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PP - 393 STRANDER BLVD - CORNER BAKERY - PERMITS AND PLANS
393 STRANDER BLVD ASSOCIATED PERMITS 16-F-037 06-F-126 16-S-031 15-S-143 16-H-022 90-002 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION Site Address. STRANDER BLVD King Co. Assessor's Tax No.: 262304-9064 Suite Number: 389 Floor: 1 Tenant Name: X F I N I TY New Tenant? 129- Yes ❑ - No Property Owner's Name: REGENCY CENTERS LP Mailing Address: 1011 NE HIGH STREET STE102 ISSAQUAH WA 98029 CONTACT PERSON -if there are questions about the submittal. Name: MARTIN TRAICOFF Company Name: COSCO FIRE PROTECTION INC . Mailing Address: 4308 S 131ST PL City State Zip Day Telephone: 206-438-3376 TUKWILA WA 98168 MTRAICOFF@COSCOFIRE . COM City State Zip E-mail Address: Fax Number: Valuation of Project (contractor's bid price): $ 10,650 Scope of Work (please provide detailed information): INSTALLING 50 NEW QR PENDENT SPRINKLERS FOR NEW CEILING AS PART OF TENENT IMPROVEMENT. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUb,- y ED Signature: / �� Date: 9-14-15 /vPir' Print Name: TRAICOFF Day Telephone: 206-438-3376 Plan Permit App.doc 5/14/10 TFD FP Form 8 SZ CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 SITE LOCATION Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 39,$ 51 R 1 N0612- Tenant Name: eo 1241/4) GO—'K-C-(L1 King Co. Assessor's Tax No.: Z4191'3`' `%° Cif Suite Number: Floor: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: t5(-rl Day Telephone: (2.) ¢494 647 Company Name: DC tiN Flay` 90I MN Mailing Address: 774 iNouS ( DR-1VE k ‘1 gat LA- al- 90 i -mail Address: Dc ,fri4-SCi E(kt S ri caty. City Stale Zip Fax Number: (?S 3J 2.77 — r 5 31 Total number of new/relocated devices or sprinkler heads: S 'D isce A I1 Nevu-may Valuation of Project (contractor's bid price): $ '2400 0 Scope of Work (please provide detailed information): klOplL tI Ci&€'ml(t, ;11661) 4.ob v- aUi:,T PrCSSIor. SYSig/4'N $(* —PIPc) kul)S PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshai to comply with current fee s:tedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site auth:_iri2.ed by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit n: sus?ended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshai is auth x.zec .o grant, in writing, one or- more extensions of time, for periods not more than 180 days each. The extension shail ‘rquested in wri:ing and justifiable cause demonstrated. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUT-1O3.:ZED TO APPLY FDR THIS PERMIT. V,► BUILDING 0 /N ER OR. AUTHORIZED AGENT: (r i_nature: at.: (I 1 ( S Name: !�� 01.04-50j j 16 set) wig :,,1 SITE LOCATION Site Address: Tenant Name: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. C e --i ' lL ) **PLEASE PRINT** Etta), 304610/04 King Co. Assessor's Tax No.: 3R3 saved er 31 vet Cvrtn e r r3c-ke-K3 C. e14 a) A - Property Owner's Name: Suite Number: 3'3 ? Floor: 1 New Tenant? 2( Yes ❑ - No 3? % U 14 J. T3w4 . vJk 8818`8 Mailing Address: i �� � � City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ket- t D Company Name: N O r w e s!- �i ir` . S CS t'��✓✓` Mailing Address: '8t 5 Ste. t'30 9-. t•( E-mail Address: KQrea.roD n W Ci re- s e.{ �"-tuns cat - Fax Number: b 9-4tt. -A04 �l u� —o99 310 5 Day Telephone: • -O(O a .3- 5o 2 Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ g -D Scope of Work (please provide detailed information): '21A -6•"`t"-- - f'"-- r`1" • Act ck Leo 0v6) �f� 1,Q,y10� RA/14-- i ►n . �L � .� ay Fe fr xi.f 1'114 p 11°M1-_ SPae e, wet.s. rn_.e,rLt j zerip '--o Lc, PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Kak t/ r1 et. tc Cvtti1WY R V•P Print Name: t{fk'tHl 0•REAR- FDR NoRTNJEST F-1 6\166 Plan Permit App.doc Date: a ' iLo • a.01 Day Telephone: O.3 a• 3 5 D a'-' 8122/14 TFD FP Form 8 44iittlavz4e SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 Waiver \. FIRE PROTECTION SYSTEMS PERMIT APPLICATION N W F S 3 Applications and plans must be complete in order to be accepted for plan review. rij ti 3 (B L **PLEASE PRINT** 17 King Co. Assessor's Tax No.: Site Address: „'360 $ vu1, Suite Number: ? Floor: Tenant Name: C Q nij,. Property Owner's Name: CO .'.'e•-•-4,( New Tenant? id Yes ❑ - No Mailing Address: (o`p • Ne49)11-an • 01 -it P eif''' h D,r. U.:t; 1300 o. j 53 zj City State Zip CONTACT PERSON -if there are questions about the submittal. Name: O' R Ar Company Name: 1 v O w /2,4 P 1Re Mailing Address: Day Telephone: ao(.0 AT& • )- 1(p S 1 5 5but1r\ 13b 5+-. k&int WPB ci 03 City State Zip E-mail Address: OYf,GUf'Z YlreS JA S• LOY x Number: 9.0 to Contractor's City of Tukwila Business License number: 51A S — 0 Ciel 3 05" Total number of new/relocated devices or mer -heads: Fire/ Po1,11 Demi eiA Valuation of Project (contractor's bid price): $ lo 40 DU Scope of Work (please provide detailed information): T. T • Mocii6-i i4u — f 0-6.wv 6 1.16�� }b "M' P-vp-r• d.e--thin cum. noKhcc-tivy, c' -tlN.e , . powe.eStsis a,t 1.*.i6ritn.ek f oh R C cLi c1`n PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: D( -s- 11O W L Print Name: KAn-1-1 D'REAce. fit 11j t"11W�✓� F' R -E Plan Permit App.doc 7 6-5 8/22/14 (9\ DO $ x . sod - a,, a_ .CO) Day Telephone: Date: a.'kg'a1c aotp 9 -q -a• "150a, TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Xfi n ity 393 Strander BI 15-S-143 September 17, 2015 Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 ars! 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). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Corner Bakery 393 Strander BI Permit No.: 16-H-022 Date: February 9, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 system whenever cooking operations occur. The activation of the exhaust system 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. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 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 less 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. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Corner Bakery 393 Strander BI Permit No.: 16-S-031 Date: February 17, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 "for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h 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). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. 3.51 r7.7-73 BATTERY CALCULATION CHART Company: The Safety Team, Inc. Project: Zoopa's Resturant Module Device Quantity Standby mA per Unit Total Standby Current Alarm mA per Unit Total Alarm Current Panel IntelliKnight-5700 1 200 200 325 325 Adressable input models 10 0.55 5.5 23 230 adressable heat detector 1 0.55 0.55 0.55 0.55 duct smoke detector 4 0.55 2.2 40 160 Horn/strobe 8 0 40 320 Mini -horns 2 0 17 34 Total mA Convert to A Total A Multiply by hours 24 or 60 Total Standby AH 208.25 1 Total mA Convert to A Total A AH for 5 mins. Total Alarm AH Total Standby AH Total AH Efficiency Factor Required AH 1069.55 x .001 x .001 0.20825 1.06955 x 24 4.998 0.089129 4.998 5.087129 85% p 5.984858 7AH BATTERIES INSTALLED ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with tne designer. Additions, deletions or revisions to these drawings after this date will void th;s,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: L46 By:( -.-10 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT, Please call: 575.4407 and give this job No. O 6-F-12 . and exact address for shut. down or restoration approval, r r-3 L a smoke_ a[ -ecLer j& rI cP ZOOPA RESTAURANT ESL 1505 FIRE ALARM CONTROL PANEL STANDBY BATTERY CALCULATION DEVICE #of DEV. AMP. TOTAL AMP BMB 1 .055 .055 ZONE EXP. MODULE 2 .019 .038 REMOTE TROUBLE INDIC. 1 .020 .020 ESL DUCT DETECTOR 6 .0050 .030 BATT. STANDBY AMP. TOTAL .143 STANDBY TIME IN HOURS 24 STANDBY AMP HOURS 3.432 ALARM LOAD 1.020 ALARM TIME IN HOURS .17 ALARM AMP HOURS .1734AH TOTAL AMP HOURS 4.45 MAINT. FACTOR 80% 1.05 TOTAL AMP HOURS REQUIRED 4.68 STANDBY BATT. SUPPLIED 5 AH Hydraulic Calculations Sheet 1 for Project Name: CORNER BAKERY CAFE SOUTHCENTER PLAZA Location: 393 STANDER BLVD TUKWILA , WA 98188 Design: Occupancy classification: Density: Area of application: Coverage per sprinkler: ORDINARY HAZARD GP 1 0.10 gpm/sq.ft. 915 square feet 120 SF Type of sprinklers calculated: K=5.6 No. of sprinklers calculated: 10 heads Hose streams: 250.0 gpm Outside Hose Total water required: Including hose streams Date 02/12/16 Job: CORNERB 46.46 psi @ 456.9 gpm @ Supply 139.66 psi available @ 456.9 gpm Below curve by 93.20 psi Type of System: Wet Water Supply Information: 140.00 psi Static, 20.00 psi Residual @ 10900.0 gpm Name of Contractor: NORTHWEST FIRE SYSTEMS Address: 7815 SOUTH 180TH ST. KENT, WASHINGTON 98032 Phone Number: 206-772-7502 Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com r V itil an..r111./. CERT1fICATI OF COMPNTRNOY I rums PROTRCTION RPRIN$LRR OY$TSM$ ■ ■ Jeffrey David Johnson ■ • 7915-1015-C Levet 3 • 1 Northwest Fire S stems, L. L. C. _ •NO- _.2. • • ■ D to •r sausage U✓A ervob 0'► rev WsP 4n°t. • mu co Fir d0 0 0 01 II .p ) '13 . CU CU 0 0 CO ICI 3 ■System demand = 46.46 psi with 456.9 gpm flawing. hh 1 C7 1 C7 1 01f y + 1 I I O I CL) L J L 01 O CD — ---�-r ----� O O CO O C71 O O 1- L r Pressure (PSI) CO .L —a —.l (,J O O 4 f y L J r L J L r r 1- r L. r L J r - r bald E131N30H1f10S 33'3 AEIDIV91=13N11=103 58 -LN hays Kimmins Isal MoIJ CORNER BAKERY CAFE SOUTHCENTER PLAZA NORTHWEST FIRE SYSTEMS Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001, F20 B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH6 FLEX HEAD - 6' Description of Other abbreviations Code Description DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 Sheet 4 NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations CORNER BAKERY CAFE SOUTHCENTER PLAZA 393 STANDER BLVD TUKWILA , WA 98188 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 3.50 5.6 2 DR2 1.049 8.00 5.6 5 BL1 1.049 7.50 DR1 6 BL1 1.049 13.00 DR1 7 BL1 1.380 1.00 8 BL1 1.380 9.00 DR1 9 BL1 1.610 1.50 10 BL1 1.610 18.50 DR1 11 BL1 2.067 49.00 13 BL2 1.049 6.00 DR1 14 BL2 1.049 13.00 DR1 15 BL2 1.380 1.00 16 BL2 1.380 9.00 DR1 17 BL2 1.610 1.50 18 BL2 1.610 18.50 DR1 19 BL2 2.067 49.00 21 BL3 1.380 9.00 DR2 22 BL3 1.610 4.00 23 BL3 1.610 16.00 DR1 24 BL3 2.067 55.00 26 CM1 4.260 10.00 BL1 27 CM1 4.260 7.00 BL2 28 CM1 4.260 50.00 BL3 29 RI 4.260 16.00 CM1 30 UG 6.160 35.00 RI 31 UG 6.160 0.00 10.330 -4.700 0.0 120 32 1T,2E,1FH6 10.330 -9.200 0.0 120 32 1T,2E,1FH6 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.500 0.0 120 32 1T,1E 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.500 0.0 120 32 1T,1E 0.000 0.000 0.0 120 32 0.000 5.000 0.0 120 32 0.000 5.000 0.0 120 32 0.000 5.000 0.0 120 32 3E,1T 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 1VE 0.000 15.000 0.0 120 32 1B26,2VE,1GV,1ALV 0.000 8 000 0.0 140 32 lUT1,1GV,1UE 0.000 0 000 250.0 140 32 Sheet 5 NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations CORNER BAKERY CAFE SOUTHCENTER PLAZA 393 STANDER BLVD TUKWILA , WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 L 3.5 PT 10.33 1 18.0=5.60(10.33)A.5 F 44.0 PE -2.04 (EL= -4.7 ft) 1 18.0 1.049 1T 2E T 47.5 0.10707 PF 5.09 6.7 1FH6 PT 13.38 5 B1 Jct K -factor for drop 1 = 18.0/(13.38)'.5 = 4.92 at Hyd Ref Pts 5 6 8 10 13 14 16 18 23 Drop 2 L 8.0 PT 10.33 18.0=5.60(10.33)A.5 F 44.0 PE -3.98 2 18.0 1.049 1T 2E T 52.0 0.10707 PF 5.57 1FH6 PT 11.91 K -factor for drop 2 = 18.0/(11.91)A.5 = 5.21 C = 120 (EL= -9.2 ft) 6.7 21 B1 Jct 2 NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations CORNER BAKERY CAFE SOUTHCENTER PLAZA 393 STANDER BLVD TUKWILA , WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 6 Notes Branchline No. 1 C = 120 L 7.5 PT 13.38 5 DR1 18.0=4.92(13.38)A.5 F 0.0 PE 0.00 5 18.0 1.049 T 7.5 0.10708 PF 0.80 6.7 L 13.0 PT 14.18 6 DR1 18.5=4.92(14.18)A.5 F 0.0 PE 0.00 6 36.5 1.049 T 13.0 0.39666 PF 5.16 13.6 L 1.0 PT 19.34 7 F 0.0 PE 0.00 7 36.5 1.380 T 1.0 0.10432 PF 0.10 7.8 L 9.0 PT 19.44 8 DR1 21.7=4.92(19.44)A.5 F 0.0 PE 0.00 8 58.2 1.380 T 9.0 0.24715 PF 2.22 12.5 L 1.5 PT 21.67 9 F 0.0 PE 0.00 9 58.2 1.610 T 1.5 0.11666 PF 0.17 9.2 L 18.5 PT 21.84 10 DR1 23.0=4.92(21.84)A.5 F 0.0 PE 0.00 10 81.2 1.610 T 18.5 0.21596 PF 4.00 12.8 L 49.0 PT 25.84 11 F 15.0 PE 0.22 (EL= 0.5 ft) 11 81.2 2.067 1T 1E T 64.0 0.06396 PF 4.09 7.8 PT 30.15 26 Cross main Jct K -factor for branchline no. 1 = 81.2/(30.15)A.5 = 14.79 Sheet 7 NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations CORNER BAKERY CAFE SOUTHCENTER PLAZA 393 STANDER BLVD TUKWILA , WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 L 6.0 PT 13.38 13 DR1 18.0=4.92(13.38)".5 F 0.0 PE 0.00 13 18.0 1.049 T 6.0 0.10708 PF 0.64 6.7 L 13.0 PT 14.02 14 DR1 18.4=4.92(14.02)A.5 F 0.0 PE 0.00 14 36.4 1.049 T 13.0 0.39454 PF 5.13 13.5 L 1.0 PT 19.15 15 F 0.0 PE 0.00 15 36.4 1.380 T 1.0 0.10377 PF 0.10 7.8 L 9.0 PT 19.26 16 DR1 21.6=4.92(19.26)A.5 F 0.0 PE 0.00 16 58.0 1.380 T 9.0 0.24550 PF 2.21 12.4 L 1.5 PT 21.46 17 F 0.0 PE 0.00 17 58.0 1.610 T 1.5 0.11588 PF 0.17 9.1 L 18.5 PT 21.64 18 DR1 22.9=4.92(21.64)A.5 F 0.0 PE 0.00 18 80.9 1.610 T 18.5 0.21439 PF 3.97 12.8 L 49.0 PT 25.60 19 F 15.0 PE 0.22 (EL= 0.5 ft) 19 80.9 2.067 1T lE T 64.0 0.06350 PF 4.06 7.7 PT 29.89 27 Cross main Jct K -factor for branchline no. 2 = 80.9/(29.89)A.5 = 14.80 Sheet 8 NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations CORNER BAKERY CAFE SOUTHCENTER PLAZA 393 STANDER BLVD TUKWILA , WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 120 L 9.0 PT 11.91 21 DR2 18.0=5.21(11.91)".5 F 0.0 PE 0.00 21 18.0 1.380 T 9.0 0.02816 PF 0.25 3.9 L 4.0 PT 12.16 22 F 0.0 PE 2.17 (EL= 5.0 ft) 22 18.0 1.610 T 4.0 0.01329 PF 0.05 2.8 L 16.0 PT 14.38 23 DR1 18.7=4.92(14.38)A.5 F 0.0 PE 2.17 (EL= 5.0 ft) 23 36.7 1.610 T 16.0 0.04956 PF 0.79 5.8 L 55.0 PT 17.34 24 F 25.0 PE 2.17 (EL= 5.0 ft) 24 36.7 2.067 3E 1T T 80.0 0.01468 PF 1.17 3.5 PT 20.68 28 Cross main Jct K -factor for branchline no. 3 = 36.7/(20.68)A.5 = 8.07 Cross main 1 C = 120 L 10.0 PT 30.15 26 BL1 81.2=14.79(30.15)".5 F 0.0 PE 0.00 26 81.2 4.260 T 10.0 0.00189 PF 0.02 1.8 L 7.0 PT 30.17 27 BL2 81.3=14.80(30.17)A.5 F 0.0 PE 0.00 27 162.5 4.260 T 7.0 0.00681 PF 0.05 3.7 L 50.0 PT 30.22 28 BL3 44.4=8.07(30.22)A.5 F 9.0 PE 0.00 28 206.9 4.260 1VE T 59.0 0.01065 PF 0.63 4.7 PT 30.84 29 Top of Riser K -factor for Cross main 1 = 206.9/(30.84)A.5 = 37.25 Sheet 9 NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic.Flow Calculations CORNER BAKERY CAFE SOUTHCENTER PLAZA 393 STANDER BLVD TUKWILA , WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 120 L 16.0 PT 30.84 29 CM 1 F 49.5 PE 6.50 (EL= 15.0 ft) 29 206.9 4.260 1B26 2VE T 65.5 0.01065 PF 5.57 4.7 1B26 = 4.87# 1GV 1ALV PT 42.91 30 B.O.R. Under ground C = 140 L 35.0 PT 42.91 30 B.O.R. F 31.3 PE 3.46 (EL= 8.0 ft) 30 206.9 6.160 lUT1 1GV T 66.3 0.00133 PF 0.09 2.2 lUE L 0.0 PT 46.46 31 250.0 gpm = Hose F 0.0 PE 0.00 31 456.9 6.160 T 0.0 0.00000 PF 0.00 4.9 PT 46.46 32 Supply Jct Available flow at 46.46 psi is 9526.8 gpm which is 9069.9 gpm from curve. Supply pressure available with 456.9 gpm flowing is 139.66 psi, thus system requirement is 93.20 psi below supply curve. (66.7%) CORNER BAKERY CAFE SOUTHCENTER PLAZA Sheet 10 Supply Analysis Available Total Pressure Demand Node at Static Source Pressure Residual Pressure Flow Required Pressure 32 140.00 20.00 10900.0 139.66 456.9 46.46 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 18.80 Orif= 5.60 2 28.80 Orif= 5.60 5 23.50 6 23.50 7 23.50 8 23.50 9 23.50 10 23.50 11 23.50 13 23.50 14 23.50 15 23.50 16 23.50 17 23.50 18 23.50 19 23.50 21 38.00 22 38.00 23 33.00 24 28.00 26 23.00 27 23.00 28 23.00 29 23.00 30 8.00 31 0.00 Hose 32 0.00 Supply 10.33 10.33 13.38 14.18 19.34 19.44 21.67 21.84 25.84 13.38 14.02 19.15 19.26 21.46 21.64 25.60 11.91 12.16 14.38 17.34 30.15 30.17 30.22 30.84 42.91 46.46 46.46 18.0 18.0 250.0 CORNER BAKERY CAFE SOUTHCENTER PLAZA Sheet 11 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 1 18.80 5.60 5 23.50 18.0 1" 1T 2E L 3.5 120 Pt 10.33 1FH6 F 44.0 6.7 Pe -2.04 18.0 1.049 44.0 T 47.5 0.1071 Pf 5.09 DR1:K=4.92 2 2 28.80 5.60 21 38.00 18.0 1" 1T 2E L 8.0 120 Pt 10.33 1FH6 F 44.0 6.7 Pe -3.98 18.0 1.049 44.0 T 52.0 0.1071 Pf 5.57 DR2:K=5.21 5 23.50 4.92 [18.0] 1" L 7.5 120 Pt 13.38 DR1 5 F 0.0 6.7 Pe 0.00 6 23.50 18.0 1.049 T 7.5 0.1071 Pf 0.80 6 6 23.50 4.92 [18.5] 1" 7 23.50 36.5 1.049 L 13.0 120 Pt 14.18 DR1 F 0.0 13.6 Pe 0.00 T 13.0 0.3967 Pf 5.16 7 23.50 1 1/4" L 1.0 120 Pt 19.34 7 F 0.0 7.8 Pe 0.00 8 23.50 36.5 1.380 T 1.0 0.1043 Pf 0.10 8 23.50 4.92 [21.7] 1 1/4" L 9.0 120 Pt 19.44 DR1 8 F 0.0 12.5 Pe 0.00 9 23.50 58.2 1.380 T 9.0 0.2472 Pf 2.22 9 23.50 1 1/2" L 1.5 120 Pt 21.67 9 F 0.0 9.2 Pe 0.00 10 23.50 58.2 1.610 T 1.5 0.1167 Pf 0.17 10 10 23.50 4.92 [23.0] 1 1/2" 11 23.50 81.2 1.610 L 18.5 120 Pt 21.84 DR1 F 0.0 12.8 Pe 0.00 T 18.5 0.2160 Pf 4.00 11 11 23.50 2" 1T lE L 49.0 120 Pt 25.84 F 15.0 7.8 Pe 0.22 26 23.00 81.2 2.067 15.0 T 64.0 0.0640 Pf 4.09 BL1:K=14.79 13 23.50 4.92 [18.0] 1" L 6.0 120 Pt 13.38 DR1 13 F 0.0 6.7 Pe 0.00 14 23.50 18.0 1.049 T 6.0 0.1071 Pf 0.64 14 14 23.50 4.92 [18.4] 1" 15 23.50 36.4 1.049 L 13.0 120 Pt 14.02 DR1 F 0.0 13.5 Pe 0.00 T 13.0 0.3945 Pf 5.13 CORNER BAKERY CAFE SOUTHCENTER PLAZA Sheet 12 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 15 23.50 1 1/4" L 1.0 120 Pt 19.15 15 F 0.0 7.8 Pe 0.00 16 23.50 36.4 1.380 T 1.0 0.1038 Pf 0.10 16 23.50 4.92 [21.6] 1 1/4" L 9.0 120 Pt 19.26 DR1 16 F 0.0 12.4 Pe 0.00 17 23.50 58.0 1.380 T 9.0 0.2455 Pf 2.21 17 23.50 1 1/2" L 1.5 120 Pt 21.46 17 F 0.0 9.1 Pe 0.00 18 23.50 58.0 1.610 T 1.5 0.1159 Pf 0.17 18 18 23.50 4.92 [22.9] 1 1/2" 19 23.50 80.9 1.610 L 18.5 120 Pt 21.64 DR1 F 0.0 12.8 Pe 0.00 T 18.5 0.2144 Pf 3.97 19 19 23.50 27 23.00 2" 1T lE L 49.0 120 Pt 25.60 F 15.0 7.7 Pe 0.22 80.9 2.067 15.0 T 64.0 0.0635 Pf 4.06 BL2:K=14.80 21 38.00 5.21 [18.0] 1 1/4" L 9.0 120 Pt 11.91 DR2 21 F 0.0 3.9 Pe 0.00 22 38.00 18.0 1.380 T 9.0 0.0282 Pf 0.25 22 22 38.00 1 1/2" 23 33.00 18.0 1.610 L 4.0 120 Pt 12.16 F 0.0 2.8 Pe 2.17 T 4.0 0.0133 Pf 0.05 23 23 33.00 4.92 [18.7] 1 1/2" 24 28.00 36.7 1.610 L 16.0 120 Pt 14.38 DR1 F 0.0 5.8 Pe 2.17 T 16.0 0.0496 Pf 0.79 24 24 28.00 28 23.00 2" 3E 1T L 55.0 120 Pt 17.34 F 25.0 3.5 Pe 2.17 36.7 2.067 25.0 T 80.0 0.0147 Pf 1.17 BL3:K=8.07 26 26 23.00 14.79 [81.2] 4" 27 23.00 81.2 4.260 L 10.0 120 Pt 30.15 BL1 F 0.0 1.8 Pe 0.00 T 10.0 0.0019 Pf 0.02 27 23.00 14.80 [81.3] 4" L 7.0 120 Pt 30.17 BL2 27 F 0.0 3.7 Pe 0.00 28 23.00 162.5 4.260 T 7.0 0.0068 Pf 0.05 CORNER BAKERY CAFE SOUTHCENTER PLAZA Sheet 13 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 28 28 23.00 8.07 29 23.00 [44.4] 4" 1VE 206.9 4.260 L 50.0 120 Pt 30.22 BL3 F 9.0 4.7 Pe 0.00 9.0 T 59.0 0.0107 Pf 0.63 29 23.00 4" 1B26 2VE L 16.0 120 Pt 30.84 Top of Riser 29 1GV 1ALV F 49.5 4.7 Pe 6.50 1B26 = 4.87# 30 8.00 206.9 4.260 49.5 T 65.5 0.0107 Pf 5.57 30 8.00 6" lUT1 1GV L 35.0 140 Pt 42.91 30 lUE F 31.3 2.2 Pe 3.46 31 0.00 206.9 6.160 31.3 T 66.3 0.0013 Pf 0.09 31 0.00 6" L 0.0 140 Pt 46.46 31 250.0 F 0.0 4.9 Pe 0.00 32 0.00 456.9 6.160 T 0.0 0.0058 Pf 0.00 Supply Walde (11D 2117.113o. l ,2/D0 D Table ProxInislpy14 Raroe-Sn p ' ilgh__P L x24 x2 b0 =PI D Dven WLeG19 D L_ 1 H 1) NWG7 010m ft0MEiuZ„:,Z�IEzON'.'oEavom VO(A4.(au;; f, g WNNNNNNNNNNgagSmw-1w-1-4-I-I filwC1 +1- N N gmmOP IFFitRAApqmpmgailimMA„PhYg r Q Z^a te D D y-4 f '1 Amm m m mm x O iZ 1 Cs5 A 01 O«rm«t«WpS��3nmr ri r€p.rr aaaaaaaaaaEll, S AN i i wR C"am -10 .1:1 amxS7 iY�m -Wp 4 r V Duch �0p 6A N�l I 1 1 1 1 1 1 1 Z �100g M!P 1 ' 1 1 1 yN 7P01N 16 ti a p ? y f7 aAAPRrN Z{i.� i• p C :V411 N Qgg 1��$11=1 t7 I�1 G'Ifn�i, y„Am s qR.1 . •C i N g'o1c�*ZcpN N� �x 1-36 3g .fie �z <.ZN. m�7ii�TSPivrmi.N �5"'X., 3 S p$ i92 +1m Ai 4, x x G i r rG Aeh ,mm P Qp my N PI Ayyr 7d m O`'6 Ili M ap ( n i E, �tl2 :18 ko • P• I 51 w +R € �NCjpp m INR cIPm Q aii W IN'IZ �^'S NN Vim` 4 • -1 p N , qi ga o m m aSI Z 1-0 °D c• ps mow m ray t Q • O Wb0 N K� • N AO • alNn 1 o. 4A A x49 A 0 0 �r- r. 0000 L, • -• NV 11 ai 000000 O 00 A eat 1�11�81 ®ANDA0000 1 C= 1 La= -c7— 1111 -:A L1 A _� 0 • r 1 1 o % i®!4 AA��A`A ��A �A'�► _++®ii+ � — az 1- T viiitg= pima ®8 AC *0 • Without: Comments As Note0 Per rhe T -se plans ha%,c-., • Bur:., Acce,-;,. • .sians which • -•,•:-Jards and wili void ;.fornittai of H•"' vieweci t Tukwila Fire current City iect •L,.. errors •,,nd (1i adopted tor the with the.. :Jesigner. ro rnesr_ a,•aimings after prance ana rere a trq' s71'; •Jpprovai. Fra acceptancr; Lo iieio rest ana inspection by Ine Tukwila Fire P.•evention bureau. Date: .7- — tiv! S.') 1 TUKWILA FIRE DEPARTMENT Neese call 206-5754407 and give this Fire Permit No. /to- )--1 and exact additess for shut- down or restaation approval. SAMMY "SIDEWINDER" MODEL "SWG-20" FOR WOOD •Hl_IC������i��������������� �♦� AREA ORDINARYYTE HAZARDAUlGROUP 2SIGN (MERCA TILE) �♦�.t .2/1500 SQ. FT. K=5.6 130 SQ, FT. MAX. PER HEAD �♦�• SYS SPRINKLERS EM DEMAND 7DISCHARGING0 7G.P.M. REMOTE @ 6.0 @SO RCE • ALL THREAD ROD TJI—COMPOSIT TOP OF SLOPED CEILING EXISTING DRAFT STOP "NOTES* 1. INSTALLATION SHALL CONFORM TO N.F.P.A. PHAMPHLET- 13 (2013), AND TUKWILA FIRE DEPARTMENT REQUIREMENTS. 2. ALL ADDED MATERIALS TO BE NEW AND U.L./F.M. APPROVED. 3. PIPE: ALL PIPE 1" TO BE THREADABLE THINWALL BULLMOOSE OR EQUAL 4. FITTINGS: ALL FITTINGS TO BE THREADED I" * MECHANICAL TEES. 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. 6. ALL NEW HEAD SPACING TO BE ORDINARY HAZARD GROUP 2 (MERCANTILE) MAX SPACING 130 SQ. FT. MAX. 7. ALL ELECTRICAL WIRING AND CONDUIT IS BY OTHERS. 8. ALL NEW HEADS ARE TO BE QUICK RESPONSE PENDENT. 9. ALL HANGERS TO HANG TO STEEL OPEN WEB JOISTS WITH WOOD TOP it. BOTTOM, OR TJI CONSTRUCTION. 10. COSCO FIRE PROTECTION ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. 1 I . BUILDING OWNER AND TENANT ARE RESPONSIBLE FOR PROVIDING 40 DEGREE HEAT OR GREATER AT ALL TIMES WHERE WET TYPE FIRE PROTECTION SYSTEMS HAVE BEEN INSTALLED. 12. IN BLACK TILE CEILINGS HEADS TO BE CHROME SEMI RECESSED PENDENT AND IN GYP CEILINGS WHITE CONCEALED PENDENT. IN WHITE TILE CEILINGS HEADS TO BE WHITE SEMI RECESSED PENDENT. 13. ALL DROPS EXISTING AND NEW TO HAVE FLEXIBLE CONNECTION TO THE SPRINKLER. 14. EXISTING COMBUSTIBLE CONSTRUCTION WITH EXISTING UPRIGHT COVERAGE TO REMAIN. 15. BETWEEN COLUMN LINE D * TENET WALL, AND COLUMN LINE 2 * 3 15 A SLOPED CEILING 25'-9" AT APEX. 16. EVERYTHING BELOW COLUMN LINE FIS TJI CONSTRUCTION AND ABOVE IS OPEN WEB WITH WOOD TOP/BOTTOM. SCOPE: COSCO FIRE PROTECTION IS ADDING 50 NEW DROPS ON FLEXIBLE CONNECTIONS FOR NEW TENET IMPROVEMENT CEILING. HANGER RING TJI HANGER DETAIL (TYP) NO SCALE SYMBOLS/ABREVIATIONS: SAMMY "SIDEWINDER" MODEL "SWG-20" FOR WOOD "TJL" WOOD JOIST -- DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. - HANGER I WO 4iirb:°1411111M /441,11111111rele to? OMPM ; 1143 116104j En. *Ala 111 I! 09 Inra, rairwriv « ...U.... ■■■..w3 A....$II1 - EXISTING COUPLING OPEN WEB STEEL JOIST EXISTING 11i' HOSE VALVE OFF 1" DRAIN LINE - NEW MECHANICAL TEE 3/8" ALL THREAD RO NGER RING "TJL" WOOD JOIST - EXISTING - PLUG BO OM OF EXISTING B - M 13'-2 4" GLB: EXISTING HEAD LOCATION ITY MAIN TJL HANGER DETAIL (TYP) NO SCALE - EXISTING 1-1 /2"HOSE VALVE ON 1" DRAIN LINE - EXISTING SR UPRIGHT - (E) LATERAL EQ BRACE - (E) LONGITUDINAL EQ BRACE XFINITY FIRE SPRINKLER TI PLAN [ 15-6 ] - CENTERLINE PIPE ELEVATION 1/8"=1'=0" 4'-0" VICFLEX 4'-0" VICFLEX / \ TOR (E) FLOW SWITCH. (E) 4" ALARM VALVE (E) ALARM BELL . (E) 4" COLT DCDA (E) 4" NRS BO j (E) 4" BUTTERFLY / \ BFO 4" (E) WALL PIV (E) FDC 0 Without Comments . 0 As Noted in Re4 Per The Attached Letter STRANDER BLVD SPRINKLER HEAD plans have been reviewed by The Tukwila Fire .;v::totion Bureau for conformance with current City .r,i-ards. Acceptance is subject to errors and i,ssions which do not authorize violations of adopted odards and ordlha ccs. The responsibility for the :quaacy of deSK;1, re'31.S totally with the designer. .-; thtions, deletioos o, revisions to these drawings after vviii void this 8cceptance 311d Wili r3qulre a resubmittal o' revised drawings for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (�/C - /S By: SPRINKLER HEAD 1 ESCUTCHEON FINISHED CEILING ELEVATION (E) DROP DETAIL NEW DROP DETAIL NO SCALE WITH TAMPER / \ SRCE (E) RISER DETAIL TUKWILA 'FIRE EEPAR I4ENT iD 5e. call 206-575-4407 and five this Fire'; Permit No. /5 -s I °rid exact ?il�,.yl`!S.3 f r hu;. - down or rest Talion approval. SPRINKLER HEAD LEGEND : SYMBOL VIKING QR CONCEALED PENDENT 0 S/N ORIFICE NPT K•FACT. VK462 1/2' 1/2' 5.6 HEAD FINISH BRASS PLATE FINISH WHITE TEMP. QUAN. 155° 18 VIKING QR SEMI -RECESSED PENDENT VIKING QR SEMI -RECESSED PENDENT VK302 1/2' 1/2' 5.6 CHROME CHROME 155° 14 O VK302 1/2' 1/2' 5.6 WHITE WHITE 155° 18 APPROVALS BY: TLKWILA FIRE DEPARTMENT I TOTAL SPRINKLERS THIS SHEET 50 KEY PLAN SUBMITTAL PLAN 9-14-15 . 0000. • 0 0 •• • 0.• . 0 0. C SC Fire rot ctio FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 4308 South 131st Place Tukwila, Washington 98168 call (425) 686-6300 • fax (425) 827-7474 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE www.coscofire.com License No: COSCOFP110NM PROJECT: COMCAST XFINITY 3f(., 30} STRANDER BLVD TUKWILA, WA 98168 PAID Pr) 1+2015 cDNTRACT WITH: ENGINEERED STRUCTURES, INC. 3330 E. LOUISE DRIVE, SUITE 300 MERIDIAN, ID 83642 BOBBY BICKFORD 971-804-1130 DRAWING TITLE FIRE SPRINKLER TI TUKVvILA FIRE DATE : 9-11-15 SCALE : 1/8"=1'-0" DRAWN BY : MARTIN TRAICOFF JOB N5SS8392 SHS N FP -1 `I ®. .100 1-Au1u 1 ° til FAiI ��� f 41 W ' • 111. ' ITS �� ■I ". 1 . up -1 % t 1•'( �.4.1 ri ixii :[ c , imm rlRr�imi H« t1 MI °A °A OA 0A •A V� III •■ • I • ■• �• ■ ■ NI Aft 2 1 /11 I•e :n 1 111 Eau au 1 ° A tI_smo ii Ittttt�:luf en II li.�. imi ig `1: t cV 0_6 i. 1ir 1 ®A L. N 1. .111.1 . . vA � 1.. 1 mi ;E:: I ■ se ■mmo ■ •' • 101111 �i Aill ' TS t 0lli `� in,• k rb co RI • � 1/ �4, it 11711111t01111115111111 • i/ r .� !�.i . a .:, „Is.4,,,,ji .i`' 1n'`o; Nil, 'NIU L*11111111. "NOTES* 1. INSTALLATION SHALL CONFORM TO N.F.P.A. PHAMPHLET- 13 (2013), AND TUKWILA FIRE DEPARTMENT REQUIREMENTS. 2. ALL ADDED MATERIALS TO BE NEW AND U.L./F.M. APPROVED. 3. PIPE: ALL PIPE 1" TO BE THREADABLE THINWALL BULLMOOSE OR EQUAL 4. FITTINGS: ALL FITTINGS TO BE THREADED I" * MECHANICAL TEES. 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. 6. ALL NEW HEAD SPACING TO BE ORDINARY HAZARD GROUP 2 (MERCANTILE) MAX SPACING 130 SQ. FT. MAX. 7. ALL ELECTRICAL WIRING AND CONDUIT IS BY OTHERS. 8. ALL NEW HEADS ARE TO BE QUICK RESPONSE PENDENT. 9. ALL HANGERS TO HANG TO STEEL OPEN WEB JOISTS WITH WOOD TOP it. BOTTOM, OR TJI CONSTRUCTION. 10. COSCO FIRE PROTECTION ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. 1 I . BUILDING OWNER AND TENANT ARE RESPONSIBLE FOR PROVIDING 40 DEGREE HEAT OR GREATER AT ALL TIMES WHERE WET TYPE FIRE PROTECTION SYSTEMS HAVE BEEN INSTALLED. 12. IN BLACK TILE CEILINGS HEADS TO BE CHROME SEMI RECESSED PENDENT AND IN GYP CEILINGS WHITE CONCEALED PENDENT. IN WHITE TILE CEILINGS HEADS TO BE WHITE SEMI RECESSED PENDENT. 13. ALL DROPS EXISTING AND NEW TO HAVE FLEXIBLE CONNECTION TO THE SPRINKLER. 14. EXISTING COMBUSTIBLE CONSTRUCTION WITH EXISTING UPRIGHT COVERAGE TO REMAIN. 15. BETWEEN COLUMN LINE D * TENET WALL, AND COLUMN LINE 2 * 3 15 A SLOPED CEILING 25'-9" AT APEX. 16. EVERYTHING BELOW COLUMN LINE FIS TJI CONSTRUCTION AND ABOVE IS OPEN WEB WITH WOOD TOP/BOTTOM. SCOPE: COSCO FIRE PROTECTION IS ADDING 50 NEW DROPS ON FLEXIBLE CONNECTIONS FOR NEW TENET IMPROVEMENT CEILING. HANGER RING TJI HANGER DETAIL (TYP) NO SCALE SYMBOLS/ABREVIATIONS: SAMMY "SIDEWINDER" MODEL "SWG-20" FOR WOOD "TJL" WOOD JOIST -- DOTTED LINES DENOTE EXISTING PIPE. SOLID LINES DENOTE NEW PIPE. - HANGER I WO 4iirb:°1411111M /441,11111111rele to? OMPM ; 1143 116104j En. *Ala 111 I! 09 Inra, rairwriv « ...U.... ■■■..w3 A....$II1 - EXISTING COUPLING OPEN WEB STEEL JOIST EXISTING 11i' HOSE VALVE OFF 1" DRAIN LINE - NEW MECHANICAL TEE 3/8" ALL THREAD RO NGER RING "TJL" WOOD JOIST - EXISTING - PLUG BO OM OF EXISTING B - M 13'-2 4" GLB: EXISTING HEAD LOCATION ITY MAIN TJL HANGER DETAIL (TYP) NO SCALE - EXISTING 1-1 /2"HOSE VALVE ON 1" DRAIN LINE - EXISTING SR UPRIGHT - (E) LATERAL EQ BRACE - (E) LONGITUDINAL EQ BRACE XFINITY FIRE SPRINKLER TI PLAN [ 15-6 ] - CENTERLINE PIPE ELEVATION 1/8"=1'=0" 4'-0" VICFLEX 4'-0" VICFLEX / \ TOR (E) FLOW SWITCH. (E) 4" ALARM VALVE (E) ALARM BELL . (E) 4" COLT DCDA (E) 4" NRS BO j (E) 4" BUTTERFLY / \ BFO 4" (E) WALL PIV (E) FDC 0 Without Comments . 0 As Noted in Re4 Per The Attached Letter STRANDER BLVD SPRINKLER HEAD plans have been reviewed by The Tukwila Fire .;v::totion Bureau for conformance with current City .r,i-ards. Acceptance is subject to errors and i,ssions which do not authorize violations of adopted odards and ordlha ccs. The responsibility for the :quaacy of deSK;1, re'31.S totally with the designer. .-; thtions, deletioos o, revisions to these drawings after vviii void this 8cceptance 311d Wili r3qulre a resubmittal o' revised drawings for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (�/C - /S By: SPRINKLER HEAD 1 ESCUTCHEON FINISHED CEILING ELEVATION (E) DROP DETAIL NEW DROP DETAIL NO SCALE WITH TAMPER / \ SRCE (E) RISER DETAIL TUKWILA 'FIRE EEPAR I4ENT iD 5e. call 206-575-4407 and five this Fire'; Permit No. /5 -s I °rid exact ?il�,.yl`!S.3 f r hu;. - down or rest Talion approval. SPRINKLER HEAD LEGEND : SYMBOL VIKING QR CONCEALED PENDENT 0 S/N ORIFICE NPT K•FACT. VK462 1/2' 1/2' 5.6 HEAD FINISH BRASS PLATE FINISH WHITE TEMP. QUAN. 155° 18 VIKING QR SEMI -RECESSED PENDENT VIKING QR SEMI -RECESSED PENDENT VK302 1/2' 1/2' 5.6 CHROME CHROME 155° 14 O VK302 1/2' 1/2' 5.6 WHITE WHITE 155° 18 APPROVALS BY: TLKWILA FIRE DEPARTMENT I TOTAL SPRINKLERS THIS SHEET 50 KEY PLAN SUBMITTAL PLAN 9-14-15 . 0000. • 0 0 •• • 0.• . 0 0. C SC Fire rot ctio FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 4308 South 131st Place Tukwila, Washington 98168 call (425) 686-6300 • fax (425) 827-7474 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE www.coscofire.com License No: COSCOFP110NM PROJECT: COMCAST XFINITY 3f(., 30} STRANDER BLVD TUKWILA, WA 98168 PAID Pr) 1+2015 cDNTRACT WITH: ENGINEERED STRUCTURES, INC. 3330 E. LOUISE DRIVE, SUITE 300 MERIDIAN, ID 83642 BOBBY BICKFORD 971-804-1130 DRAWING TITLE FIRE SPRINKLER TI TUKVvILA FIRE DATE : 9-11-15 SCALE : 1/8"=1'-0" DRAWN BY : MARTIN TRAICOFF JOB N5SS8392 SHS N FP -1 PRODUCT LEGEND 1 INLET NIPPLE (1" MPT) 2 NUT 3 ISOLATION RING 4 COLLAR / WELD FITTING 5 STAINLESS STEEL FLEXIBLE BRAIDED HOSE c1" NOMINAL DIAMETER) (LENGTHS AVAILABLE 31", 36" 48", 60 , & 72") 6 COLLAR / WELD FiTTING 7 NUT 8 REDUCING OUTLET (AVAILABLE 1/2' OR 3J4" FMPT) 9 CENTER BRACKET ASSEMBLY 10 SQUARE BAR (AVAILABLE IN 24" AND 48' LENGTHS) 11 END BRACKET ASSEMBLY 12 SHEET METAL SCREW 13 VIC MECHANICAL -T OUTLET STYLE 922 FIRELOCK (1" FMPT) SEE VICTAULIC SUBMITTAL NUMBER 10.85 AB4 0 LISTED US SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS COUNG COVER PLATE SPRINKLER HEAD BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLES FOR STANDARD PENDENT SPRINKLERS Series DS -1 Dry -Type Sprinklers Quick Response, Standard Coverage 5.6 K -factor, 3/4 and 1 -Inch NPT General Description The TYCO Series 05-1. 5.6 K -factor, 3/4 and 1 -Inch NPT, Quick Response, Standard Coverage. Dry Type Sprink- lers are decorative, 3 -ram glass bulb automatic sprinklers designed for com- mercial use. Dry -Type Sprinklers are typically used where: • pendent sprinklers are required on dry pipe systems that are exposed to freezing temperatures; for example, sprinkler drops from unheated por- tions of buildings. • sprinklers and/ora portion of the con- necting piping are exposed to freezing temperatures: for example, sprinkler drops from wet systems into freezers, sprinkler sprigs from wet systems Into unheated attics. or horizontal piping extensions through a wall to protect an unheated areas such as loading docks, overhangs, and building exteriors. • sprinklers are used ori systems that are seasonally drained to avoid freezing; for example, vacation areas. SITE LOCATION MAP STRANDER BLVD CORNER BAKERY CAFE rf ANDOVER PARK W AREA LOCATION MAP CORNER BAKERY CAFE — N jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for maintaining their fire protection system and devices In proper operating condition. The in- stalling contractor or sprinkler manu- facturer should be contacted with any questions. The Series DS -1 Dry -Type Sprinklers must only he installed in fittings that meet the requirements of the Design Criteria section. Model/Sprinkler Identification Numbers (,VINs) 3/4 -Inch NPT: TY3935 - Pend int TY3735 - Horizontal Sidewall 1 -Inch NPT TY3235 Pendent TY3135 - Upright TY3335 - Horizontal Sidewall SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FACE OF SPRINKLER FITTING ORDER LENGTHS: 1/20 to 46° (12.7 to 1168,4 atm) IN 1/4' (6.4 mm1 INCREMENTS FACE OF CEILING 4-10' f 1/8" (108,0 ± 3,2 mm) 1 3-1/2" DIA. `(88,9 min) r 1 2-1/2' DIA. (63,5 mm)� FIGURE 5 TY3235 AND TY3935 PENDENT WiTH DEEP ESCUTCHEON DRY PENDENT BARREL DRILL 1-3/4" HOLE - SEAL W/ 1/2" DEEP BEAD OF SILICONE AT TOP EXISTING BRANCHLINE 1" DROP f-7��I�II ■ DRY PENDENT HEAD FOR USE IN ALL FREEZERS AND COOLERS 1"x 1" PLUGGED TEE TOP PANEL OF COOLER DRY PENDENT HEAD ESCUTCHEON COOLER / FREEZER SPRINKLERS FREEZER / COOLER DRY PENDENT SPRINKLER LEGEND NEW MECH TEE OR THD FITTING --0- — EXISTING UPRIGHT SPRINKLER TO REMAIN I j DOWN 1x - SEE PLAN TYCO TY -FRB QUICK RESPONSE RECESSED CHROME PENDENT 1/2" 155° ty3231 QTY: 42 NEW DRY PENDENT SPRINKLER 1" STL DROP TYCO DS -1 QUICK RESPONSE CHROME PENDENT 1/2" 200° ty3235 QTY: 3 45 sprinklers total added WET SYSTEM: REMOTE AREA NO. OF SPRINKELRS DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER OCCUPANCY CLASSIFICATION 10 .15 GPM/SF [915 SF 206.9 GPM 42.91 PSI ORD HAZARD GP 1 STRANDER BLVD. 0 0 0 0 0 J ww 0 ANDOVER PARKWAY W. PLANTING STRIP (N.I.C.) SIDEWALK SIDEWALK L r s N G C 11'-6 L r •miiii, ����1� In�lt• `a s ' lllitll ==0 +10'- 10'6 MAX CEILING HEIGHT AREA OF REDUCTION FOR QUICK RESPONSE SPRINKLERS & 10'6 C.H.: -(3 x 10.5) /2 + 55 = 39% AREA REDUCTION: 1500 SF - (.39 x 1500)= 915 SF MINIMUM REQUIRED REDUCING COUPLING TYPICAL RECESSED PENDENT SPRINKLER L H 0 0 0 I I' ®I I 1 UM L J 1 102 1 PATIO SIDEWALK 1C-7 5/8' 37-I 7/t' 2 —2 _2 2 2 2 2 2 -31 2 _L C7 r. (.0 CD f— (/) X W 4" WET RISER u) M -4 d -I NO WORK THIS AREA 2 2 2 2 0 00 0 TENANT SPRINKLER PLAN 0 SCALE: 1/8" = 1'-0" 0 4' 8' 16' 24' GENERAL NOTES SCOPE OF WORK: ADD PENDENT SPRINKLERS FOR TENANT IMPROVEMENT WORK - FORMALLY ZOOPA'S CAFE SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2010 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED ORDINARY HAZARD GP 1 - 130 S.F, MAX PER SPRINKLER CALCULATED .15 GPM/SF OVER 1500 SF WITH AREA REDUCTIONS FOR Q.R. SPRINKLERS AND 10'-6" MAX CEILING HT EXISTING UPRIGHT SPRINKLERS TO REMAIN NEW 1" PIPING TO BE 'DYNA-THREAD' OR SCHEDULE 40 BLACK PIPING CAFE ## 1619 I 28 -4I 27 I 26 A ,,lea. re Q Without Comments Q As Noted in Red pc Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City ndards. Accede 3i-ii•:k. is subject to errors and o:fid;sions which (if; • ,;tlthorize violations of adopted sl:andards and ori:;?- • The responsibility for the idequacy of dew;,., - totally with the designer. / o1(fltions, deietior��• .•,-i...risions to these drawings after this date will void tr....,. r: ceptance and will require a re submit: 0i of r'>=.;, :. .:i 3wtf'tjs for subsequent approval. Final appeptance suo1ec-T co field test and inspection by The Tukwila Fire Prevention Bureau. Date: )-lc.,, 6y: (ii - . W('INILL FIRE DEPARTMENT ,xx z'; call 206-575-4407 and Giv this" -are Permit No. /(e -x-,03 .and exact z d&„ gess for shut- down hutdown or re toTadon approval. II WASHINGTON STATE IS CERTIFICATE OF COINPETENCY O FIRE PROTECTION SPRINKLER SYSTEMS o ■ Jeffrey David Johnson 0 7915-1015-C Level 3 ■ Northwest Fire Systems, L L. C. • NOR .92;-R ey mo• i'>' °z%/� ro■ ■ i nartura: Dates S ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ al WI WR,r/„) v O'i t STAT 41) &w► WK). GENERAL LEGEND —D -4 x BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. Off' 4. E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE. RESERVED. ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. PENDENT SPRINKLER STYLES PENDENT WITH PENDENT WITH SEMI -RECESSED 401 ESCUTCHEON ESCUTCHEON PENDENT WITH CONCEALED ESCUTCHEON REV 0 DATE BY DESCRIPTION 0 CORNER BAKERY CAFE SOUTHCENTER PLAZA 393 STANDER BLVD TUKWILA, WA 98188 NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 0 .206.772.7502 F .206.772.7504 WWW.NWFIRESYSTEMS.COM LICENSE #NORTHFS928CR Date: 02/2016 PAID Drawn By: G.B. FED 1.6 21111 Checked By: T.‘t•-2/7K'9 WILA FIRE . ' 7K� -cal' Scale: as noted Job #: 1 of 1 VJ rs O � co 0 CD LO ' ` O L, �Zo- CO W NULL CrL - ( H- =Nw o WoO N z (f) z oo�� cNi • ' 03 D', WING ► (RECTORY SH TLE: FA -01 COVER SHEET, 3ILL CF MATERIALS AND GENERAL INFORMATION FA -02 DEVICE LAYOUT & SCHEMATIC rBREVITIONS FACP FIRE ALARM CON (ROL PANEL AFF ABOVE FINISHED FLOOR B F= BELOW FINISHED FLOOR WP WEATHER PROOF H/S HORN STROB E S SMOKE DETECTOR P MANUAL PULL H HEAT DETECTOR BPS BOOSTER POWER SUPPLY SCM SUPERVISED CON 1 ROL MODULE MMM MINI MONITOR MODJLE LP LOW PRESSURE SWITC H AL602ULADA CONSULTANTS PROJECT NAME: CORNER BAKERY FIRE ALARM TI 393 Stander BLVD. Tukwilla, WA 98188 FIRE ALARM SUPPLIER: NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 PHONE: (206)772-7502 WWW.NWFIRESYSTEMS.COM REFERENCES: NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE CODE UL -864 AND OTHER APPLICABLE STANDARDS COMPLETE FIRE PROTECTION SYSTEM, UL LISTED CONFORM TO REQUIREMENTS OF NFPA APPLICABLE SECTIONS THE AMERICAN DISABILITIES ACT (ADA) STANDARD MOUNTING HEIGHT DETAIL MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. "T" BAR CEILING MAX. DOOR OUTSIDE OF ROOM DIFFUSER FIRE PANEL NOT LESS THAN 3 —6" NOT MORE THAN 4'-6" 72" 1 BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR CtNE BAKERY FIRE ALA';M TI 393 Strander BLVD. Tukwilla, wa 98188 REVISION: 0 SCOPE OF WORK: NORTHWEST FIRE SYSTEMS WILL BE MODIFYING THE FIRE ALARM SYSTEM TO PROVIDE PROPER DETECTION AND NOTIFICATION OF THE SUITE. NOTIFICATION WILL BE INSTALLED THROUGH OUT SUITE. THE SUITE NOTIFICATION WILL BE POWERED BY A NEW POWER SUPPLY LOCATED WITH IN THE SUITE AND SUPERVISED/ACTIVATED BY AN EXISTING NOTIFICATION CIRCUIT. PULL STATIONS WILL BE INSTALL AT THE MAIN EXIT. ONE PULL STATION NEEDS TO BE RELOCATED DUE TO THE WALL BEING MOVED OUT 6 IN. ONE DUCT DETECTOR WILL BE INSTALLED FOR SUPERVISION OF THE NEW HVAC UNIT. J CONDITION STANDBY CONDITION i SEQUE\CE OF OPHATIO\S =AC P FUNCTIONS CZ - 44, J � Z 1\1(v = O OQ o v �Q O v C C v �O c- z -v o -v. �o Z� ooV c/)Q�,a Q`" Q Q `''mss4. gd'0,� v � &'-1 '(/ ��Z o Ai C o O v ice__ 4 co _ /� Z Q /� = 0 Q � �� Jo c= -„/-. C?) �:z �o O C) � Q �J U Q U) Q Z � A CD E C/H L B C 2 SYSTEM TROUBLE CONDITION 3 SMOKE DETECTOR 4 PULL STATION 5 DUCT DETECTOR 0 Without Comrnentis As Noted in Re Per The Attuned Letter Mae plans have been reviewed by The Tukwila Fire .t.ntivn Buret .� )r ccnforrnanc.e with current City ;ndards. Accept.)., 4; !,s subjec.= e.rrors and omissions which $:;;r violations of adopted .i,:Find rds and i' '?, ..;ri:...., . he :e;ponsiaiiity for the adequacy of �;atal!y with the designer. Additions; deletiom sion, to mese drawings after this date %Rio iK's':fa 'ST.; ct:E,pr .nc, ar:,d will require a resubrnittai f 5l bse-'.c?t.ent approval. Final accep'rarde i , -;uoject to field test and in5pectlon by The Tukwila Fire Prevention Bureau. Date: ��1By: 1....�� f Ehsu-e PS o►%dRd► . i CAtCti } w/break. 1144 Ziti�.e TUKWILA ;"IRE DEPARTMENT Man call 206-575-4407 and give this Fire Permit No Jj(,-F-o37 rind exact adct ss for shut- :- own or MS4ratiOn approval.) NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate rnust be presented to the Inspector prior to C arf li 'Jc.."eot:ance SITE MAP AREA OF WORK PAI FPI 192O16 TUKWILA FIRE GO {tb az tzt. CZ CZ tea at itft z 0 rn w SUBMITTAL DRAWINGS rg a H CD h 0 z 0 DWG BY: JS NG BY: CHK BY:JS APP BY: SCALE: AS NOTED DRAWING NUMBER: — REVISION: 1 OF DATE: 2-17-16 PAGE: FA -01 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. LEGEND ITEM 1 PART NUMBER 1 QTY. 1 DESCRIPTION FACP 1 SK5700 1 FIRE ALARM CONTROL PANEL (EXISTING) 2 12V7AH 2 12VDC 7.5AHR BATTERIES BPS 3 AL602ULADA 1 NOTIFICATION POWER SUPPLY 4 PC2R 6 HORN/STROBES (CEILING MOUNT) 5 PCR 4 STROBES (CEILING MOUNT) 1r1 6 SR 3 STROBES (WALL MOUNT) 7 P2R 1 HORN/STROBES (WALL MOUNT) P 8 SK—PULL—SA 1 PULL STATIONS 9 SK—DUCT 1 DUCT DETECTOR D L 0 Without Comrnentis As Noted in Re Per The Attuned Letter Mae plans have been reviewed by The Tukwila Fire .t.ntivn Buret .� )r ccnforrnanc.e with current City ;ndards. Accept.)., 4; !,s subjec.= e.rrors and omissions which $:;;r violations of adopted .i,:Find rds and i' '?, ..;ri:...., . he :e;ponsiaiiity for the adequacy of �;atal!y with the designer. Additions; deletiom sion, to mese drawings after this date %Rio iK's':fa 'ST.; ct:E,pr .nc, ar:,d will require a resubrnittai f 5l bse-'.c?t.ent approval. Final accep'rarde i , -;uoject to field test and in5pectlon by The Tukwila Fire Prevention Bureau. Date: ��1By: 1....�� f Ehsu-e PS o►%dRd► . i CAtCti } w/break. 1144 Ziti�.e TUKWILA ;"IRE DEPARTMENT Man call 206-575-4407 and give this Fire Permit No Jj(,-F-o37 rind exact adct ss for shut- :- own or MS4ratiOn approval.) NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate rnust be presented to the Inspector prior to C arf li 'Jc.."eot:ance SITE MAP AREA OF WORK PAI FPI 192O16 TUKWILA FIRE GO {tb az tzt. CZ CZ tea at itft z 0 rn w SUBMITTAL DRAWINGS rg a H CD h 0 z 0 DWG BY: JS NG BY: CHK BY:JS APP BY: SCALE: AS NOTED DRAWING NUMBER: — REVISION: 1 OF DATE: 2-17-16 PAGE: FA -01 VOLTAGI- D OCALCULATION INDENTIFIER CIRCUIT NAME SUPPLY VOLTAGE ALARM CURRENT WIRE TYPE OHMS 1000 F . NGT FEET TOTAL RESISTANCE LAST DEVICE\ VOLTAGE B1 NAC 1 24 VDC 1.050 A #14AWG SOLID 2.5 110 0.55 23.42 VDC B2 NAC 2 24 VDC 0.732 A #14AWG SOLID 2.5 68 0.34 23.75 VDC NOTIFICATION POWER SUPPLY TOTAL STANDBY CURRENT DRAW = 4 PC2R 6 HORN/STROBES (CEILING MOUNT) 5 PCR k ... White (Neutral) (PROVIDED BY OTHERS) I -CT I- I C A L- \ O T E S � 1. THE CONTROL PANEL REQUIRES 120 VAC, 50/60 HZ, 5 AMP MAX. POWER TO THE CENTRAL PANEL MUST BE A DEDICATED CIRCUIT W/LOCKING BREAKER BY OTHERS. 2. ANY EQUIPMENT LOCATION CHANGE FROM THAT SHOWN ON THE DRAWINGS REQUIRES PRIOR APPROVAL. WIRE RESISTANCE FOR DETECTION CIRCUITS MUST NOT EXCEED 20 OHMS (APPROXIMATELY 3000 FT. OF 18 AWG OR 7700 FT. OF 14 AWG WIRE). 3. DETECTOR, ALARM AND DISCHARGE CIRCUITS ARE SUPERVISED AND MUST BE CONNECTED AS SHOWN. NO PARALLEL CIRCUITS. 4. ALL LOW VOLTAGE SUPERVISORY WIRING FOR EACH ZONE MUST EE SHIELDED FROM ALL OTHER WIRING. 5. ALL CONTACTS ARE RATED AT 1.5 AMP, 120 VAC/28 VDC. 6. WIRE RANGE FOR TERMINALS IS 14 AWG TO 18 AWG. TWO WIRES ON THE SAME TERMINAL MUST NOT DIFFER BY MORE THAN TWO GAUGES. COMPLIANCE WITH ALL LOCAL WIRING CODES IS REQUIRED. 7. DO NOT CONNECT DISCHARGE DEVICES TO PANEL. SERVICE TECHNICIAN WILL DO TIE-INS AT FINAL CHECKOUT. 8. 120 VAC SUPPLY AND 24 VDC BATTERY STANDBY MUST BE DISCONNECTED BEFORE PERFORMING ANY TYPE OF SYSTEM MAINTENANCE. ALLOW 30 SECONDS AFTER POWER DISCONNECT BEFORE PERFORMING MAINTENANCE. 9. BATTERY STANDBY POWER IS PROVIDED FOR THIS SYSTEM. 1_0. END OF LINE RESISTORS ARE INCLUDED WITH THE PANEL. THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. ALARM CURRENT LEGEND ITEM I PART NUMBER _I QTY. 1 DESCRIPTION NAC CKT 2 (B2) 0.603A NAC CKT 3 FACP 1 SK5700 1 FIRE ALARM CONTROL PANEL (EXISTING) OA 2 12V7AH 2 12VDC 7.5AHR BATTERIES BPS 3 AL602ULADA 1 NOTIFICATION POWER SUPPLY TOTAL STANDBY CURRENT DRAW = 4 PC2R 6 HORN/STROBES (CEILING MOUNT) 5 PCR 4 STROBES (CEILING MOUNT) 1.530 AMPS 6 SR 3 STROBES (WALL MOUNT) IWI 7 P2R 1 HORN/STROBES (WALL MOUNT) P 8 SK -PULL -SA 1 PULL STATIONS 2.287 AH 9 SK -DUCT 1 DUCT DETECTOR D �. 32 15cd 5 INPUT SIGNAL FROM EXISTING CIRCUIT 31 30CD 15cd cnN) 2271- LLJ a) WLc) rN�� >- B LO rrAA Li 1.4.1�`.• LL LL • LL_ U) u-owo • W " ooCzz I0j 0� Oto 30CD INDENTIFIER WI �E GUIDI- DESCRIPTION WIRE TYPE A IN`s\ \\NN \\\\ 0v 15CD A SLC CIRCUIT E.O.L. 16/2 FPLP Bi 15CD B NOTIFICATION CIRCUIT 14/2 FPLP E.O.L. z J TAG DESCIPTIO\ TAG SYMBOL DESCRIPTION EXISTING DEVICE DEVICE TO BE RELOCATED A 75cc ID 3Occ 1 BATTERY CALCULATIONS (COMPONENTS ALARM CURRENT NAC CKT 1 (B1) 0.752A NAC CKT 2 (B2) 0.603A NAC CKT 3 OA NAC CKT 4 OA TOTAL 1.355A TOTAL STANDBY CURRENT DRAW = 0.090 AMPS X STANDBY TIME 24 HOURS STANDBY AMP HOUR TOTAL = 2.160 AH TOTAL ALARM CURRENT DRAW = 1.530 AMPS X ALARM TIME 0.083 HOURS ALARM AMP HOUR TOTAL = 0.127 AH STANDBY AMP -HOURS REQUIRED = 2.160 AH ALARM AMP -HOURS REQUIRED = 0.127 AH TOTAL AH REQUIRED = 2.287 AH X DE -RATING FACTOR 1.20 (20%) MINIMUM BATTERY SIZE NEEDED: 2.745 AH i 31 31 31 31 30cd / ///////////////////// ///// / ////// // //// /i ///////AV' / / /// / /// // DWG BY:JS '1 NG BY: SCALE: 1/4" = 1 D AWING DIRECTORY SHEET #: SHEET TITLE: FA -01 COVER SHEEI, 3ILL OF MAIERIALS AND GENERAL INFORMATION FA -02 DEVICE LAYOUT & SCHEMATIC BREVIATIONS CONSULTANTS PROJECT NAME: CORNER BAKERY FIRE ALARM TI 393 Stander BLVD. Tukwilla, WA 98188 FIRE ALARM SUPPLIER: NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 PHONE: (206)772-7502 WWW.NWFIRESYSTEMS.COM REFERENCES: NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE CODE UL -864 AND OTHER APPLICABLE STANDARDS COMPLETE FIRE PROTECTION SYSTEM, UL LISTED CONFORM TO REQUIREMENTS OF NFPA APPLICABLE SECTIONS THE AMERICAN DISABILITIES ACT (ADA) STANDARD MOUNTING HEIGHT DETAIL 1O MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. "T" BAR CEILING MAX. i() DIFFUSER DOOR OUTSIDE OF ROOM FIRE PANEL P NOT LESS THAN 3 —6" NOT MORE THAN 4'-6" 72" 1 BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR CORNER BAKERY FIRE ALARM TI 393 Strander :LVD. Tukwilla, wa 98188 REVISION: 1 AS -BUILT PLAN.' SCOPE OF WORK: NORTHWEST FIRE SYSTEMS WILL BE MODIFYING THE FIRE ALARM SYSTEM TO PROVIDE PROPER DETECTION AND NOTIFICATION OF THE SUITE. NOTIFICATION WILL BE INSTALLED THROUGH OUT SUITE. THE SUITE NOTIFICATION WILL BE POWERED BY A NEW POWER SUPPLY LOCATED WITH IN THE SUITE AND SUPERVISED/ACTIVATED BY AN EXISTING NOTIFICATION CIRCUIT. PULL STATIONS WILL BE INSTALL AT THE MAIN EXIT. ONE PULL STATION NEEDS TO BE RELOCATED DUE TO THE WALL BEING MOVED OUT 6 IN. ONE DUCT DETECTOR WILL BE INSTALLED FOR SUPERVISION OF THE NEW HVAC UNIT. CONDITION 1 STANDBY CONDITION 2 3 4 5 SYSTEM TROUBLE CONDITION SMOKE DETECTOR PULL STATION DUCT DETECTOR J SEQUENCE OF OPHATIO\S FACP FUNCTIONS N 7- c v � v � O • v O 2 j J L B 0 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. FACP FIRE ALARM CONTROL PANEL 1 ITEM AFF ABOVE FINISHED FLOOR DESCRIPTION B F= BELOW FINISHED FLOOR WP WEATHER PROOF SK5700 1 H/S HORN STROB E 2 12V7AH S SMOKE DETECTOR BPs 3 P MANUAL PULL NOTIFICATION POWER SUPPLY g< H HEAT DETECTOR 6 , HORN/STROBES (CEILING MOUNT) BPS B ROSTER POWER SUPPLY PCR 4 — SCM SUPERVISED CON1ROL MODULE 6 SR MMM MINI MONITOR MODULE rg< 7 LP LOW PRESSURE SWITC H P t SK—PULL—SA ) CONSULTANTS PROJECT NAME: CORNER BAKERY FIRE ALARM TI 393 Stander BLVD. Tukwilla, WA 98188 FIRE ALARM SUPPLIER: NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 PHONE: (206)772-7502 WWW.NWFIRESYSTEMS.COM REFERENCES: NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE CODE UL -864 AND OTHER APPLICABLE STANDARDS COMPLETE FIRE PROTECTION SYSTEM, UL LISTED CONFORM TO REQUIREMENTS OF NFPA APPLICABLE SECTIONS THE AMERICAN DISABILITIES ACT (ADA) STANDARD MOUNTING HEIGHT DETAIL 1O MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. "T" BAR CEILING MAX. i() DIFFUSER DOOR OUTSIDE OF ROOM FIRE PANEL P NOT LESS THAN 3 —6" NOT MORE THAN 4'-6" 72" 1 BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR CORNER BAKERY FIRE ALARM TI 393 Strander :LVD. Tukwilla, wa 98188 REVISION: 1 AS -BUILT PLAN.' SCOPE OF WORK: NORTHWEST FIRE SYSTEMS WILL BE MODIFYING THE FIRE ALARM SYSTEM TO PROVIDE PROPER DETECTION AND NOTIFICATION OF THE SUITE. NOTIFICATION WILL BE INSTALLED THROUGH OUT SUITE. THE SUITE NOTIFICATION WILL BE POWERED BY A NEW POWER SUPPLY LOCATED WITH IN THE SUITE AND SUPERVISED/ACTIVATED BY AN EXISTING NOTIFICATION CIRCUIT. PULL STATIONS WILL BE INSTALL AT THE MAIN EXIT. ONE PULL STATION NEEDS TO BE RELOCATED DUE TO THE WALL BEING MOVED OUT 6 IN. ONE DUCT DETECTOR WILL BE INSTALLED FOR SUPERVISION OF THE NEW HVAC UNIT. CONDITION 1 STANDBY CONDITION 2 3 4 5 SYSTEM TROUBLE CONDITION SMOKE DETECTOR PULL STATION DUCT DETECTOR J SEQUENCE OF OPHATIO\S FACP FUNCTIONS N 7- c v � v � O • v O 2 j J L B 0 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. LEGEND ITEM PART NUMBER QTY. DESCRIPTION FACP 1 SK5700 1 FIRE ALARM CONTROL PANEL (EXISTING) 2 12V7AH 2 12VDC 7.5AHR BATTERIES BPs 3 AL602ULADA 1 NOTIFICATION POWER SUPPLY g< 4 PC2R 6 , HORN/STROBES (CEILING MOUNT) 014 5 PCR 4 — STROBES (CEILING MOUNT) 1'1 6 SR 3 1 @ STROBES (WALL MOUNT) rg< 7 P2R HORN/STROBES (WALL MOUNT) P 8 SK—PULL—SA 1 s PULL STATIONS 9 SK—DUCT 1 DUCT DETECTOR _ ©p 10 SK—PHOTO 1 PHOTOELECTRIC SMOKE DETECTORS SITE MAP <d J ) LW CO CN ��Jou Wo -00 LLLiu LLJ i - Li- U)F- LI-=NWLO- CLZ • w ��CNzz LLJ (f) • N CC OHO CD ' 1 REVISION SUBMITTAL DRAWINGS cc) H 0 DWG BY: JS ENG BY: CHK BY: JS APP BY: - SCALE: AS NOTED DRAWING NUMBER: - REVISION: 1 1 0F 2 DATE: 2-17-16 PAGE: FA -01 VOLTAGE DRO'D CALCU LATI O\ ?INDENTIFIER CIRCUIT VOLTAGE CURRENT WIRE TYPE 1000SFT. (FEET) RESIOSTANCE L VOLTAGE E.N‘ B1 NAC 1 24 VDC 1.050 A #14AWG SOLID 2.5 110 0.55 23.42 VDC B2 NAC 2 24 VDC 0.732 A #14AWG SOLID 2.5 68 0.34 23.75 VDC TOTAL ALARM CURRENT DRAW = 1.530 AMPS X ALARM TIME 0.083 HOURS ALARM AMP HOUR TOTAL = 0.127 AH STANDBY AMP—HOURS REQUIRED = 2.160 AH 2 Blac Green (Grd) White (Neutral) (PROVIDED BY OTHERS) INPUT SIGNAL FROM EXISTING CIRCUIT WIRE GUIDE E.O.L. E.O.L. 30CD 15CD 15CD INDENTIFIER DESCRIPTION SLC CIRCUIT NOTIFICATION CIRCUIT WIRE TYPE 16/2 FPLP 14/2 FPLP TAG D ESC TAG SYMBOL DESCRIPTION II-)TIO\S EXISTING DEVICE DEVICE TO BE RELOCATED 2 BATTERY CALCULATIONS COMPONENTS SUBMITTAL DRAWINGS ALARM CURRENT NAC CKT 1 (B1) ITEM 1 0.752A NAC CKT 2 (B2) DESCRIPTION 0.603A NAC CKT 3 OA NAC CKT 4 FACP OA TOTAL 1 1.355A 2 12V7AH TOTAL STANDBY CURRENT DRAW = 0.090 AMPS X STANDBY TIME 24 HOURS STANDBY AMP HOUR TOTAL = 2.160 AH TOTAL ALARM CURRENT DRAW = 1.530 AMPS X ALARM TIME 0.083 HOURS ALARM AMP HOUR TOTAL = 0.127 AH STANDBY AMP—HOURS REQUIRED = 2.160 AH ALARM AMP—HOURS REQUIRED = 0.127 AH TOTAL AH REQUIRED = 2.287 AH X DE—RATING FACTOR 1.20 (20%) MINIMUM BATTERY SIZE NEEDED: 2.745 AH IN U I t: U. ELECTRICAL \OTES 1. THE CONTROL PANEL REQUIRES 120 VAC, 50/60 HZ, 5 AMP MAX. POWER TO THE CENTRAL PANEL MUST BE A DEDICATED CIRCUIT W/LOCKING BREAKER BY OTHERS. 2. ANY EQUIPMENT LOCATION CHANGE FROM THAT SHOWN ON THE DRAWINGS REQUIRES PRIOR APPROVAL. WIRE RESISTANCE FOR DETECTION CIRCUITS MUST NOT EXCEED 20 OHMS (APPROXIMATELY 3000 FT. OF 18 AWG OR 7700 FT. OF 14 AWG NIRE). 3. DETECTOR, ALARM AND DISCHARGE CIRCUITS ARE SUPERVISED AND MUST BE CONNECTED AS SHOWN. NO PARALLEL CIRCUITS. 4. ALL LOW VOLTAGE SUPERVISORY WIRING FOR EACH ZONE MUST BE SHIELDED FROM ALL OTHER WIRING. 5. ALL CONTACTS ARE RATED AT 1.5 AMP, 120 VAC/28 VDC. 6. WIRE RANGE FOR TERMINALS IS 14 AWG TO 18 AWG. TWO WIRES ON THE SAME TERMINAL MUST NOT DIFFER BY MORE THAN TWO GAUGES. COMPLIANCE WITH ALL LOCAL WIRING CODES IS REQUIRED. 7. DO NOT CONNECT DISCHARGE DEVICES TO PANEL. SERVICE TECHNICIAN WILL DO TIE-INS AT FINAL CHECKOUT. 8. 120 VAC SUPPLY AND 24 VDC BATTERY STANDBY MUST BE DISCONNECTED BEFORE PERFORMING ANY TYPE OF SYSTEM MAINTENANCE. ALLOW 30 SECONDS AFTER POWER DISCONNECT BEFORE PERFORMING MAINTENANCE. 9. BATTERY STANDBY POWER IS PROVIDED FOR THIS SYSTEM. \0. END OF LINE RESISTORS ARE INCLUDED WITH THE PANEL. II THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. SUBMITTAL DRAWINGS AS -BUILT LEGEND ITEM 1 PART NUMBER 1 QTY. 1 DESCRIPTION al �I� FACP 1 SK5700 1 FIRE ALARM CONTROL PANEL (EXISTING) 2 12V7AH 2 12VDC 7.5AHR BATTERIES BPs 3 AL602ULADA 1 NOTIFICATION POWER SUPPLY g< 4 PC2R 6 HORN/STROBES (CEILING MOUNT) 'ENG BY: — 5 PCR 4 STROBES (CEILING MOUNT) 11 6 SR 3 STROBES (WALL MOUNT) 7 P2R 1 HORN/STROBES (WALL MOUNT) P 8 SK—PULL—SA 1 PULL STATIONS 9 SK—DUCT _ 1 DUCT DETECTOR D ®P 10 SK—PHOTO 1 PHOTOELECTRIC SMOKE DETECTORS 115cc 32 31 5cc 0 w 15cd Nom\ \\\\ \\\\ ®\1 • 31 75cc 31 30cd E.O.L.31 31 31 3Occ /// / / 1////////////// ///////M. //// /////// SCALE: 1/4" = 1 ID .- co �mo if) r/)E---co OC • LI_ u-=owo cnoh,LL •W �zz LIoo��l (n • N CC OHO zh r z 0 H NW W SUBMITTAL DRAWINGS AS -BUILT w a I I al �I� A CO CO iI N d - Z O Y L [E] DWG BY:JS 'ENG BY: — CHK BY: JS APP BY: — SCALE: 1 /4" = 1' DRAWING NUMBER: - REVISION: 1 2OF 2 DATE: 2-17-16 PAGE: F A- 0 2 77 I— A OLS LManuo l PuliStation -,-for ---• ---- UCt Uetector Icter F(ov _ase S u t ' o v a I\\\/ e A \ 5-Z.ont- Tele. Terrnanei Boarc Ansul Fire SupD.Sys. Remote Annuhciator 24 X 36 PRINTED ON NO. 1000H CLEARPRINT H A. ZONFS ater Flow arnQer.. Annul N/CinuGi Pull Staton VAC Duct Detectors 1Ab F - Fri t7R L U.-- w I, a.e- 62- # \ 9 TFf-tJ a WiCLe_. -Tc eA.,1r'\ #_ J - i F { -` 1 V ILI F 1 From e-antroll:ri ovrl.C.., Oft. T -S -TAT Ni F., I v " SY X121 I`5 -, ta3_ac3 TwCU. AvV i 61.A. te rt t4 -To QcrsrCe.+ivt. ./Y1CT Tyi,,^,.vtL ACCEPTED WITHOUT COMMENTS. AS NOTED INRED.. ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE /_1/..-:201Y �d �.:.:. CITY OF TUKWILA. 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. £20 2— and exact address for shut= down or restoration approval. ZOORA SCALE: DATE: u 1990 APPROVED BY: 373 57-,PAA/P-7? DRAWN BY REVISED DRAWING NUMBER ti r' • • ZA, r • • J r -5 • 47, _MtTP "4 1 u 1999 x PAINTED ON NO. 100014 CLEARPRINT. SCALE DATE: OA - APPROVED BY: F; DRAWN BY REVISED - DRAWING NUMBS