tukwila Fire rc,,ention Bureau for conformance with current City .:.,ndards..Acceptance is subject to errors and omissions which do not authorize violations of adopted PT El Cl Without Comments S As Noted in Red a Per The Attached Letter �1 X6-0TOE (- 1' TEE B PLUG DOW CORNING 735 PLASTIC ADHESIVE 2.5' DIA HOLE OPEN CELL POLYETHYLENE FOAM BACKEROD DRY PENDENT (A=129 FREEZER/COOLER UD DETAIL 1 (X 1) - .aridards and ordinances, The responsibility for the ,-:,i{ZraCy of design rests totally !'li the designer. Additions, dilebons or p?vision ; Co these drawings;rafter this date will void tills ^ ._"ei I7,i 7 ,;;i will require N STRAPTEE- resubmittal of revised r,,:r4 ''rl?'s •l fDi'ii:t quent approvatlA• CHUNE Final acceptance is subj' ct to field test and Inspection 'by' The Tukwila Fire Prevendon Bureau. Date:."1`1-10 By: tv `Si 1 ftif(WILA FIRE 0EPRIiT' ilial' Please call: 575.4407 end give this job end exact address for shut. down or restoration approval. Because of increased demand our inspectors' schedules are booked 3-7 days ahead.. Therefore, you w=l need to call 2C5-575-4407 or email ' fireinsprequestChci.tukwila. YJa,us to schedule your inspections a mi'nimum of 48 hoursin advance of the date you want an inspection. ABBREVIATIONS NOTICE Weld stamps must be inspected before pipe is hung. .129._ngt paint piping prior to hydrostatic test approval. SYMBOL LEGEND FLEX DROP L= 48' DETAIL 2 (X 12) HANGER TB' (X 3) AREA MAP REVISIONS MAKE TYPE MODEL AQUA CORR. AF -48 AQUA CORR. AF -48 OUT 1/7 3/4" QNTY 8 4 SYM MANUFACTURER S.I.N. EXISTING ® UNCHANGED TYPE MODEL I °,°V,,,'°i0x" I,Z, { UNCHANGED SSP SSU CHR BRZ CHR 5.8K 5.6K u2 1/2" 155° 200° NEW per 6A-5 h -e fin,* • ■ • RELIABLE R3815 SSP FIFR CHR CHR 5.61( 1/7 155° 8 REUABLE RELIABLE A=17 R3625 R5714 SSU • DRY SSP F1FR F3OR BRZ CHR 5.8K 1/2' 200° CHR 5.8K 1" 155° AFF 8011 800 80P 078 FO 1FOW OFOW NAS 111.0 ABOVE RNISHED F100R 807704 OF BEAM BOTTOM OF DECK 801700 OF JOIST BOTTOM OF RAIN BOTTOM OF TRUSS CUT 10 SUIT RELD G10E71 01610E FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SP10100E110 UNLEIB NOTED OIIERMSE CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE: ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE: NTS CONTRACT WITH AXIOM COMMERCIAL CORP. 13110 NE 177TH PL#312 WOODINVILLE, WA. 98072 PROJECT MANAGER : NICK GALASH PHONE : 360-668.1029 FAX : 360-668-1022 SUPERINTENDENT: PHONE: FAX : 7/0 7; Le)L, FITTER/LISTER NOTES 1. ALL FLEX DROPS TO BE PER DETAIL 2 U.N.O. 2. ALL HANGERS TO BE TYPE TB' U.N.O. 3. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2' x 4' TILES 4. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 5. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE �-EXISTING STEEL BAR JOISTS END PREP TYPES ALLOWED wow'INTERNAL we°F WATER/PPEIN BRANCHUNE 1 40 0.133 ,NEW ACT CEILING 114RFAOEO, 0.1T GROOVED, ROLL GROOVED, PL0J ENO, POLISHED 2.05 0.044 NEW WALL TO 12'47AFF i--• CONCRETE SLAB BUILDING SECTION NTS 16-10 AFF 10-0' AFF 13-!i - hem's( S FLEX LEGEND 11 CUSTOMER AREA rr� SPRINKLER PLAN 0 4 S SCALE 1/4'=1'-0' zI- a o 1212 J N Is alb LLI� J. RISER DETAIL FACING SOUTHWEST 0 2 4 SCALE 1/2=1'-0' SPRINKLER LEGEND (o The.se.plans have been reviewed by The Tukwila Fire rc,,ention Bureau for conformance with current City .:.,ndards..Acceptance is subject to errors and omissions which do not authorize violations of adopted PT El Cl Without Comments S As Noted in Red a Per The Attached Letter �1 X6-0TOE (- 1' TEE B PLUG DOW CORNING 735 PLASTIC ADHESIVE 2.5' DIA HOLE OPEN CELL POLYETHYLENE FOAM BACKEROD DRY PENDENT (A=129 FREEZER/COOLER UD DETAIL 1 (X 1) - .aridards and ordinances, The responsibility for the ,-:,i{ZraCy of design rests totally !'li the designer. Additions, dilebons or p?vision ; Co these drawings;rafter this date will void tills ^ ._"ei I7,i 7 ,;;i will require N STRAPTEE- resubmittal of revised r,,:r4 ''rl?'s •l fDi'ii:t quent approvatlA• CHUNE Final acceptance is subj' ct to field test and Inspection 'by' The Tukwila Fire Prevendon Bureau. Date:."1`1-10 By: tv `Si 1 ftif(WILA FIRE 0EPRIiT' ilial' Please call: 575.4407 end give this job end exact address for shut. down or restoration approval. Because of increased demand our inspectors' schedules are booked 3-7 days ahead.. Therefore, you w=l need to call 2C5-575-4407 or email ' fireinsprequestChci.tukwila. YJa,us to schedule your inspections a mi'nimum of 48 hoursin advance of the date you want an inspection. ABBREVIATIONS NOTICE Weld stamps must be inspected before pipe is hung. .129._ngt paint piping prior to hydrostatic test approval. SYMBOL LEGEND FLEX DROP L= 48' DETAIL 2 (X 12) HANGER TB' (X 3) AREA MAP REVISIONS MAKE TYPE MODEL AQUA CORR. AF -48 AQUA CORR. AF -48 OUT 1/7 3/4" QNTY 8 4 SYM MANUFACTURER S.I.N. EXISTING ® UNCHANGED TYPE MODEL I °,°V,,,'°i0x" I,Z, { UNCHANGED SSP SSU CHR BRZ CHR 5.8K 5.6K u2 1/2" 155° 200° NEW per 6A-5 h -e fin,* • ■ • RELIABLE R3815 SSP FIFR CHR CHR 5.61( 1/7 155° 8 REUABLE RELIABLE A=17 R3625 R5714 SSU • DRY SSP F1FR F3OR BRZ CHR 5.8K 1/2' 200° CHR 5.8K 1" 155° AFF 8011 800 80P 078 FO 1FOW OFOW NAS 111.0 ABOVE RNISHED F100R 807704 OF BEAM BOTTOM OF DECK 801700 OF JOIST BOTTOM OF RAIN BOTTOM OF TRUSS CUT 10 SUIT RELD G10E71 01610E FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SP10100E110 UNLEIB NOTED OIIERMSE CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE: ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE: NTS CONTRACT WITH AXIOM COMMERCIAL CORP. 13110 NE 177TH PL#312 WOODINVILLE, WA. 98072 PROJECT MANAGER : NICK GALASH PHONE : 360-668.1029 FAX : 360-668-1022 SUPERINTENDENT: PHONE: FAX : 7/0 7; Le)L, FITTER/LISTER NOTES 1. ALL FLEX DROPS TO BE PER DETAIL 2 U.N.O. 2. ALL HANGERS TO BE TYPE TB' U.N.O. 3. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2' x 4' TILES 4. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 5. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS DIAMETER END PREP TYPES ALLOWED wow'INTERNAL we°F WATER/PPEIN G1AO^ DALLONS 1 40 0.133 1.049 114RFAOEO, 0.1T GROOVED, ROLL GROOVED, PL0J ENO, POLISHED 2.05 0.044 °° WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( 111) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS, CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWUILA EXISTING CRITERIA RETAIL - ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: RESTERAUNT - ORDINARY HAZARD GROUP I WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING 140 PSI 20 PSI 7316 GPM LOCATION OF TEST AT SITE DATE OF TEST 2007 DATA SUPPLIED BY CITY OF TUK(MLA ELEV. OF FLOW TEST: SAME AS SITE HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1058 SQUARE FEET DEMAND AT BASE OF RISER 560.0 GPM AT 106.0 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 810.1 GPM AT 108.5 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) ovg 1 I J I .J..I.J 11� AREA OF WORK - FAMILY FUN CENTER SITE PLAN CERTIFICATE OF COMPETENOYSTAMP NTS Z i0 W U D 0 c[ 0 O Z 0 U PAID JUN -42010 TUKWILA FIRE .2 4.5-7/11 1/5-6 5/ 5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 928-1880 FAX: (253) 926-2350 BAJIO @ FAMILY FUN CENTER 7100 FUN CENTER WAY TUKWILA, WA. 98188 DESIGNER PROJECT MGR DATE SHEET JOB NO. JAMES N. L LUVAAS 6/3/10 1 OF 1 TI10072 FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Baijo Mexican Grill 7100 Fun Center Way Suite 140 Permit No.: 10-H-179 Date: August 19, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • The suppression system manual pull station shall be located no closer that 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not Tess than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. 0 SECTION IX APPENDIX UL EX. 3470 ULC CEx747 Page 9-1 10-1-02 REV. 5 SYSTEM SELECTION GUIDE Note: System options do not cover all conceivable variations. They are listed here as a general guideline to show the most common type arrangement for multiple systems, Based on certain system designs utilizing manifolding, non-manifolding, 3 -tank systems, etc., other tank/cartridge combinations can be designed. The combinations below are based on 11 flow, 3.0 gallon tanks and 5 flow, 1.5 gallon tanks. More competitive designs may be available by utilizing 12 flow and 6 flow systems when appropriate. ' Total Tank Type of Carbon Dioxide Nitrogen Flow No.* Quantity System Type of Hardware Cartridge Required Cartridge Required 1-5 1 Single 1.5 Gal. Reg. Release 101-10 (423439) LT -20-R (423429) 6-11 1 Single 3.0 Gal. Reg. Release 101-20 (423441) LT 30-R (423435) 12-16 2 Double 1.5 Gal. Reg. Release 101-30 (423443) Doable (423493) 3.0 Gal. Additional Tank 17-22 2 Double 3.0 Gal. Reg. Release 101-30 (423443)** Double (423493) 3.0 Gal. Additional Tank 23-33 3 Multiple 3.0 Gal. Reg. Release 101-20 (423441) LT -30-R (423435) 3.0 Gal. Reg. Actuator 101-30 (423443)*** LT -A-101-30 (423491) 3.0 Gal. Additional Tank 23-27 3 Multiple 1.5 Gal. Reg. Release 101-10 (423439) LT -20-R (423429) (Optional) 3.0 Gal. Reg. Actuator 101-30 (423443)*** LT -A-101-30 (423491) 3.0 Gal. Additional Tank 28-33 3 Multiple 3.0 Gal. Reg. Release N/A Double (423493) (Optional) (2) 3.0 Gal. Additional Tanks 34-38 34-38 (Optional) 4 Multiple 1.5 Gal. Reg. Release 101-10 (423439) LT -20-R (423435) 3.0 Gal. Reg. Actuator N/A LT -A-101-30 (423491) Double 3.0 Gal. Tank Box Multiple 1.5 Gal. Reg. Release 101-30 (423443) Double (423493) 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator 101-30 (423443)*** LT -A-101-30 (423491) 3.0 Gal. Additional Tank 39-44 4 Multiple 3.0 Gal. Reg. Release 101-20 (423441) 3.0 gal. Reg. Actuator N/A Double 3.0 Gal. Tank Box 39-44 4 Multiple 3.0 Gal. Reg. Release (Optional) 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator 3.0 Gal. Additional Tank 101-30 (423443)** 101-30 (423443)*** LT -30-R (423435) LT -A-101-30 (423491) Double (423493) LT -A-101-30 (423491) 45-49 5 Multiple 1.5 Gal. Reg. Release 101-30 (423443) Double (423493) 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator N/A LT -A-101-30 (423491) Double 3.0 Gal. Tank Box 45-49 (Optional) 5 Multiple 1.5 Gal. Reg. Release 3.0 Gal. Reg. Actuator 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator 3.0 Gal. Additional Tank 101-10 (423439) 101-30 (423443)*** 101-30 (423443)*** • Based on 5 flow numbers for a 1.5 gal. system and 11 flow numbers for a 3.0 gal. system. If tanks are maniiolded, only a "double tank nitrogen cartridge (Part No. 423493) can be used. "' If tanks are manifolded, either an LT -A-101-30 nitrogen cartridge (Part No. 423491) or a double tank cartridge (Part No. 423493) can be used. LT -20-R (423429) LT -A-101-30.(423491) LT -A-101-30'(423491) i TE 0 Without Comments O As Noted in Red R' Per The Attached Letter These plans ha— : 'owed by The Tukwila Fire Prevention Bur,:: tornance with current City standards. Accu , ;uoject to errors and omissions which un nok 31 dhorize violations of adopted ,: andards and ortrinances. The responsibility for the ;adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings,;after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Y-19 - f 0 By: 1 Jl I ,u+MLA rtRL WEPARTQ ►� rlease call: 575-4407 and give this job No. (O- Ili�___� and exact address for shdb' Town or restoration aonrovai. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Family Fun Center Retail Building 7100 Fun Center Way Permit No.: 08-S-456 Date: September 17, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 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). • 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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 0'-10• 24'-2• 1B-5' O (4 EP -4. 16-15' 14.4• 24'-2• Qc._,,,...amemaxtriusatarasiomm, 12.8.5' 13'-8 T-0' 11'-5" 1'-10' 28 16-4" 4-0 8'-4• 12-5" 5'i" b It 3"I 3 3l 3 vr+ BOD d Gal ▪ lir 3 3 18K 125/500 3 //z/ _ 38m251500___ .0 I I I• L /7.-/ /1 _ 16K 125/500 0 - 1 WD 21 2 1 9T 18-2.5 AFF 15-11 AFF c-jl 1 AFF �J "I 18K 125/500 I 3 SQ 16-3 AFF SPRINKLER PLAN HANGER LEGEND SCALE 1/8•-7'-0' FITTER / LISTER NOTES 1. EXISTING 1.5" BRANCH ONES ARE INSTALLED APPROXIMATELY 16'-8" AFF. 2. HANGERS ON NEW ARMOVERS ARE TO BE TYPE TB' W/ 3/87x8.5" ATR UNO. TB SEE HANGER DETAIL TB SPRINKLER LEGEND 8YM 1 MANUFACTURER 1 B.I.N. 1 TYPE I MODEL 1'7"„17" 1 1 ''1,:° E)0STING ABBREVIATIONS SYMBOL LEGEND 185.5 AFF BOD 18/S125/500 1.5 18K 125/500 lea 3 y 1_ "l REVISIONS FILE COPY CCEPTE Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fire Prevention Bureau for corrin,;+ ii n e withcurrent.city standards: Acceptance is offer& and or ls•:. iJnewhich dJ lili 7 Ltrioi,.._.e• i!Ji..:Llr( is ofadopted stunt: ,ryas for the i 1 adequacy of �.,.:(,: ;� r . ,._ : ,I.;I s'•;r{, t;IL; �sl :.inner. Additions, deletions or re.vi; ion f5./ i.1.1.1? drawings atter this date will void th -i.accep1),Ic.e ;end will require a resubmittal of revised Ur/Wings for subsequent approval. Final accepia ce is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. Date: C1-/ -0 ii By: ACH _(I 1 ruKWILA FIRE DEPARTMENT. Please call: 575.4402 and give this job arl j exact address for shute ,uwn or rest.ration approval. NOTICE Weld stamps must be inspected before pipe is hung. ,ao not paint piping prior to hydrostatic test ca7! roval WWF; TARIT MOTECE Because of Increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. UNCHANGED UNCHANGED SSU REC. SSP F1 F1 FR BRASS CHROME F1 CHR 1/2 1/2 1/2 1/2 200' 155° NEW • RELIABLE RELIABLE R3615 R1015 REC. SSP SSU F1 FR F1 CHROME BRASS F1 CHR 1/2 1/2 1/2 1/2 155' 200' TOTAL THIS SHEET 7 AIF B OB BOD BEM B CE BOT CTT FO OFCAV NAT ONO ABOVE RNEHED R. BOTTOM CF BEAM BOTTOM OF OED( BOTTOM OF JOVE BOTTOM OF RNR( BOTTOM OF TRIM CUT 10 BUT FIELD OBODL 111810E FACE OF WNL OUTSIDE FACE OF WNL NO AUTO. BRD.4ED8 MEN N01E0 OFERYABE 900 0 -111- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION 7(77 )--72-11'071f-71-,/ ,ir;// CONTRACT WITH AXIOM COMMERCIAL CORP. 13110 NE 117TH PL. . SUITE #312 W00DINVILLE, WA PROJECT MANAGER : NICK GALASH PHONE : 360-888.1029 CELL : 208-335-2770 FAX : 360-868-1022 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE STEEL PIPE ASTM A-785 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNILL DIAMETER END PREP TYPES ALLOWED Waif BF WATER (PPE DI'R IN MOAB 1 40 0.133 1.049 THREADED, CUT GROOVED. ROLL 0RDWED, RAIN END, PDIJ8HED 2.053 0.044 1 1/4 40 . 0.140 1.300 ROLL GROOVED. PDD614D, PLAIN END (FOR BUTT WELDING) 1.617 0.087 1 1/2 EDDY FLOW 0.083 1.754 ROLL GROOVED, POLISHED, PLAIN EMI (FOR BUTT MOW) 2.448 0.125 2 EDDY FLOW 0.003 2222 ROLL GROOVED. POLISH -D, PLAIN END (FOR BUTT WHDIq) 3.456 0.202 212 EDDY FLAW 0.083 2.729 ROLL GROOVED. PLAIN END (FON BUTT WELDING) 4.794 0.303 9 EDDY FLAW 0.090 1942 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 8.528 0.458 4 EDDY FLOW 0.101 4.916 ROLL GROOVED, PLAIN ENO (FDR BUTT WELDING). 8.927 0.773 6 10 0.194 5.295 ROLL GROOVED, PLAIN END (808 BUTT WELDING) 17.900 1.144 8 10 0.134 8.357 ROLL GROOVED. PLAIN END (FCO BUTT WELDING) 23.030 1.649 8 10 0.188 8248 ROLL GROOVED. PLAIN END (FDR Burt WELDING) 40.080 2.78 AA WALL THICKNESS PER NFPA #19 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE T.I. AT THE TUKWILA FAMILY FUN CENTER. A NEW SSP SPRINKLER TIED INTO ROOF BRANCH UNES WITH A STRAP TEE WILL BE INSTALLED BELOW THE NEW RESTROOM CEIUNG. NEW SSU SPRINKLERS WILL BE CUT INTO ROOF BRANCH UNESTO SPACE THE UPRIGHT PROTECTION TO THE NEW FULL HEIGHT WALL CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. PAINTING OR LABEUNG OF PIPE. 2. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 3. ELECTRICAL OR ALARM WORK OF ANY KIND. 4. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 5. RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 7. SEISMIC INVESTIGATION, CALCULATIONS OR PE REVIEW ON NEW OR EXISTING SPRINKLER SYSTEM COMPONENTS. 8. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE BUILDING STRUCTURE FOR HANGING OF SPRINKLER PIPE. 9. BACKFLOW INSTALLATION, MODIRCATION, OR CERTIFICATION (IF REQUIRED) 10. WORK ON OVERTIME OR AFTER HOURS. DESIGN CRITERIA: PER NFPA 13: 2002 EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. NEW RETAIL SPACE: O.H. 2 DENSITY IS .20 GPM / 1500 SQ. FT. THERE IS NO CHANGE TO THE DESIGN CRITERIA OR THE USE AND OCCUPANCY OF THIS SPACE THEREFOR NO NEW HYDRAUUC CALCULATIONS ARE NECESSARY. PIPING / FITTING LEGEND EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE S NEW STRAP TEE WALL LEGEND I I r////z/a iJ ..LEN TOP CHORD OF BAR JOIST PARTIAL HEIGHT WALL FULL HEIGHT DEMISING WALL NEW WALL TO 10 -Cr AFF W RETAINER STRAP GRINNELL FIG 92 9/9' BEAM CLAMP 3/8' ATR HANGER RING I. HANGER DETAIL 'TB' PAI !r SEP 15 2008 Tukwila Fire SMITH FIRE SYSTEMS, INC. 5 1108 TACOMAAVE EAST TACOMA,, WA 98424 CONTR. REG. NO. SMTTHF513607 Bue: (253) 828-1880 FAX: (253) 828-2350 ' TUKWILA FAMILY FUN CENTER 7100 FUN CENTER WAY TUKWILA L WA 5 5q 11{O DESIGNER DATE SHEET JOB NO. JOHN R. 09/12/08 1 OF 1 T16181 8.10' 24'-2 144' 24'-2 0-10' NO CELL UTILITY ROOM NO CEIL NO CELL IN ME I NI A III Ft INTERNAL DIAMETER END PREP TYPES ALLOWED i 110-31 FA --RROOM HVAC ROOF UNITS TYP 113K 125/500 SHOWER GWB 9-0' AFC 15-11 AFF 18K 125/503 TB SEE HANGER DETNLTB HANGER LEGEND GWB 10-0'AFF ISI SPRINKLER PLAN 4 B SCALE 1/4'-1'-47 FITTER / LISTER NOTES 1. EXISTING 1.5' BRANCH UNES ARE INSTALLED APPROXIMATELY 15.6°' AFF. 2. HANGERS ON NEW ARMOVERS ARE TO BE TYPE 781 W/ 3/850.5' ATR UNO. SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS BYM 80571 • NEW • NG MANUFACTURER UNCHANGED UNCHANGED RELIABLE RELIABLE 83815 R1015 TYPE MODEL EKva SSU REC. SSP REC. SSP SSU F1 FIFR F1 FR F1 BRASS CHROME CHROME BRASS FI CHR F1 CHR 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 FLTII 200° 155' 155° 200' TOTAL THIS SHEET 9 10 AFF BOB BGI BOO BB3T GTE BUN ORN AWE 1110 ABOVE MEND ROM BOTTOM OF BENT BOTTOM OF OH]( BOTTOM OF JOSE BOTTOM OF RHS1 00 TOM OF MUSS OTT TO BUR REID 01O0T 51810E FACE OF WNL OUTSIDE FACE OF WALL NO NDO. 9PRNGEEB UNLESS NOTED 0188)1, 0E CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE Lt! I tR INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG /40. DATE BY REASON FOR REVISION 1W29/08 J.R. AS BUILT CHANGES CONTRACT WITH AXIOM COMMERCIAL CORP. 13110NE117THPL. SUITE#312 WOODINVILLE, WA PROJECT MANAGER : NICK GALASH PHONE : 360-668.1029 CELL : 206-335-2770 FAX : 360-888-1022 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS U4LESSNOEEDOTHERWISE: STEEL PIPE ASTM A- 795 OR BETTER PIPE SIZE SCHEDULE Wim' THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED wow. °P WNBTIPPE CAPAOW Draws 1 40 0.199 1.045 THREADED, CUT GROOVED. ROU. GFKKNED, PLAT BTG. POU8HED 7057 0.044 1 1/4 40 0.140 1.380 Rat GROOVED. POLISHED. PLAN END (FDR HRT W IDIA10) 1.817 0.097 1 1/2 EDDY FLOW 0.083. 1.754 ROU. GROOVED, POLISHED. RAN Ern (FOR BUTT WELDING) 2.448 0.125 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, FLAIR ED (FOR BUR WELDING) 3.458 0202 21/2 EDDY FLAW 0.089 2.729 ROLL GROOVE°. Paw END (WR DOTE 448DIN0) 4.734 0.333 3 EDDY FLAW 0.090 3.942 ROLL GROOVED, RAIN END (FOR BUR WBDING) 8.526 0.458 4 EDDY RAW 0.101 4.310 ROLL GROOVED. RAIN END (FOR BUR LAUDING) 8.927 0.773 5 10 0.134 5.285 POLL GROOVED. RAIN END (FOR HITT WELDING) 17.300 1.144 8 10 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) .. 23.030 1.849 8 10 0.188 8249 ROLL GROOVED. RAIN END (FOR BUR WELDING) DING) 40.080 2.78 •• WALL THICKNESS PER NEPA 9 13 .. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE T.I. AT THE TUKWILA FAMILY FUN CENTER. A NEW SSP SPRINKLER TIED INTO ROOF BRANCH LINES WITH A STRAP TEE WILL BE INSTALLED BELOW THE NEW RESTROOM CEIUNG. NEW SSU SPRINKLERS WILL BE CUT INTO ROOF BRANCH UNES TO SPACE THE UPRIGHT PROTECTION TO THE NEW FULL HEIGHT WALL. CLARIFICATIONS: 1: ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. PAINTING OR LABEUNG OF PIPE. 2. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 3. ELECTRICAL OR ALARM WORK OF ANY KIND. 4. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 5. RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 7. SEISMIC INVESTIGATION, CALCULATIONS OR PE REVIEW ON NEW OR EXISTING SPRINKLER SYSTEM COMPONENTS. B. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE BUILDING STRUCTURE FOR HANGING OF SPRINKLER PIPE. 9. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 10. WORK ON OVERTIME OR AFTER HOURS. DESIGN CRITERIA: PER NFPA 13: 2002 EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. NEW RETAIL SPACE: O.H. 2 DENSITY IS .20 GPM / 1500 SQ. FT. THERE IS NO CHANGE TO THE DESIGN CRITERIA 013 THE USE AND OCCUPANCY OF THIS SPACE THEREFOR NO NEW HYDRAUUC CALCULATIONS ARE NECESSARY. PIPING / FITTING LEGEND EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE NEW STRAP TEE WALL LEGEND I PARTIAL HEIGHT WALL FULL HEIGHT DEMISING WNL. NEW WALL TO IO-0'AFF TOP CHORD OF BAR JOIST B• RETAINER STRAP JIT GRINNELL RG 92 3/8° BEAM CLAMP 3/8' ATR HANGER RING HANGER DETAIL 'TB' 0 0 0 w c 0 L AS BUILT SFS SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS13807 Bus: ( 253 ) 928-1883 ' FAX: (253) 928-2150 TUKWILA FAMILY FUN CENTER 7100 FUN CENTER WAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. JOHN R. 09/12/08 1 OF 1 TI81B1 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Granite Transformations 7100 Fun Center Way Suite 130 Permit No.: 11-S-009 Date: January 11, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 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 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. GENERAL NOTES NO WORK ❑ Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not autl'orize violations of adopted andards and ordinances. The responsibility for the equacy of design rests ataily with the designer, Additions, deletions Or e on to tress drawing's after J a I "oat.:''Nell void thisacceptance a c `p i$ iecuire a 1 tiSUbirlit'Ccil Of revised SUL, rent approval. { f i1$al c l tance is subject to field test and inspection by f .qe T-ila Fire Pre n Bureau. Dae; 1"'1f-! ( By:J 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BEI Ith PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER /PPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED. CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPUNGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. _____ 18K125/500 ______.._,! _ 02B HORIZONTAL SIDEWALL SHOWN OFFSET H FOR CLARITY m SEE SIDEWALL "t 1 DETAIL SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA MERCANTILE - ORDINARY HAZARD 2 NEW DESIGN CRITERIA: MERCANTILE - ORDINARY HAZARD 2 TENANT IMPROVEMENT: THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACIUTY HAS ALREADY BEEN PROTECTED BYA FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, UGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABIUTY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAUUC CALCULATIONS ARE NECESSARY. SEE O.H. DOOR DETAIL I KW1LA FIRE DEPARTIAEN Please call: 575-4402 and give this job No.�,/ / c -0 09 exact address for shuti ..'.vI1 or restoration apurova , 1?K 725,. VJ z il^Y I.J.. 0 W 0 i0 is 0" O 0 L{) z 0 0 16K 125,/500 13'3• PIPE / FITTING LEGEND WALL LEGEND SPRINKLER PLAN 0 NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE ► NEW PLUG S NEW STRAP TEE ( �xxxxxxxxxx.xl EXISTING WALL NEW WALL TO CEIUNG NEW FULL HEIGHT WALL 4 a SCALE 1/4'=1'-0' Fant_K Fun C 5 Bullvrinhl:'; . PZGt�,sani' FAMILY FUN CENTER FITTER/LISTER NOTES 1. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 2. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 3. SEND (3) EACH (0-1.5) THRU (0-6) 1" NIPPLES FOR USE IN RESTROOMS. 4. SEND LOOSE (2) 1x1/2THR. R.C. 5. SEND 5' OF BULK 3/8" ATR FOR CTS HANGERS. 1' FIELD SELECTED NIPPLE — AREA OF WORK 4 RELOCATED SSU METAL DECK TRACK SUPPORT 0.°1 ' (2)1/4•xt'TEK SCREWS OVERHEAD DOOR .' 3/6' SIDE BEAM BRACKET TOLCO FIG. 58 (� � _1' PER PLAN 1 3/8'43' ATR • HANGER RING�III ' PLUGGED SSU BUILT UP ROOFING OVER METAL DECK 16-10• AFF (4) #10 SHEET METALSCREW �AFCON FIG. 610 3/6' CEIUNG PLATE -- 3/6' ATR NEW FULL HEIGHT DEMISING WALL EXISTING BRANCHUNE STEEL BAR JOISTS ^HANGER RING HSW SPRINKLER HEAD J 1' x 1/2' REDUCING COUPUNG 1' PER PLAN\ 1.90° ELBOW 1' PER PLAN SIF` -1' 1' CHR F&C PLATE �Hampton bli m St.ANAII I:n S'c,IIIIIi ntel S 1 sett Si. E'-0" galk AFF —7-7" AFF OmeSceao ; l ludia Suites _ Lempotre5 W3 Seattle - (2) HSW SPRINKLER Y V WTTH 401 TRIM Erneassy St"1es1 Ian hotel Seams Taaom Ipt5mational Aaport Tukwila/''� AR1tt5KT it PA OFFSET INTO WALL TO SUPPLY BM HSW SPRINKLERS HANGER DETAIL 'CP' O.H. DOOR DETAIL SIDEWALL DETAIL AREA MAP SITE PLAN NTS NTS JA ; -7 2011 TUKWILA FIRE RESTROOM HARDUD SPRINKLER LEGEND SYM MANUFACTURER EXISTING FUTURE RESTROOM //— CONCRETE SLAB UNCHANGED UNCHANGED UNCHANGED UNCHANGED SSP SSU HSW DRY SSP CHR BRZ BRZ CHR CHR CHR 5.6K 5.6K 5.6K 5.6K BUILDING SECTION REUABLE RELIABLE RELIABLE RA1425 R3635 R3635 SSU HSW HSW F1FR-56 F1 FR F1 FR BRZ CHR BRZ 5.6K CHR 401 6 ABBREVIATIONS AFF SOB SCO SOP SOT CTS 50 IFOW OFOW UND ABOVE FINISHED POOR BOTTOM OF BEAM BOTTOM OF OECX BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE CF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERVASE BOO 0 NTS TOTAL NEW SYMBOL LEGEND REVISIONS CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE itR INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE I ER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEJOBLE COUPUNG RIGID COUFIJNG NO DATE BY CONTRACT WITH REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : AXIOM COMMERCIAL CORP. 13110 NE 177TH PL #312 WOODINVILLE, WA 98072 PROJECT MANAGER : NICK GALASH CELL : 206-335-2770 PHONE : 360-668-1029 FAX : 360-668-1022 SUPERINTENDENT : PHONE : - 441114110kh:t r 1111Y7-311 GRANITE TRANSFORMATIONS T TUKWILA FAMILY FUN CENTER .7100 FUN CENTER WAY irTUKWILA, WA SMITH1FIRE SYSTEMS, INC. 54(11 AVE EAST / CONTR. REG. NO. SMM-IFS1360T TACOMA, WA 98424 DESIGNER OV JOHN R. PROJECT MGR DATE 01-06-11 SHEET JOB NO. 1 OF 1 #1. Note: A value msut be entered if you have selected any NAC circuits as AUX Power. -- Global -Project Values. SILENT 'Project Name: BAJIO MEXICAN GRILL Standby -Hours: 24 306 KNIGHT 'Project ID: Alarm Mins: 5 Prepared By: James Fossett Derating Factor: f 1.2 5808 Calculations Date: 2/7/2011 Voltage'Drop Waming Threshold %. 10 Panel ID: MAIN Model: 5808 Add:"Fire Alarm Control Panel Max NAC Current: "3.0 Amps Location: ELEC./SPRINKLER RM. Volts: 24 VDC MaxPanel Current: 5.0 Amps. Current Draw Ckt;# Circuit Name Qty Standby Alarm Wire AWG Ohms Per Length(ft) Actual Volts --@ %Drop & Type 1000 Ft. One -Way Ohms EOL°Drop -5808 5808 CTRL Panel 1 0.206 0.356 SLC -DEV Addrsbl SLC Devices 21 0.012 0.012 5860 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 =.5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 Other 0.000 0.000 Other 0.000 0.000 SD -Duct Duct Hsg w/Relay 0.000 0.000 5883 Relay Module 0.000 0.000 PGM-I/O#1 Notification Appl Circuit 0.000 1.846 #12 Solid 1.59 250 0.80 22.53 6:11% PGM -I/0#2 Notification Appl Circuit 0.000 2.435 #12 Solid 1.59 250 0.80 22.06 8.07% PGM -1/0-#3 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 24.00 0.00% PGM-I/O#4 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 24.00 0.00% Aux Power *1 # of NAC's Used 0.000 0.000 Total Standby Current (Amps) 0.238 4.674 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required :`5.701 0.389 Total Alarm AH Required Total Combined AH Required 6.09 Command Shortcuts 'MultiplylByTheDerating Factor 1:20 , , Minimum Battery AmpHours Required 7.31 Configure Circuits Print Page #1. Note: A value msut be entered if you have selected any NAC circuits as AUX Power. SILENT El Circuit Configuration Project Information Project Name: BAJIO MEXICAN GRILL Prepared By: James Fossett Project ID: 0 Date: 2/7/2011 Ckt. Number: PGM -I/0#1 Panel ID: Ckt. Name: Notification Appl Circuit I/D .Use:I MAIN Notification Appl Circuit Qty Device Current Draw Each Current Draw -Total Standby Alarm Standby Alarm 5 System Sensor P2R 110cd Horn/Strobe 0.000 0.271 0.000 1.355 1 System Sensor P2RK 75cd WP Horn/Strobe 0.000 0:227 0.000 0.227 4 System Sensor SR 15cd Strobe Light 0.000 0.066 0.000 0:264 Unused 0.000 0.000 0.000 ,, 0.000 0.000 0.088 0.000 0.000 Totals 0.000 1.846 Ckt. Number: PGM -I/0 #2 .Ckt.:Name: _;Notification Appl Circuit: Panel ID: MAIN 1/O- Use:[Notification Appl circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor P2R 110cd Horn/Strobe 0.000 0.271 0.000 1.355 8 System Sensor P2R 15cd Horn/Strobe 0.000 0.135 0.000 1.080 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.088 0.000 0.000 Totals 0.000 2.435 Ckt. iNumber: `PGM-I/O#3 PanelID: Ckt.`Name: Notification Appl Circuit I/O Use MAIN Notification Appl circuit w Qty Device Current Draw. Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0:000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.088 0.000 0.000 Totals 0.000 0.000 Ckt. Number: PGM -I/O #4 . Panel ID: Ckt. Name: Notification Appl Circuit I/O Use:1 `MAIN Notification Appl Circuit ' w Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 RSLR DrAG2AM FF -- PA r2A, F [ FL V S �Z2 C ALL 2 M Awc, 2 Lo,.(:), 0 J/ EO LI ij / 1VAIIIN(- i AICI 7 / PA'vrZL R1 -31v y• %lr c✓ Vie 5 ±o c r ��� OL/ - RETAIL AREA Suite 1?0 Fire Alarm Plan 0' 4' 8' SCALE: 1/8" = 1' - 0" 16' North L.J 4l til il. .x,44"Comments fie As N h ed Letter The -se plan h ` e , ; r wed by The Tukwila Fire Prevention E.<U::... .w s )r dance Iit1) current City Abject. ,..o errors and omissions which rithorrze violations of adopted T''zandards and {... fi::: The responsibility for the r1 lacy of ' ! Ir4 •5. i, i 7 adequacy ;�,. , , .... , :,r; � ,,; the dEsignF►', Addition:, d`;'.ietioi,. �l r, sl drawings.after this d s t . 1' r ?s ?s will require a resubrnit' ,:il tai I t'l r a -i {'a°4 a as ii? ,L'quent approval. Final acceptance IE si tri c to field test and Inspection by The Tukwila Fire Pr vent onUreau. Date: 111 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. UKW1LA FIRE DEPARTMagt Please call: 575.4407, and give this job No. //-F- 03) and exact address for shut. Town or restoration auuroval EXISTING FI AND FIRE S ALARM CONTROL PANEL INKER RISER ?REA UNDER THIS PERMIT FL) Vicinity Plan SCALE NONE North FUN CENTER WAY Y Symbol Legend Make/Model No. Qty. FAA FIRE ALARM REMOTE ANNUCIATOR wall mount @ 60' to center of enclosure back box = standard 2 gang SILENT KNIGHT 5860 (E) ANALOG/ADDRESSABLE SINGLE ACTION MANUAL PULL STATI❑N wall mount @ 48' A.F.F. to bottom of back box back box = standard 2 gang w/ 1 gang mud ring SILENT KNIGHT IDP -Pull -SA 1 gra HORN/STROBE COMBINATION wall mount @ 80' A.F.F. to bottom of back box back box = standard 2 gang w/ 1 gang mud ring cd = candela rating of strobe light SYSTEM SENSOR P2R (E) xxr:d STROBE LIGHT wall mount @ 80' A.F.F. to bottom of back box back box = standard 2 gang w/ 1 gang mud ring cd = candela rating of strobe light SYSTEM SENSOR SR (2) INDICATES EXISTING DEVICE N/A N/A Wire Legend A SLC EXTENSION (2) #18AWG, FPLR (FIRE RATED CABLE) B N.A.C. EXTENSION (4) #12AWG. FPLR (FIRE RATED CABLE) Flag Notes INSTALL NEW ADDRESSABLE MANUAL PULL STATI❑N, TIE INT❑ EXISTING ADDRESSABLE CIRCUIT AS SHOWN. INSTALL NEW STROBE LIGHT, TIE INT❑ EXISTING N,A,C, AS SH❑WN, PAID FEB - 9 2011 TUKWIL.A, IRE , `. PROJECT NAME1. Granite Transformation 7100 Fun Center Way - Suite 130 Tukwila, WA 98188 ATE' 2 / 7 / 11 SYSTEM TYPE'FIRE ALARM &DETECTION DRAWN BY4 F CALE' AS SHOWN LICENSE T87 ALARMCI055CW APPROVED BY' DATE 11 REVISION DATE REVISION ACE FIRE & SECURITY SYSTEMS A DIVISION OF ALARM CENTER, INC. 1-800-354-1555 P.O. BOX 3363 LACEY, WA 98509-3363 SHEET Na FA1 1 of 1 • Property Lino • Property Line • 046 • •,•*"' #.00#• 00- ••••••• • Line of ordinary/ high water -..y, • 4gtIllfftylimm waterline ° ,,, 21' Light Pole /If ..•••# - „es•- ••••- 0 so • • 1. • /7 Property Line ••••••41%. • 4. • •: • ••t ••t: • • •• •• • • .• **1.0 %••1 t • • • • . N 'I . ••e• • '• Os • • • I.% • , • • '11• ••••‘.. b.: Exist! • •••••••••••parateassreaseram • Ming ht standard Asphalt .• tidy Line Drain to Sanitary Sews /• 21' Light Pole. with gured storm e plan. NIL) New • Striping Existing Asphalt Light. standard Lunn OA) d1ASV"Ig V• • 44%1444‹ Power easement witetti,60 ••-• .0••• 0 Etik. 7.4.a r )71 Withoul•CowirvnIt ,Rr- • • Par Ti Ur 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. .... •r, 1 nese pl5ns have t:•:•:.qn f',:!,dc.i,,,Apo'',° 1.)y• Ihe 1 Owita Fire . . „.. .. , Fire Prevention Burfer cpc)torri-once with current city . lf standardt, Acceptah6',! i..': •,:i1',,::..i ttf) ci,(Tors and - - oniissionb ,iivh;c1) doift;t':::.,,:ot'riofize.•,-iiolationE. of adopted starfaards and orTivinces. f re4JorisibIily for the adequac/ of d0to'!:ally ,,..i'ith the det5igner. Additions, deletions or il:visjon$ ix) these drawings atter this 'date will void thi.s.a.Ooptance.nd WI require a resubmittal of revised drawings for subsequent approval. Final ,4coe'Pfeoce ,is subject to field test and inspection b\ The Tukwila Fire Prevention Bureau. • Date:OF-1(.4A By: o'7 tyk L.e.6.'.54,- 4t ceilm5 civuc- act edva. --- tIcA oVer-S,/ ci.fropetetk.,C.ciptit*Ick 1-0.4y135. 1-(4b7f Vb/ , . 1 • • .! • Existing Light standard • . • • 'aIgNi:'• • • .P9 • •44-• 100' Offsetfrom ordinary high water line 21' LW* Pole TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. nJ exact address for shuts ouwn or restoration approval; Existing 12( Light 4uk standard • VORTARIT • so to vainsbretsp 0 I ot0e7Property ne telanilsCiPe t4 Buffer 200' Offset from / ordinary high / water line FuluriN tYdr AN • w Existing 104* Light • darii -fe-H141.1 ASNIALT PATCH gAMP-- 214)1P o • %-••. leste • oe. woolD • Lightstandard! underground Power N5 • 4,b 4,\ is4.4s • • DPe . • • SCALE: 1" 3 "'+'• Because of increased demand our .inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of48 hours in advance• the date you want an ins ori. VEICEINTY NAP [Ms LEOAL DIES©LTO© _ (AS SHOWN ON SURVEY BY CENTRE POINTE. SURVEYING DATED S/e/o3) • i THAT PORTION OF 'ME WEST HALF OF SECTION 24. TOWNSHIP 23 NORTH. RANCE4 EAs7 oF THE WALAMETTE• MERIDIAN, IN KING COUNT( wAsHINGioN.- uerm MORE VAK lictn.NCLY otottr.0 PQL.LOWti: COMMENCING AT 114E INTERSECTION OF 7NE 2M -UNE OF PRIMARY .STAIE HIGHWAY NO ,1 GREEN RIVER INIERCHANGE, ALL AS CONVEYED 111* OR CONDEUNER SY 1)4E STATE OF WASHINGTON BY DEEDS RECORDED UNDER KING COUNTY RECORDING NOS. 5499512. 5507201 5510773. 550V7B. • 5536582. AND PR0CEEDNGS UNDER ICING COUNT? SUPERIOR COURT CAUSE NO. 595089, STA POC' (21.4 134+28.58. WITH ME A -UNE. STA POT 102+52:12, AS SHOWN ON THAT CERTAIN MAP ON FILE W1114 1HE STXTE___ OF WASHINGTON DEPARTMENT OF 'TRANSPORTATION LABELED SR 405 GROOM • RIVER INTERCHANGE RIGHT OF WAY STA 99+00 TO.STA 120+00. SHEET 2 OF 2. APPROVAL DATE OF JANUARY 30. 1962. VAIN LAST REVISION DATE OF DECEMBER 31, 1992; TWICE NORTH 4210'02" EAST ALONG THE CENTERLINE OF SAID A. -LINE, 88.55 FEU 70 STA 103+70.57 OF SAID A -UNE: THENCE NORTH 4729'55- WEST, 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY SAID PRIMARY STATE HIGHWAY NO. 1.ISAID POINT son /HE BEGINNING OF A CURVE .CONCAVE TO 711! SOUTH WITH A RADIUS OF 163.00 FEET'. AND ALSO BEING THE TRUE POINT OF BEGINNING: THENCE NORTHERLY..EASTERmiLY AND SOUTHERLY ALONG SAID RIGHT OF WAY ON THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 6415'29" A DISTANCE OF 184.37 FEET; THEME LEAVING SAID RIGHT OF WAY, AND BEARING NORTH 211411' ' EAsr. 38.16 FEET; THENCE NORTH 641e08" %EST, 5.90 FEET; THENCE NORTH 2.245stis• vfiEsz 156.10 FEET: THENCE NORTH.22°01`42' EAST, 229.49_T 70 A POINT ON THE ORDINARY HIGH WATER UNE OF THE GREN (WHITE) RIVER. AS IT WAS MAPPED Br BARMAUSEN CONSULTING ENGINEERSI_INC. ON AUGUST 11. 1997;, THENCE ALONG THE ORDINARY HIGH WATER UNE OF SAID RIVIat THE ' FOLLOWING COURSES AND DISTANCES: SOUTH 7011D'Or___W_E-RT,_ 39.06 FEET; THENCE SOUTH 73'00'00' VEST. 65.00 .FEET: Thome SOUTH srono* vim. 100.00FEEr; . . THENCE SOUTH snotor ware 3o.00 FEET; 'THENCE SoUTH ersota* __; 35.00 FEET: 'THENCE SOUTH 5630'00' timr.100.013 FELT; THENCE SOUTH 5100'00" itEST, 50.00 FEET% THENCE soul; 3510'013" %ESL 40.00 Rd ormacE sown( swou'orr VEST 50.00 1O1F.1; FEEtt•EWVral50.00 FEr70 HE NORTHEASTERLY RIGHT THENCE SOUTHERLY ALONG SAID RIGHT OF WAY UNE 70 TTS INTERSECDON VATH THE NORTHERLY RIgHT OF WAY OF SA1D THENCE NORTH 4243002 EAST ALONG SAID NORTHERLY RIGHT OF WAY, 9.42 FEET 70 THE POINT OF BEGINNING. • racstaCNOWN. AS•adjisted Parcel 1 of Boundary Line Adjustment Na recorded order Recording No. 8906309017). • =AM In the County of King. State of Washington. NAME OF TEN4NT WOOD MONS FILE COPY FAMILY FUN CENTER RETAIL SU1LD1NG 1100 FUN CENTER UJA = TUKWILA WA 2 e: DODDER DIESIMN SYSIPENS a 0 DIN&NflINS [INDENn ARalITEMIRAL DRAWINGS I 2. 3. 4. E. ' ELEGIRICAl. ( FEMME SEPARATE FER1111 ) WAWA ( IMAC ) ( FEGISS WARM FERMI ) P111194 ( wane SEPARATE PERMIT ) IIIILDN3 ePRIAER 4 PPE AIM OMEN ( RECIERP.3 SEPARATE Mitt ) ( NUM FIFE PROEM OREM EICLUDN3 OW NOT TIMED to Airroutic EtILIDN2 CfREVIER64 PETE AIM* SIALL De IMIO) 4 MUD PER lac. GRAM 1 r Mato/ All MVPS CP PRENNEACIERED ECEIRENT E444.1. PPM EPECEICATERGERIERT OPERATICS IfoRtlAtat to tit ltRANT MR to ltilittALLAticti c4OA omen 4 SHALL MO PROM WED= NASTIER= 4 1114TR4GET PFCRIATICR UMERE AMR:MATE MO STE FUR WHIT HAP. Mat EDER, LEGAL DEOCOPTICK Etc. A-201 EMIT 11FROV9INT MOOR PLAN A•13 toillt Roctl REcUIREIENT6, ILIALL Mb 4 prieG.PETALe. A-6 MAGID Wilt Rocti 4 KriciettlE FLOM RAM A.9 MORD WERE* ELEVATION J05 NUM5E IR: 20439 LEOAL DIES©LTO© _ (AS SHOWN ON SURVEY BY CENTRE POINTE. SURVEYING DATED S/e/o3) • i THAT PORTION OF 'ME WEST HALF OF SECTION 24. TOWNSHIP 23 NORTH. RANCE4 EAs7 oF THE WALAMETTE• MERIDIAN, IN KING COUNT( wAsHINGioN.- uerm MORE VAK lictn.NCLY otottr.0 PQL.LOWti: COMMENCING AT 114E INTERSECTION OF 7NE 2M -UNE OF PRIMARY .STAIE HIGHWAY NO ,1 GREEN RIVER INIERCHANGE, ALL AS CONVEYED 111* OR CONDEUNER SY 1)4E STATE OF WASHINGTON BY DEEDS RECORDED UNDER KING COUNTY RECORDING NOS. 5499512. 5507201 5510773. 550V7B. • 5536582. AND PR0CEEDNGS UNDER ICING COUNT? SUPERIOR COURT CAUSE NO. 595089, STA POC' (21.4 134+28.58. WITH ME A -UNE. STA POT 102+52:12, AS SHOWN ON THAT CERTAIN MAP ON FILE W1114 1HE STXTE___ OF WASHINGTON DEPARTMENT OF 'TRANSPORTATION LABELED SR 405 GROOM • RIVER INTERCHANGE RIGHT OF WAY STA 99+00 TO.STA 120+00. SHEET 2 OF 2. APPROVAL DATE OF JANUARY 30. 1962. VAIN LAST REVISION DATE OF DECEMBER 31, 1992; TWICE NORTH 4210'02" EAST ALONG THE CENTERLINE OF SAID A. -LINE, 88.55 FEU 70 STA 103+70.57 OF SAID A -UNE: THENCE NORTH 4729'55- WEST, 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY SAID PRIMARY STATE HIGHWAY NO. 1.ISAID POINT son /HE BEGINNING OF A CURVE .CONCAVE TO 711! SOUTH WITH A RADIUS OF 163.00 FEET'. AND ALSO BEING THE TRUE POINT OF BEGINNING: THENCE NORTHERLY..EASTERmiLY AND SOUTHERLY ALONG SAID RIGHT OF WAY ON THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 6415'29" A DISTANCE OF 184.37 FEET; THEME LEAVING SAID RIGHT OF WAY, AND BEARING NORTH 211411' ' EAsr. 38.16 FEET; THENCE NORTH 641e08" %EST, 5.90 FEET; THENCE NORTH 2.245stis• vfiEsz 156.10 FEET: THENCE NORTH.22°01`42' EAST, 229.49_T 70 A POINT ON THE ORDINARY HIGH WATER UNE OF THE GREN (WHITE) RIVER. AS IT WAS MAPPED Br BARMAUSEN CONSULTING ENGINEERSI_INC. ON AUGUST 11. 1997;, THENCE ALONG THE ORDINARY HIGH WATER UNE OF SAID RIVIat THE ' FOLLOWING COURSES AND DISTANCES: SOUTH 7011D'Or___W_E-RT,_ 39.06 FEET; THENCE SOUTH 73'00'00' VEST. 65.00 .FEET: Thome SOUTH srono* vim. 100.00FEEr; . . THENCE SOUTH snotor ware 3o.00 FEET; 'THENCE SoUTH ersota* __; 35.00 FEET: 'THENCE SOUTH 5630'00' timr.100.013 FELT; THENCE SOUTH 5100'00" itEST, 50.00 FEET% THENCE soul; 3510'013" %ESL 40.00 Rd ormacE sown( swou'orr VEST 50.00 1O1F.1; FEEtt•EWVral50.00 FEr70 HE NORTHEASTERLY RIGHT THENCE SOUTHERLY ALONG SAID RIGHT OF WAY UNE 70 TTS INTERSECDON VATH THE NORTHERLY RIgHT OF WAY OF SA1D THENCE NORTH 4243002 EAST ALONG SAID NORTHERLY RIGHT OF WAY, 9.42 FEET 70 THE POINT OF BEGINNING. • racstaCNOWN. AS•adjisted Parcel 1 of Boundary Line Adjustment Na recorded order Recording No. 8906309017). • =AM In the County of King. State of Washington. NAME OF TEN4NT WOOD MONS FILE COPY FAMILY FUN CENTER RETAIL SU1LD1NG 1100 FUN CENTER UJA = TUKWILA WA 2 e: IT -13 Q) 2 Revision Description d z J05 NUM5E IR: 20439 Lawrence M. Campbell STATE OF WASHINGTON PROPERTY ADDRESS: 1100 FUN CENTER WAY"() TUKWILA, WA AUG 212008 Tukw a Fire 30'-0111 1001-0"' 252 1:DIR4WIN IDAT E 1/2/01,5 heet Number A - 1.0 Of N N in N • 10" 24'-2" 1'-8 1/4' 7'-4,1/4" 5'-11 7/8' 31'-11 5/8" 25' Zr 1 Cr) N q_ COL, NOTE1 100' 16'-8" REFER TO SHT, A-6 FOR ENLARGED PLANS FOR TOILET ROOM & KITCHENETTE NOTA PART ) 3,012.50 SQ. FT. \c") `\° —6" q_ WALL 4'-6" (NOTAPART) 2,500 SQ. FT. INSUL, 10' WALL HT, INSUL, 10' WALL HT. NOTE: CL COL; J ) ALL CEILINGS, EXCEPT CEILING IN TOILET ROOM, ARE TO REMAIN UN—FINISHED ( EXPOSE STRUCTURE ) CEILING IN TOILET ROO1\SHALL BE FINISHED W/ 5/8" GYP, WLLBOARD W/ PAINTED SURFACE, 4'-6" WALL DISPLAY & SALES AREA Po v„.1 B9 ilQV 4,186.27 SQ. FT. ( GROSS LEASE AREA ) 10' ,-Q" '" 6 —4 10' 16`-8" J ¢ z 0 U W r lv0 .. I— -7a.. ►-. ... LU —A L1 --f C9 --C -- 100' " ( REFER TO SHEET A-6 FOR DETAILED TOILET ROOM & KITCHENETTE DRAWINGS & TO SHEET A-5 FOR TOILET ROOM ACCESSIBILITY REQUIREMENTS ) WOOD MONSTERS FLOOR PLAN scale> 1/8" = 1-0" 8' 24' 16' 48' J J ¢ 0-1 3 N 0 0 co N i N SCOPE OF WORK STATEMENT: J-2-21 1 A/-( LEGrAlo (3y ` Rick 14/ ®,,rip rLIT\< s Triv‘ Qt /1/1 A'U/ L AIL( F 0 Duc - 5t/7v-r2_ ki `kCRQR. C9 lrl 2.0,1/0 o r - 'RG51s-F rl.... 1. ADD TENANT SEPARATION WALLS PER PLAN 2. CONSTRUCT ACCESSIBLE TOILET ROOM & KITCHENETTE 3. ADD FURRING TO INTERIOR SIDE OF EXTERIOR WALLS TO CONCEAL COLUMNS, WALL BRACING, & OTHER EXPOSED STRUCTURAL COMPONENTS & HARDWARE 4. REMOVE EXISTING STORE -FRONT BETWEEN GRIDLINES F & G (q3 GRIDLINE 7, & INSTALL A HI -LIFT GLASS & ALUMINUM SHIPPING & RECEIVING DOOR 6. PROVIDE A TAPERED ASPHALT RAMP (6 INCHES HIGH ) @ ENTRANCE TO SHIPPING & RECEIVING DOOR 6. ALL OTHER EXISTING EXTERIOR WALL CONSTRUCTION OTHER THAN #4 ABOVE TO REMAIN AS IS. 7. TOTAL NUMBER OF EMPLOYEES IS FOUR (4 ) !//26/0°0 c� z J CENTER RETA Date Approved By Revioion Description 0 z Job Number 2099 Lawrence M. Campbell STATE OF WASHINGTON Sheet Number A-2101 Of NOTES: TOILET ROOM FLDDRS SHALL HAVE .A SMDDTH, HARD, NDN—ABSORBENT SURFACE THAT EXTENDS UPWARD DNTD THE WALLS AT LEAST 6 INCHES PER I,B,C, SECTION 1210.1 FLOORS, TOILET ROOM WALLS WITHIN 2 FEET OF DF URINALS & WATER CLOSETS, SHALL HAVE A SMDDTH, HARD, NON-ABSORBENT SURFACE TO A HEIGHT DF 4 FEET ABOVE THE FIN, FLOOR PER I,B,C, SECTION 1210,2 WALLS, TOILET ROOM CEILING TD BE FRAMED WITH 6" DEEP METAL FRAMING JOISTS SPACED @ 12" 0,C, W/ THE TOP SIDE COVERED W/ 1/2" PLYWOOD, & THE CEILING SIDE FINISHED WITH 5/8" GYPSUM WALLBOARD. FACE DF STUD i 7 12' 25' 3'-7 1/4" 9'-4 3/4" 4'-6" 16" CLR, H Z. R CCM J i D,H, FAN 5' CLR, Ar Ay 42" CLR, ( MIN, ) FACE DF STUD --► 33" x 22" ST, STEEL SINK 3'-4" CABS, •- ABOVE CEILING FRAMING REFER TO fNDTES 3'-6" 5' A_AVL 210 S.C. 12' //Areir // U z CU CABS, ABOVE CTR, 3' CLR, / //40"Ar//�///�/ �-� CTR, 10' HIGH WALL .0 R FACE DF STUD D,W, BELOW COUNTER KITCH 0 0 30"W, RANGE 8, OVEN W/ MICROWAVE ABOVE =NE T CDL, ( WALL HEIGHT ) EXTEND UP TO UNDERSIDE OF ROOF STRUCTURE WALL LEGEND ( REFER TO SHEET A-5 FDR WALL TYPES ) NLARGETD 'MO Q; PLAID INSULATED WALL — SOUND ATTENUATION BATTS NON—INSULATED WALL Scale: 1 /2" CTR -0" T 0 S' L 3 OM F T A-5 K R TCI T :T\:TTE LE OOM SCC Z\Z FINISH FACE DF TENANT SEPARATION WALL --- 1 SS SIL TY REF. N i i i i CABS, ABOVE WALL ( WALL HEIGHT ) EXTEND UP TO UNDERSIDE DF ROOF STRUCTURE 33" x 22" ST, STEEL SINK 00 BACKSPLASH N TS FINISH FACE OF TENANT SEPARATION WALL (Y) ( VERIFY ) SC MAT c <I -C HEN E ELEVA D,W, BELOW COUNTER ON 30"W,. RANGE 8, OVEN W/ MICROWAVE & EXHAUST FAN ABOVE Scae: 1 9 3-0" 099 7/25/08 z — a = 3 CO J � Q LU ~ CC > CC <W I--- cc Z H W Z U W U Z LI— O O ti J LL Sheet Number A-6 Of ALLOMMORIPW4St • aliAlltiM0,4111121 SIIMPONWPROWXICROX 07111AMMIIMIVISLIC Iwyr oilnamullviVireacb* 1011MOUNIOSOMMISAIN ® %"•:•••••••.::.Art7:41"-":772<)04? ® wiCAsr Tat 11114111113R 1. SLIAI r114 nimozeneeill MCINI10.1 14141-1 ASPPIALT PATCH RAt1P- 101x los 5EciloAtAL -14 - LiFr Aliori. 4 qAs Ski LtP_LNQ_f RECE1V INq D cc 0.111211111,11VUMEttit Wrillinernat SOUTH EXTERIOR ELEVATION scale; 1/8° = 1-06 8' 24' 16' 48' 7/25/08 1 CENTER RETA riDate Approved By • Revioion Description / 0 z Job Number 2099 1886 \ REGISTERED ARCHITECT Lawrence K Campbell STATE OF WASHINGTON Sheet Number A-9 Of r P MASSAGE ROOM #Z 8.6" / x a fir c FCS g 341 �tS t 0 0 0 4•-6" 0 PS 0 2 7-3e 3S 7.4 r1 V' FILE SCOPE OF WORK: ADD A PENDENT FIRE SPRINKLER TO PROTECT BELOW NEWLY ADDED T—BAR GRID CEILING IN MASSAGE ROOM #1. EXISTING FIRE SPRINKLER PROTECTION ABOVE CEILING TO REMAIN. C EXISTING UPRIGHT SPRINKLER (OPEN TO STRUCTURE) p NEW PENDENT SPRINKLER BELOW NEW GRID CEILING PAID MAR 27 2012 TUKWILA FIRE P Am..0- COVCO Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS License No: COSCOFP11ONM WASHINGTON OFFICE 15000 Woodinville -Redmond Rd NE Woodinville, Washington 98072 call (425) 686-6300 • fax (425) 827-7474 www.coscofire.com SAN DIEGO • L05 ANGE,ES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEAILE • ANCHORAGE PROJECT: WASHINGTON CHIROPRACTIC 7100 FUNCENTER WAY, SUITE 120 TUKWILA, WA. 98188 CONTRACT WITH: DR. MARK HUCK 7100 FUNCENTER WAY, SUITE 120 TUKWILA, WA. 98188 DRAWING TITLE: FIRE SPRINKLER T.I. DATE: 03-26-12 SCALE : 1/8"=1'-0" DRAWN BY: T.N.RHODES JOB NO. 1203-2153 SHEET NO. ^ lofl /)\ Sprinkler 41f September 30, 2011 VIKING TECHNICAL DATA MICROFAST° AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Base Part No.' SIN � l Thread Size Nominal K -Factor Overall Length .r, FM Approvals3 (Refer also to Design Criteria below.) NPT BSP U.S. metric' Inches mm Standard Orifice 06662B VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A2X, B2Y Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X, B1Y 06765B VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A1X, B1Y Small Orifice, 0671866 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X Approved Escutcheons Approved Temperature Ratings Approved Finishes X - Standard surface -mounted escutcheon or the Viking A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 1 - Brass and Chrome-Enloy® Microfast® Model F-1 Adjustable Escutcheon 200 °F (93 °C), and 286 °F (141 °C)6 2 - Brass, Chrome-Enloy®, White Polyester', Y - Standard surface -mounted escutcheon or the B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) and Black Polyester' y Viking Microfast® Model F-1 Adjustable Escutcheon or recessed with the Viking Micromatic® Model E-1 or E-2 Recessed Escutcheon Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 FM Approved as quick response control mode standard spray Non -storage sprinklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). 5 Other colors are available on request with the same Listings and Approvals as the standard colors. 6 The sprinkler orifice is bushed. FM ADoroval Reauirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as indicated in the FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data page 131a -e for Intermediate Level In -Rack Sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_081296 Replaces page 41a -f, dated July 28, 2011. (Wrench 16036W/B replaces Wrench 12144W/B.) r\ �., . M ---, , .1 Wneut Comments O As Noted in Red O Per The. Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau Fot C7nfOrnler Mtn current City standards. Accertancc is errors and omissions whicif ro r{,t orations of adopted scandards F ^a ., ane`-: Ti w unsibliicy for the adequacy .oca; v designer. Adoibcns delet n: t w 01,2se drawings after this ciatie vole., 1. 1,2 >rd will require a resubnikc3r of revised arawinys for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prtvencion Bureau. Date: y By: I' TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. -s-os and exact adds' ss for shut- down hundown or restoration approval. BATTERY CALCULATION PROJECT: Dr. Huck Office Tukwila, WA PANEL: 5808 Fire Alarm Control Panel, Existing Quantity System I\ 4: orAmilict Current Total Current Current Total Current 1 15808 Control Unit 0.17000 0.17000 _ 0.32500 0.32500 Existing Addressable Devices 1 estimated existing detector Toad, 75% capacity 0.02228 0.02228 0.02228 0.02228 1 estimated existing module load, 75%capacity 0.02784 0.02784 0.02784 0.02784 New Addressable Devices 1 1SK-Minimon 1 0.00038 1 0.00038 1 0.00038 1 0.00038 Initiating Totals Quantity Device 0.2205 0.3755 Current Total Current Current Total Current New Horn Strobes, ceiling mount 1 PC2R, 30 candela 0.000 0.000 0.107 0.107 1 PC2R, 75 candela 0.000 0.000 0.176 0.176 New Strobes, wall mount 1 SR, 15 candela 0.000 0.000 0.066 0.066 1 SR, 30 candela 0.000 0.000 0.094 0.094 • Existing Notification Appliances 2 estimated existing Toad, per circuit 0.000 1 0.000 1 2.000 4.000 • Signal Totals Standby Amps 0.0000 4.4430 Initiating Standby 0.2205 X # of hours 24 Total Standby Load 5.292 Alarm Amps Initiating Alarm 0.3755 Alarm Time in Minutes / 60 (5 minutes = .0833) 0.0833 Total Alarm Load 0.4014 Total Standby + Total Alarm 5.693 (Safety Margin +20% 1 1.1391 Total Amp. Hrs. Required Existing Battery Size =1 6.83 7 Ahl original drawing size 24"x36" Strobe \ Circuit Horn Strobe or Strobe SLC Loop \ Pull Station Strobe Circuit _ \ SLG Loop SK-Minimon Miniature Input Monitor Module SYMBOL LIST and QUANTITIES Symbol A Description Model Number Manufacturer INPUT OR CONDITION Manual Pull Station 1 dlI lk 1 I\ 4: orAmilict 4I,CI, 19 e to , ^ 1I: EST 1 COLOR/ID FUNCTION WIRE TYPE It 1 1111^ tl } w-i� 14,. .,..,E . SK-Minimon Miniature Input Monitor Module SYMBOL LIST and QUANTITIES Symbol A Description Model Number Manufacturer INPUT OR CONDITION Manual Pull Station 270A -SPO EST 1 F REV.7 DATE: -- Pull Station Surface Mount Box, steel P-039250 EST 1 COLOR/ID FUNCTION WIRE TYPE Addressable Mini -Monitor Module SK-Minimon EST 1 MM DC 2 BRN+, GRY- 24VDC 14 AWG AUX POWER SOLID/STRAND .. �'- . . .,. Horn Strobe w/field set CD, Ceiling Mount PC2R System Sensor 2 • Strobe w/field set CD, Wall Mount SR System Sensor 2 ,� cd FIRE ALARM UPGRADE El Without Comments ES As Noted in Red E Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau forr conformance with current City standards. Acceptance is subjecr 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, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Flre Prevenclon bureau. eau. Date:_ ` By: '1/4* Wq,11 k'ei -4-5ct ok doors hod oh Ir 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. Partial Riser Diagram TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 0- -F-033 and exact address for shut- down or restoration' approval. (1) V (typical) EXISTING STROBE CIRCUIT EXISTING SLC LOOP (E) (1) Z MM (1) Z (E) • 'EH i i • CONTINUATION OF EXISTING SLC LOOP ♦1i • ; rI\ 30i CONTINUATION C"1 �a OF EXISTING STROBE CIRCUIT '1` 6" B.F.C. 80" A.F.F.. C I R E 0 0 0 TYPICAL STROBE / HORN STROBE ELEVATION 48" A.F.F. TYPICAL MANUAL PULL STATION ELEVATION TYPICAL MOUNTING ELEVATIONS NT.S. SYSTEM OPERATIONS MATRIX VICINITY MAP GENERAL NOTES WIRING ROUTES ARE FOR REFERENCE ONLY.; DEVICE CIRCUITS HAVE BEEN ENGINEERED AND CALCULATED FOR CURRENT DRAW AND VOLTAGE DROP. PANEL, ANNUNCIATOR, AND POWER SUPPLY LOCATIONS SHALL BE MOUNTED IN LOCATIONS SHOWN. ANY DEVIATION OF CIRCUITRY OR LOCATIONS FROM THOSE SHOWN SHALL BE PRESENTED, IN WRITING, TO COSCO FIRE PROTECTION FOR APPROVAL AND REVISION. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE INSTALLATION SHALL MEET THE REQUIREMENTS OF THE AHJ AND LOCAL AND STATE CODES. . WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ▪ ALL WIRING TO BE IDENTIFIED, FREE OF SHORTS, GROUNDS AND OPENS PRIOR TO COSCO FIRE PROTECTION'S SCHEDULED FIELD WORK. ▪ SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 FEET OF A SUPPLY (HOT ) AIR VENT OR 18 INCHES OF A FLUORESCENT BALLAST, REGARDLESS OF LOCATION SHOWN ON DRAWINGS. 6. FIELD VERIFY SPRINKLER WATERFLOW, TAMPER VALVE, AND PIV SWITCH LOCATIONS. 7. FIELD VERIFY HVAC FAN SHUTDOWN REQUIREMENTS AND DUCT DETECTOR LOCATIONS PER NFPA 72. 8. ADDRESSABLE DEVICE(S) SHALL NOT BE LOCATED NEAR A HIGH ELECTRICAL OR MAGNETIC FIELD GENERATING DEVICE SUCH AS TRANSFORMERS, HID LIGHTING, ETC.... REGARDLESS OF LOCATION SHOWN ON DRAWINGS. ▪ PER NFPA 72 SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEANUP OF ALL TRADES IS COMPLETE AND FINAL. 10. THE DATA PAIR TO ALL SIGNATURE TYPE DEVICES IS DATA 24VDC POWER. SHIELDING IS NOT REQUIRED. THE DATA CIRCUIT IS POLARITY. CRITICAL & THE DEVICES MUST BE WIRED PROPERLY FOR IN & OUT AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 11. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC 70 AND LOCAL CODES. 12. FIRE ALARM CONTROL PANEL SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF A COSCO TECHNICIAN. 13. BAR CODES MUST BE GIVEN TO FIELD TECHNICIANS 5 WORKING DAYS BEFORE SCHEDULED PANEL PROGRAMMING. THIS IS TO BE DONE ON A BAR CODE SHEET. Style/Circuit Designations: INITIATING DEVICE CIRCUITS (IDC) SHALL BE CLASS"B",STYLE "B" SIGNALLING LINE CIRCUITS (SLC) SHALL BE CLASS "B"; STYLE"4" NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE CLASS "B" STYLE "Y" Scope of Work: EXISITING FIRE ALARM SYSTEM TO BE UPGRADED TO ACCOMMODATE TENANT IMPROVEMENT, CONSISTING OF: - NEW MANUAL PULL STATION - HORN STROBES AND STROBES FUNCTION OF EXISTING FIRE ALARM SYSTEM TO REMAIN UNCHANGED. FILE ROOM I SPINAL STRETCH OFFICE MASSAGE ROOM #2 RECEPTION AREA LUNCHROOM 2Z INTERCEPT AND EXTEND EXISTING SLC LOOP FROM NEAREST EXISTING ADDRESSAB LE DEVICE r,r L1 1.; ADJUSTMENT ROOM #1 ADJUSTMENT ROOM #2 MASSAGE ROOM #1 REST ROOM (EXISTING) NUMBERED SHEET NOTES: MANUAL PULL STATION TO BE SURFACE MOUNTED ADJACENT TO THE DOOR ON THE MULLION. RELOCATE EXISTING RECEPTION AREA HORN STROBE TO MASSAGE ROOM #2 AS INDICATED. INSTALL NEW STROBE IN RECEPTION AREA. CONNECT NEW NOTIFICAITON DEVICES TO EXISTING NOTIFICATION CIRCUIT. CONTINUE EXISTING CIRCUIT AS REQUIRED. FIELD VERIFY. FLOOR PLAN APPROXIMATE SCALE : 1/4" = 1'-0" PAID APR 24 2012 #UKIN2 70�ILA SIRE REVISION BLOCK OUTPUT OR RESULT INPUT OR CONDITION 90A O� -FA ti� 2O 0 -$1 BOG pro q _y �o 'o q. .A 0�2 � I- N� - 9,0 ALARM FROM EXISTING SYSTEM • • • REV.7 DATE: REV.8 DATE: REV.9 DATE: • CKT CONDUCTORS WIRE SCHEDULE COLOR/ID FUNCTION WIRE TYPE Z 2 YEL+, ORG SLC DATA 18 / 16 AWG TAG CKT # CLASS B (SOLID ONLY) A 2 TAN+, PRPL- SPEAKER CKT 16 AWG AUD CKT CLASS B, STYLE Y (SOLID ONLY) V 2 RED+, BLK- HORN/STROBE CKT 14 AWG HORNNIS CKT CLASS B, STYLE Y (SOLID ONLY) ANN 4 RED, BLK, YLW, GRN CPU DATA 14 AWG 2 RED, BLK 24VDC PWR (SOLID ONLY) M 2 BLU+, WHY MAGNETIC 14 AWG - DOOR HOLD 24VDC SOLID/STRAND DC 2 BRN+, GRY- 24VDC 14 AWG AUX POWER SOLID/STRAND X 2 RED+, BLK- ZONE CKT 18 AWG NON DATA SOLID/STRAND R 4 FIELD REMOTE 18 AWG DETERMINED TEST STATION L 2 FIELD REMOTE 18 AWG DETERMINED ALARM LED MANUAL PULL STATION • • • t' C Fire Protection AND LIFE SAFETY SPECIALISTS STATE ELEC. LIC. # COSCOFP935MS ROAD SUITE B-800 WASHINGTON 98072 686-6300 • FAX (425) 827-7474 www.coscofre.com ED MOODY 425 686-6330 emoody@coscofire.com KEN OLSEN 425 686-6358 krolsen@coscoflre.com ALAN EBY 425 686-6343 aeby@coscofire.com BRANDIN MOODY 425 686.6344 bmoodyecoscoflre.com COPYRIGHT RESERVED. THIS PLAN AND DESIGN IS AND AT ALL TIMES REMAINS THE EXCLUSIVE PROPERTY OF COSCO FIRE PROTECTION AND CANNOT BE USED WITHOUT THE DESIGNER'S WRITTEN CONSENT. PROJECT NAME Dr. MARK HUCK OFFICE 7100 FUNCENTER WAY SUITE 120 TUKWILA, WA 98188 • FIRE ALARM UPGRADE PROJECT/JOB # 25AS0235 SCALE: AS NOTED SHEET FA -1.0 SHEET: 1 OF 1 ABNORMAL DEVICE/CIRCUIT • • • VICINITY MAP GENERAL NOTES WIRING ROUTES ARE FOR REFERENCE ONLY.; DEVICE CIRCUITS HAVE BEEN ENGINEERED AND CALCULATED FOR CURRENT DRAW AND VOLTAGE DROP. PANEL, ANNUNCIATOR, AND POWER SUPPLY LOCATIONS SHALL BE MOUNTED IN LOCATIONS SHOWN. ANY DEVIATION OF CIRCUITRY OR LOCATIONS FROM THOSE SHOWN SHALL BE PRESENTED, IN WRITING, TO COSCO FIRE PROTECTION FOR APPROVAL AND REVISION. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE INSTALLATION SHALL MEET THE REQUIREMENTS OF THE AHJ AND LOCAL AND STATE CODES. . WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ▪ ALL WIRING TO BE IDENTIFIED, FREE OF SHORTS, GROUNDS AND OPENS PRIOR TO COSCO FIRE PROTECTION'S SCHEDULED FIELD WORK. ▪ SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 FEET OF A SUPPLY (HOT ) AIR VENT OR 18 INCHES OF A FLUORESCENT BALLAST, REGARDLESS OF LOCATION SHOWN ON DRAWINGS. 6. FIELD VERIFY SPRINKLER WATERFLOW, TAMPER VALVE, AND PIV SWITCH LOCATIONS. 7. FIELD VERIFY HVAC FAN SHUTDOWN REQUIREMENTS AND DUCT DETECTOR LOCATIONS PER NFPA 72. 8. ADDRESSABLE DEVICE(S) SHALL NOT BE LOCATED NEAR A HIGH ELECTRICAL OR MAGNETIC FIELD GENERATING DEVICE SUCH AS TRANSFORMERS, HID LIGHTING, ETC.... REGARDLESS OF LOCATION SHOWN ON DRAWINGS. ▪ PER NFPA 72 SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEANUP OF ALL TRADES IS COMPLETE AND FINAL. 10. THE DATA PAIR TO ALL SIGNATURE TYPE DEVICES IS DATA 24VDC POWER. SHIELDING IS NOT REQUIRED. THE DATA CIRCUIT IS POLARITY. CRITICAL & THE DEVICES MUST BE WIRED PROPERLY FOR IN & OUT AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 11. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC 70 AND LOCAL CODES. 12. FIRE ALARM CONTROL PANEL SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF A COSCO TECHNICIAN. 13. BAR CODES MUST BE GIVEN TO FIELD TECHNICIANS 5 WORKING DAYS BEFORE SCHEDULED PANEL PROGRAMMING. THIS IS TO BE DONE ON A BAR CODE SHEET. Style/Circuit Designations: INITIATING DEVICE CIRCUITS (IDC) SHALL BE CLASS"B",STYLE "B" SIGNALLING LINE CIRCUITS (SLC) SHALL BE CLASS "B"; STYLE"4" NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE CLASS "B" STYLE "Y" Scope of Work: EXISITING FIRE ALARM SYSTEM TO BE UPGRADED TO ACCOMMODATE TENANT IMPROVEMENT, CONSISTING OF: - NEW MANUAL PULL STATION - HORN STROBES AND STROBES FUNCTION OF EXISTING FIRE ALARM SYSTEM TO REMAIN UNCHANGED. FILE ROOM I SPINAL STRETCH OFFICE MASSAGE ROOM #2 RECEPTION AREA LUNCHROOM 2Z INTERCEPT AND EXTEND EXISTING SLC LOOP FROM NEAREST EXISTING ADDRESSAB LE DEVICE r,r L1 1.; ADJUSTMENT ROOM #1 ADJUSTMENT ROOM #2 MASSAGE ROOM #1 REST ROOM (EXISTING) NUMBERED SHEET NOTES: MANUAL PULL STATION TO BE SURFACE MOUNTED ADJACENT TO THE DOOR ON THE MULLION. RELOCATE EXISTING RECEPTION AREA HORN STROBE TO MASSAGE ROOM #2 AS INDICATED. INSTALL NEW STROBE IN RECEPTION AREA. CONNECT NEW NOTIFICAITON DEVICES TO EXISTING NOTIFICATION CIRCUIT. CONTINUE EXISTING CIRCUIT AS REQUIRED. FIELD VERIFY. FLOOR PLAN APPROXIMATE SCALE : 1/4" = 1'-0" PAID APR 24 2012 #UKIN2 70�ILA SIRE REVISION BLOCK ISSUE: ISSUED FOR APPROVAL DATE: 04/23/2012 REV.1 DATE: REV.2 DATE: REV.3 DATE: REV.4 DATE: REV.5 DATE: REV.6 DATE: REV.7 DATE: REV.8 DATE: REV.9 DATE: CKT CONDUCTORS WIRE SCHEDULE COLOR/ID FUNCTION WIRE TYPE Z 2 YEL+, ORG SLC DATA 18 / 16 AWG TAG CKT # CLASS B (SOLID ONLY) A 2 TAN+, PRPL- SPEAKER CKT 16 AWG AUD CKT CLASS B, STYLE Y (SOLID ONLY) V 2 RED+, BLK- HORN/STROBE CKT 14 AWG HORNNIS CKT CLASS B, STYLE Y (SOLID ONLY) ANN 4 RED, BLK, YLW, GRN CPU DATA 14 AWG 2 RED, BLK 24VDC PWR (SOLID ONLY) M 2 BLU+, WHY MAGNETIC 14 AWG - DOOR HOLD 24VDC SOLID/STRAND DC 2 BRN+, GRY- 24VDC 14 AWG AUX POWER SOLID/STRAND X 2 RED+, BLK- ZONE CKT 18 AWG NON DATA SOLID/STRAND R 4 FIELD REMOTE 18 AWG DETERMINED TEST STATION L 2 FIELD REMOTE 18 AWG DETERMINED ALARM LED EXAMPLE: CONDUIT CONTAINS 12 WIRES (2V = 2 X V = 4 WIRES) FPL, FPLP, FPLR CABLE IF ALLOWED PER CODE 2V,Z,ANN SUBSTITUTE .000000. `° 6®.e' FIRE PROTECTION WASHINGTON 15000 WOODINVILLE-REDMOND WOODINVILLE, CALL (425) PROJECT MANAGER: FIELD SUPERINTENDENT: DESIGN and DRAFTING: WAREHOUSE SHIPPING: t' C Fire Protection AND LIFE SAFETY SPECIALISTS STATE ELEC. LIC. # COSCOFP935MS ROAD SUITE B-800 WASHINGTON 98072 686-6300 • FAX (425) 827-7474 www.coscofre.com ED MOODY 425 686-6330 emoody@coscofire.com KEN OLSEN 425 686-6358 krolsen@coscoflre.com ALAN EBY 425 686-6343 aeby@coscofire.com BRANDIN MOODY 425 686.6344 bmoodyecoscoflre.com COPYRIGHT RESERVED. THIS PLAN AND DESIGN IS AND AT ALL TIMES REMAINS THE EXCLUSIVE PROPERTY OF COSCO FIRE PROTECTION AND CANNOT BE USED WITHOUT THE DESIGNER'S WRITTEN CONSENT. PROJECT NAME Dr. MARK HUCK OFFICE 7100 FUNCENTER WAY SUITE 120 TUKWILA, WA 98188 PROJECT INFORMATION FIRE ALARM UPGRADE PROJECT/JOB # 25AS0235 SCALE: AS NOTED SHEET FA -1.0 SHEET: 1 OF 1 12-8.5' 24'-2 13. t NEW ? ARMOVFA LENGTH PER PLAN NEW 1'80°L NEW STRAP ON EX BRANCH UNE NEW 1"90°L NEW 1' DROP PER PLAN NEW INSTITUTIONAL FIEX DROP LENGTH = 48" UNO. NEW SSP SPRINKLER - FLEX DROP DETAIL '46' SPRINKLER PLAN 4 8 SCALE 1 /4'=1'-O" FITTER / LISTER NOTES 1. EXISTING 1.5' BRANCH LINES ARE INSTALLED APPROXIMATELY 19-6" AFF. 2. HANGERS ON NEW ARM OVER ARE TO BE TYPE TB' UNO. SEND 10' OF BULK 3/8" ATR. 3. NEW DROPS ARE TO BE PER FLEX DROP DETAIL '59 W/ 48' FLEX DROPS UNO. 4. SEND (20) TEK SCREWS FOR ATTACHING FLEX DROP BRACKETS TO THE GWB CEILING FRAMING ir NEW STRAP ON ( EX BRANCHUNE NEW 1(0-3) -1 NEW 1.90°L NEW 1'90°L NEW 1' DROP PER PLAN NEW INSTITUTIONAL FIE( DROP LENGTH = 48' UNO. NEW SSP SPRINKLER -1 FLEX DROP DETAIL '50' TOP CHORD J OF BAR JOIST 8' RETAINER STRAP GRINNELL F10 92 3/8' BEAM CLAMP 3/9" ATR HANGER RING Is HANGER DETAIL 'TB' ■ ACCEPTED Wthout Comments 40- As Noted In Red I( Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is sub ect 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, deletions or revisions to these drawings atter this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Dam 2 5 d° gy: tAi&1kt I S LIZ TUKWILA FIRE DEPARTMEN* Please call: 575.440Z -- and.give tits job No. OP - S- 631 And exact address for shut. down or restoration approval. vet) ZEoift-D HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SEE HANGER DETAIL TB SYM MANUFACTURER S.I.N. TYPE I MODEL °^10°°°' UNCHANGED UNCHANGED SSU REC. SSP F1 F1FR BRASS CHROME F1CHR 1/2 1/2 1/2 1/2 200° 155° RELIABLE RELIABLE RELIABLE R3815 R3815 R1015 REC. SSP REC. SSP SSU FIFR FIFR 51 CHROME CHROME BRASS FICHR FICHR 1/2 1/2 1/2 1/2 1/2 1/2 155° 200° 200 17 3 TOTAL THIS SHEET 21 AAP BCO 681 BDP BOP BOT CIS PO IFON OPOW NAS Ba ABOIE FINISHED 8OOK BORON OF BEAM 801108 OF 0EIX BOTTOM OF JUST BOTTOM OF FIRM BOTTOM OF TRUSS CUT TO SUR FELD OILER NSW FACE Ce WNL =SCE FAM OF WNL NO AUTO. WM.:IB S UNLESS NOR® O111484SE BOD 0 III CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH AXIOM COMMERCIAL CORP. 13110 NE 117TH PL, SUITE #312 WOODINVILLE, WA PROJECT MANAGER: NICK GALASH PHONE : 360-688-1029 FAX : 380-868-1022 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE AS1M A-785 OR BEITER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF KUM/ME �P�"Y 010,41.049 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAN END, POLISHED 2853 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END (FOR BUR NELDINC) 1.817 0.097 11/2 EDDY FLOW 0.083 1.764 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.448 0.1255 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.458 0.202 21/2 EDDY FLOW 0.083 2.729 ROLL GROOVED, PLAIN END (FUR BUR WELDING) 4.734 0203 3 EDDY FLOW 0.090 3.342 ROLL GROOVED, PLAIN END (FOR BLIT WELDING) 6,528 0.458 4 EDDY FLOW 0.101 4.318 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BURMELDING) 17.300 1.144 6 10 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BTR WELDING) 23.030 1.649 8 10 0.188 8.249 BOLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 '• WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE EURO ASIAT.I. AT THE TUKWILA FAMILY FUN CENTER. NEW SSP SPRINKLERS TIED INTO ROOF BRANCH LINES WITH STRAP TEES WILL BE INSTALLED BELOW THE NEW CEILINGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40'F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. PAINTING OR LABELING OF PIPE. 2. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 3. ELECTRICAL OR ALARM WORK OF ANY KIND. 4. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 5. RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 7. SEISMIC INVESTIGATION, CALCULATIONS OR PE REVIEW ON NEW OR EXISTING SPRINKLER SYSTEM COMPONENTS. 8. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE BUILDING STRUCTURE FOR HANGING OF SPRINKLER PIPE. 9. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 10. WORK ON OVERTIME OR AFTER HOURS. DESIGN CRITERIA: PER NFPA 13: 2002 EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT, NEW RETAIL SPACE: O.H. 2 DENSITY IS .20 GPM / 1500 SQ. FT. THERE IS NO CHANGE TO THE DESIGN CRITERIA OR THE USE AND OCCUPANCY OF THIS SPACE THEREFOR NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. 50% REDUCED PRINTS PIPING / FITTING LEGEND EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE NEW STRAP TEE WALL LEGEND 1 PARTIAL HEIGHT WALL ti 1FULL HEIGHT DEMISING WALL Because of increased demand our Aspectors' schedules are booked 3-7 fayes ahead. Therefpre, you will need o call 206-575=4407 �r email ireins •ir't'4,?'= '} i.tukwila.w.. _ to ,chedule you sections a minimum of 48 hours in edvance of the date you Want an' thof ee9P Inc. �b$90 Certf>>f n 4� °F' • rprie r't'' I • jappro* P } f LL Ann I '144, 411W aelli lik: CER I IFICA1 E OF COM Wcl ENCY STAMP y EXISTING RISER LOCATION EURO ASIA AREA OF WORK NEY PLAN PAID 7 -1 2008 Tukwila. F`r MITH FIRE SYSTEMS INC. SFs S 1 1106 54th AVE EAST TACOMA,- WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: ( 253) 928.1883 FAX: ( 253) 928- 2350 EURO ASIA T.I. @ TUKWILA FAMILY FUN CENTER 7100 FUN CENTER WAY TUKWILA, WA DESIGNER 1 DATE SHEET JOB NO. JOHN R. 1 02/01/08 1 OF 1 718020 City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS _Project Name: Euro Asia .Svc \\ 0 7100 Funcenter Wy Permit No.: 08-S-031 Date: February 5, 2008 Reviewer: Capt. Jack Waller Fire Prevention Officer (206)575-4407 COPY • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 20' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with NFPA 13 obstruction tables. • Extend sprinkler protection to all combustible concealed spaces. • Maintain a 4 ft. clearance around the sprinkler riser. • Provide a weatherproof exterior bell/strobe near the main entrance. • All valves controlling sprinkler system water supply shall be electrically supervised • All references are NFPA 13, 2007 Edition. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Opy SCOPE OF WORK IS TO ADD ONE HEAD TO BREAK ROOM ON EXISTING WET SYSTEM FOR COVERAGE BECAUSE OF ADDED NEW WALL. NEW HEAD TO MATCH EXISTING QR, 155F, SSP, SEMI RECESSED, CHROME/CHROME. BREAKROOM RCP SCALE: 1/8" = 1'-0" SITE PLAN NTS Reliance Fire Protection Inc. 8168 304th Avenue SE P.O. Box 428 Preston, Wa. 98050-0428 Tel: (206) 682-6636 Fax: (206) 682-6744 Email: jim@reliancefire.com � PAID ‘7. ,��' FB-32Ot TUKWILA FIRE SUNRISE DENTAL 7100 Fun Center Way 7' //Q Tukwila WA 98188 DWG. TITLE: Break Room SCALE: 1/8"=1'-0" DRAWN BY: J. BOWLIN DATE: 2-3-11 DWG. NO.: 1 OF 1 Without Comments ❑ As Nosed in Red ❑ Per "The Attached Letter •.;e plans have been rsviewed by The Tukwila Fire :.talon Buren' J for c -,tormancc with current City cards. Accec,:ance. 6 subject to errors and ,s'ons whist or, co . L,-horize 'violations of adopted oards and orciirt•r,.' The responsibility for the • Jacy or- es,ru, r S fatally with the designer. eons, deietio, .s r p' sions to these drawings after /.6f' voiu ti ::*.eptance and will require a -,a' .,togs for subsequent approval. al acceptance is s!bject ro Peid test and inspection by e Tukwila Fire Prevention Bureau. -1-1- By: ` ( i Ut1WILA FIRE. DEPART Vfak.N1 Pease call: 575-4407 and give this job No. /l -S -o31 and exact ad Dress for shut' •..,wn or va •t ;r ition ao round - Global Project values: SILENT Project Name: 1 Family Fun Center Retail I Standby Hours: I 60 1 KNIGHT Project (D:1Salon 1 Alarm Mins: 5 Prepared ByIRick Westover 1 Derating Factor. 1.2 Date:12/12/2008 Voltage Orap Warning Threshold % .I 10 1 Panel ID: 15808 ( Model: 5808 Add. Fire Alarm Control Panel Max MAC Current 3.0 Amps Location: Mechanical Room 1 Volts: 24 VDC Max Panel Current 5.0 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts © 96Drop Standby Alarm & Type 1000 Ft. One -Way Ohms ,EOL 5808 5808 CTRL Panel 1 0,170 0.325 SLC -DEV Addrsbl SLC Devices "" 0.003 0.003 5860 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5496 Power Expander LED Annunciator (4G) 0.000 0.000 0.000 0.000 5::5-4 58663 LED Annunciator (3G) LED Driver Module 0.000 0.000 0.000 0.000 5880 60505 smoke detector 1 0.005 0.005 ZNS-MCW hom/strobe , 6 1.056 1.056 ZRS-MCW strobe only ' 7 0.245 0.525 5883 Relay Module 0.000 0.000 PGM -UO #1 Notification Appl Circuit 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% PGMMl1O #2 Notification Appl Circuit 0.000 0,000 #14 Solid 2,52 0.00 20.40 0.00% PGM -UO #3 Notification Appl Circuit 0.000 0.000 #14 Solid 2.52 0.00 20.40 0,00% PGM -UO #4 Notification Appl Circuit 0.000 0,000 #14 Solid 2.52 0.00 20.40 0.00% Aux Power *1 # of NAC's Used 0.000 0.000 Total Standby Current (Amps) 1.499 1.939 Total Alarm Cu[rent (Amps) Standby Time In Hours 60 0.083 Alarm Time In Minutes /60 (5 Mins) Total Btandbv AH Required 5.000 0.162 Total Alarm AH Required. Total Combined AH Required 5.16 Command Shortcuts Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 8.19 Configure Circuits 1 [ Print Page J #1. Note: A value msut be entered if you have selected an v NAC circuits as AUX Power. ctLA.6uAet+A 2) t yt. .RSER bzAV_RAn Fi_R_ ALA2M EoL �y /\,../v coND P1 /W(3 FF -F1 r/(, /L1 A , G ,0,,o. gro2 FL J PAwrzL =l R53) �7!* R�3�k w 1 617 \,(1e 5-1-0 cr ��� "4'1/9 - `/9 Lto �}0 N 4'-2" - - 3-0" UTILITIES 24' 2" UTILITIES 13 8" f 3' 0" OFFICE 23-2" 25-0" (4) 9'-5" 24'-2" 2' 0" 5'-4" UTILITIES 24'2" 16' 8" 2 0" 16' 8" CAD 25'-0" 9' 0" 6-10117 3' 0" B v _D \G 1-LOOR SCALE: 1/8"=1'-0" LA\ VIC Y V A NOT TO SCALE 25'-0" 10' 0° 3'a'- (6) \TE�10� ESG\ E� officewraps, inc. LORI SALEBA, DESIGNER YUKO MATSUURA, DESIGNER 570 KIRKLAND WAY SUITE 201 KIRKLAND, WA 98033 (425) 952-5393 FAX (425) 952-5397 EMAiL: Iori@officewraps.com yuko@officewraps.com 0\1ACTC� AXIOM COMMERCIAL CORP NICK GALLASH 13110 N.E. 117TH PL SUITE 312 WOODINVILLE, WA 98072 (206)335-2770 LIC#: AXIOMCC997NH EMAIL: nick@axiomcommercialcorp.com 3JL\G OWNE FAMILY FUN CENTERS SHANE HUISH 7300 FUN CENTER WAY TUKWILA, WA 98188 (801) 865-6294 EMAIL: shanehuish@aol.com 24'-2" N N SCO'- 3F VROVF'dE\TS: CONSTRUCT TENANT IMPROVEMENTS FOR A 1,000 S.F. OFFICE, INCLUDING INTERIOR PARTITIONS, FINISHES, PLUMBING, ELECTRICAL WIRING AND LIGHTING. FRE SP\<L SYSTEN 'LUM31\G & -VAC TO 3 J\R SEPAATE PRv IT NEC VOD A \ICAL FED REVISION LIST NUMBER DATE SHEET NOTE GENERAL CONSTRUCTION NOTES 1. This set represents "the construction drawings" and Is intended to show minimum requirements. It Is the responsibility of the contractor to provide all construction necessary for the complete installation of all operating systems, materials and finishes in accordance with mfr.'s recommendation. Contractor shall thoroughly review drawings, specifications and owner's requirements. 2. Contractor shall field verify all existing dimensions prior to bid. Discrepancies in dimensions, drawings, graphic representation and actual field measurements shall be brought to the immediate attention of the designer. 3. Construction shall be based on the city's approved plans and owner's comments. The approved plans are to remain on site at all times for use by all involved trades and inspectors. 4. These documents are prepared for the use by contractor and in no way, either in whole or in part constitute any direction or instruction to any contractor with regard to construction methods, means or techniques. 5. Contractor shall be responsible for demolition work including, but not limited to, sequence & temporary shoring of all existing structures & verification of existing utilities & services. 6. Contractor shall notify utilities prior to commencement of all work. The contractor is responsible for repairs, subject to city and utility inspector's final approval. 7. Contractor shall clean up all public right-of-way and private driveways after each work day. Construction vehicles shall not block public traffic or entries at any time. Contractor shall work according to city's allowed schedules only. 8. All items shown or specified on these plans to be provided and installed by the General Contractor or appropriate Subcontractor unless otherwise noted. 9. New construction shall conform to International Building Code 2003 Edition, minimum requirements for Type VB-sprinklered, throughout a B occupancy. 10. General Contractor to remove exisiting window blinds prior to demolition, and re -install cleaned window treatments after all work completed. 11. General Contractor to clean entire tenant improvement, including interior face of exterior windows, after all sub -contractors are completed and prior to the owner's move -in. 12. All trades working in plenum must meet all applicable codes. 13. Design of new or relocation of HVAC by subcontractor. Insulate mechanical supply ducts with batting or duct board. 14. Provide smoke detectors to code. Provide fire extinguishers to code and locate as per plan if designated or contact Designer for approval of location. Paint recessed metal cabinets to match walls. 15. Insulate all walls with sound attenuation batting as per plan. 16. Height differences between flooring materials shall bevel at a ratio of 1:2 if greater than 1/4" per ADA accessibility codes. 17. Plumbing walls with toilet drains, interior Mechanical Room walls, and walls with Pocket Doors are 2X6 construction. 18. General Contractor to contact telephone, computer, sound and communication system or other involved parties, when walls are open to receive wiring. 19. Equipment Supplier, General Contractor and Subcontractors shall coordinate exact locations and specific requirements for th equipment installation. Provide templates for locations of all stub -outs and blocking points fo the equipment, if necessary. General Contractor to coordinate and is responsible for proper installation of all equipment. 20. Any items or surfaces which are unspecified as to material and or color are to be brought to the Designer's attention for specification. 21. Cabinetmaker to verify field dimensions for all fabrications. 22. Contractor to provide backing / blocking for all wall hung cabinets, towel bars, and coat hooks as required. Contractor to provide in -wall brackets for unsupported countertops, attached to framing. Verify locations, gauge , height and weight requirements with cabinetmaker. When other type of suports are to be used, verify style w/ Designer. 23. General wall finish to be smooth, level 4, plus fist coat (prime coat). Areas with high sun exposure to be level 5. DRAWING INDEX: A-1.0 BUILDING FLOOR PLAN VICINITY MAP PROJECT DATA GENERAL CONSTRUCTION NOTES CONTACT INFO SHEET INDEX A-2.0 FLOOR PLAN ENLARGED WAITING / RECEPTION WALL LEGEND DOOR / HARDWARE SCHEDULE DOOR & DOOR FRAME TYPES TYPICAL INTERIOR WALL SECTIONS PLASTIC LAMINATE SCHEDULE MISC. ACCESSORIES / HDWR SCHEDULE A-3.0 RCP / LIGHTING PLAN RCP LEGEND RCP GENERAL NOTES CEILING DETAILS SECTION / DETAIL A-4.0 ELECTRICAL PLAN ELECTRICAL LEGEND / ABBREVIATION ELECTRICAL / PLUMBING NOTES PLUMBING SCHEDULE FINISH PLAN FINISH SCHEDULE GENERAL CABINETRY NOTES A-5.0 INTERIOR ELEVATIONS 1-22 PROJECT DATA: STEIT ADESS EURO ASIA SHANE HUISH 7100 FUN CENTER WAY TUKWILA, WA LEGAL ESCIPTO\ 242304 92 PORTION OF W OF SECTION 24-23-04 BEGIN INTERSECTION OF 2M LINE OF PRIMARY STATE HIGHWAY NO 1, GREEN RIVER INTERCHANGE UNDER KC SUPERIOR COURT CAUSE NO 596089 STA POC (2M) 134+28.56 WITH A -LINE STA POT (A) 102+82.12 WITH STATE OF WASHINGTON DEPT OF TRANSPORTATION SR 405 GREEN RIVER INTERCHANGE R/W STA 99+00 TO STA 120+00 SHEET 2 OF 2 REVISED DECEMBER 31, 1992 TH N 42-30-02 E ALONG CA OF SAID A -LINE 88.55 FT TO STA 103+70.67 OF SAID A -LINE TH N 47-29-58 W 60 FT TO POINT ON NLY R/W OF SAID PRIMARY STATE HIGHWAY NO 1 SAID POINT BEING BEGINNING OF CURVE CONCAVE TO SOUTH RADIUS OF 163 FT AND ALSO BEING POINT OF BEGINING TH NLY, ELY 8c SLY ALONG SAID R/W ON ARC OF SAID CURVE THRU C/A 0 64-48-29 184.37 FT TH LEAVING SAID R/W & BEARING N 21-14-41 E 38.16 FT TH N 64-48-08 W 5.90 FT TH N 22-58-18 W 166.10 FT TH N 22-01-42 E 229.49 FT TO POINT ON ORDINARY HIGH WATER LINE OF GREEN (WHITE) RIVER AS APPEARED ON AUGUST 11, 1997 TH ALONG ORDINARY HIGH WATER OF SAID RIVER THE FOLLOWING COURSES AND DISTANCES S 70-00-00 W 39.06 FT TH S 73-00-00 W 65 FT TH S 67-00-00 W 100FT TH S 57-40-00 W 30 FT TH 63-50-00 W 35 FT THS 56-30-00 W 100 FT TH S 51-00-00 W 50 FT TH S 35-40-00 W 40 FT TH S 39-00-00 W 60 FT TH S 52-20-00 W 50 FT TO NELY R/W FOR 2M -LINE TH SLY ALONG R/W TO ITS INTERSECTION WITH NLY R/W OF SAID A -LINE TH N 42-30-02 E 9.42 FT TO POINT OF BEGINING-AKA ADJUSTED PARCEL 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0028 RECORDING NO 9806309017 ASSESSO'S PARCEL \U 242304909201 S TE &LOT COVERAGE TOTAL SITE AREA: N/A IMPERVIOUS AREA: N/A BUILDING ENVELOPE AREA: N/A LOT COVERAGE: N/A ThI 3UJL1▪ \G STATSTCS NUMBER OF STORIES : 1 OCCUPANCY CLASSIFICATION : B-BUSINE'S OCCUPANCY LOAD :10 (1,000 SF / 100 , F = 10 0 NUMBER OF EXIT REQUIRED : 1 If E., v 3R: ieustircanfakiiiiiSKISECIVORdovacisicsettl NUMBER OF EXIT PROVIDED : 1 { BUILDING TYPE: TYPE -V -B SPRiNKLERED 1 AREA OF SPACE TO BE REMODELED: 1,0 CONSTRUCTION VALUE: $ 30,000.00 PA<NG STANDARD -73 COMPACT - 5 ACCESSIBLE -4 ZO\\C \FOVAT0\ l\FOWAT o\ JURISDICTION: CITY OF TUKWILA, WA ZONING : CITY OF TUKWILA, WASHINGTON ZONING DESIGNATION CAI -COMM SETBACK REQUIREMENTS: N/A t TED D Without Comments S • . As Noted In Red Per The Attached Letter 1 nese plans have been reviewed by The Tukwila Fi Prevention Bureau for conformance with current city n standards. Acceptemcc is subject to errors and < nissians whirc.th dry not authorize violaticns of adop'':d andaras and or;:l;rwlicr . The re3pons Witty forth •'cll.i3cy of deign r;sis totaily with the designer. deletions or rc t!ISICtriS to these drawings void thts_FiCCeptanCe and Will require a :, ubmittal of revised dmwings for subs: uent ap' •val CftN 01 fa N CFI cr) tae . 31'4 w F- 0 Z O F-- 0 H C/)0 0 Z W CD O LL z PROJECT DATA, CONTACT '-incl acceptance is subject to field test and l i� Tulmila Fire Prevents; n ,Bureau. 188 (6T6 BUILDING HEIGHT PERMITTED: N/A rui�wlt.A FiR>e DEPAr�TlvtEl��, PROPOSED BUILDING HEIGHT: N/A andPleae cat. 5o5.440 , and give this job TRANSPORTATION MANAGEMENT PLAN NOT REQUIRED No.C'r 22 exact address for shut+ CODE COV H A\ C FC M ATI °r restoration approval: BUILDING CODE: 2006 INTERNATIONAL BUILDING CODES 2006 WA STATE ENERGY CODE AMERICAN NATIONAL STANDARD - ANSI A117.1-2003 F �A� 1 L.. PAID 2 f 2008 PRELIMINARY TrF NOT FOR CONSTRUCTION .a�hl 493 QA C1) LU z W U z LL >-- U- 0 U- 0 tp ry ro 7100 FUN CENTER WAY DATE: 10/23/2007 REVISIONS BY: SCALE: AS NOTED This set of drawings shall not be copied in whole or in part without prior written consent from the owner. This document is considered as one unit and shall not be considered complete of whole if documents are separated in any manner. Documents shall not be separated for the purpose of submitting proposals or for separate phases of construction. SHEET: CONSTRUCTION SET A 1.0 OF: 5 C c c 0 a 2 fP3: PROVIDE NECESSARY ELECTRICAL AND VENTING VERIFY LOCATION M 'u 5'-10" ROOFAC 8 h. 0 M ::Ir' 0 5'- 0" FACI ROOM 107 w PEDICURE 0 ROOM "7"_J FI J 103 w GFIj 0 rn HALL WA 1 cIA, 1m =NI QEF a► dlh CPU RECEPTION 5..02 / \� SHOWER W/ MULTIPLE SHOWER HEADS, WALL $ CEILING. PROVIDE NECESSARY PLUMBING 5‹ o ROOM 109 3'-6" Ili o 0 Vi 111 RR 105 51-211 DJ!. 'u FACIAL ROOM 104 ItV WAITING 101 1-9 Arvis L. - TV EOL PROVIDE NECESSARY ELECTRICAL AND VENTING ADA SHOWER. PROVIDE NECESSARY PLUMBING if -L-CTS CAL SLA\ SCALE: 1 /4"=1 ' -0" li PLUMBING SCHEDULE QTY ITEM LOCATION SPECIFICATION FIXTURES / FITTINGS 6 Sink #103, 104,105, 107, 108, & 109 "DECOLAV" Translucence-1112T-TCH 12m Tempered Transparent Glass Vessel Finish: Transparent Charcoal "Dante" D201044 -BN* - Sirius Single Handle Deck Mount Vessel Filler Faucet Finish: Brushed Nickel 1 Toilet Restroom #105 "KOHLER" K -3481-U Wellworth Elongated Toilet w/ Trip Lever and Insuliner Tank Liner Comfort Height Finish: Black Supply all the necessary fixtures and fittings 2 Shower Door Facial room #104 & #109 "KOHLER" K-702012 Purist Pivot Shower Door Finish: Clear (L) / Brushed Nickel (BN) Hc 2 _ Showering system Facial room #104 & #109 Hydroswiss In -wall Showering System Verify style and specification with Owner (VERIFY FIXTURE FITTING & ADA REQUIREMENTSIN RM #104) Supply all the necessary fixtures and fittings 1 Hot water heater verify Verify style and specification with Owner Install floor drain. Supply all the necessary fixtures and fittings CABLE TV OUTLET, VERIFY HEIGHTS W/ AUDIO P-1* DOUBLE DUPLEX RECEPTACLE 120V, +18" AFF Main field color See finish plan for exact locations /VISUAL CONTRACTOR *Complies with Regulation for Barrier -Free facilities Note: Submit all Plumbing product specifications and shop drawings for approval by Designer. Quantities, where listed are for the Contractor's convenience only. Verify all counts. Provide plaster traps and other dental related plumbing needs where necessary. Check with dental supplier for requirements. -VERIFY ALL COMPUTER / TV / SOUND SYSTEM / LOW VOLTAGE WITH SUPPLIER -VERIFY REQUIREMENT & LOCATION OF EQUIPMENTS WITH OWNER & SUPPLIER GENERAL CABINETRY NOTES ,, L ABBRF 3. Drawers: White low-pressure laminate bonded over 3/4" industrial board. All file drawers will need to be constructed to receive the pendaflex hangers without a separate rack and need to be letter size hanging front to back unless otherwise noted. ACH ABOVE COUNTER HEIGHT AFF ABOVE FINISHED FLOOR GROUND FAULT CIRCUIT GFI INTERUPTER REF REFRIGERATOR TV TELEVISION W WATTS OR WALL WH WATER HEATER TANK V VOLTS W/D WASHER / DRYER NOTE: DIMENSIONS GIVEN ARE TO CENTERLINE OF BOX ELCTJCAL 8. Electrical grommets: Included on all desk -height surfaces in kneeholes. Power, phone and computer jacks will be installed 18" AFF in kneeholes and cords brought through grommets. Verify color of grommets with designer. Final placement of grommets to be determined by tenant and drilled on-site. DUPLEX RECEPTACLE 120V, +VERIFY" AFF 10. Interior finished dimensions of upper cabinets should be 12" clear minimum, unless noted otherwise. 21. Undercabinet lighting to be mounted behind valence at front of upper cabinet. Sides of upper cabinet boxes must not extend below cabinet bottom to allow for Installation of this lighting. WATER AS REQUIRED BY EQUIPMENT SUPPLIER 13. Provide keyboard arm with sliding mouse tray where indicated on plans. Submit brand specification and verify with designer before installation. w 15. Check desk height surfaces for backsplashes. If backsplash is not specified, scribe surface for tight fit to wall. DOUBLE DUPLEX RECEPTACLE 120V, +VERIFY" AFF 17. Pulls are to meet barrier free codes. Style and finish called out on Misc Hardware Schedule. Hc (2) CAT5-E DATA JACKS, +18" AFF 20. Where applicable, cabinetmaker to verify chart size with Client / Doctor to determine chart rack dimensions. Horizontal sections not to exceed 2'-6" to prevent sagging. Vertical wire dividers to be installed front to back at equal intervals of not more than 12" for chart support. WALL BASE=WB DUPLEX RECEPTACLE 120V, +18" AFF 4 TELEPHONE OUTLET, +18" AFF Johnsonite - DC -66 4" Rubber Wall Base Color: either ore Throughout DUPLEX RECEPTACLE 120V, +7" ACH I CABLE TV OUTLET, VERIFY HEIGHTS W/ AUDIO P-1* DOUBLE DUPLEX RECEPTACLE 120V, +18" AFF Main field color See finish plan for exact locations /VISUAL CONTRACTOR ® Accent color. See finish plan for exact locations. DOUBLE DUPLEX RECEPTACLE 120V, +7" ACHELECTRICAL Parker Paint 8716N - Western Reserve PANEL TEXTILE =TEX DUPLEX RECEPTACLE 220V, +18" AFF 0 WALL MOUNT EXHAUST FAN Q 220V TEX-2 FLUSH FLOOR 4-PLEX 120V 0 CALL LIGHT /COMMUNICATION SYSTEM 1Fin u Drapes Verify exact location /mountings w/ owner & designer Note: * ALL PAINTED AREAS TO RECEIVE: Eggshell Finish - General 1 Coat Tinted Latex Wall Primer, Flat Finish - Soffits / Ceiling 2 Coats paint with final coat applied after general Semi -Gloss Finish - Wet Area's touch up is completed. Use i to 1" nap roller. THIS ELECTRICAL PLAN DOES NOT SUPERSEDE FINAL ELECTRICAL PLANS PROVIDED BY ELECTRICIAL / TECHNICIAN -VERIFY ALL COMPUTER / TV / SOUND SYSTEM / LOW VOLTAGE WITH SUPPLIER -VERIFY REQUIREMENT & LOCATION OF EQUIPMENTS WITH OWNER & SUPPLIER GENERAL CABINETRY NOTES V ATO\ ABBRF 3. Drawers: White low-pressure laminate bonded over 3/4" industrial board. All file drawers will need to be constructed to receive the pendaflex hangers without a separate rack and need to be letter size hanging front to back unless otherwise noted. ACH ABOVE COUNTER HEIGHT AFF ABOVE FINISHED FLOOR GROUND FAULT CIRCUIT GFI INTERUPTER REF REFRIGERATOR TV TELEVISION W WATTS OR WALL WH WATER HEATER TANK V VOLTS W/D WASHER / DRYER NOTE: DIMENSIONS GIVEN ARE TO CENTERLINE OF BOX -VERIFY ALL COMPUTER / TV / SOUND SYSTEM / LOW VOLTAGE WITH SUPPLIER -VERIFY REQUIREMENT & LOCATION OF EQUIPMENTS WITH OWNER & SUPPLIER GENERAL CABINETRY NOTES Shop drawings are required for approval before fabrication, and should be drawn using actual field measurements. Any substitutions to these specifications should be approved by the Designer before proceeding. 1. Casework construction: AWI Custom grade white low-pressure laminate over 3/4" Industrial board. 2. All shelving to be adjustable. Exposed shelving and exposed cabinet box interiors to be high pressure laminate. 3. Drawers: White low-pressure laminate bonded over 3/4" industrial board. All file drawers will need to be constructed to receive the pendaflex hangers without a separate rack and need to be letter size hanging front to back unless otherwise noted. 4. Drawer slides: Full extension, 100lb rating zinc finish- Accuride #3832. Full extension, 150lb rating zinc finish- Accuride #4034 on all file drawers. Blum 125 degree self-closing hinges or equal. 5. Countertops: Plastic laminate bonded over 3/4" industrial board unless otherwise noted. 6. Self -edges: Plastic laminate unless otherwise noted. Other edges such as wood or stone when specified will have a detail provided or check with designer. 7. Locks to be included where specified on elevations. Finish to match pulls or verify with Designer. 8. Electrical grommets: Included on all desk -height surfaces in kneeholes. Power, phone and computer jacks will be installed 18" AFF in kneeholes and cords brought through grommets. Verify color of grommets with designer. Final placement of grommets to be determined by tenant and drilled on-site. 9. Plastic laminates are specifed from Pionite, Wilsonart, Nevamar, Laminart or Formica. See Plastic Laminate schedule for manufacturer and color. If unclear on specification for any surface, call Designer. 10. Interior finished dimensions of upper cabinets should be 12" clear minimum, unless noted otherwise. 21. Undercabinet lighting to be mounted behind valence at front of upper cabinet. Sides of upper cabinet boxes must not extend below cabinet bottom to allow for Installation of this lighting. 12. Trash management grommets where specified to be placed in the counter as shown on the Interior Finish Plan. Refer to Misc Hardware Schedule for style and finish. 13. Provide keyboard arm with sliding mouse tray where indicated on plans. Submit brand specification and verify with designer before installation. 14. Backsplashes to be 3/4" x 4" wrapped with plastic laminate unless otherwise noted. Check elevations, if full backsplashes to the underside of the upper cabinets are called out they are to be 3/4" thick. 15. Check desk height surfaces for backsplashes. If backsplash is not specified, scribe surface for tight fit to wall. 16. Doors and drawer heads to be plastic laminate with white low-pressure cabinet liner, banded with plastic laminate. 17. Pulls are to meet barrier free codes. Style and finish called out on Misc Hardware Schedule. 18. Provide Marine Grade Plywood for cabinets above and around sterilizers where indicated in Labs or Sterilization. Do not place seams in laminate under sterilizers to avoid delamination from moisture and heat. 19. Refer to Misc Hardware Schedule for dispenser specifications where applicable. 20. Where applicable, cabinetmaker to verify chart size with Client / Doctor to determine chart rack dimensions. Horizontal sections not to exceed 2'-6" to prevent sagging. Vertical wire dividers to be installed front to back at equal intervals of not more than 12" for chart support. Fra.r M L.A•R7`l PLt..k %r-. Sroi,f ; C- syr-L/%j, lot., GENERAL ELECTRICAL / PLUMBING NOTES 1.Security system if applicable, to be designed and installed by others. 2.Provide water line to icemaker when applicable. 3.Design and install or add sprinkler system per code under seperate permit, if applicable. 4.Call system panels, if applicable, will require a conduit run and power provided by the Electrician. Locations to be job -site verified by Communication Supplier. See plan for general locations but verify locations with Client / Doctor and Designer. 5.Washer / Dryer (if applicable): Provide drain line and vent for dryer to exterior of building. 6.Provide conduit for all equipment as required. Verify size and location with Sound System Subcontractor, Computers (data wiring / low voltage wiring contractor), Cabinetmaker and Equipment technician. 7.Where full height 3/4" backsplash is specified, extend plumbing and electrical services 3/4". 8.Dimensioned heights for electrical boxes are to centerline of box and are to be located as specified. If no height specification is called out, check with Designer. 9.Barrier-Free Restrooms to have all exposed plumbing insulated. 10.Electrical Panel and Phone board locations to be verified with Designer. 11.Plumber to provide hot and cold water to all sink locations. 12.AII trades working in this plenum must meet all applicable codes. 13.Verify if treatment rooms require separate ground wire per Washington State Electrical Code. See Equipment Suppliers plans for Electrical / Plumbing Notes for all Equipment. 14.Outlet covers and toggle switches to be standard white unless otherwise noted. When color denotation is required by code, use appropriately colored dot. Verify number of CPU's to be grouped per circuit with Computer installer (no more than four). Use gray dot to denote computer outlets. 15.Provide and install smoke detectors and recessed fire extinguishers to code. Verify paint color of metal fire extinguisher cabinet w/ Designer. 16. Provide water line to pedicure chair when required. Verify with client and equipment supplier. FINISH SCHEDULE LEGEND AND PRODUCT SPECIFICATION MATERIAL SPECIFICATION / DESCRIPTION REMARKS / LOCATION STONE =STN STN -1 DalTile - CV13 Castle De Verre 10"x13" Field Tile Color: Regal Rouge" Waiting, Reception, Hallway, Pedicure room. See finish plan for exact location Grout : CUSTOM BUILDING PRODUCTS wide, #52 -Tobacco Brown STN -2 DalTile - CN95 Concrete Connection 13"x13" Field Tile (FLOOR in Massage rm, RR) 6'1/2"x61/2" Field Tile ( INSIDE SHOWER) Color: Downtown Black Massage rooms, RR. See finish plan for exact location Grout : CUSTOM BUILDING PRODUCTS i" wide, #60 -Charcoal STN -3 DalTile - DV44 Devonshire 9"x12" Wall Field Tile Color: Black Walls in RR See finish plan &elevations for exact location Grout : CUSTOM BUILDING PRODUCTS e" wide, #60 -Charcoal STN -4 DalTile - DV44 Accent Devonshire 9"x12" Wall Decorative Tile Color Black Walls in RR See finish plan & elevations for exact location Grout : CUSTOM BUILDING PRODUCTS i" wide, #60 -Charcoal STN -5 DalTile - DV44 Accent Strip Devonshire 3"x9" Wall Decorative Tile Color: Black Walls In RR See finish plan & elevations for exact location Grout : CUSTOM BUILDING PRODUCTS i" wide, #60 -Charcoal WALL BASE=WB WB -1 Johnsonite - DC -66 4" Rubber Wall Base Color: either ore Throughout PAINT = P P-1* Sherwin Williams SW 7538 - Tamarind Main field color See finish plan for exact locations P-2* Parker Paint 8756N - Cordwood Accent color. See finish plan for exact locations. P-3* Parker Paint 8716N - Western Reserve Accent color. See finish plan for exact locations. TEXTILE =TEX TEX-1 POLLACK Eloquence - 4014 / 27 chocolate Bench seat & back in Waiting room See elevations & detail for exact location and size TEX-2 POLLACK Metallic - 9140 / 02 brass Drapes Verify exact location /mountings w/ owner & designer TEX-3 T.B.D. Drapes Verify exact location /mountings w/ owner & designer Note: * ALL PAINTED AREAS TO RECEIVE: Eggshell Finish - General 1 Coat Tinted Latex Wall Primer, Flat Finish - Soffits / Ceiling 2 Coats paint with final coat applied after general Semi -Gloss Finish - Wet Area's touch up is completed. Use i to 1" nap roller. le SCALE: 1 /4"=1 -0" 0 m 111111111111.41 ORM 40 111111111111111110 Nil I mu., 11111111111111.411 I idirmiiiiiikumm Milli 11111111111111111111111111111161111 11111111111111111111111.1 n ...I IMIN111111111111111111IA III AIIMIN Lempliiiiiii111/ 1113 GAY IOC I i STN -1 MOM FNS DLA\ STN -1 EXISTING PRELIMINARY NOT FOR CONSTRUCTION 0 LLJ w J J 0 0 LU w 0 J U 0 W W C/) w 0 z > w z W W C.7 7100 FUN CENTER WAY DATE: 10/23/2007 REVISIONS BY: SCALE: AS NOTED This set of drawings shall not be copied in whole or in part without prior written consent from the owner. This document is considered as one unit and shall not be considered complete of whole if documents are separated in any manner. Documents shall not be separated for the purpose of submitting proposals or for separate phases of construction. SHEET: CONSTRUCTION SET A4.O OF: 5 COPYRIGHT 23'-9" 2'-9" M N Co 11-4 4-1. . ® I ROOM @` WAY ¶OT L_ BEI ;•11 106 D11111 £,L_ AIX IN MN 31' 0" rr iioRM I \i 7■ �. 1■ �. ■ �. 1■ • 1■ 1■ �. ■ �. �. �. �. • " �. • . �. i■ �. �. i. �. �. • • • " 1■ �. �. u u • �. 1■ 1■ . 1. �r u �. • • r u u 1■ IC: 1.1 I:i 1.1 1.1 ISO I:I 1■ INr • IN • 1■ 1.1 1■ .. 1■ I: mi IS ■ ■ ■ ■1 NI w NI ■1 TNI 1!! • In • is • as • .� .1 1■1 1111 IMI M; rI 111 1.1 1E1 I■I ISI ■1 NI NI ■1 �.1 ■I .I ISI 'al ■I NI NI IN IN 1.1 0 REF (LOWER) LAN CABINET (UPPER) 2' 2" COUNTER, OPEN LEAVE 4" SPACE UNDERNEATH FOR DRAPES, TYP. 'Q9� DRAWERS '0':. WAITING ENTRA L00� DLA\ SCALE: 1 /4"=1,'-0" WALL LEGEND LOCATION DOOR v A NEW PARTITION WALL HDWE GROUP REMARKS Oo"Oo0o0o0 5" Q WALL WIBLOCKING SIZE TYPE MAIN ENTRANCE 1 EXISTING ® EXISTING LOCKSET DOOR CLOSER - 1 Restroom "Bobrick" #B-221 Classic Series Surface -Mounted Seat Cover Dispenser Satin finish Stainless Steel 1 Restroom "Bobrick" #B-6806 x 36", 1-1/2" dia. grab bar Satin finish Stainless Steel NOTED AS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" FACIAL ROOM DEMISING/SOUND WALL 1 3/4" x 3'-0" x 7"-0" © FLUSH 0 LOCKSET EXISTING WALL RESTROOM 3 K U U TVI' 104 11,;011111111101111 1 0 DC 0 �CC 0 DC ye, Ainer CE RECESSED NICHE P-7, BUILT-IN En BENCH ce PLAM SIDE TABLE TRANSACTION TOP@42" AFF -n7'-11/4" rill' -1 1/4" WAITING 101 TV (N.I.C.) VERIFY EXACT LOCAITON 0 DC 0 D0 C DC 0 3' .41/4" / 2'-7 1/2" DIr STORE DOOR TEMPERED GLASS 5/8" G.W.B. ON 3.5" MET. STUDS 0 18' O.C. W/ RC -1 CHANNEL ATTEOAIONSBOUND Er DEMISING WAL XV SOUND WALL III H111111111111111 TYP. BETWEEN TENANT SPACES 5/8" G.W.B. ON 3.5" MET. STUDS O 24" O.C. NON -RATED WALL TYP. INT. PARTITIONS INSTALLATION NOTES: USE DEFLEC11ON TRACKS 0 TOP OF PARTITIONS TO STRUCTURAL. SUPPORTS ABOVE TYPICAL INTERIOR WALL SECTIONS NO SCALE FINISH W/ FALSE PANEL LEAVE 4" SPACE 3 1/2" FOR DRAPES, TYP. fa ENLARGED FLOOR PLAN SCALE: 1 /2"=1 '-0" CHD. DI)I- 14 3 -LITE TEMPERED GLASS. DOOR TYPES NOT TO SCALE ICHD.DIDtI- 0 GO 1 4" SOLID WD. 1 4" HOLLOW WD. FLUSH DOOR FLUSH DOOR CUSTOM WOOD FRAME TYPES NOT TO SCALE DOOR SCHEDULE LOCATION DOOR FRAME HDWE GROUP REMARKS NO. SIZE TYPE MAIN ENTRANCE 1 EXISTING ® EXISTING LOCKSET DOOR CLOSER - 1 Restroom "Bobrick" #B-221 Classic Series Surface -Mounted Seat Cover Dispenser Satin finish Stainless Steel 1 Restroom "Bobrick" #B-6806 x 36", 1-1/2" dia. grab bar Satin finish Stainless Steel NOTED AS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" FACIAL ROOM 2 1 3/4" x 3'-0" x 7"-0" © FLUSH 0 LOCKSET FLOOR STOP, RESTROOM 3 1 3/4" x 3'-0" x 7'-0" © FLUSH L'J PRIVACY FLOOR STOP, LATCH SET HALLWAY 4 1 3/4" x 2'-6" x 7'-0" ® FLUSH N/A BI -FOLD BI -FOLD DOOR HARDWARE FACIAL ROOM 5 1 3/4" x 3'-0" x 7'-O" © FLUSH 0 LOCKSET FLOOR STOP, FACIAL ROOM 6 1 3/4" x 3'-0" x 7'-0" 0 0 POCKET(BYPASS) BYPASS POCKET DOOR HARDWARE, FROSTED GLASS FACIAL ROOM 7 1 3/4" x 3'-0" x 7'-0" PL -3 1Q POCKET(BYPASS) BYPASS POCKET DOOR HARDWARE, FROSTED GLASS FACIAL ROOM 8 1 3/4" x 3'-0" x 7'-0" C FLUSH 1O LOCKSET FLOOR STOP, FACIAL ROOM 9 1 3/4" x 2'-6" x 7'-O" FLUSH N/A 8 -FOLD 81 -FOLD DOOR HARDWARE FACIAL ROOM 10 1 3/4" x 3'-0" x 7'-0" C FLUSH Q LOCKSET FLOOR STOP DOOR NOTES: 1. SUBMIT KEYING SCHEDULE AND HARDWARE SAMPLES FOR APPROVAL. HDWR TO MATCH EXISTING. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 4. DOOR THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT. 5. MAX. DOOR OPENING PRESSURES ARE LIMITED TO 8.5 LBS. AT EXTERIOR DOORS AND 5.0 LBS. AT INTERIOR DOORS. 6. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. 7. NEW DOORS AND FRAMES TO BE SOLID FIR, STAIN TO MATCH PL -2 8. EXISTING DOORS AND FRAMES TO BE CLEANED AND REFINISHED. 9. ALL DOOR FRAMES TO BE CUSTOM GRADE. 10. NEW DOOR TRIM TO BE 2-3/4' X 3/4" WITH EASED EDGE, UNLESS OTHERWISE SPECIFIED. 11. ACCESSIBLE RESTROOM SIGNAGE W/ TACTILE CHARACTOR TO BE LOCATED ON PUSH SIDE OF DOOR W/ CLOSERS AND WITHOUT HOLD -OPEN DEVICE. TACTILE CHARACTOR SHALL BE 48 INCH MIN., 60 INCH MAX. ABOVE FLOOR. 2 3/4" FINISH HARDWARE Provide finish hardware for complete work in compliance with ADA. Quantities, where listed are for the contractor's convenience only. Provide all necessary items for all doors, including: butts, latch and locksets, closers, door stops and holders, kick plates, door silencers, thresholds, smoke gasket and weather-stripping. Finish hardware shall be supplied by recognized builder's hardware supplier. Submit hardware schedule for approval. Keys and Keying: Coordinate keying with Owner. All cylinder items shall be master -keyed into a new keying system. Submit keying schedule for approval. MISCELLANEOUS ACCESSORIES / HARDWARE SCHEDULE QTY LOCATION SPECIFICATION 8 Hall way (lockers) Locker hardware 8 Hall way (lockers) Mirror & accessories: verify style / who to provide w/ owner 2 Facial room #104 & #109 Danze: D446133 -BN Sirius 24" Double Towel Bar in Brushed Nickel 10 verify #103, 104, 107, 108 & 109 Danze: D446137 -BN Sirius Robe Hook in Brushed Nickel 1 Restroom "Bobrick" #B-221 Classic Series Surface -Mounted Seat Cover Dispenser Satin finish Stainless Steel 1 Restroom "Bobrick" #B-6806 x 36", 1-1/2" dia. grab bar Satin finish Stainless Steel 1 Restroom "Bobrick" #B-6806 x 42", 1-1/2" dia. grab bar Satin finish Stainless Steel 1 Restroom "Bobrick" #B-6806 x18 Concealed Mounting 18" Vertical Grab Bar, Stainless Steel, Finish: Satin 1 Restroom "Bobrick" #B-36903 / TrimLine Series Recessed Paper Dispenser / Waste Receptacle / Satin finish Stainless Steel 1 Restroom Danze: D446136 -BN Sirius Paper Holder in Brushed Nickel Verify @Site Throughout "Hafele" 115.20.001 Stainless Steel Handles verify Per elevations Provide and install in -wall brackets for support Note: Quantities, where listed are for the contractors convenience only. Please verify all counts. PLASTIC LAMINATE SPECIFICATION: MANUFACTURER . CODE COLOR# COLOR NAME COMMENTS WILSONART PL -1 1813-35 DEGLPAZTE R Horizontal surfaces in Reception, Break area, Pedicure room WILSONART PL -2 7933T-07. CAFELLE Vertical surfaces in Reception, Wafting, Break area, Pedicure room WILSONART PL -3 4674-60 EVENING TIGRIS Horizontal surfaces in Massage rooms, RR WILSONART PL -4 7944-01 MADAGASCAR Vertical surfaces in Massage rooms, RR PL -1 PLOUGH 41/2" /2" ,d tom_ 4,I/2" DOOR TRIM DOOR OPENING EASED EDGE - R=-4-11 RADIUS TO BE PLACED AT OUTSIDE EDGE OF DOOR OPENING NOT TO SCALE DOOR HARDWARE PLASTIC LAMINATE SCHEDULE LOCATION ROOM # UPPER BOX LOWER BOX COUNTER IS. EDGE TOE KICK BACK SPLASH NOTES Waiting anch) (BeTEX-1 PL -2 PL -2 Bench (SEAT&BACK) Reception -. PL -2 PL -1 PL -2 Break area PL -2 PL -1 Niche PL -1 Lockers PL -2 PL -2 Pedicure Rm PL -2 PL -2 PL -1 PL -2 PL -1 Facial Rm (TYP) PL -4 PL -4 PL -3 PL -4 PL -3 Facial Rm (TYP) PL -4 PL -4 PL -3 PL -4 PL -3 Restroom PL -4 PL -3 PLOUGH 41/2" /2" ,d tom_ 4,I/2" DOOR TRIM DOOR OPENING EASED EDGE - R=-4-11 RADIUS TO BE PLACED AT OUTSIDE EDGE OF DOOR OPENING NOT TO SCALE DOOR HARDWARE TYPE OF LOCK SPECIFICATION Passageway SCHLAGE: AL Series Lever: NEPTUNE Finish: #623 Satin Chromium Plated Privacy (Restroom) SCHLAGE: AL Series Lever: NEPTUNE Finish: #623 Satin Chromium Plated NOTES: 1. Provide standard weight commercial door hinges 2. All doors with closers to have ball bearing hinges 3. Provide door stops at appropriate locations 4. Wood doors & frames to receive 1 coat of benite prior to stain and lacquer. Stain color to match wood veneer (provide sample for designer's approval) 5. Door hardware finish: Oil Rubbed Bronze 6. Alternate Manufacturers may be selected with designer's approval PRELIMINARY NOT FOR CONSTRUCTION CD z w w -J Q z isJ 0 0 0 LL z 0 0 rW ( r -J 0 cn w a w oa ce 0 0 D W J W 0 0 0 D � J 0 w U 0) ce U) mow// I..L. 0 w 0 0 U 0) � 0�/ LLQ w DATE: 10/23/2007 REVISIONS BY: SCALE: AS NOTED This set of drawings shall not be copied in whole or in part without prior written consent from the owner. This document is considered as one unit and shall not be considered complete of whole if documents are separated in any manner. Documents shall not be separated for the purpose of submitting proposals or for separate phases of construction. SHEET: CONSTRUCTION SET OF: A2.O 5 COPYRIGHT FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fun Center Retail Building 7100 Fun Center Way Permit No.: 07-S-196 Date: August 16, 2007 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 20' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. All references are NFPA 13, 2007 Edition. WASHINGTON SURVEYING & RATING BUREAU 200 1st Avenue West tel 206.217.WSRB Suite 500 fax 206.217.WFAX Seattle, WA 98119 web www.wsrb.com Underwriting Information, Filings, & Property Loss Costs Jose A. Buitrago Senior Field Representative/Plan Review jose.buitrago@wsrb.com (206)-273-7157 August 10, 2007 PLAN SHEETS 1-2 of 2 SUBJECT Family Fun Center - Retail Building 7100 — Fun Center Way Tukwila, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Provide detailed information regarding date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow tests generated by computer model are not acceptable. 2. A density of .20/1,500 is acceptable for Group II occupancy (mercantile). 3. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB for all hazards. 4. Provide a variable pressure alarm valve and outside water motor alarm gong. 5. Provide an outside property indicating control valve (PIV). 6. Hangers should be installed according to UL listing and as specified by NFPA 13. 7. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 8. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. '.e f C 01/4- a �o�abo to be. case. Serving the Property and Casualty Insuralowdoptt? S �'t t. _.c\�S\V,�jvo\e�ec 57'1 SMITH FIRE SYSTEMS, INC. Nil 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME FFC RETAIL BUILDING JOB NO. TC -7426 DATE 8/2/2007 ADDRESS 7100 FUN CENTER WAY BY Z. ROBERTS TUKWILA, WA 98188 SYSTEM DESIGNATION: RETAIL HAZARD DESCRIPTION: RETAIL HAZARD CLASS PER NFPA 13, 2007: SPECIFIC RULING: ORDINARY : GROUP 2 RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM YARD HYDRANT, NODE 1 IN -RACK SPRINKLER DEMAND 0 GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 90 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 K -FACTOR: 5.6 SQUARE FEET TEMPERATURE: 200 ° F ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 140 PSI RESIDUAL 20 PSI FLOW 7316 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 2007 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: BASE OF RISER DEMAND 438.77 GPM REQUIRED AT 89.31 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 688.77 GPM REQUIRED AT 92.32 PSI AT CONNECTION TO CITY WATER MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) ffiDEIgARMAIHMATMVI w cc 0 co co co 00)) YSTEM AREA - Al a a 0- O 0 Q 0 N J 0 ttiLk1 Z_ 0 M DEMAND • BASE OF RISE -1 r ii fil I" cc 1- w 0 2 d LL C7 as co 0 < O 1. 1 t N --I- • 1 LI i I it • II f SIJ { -L • In J n Ii -it nnnlu J rn co O c) nX 0 0 z w 2 J 0 co CA CO N O SUBMITTAL SERIAL NO:2244HY1 08-02-2007 PAGE 1 FAMILY FUN CENTER .20/1500 ORD HAZ GROUP 2 FLOW TEST RESULTS Water Supply STATIC 140.00 PSI RESIDUAL 20.00 PSI @ 7316.00 GPM CITY PRESSURE AVAILABLE AT 688.8 GPM 138.48 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 29.20 24.58 102 27.22 24.58 103 25.88 24.58 104 25.07 24.58 105 24.69 24.58 106 24.58 24.58 107 28.97 23.95 108 27.00 23.95 109 25.67 23.95 110 24.86 23.95 111 24.57 17.93 112 24.49 17.93 113 32.70 23.95 114 31.72 23.95 115 31.26 23.65 116 30.88 14.82 5.60 27.18 5.60 23.63 5.60 21.36 5.60 20.05 5.60 19.43 5.60 19.27 5.60 26.76 5.60 23.25 5.60 21.01 5.60 19.71 5.60 19.26 5.60 19.13 5.60 34.10 5.60 32.09 5.60 31.16 5.60 30.42 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 1 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 11 TO 21 438.77 GPM 250.00 GPM 688.77 GPM 92.31 PSI 0.00 PSI 21.88 FPS SUBMITTAL SERIAL NO:2244HY1 08-02-2007 PAGE 2 FAMILY FUN CENTER .20/1500 ORD HAZ GROUP 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 105 106 1.710 L 9.58 C=120 PT 19.27 (106) Q 24.58 F=0 F 0.00 PE 0.00 BN T 9.58 0.0176 PF 0.17 104 105DQ 24.69 1.710 L 9.58 C=120 PT 19.44 (105) Q 49.27 F=0 F 0.00 PE 0.00 BN T 9.58 0.0639 PF 0.61 103 104DQ 25.07 1.710 L 9.58 C=120 PT 20.05 (104) Q 74.34 F=0 F 0.00 PE 0.00 BN T 9.58 0.1367 PF 1.31 102 103DQ 25.88 1.710 L 9.58 C=120 PT 21.36 (103) Q 100.22 F=0 F 0.00 PE 0.00 BN T 9.58 0.2375 PF 2.28 101 102DQ 27.22 1.710 L 9.58 C=120 PT 23.64 (102) Q 127.44 F=0 F 0.00 PE 0.00 BN T 9.58 0.3705 PF 3.55 21 101DQ 29.20 1.710 L 40.63 C=120 PT 27.19 (101) Q 156.64 F=0 F 0.00 PE 0.00 BN T 40.63 0.5426 PF 22.05 11 21 1.710 L 1.21 C=120 PT 49.24 ( 21) Q 156.64 F=2T F 24.00 PE 0.52 NR T 25.21 0.5426 PF 13.68 PT 63.44 ( 11) 115 116 1.710 L 15.58 C=120 PT 30.42 (116) Q 30.88 F=2E F 12.00 PE 0.00 BN T 27.58 0.0269 PF 0.74 114 115DQ 31.26 1.710 L 9.46 C=120 PT 31.16 (115) Q 62.14 F=0 F 0.00 PE 0.00 BN T 9.46 0.0981 PF 0.93 113 114DQ 31.72 1.710 L 9.58 C=120 PT 32.09 (114) Q 93.87 F=0 F 0.00 PE 0.00 BN T 9.58 0.2104 PF 2.02 23 113DQ 32.70 1.710 L 50.21 C=120 PT 34.11 (113) Q 126.57 F=0 F 0.00 PE 0.00 BN T 50.21 0.3658 PF 18.37 13 23 1.710 L 1.67 C=120 PT 52.48 ( 23) Q 126.57 F=2T F 24.00 PE 0.72 NR T 25.67 0.3658 PF 9.39 SUBMITTAL SERIAL NO:2244HY1 08-02-2007 PAGE 3 FAMILY FUN CENTER .20/1500 ORD HAZ GROUP 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 12 13 3.314 L 12.50 0=120 PT 62.59 ( 13) Q 126.57 F=0 F 0.00 PE 0.00 NC T 12.50 0.0146 PF 0.18 PT 62.77 ( 12) 111 112 1.710 L 7.17 0=120 PT 19.13 (112) Q 24.49 F=0 F 0.00 PE 0.00 BN T 7.17 0.0175 PF 0.13 110 111DQ 24.57 1.710 L 7.17 C=120 PT 19.26 (111) Q 49.07 F=0 F 0.00 PE 0.00 BN T 7.17 0.0634 PF 0.45 109 110DQ 24.86 1.710 L 9.58 0=120 PT 19.71 (110) Q 73.93 F=0 F 0.00 PE 0.00 BN T 9.58 0.1353 PF 1.30 108 109DQ 25.67 1.710 L 9.58 0=120 PT 21.01 (109) Q 99.59 F=0 F 0.00 PE 0.00 BN T 9.58 0.2348 PF 2.25 107 108DQ 27.00 1.710 L 9.58 0=120 PT 23.26 (108) Q 126.60 F=0 F 0.00 PE 0.00 BN T 9.58 0.3660 PF 3.51 22 107DQ 28.97 1.710 L 40.63 0=120 PT 26.77 (107) Q 155.57 F=0 F 0.00 PE 0.00 BN T 40.63 0.5358 PF 21.77 12 22 1.710 L 1.42 0=120 PT 48.54 ( 22) Q 155.57 F=2T F 24.00 PE 0.62 NR T 25.42 0.5358 PF 13.62 11 12DQ 126.57 3.314 L 10.33 0=120 PT 62.78 ( 12) Q 282.14 F=0 F 0.00 PE 0.00 NC T 10.33 0.0643 PF 0.66 10 11DQ 156.64 3.314 L 57.46 C=120 PT 63.44 ( 11) Q 438.77 F=T F 23.00 PE 0.00 NC T 80.46 0.1454 PF 11.70 5 10 3.314 L 4.21 C=120 PT 75.14 ( 10) Q 438.77 F=T F 23.00 PE 0.00 FM T 27.21 0.1454 PF 3.96 4 5 4.298 L 10.04 C=120 PT 79.10 ( 5) Q 438.77 F=0 F 0.00 PE 4.35 FM T 10.04 0.0410 PF 0.41 SUBMITTAL SERIAL NO:2244HY1 08-02-2007 PAGE 4 FAMILY FUN CENTER .20/1500 ORD HAZ GROUP 2 Location From To 3 4 2 3 1 2 Flow in GPM Q 438.77 Pipe Size IN 4.000 UN4 4" WILKINS MODEL Q 438.77 Q 438.77 0 1DQ 250.00 Q 688.77 4.095 UN3 8.265 Fittings & Devices Equiv Length Ft Friction Loss PSI/Ft Pressure Summary PSI L 0.00 C=120 PT 83.86 ( 4) F=DD1 F 0.00 PE 1.19 T 0.00 0.0582 PF 0.00 350DA DOUBLE DETECTOR ASSEMBLY 3.82 L 0.92 C=140 PT 88.87 ( 3) F=0 F 0.00 PE 0.40 T 0.92 0.0390 PF 0.04 L 160.00 C=140 PT 89.31 ( 2) F=2E,GV F 44.00 PE 2.11 UN2 T 204.00 0.0013 PF 0.27 8.265 F=T, GV, EE UN1 L 145.00 F 71.00 T 216.00 C=140 PT PE 0.0029 PF 91.69 ( 1) 0.00 0.63 PT 92.32 ( 0) 1 of 2 Tol-Brace Seismic Calculations OLECC1r. ProjectOLCO RETAIL Address: Smith Fire j'FFC 54th Ave East a brand of PAIIE3Ca Wa 926-1880 1106 7100 FUN CENTER WAY Tacoma, SMITHFS1360T TUKWILA, WA 98188 (253) 2007 NFPA #13 Brace Information Tolco Brace Components Maximum Spacing 15'-0" (4.62m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1131 lbs. (513 Kg.) Fig.980 Universal Swivel 1955 lbs. (887 Kg.) `Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 4 ' 0 " (1.2m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY ----,_` BRACE FITTING L/R Value 115 Maximum Horizontal Load 7558 Ibs. (3428Kg.) TOLCO FIG. 1 001 FAST CLAM P.. Fastener Information Fastener Orientation NFPA Type B STEEL PIPE Type Bolt LATERAL ./ BRACE -` 4 , 45° Min. From Vertical Detail #6241 Diameter 1/2n. (12mm) Length N/A Brace Identification on Plans EQ1 LATERAL Maximum Load 2050 lbs. (930Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 3"(75mm) Schedule 7 Pipe 15 ft. (4.6m) 54 lbs. (25Kg.) Percentage added for Fittings and Sprinklers 15 % 8 lbs. (3.66Kg.) Total Adjusted Load of all pipe within Zone of Influence 62 Ibs.(29Kq.) (Tol-Brace Version 5.1.55} 2 of 2 ToI-Brace Seismic Calculations For FFC RETAIL TOLCD; 7100 FUN CENTER WAY a brand of CQ' 2007 NFPA #13 Brace Identification EQ1 LATERAL Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 15 Ft.(5m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Length of Brace 4.025Ft. (1m) Slenderness Ratio used for Load Calculation 115 True Angle of Brace for Calculation 45° Type of Fastener 1/2n. (12mm) In. Bolt Length of Fastener N/A In. Length of Fastener N/A Summary of Pipe within Zone of Influence 3 inch Sch. 7 Allowance for Heads and Fittings Conclusions 15 Feet (5m) 0.15% Total Adjusted Load of Pipe in Zone of Influence 62 Ibs.(28Kg.) Material Capacity 7558.31641905663 Ibs.(3428Kg.) Fastener Capacity 2050 Ibs.(930Kg.) Fig.1001 Clamp 1131 Ibs.(513Kg.) Fig.980 Universal Swivel 1955 Ibs.(887Kg.) Structural Member: STEEL* Calculations prepared by Z. ROBERTS *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at vnw+.tolco.com 1 of 2 Tol-Brace Seismic Calculations Project FFC RETAILSmith Address: Fire ToLco, 54th Ave East Wa a brand of ra!BC Wa 926-1880 1.4"(38mm) Schedule 7 Pipe 1106 Tacoma, 7100 FUN CENTER WAY Tacoma,SMITHF t' TUKWILA, WA 98188 (253) 2007 NFPA #13 49 lbs. (22.09Kg.) Brace Information Tolco Brace Components Maximum Spacing 21'-0" (6.468m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1131 lbs. (513 Kg.) Fig.980 Universal Swivel 1955 lbs. (887 Kg.) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 5 '- 0 " (1.6m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOL CO FIG 825 L/R Value 144 Maximum Horizontal Load 4821 lbs. (2187Kg.) BAR JOIST AS SWATTACHrdYBRAE Cd rTE'`� ��� TOL CO FIG. SSD ,• UNIVERSAL SWAY BRACE FITTING TOLCO FIG. 1001 + [� FAST CLAMP—` _ 0 ' #6246 kir- 1 Fastener Information Fastener Orientation NFPA Type B STEEL PIPE \ " LATERAL BRACE 45° Min. From Vertical Detail FI 825 Type g• Diameter NSA Length N/A Brace Identification on Plans EQ2 Maximum Load 1425 lbs. (646Kq.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 3"(75mm) Schedule 7 Pipe 21 ft. (6.4m) 75 lbs. (35Kg.) 1.4"(38mm) Schedule 7 Pipe 184 ft. (56.1m) 280 lbs. (127Kg.) Percentage added for Fittings and Sprinklers 15 % 49 lbs. (22.09Kg.) Total Adjusted Load of all pipe within Zone of Influence 373/bs.(170Kq.) {Tol-Brace Version 5.1.55) 2 of 2 ToI-Brace Seismic Calculations For FFC RETAIL TOLCD 7100 FUN CENTER WAY a brand of NIB= 2007 NFPA #13 Brace Identification EQ2 Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 21 Ft.(6m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Length of Brace 5.04Ft. (2m) Slenderness Ratio used for Load Calculation 144 True Angle of Brace for Calculation 45° Type of Fastener N/A In. Fig.825 Length of Fastener N/A In. Length of Fastener N/A Summary of Pipe within Zone of Influence 3 inch Sch. 7 1% inch Sch. 7 21 Feet (6m) 184 Feet (56m) Allowance for Heads and Fittings 0.15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 373 Ibs.(169Kg.) Material Capacity 4820.54082957291 Ibs.(2187Kg.) Fastener Capacity 1425 Ibs.(646Kg.) Fig.1001 Clamp 1131 Ibs.(513Kg.) Fig.980 Universal Swivel 1955 lbs.(887Kg.) Structural Member: STEEL* Calculations prepared by Z. ROBERTS *The description of the Structural Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at wvw.tolco.com 1 of 2 ToI-Brace Seismic Calculations ProjectTOLCO. Address: FFC RETAIL Smith Fire ;p 54th Ave East a brand of 1�3C0` Wa 926-1880 1106 7100 FUN CENTER WAY Tacoma, SMITHFS1360T TUKWILA, WA 98188 (253) 2007 NFPA #13 Brace Information Tolco Brace Components Maximum Spacing 45'-0" (13.86m) Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1425 lbs. (646 Kg.) Fig.980 Universal Swivel 1955 lbs. (887 Kg.) `Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 5 '- 0 " (1.6m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail crrrFG e 151 S A1' eRACE iaTTAGMIAMI TOIL FIG ",,r e 4CE FIT11fiCs TYF FIG f,Ir-RPE PIPE CLAMP FOR -s, .. ,. ` L/R Value 144 Maximum Horizontal Load 4821 lbs. (2187Kg.) '■; -h1_ Detail #7246 \`L -Teo Fiat.,::'. Fastener Information Fastener Orientation NFPA Type B 5V441. P=4*. ilfiA - ., Type Fiq.825 Diameter N/A 45° Min. From Vertical Length N/A Brace Identification on Plans EQ3 Maximum Load 1425 lbs. (646Kq.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 3"(75mm) Schedule 7 Pipe 45 ft. (13.7m) 162 lbs. (74Kg.) Percentage added for Fittings and Sprinklers 15 % 24 lbs. (10.99Kq.) Total Adjusted Load of all pipe within Zone of Influence 186 Ibs.(85Kq.) {Tol-Brace Version 5.1.55) 2 of 2 Tol-Brace Seismic Calculations For D FFC RETAIL TOLC 7100 FUN CENTER WAY a brand ar NlBCO' 2007 NFPA #13 Brace Identification EQ3 Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 45 Ft.(14m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Length of Brace 5.04Ft. (2m) Slenderness Ratio used for Load Calculation 144 True Angle of Brace for Calculation 45° Type of Fastener N/A In. Fig.825 Length of Fastener N/A In. Length of Fastener N/A Summary of Pipe within Zone of Influence 3 inch Sch. 7 Allowance for Heads and Fittings Conclusions 45 Feet (14m) 0.15% Total Adjusted Load of Pipe in Zone of Influence 186 Ibs.(84Kg.) Material Capacity 4820.54082957291 Ibs.(2187Kg.) Fastener Capacity 1425 Ibs.(646Kg.) Fig.4L Clamp 1425 Ibs.(646Kg.) Fig.980 Universal Swivel 1955 Ibs.(887Kg.) Structural Member: STEEL* Calculations prepared by Z. ROBERTS *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at www.tolco.com heav' SII SII/c 34-c6 o -L. SFS START POINT Cij 8" SUPPLY FLANGE & 4" FDC FLANGE. ALARM BELL BY ALARM CONTRACTOR 4w. 8 D.1. FAMILY FUN CENTER RETAIL BUILDING 9,700 S.F. F.F. 29.58 OCCUPANCY: M, B CONSTRUCTION TYPE: V8 ZONING:C/U SITE PARCEL: 8908309017 WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: FLOW: DATE OF TEST: MODEL LOCATION ELEVATION: SOURCE: 140 PSI 20 PSI 7316 GPM 2007 AT SITE SAME AS SITE CITY OF TUKWILA SITE PLAN ROOFING ON RIGID INSULATION ON METAL DECKING ON STEEL JOISTS 0 10 20 30 40 50 SCALE 1'=20 `J V4 2 1 SCHEDULE WALL THICKNESS YYVYYyyyy ♦YVYYYy•VVVVVY STEEL -•-METAL COLUMN CONCRETE JOIST 1 STEEL GIRD SLAB ON GRADE 1 40 SECTION 1/1 FACING NORTH 0 4 B SCALE 1/4'=1'-0' HANGER LEGEND SITE PLAN SYMBOLS NEW UNDERGROUND BY OTHERS - EXISTING UNDERGROUND NEW FIRE HYDRANT ►� NEW VALVE c{ NEW FIRE DEPARTMENT CONNECTION W/ A DOWNWARD BEND BETWEEN 22.5° AND 45° W/ A 5" STORZ FITTING OC�51µ,N Ce ta�. p0vs:ti 0' r f0( �'s' •\Cb \t, OLS a\\d u,cs t�0\e.k7°atbeQ�ssbMhtbata1dyWb co'fi \ ti'ons•\� \ i� `s yes. ek \ t0cco4 1 -ed ‘a Va�\oed �bea2na aJ � V��y• ‘�' \5 ettU 0� C\� Q 0 Jho" bye \c\ \o55 ev'\sk 1aa.5�,\t \n �o SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND 0'-10' 24'-2' 10-9.5' 1'-11' 1'-0' 44 10-5.5' U 0 N B-0' WIDE DOUBLE DOOR /OPENING O o Cl i` 4' D.), FDC FLANGE INSTAL.ED AT 10 3/4' ABOVE FINISHED FLOOR R Ev 8' D.I. SUPPLY FLANGE INSTALLED AT 10 1/2' ABOVE FINISHED FLOOR 3 3'-0" IFOW 1'-8° IFOW FLANGE LOCATION PLAN 0 2 SCALE 1/2=1'-0' 4.ORV CAP p y\ 14'-T AFF 12-7' AFF AFF BY OTHERS GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WeaxrOF WATER/PPE . IN Duras 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN ENO, POLISHED 2.05 0.044 1 1/4 40 0.140 1.380 THREADED, GUT GROOVED, ROLL GROOVED, PLAIN END, POUSHED 2.92 0.079 1 1/2 7 0.095 1.710 ROU. GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.63 0.122 2 7 0.095 2.185 ROLL GROOVED, POLISHED, PLAIN ENO (Fat BUTT WELDING) 3.94 0.198 21/2 7 0.086 2.703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 5.10 0.288 3 7 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 7.18 0.448 4 7 0.101 4.298 ROLL GROOVED, PLAIN END (FUR BUR WELDING) 11.03 0.758 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (Fat BUR 5440910) 17.300 1.144 6 •• 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 23.030 1.649 8 •• 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUR 54700150) 40.080 2.78 •• WALL THICKNESS PER NFPA # 13 \( 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 1) WHICH ARE FLEXIBLE. SCOPE OF WORK 1 SMITH FIRE SYSTEMS INC. (SFS) WILL INSTALL (1) WET PIPE SPRINKLER SYSTEM TO PROTECT THE HEATED INTERIOR OF THE BUILDING. SFS WILL START WORK INSIDE THE BUIDLING AT THE 8' SUPPLY FLANGE AND 4" FIRE DEPT. CONN. FLANGE LEFT BY OTHERS. CLARIFICATIONS 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING. EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING FOR TAMPER SWITCHES, WATER FLOW INDICATOR, AND ELECTRIC BELL. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING AND MONITORING. 4. UNDERGROUND WORK. (8" SUPPLY UNE, 4" FIRE DEPT. CONN. UNE) 5. EXTERIOR CANOPY PROTECTION. (PROTECTION IS NOT REQUIRED BY CODE IF NO COMBUSTIBLES ARE STORED BENEATH AND THE FA3RIC IS FLAME RETARDANT.) DESIGN CRITERIA RETAIL ORDINARY GROUP 2 HAZARD PER NFPA 13 - 2007 EDITION DESIGN DENSITY: .20 GPM/SQ. FT. OVER 1500 SQ. FT. AREA DESCRIPTION RETAIL WET SYSTEM AREA SQ. FOOTAGE 9,700 TOTAL: 9,700 NUMBER OF SPRINKLERS 95 95 HYDRAULIC CALCULATION DATA DENSITY: .20/1500 GPM DEMAND AT BASE OF RISER 438.77 GPM AT 89.31 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) L'EMANO AT CITY CONNECTION 688.77 GPM AT 92.32 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) Wt1WILA FIRE DEPARTMEN1" Please call: 575-4407 and give this job No.0 S� )c,, and exact address for shut. e sown or re6toration approval, FILE COPY 1'-11' RISER DETAIL FACING SOUTH 2 4 SCALE 1/2'=1'-0' NOTES: 1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE. 2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. RISER EQUIPMENT LIST SIZE DESCRIPTION 4" DOUBLE DETECTOR ASSEMBLY W/ BUTTERFLY CONTROL VALVE W/ BUILT IN SUPERVISORY SWITCHES 4" SWING CHECK VALVE 3" WATER FLOW SWITCH 2" TEST AND MAIN DRAIN W/ PRESSURE RELIEF VALVE 1/4° WATER PRESSURE GAUGE ELECTRIC BELL BY OTHERS 12 HEAD SPARE HEAD CABINET CONTAINING THE FOLLOWING: SPARE SPRINKLERS & WRENCHES MANUFACTURER MODEL # WILKINS GRUVLOK POTTER ELECTRIC AGF ASHCROFT RELIABLE MANUFACTURER TYPE MODEL HEAD FINISH KFAGTOR Tr RATTi °U AN M Y RELIABLE SSU F1 BRNZ 5.6K 1/2" 200° 3 RELIABLE RECSSP F1FR CHRM 5.6K 1/2" 155° 3 RELIABLE MODEL RC1 SPRINKLER WRENCH 1 RELIABLE MODEL D SPRINKLER WRENCH 1 REVISIONS 54M MANUFACTURER S.I.N. TYPE MODEL FUR AFF BOB BOD BOP BOT ro saw OFOW UNIT NAB ABOVE FIMSNED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO BUT FIELD ORDO1 INSIDE FACE 09 WALL OUTSIDE FACE OF WAIL NO AUTO SPRINGERS UNLESS NOTED OTFERVASE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE: Lt I I IR INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COIIPUNG NO DATE BY REASON FOR REVISION CONTRACT WITH AXIOM COMMERCIAL CORP. 13110 NE 117TH PLACE #312 WOODINVILLE, WA 98072 PROJECT MANAGER : NICK GALASH PHONE : 380-668-1029 FAX: 360-668-1022 SUPERINTENDENT: PHONE: FAX: 350ADABGVIC 78FP VSR-F 1011 1005P XUL ■ ACC EPTE Without Comments M Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bure3u for conformance with current city standards. Acceptance is subjoct to errors and omissions which do not authorize violations of adopted stanoaras and ordinances. TI'e responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these dral:vings atter this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to fietd test and inspection by The Tukwila Fire Prevention Bureau. Dae: 2 - gp- 07 By: /Sim f :141.1441( Vine fed Pd: V. 44- 4 VAAa I. keg 4-113ti Or c ikA,E•4% 4'4 preva.t. Acitualt 4C(,4 4"SI V'etia, law p. ,ba CERTIFICATE OF COMPETANCY STAMP Lisle c:.•s a.+ E1 AID AUG 1 4 2007 Tukwila Fire . z 1.3 1277 SITE PLAN /% SMITH FIRE SYSTEMS, INC, 1108 540 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS1360T Bus: ( 253) 928.1880 FAX: ( 253) 928.2350 FAMILY FUN CENTER RETAIL BUILDING 7100 FUN CENTER WAY TUKWILA, WA 98188 DESIGNER I DATE 1SHEET I JOB NO. ZACHARY R. I 8-2-07 1 OF 2 1 TC7426 100,0 0 0,10 24,2 18,8" 8'-4" 10, 14-4' 24,2' 12-8.5' 11,5.5' 13,6 5,3' 7,0' 11,8' 4,6' 2,0 10,4' 40' 6' 0-10' NO CEIL UTIUTY ROOM NO CEI RED 3 /4. 32.5TB1 3 7 3 1-0 g let?' 1 0-7 GWB C.H. 10-0 4?' 9 BOD NO CEIL • 4-9 32.51131 al LP r • RED I C.H. 9-6 41` GWB C.H. 9-0 3 3 • — .41 • — C.H. I 2 -6 3- 3 C.H. 9-0 r 16-8.5 co!, AFF 100 125/5011 BOD 18K 125/500 af9, ^ F. 2; 16-5.5 all , AFF 3 6-0 HVAC ROOF UNITSTVP ) 9' AFF 3 13-6 RED 31 5-6 ___11:11413 0 AFF IOK 1251500 3 7-2 11)01250)13 16-0 e AFF 3 12-10 RED 50 3 a?? / 11 5-0 HANGER LEGEND PLAN 4 SCALE 1/4,1,0' SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND HYDRAULICALLY MOST DEMANDING AREA: DENSITY: 20 GPM OVER 1503 SQUARE FEET SYSTEM DEMAND AT EOM 438.77 GPM AT 89.31 PSI ( INC WD/NG 0 GPM FOR INSIDE HOSE STREAMS ) FITTER/LISTER NOTES: 1 -BEAM 2) TOLCO 1)13. 080 SWIVEL END ( 2 ) TOLCO FIG. 1002 / .( 2 ) 1° MIN EXCESS PIPE rS>4' TOP CHORD OF BAIR JOIST ( 2 ) 1/2' x 1 1/2° BOLT W/ NUT & WASHER (MIN. 1/2 DEPTH FROM BOB) 2 1 ( 4-0 ) SCH 40 BRACE PIPE EQ1 2-5' 7/16`x T HOLE r 3/8' NUT & WASHER 3/8' ATR 3/8"x 6 ATR WITH NUTS AND FENDER WASHERS (EACH END) HANGER RING TOP CHORD OF BAR JOIST NN IIO RETAINER STRAP NEW BRANCHLINE 1(4-9) 1" ELBOW 1. ALL BRANCHUNES TO BE AT 10 BOD 2. ALL BRANCHUNES HANGERS ARE 8.5T8 U.N.O. 3. SPRINKLER HEADS WILL BE LOCATED A MINIMUM OF 6' FROM THE CEILING GRID BUT NOT NECESSARILY AT THE CENTER OF THE CEIUNG TILES. WALL LEGEND FULL HEIGHT WALL PARTIAL HEIGHT WALL TO CEIUNG REVISIONS SYM e • MANUFACTURER RELIABLE RELIABLE S.I.N. R1015 R3615 TYPE SSU REC. SSP MODEL F1 FI FA SPRIMISEP CD1S164.1 BRASS CHROME F1CHR 1/2 1/2 1/2 1/2 200r 155° 78 17 TOTAL THIS SHEET 95 AFF ABOVE FIMSFIED RCOR BOB BOTTOM OF BEAM BOO BOTTOM OF 0200 1304 BOTTOM OF JOIST BOP BOTTOM OF PURUN 001) BOTTOM 02 101)65 CTS 1)12 00 SUIT FO FIELD ORDER WOW INSIDE FACE OF WAIL OFOW OUTSIDE FACE OF WAIL RAS NO AUTO. SPRINKLERS UNO UNLESS NOTED 011-EI105E BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LE i INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE Lt I I tfl INDICATES "TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPIJNG RIGID COUPLING NO. DATE BY REASON FOR REVISION PT TOLCO FIG.980 SWIVEL END TOLCO FIG. 825 GIRDER ATTACHMENT 3/8' ROD x 9' LONG 2.5° TRAPEZE PIPE PER SCHEDULE — GRINNELL BEAM CLAMP — 3/8' ATR HANGER RING 111111111 TB I RETAINER 8' STRAP EXISTING BRANCHLINE CONTRACT Wffli FLEX DROP W/ T -BAR BRACKET DETAIL '41' AXIOM COMMERCIAL CORP. 13110 NE 117TH PLACE #312 WOODINVILLE, WA 98072 PROJECT MANAGER: NICK GALASH PHONE :360-668-1029 FAX: 360-668-1022 SUPERINTENDENT: PHONE: FAX : 1(5-0) 454 - 59° FROM VERTICAL 1(5-0)/ SCH 40 BRACE PIPE TOLCO FIG. 1001- 2° MIN. EXCESS PIPE THROUGH CLAMP EQ2 2,6" TOP CHORD OF BAFI JOIST TOLCO ATTA OFIG.c8H25mBAR JOENT 45° - 59° FROM VERTICAL 1 ( 5-0 ) SCH 40 BRACE PIPE TOLCO FIG. 4L PIPE CLAMP (2) 8' RETAINER STRAP BOTTOM CHORD OF BAR JOIST (2) GRINNELL FIG. 92 3/8" BEAM CLAMP (2) 3/8" x 8' ATR (2) 2' HANGER RING r (5-5) SCH 7 TRAPEM PIPE GRINNELL BEAM CLAMP — 3/8' ATR HANGER RING TB1 FLEX DROP W/ T -BAR BRACKET 1" COUPLING DETAIL '44' CEFMFICATE OF COMPETENCY STAMP 3/8' NUT &WASHER HEY PLAN PT2 3/8° ATFI (LENGTH PER PLAN) HANGER RING EQ3 SPRINKLER PLAN SMITH FIRE SYSTEMS, INC. igri 1106 54111 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253 ) 926 - 1880 FAX: ( 253 ) 926 - 2350 FAMILY FUN CENTER RETAIL BUILDING 7100 FUN CENTER WAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. ZACHARY R. 8-2-07 2 OF 2 TC7426 1 60 1 .SILENT KNIGHT i�iatirxis Panel ID: Location: 15808 JMechanical Room Global Project Values: Project Name: Project ID: Prepared Sy: Date: Family Fun Center Retail [Suite 100 (Rick Westover 11/24/2008 Standby Hours: Alarm Mins: Devoting Factor. Voltage Drop Warning Threshold % :1' 10 1 Model: 5808 Add. Fire Alarm Control Panel Volts: 24 VDC Max NAC Current: 3.0 Amps Max Panel Current: 5.0 Amps 5808' SLC -DEV 5860 haeme; 5808 CTRL Panel urrent Standby 'Ata Wire AWG a Type 1 0.206 0.356 Addrsbl SLC Devices s.0.004 0.004 LCD Remote Annunc 1 0 020 0.025 0.000 0.000 0.000 0.000 Ohms Per , : t.,ength(R) " Actual 1000 R. ortipm Ohm:} Volts EOL 0.000 0,000 SO505APS NSS 28MCV ZRS-24MC` PCM -1(O #1 smoke detector 1 0.035 0,145 45T -G10 -24-R (Bell) 1 0.410 0.410 , I. 0.000 0.000 0.000 0.000 NS-24MCW Wheelock 5' 0.175 0.375 ZRS-MCW Wheelock 2 0.040 0.400 NS-24MCW 0.000 0.000 , #14 Solid 2.52 (1.00 20.40 0 00% PC3M-UO #2 Notification Appl Circuit 0.000 0.000 #14 Solid PGM -UO Notification Appl Circuit 0.000 0.000 #14 Solid 2.' 0,09, 20.40, 0.00% Poi4-UO #4 Notification Appl Circuit 0.000 0.000 #12 Solid 0.00 20.414 20.40 0.00% 0.00% Aux Power `1 # of NAC's Used 3 0.111 Total Standby Current (Amps) 1.001 0.111 1.715 Total arm Current (Amps) Standby, Time In Hours 60 YS iMandbvitkli Fteauired 5.173 Total'+ irII* be Rewired nth Factor 0.083 0.143 5.32 Alarm Time In Minutes / 60 Total Alarm AH ReQuired t5 ins) 1:20 Min ivo Requireoth Command Shortcuts Configure Circuits #1. Note: A value msut be entered if ou have selected an NAC circuits as AUX Power. Print Page /-;'1-1i L'i 1_ AI7 f l %. I h1. L- e_ ALARM - RIER brAcoRph eM i I Lk \k/GS+o1/ r AI/ (AMP D SCCL/Riri SYSTEMS) P.O. ED) .2 InI a o Dzn./ L LL E1 1 i1A . 9 g o 7 z- 0/AS- 1-Aoki As'Noiv F ) 01 - 099 -`/9 b L CrLLULl�2 (Qs-- YsS- IIS, OCr-zc E --t-,- :C“--,1"1" (4 1(0 A\46 a Como 1+ Rc lg w6 JJo�/l Ac /i /1t1//1/ TC- I__ Co (ZS - -/111-R 14- IRE -A Lig R 1_EAifl rci FRE CONTROL 1 Rc-: oTIL AA/Ai u niciaToR S "I 0 KE DET 15_ L-1-012 1 1--ia [F MA/v./Lint_ PILL $T -JV. Honly/smoea. 11°`-` 110OLtDOOft g \_L ST -2°61-'7j iwJ \A/A ElZ FLO SwiTc_.H Ims] R F_S<At V A L\/ iPEIISolVi Svirrc D - Co L 13 ti pick \A/estovc,v-- --)0(,, -LJ - FI L E 24'-2" 13'-8' 25'-0" 25-0' 24'-2' '1 9'-5" 16'-8" 2-0" ACCEPTED ❑ Without Comments jEr As Noted In Red ❑ Per The Attached Letter l hese plans have been reviewed by The Tulnvila Fire Prevention Bureau for conformance with current city standards Acceptance is s,ibiect to errors and omissions whicn do not autncirize violations cf adopted standards and oro.. �a'ices The responsibility for the adequacy of design rats totally with the dell Ter. Additions, deletions or r;rv,sions to these drawings atter this date will void tnis,acceptance and will regalre a resubrnittdi of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: � _2 S-"OBy- J1 fWKWILA FIRE DEPARTMENT Please call: 575.4407, and give tits job No. and exact address for shuts down or restoration approval: r ■ 1 U) CU O 16'-8' 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. S151stSt 151st PI 1 0' Tukwilaiti 1-. -L�s ti -A. F.t 25-0" 9'-0" - 6;-- 6' 101/2" 1 3'-0' 3U!LDIN N 25-0' G FLOOR PLA 10'-0' SCALE: 1 /8 '=1'-0" _•01.i: _. 16th Ct Southcerror tut�lt lntiover PkW VICINITY N A J w Y NOT TO SCALE 24'-2' GENERAL NOTES 1. THIS SET REPRESENTS "THE PERMIT DRAWINGS" AND IS INTENDED TO SHOW MINIMUM REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONSTRUCTION NECESSARY FOR THE COMPLETE INSTALLATION OF ALL OPERATING SYSTEMS, MATERIALS AND FINISHES IN ACCORDANCE WITH MFR.'S RECOMMENDATION. CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS, SPECIFICATIONS AND OWNER'S REQUIREMENTS. 2. CONTRACTOR SHALL FIELD VERIFY ALLEXISTINGDIMENSIONS PRIOR TO BID. DISCREPANCIES IN DIMENSIONS, DRAWINGS, GRAPHIC REPRESENTATION AND ACTUAL FIELD MEASUREMENTS SHALL BE BROUGHT TO THE IMMEDIATE _ATTENTION OF THE DESIGNER. 3. CONSTRUCTION SHALL BE BASED ON THE CITY APPROVED PLANS AND OWNER'S COMMENTS. THE APPROVED PLANS ARE TO REMAIN ON SITE AT ALL TIMES FOR USE BY ALL INVOLVED TRADES AND INSPECTORS. 4. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER. THIS DOCUMENT IS CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSES OF SUBMITTING PROPOSALS OR FOR SEPARATE PHASES OF CONSTRUCTION. 5. THESE DOCUMENTS ARE PREPARED FOR THE USE BY CONTRACTOR AND IN NO WAY, EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION METHODS, MEANS OR TECHNIQUES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING, BUT NOT LIMITED TO, SEQUENCE & TEMPORARY SHORING OF ALL EXISTING STRUCTURES & VERIFICATION OF EXISTING UTILITIES & SERVICES. 7. CONTRACTOR SHALL NOTIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS, SUBJECT TO CITY AND UTILITY INSPECTOR'S FINAL APPROVAL. 8. CONTRACTOR SHALL CLEAN UP ALL PUBLIC RIGHT-OF-WAY AND PRIVATE DRIVEWAYS AFTER EACH WORK DAY. CONSTRUCTION VEHICLES SHALL NOT BLOCK PUBLIC TRAFFIC OR ENTRIES AT ANY TIME. CONTRACTOR SHALL WORK ACCORDING TO CITY'S ALLOWED SCHEDULES ONLY. f., . Energy Compliance a. Based on the design! build delivery of the mechanical, electrkal and plumbing trades of this project, the thermal performance design of all building enclosure systems is prelinmary and will require validation by the design / build trades. 1. The design l build contractors will be required to prepare and submit all energy compliance documentation. b. The following Insulation R -values are provided within each designated enclosure system. Please note that the Ft -values listed are NOT for the assembly, rather they are for the Insulation component within that assembly. In all instances the overall thermal performance of the assembly (R or U) Knit be greater than the values lasted. - i Roof =R-20 8. Wall, above grade = R-19 ln. Walt, below grade = R-10 iv. Slab on grade = no insulation provided below the stab on grade c. The glanng specified meets the following criteria. A glazing option wfl be selected based on an analyss of the overall envelope performance: i. Total well area =8,305 s f. IL Total glazing area =1,716 s.f. 18. % of glazing area = 20 6 % iv. Glazing opton A - Clear insulated 1. Solar heat gain coeffident = .70 2. Shading Coefficient= .61 3. Summer() =.55 4. Winter U =.48 v. Glazing option 6 - Low E insulated ` 1. Solar heat gam coeffiaent = 45 2. Shading Coefficient= .52 3. Summer U =.36 4. Winter U =.33 vi. Note that awnings and recessed openings are also provided as a design element to reduce the amount of heat gain at the storefront d Vapor barriers are specified for the roof, wag or foundation system. DRAWINGINDEX: A-1.0 BUILDING FLOOR PLAN VICINITY MAP PROJECT DATA GENERAL CONSTRUCTION NOTES CONTACT INFO SHEET INDEX A-2.0 FLOOR PLAN WALL LEGEND DOOR / HARDWARE SCHEDULE DOOR & DOOR FRAME TYPES TYPICAL INTERIOR WALL SECTIONS BUILDING FLOOR PLAN A-3.0 RCP / LIGHTING PLAN RCP LEGEND RCP GENERAL NOTES CEILING DETAILS INTRIO DESIGNER officewraps, inc. LORI SALEBA, DESIGNER YUKO MATSUURA, DESIGNER 570 KIRKLAND WAY SUITE 201 KIRKLAND, WA 98033 (425) 952-5393 FAX (425) 952-5397 EMAIL: Tori@officewraps.com yuko@officewraps.com ' COIF TACTO� AXIOM COMMERCIAL CORP NICK GALLASH 13110 N.E. 117TH PL SUITE 312 WOODINVILLE, WA 98072 ' (206)335-2770 LIC#: AXIOMCC997NH = EMAIL: nick@axiomcommercialcorp.com BUILDING OWNR FAMILY FUN CENTERS SCOTT HUISH 7300 FUN CENTER WAY TUKWILA, WA (503) 381-9590 EMAIL: huwish@aoll.com SCOPE OF IVPOVE'v1ENTS: CONSTRUCT TENANT IMPROVEMENTS FOR A 1,221 S.F. OFFICE, INCLUDING INTERIOR PARTITIONS, FINISHES, PLUMBING, ELECTRICAL WIRING AND LIGHTING. FIRE SPRINKLES SYSTEM, MECHANICAL PLUMBING & VAC TO 3E MODIFIED UNDR SEPARATE PE�NIT PROJECT DATA: STREET ADDRESS FAMILY FUN CENTER WORLD HEADQUARTERS SCOTT HUISH 7100 FUN CENTER WAY TUKWILA, WA LEGAL DESCRIPTION 242304 92 PORTION OF W .1 OF SECTION 24-23-04 BEGIN INTERSECTION OF 2M LINE OF PRIMARY STATE HIGHWAY NO 1, GREEN RIVER INTERCHANGE UNDER KC SUPERIOR COURT CAUSE NO 596089 STA POC (2M) 134+28.56 WITH A -LINE STA POT (A) 102+82.12 WITH STATE OF WASHINGTON DEPT OF TRANSPORTATION SR 405 GREEN RIVER INTERCHANGE R/W STA 99+00 TO STA 120+00 SHEET 2 OF 2 REVISED DECEMBER 31, 1992 TH N 42-30-02 E ALONG C/L OF SAID A -LINE 88.55 FT TO STA 103+70.67 OF SAID A -LINE TH N 47-29-58 W 60 FT TO POINT ON NLY R/W OF SAID PRIMARY STATE HIGHWAY NO 1 SAID POINTBEING BEGINNING OF CURVE CONCAVE TO SOUTH RADIUS OF 163 FT AND ALSO BEING POINT OF BEGINING TH NLY, ELY & SLY ALONG SAID R/W ON ARC OF SAID CURVE THRU C/A 0 64-48-29 184.37 FT TH LEAVING SAID R/W & BEARING N 21-14-41 E 38.16 FT TH N 64-48-08 W 5.90 FT TH N 22-58-18 W 166.10 FT TH N 22-01-42 E 229.49 FT TO POINT ON ORDINARY HIGH WATER LINE OF GREEN (WHITE) RIVER AS APPEARED ON AUGUST 11, 1997 TH ALONG ORDINARY HIGH WATER OF SAID RIVER THE FOLLOWING COURSES AND DISTANCES S 70-00-00 W 39.06 FT TH S 73-00-00 W 65 FT TH S 67-00-00 W 100FT TH S 57-40-00 W 30 FT TH 63-50-00 W 35 FT TH S 56-30-00 W 100 FT TH S 51-00-00 W 50 FT TH S 35-40-00 W 40 FT TH S 39-00-00 W 60 FT THS 52-20-00 W 50 FT TO NELY R/W FOR 2M -LINE TH SLY ALONG R/W TO ITS INTERSECTION WITH NLY R/W OF SAID A -LINE TH N 42-30-02 E 9.42 FT TO POINT OF BEGINING-AKA ADJUSTED PARCEL 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0028 RECORDING NO 9806309017 ASSESSO'S PARCEL NUiR: 242304909201 SITE (Sc LOT COVERAGE TOTAL SITE AREA: N/A IMPER41OUS AREA: N/A BUILDING ENVELOPE AREA: N/A LOT COVERAGE:. N/A TI/ BUILDING STATISTICS NUMBER OF STORIES : 1 OCCUPANCY CLASSIFICATION : B -BUSINESS OCCUPANCY LOAD :13 (1,221 SF / 100 SF = 13 OCCUPANTS) NUMBER OF EXIT REQUIRED : 1 NUMBER OF EXIT PROVIDED : 1 BUILDING TYPE: TYPE -V -B SPRIBKLERED AREA OF SPACE TO BE REMODELED: 1,221 SQFT CONSTRUCTION VALUE: $ 36,630.00 PAR<I\G INFCRVATION STANDARD -73 COMPACT - 5 ACCESSIBLE -4 ZCNING NFOMATION JURISDICTION: CITY OF TUKWILA, WA ZONING : CITY OF TUKWILA, WASHINGTON 98188 ZONING DESIGNATION C/LI-COMMERCIAL LIGHT INDUSTORIES SETBACK REQUIREMENTS: N/A BUILDING HEIGHT PERMITTED: N/A PROPOSED BUILDING HEIGHT: N/A TRANSPORTATION MANAGEMENT PLAN NOT REQUIRED CODE COVPLIA\CE INFCRATlON BUILDING CODE:2003 INTERNATIONAL BUILDING CODES 2003 WA STATE ENERGY CODE AMERICAN NATIONAL STANDARD - ANSI A117.1-2003 U 0 z 0 0 0 LL, 0 0 J 0 >- z 0 J 0 1-- J 0 w 0 GENERAL NOTES, PROJECT DATA CI) c ce w ..J 0 Tw 0 -J 0 w F -- z w 0 z LL ›- LL 7100 FUN CENTER WAY DATE: 7/26/2007 REVISIONS BY: SCALE: AS NOTED This set of drawings shall not be copied in whole or in part without prior written consent from the owner. This document is considered as one unit and shall not be considered complete of whole if documents are separated in any manner. Documents shall not be separated for the purpose of submitting proposals or for separate phases of construction. SHEET: PERMIT SET A1.O OF: 3 PAID i L� r• TuklMta COPYRIGHT CV N CV N ti E --S '0 Zo 4'-2" 3'-0" 24'-2" 13'-8" 3'-0" 5'-6" 11 7'-0" UTI LITI ES UTI LITI ES 9/ f 0 CONFERENCE 103 //// / /////// OFFICE 1 12'-7" /////////////////// /////////////// C) .0 f) d� M M LC) RECEPTIQN HoL j..M IN EN RA N C FI OFFICE 3 106 M O? LO 1 1 r j�t9C.'C \AID i... gui i 23'-9" FLOO LAR SCALE: 1 /4"=1 '-0" ICHD. ICHD. DI� 1CHD. DISI- ICHD. DIl� ,1e SCHD. DIM. STORE DOOR TEMPERED GLASS - FRAME LESS FULL GLASS W/ RE -LITE TEMPERED DOOR}TYPES NOT TO SCALE d 0 FULL GLASS W/ RE -LITE TEMPERED d 1 4" HOLLOW METAL. FLUSH DOOR O 5/8" G.W.B. Cl 3.5' MET. STUDS O 18" 0.C. W/ RC -1 CHANNEL (16" 0 C.) & SOUND ATTENUATION BLANKET T (T1') DEMISING WALL TIP. BENEEN TENANT SPACES 5/8" G.W.B. ON 3.5' MET. STUDS 0 24" 0 C. TIP. INT. PARTITIONS INSTALLATION NOTES: USE DEFLECTION TRACKS 0 TOP OF PARTITIONS TO STRUCTURAL SUPPORTS ABOVE TYPICAL INTERIOR WALL SECTIONS NO SCALE WALL LEGEND NEW PARTITION WALL WALL W/BLOCKING 1 DEMISING/SOUND WALL EXISTING WALL H.M. FRAME TYPES NOT TO SCALE 2 3/4" 1 7 PLOUGH DOOR OPENING EASED EDGE RAD4IUS TO DE PLACED AT OUTSIDE EDGE OF DOOR k OPENR G I /2" 1 - DOOR TRIM NOT TO SCALE DOOR HARDWARE DOOR SCHEDULE LOCATION DOOR FRAME HOWE GROUP REMARKS NO. SIZE TYPE MAIN ENTRANCE 1 EXISTING ® EXISTING LOCKSET DOOR CLOSER NOTED AS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" RESTROOM 2 1 3/4" x 3'-0" x 7-0" 0 FLUSH O PRIVACY DOOR CLOSER, WALL STOP. COLOR: T.B.D. CONFERENCE 3 1 3/4" x 3'-0" x 7'-0" Q N/A SPECIAL WALL STOP, GLASS DESIGN: T.B.D. OFFICE 1 4 1 3/4" x 3'-0" x 7'-0" © 0 LOCKSET WALL STOP, GLASS DESIGN: T.B.O. OFFICE 2 5 1 3/4" x 3'-0" x 7-0" © O LOCKSET WALL STOP, GLASS DESIGN: T.B.D. OFFICE 3 6 1 3/4" x 3'-0" x 7-0" Q C) LOCKSET WALL STOP, GLASS DESIGN: T.B.D. DOOR NOTES: 1. SUBMIT KEYING SCHEDULE AND HARDWARE SAMPLES FOR APPROVAL HDWR TO MATCH EXISTING. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. HANDLES, PULLS. LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACIUTIES SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING. PINCHING OR TWISTING TO OPERATE. 4. DOOR THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT. 5. MAX. DOOR OPENING PRESSURES ARE UMITED TO 8.5 LBS. AT EXTERIOR DOORS AND 5.0 LBS. AT INTERIOR DOORS. 6. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. 7. NEW DOORS AND FRAMES: FINISH T.B.D. 8. EXISTING DOORS AND FRAMES TO BE CLEANED AND REFINISHED. 9. ALL DOOR FRAMES TO BE CUSTOM GRADE. 10. NEW DOOR TRIM TO BE 2-3/4" X 3/4" WITH EASED EDGE. UNLESS OTHERWISE SPECIFIED. 11. ACCESSIBLE RESTROOM SIGNAGE W/ TACTILE CHARACTOR TO BE LOCATED ON PUSH SIDE OF 0008 W/ CLOSERS AND WITHOUT HOLD -OPEN DEVICE 1 TACTILE CHARACTOR SHALL BE 48 INCH MIN, 60 INCH MAX. ABOVE FLOOR. r j�t9C.'C \AID i... gui i 23'-9" FLOO LAR SCALE: 1 /4"=1 '-0" ICHD. ICHD. DI� 1CHD. DISI- ICHD. DIl� ,1e SCHD. DIM. STORE DOOR TEMPERED GLASS - FRAME LESS FULL GLASS W/ RE -LITE TEMPERED DOOR}TYPES NOT TO SCALE d 0 FULL GLASS W/ RE -LITE TEMPERED d 1 4" HOLLOW METAL. FLUSH DOOR O 5/8" G.W.B. Cl 3.5' MET. STUDS O 18" 0.C. W/ RC -1 CHANNEL (16" 0 C.) & SOUND ATTENUATION BLANKET T (T1') DEMISING WALL TIP. BENEEN TENANT SPACES 5/8" G.W.B. ON 3.5' MET. STUDS 0 24" 0 C. TIP. INT. PARTITIONS INSTALLATION NOTES: USE DEFLECTION TRACKS 0 TOP OF PARTITIONS TO STRUCTURAL SUPPORTS ABOVE TYPICAL INTERIOR WALL SECTIONS NO SCALE WALL LEGEND NEW PARTITION WALL WALL W/BLOCKING 1 DEMISING/SOUND WALL EXISTING WALL H.M. FRAME TYPES NOT TO SCALE 2 3/4" 1 7 PLOUGH DOOR OPENING EASED EDGE RAD4IUS TO DE PLACED AT OUTSIDE EDGE OF DOOR k OPENR G I /2" 1 - DOOR TRIM NOT TO SCALE DOOR HARDWARE TYPE OF LOCK SPECIFICATION Passageway SCHLAGE: AL Series Lever: NEPTUNE Finish: #626 Satin Chromium Plated Privacy (Restroom) SCHLAGE: AL Series Lever. NEPTUNE Finish: #626 Satin Chromium Plated NOTES: ' 1. Provide standard weight commercial door hinges 2. All doors with closers to have ball bearing hinges 3. Provide door stops at appropriate locations 4. See Material and Finish Schedule for color and finish of doors 5. Door hardware finish: Satin Chrome 6. Alternate Manufacturers may be selected with designer's approval U u) O_ 0 LL LL 0 -Vs Oa ea aa ti)as fL OMi �C4 g2'A a a: D z w C9 J Q z Q O O LL VJ z O i- 0 w U) J 0 w z J ›— DOOR & FRAME TYPE, DOOR SCHEDULE Q- 0 0 LL - 0 00 z 0 ca 7100 FINN CENTER WAY © COPYRIGHT DATE: 7/2+2007 REVISIONS BY: SCALE: AS NOTED This set of drawings shall not be copied in whole or in part without prior written consent from the owner. This document is considered as one unit and shall not be considered complete of whole if documents are separated in any manner. Documents shall not be separated for the purpose of submitting proposals or for separate phases of construction. SHEET: PERMIT SET A 2.0 F: 3 RCP / LIGHTIN G PLAN SCALE: 1 /4"=1'-4" RCP LEGEND CEILING LEGEND FLOOR BASE T WALL SWITCH (+48") -- 2'X 4' GRID @ 10'-0" A.F.F. - NO. NAME WALL SWITCH W/MOTION SENSOR (+48") 46 INCH (1170mm) NORTH EAST SOUTH 2' X 4' RECESSED FLUORESCENT, ELECTRONIC BALLAST, T-8 LAMPS MATL HT. 2'X 4' GRID @ 9'-6" A.F.F. • , 0 O WALL SCONCE INCANDESCENT PENDANT FIXTURE 1 VCT UNDERCABINET FLUORESCENT STRIP DISPLAY LIGHT + o 6" STONE TILE 4"WOOD BASE SURFACE MOUNT EXIT SIGN EXHAUST 100 CFM BATTERY PACK EMERGENCY LIGHTS GWB CEILING @ 10'-0" A.F.F. GWB CEILING @ 9-0" A.F.F. , t SCRUBABLE VINYL J aQ 0 o [SEE FLOOR PLAN____ GWB/PAINT .•' i.�'r,, + ' 1 P 4 + 4 ' i . ; "GWB/PAINT__ SCRUBABLE VINYL i WINDOW WALL SEE FLOOR PLAN I 1- a • m SCRUBABLE VINYL J �z 0a 0m GWB CEILING @ 8-6" A.F.F. ACOUS.PANELS EXPOSED STRUCT._ I t171 101 RECEPTION RCP LEGEND ROOM FLOOR BASE T WALL SWITCH (+48") -- NOTES NO. NAME WALL SWITCH W/MOTION SENSOR (+48") 46 INCH (1170mm) NORTH EAST SOUTH 2' X 4' RECESSED FLUORESCENT, ELECTRONIC BALLAST, T-8 LAMPS MATL HT. 0 �► RECESSED FLUORESCENT DOWNLIGHTS 32W/28W COMPACT FLUORESCENT LAMP INDICATE 24-HOUR FIXTURE W/ EMERGENCY BATTERY BACKUP 0 O WALL SCONCE INCANDESCENT PENDANT FIXTURE 1 VCT UNDERCABINET FLUORESCENT STRIP DISPLAY LIGHT + o 6" STONE TILE 4"WOOD BASE SURFACE MOUNT EXIT SIGN EXHAUST 100 CFM BATTERY PACK EMERGENCY LIGHTS till , t SCRUBABLE VINYL EXISTING ROOF STRUCTURE J ACOUSTICALCEIUNG TILES IN SUSPENDED T BAR GRID SYSTEM 111111111111111111111111•. CEILING EDGE TRIM PER RCP IPER RCP V TYPE 7C GYP 8D ON METAL FRAMING SYSTEM TYP. SOFFIT DETAIL #0. y NOT TO SCALE RCP GENERAL NOTES 1. PROVIDE AND INSTALL EMERGENCY EXIT SIGNS, HORNS, AND EMERGENCY LIGHTING AS PER CODE. VERIFY LOCATION WITH DESIGNER. 2. PROVIDE AND INSTALL NEW 2 X 4 GRID WITH ACCOUSTICAL PANELS TO BE ARMSTRONG / DUNE. 3. CONTRACTOR TO FURNISH AND INSTALL UNDERCABINET LIGHTING AS SHOWN ON RCP. FIELD VERIFY LOCATIONS AND SIZE WITH DESIGNER. 4. DESIGNER IS NOT RESPONSIBLE FOR VENTILATION REQUIREMENT OF MEDICAL EQUIPMENT. VERIFY VENTILATION REQ WITH DOCTOR AND EQUIPMENT SPECIALIST WHEN APPLICABLE. 5. PENDANTS TO BE FIELD LOCATED. VERIFY DROP HEIGHT AND LOCATION W/ DESIGNER BEFORE INSTALLATION. 6. 7. SUBMIT LIGHTING SCHEDULE TO DESIGNER FOR APPROVAL FIRE REQUIREMENTS UNDER SEPARATE PERMIT. PROVIDE AND INSTALL ALL NECESSARY FIRE REQUIREMENTS PER CODE. (INCLUDING FIRE EXTINGUISHER) 8. VERIFY LEAD TIMES FOR LIGHTING AS SOME PRODUCTS MAY HAVE EXTENDED LEAD TIME. ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING NOTES NO. NAME 48 INCH (1220mm) 46 INCH (1170mm) NORTH EAST SOUTH WEST MATL HT. 'CONCRETE_ STONE TILE 1 VCT (CARPET I VINYL SHEET o 6" STONE TILE 4"WOOD BASE 14" RUBBERBASE COVED BASE SEE FLOOR PLAN GWB/PAINT SCRUBABLE VINYL J aQ 0 o [SEE FLOOR PLAN____ GWB/PAINT SCRUBABLE VINYL 1 WINDOW WALL --- SEE FLOOR PLAN "GWB/PAINT__ SCRUBABLE VINYL i WINDOW WALL SEE FLOOR PLAN I 1- a • m SCRUBABLE VINYL J �z 0a 0m ACOUS.PANELS EXPOSED STRUCT._ I AFF 101 RECEPTION 0 0 0 0 0 0 0 0 10'-0" A F F 102 RESTROOM 0 0 0 0 0 0 0 8'-6" A F.F. SPLASH GUARD 0 48" A F F. 103 CONFERENCE 0 0 0 0 0 0 0 9'-6" A F F GWB SOFFIT 0 9'-0" AND 8'-6" A F.F. 104 OFFICE 1 0 0 0 0 0 0 0 0 10'-0" A F.F 105 OFFICE 2 0 0 0 10'-0" A F.F 106 OFFICE 3 0 0 0 10'—O" A FF TYP ROOF '\/\ /\ 31/2'W20 GAUGE METAL STUDS @COOL TYP, 45'MAX. 120A FASTEN TO TOP OF WALL EYP ) 8 EXIST CONST WI r 2-#10 GA SCREWS RUNNER CHANNEL RUNNER CHANNEL SION WIRES SEISM WI120 SECUR STRUCT. 314 DIA. CONDUIT TENSION WIRE & SLEEVE SLEEVE Wl2-# 10 GA. SCREWS HEAVY DUTY MAIN RUNNERS @4r0C"TYP r SERC CLIPS WITH 718 ARMSTRONG WALL MOLDING 017800) (SEE ARMSTRONG SEISMIC INSTALLATION INSTRUCTIONS) 518TYPE IC GYP BD EACH SIDE WITH 3 5189x25GA.METALSTUDS@24.0. TYPICAL ACOUSTICAL CEILING PROVIDE SEISMIC REINFORCING PER 2003 IBC AND CISCA GUIDELINES FOR SEISMIC ZONES 3-4 SEISMIC STRUCTS @ 12-0° EA WAY BRACED W/4 -12 GA. WIRE PER STRUT INSTALL PERIMETER WIREATALLT-BARS PROVIDE 2 -12 GA. UGNT WIRES PER LIGHT FIXTURE (TYP.) FASTEN BOT OF STUDS TO FRAMING W/2-#10 GA. SCREWS @4-0"0C. WOOD 0R RUBBER BASE SEE FINISH SCHEDULE - rFLOOR FINISH SEE FINISH SCHEDULE CEILING SEISMIC REINF. DETAIL NOT TO SCALE b4 E 3G min IS 18in m clear floor space I- GO min -----� WHEELCHAIR TURNING SPACE CLEAR FLOOR SPACE @ W/C NOT TO SCALE NOT TO SCALE 39-41 54 min 12 42 min 7-9 Side Wall U) m m m toilet paper GRAB BARS @ W/C NOT TO SCALE 12 min c.. c 3G min I 3G min t 12 min Back Wali TABLE 606.7 ICC / ANSI A-117.1-2003 MAXIMUM REACH DEPTH AND HEIGHT MAXIMUM REACH DEPTH .5 INCH (13mm) 2 INCH (50mm) 5 INCH (125mm) 6 INCH (150mm) 9INCH (230mm) 11INCH (280mm) MAXIMUM REACH HEIGHT 48 INCH (1220mm) 46 INCH (1170mm) 42 INCH - (1065mm) 40 INCH (1050mm) 36 INCH (915mm) _ 34 INCH - (865mm) 0) .N W )1 0 .;v ROOM FINISH SCHEDULE V z 0 LU LLI U LL. 7100 FUN CENTER WAY DATE: 7!2612007 REVISIONS BY: SCALE: AS NOTED This set of drawings shall not be copied in whole or in part without prior written consent from the owner. This document is considered as one unit and shall not be considered complete of whole if documents are separated in any manner. Documents shall not be separated for the purpose of submitting proposals or for separate phases of construction. SHEET: PERMIT A 3.0 F: 3 Property Line - Property Line • 40* 20 Power easement , Drain to Sanitary Sewer 21' Light Pole Offset4*• 4•4%,„to fro -�, • • • Line of ordinary high water ' 40' Offset from , , • • • , , , , / ,/ ordinary high water line , 21' Light Pole , , eso rr— 41 ~- Property Line -' • Existin Lt standard Existing Light standard 7 Asphalt erty Line i I with figured storm ge plan. IVIL) PARKING DATA 7 7 Fl con r al Existing Light standard REQUIRED PARKING B,M, OCCUPANCY = 2.511000 S.F. 9,700 S.F. (2.5/1000 S.F.) = 24.5 STALLS TOTAL STALLS REQUIRED= 25 STALLS STANDARD (19'x9') = (C) COMPACT (16'x9') = (HC) HANDICAP (19'x9') _ TOTAL STALLS = 74 STALLS 5 STALLS 4 STALLS 83 STALLS 13,00 21,10 FIRE TRUCK feet Width 19,00 Track t 9.00 Lock to Lock Timet 6.00 Steering Angle 140,00 New Striping Asphalt N Bi e Rack ent, wit eriesi•n Existing Light standard City of Tukwila Fire truck access route 11* . ; ordinary high water line NORTH SITE PLAN i •cur ound e.' Gip psprae\k 100' a' ing ent. ED\ C \ Concrete Existing Light standard 21' Light Pole to ek,aso . °r • Property Line • 200' Offset from ordinary high , ; water line SCALE: 1"=20' *4, Future sidewalk by city Existing Light standard n Center Light standard/ underground power Family Fun Center Retail Building 7100 FUN CENTER WAY TUKWILA, WA H2 Office LLC 7300 FUN CENTER WAY TUKWILA, WA 1110112TH AVE. NE SUITE 500 BELLEVUE, WA J 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET 4.21.06 Jerry Quinn Lee, Architect 0 © MulvannyG2 Architecture: Ail rights reserved. No part of the document may be reproduced In any form or by any means without permission In wdttng from MuivannyG2 Architecture. DATE 4.21.06 DESCRIPTION ISSUED FOR PERMIT 03-1260-02 PM: Weylin Thompson DRAWN: JAG 8-1-03 SITE PLAN SSB A1.01 0 0 0 LAYERSTATE GENERAL ENGINEERING NOTES: 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND\OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND\OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACIUTIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE .VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF. (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM. THOSE ORDINARILY ENCOUN- TERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDI- TIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1-04.7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDER- GROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDI- VIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT) 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXER- CISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUC- TING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMME- DIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDIT1ON.(WSDOT SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPON- SIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTH- ERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACE- MENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEER- ING REPORT. 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF -THESE PLANS. CONTRACTOR TO SUBMIT SHOP DRAWING TO CIVIL ENGINEER AND CITY FOR APPROVAL. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS RE- ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RE - CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. WATER DISTRIBUTION NOTES: 1. ALL CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS SHALL CONFORM TO THE DESIGN REQUIREMENTS OF THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES AND THE CITY OF TUKWILA PUBLIC WORKS WATER CONSTRUCTION AND DEVELOPMENT STANDARDS. 2. EXCEPT AS OTHERWISE NOTED HEREIN, ALL WORK SHALL BE ACCOMPLISHED AS RECOMMENDED IN APPLICABLE AMERICAN WATERWORKS ASSOCIATION (AWWA) AND AMERICAN PUBLIC WORKS ASSOCIATION (APWA) SPECIFICATIONS NEPA 24 AND ACCORDING TO THE RECOMMENDATIONS OF THE MANUFACTURER OF THE MATERIAL OR EQUIPMENT USED. CONTRACTOR PERFORMING ACTUAL CONSTRUCTION SHALL HAVE A COPY OF THE SPECIFICATIONS ON THE JOB SITE' AT ALL TIMES. CONTRACTOR SHALL FURNISH A WATER TIGHT PLUG OF THE APPROPRIATE SIZE WHICH SHALL BE INSTALLED IN THE END OF THE WATER MAIN WHEN WORK IS DELAYED OR STOPPED AT THE END OF THE WORK DAY. 3. WATER MAINS SHALL BE A MINIMUM DEPTH OF THIRTY-SIX (36) INCHES BELOW ROAD RIGHT-OF-WAY, BELOW FINISHED GRADE. ALL WATER MAINS AND SERVICES WILL NOT BE MORE THAN SIX (6) FEET BELOW FINISHED GRADE. 4 DUCTILE IRON PIPE SHALL BE CEMENT -LINED STANDARD THICKNESS CLASS 52 UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO THE STANDARDS OF USA STANDARD A-21.51 (AWWA C-151). 5. RUBBER GASKET PIPE JOINTS TO BE PUSH -ON -JOINT (TYTON) OR MECHANICAL JOINT (M.J.) IN ACCORDANCE WITH USA STANDARD A21-11 (AWWA C-111), UNLESS OTHERWISE SPECIFIED. . 6. FLANGED JOINT SHALL CONFORM -TO USA STANDARD B16.1.• 7. STANDARD THICKNESS CEMENT LINING SHALL BE IN ACCORDANCE WITH USA STANDARD A21.4 (AWWA C-1-4). 8. TRENCHES SHALL BE PROVIDED PER TUKWILA STANDARD PLAN 'WS -10' AND OSHA/W1SHA REQUIREMENTS. 9. ALL TEES, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH REACTION BLOCKING. TIE RODS OR JOINTS DESIGNED TO PREVENT MOVEMENT MAY ALSO BE REQUIRED. ON-SITE MIXING OF CONCRETE IS NOT ALLOWED REDI-MIX ONLY. (REF PLAN 'WS -1' & 'WS -2' SHT/ C8). ALL TIE -RODS SHALL BE PAINTED WITH A BITUMINOUS COATING. 10. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX (6) INCHES BELOW THE BOTTOM OF THE PIPE. 11. CLASS 52 DUCTILE IRON PIPE INSTALLED IN ACCORDANCE WITH AWWA STANDARD C-151 AND THE MANUFACTURERS RECOMMENDATION. • 12. FIRE HYDRANTS SHALL BE CONSTRUCTED PER CITY STANDARDS PLANS 'WS -4' AND 'WS -5', AND CITY ORDINANCE NO. 729. SEE SHEET C8 STORM DRAINAGE NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, CURRENT EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHER ON THE CONSTRUCTION SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN-PLACE ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS, FRAMES AND GRATES, TYPE II CATCH BASINS (OIL/WATER SEPARATOR) SHALL BE .PER CITY TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARD PLANS. 6. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY .TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED -FROM THE TRENCH EXCEPT THAT ORGANIC MATERIALS, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX INCHES IN MAXIMUM DIMENSION, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. 7. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER . GASKETED ASTM C-14-2 OR ASTM C-76-11 OR 16 GAUGE GALVANIZED STEEL CORRUGATE METAL PIPE. • STEEL PIPE SHALL HAVE WATERTIGHT •• COUPLING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 9-05.1 (2)A. STEEL PIPE SHALL RECEIVE TREATMENT 5 ASPHALT COATING INSIDE AND OUT. 8: BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 8-11. BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. B-18. TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1-1/2 TIMES. PIPE DIAMETER PLUS 18 INCHES, WHICHEVER 1S GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS- COMPACTED TO 95%. MAXIMUM DENSITY. 9: BIOFILTRATION SWALES, RESTRICTORS AND STORM DRAINS NOT LOCATED ON PUBLIC RIGHT-OF-WAY ARE TO .BE PRIVATELY MAINTAINED. 10. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALL BE HYDRO -SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON-SITE EROSION. 11. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED. FOUNDATION ACCORDING TO WASHINGTON STATE .SPECIFICATION 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO. UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. 12. THE STORM DRAINAGE .SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. . 13. A COPY OF THESE APPROVED. PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN = PROGRESS. . 14. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE 'STORM DRAINAGE SYSTEM. . SANITARY SIDE SEWER NOTES: 1. ALL MATERIALS USED FOR CONSTRUCTION OF CITY OF TUKWILA SANITARY SIDE SEWERS SHALL BE NEW AND UNDAMAGED. ALL MATERIALS USED ON THE PROJECT SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. ACCEPTANCE OF THE MATERIALS BY THE CITY SHALL NOT RELIEVE THE DEVELOPER/CONTRACTOR FROM THE RESPONSIBILITY TO GUARANTEE CONSTRUCTION AND MATERIALS. 2. ALL MATERIALS AND METHODS REFERENCED HEREIN SHALL CONFORM TO THE APPLICABLE STANDARDS FOR MATERIALS AND CONSTRUCTION FOUND IN THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION," LATEST EDITION, PUBLISHED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, HEREINAFTER REFERRED TO AS THE APWA/WSDOT STANDARD SPECIFICATIONS. 3. MATERIALS FOR SIDE. SEWERS SHALL BE EITHER CONCRETE, PVC OR DUCTILE IRON AS SPECIFIED BELOW: CEMENT CONCRETE PIPE SHALL BE RUBBER GASKET BELL AND SPIGOT TYPE CONFORMING TO ASTM DESIGNATION C14 CLASS 2 FOR NON -REINFORCED PIPE AND ASTM C76 FOR REINFORCED WITH REQUIRED CLASS TO BE SPECIFIED ON THE PLANS. DUCTILE IRON PIPE SHALL CONFORM TO ANSI A21.51 OR AWWA C151 AND SHALL BE CEMENT LINED, PUSH -ON JOINT UNLESS OTHERWISE SPECIFIED. THE MINIMUM THICKNESS CLASS SHALL BE CLASS 52 UNLESS OTHERWISE SPECIFIED, AS DETAILED IN SECTION 5.3.4 OF THESE STANDARDS. P.V.C. PIPE SHALL CONFORM TO THE PROVISIONS OF ASTM D3034-80, SDR 35. UNLESS OTHERWISE SPECIFIED. ALL JOINTS ARE TO BE PUSH -ON . RUBBER GASKET TYPE. • 4. PIPE LAYING SHALL START FROM THE LOWEST POINT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 5. NO PORTION OF ANY SEWER MAIN OR LATERAL INSTALLATION IS TO BE BACKFILLED OR COVERED UNTIL APPROVED BY THE PUBLIC WORKS INSPECTOR. . 6. ALL NEW, LATERALS OR EXTENSIONS TO EXISTING STUBS SHALL BE TESTED BY • EITHER EXFILTRATION WATER TEST OR LOW PRESSURE AIR TEST FROM THE POINT OF CONNECTION TO THE EXISTING STUB OR MAIN TO THE CONNECTION WITH THE BUILDING PLUMBING. TESTING OF SIDE SEWERS SHALL BE PERFORMED PRIOR TO BACKFILLING. 7. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS SHALL BE SCHEDULED WITH THE PUBLIC WORKS INSPECTOR 24 -HOURS IN ADVANCE. FAILURE TO GIVE ADEQUATE ADVANCE NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED INSPECTION. LEGAL DESCRIPTION: (AS SHOWN ON SURVEY BY CENTRE POINTE SURVEYING DATED 5/6/03) THAT PORTION OF THE WEST HALF OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, • WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE 2M -LINE OF PRIMARY STATE HIGHWAY NO. 1 GREEN RIVER INTERCHANGE, ALL AS CONVEYED TO.OR CONDEMNED BY THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER KING COUNTY RECORDING NOS. 5499612, 5507291, 5510773, 5503778, 5536582, AND PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 596089, STA POG (2M) 134+28.56. WITH THE A -UNE, STA POT (A) 102+82.12, AS SHOWN ON THAT CERTAIN MAP ON FILE WITH THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION LABELED SR 405 GREEN RIVER INTERCHANGE RIGHT OF WAY STA 99+00 TO. STA 120+00, SHEET 2 OF 2, APPROVAL DATE OF JANUARY 30, 1962, WITH LAST REVISION DATE OF DECEMBER 31, 1992; THENCE NORTH 42'30'02" EAST ALONG THE CENTERLINE OF SAID A -LINE, 88.55 FEET TO STA 103+70.67 OF SAID A -LINE; THENCE NORTH 47'29'58" WEST, 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY SAID PRIMARY STATE HIGHWAY NO. 1,- SAID POINT BEING THE BEGINNING OF A CURVE ,CONCAVE TO THE SOUTH WITH A RADIUS OF 163.00 FEET, LAND ALSO BEING THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, EASTERLY, AND SOUTHERLY ALONG SAID RIGHT OF WAY ON THE 'ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64'48'29" A DISTANCE OF 184.37 FEET; THENCE LEAVING SAID RIGHT OF WAY, AND BEARING NORTH 2114'11" EAST, 38.16 FEET; THENCE NORTH 64'48'08" WEST, 5.90 FEET; THENCE NORTH 22'58'18" WEST, 166.10 FEET; THENCE NORTH .22'01'42" EAST, 229.49 FEET TO A POINT ON THE ORDINARY HIGH WATER LINE OF THE GREEN (WHITE) RIVER, AS IT WAS MAPPED BY BARGHAUSEN CONSULTING ENGINEERS, INC. ON AUGUST 11, 1997; THENCE ALONG THE ORDINARY HIGH WATER LINE OF SAID RIVER THE FOLLOWING COURSES AND DISTANCES: SOUTH 70'00'00" WEST, 39.06 FEET; THENCE SOUTH 73'00'00" WEST, 65.00 FEET; THENCE SOUTH 67'00'00" WEST, 100.00 FEET; THENCE SOUTH 57'40'00" WEST, 30.00 FEET; THENCE SOUTH 63'50'00" WEST, 35.00 FEET; THENCE SOUTH 56'30'O0" WEST, 100.00 FEET; THENCE SOUTH 51'00'00" WEST, 50.00 FEET; THENCE SOUTH 35'40'00" WEST, 40.00 FEET; THENCE SOUTH 39'00'00" WEST, 60.00 FEET; THENCE SOUTH 52'20'00" WEST, 50.00 FEET TO THE NORTHEASTERLY RIGHT OF WAY FOR SAID 2M -LINE; THENCE SOUTHERLY ALONG SAID RIGHT OF WAY LINE TO ITS INTERSECTION WITH THE NORTHERLY RIGHT OF WAY OF SAID A -LINE; THENCE NORTH 42'30'02" EAST, ALONG SAID NORTHERLY RIGHT OF WAY, 9.42 FEET TO THE POINT OF BEGINNING. (BEING KNOWN AS adjusted Parcel 1 of Boundary Line Adjustment No. L98-0028,recorded under Recording No. 8906309017). SITUATE in the County of King, State of Washington. CONTRACTORS NOTE: THESE CONSTRUCTION PLANS ARE BASED ON AN EXISTING SURVEY INFORMATION PREPARED BY CENTRE POINTE SURVEYING. BRH, INC. ASSUMES NO RESPONSIBILITY FOR ERROR DUE TO INCOMPLETE OR INACCURATE SURVEY INFORMATION. !LflLITY PROVIDERS: SANITARY AND STORM SEWERS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433-0179 WATER CITY OF TUKWILA WATER DEPARTMENT 600 MINKLER BOULEVARD TUKWILA, WA (206) 433-0179 GAS AND POWER PUGET SOUND ENERGY SOUTH KING COUNTY SERVICE CENTER 22828 68TH AVENUE SOUTH KENT, WA 98032 1-800-321-4123 TELEPHONE U S WEST LDA GROUP P.O. BOX 625001 LITTLETON, CO 80162 1-800-526-3557 PROJECT:] FAMILY FUN CENTER 7300 FUN CENTER WAY TUKWILA, WA_981.88 OWNER/DEVELOPER: FAMILY FUN CENTERS C/0 COMFORT SUITES 7300 FUN CENTER WAY TUKWILA, WA. 98188 CONTACT: SCOTT HUISH - 425-228-7300 VERTICAL DATUM: (AS _SHOWN ON SURVEY BY CENTRE POINTE SURVEYING DATED 5/6/03) FEMA (NGVD 1929) SITE AREA: (AS SHOWN ON SURVEY BY CENTRE POINTE SURVEYING DATED 5/6/03) SITE AS SHOWN CONTAINS 111,610 SQUARE FEET OR 2.562 ACRES, MORE OR LESS. SHEET INDEX: C1 COVER SHEET C2 EROSION CONTROL PLAN C3 EROSION CONTROL DETAILS C4 GRADING & STORM PLAN C5 UTILITY PLAN C6 DETAILS z U w 0 drawn by checked by JHH/KMC scale 6/07/06 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 2003063.01 1 of 6 sheet 100'-0" EXTERIOR LIGHT FIXTURES n EXTERIOR "SPECTRA" WALL SCONCE (SP1, INDIRECT, -3 LAMP BALAST AND COLOR T.B.D. Q WALL PACK (SPECS. T.B.D.) Q DOWNUGHT IN SOFFIT (SPECS. T.B.D.) 04 24'-2" 25'-0" 25'-0" 24'-2" 0 13'-8" UTILITIES 9 X -BRACE PER //;')I7 ky STRUCTURAL /;�;�� • i••\. /• - 71 9 N • ROOF HATCH SEE DETAIL 6 / A6.05 STORM OVERFLOW ABOVE STORM ABOVE L/ C o PO a °p o t END ALL UTILITY ROOM WALLS 0 ROOF DECK ABOVE (ONE HOUR ENCLOSURES) X7 RACE PER STRUCTURAL FINAL LOCATION TO BE DETERMINED WITH DESIGN / BUILD CONTRACTOR. (HOLD TIGHT TO UNDERSIDE OF STRUCTURE) 4 L_ ti sqv T.S. COLUMN (TYP) U.N.O. X BRACE PER STRUCTURAL PIPE COLUMN PER STRUCT 0 ke(octt, N csh X -BRACE PER TRUCTURAL t %176W .2.coAiD PIPE COLUMN PER STRU '6' 6-101/2" / 10'-0" / 3'-C" NORTH ® CieD FLOOR PLAN SCALE: 1 /8"=1'-0" Family Fun Center Retail Building 7100 FUN CENTER WAY TUKWILA, WA H2 Office LLC NIRO 7300 FUN CENTER WAY TUKWILA, WA 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com NUM PERMIT SET 4.21.06 Jerry Quinn Lee, Architect 3760 INN LEE OF WASHiNGTOi © MulvannyG2 Archltechure: All rights reserved. No part of this document maybe reproduced In any form or by any means without permission In writing from MuivannyG2 ArcNtecdJre. DESCRIPTION ISSUED FOR PERMIT 03-1260-02 PM: Weylin Thompson DRAWN: JAG 8-1-03 FLOOR PLAN A2.01 FILE UJKWILA FIRE DEPARTMEN( Please call: 575.4402 and give this job ;o. 07--F-alp{ ,d exact address for sfieai or restoration 8pprova t C�PTED 0 Wthout Comrnentt As Noted In Red D Per The ,attached Letter These plans have been reviewed by The Tukwila Fire ;< Prevention Bureau for ccr Tc ma ce with current city i standards. Acceptance is _lubkact to errors and omissions which donot authorize e violatons of adopted standards and ori fiances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this_acceptance =end will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire. Prevention Bureau. Date: - -2 By: / 7 ( Pvi S hS 40 )J lief 9t 9// QYt-)S 4-1>~.e a T. Z . ii IDLkovf o vice o deJ1c4JJ 01vt't-- prGftier 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 t rfnin fiPn of the tgs ing. S R E A LALIEGEA [c' (rI L�KI FRE C ONTnoL f ri OT.f t A.,A, t r /U CZ; o C� So DET c o R l� n.' L/ n L Pyr LL 5T TT-rc/V r2 iv /Smo 11o0 LE -0 OLciDo0iR 110Cri 1 w01 1/✓ar EA FLOW SwiT rH NASI A T R. Puri Swr7'c t-1 sS Cot_ ,IA LVE* So PEI R\/rsbrf S itrc N Ekl n- D F L ENEL P sty-roR Bit: Rick \ estoVeV NORTH ARROW DETAIL. DETAIL IDENTIFICATION 'ft.-- SHEET WHERE DRAWN WALL SECTION DETAIL IDENTIFICATION -ft- SHEET WHERE DRAWN OFFICE BUILDING SECTION DETAIL IDENTIFICATION SHEET WHERE DRAWN ELEVATION ELEV. IDENTIFICATION 101 DOOR MARK SYMBOLS DIMENSION INCANDESCENT LIGHT FIXTURES FACE OF MASONRY OR CONCRETE OR DOOR CODE - REFER STUD -t TO SCHEDULE WINDOW / RELIGHT MARK WALL TYPE MARK ROOM MARK --ROOM NAME .-.-ROOM NUMBER SHEET WHERE DRAWN A ----- INTEIOR ELEVATION WALLIDENTIFICATION • 95 ROOM IDENTIFICATION 50'-0" WORK, CONTROL SHEET WHERE DRAWN LEVEL OR DATUM POINT I GRID D.-- KEY NOTE GRID LINE DH GRADE ELEVATION NEW OR FINISH GRADE EXISTING GRADE REVISION PROPERTY LINE FENCE t0E- XE- - X- - - ACOUS. ADJ ALUM ANOD. APPROX. BD. BLDG. BLK. BLK G. BM. BOT. BTW. CB C.I. C.LP. CL. CLG. CMU COL. CONC. CONT. CONSTR. CONTR. C.T. DBL - DTI. D.F. O.S. DRWG. EA. E.F.S. E.LF.S. ELEV. ELEC. ENCL. EQ. EXH. EXIST. EXP. EXT. F.D. FON. FF FHS FL. F.1.0. ACOUSTICAL ADJUSTABLE, ADJACENT ALUMINUM ANODIZED APPROXIMATE BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BETWEEN CATCH BASIN CAST IRON CAST IN PLACE CENTER LINEDLEAR, CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRUCTION CONTRACTOR CERAMIC TILE DOUBLE DETAIL DRINKING FOUNTAIN DOWNSPOUT DRAWING EACH EXTERIOR FINISH SYSTEM EXTERIOR INSULATION & FINISH SYSTEM • ELEVATION, ELEVATOR ELECTRICAL ENCLOSURE EQUAL EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FACTORY FINISH FLAT HEAD SCREW FLOOR FURNISHED & INSTALLED BY OWNER F.R.P.P. FIBER REINFORCED PLASTIC PANEL(S) FOOTING GAUGE GALVANIZED FTG. GA. GALV. al. GLP GWB FINISHED CONTOURS EXZMTING CONTOURS 0 0 x 0 ABBREVIATIONS H.B. H.C. H.M. HORIZ. HT. HTR. INSUL. JT./JTS. LAM. L.F. LIQ. LT.WT. MAS. MAX. M.B.S. MECH. MEZZ. MIL. MFG. MFR. M.H. MIN. MISC. M.O. M.R. MULL. MTD. MTG. N.I.C. NOM. N.T.S. O.A. O.C. O.H. OP'G. OPP. PIN. PERP. PL PLAS.LAM. PLYWD. PLBG. PNL. PR. PROJ. PRV GALVANIZED IRON GYPSUM LATH & PLASTER GYPSUM WALLBOARD, GYPSUM BOARD HOSE BIBB HANDICAPPED HOLLOW METAL HORIZONTAL HEIGHT HEATER INSULATION JOINT,JOINTS LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT, LINEAL FOOT LIQUID LIGHT WEIGHT MASONRY MAXIMUM METAL BUILDING SUPPLIER MECHANICAL MEZZANINE METAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MULLION MOUNTED MOUNTING NOT IN CONTRACT NOMINAL NOT TO SCALE OVERALL ON CENTER OVERHEAD OPENING OPPOSITE PARTITION PERPENDICULAR PLATE, PROPERTY LINE PLASTIC LAMINATE PLYWOOD PLUMBING PANEL, PANELING PAIR PROJECT PRESSURE REDUCING VALVE PT. Q.T. QTR. R R.D. R.L REC'D. REF. REINF. REQ'D. R.O. SCHED. S.C. SHT. SIM. S.O.I.C. CEILING MOUNTE WALL MOUNTED RECESSED 1 r=L1:-Lr iL-11 FLUORESCENT LIGHT FIXTURES ACCESS PANEL SUPPLY DIFF. EXHAUST OR RETURN REGIS. SPEAKER SMOKE DETECT. EXIT SIGN SPRINKLER HEAD 3PltlNKLER HEAD SPEC'D. SQ. S.S. SST STD. STL. STRUCT. SUSP. SYS. T T&B TEL. TEMP. T&G T.G. TYP. UTIL. U.B.C. V.C.T. VERT. WI W/O WO. WDW. W.P. W.R. WT. W.W.M. W.W.F. Y.D. t GYPSUM BOARD CONCRETE EARTH GRAVEL PLASTER & LATH CMU OR BRICK PLYWOOD RIGID INSULATION BATT INSULATION WOOD MEMBER WOOD BLOCKING FINISHED WOOD ACOUSTICAL TILE STEEL ALUMINUM E.I.F.S. MU r�r� t POINT QUARRY TILE QUARTER RADIUS ROOF DRAIN RAIN LEADER RECEIVED REFRIGERATOR REINFORCING REQUIRED ROUGH OPENING SCHEDULE SOLID CORE SHEET SIMILAR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SPECIFIED SQUARE SERVICE SINK, SANITARY SEWER STAINLESS STEEL STANDARD STEEL STRUCTURE, STRUCTURAL SUSPENDED SYSTEM TREAD, TOP TOP & BOTTOM TELEPHONE TEMPERED TONGUE & GROOVE TEMPERED GLASS TYPICAL UTILITY UNIFORM BUILDING CODE VINYL COMPOSITION TILE VERTICAL WITH WITHOUT WOOD WINDOW WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE MESH WELDED WIRE FABRIC YARD DRAIN FAMILY FUN CENTER RETAIL BUILDING 7100 FUN CENTER WAY TUKWILA, WASHINGTON INDEX OF DRAWINGS GENERAL TS1A1 GENERAL PROJECT DATA G1.00 GENERAL NOTES CIVIL C1 C2 C3 C4 C5 C6 COVER SHEET EROSION CONTROL PLAN EROSION CONTROL DETAILS GRADING AND STORM PLAN UTILITY PLAN DETAILS ARCHITECTURAL A1.01 SITE PLAN A1.01b LANDSCAPE AREA CALCULATIONS A1.02 SITE DETAILS A2.01 FLOOR PLAN A2.02 ROOF PLAN A3.01 A3.02 A3.03 A3.04 A5.01 A5.02 A5.03 A6.01 A6.02 A6.03 A6.04 A6.05 ELEVATIONS ELEVATIONS ELEVATIONS BUILDING SECTIONS WALL CROSS-SECTIONS WALL CROSS-SECTIONS WALL CROSS-SECTIONS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS AWNING DETAILS ROOF DETAILS A9.01 DOOR AND WINDOW SCHEDULES STRUCTURAL S-0.1 S-1.1 S-2.1 S-3.1 • 8-3.2 8-3.3 S-3.4 S-3.5 S-3.6 STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAILS ROOF FRAMING DETAILS WALL SECTIONS WALL SECTIONS X - BRACING X - BRACING GENERAL NOTES 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE LATEST EDITION OF THE STATE AND LOCAL BUILDING CODES, ORDINANCES AND REGULATIONS AND OTHER GOVERNING LOCAL AGENCIES AS REQUIRED. ONE (1) COPY OF THESE CODES AND REGULATIONS SHALL BE MADE AVAILABLE AT THE CONTRACTORS FIELD OFFICE DURING CONSTRUCTION. 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR INTERPRETATION AND/OR CORRECTIONS PRIOR TO INSTALLATION. COST OF CORRECTING WORK BASED ON MISINTERPRETATION BY CONTRACTOR OR UNREPORTED DIMENSIONAL DISCREPANCIES SHALL BE BORNE BY THE CONTRACTOR. 3. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS: AND THAT THE CONTRACTOR SHALL DEFEND: INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 4. ALL COSTS FOR INSPECTIONS, TESTS AND BUILDING PERMITS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. 5. THE CONTRACTOR TO INCLUDE COST FOR ALL REQUIRED SITE STAKING. 6. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION PER CODE. SEPARATE PERMITS REQUIRED FOR PEDESTRIAN PROTECTION, DEMOLITION, PLUMBING, ELECTRICAL, MECHANICAL WORK, AND AS REQUIRED BY THE LOCAL GOVERNING AGENCIES. 8. THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT SHALL BE NOTIFIED BY THE CONTRACTOR AND OWNER THAT GRADING IS TO COMMENCE AND MAKE ALL NECESSARY ARRANGEMENT FOR FIELD INSPECTOR. 9. SIGN CONTRACTOR SHALL ACQUIRE SEPARATE BUILDING DEPARTMENT PERMITS FOR INSTALLATION OF ALL EXTERIOR BUILDING SIGNS AS REQUIRED BY CODE. 10. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 14. GRADING SHALL REQUIRE A SEPARATE PERMIT. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ANY AND ALL EXISTING UTILITY LINES OR STRUCTURES WITHIN THE CONSTRUCTION AREA, WHETHER SHOWN OR NOT SHOWN HEREON. 17. THE CONTRACTOR SHALL LOCATE ALL UTILITY CONNECTIONS WITHIN 5'-0" OF THE BUILDING UNE, PROTECT UNTIL ALL CONNECTIONS AND TESTING ARE COMPLETED. CONTRACTOR SHALL TAG ALL CONNECTION LOCATIONS WHERE FINISH SURFACES ARE PERMANENT. (I.E. CONCRETE, A.C. PAVING ETC.) 18. ALL WORK SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE STATE OF WASHINGTON AND THE WASHINGTON STATE ENERGY CODE AND THE AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMENTS. 19. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR CONSTRUCTION WATER. DUST SHALL BE CONTROLLED BY WATERING AS REQUIRED. 20. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 21. NO CONCRETE SLABS TO BE POURED UNTIL ALL ELECTRICAL AND MECHANICAL INSTALLATIONS HAVE BEEN APPROVED BY THE ARCHITECTS AND GOVERNING AGENCIES. 22. TROWEL SLAB FOR SMOOTH FINISH WITH NO TROWEL MARKS SHOWING WHEREVER CONCRETE FLOOR IS EXPOSED. 23. INTERIOR CONCRETE SLABS SHALL BE POURED LEVEL (UNLESS OTHERWISE INDICATED) 1/8` TOLERANCE ON A 10'-0" EDGE IN ANY GIVEN DIRECTION. 24. COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE POURING ADJACENT CONCRETE SLABS OR ASPHALTIC CONCRETE PAVING. CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR SPLASHING OF FRESH CONCRETE. 25. ALL COMBUSTIBLES CONSISTING OF BOXES, SCRAP LUMBER, ETC., ON THE CONSTRUCTION SITE SHALL BE CLEANED UP AND DISPOSED OF IN AN APPROVED MANNER ON A DAILY BASIS. 29. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF DRAWINGS AT THE JOB SITE FOR USE IN MAKING "RECORD DRAWINGS." ANY REVISIONS SHALL BE NOTED THEREON AND SUBMITTED TO THE ARCHITECT AT THE COMPLETION OF THE JOB PER THE PROJECT MANUAL. PROVIDE A COPY FOR THE OWNER PER CONSTRUCTION DOCUMENTS. 30. THE CONTRACTOR SHALL INFORM THE FIRE DEPT. OF THE REQUIRED FINAL INSPECTION AND SCHEDULE SUCH INSPECTION. 31. THE ENTIRE WORK PROVIDED FOR HEREIN IS TO BE CONSTRUCTED AND FINISHED IN EVERY PART IN A GOOD AND SUBSTANTIAL MANNER IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, TO THE FULL INTENT OF THE SAME. ANY WORK REQUIRED BY LAW, BUT WHICH MAY NOT BE SPECIFICALLY MENTIONED BY LAW, SHALL BE DONE BY CONTRACTORS IN ACCORDANCE WITH THE LAWS OF THE COUNTY, DISTRICT, OR STATE UNDER WHICH JURISDICTION MAY COME AND COST SHALL BE BORNE BY CONTRACTORS. ANY SUCH WORK SHALL BE DONE IN CONFORMANCE WITH THE PLAN; BOTH AS TO MANNER AND APPEARANCE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT EDITION OF U.B.C., AND AS REQUIRED BY THE LOCAL GOVERNING AGENCIES. 32. THE OWNER AND/OR ARCHITECT RESERVE THE RIGHT TO HAVE TESTS MADE WHEN DEEMED NECESSARY. SHOULD THE ARCHITECT ORDER SPECIAL TESTING OR INSPECTION OF A QUESTIONABLE PART OF THE WORK WHICH REVEALS DEFECTS NOT IN CONFORMITY WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PAY THE COST OF SUCH SPECIAL TESTING OR INSPECTIONS INCLUDING THE ARCHITECTS EXTRA SERVICES MADE NECESSARY • THEREBY. OTHERWISE THE OWNER SHALL BEAR SUCH COST. 33. TESTS SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED STANDARDS BY A COMPETENT, INDEPENDENT TESTING LABORATORY. ANY MATERIAL FOUND DEFECTIVE OR NOT IN CONFORMITY WITH SPECIFICATION STANDARDS SHALL BE PROMPTLY REPLACED OR REPAIRED AT THE EXPENSE OF THE CONTRACTOR. SAMPLES REQUIRED FOR TESTING WILL BE FURNISHED BY THE CONTRACTOR AND SELECTED AS DIRECTED V.` THE ARCHITECT. 34. 35. 26. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOLTS, NAILS, FRAMING CLIPS, WASHERS, PLATES, HANGERS, ETC., FOR A COMPLETE INSTALLATION WHETHER OR NOT SPECIFIED OR INDICATED ON THE PLANS. 27. CONTRACTOR TO VERIFY THAT ROOF ELEVATIONS SHOWN ON PLANS PROVIDE POSITIVE ROOF DRAINAGE AND THAT THEY CONFORM TO MINIMUM DRAINAGE STANDARDS PRIOR TO ROOFING. 28. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL TRADE WORK TO THE ARCHITECT FOR REVIEW, AND ALSO FOR ITEMS CALLED OUT AS "OR EQUAL", AND IN ACCORDANCE WITH THE PROJECT MANUAL. 36. GENERAL CONTRACTOR SHALL SIGN AND SUBMIT TO THE BUILDING DEPARTMENT A "CERTIFICATE OF COMPLIANCE" STATING THAT THE WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON- RESIDENTIAL ENERGY. CONTRACTOR TO PROVIDE PARKING SPACES ON SITE FOR BLDG. OFFICIALS ARCHITECTS, ETC. THE VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION CONFORMS WITH THE PLANS AND REQUIREMENTS OF THE PROJECT SPECIFICATIONS THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION AND THE INSTALLED R VALUE. 37. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING, AIR CONDITIONING AND OTHER INSTALLERS AS REQUIRED BY CODE. 38. PROVIDE FIRE PROTECTION @ ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE CODE PROJECT DI "ECTORY VICINITY MAP OWNER ARCHITECT FAMILY FUN CENTERS 7300 Fun Center Way Tukwila, Wa CONTACT: John Huish PH: (425) 227-7200 AGENCY City Of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 CONTACT: Bob Benedicto (Building Official) CIVIL Bush, Roed, Hitchings, Inc. 2009 Minor Ave East Seattle, WA 98102 PH: (206) 3234144 CONTACT: Ron Goldy CONTRACTOR Axiom Commercial Corp. 19028 203rd Place NE Woodinville, WA 98072 PH: (425) 788-9768 CONTACT: Stephen J. Galash MULVANNYG2 ARCHITECTURE 1110 112th Ave NE #500 Bellevue, WA 98004 CONTACT: Weylin Thompson PH: (425) 463-1574 FX: (425) 463-2128 STRUCTURAL K.M. Maw Associates 810 Third Avenue, Suite 640 Seattle, WA 98104 CONTACT: JOE MAW PH: (206) 624-7146 SOILS / TESTING Associated Earth Sciences, Inc. 911 5th Ave, Suite 100 Kirkland, WA 98033 CONTACT: PH: (425) 827-7701 FX: (425) 827-5424 MECH / ELEC / PLUMBING AND FIRE PROTECTION UNDER SEPARATE PERMIT (DESIGN/BUILD) ,.iouggp -7.477 6--qanoi6 Family Fun Center Retail Building 71p0 PUN CENTER WAY TL-KWILA, WA H2 Office LLC 7300 FUN CENTER WAY TUKWILA, WA 1110112TH AVE. NE 1 SUITE 500 BELLEVUE, WA. 498004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 4.21.06 Jerry Quinn Lee, Architect 3760 REGISTERED kQ ITECT ININ LEE ATE OF WASHINGTON i 0 MulvannyG2 ArcNtecture: Ail rights reserved. No part otthts document may be reproduced In any Corm or by any means without permission In writing from MutvannyG2 Architecture. DESCRIPTION ISSUED FOR PERMIT 03-1260-02, PM: Weylin Thompson DRAWN: WWT 8-1-03 PAI SEP 1 1 2001 Tukwila Fire 2r'" 37 • ,7,25 f GENERAL PROJECT DATA TSI .01 7100 FUN CENTER WAY ASSOCIATED PERMITS 12-F-088 D12-075 12-S-057 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE 444 Andover Park East, Tukwila, Wa. 98188 0/2. — c.s-7 /2— $— d3 7 PERMIT NUMBERS DEPARTMENT 206-575-4407 Project: 04. .n.ev•cx 14 to c.04 Type of Inspection: Contact Person: Address: 7100 first o4.,.# Suite #: 1Yt.C4iz w� --02d Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e:NZ 4-v C cAmewa. 1 moi. rs.fCl.... CvLAC" . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: frT js Date: 172-?kz_ Hrs.: / J4$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pern)it FILE PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Gvccl-,;11 -lot, G� iklovacii-; c. Type of Inspection: FA-) A► -e PIl,u, J Address: -21 R., ct,,A— INqi Suite #: /?--c) Contact Person: Special Instructions: Phone No.: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 FA- 4014,1 0k ( Po< F;I ok Needs Shift Inspection: i`" Sprinklers: `7 Date: Fire Alarm: , /I Hood & Duct: A- Monitor: Pre -Fire: Permits: A) Occupancy Type: f' - Inspector: Inspector: ,41.y„ �; I I Date: A y /1 Hrs.: 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: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 TUKWILA FIRE PREVENTION OUau 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407- Fax 206-575-4439 E -(nail: tukfdprv©ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTECA' FIRE ALARM AND FIRE DETECTION SYSTEMS ILE Fire alarm System is ready for Fire Department acceptance testing. Failure oftes...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 cominuftications. Date 5 / .'i ! 7- Permit # Property Address ) l 00 Grd;.< Loa/ s &,. rz.0 Suite # /2.0 City _TUKWILA Zip Code 9 Ri gR Name of Facility 1)616.6 0 Ff1GF C Fu41 4E A - (Z. 2G7A1i..7 Occupied as Owner or Representative Phone # Installing Company Cc'sc.o cc creezi Installing Contractor's Address t 6ovr2 t _ ,coSe., w , L 1 i - 2u/ rand 2cI. ,J;114- s,../4 City Ll c x1,,., ✓.l/�. Phone # L/75 - CQ(- 6 3cx, Installer's Name (PRINT) r3/Z y4,4) G,.r� M, iv,� License and/or Certificate AAM/„ .t?,5 cj r1 I f -p General Contractor Electrical Contractor FACP Equipment Manufacturer `: (L„1 ;<, y.4 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by i 3,A45,_ aid,n On (date) 5/7,y. and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 12 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor System is monitored by A% SIGNED Date Model # System Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by EQUIPMENT INSTALLED AND TESTED: C tro Pattrr 4 I of i Make/Model S , .Fwd U n �' 5C3.08. . M . ua$ tation i' -__j_ of j Make/Model $,, ,,,,,9 bid efiz. Z 70 A 51?O. Smoke Detectors of Make/Model .. Heat Detectors of _ Make/Model Duct Detectors of _ Make/Model A/V Devices 7, of 2 Make/Model 5 5,it��r . Pf 22 Audio Devices of Make/Model Visual Devices y. of 2 Make/Model Auto Door Release _ of _ Make/Model Trouble Indictors of Make/Model Batteries 5r Readings Battery Full Load Charge Generator of Make/Model HVAC Controls of _ Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model D Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of _ Make/Model Valve Tamper Sw. _ of _ Make/Model PTV _ of _ Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes x No Test of alarm System on emergency power, satisfactory? Yes ,> No _ Test Witnessed by Title Date Comments: eddins\Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110