Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 17275 SOUTHCENTER PKWY - SOUTHCENTER FOUR RETAIL BLDG - PERMITS AND PLANS
17275 SOUTHCENTER PKWY ASSOCIATED PERMITS 16-F-086 16-S-042 12-F-048 12-S-053 06-F-196 06-S-171 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 2623049063 Site Address: 17275 SOUTHCENTER PRKWY Suite Number: 160 Floor: 1 INDIGO URGENT CARE Tenant Name: New Tenant? ® - Yes ❑ - No Property Owner's Name: MULTICARE HEALTH SYSTEM PO BOX 5299 TACOMA WA Mailing Address: City State Zip 98415 CONTACT PERSON -if there are questions about the submittal. Name: DAVID MOW Day Telephone: 425 290 9600 FIRE PROTECTION INC Company Name: 1730 GIBSON ROAD EVERETT WA 98204 Mailing Address: City State Zip E-mail Address: Fax Number: 425 355 4546 Contractor's City of Tukwila Business License number: BUS 0993082 DAVID@FPISEATTLE.COM Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 2800 Scope of Work (please provide detailed information): ADD FIRE ALARM AUDIO / VISUAL NOTIFICATION PER PLAN TO THE EXISTING FIRE ALARM SYSTEM , RELOCATE EXISTING PULLSTATIONS PER PLAN 21 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OR : ' - UTHORIZED AG Signatur• /' VID MOW Print Na -: Plan Permit App.doc 4/20/16 Date: Day Telephone: 425 290 9600 8/22/14 TFD FP Form 8 4410% SITE LOCATION 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** King Co. Assessor's Tax No.: 2.(eZ3©4 ?o 3 Site Address: I - S $ Ce.,; -1 ( NcrKc Suite Number: I loc..) Floor: 15 - Tenant 5 Tenant Name: (J O 1 fn 0 "� \ Property Owner's Name: mA-Stio New Tenant? Yes ❑ - No Mailing Address: f l i 6. Co i;1 Sen 10:1-e.. 2 P.) 5-M&_ City CONTACT PERSON -if there are questions about the submittal. Name: Company Name: PcA,oci re- fro \-ea ) t Mailing Address: .2.101'1 '7o - 4 E-mail Address: c\d�0•ot ix-kr;vk-c.;rt 9fl €12 - State Zip Day Telephone: ZS? -L 1-t -?'4G-4 7-04.47t4"0,-. &/4 - 51P12'( City State Zip Fax Number: ZS; ^'1 Z 2 ^(oe� Total number of new/relocated devices or sprinkler heads: 3 cf Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): AOY,T /elaCole.- SPr, VV-Vcr$ acc- t e &w{ •f-. 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 OW ' , R AUTHORIZED AGENT: Signature: Print Name: i d1,•-- r to Date: L- - t{, Day Telephone: ZSj- `%Z4 - 229 v Plan Permit App.doc 1/2/13 TED EP Form 8 SITE LOCATION 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** King Co. Assessor's Tax No.: 747.304' 6 t(, 3 Site Address: 17Q5--- ,D/w,_ 74(0444-iVier / 11/4 Suite Number: 140 Floor: 1 New Tenant? El- Yes = No Tenant Name:3/-e-e)O T f^Gt�vt Property Owner's Name: /� ■ u Sia1f� �- �" �, 0 ' �jf C /� Mailing Address: 8`O3 3 W ' K I W I SSC. gJ 9) /I ywooci e- 4 City State Zip 9 pp 4h CONTACT PERSON -if there are questions/about the submittal. T Name: SIIGtyt42_ l I�?O�/),e .v P' Day Telephone: a5-3- i 6.2663 Company Name: S, 14/4"741 H-. �v' € .S-S%etbrS 'L 4C Mailing Address: 1 !C% G $Lrai A-. ... E. I e'/[O k- 4/4 C1992 y City State Zip E-mail Address: , ., - r 1LSu . ^v Fax Number: as S gy s _ a l (Q Valuation of Project (contractor's bid price): $ o?300 Scope of Work (please provide detailed information): Tat u i a' vati ; tot 'PO ad CII _ 14111164,, cvH: abia calc lw.c.7 2H7:eviroo.A.0,/LS 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ' R AUTHORIZED_:, T: Signature: /� Print Name: Stic' n 2 A4 Char 141. c/ -.9.--r Plan Permit App.doc Date: 3'A0-1 aZ Day Telephone: 3_a4le ace3 5.14/10 TFDFPForm 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Indigo 17275 Southcenter Py Suite 160 Permit No.: 16-S-042 Date: March 8, 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 1h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • 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 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, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sleep Train 17275 Southcenter Py Permit No.: 12-S-053 Date: March 26, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. I�215 SC Pkwy Silent Knight 5808 Fire Alarm Control Panel Amp -hours Q �,, F- 0.356 1 0.06495 LO N O O 0 N M O N CO O O V' 0) A- O 0 N c0 O CO CO O N 00 O 0.320 0 CO O 0 N O 0 N CO O 0 tt 0) 0 0.138 0.041 2.7891 Amp -hours Amp -hours M 0 Q N Q' Q 0.356 1 0.00433 1!) N O 0 O CO 0 [ 0.041 j O 0 0.320 -t a) a- O 0.041 O N Cr) O 0.080 N((00 O O — O O O O 0.138 0.041 Amps V LO 0.2341 (0 N O (0 O ti Standby: 1 Total co N O O O O N O O 0.234 For 24 Hours = For 5 Minutes= [ 20% Derating= 7 O L Q. E Q u) E Q N o 0.00050 O o a E Q Amps Total System Current Load: C CU7 -- am- (V '- N N c- 1- N- N 1- 't- I 0.234 c N Battery Pair to be Used: 112VDC [ Current Load: Device Type Main System Board Addressable Devices 15860 Remote Annunciator Signal Circuit (S1) AS-24MCWH 185CD H/S RSS-24MCW 15 CD ST AS-24MCW 110CD H/S Signal Circuit (S2) AS-24MCWH 185CD H/S AS-24MCW 110CD H/S RSS-24MCW 15 CD ST Signal Circuit (S3) AS-24MCWH 185CD H/S AS-24MCW 15CD H/S AS-24MCW 30CD H/S RSS-24MCW 15 CD ST AS-24MCW 110CD H/S Signal Circuit (S4) RSSWP-2475CD ST (WP) M B -G 10-24-R Total Panel Loads: 'Standby Current Load: Alarm Current Load: Voltage Drop o (0 n o,- w 0 O 1.737 0.343 1 o. 0.596 0.79 0.778 0) N-- Distance 400 400 0 0 h- 0 0 co Voltage Drop Chart for SC -4 Shell & Core Area Tenant A Tenant B Tenant C Ouside Bell & Storbe w V i(/)(/)U) a '- N M S4 Panel 1 FACP FACP cLo 00 QQ sc 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 SC -4 RETAIL JOB NO. TC6311 DATE 8/30/06 ADDRESS 17275 SOUTHCENTER PARKWAY BY BASSIONE VAN SOEST TUKWILA, WA SYSTEM DESIGNATION: DRY HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 : 1999 SPECIFIC RULING: RULING MADE BY: DENSITY: .15 OF GPM OVER THE MOST HYDRAULICALLY REMOTE ENTIRE AREA ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: DRY "C" FACTOR OVERHEAD : 100 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: 250 GPM GPM ADDED AT: CITY CONNECTION TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 93 F1 FR 5.6 SQUARE FEET TEMPERATURE: ORIFICE SIZE: 200 ° F 1/2" 8 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 9000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE CITY MODEL CITY OF TUKWILA AT THE SITE BASE OF RISER DEMAND 137.50 GPM REQUIRED AT 120.16 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 387.50 GPM REQUIRED AT 125.97 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CV N N O O rr= or 1111 i Imam "®i Mini= n ii'0 N O to 10 N O ISd NI 31:1f1SSald SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING DRY SYSTEM TC6311 ORDINARY HAZARD GROUP 1, .15/1950 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 9000.00 GPM CITY PRESSURE AVAILABLE AT 387.5 GPM 149.61 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 202 203 204 205 206 207 208 20.58 19.41 16.29 15.33 15.75 14.82 18.19 17.14 14.82 14.82 14.82 14.82 14.82 14.82 14.82 14.82 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 13.50 12.01 8.46 7.49 7.91 7.00 10.55 9.37 TOTAL WATER REQUIRED FOR SYSTEM 137.50 GPM OUTSIDE HOSE STREAMS AT 0 250.00 GPM TOTAL WATER REQUIREMENT 387.50 GPM PRESSURE REQUIRED AT 0 125.98 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 6 TO 8 18.26 FPS 08-30-2006 PAGE 1 SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING DRY SYSTEM TC6311 ORDINARY HAZARD GROUP 1, .15/1950 08-30-2006 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 205 206 1.049 L 8.67 C=100 PT 7.00 (206) Q 14.82 F=0 F 0.00 PE 0.00 BN T 8.67 0.1047 PF 0.91 22 205DQ 15.75 1.049 L 2.75 C=100 PT 7.91 (205) Q 30.57 F=0 F 0.00 PE 0.00 BN T 2.75 0.3998 PF 1.10 12 22 1.049 L 13.25 C=100 PT 9.01 ( 22) Q 30.57 F=T/E F 5.00 PE 5.74 NR T 18.25 0.3998 PF 7.30 PT 22.05 ( 12) 207 208 1.049 L 8.67 C=100 PT 9.37 (208) Q 17.14 F=0 F 0.00 PE 0.00 BN T 8.67 0.1370 PF 1.19 23 207DQ 18.19 1.049 L 2.75 C=100 PT 10.56 (207) Q 35.33 F=0 F 0.00 PE 0.00 BN T 2.75 0.5225 PF 1.44 13 23 1.049 L 7.25 C=100 PT 12.00 ( 23) Q 35.33 F=T/E F 5.00 PE 3.14 NR T 12.25 0.5225 PF 6.40 PT 21.54 ( 13) 203 204 1.049 L 8.67 C=100 PT 7.49 (204) Q 15.33 F=0 F 0.00 PE 0.00 BN T 8.67 0.1115 PF 0.97 21 203DQ 16.29 1.049 L 2.75 C=100 PT 8.46 (203) Q 31.61 F=0 F 0.00 PE 0.00 BN T 2.75 0.4253 PF 1.17 11 21 1.049 L 13.25 C=100 PT 9.63 ( 21) Q 31.61 F=T/E F 5.00 PE 5.74 NR T 18.25 0.4253 PF 7.76 PT 23.13 ( 11) 201 202 Q 19.41 20 201DQ 20.58 Q 39.98 1.049 L 8.67 C=100 PT 12.01 (202) F=0 F 0.00 PE 0.00 BN T 8.67 0.1724 PF 1.49 1.049 L 2.75 C=100 PT 13.50 (201) F=0 F 0.00 PE 0.00 BN T 2.75 0.6568 PF 1.81 SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING DRY SYSTEM TC6311 ORDINARY HAZARD GROUP 1, .15/1950 08-30-2006 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 20 1.049 L 7.25 C=100 PT 15.31 ( 20) Q 39.98 F=T/E F 5.00 PE 3.14 NR T 12.25 0.6568 PF 8.05 PT 26.50 ( 10) 12 13 1.754 L 12.04 C=100 PT 21.53 ( 13) Q 35.33 F=0 F 0.00 PE 0.00 FM T 12.04 0.0427 PF 0.51 11 12DQ 30.57 1.754 L 8.00 C=100 PT 22.04 ( 12) Q 65.90 F=0 F 0.00 PE 0.00 FM T 8.00 0.1354 PF 1.08 10 11DQ 31.61 1.754 L 12.04 C=100 PT 23.12 ( 11) Q 97.52 F=0 F 0.00 PE 0.00 FM T 12.04 0.2796 PF 3.37 8 10DQ 39.98 1.754 L 100.00 C=100 PT 26.49 ( 10) Q 137.50 F=E F 6.00 PE 0.43 FM T 106.00 0.5279 PF 55.96 6 8 1.754 L 25.00 C=100 PT 82.88 ( 8) Q 137.50 F=2E F 12.00 PE 1.30 FM T 37.00 0.5279 PF 19.53 5 6 2.229 L 21.00 C=100 PT 103.71 ( 6) Q 137.50 F=BFY,DPV,E F 24.00 PE 5.20 FR T 45.00 0.1643 PF 7.39 4 5 2.229 L 4.50 C=120 PT 116.30 ( 5) Q 137.50 F=T/E F 21.00 PE 0.87 FR T 25.50 0.1173 PF 2.99 3 4 4.316 L 1.00 C=120 PT 120.16 ( 4) Q 137.50 F=0 F 0.00 PE 0.43 FR T 1.00 0.0047 PF 0.00 2 3 4.095 L 280.00 C=140 PT 120.59 ( 3) Q 137.50 F=GV/5E F 48.00 PE 0.00 UN T 328.00 0.0046 PF 1.51 1 2 4.000 L 3.00 C=120 PT 122.10 ( 2) Q 137.50 F=DD1 F 0.00 PE 0.00 UN T 3.00 0.0068 PF 0.02 4" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 3.50 SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING DRY SYSTEM TC6311 ORDINARY HAZARD GROUP 1, .15/1950 Location From To 0 1 Flow Pipe in Size GPM IN 4.095 Q 137.50 UN Fittings Devices L F=T,GV F T Equiv Friction Length Loss Ft PSI/Ft 45.00 C=140 32.00 77.00 0.0046 08-30-2006 PAGE 4 Pressure Summary PSI PT 125.62 ( 1) PE 0.00 PF 0.35 PT 125.97 ( 0) - 4 RETAIL B ILD 1.1101 l ldda ATER PPLY DAT' iiY I'r•1gIi:Loi4Z11M11;1,t1:11AVI.::V1 SP1:LdW71-4-6:Y `3I . LT_1-1•TJTb— w 0 c7) cc a0 w Lo m C7 ¢o Dw J VI VIU Z (V uui III _ _ 1. 1 111 I 1i .1 . Finn ■ ism: , u...e..6'■'i■ :■■i=iu■■ii iaii■■■:ii..'■= Fre■n■■■� ■n ■ ■■■■■■ � ■n ' Ober n■■ ■ ■■ �—+ ■ 1_ Ip r f uiuu u ; ilia s 1II uu J I i a r t { � _i i_. 1 ■ ■■ ■ 1.11.1„..... i HE u■■■■■■■■■■■■n■■■■■■■■■■■■■■ L I••u i u -,_•i■ �i u ilu=lf� o_ UrIl IIi 1� 11 IHUI +I IluIul11 11 11� :IIIllillllll MMI IF 11 it11 I1 Iiii11111iililuiiiiilllilil 1I INN'=IH!III!iIIHIIhUhII1I1HhIIIIHHHhINHhIhIIII1! i ... I I 111111 Ii11111 111 11111111 Ilili111111111i11111111u1 Iu1 I 11 1 _I IIIIIIl11IlIl �111M �u iiiiiiuliiiiuiliullll1111111i.i111111iu1 iii ' dmiil mii I III fi _ �� .....1. �n�il�n�� N�IInIII i 1m Pi111111 IIIHIIHHIIOIHIH WIN u Iu N11 iiiiiiiiuiiIuiilll'llliiflulilulliu I' ' 1 c IIIIIIUIHVIII II1IINUI=11 II IIUHI u HII 1 ■ ■ ■■■1111■■■n ■ ■■■■■ui 1■■■■■ ■■ n■■■n■ ■ ■■+. ■n■■■ ■ ■ n■ n■n■■ ■■n■�n■■■■n■■ �■n■■■■■■■■■■■n■■■■■■■ G _ IINIuii i Iiia I� uiuuii III lII I1 IOU ■ n ■■n■ ■ ■■nn ■■■ ■■■ ■ ■ "i ■ 1111 ■n in■■ ■ ■ ■n•■■ U ■ 11i 1 ' 1111 li 11111 11111 11 Iil II 11 Iu11i 111111 II 11111N111iN11 �i i� n_pi m iumiiiHHIIIIui p iiuIuuIIijfliimu b,iHiu • 1■ ■■■ pm ■■�1 ■■■■■■■ .11.1•••1 ■ ■n■■■■■■ ■■■■n■■n■■■Gii■■■■..■■■n!1! ■ ■■■_Ii mom 1■■iii■� ■■ ■ ■■ " ■ ■ ••••••l■■■ ■■:II ■ `;lu■ ■i" III kik ilii ■. ■■■ ui'1 .■■ ■■. ■■ 1 11 1 111111 1' IIIIII� p Iuii IIIilhI I I INhI IUI 1 IIIH_' iiiiul b11111ii 11 I- •.:• dumb rum II Iii1Iiuiiiihi i it lullulll�l 1 1 u u ullull 1 •1 1111■■ ■ ■ ■ut■ �i HM ■ ■ 1111 ■ iu■�■�n■■■n■■■■m■■�■a■■■e■■ ■■ m ■ ►�■■ 1111 ■C ■s ■■■ ■■s ■■s � ■ ■ ■ ■■■■n■■■■■■■■n ■■■■■■■■■■ ■■■■■■■■■ `! PPI _ i it iIA!I1U 1 � ®!f ihl®i1lUmIlli111muramh1In�hIml .l z 0 J L ei 2 w warg:in Tom:. N N ISd NI 2 lf1SS3bid 0 N -X d 0 z W J 0 C0 515 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 SC -4 RETAIL JOB NO. TC6311 DATE 8/30/06 ADDRESS 17275 SOUTHCENT PARKWAY BY BASSIONE VAN SOEST TUKWILA, WA SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: ORDINARY GROUP II HAZARD CLASS PER NFPA 13 : 1999 SPECIFIC RULING: RULING MADE BY: DENSITY: .20 OF GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: VIKING MODEL: K -FACTOR: 250 GPM GPM ADDED AT: CITY CONNECTION TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 77 "C" FACTOR UNDERGROUND : 140 256 VK572 14.0 SQUARE FEET TEMPERATURE: 155 ° F ORIFICE SIZE: 14.0K WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 9000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE CITY MODEL CITY OF TUKWILA AT THE SITE BASE OF RISER DEMAND 436.03 GPM REQUIRED AT 58.29 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 686.03 GPM REQUIRED AT 78.34 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING WET SYSTEM ORDINARY HAZARD GROUP II .20/1500 TC6311 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI © 9000.00 GPM CITY PRESSURE AVAILABLE AT 686.0 GPM 148.89 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 202 203 204 205 206 207 208 56.46 53.21 51.64 51.20 59.36 55.97 54.32 53.86 51.20 51.20 51.20 51.20 51.20 51.20 51.20 51.20 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 105 TO 205 16.26 14.44 13.61 13.37 17.98 15.98 15.06 14.80 436.03 GPM 250.00 GPM 686.03 GPM 78.34 PSI 0.00 PSI 22.04 FPS 08-30-2006 PAGE 1 SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING WET SYSTEM ORDINARY HAZARD GROUP II .20/1500 TC6311 08-30-2006 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 104 204 1.049 L 1.00 C=120 PT 13.37 (204) Q 51.20 F=T F 5.00 PE -0.43 DR T 6.00 0.7407 PF 4.44 103 104 2.229 L 16.00 C=120 PT 17.38 (104) Q 51.20 F=0 F 0.00 PE 0.00 BN T 16.00 0.0189 PF 0.30 PT 17.68 (103) 108 208 1.049 L 1.00 C=120 PT 14.80 (208) Q 53.86 F=T F 5.00 PE -0.43 DR T 6.00 0.8136 PF 4.88 107 108 2.229 L 16.00 C=120 PT 19.25 (108) Q 53.86 F=0 F 0.00 PE 0.00 BN T 16.00 0.0207 PF 0.33 PT 19.58 (107) 107 207 1.049 L 1.00 C=120 PT 15.06 (207) Q 54.32 F=T F 5.00 PE -0.43 DR T 6.00 0.8265 PF 4.96 106 107DQ 53.86 2.229 L 16.00 C=120 PT 19.59 (107) Q 108.19 F=0 F 0.00 PE 0.00 BN T 16.00 0.0753 PF 1.20 PT 20.79 (106) 106 206 1.049 L 1.00 C=120 PT 15.98 (206) Q 55.97 F=T F 5.00 PE -0.43 DR T 6.00 0.8732 PF 5.24 105 106DQ 108.19 2.229 L 16.00 C=120 PT 20.79 (106) Q 164.15 F=0 F 0.00 PE 0.00 BN T 16.00 0.1628 PF 2.60 PT 23.39 (105) 105 205 1.049 L 1.00 C=120 PT 17.98 (205) Q 59.36 F=T F 5.00 PE -0.43 DR T 6.00 0.9739 PF 5.84 11 105DQ 164.15 2.229 L 31.00 C=120 PT 23.39 (105) Q 223.52 F=0 F 0.00 PE 0.00 BN T 31.00 0.2881 PF 8.93 PT 32.32 ( 11) 103 203 1.049 L 1.00 C=120 PT 13.61 (203) Q 51.64 F=T F 5.00 PE -0.43 DR T 6.00 0.7525 PF 4.51 SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING WET SYSTEM ORDINARY HAZARD GROUP II .20/1500 TC6311 08-30-2006 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 102 103DQ 51.20 2.229 L 16.00 C=120 PT 17.69 (103) Q 102.84 F=0 F 0.00 PE 0.00 BN T 16.00 0.0685 PF 1.10 PT 18.79 (102) 102 202 1.049 L 1.00 C=120 PT 14.44 (202) Q 53.21 F=T F 5.00 PE -0.43 DR T 6.00 0.7953 PF 4.77 101 102DQ 102.84 2.229 L 16.00 C=120 PT 18.78 (102) Q 156.05 F=0 F 0.00 PE 0.00 BN T 16.00 0.1482 PF 2.37 PT 21.15 (101) 101 201 1.049 L 1.00 C=120 PT 16.26 (201) Q 56.46 F=T F 5.00 PE -0.43 DR T 6.00 0.8875 PF 5.32 10 101DQ 156.05 2.229 L 31.00 C=120 PT 21.15 (101) Q 212.51 F=T F 14.00 PE 0.00 BN T 45.00 0.2624 PF 11.81 PT 32.96 ( 10) 10 11 3.342 L 16.00 C=120 PT 32.32 ( 11) Q 223.52 F=0 F 0.00 PE 0.00 FM T 16.00 0.0401 PF 0.64 6 10DQ 212.51 3.342 L 112.00 C=120 PT 32.96 ( 10) Q 436.03 F=E F 11.00 PE 0.00 FM T 123.00 0.1380 PF 16.97 5 6 3.342 L 10.50 C=120 PT 49.93 ( 6) Q 436.03 F=GV,E F 13.00 PE 4.55 FR T 23.50 0.1380 PF 3.24 4 5 3.342 L 1.00 C=120 PT 57.72 ( 5) Q 436.03 F=0 F 0.00 PE 0.43 FR T 1.00 0.1380 PF 0.14 3 4 4.316 L 1.00 C=120 PT 58.29 ( 4) Q 436.03 F=0 F 0.00 PE 0.43 FR T 1.00 0.0397 PF 0.04 2 3 4.095 L 280.00 C=140 PT 58.76 ( 3) Q 436.03 F=GV/5E F 48.00 PE 0.00 UN T 328.00 0.0386 PF 12.66 SUBMITTAL SERIAL NO:2244HY1 SC -4 RETAIL BUILDING WET SYSTEM ORDINARY HAZARD GROUP II .20/1500 TC6311 08-30-2006 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 1 2 4.000 L 3.00 C=120 PT 71.42 ( 2) Q 436.03 F=DD1 F 0.00 PE 0.00 UN T 3.00 0.0575 PF 0.17 4" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 3.78 0 1 4.095 Q 436.03 UN L 45.00 C=140 PT 75.37 ( 1) F=T,GV F 32.00 PE 0.00 T 77.00 0.0386 PF 2.97 PT 78.34 ( 0) ACC.EPTE Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for ccnforn iin.ce with current city standards. Acceptance is tiahje:.t to errors and omissions which do not authorize violations of adopted stanaards 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 Fire Prevention Bureau. Date: / -S o By: Provi/ a veder-Fho4t• p- yv-t5 FF Or I'UKW:LA FIRE DEPARTMENYJ Please call: 575=4407, --- and give this job No. OCPcS/7% and exact address for shut; town or restoration approval; FILE EXSISTING BUILDING 1 SC -4 RETAIL BUILDING TYPE: VB - SPRINKLERED OCCUPANCY: RETAIL FF ELEV: 27 FT 4" FLANGE @ 6" AFF SFS START POINT L EMI C11= C1=2 C=2 M=1 =1=1 NAM= 1=1 1=1 =4" = SITE PLAN SYMBOLS // / �r / //'r Irl # it ///1 7r /11 i rl //'l ii / // %/ II li _074_ NEW UNDERGROUND BY OTHERS EXISTING UNDERGROUND EXISTING FIRE HYDRANT NEW YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX NEW TWO WAY FIRE DEPARTMENT CONNECTION 2 (O M 0 W fY EXSISTI NG TONY ROMA'S RESTAURANT SITE PLAN 0 10 20 30 40 50 M 111 NI- - r • • IC 2- IN t MI SCALE 1" = 20' 8x8x16 CMU 8x12x16 CMU 4" DDCVA IN VAULT z cc w O21 15 150 01 }r CI IW z U I= I § 0I N WATER SUPPLY INFORMATION / STATIC 150 PSI / RESIDUAL 20 PSI FLOWING 9000 GPM LOCATION OF TEST AT SITE DATE OF TEST 8/12/06 DATA SUPPLIED BY CITY OF TUKWILA ELEV. OF FLOW TEST: SAME AS SITE STANDING SEAM METAL ROOF • OVER 2 LAYERS 3/4" PLYWOOD CAP METAL SIDING W/ CLOSURE STRIP AT EACH END OVER 5/8" PLYWOOD SHEATHING OVER METAL FRAMING SLOPE: 1/4" PER FOOT ,1 • 1 11 .177 CLASS "A" B.U. ROOF W/ MINERAL CAP SHEET \ OVER SHEATHING OVER R-21 RIGID INSULATION - OVER 22 GA. METAL DECK ON 30" STEEL BAR JOISTS R-13 BATT. INSULATION STUCCO FINISH OVER METAL LATHE OVER 2 LAYERS'TYVEK" COMMERCIAL WRAP OVER 5/8" DENS GLAS GOLD SHEATHING LAY -IN SUSPENDED ACOUSTICAL TILE SLAB ON GRADE N BUILDING SECTION (1[- NTS 1 � HANGER LEGEND SPRINKLER LEGEND SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLER FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE ABBREVIATIONS TEMP. RATING QUANTITY AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 0 CV Lo FLANGE LOCATION PLAN 0 2 4 SCALE 1/2"=1'-0" 1 '•(DRY)O 15'-10" 2 AFF IL 0 CV 0 L) (1) PIPE STAND 4x3" /GRV. REDE CONCRETE OVEI2V - RIGID FOAM `r SFS START POINT 13'-0" AFF 1• 0 c? c� 0 6 \ 0-0'40414 FF 4" SUPPLY PIPING BY OTHERS RISER DETAIL FACING WEST 0 2 4 SCALE 1/2" = l' -O" NOTES: 1. 2" ANNULAR SPACE REQUIRED AROUND PIPE WHERE PASSING THROUGH CONCRETE SLAB. 2. PIPE ALL DRAINS TO SAFE DISCHARGE OUSTIDE. RISER EQUIPMENT ITEM 1 2 3 4 5 6 7 8 QTY. SIZE DESCRIPTION 1 3" WATER FLOW SWITCH 1 1.25" TEST AND MAIN DRAIN 1 1/4" WATER PRESSURE GAUGE 1 3" BUTTERFLY VALVE 1 2" VIC QUICK RISER W/ TRIM 1 DRY PIPE VALVE 1 BUTTERFLY VALVE W/ TAMPER SWITCH 1 1/2" AIR MAINTENANCE DEVICE 1 1/2" PRESSURE SWITCH - HIGH/LOW AIR 1 1/2" PRESSURE SWITCH - ALARM 1 90 GAL. AIR COMPRESSOR (1/6 HP, 115-60-1) 1 10" ELECTRIC BELL 1 12 SPARE HEAD CABINET CONTAINING THE FOLLOWING: RELIABLE MANUFACTURER POTTER ELECTRIC AGF VIKING KENNEDY VICTAULIC GAST MODEL # VSR-F 1000 01934A 01G 756 1 LLA-46S-M100GK POTTER ELECTRIC PBD24-10 SPARE SPRINKLERS & WRENCHES MANUFACTURER TYPE MODEL AD "NS FINISH KFACTOR THREAD SIZE TEMP. RATING QUANTITY VIKING REC-SSP VK572 WHITE 14.0 3/4" 155 3 RELIABLE SSP F1FR CHROME 5.6 1/2" 165 1 RELIABLE SSU F1FR BRASS 5.6 1/2" 200 2 RELIABLE MODEL D SPRINKLER WRENCH 1.754 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 1 RELIABLE MODEL RC1 SPRINKLER WRENCH 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 3.456 1 VIKING MODEL 07297W/B SPRINKLER WRENCH EDDY FLOW 0.083 2.729 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 1 A-4 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 WEIGHT OF WATER/PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 1.817 0.097 1 1/2 EDDY FLOW 0.083 1.754 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 3.456 0.202 2 1/2 EDDY FLOW 0.083 2.729 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 4.734 0.303 3 EDDY FLOW 0.090 3.342 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 6.526 0.458 4 EDDY FLOW 0.101 4.316 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 17.800 1.144 6 10 0.134 6.357 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 23.030 1.649 8 10 0.188 8.249 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( III) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL PROVIDE ONE WET PIPE SPRINKLER SYSTEM TO PROTECT THE HEATED INTERIOR OF THE BUILDING AND ONE DRY PIPE SPRINKLER SYSTEM TO PROTECT THE BUILT-UP ENCLOSURE ON THE ROOF. SFS WILL BEGIN WORK INSIDE AT A 4" FLANGE LEFT BY OTHERS. CLARIFICATIONS 1) ALL AREAS PROTECTED BY THE WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING. 2) THE AREA ABOVE THE CEILINGS IS A CONCRETE AND STEEL NONCOMBUSTIBLE VOID SPACE AND DOES NOT REQUIRE SPRINKLER PROTECTION (PER NFPA 13, 1999 5-13.1.1,8). EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING OF ANY KIND. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 4. ALL UNDERGROUND WORK. DESIGN CRITERIA PER NFPA 13 - (1999) EDITION AND CITY OF TUKWILA. RETAIL AREA ORDINARY HAZARD GP II .20 GPM / SQ. FT. OVER 1500 SQ. FT. 12 FT. MAXIMUM STORAGE HEIGHT & NO RACK STORAGE OF CLASS IV COMMODOTIES OVER 10 FT. ROOF CANOPY ORDINARY HAZARD GP I .15 GPM / SQ. FT. OVER ENTIRE AREA WET SYSTEM NO. 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS WET SYSTEM 16,193 77 TOTAL: 16,193 77 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 436.03 GPM AT 58.29 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 686.03 GPM AT 78.34 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) DRY SYSTEM NO. 2 AREA DESCRIPTION ROOF ENCLOSURE TOTAL: AREA SQ. FOOTAGE 756 NUMBER OF SPRINKLERS 8 756 8 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1950 SQUARE FEET DEMAND AT BASE OF RISER 137.50 GPM AT 120.16 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 387.50 GPM AT 125.97 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 37 GALLONS SYMBOL LEGEND REVISIONS BOD 0 III I' 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 COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH SC -4 LLC 117 EAST LOUISA STREET SUITE 203 SEATTLE, WA 98102 PROJECT MANAGER : BRAD DECKER PHONE : 206-545-4964 FAX : 206-545-4952 SUPERINTENDENT : MIKE SHEPPARD PHONE : 206-228-7316 FAX : Ste, Inc, to Gertlficef Level III y� Michael Brauhn 391 1-6071 (p - ig a re • 'ate " mei OA 3�j� �� ease `a// 0 fBo,�+71 on SPIT" ••• e‘ e‘ through Decd ryo CERTIFICATE OFC PETENCY STAMP 47 SITE PLAN KEY PLAN SEP - 1 2006 Tuk(c"vi: . Fire Z /f /0279 SMITH FIRE SYSTEMS, INC. 5. Sr 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 - 1880 FAX: ( 253) 926 - 2350 SC -4 RETAIL BUILDING 17275 SOUTHCENTER PKWY TUKWILA, WA DESIGNER DATE SHEET JOB NO. VAN SOEST 8/30/06 1 OF 3 TC6311 d �S _SZ7Z./ 1 0 0ZD T RED r0 c+� I` v� • 16 -� T R F HATC jam_ OPEN TO =' ABOVE OF JOIST =UMW,a-- 9'-0" CH 12:21 WOMEN 13'-0" STORAGE MEN 9'-0" CH RED r iiariraoriirroi�IA'. i.orri,2AVZ4iirrororaiiarioorrrirri,�rirr000iioroimioirrrrrrrarioioioiioriiooioiiiiiim.��irriiiooiioiioA..% iorrriioiioioioiiiiiorioiiora oiaiiooiiior.��rrirrariiirmioA ii 1 C� .: m m r• m! m 0 r,ca m cfl i rIi N N N N I 47.5TB HANGING FROM SIDE OF BAR -JOIST 9'-0" CH JANITOR 54TB 0) 36G 7N 11. 36G 7N 10.5K GIRDER c) 59.5TB RETAIL .PACE 2 1-3_ 8_6 • 5 6 2=0 ' I 36G 7N 1,1.5K GIRDER -X13'-0" 36G 7N 11.5K GIRDER HYDRAULICALLY DENSITY: .20 SYSTEM DEMAND ( INCLUDING 0 MOST DEMANDING AREA: SYS# 1 GPM OVER 1500 SQUARE FEET AT BOR: 436.03 GPM AT 58.29 PSI GPM FOR INSIDE HOSE STREAMS ) 2-6 J 12-9 2 II 0 1,-3 8-6m 76.5TB WALL LEGEND tiT' L1�L .L '-+114 2 HOUR RATED DEMISING WALL (FULL HEIGHT) CMU BLOCK WALL 1 HOUR RATED WALL (NOT FULL HEIGHT) HANGER LEGEND SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET MANUFACTURER VIKING RELIABLE RELIABLE SPRINKLER PLAN 0 6 6 ,z 12 SPRINKLER LEGEND THREAD SIZE 3/4" 1/2" 1/2" S.I.N. TYPE MODEL SPRINKLER FINISH VK572 REC PEND VK572 WHITE R3615 2 -PC 401 F1 FR CHROME R3625 SSU F1 FR BRZ 1 1E1111 011111111 III= MINIM 1E11111 Milli SCALE 3/16"=1'-0" z ABBREVIATIONS ESCUTCHEON FINISH WHITE CHROME ORIFICE SIZE 14.0K 5.6K 1/2" TEMP. RATING 155° 155° 155° AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO SYMBOL LEGEND REVISIONS CONTRACT WITH TOP CHORD OF BAR JOIST (2) TOLCO FIG.980 2 SWIVEL END (2)1 (5-6)SCH4O1 BRACE PIPE (2) TOLCO FIG. 980 SWIVEL END 1 ( 2 ) TOLCO FIG. 4/4A PIPE CLAMP 4 -WAY BRACE 1 CMU BLOCK WALL \ (2) 1/2" x 5" HILTI KWIK BOLT (4 1/2" MINIMUM EMBED) (2) TOLCO FIG 980 SWIVEL END ( 2 ) TOLCO FIG. 1001 TOP CHORD OF BAR JOIST —\ TOLCO FIG. 825 BAR,— JOIST ATTACHMENT TOLCO FIG.980 SWIVEL END 1.25" ( 10-6 ) SCH 40 BRACE PIPE TOLCO FIG. 4L PIPE CLAMP 45° - 59° FROM VERTICAL LONGITUDINAL BRACE 3 (2) 1/2" NUT & STD. WASHER (2) 2" SQAURE WASHER (1) 1/2" x 6" ATR 1.25(10'-6") SCH 40 BRACE PIPE (2) 1" x (3-6) SCH 40 BRACE PIPE (2) 1" MIN EXCESS PIPE 4 -WAY BRACE 2 TOP CHORD OF BAR JOIST 8" RETAINER STRAP GRINNELL FIG 92 3/8" BEAM CLAMP 3/8" ATR HANGER RING L 1 TOP CHORD OF BAR JOIST i METAL DECK GRINNELL FIG 92 3/8" BEAM CLAMP W/ 8" RETAINING STRAP — — 3/8" ATR HANGER RING HANGER DETAIL 'TB' r METAL DECK (2) 1"x1/4"7 TEK SCREW TOLCO FIG. 78 3/8" CEILING PLATE 3/8" ATR HANGER RING OETAIL HANGER 'CF' FITTER / LISTER NOTES TOP CHORD OF BAR JOIST „r TOLCO FIG. 980 SWIVEL END 45° MINIMUM FROM VERTICAL TOLCO FIG. 1001 SWAY BRACE ATTACHMENT 2" MIN. EXCESS PIPE THROUGH CLAMP LATERAL BRACE 4 BOTTOM CHORD OF BAR JOIST 8" RETAINER STRAP GRINNELL FIG. 92 3/8" BEAM CLAMP 3/8" ATR HANGER RING HANGER DETAIL 'TB1' (2) 1/4"x1"TEK SCREW TOLCO FIG. 5 SIDE BEAM B HANGER RING _.- METAL ROOFING ON 3/4" PLYWOOD ON METAL ROOF TRUSS HANGER DETAIL 'SB' 1. ALL BRANCHLINE HANGERS TO BE TYPE 'TB' UNO. 2. ALL DROPS TO BE 1(0-9) UNO. 3. ALL FIRESTOPPING TO BE DONE BY OTHERS. 4. ALL PIPE ELEVATIONS TO BE 13'-0" AFF TYPICAL. 5. ALL BRANHLINE HANGERS TO BE INSTALLED WITH SURGE CLIP. 6. ALL ACOUSTICAL TILE CEILINGS TO BE 12-0" AFF. SPRINKLER PLAN ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 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 REASON FOR REVISION TOTAL THIS SHEET ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES O HYDRAULIC CALCULATION NODE 19 FLEXIBLE COUPLING II RIGID COUPLING SC -4 LLC 117 EAST LOUISA STREET SUITE 203 SEATTLE, WA 98102 PROJECT MANAGER : BRAD DECKER PHONE : 206-545-4964 FAX : 206-545-4952 SUPERINTENDENT : MIKE SHEPPARD PHONE : 206-228-7316 FAX: rough Dec' Sr 5' SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 - 1880 FAX: ( 253) 926 - 2;,50 SC -4 RETAIL BUILDING 17275 SOUTHCENTER PKWY TUKWI LA, WA DESIGNER JOB NO. CERTIFICATE OF COMPETENCY STAMP KEY PLAN VAN SOEST 8/30/06 TC6311 43'-0" Mao MEI r� MEI Mal re. 1161 - 16K BAR JOIST - MEN WOMEN 36G 7N 11.5K BAR JOIST RETAIL SPACE 30K BAR JOIST 36G 7N 11.5K BAR JOIST - 30K BAR JOIST 7 -'7'7 -1 -'1 -"`T -r HANGER LEGEND 4'-11" CL OF FLANGE 0'-3" CL OF MAIN 5'-5.5" 12-1" 40'-3.5" 7'-11.5" 12'-1" l-1 J l_i_ _1J F HATCH C -H 0 m, co 0 Q Y BLUE 0 co BLUE MEN 6 \\--21x \ r `2x1.5RC WOMEN N 9 N BLUE BLUE 111 0 N 0 N u 9 i f N BOD BLUE BOD �l 30K BAR C0 N N w w 5-8.5 1� T ("V 12SB 0' STORAGE 36G 7N 10.5K BAR JOIST RETAIL SPACE 36G 7N 11K BAR JOIST BLUE O 201 12SB 0 0202) Ste rml 121 '1 5 6-6 0> cu 12SB 203 \-\ N\- 12SB 204 30K BAR JOIST BLUE ®® w STORAGE 30K BAR JOIST ai N 12SB (205) 12SB (206) :ice Z l7 O 30K 30K BAR JOIST 36G 7N 11.5K BAR JOIST 36G 7N 11.5K BAR JOIST RETAIL SPACE HYDRAULICALLY MOST DEMANDING AREA: SYS# 2 DENSITY: .15 GPM OVER ENTIRE AREA SYSTEM DEMAND AT BOR: 137.50 GPM AT1120.16 PSI ( INCLUDING 0 GPM ;FOR INSIDE HOSE STREAMS ) 12-1 as 0-6 6-3 1/ TXN 12SB 12SB (208) • 6'-1" DRY SYSTEM 0 6 12 11 MOM MEM 1=1 MEI SCALE 3/16"=1'-0" SPRINKLER LEGEND TB TB1 CF SB SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET MANUFACTURER( RELIABLE R3625 TYPE SSU MODEL F1 FR SPRINKLER FINISH BRZ C�= ESCUTCHEON FINISH BRZ ORIFICE SIZE 5.6K THREAD SIZE TEMP. RATING 200° I. . I .1.. 1, L. I_. 1. 1. _ L 6'-1" ABBREVIATIONS AFF BOB BOD BOJ BOP ROT GTS FO IFOW OFOW NAS UNO INSPECTORS TEST TO DRAIN ONTO ROOF SEE DETAIL' EMMIM SYMBOL LEGEND HALL WOMEN MEN Ell JAN. ME RIM cn O' Cr -i 0 M 30K BAR JOIST r. • r. r. r. r. =1 Me REVISIONS TOP CHORD OF BAR JOIST (2) TOLCO FIG.980 SWIVEL END ( 2 ) 1 (5-6)SCH 40 BRACE PIPE (2) TOLCO FIG. 980 SWIVEL END ( 2 ) TOLCO FIG. 4/4A PIPE CLAMP 4 -WAY BRACE 1 (TOP) 2" TAPPED SQUARE WASHER TO 1/2" x 5" ATR TO 2" SQUARE WASHER TO 1/2" NUT W/ STD. WASHER TOP CHORD OF BAR JOIST TOLCO FIG. 980 SWIVEL END 45° - 59° FROM VERTICAL 1"( 7-0) SCH 40 BRACE PIPE TOLCO FIG. 4L PIPE CLAMP LONGITUDINAL BRACE 7 TOP CHORD OF BAR JOIST 8" RETAINER STRAP GRINNELL FIG 92 3/8" BEAM CLAMP 3/8" ATR HANGER RING TOP CHORD OF BAR JOIST f r METAL DECK LI -A\ ISI TOP CHORD OF BAR JOIST TOLCO FIG. 825 BAR JOIST ATTACHMENT TOLCO FIG.980 SWIVEL END 1"( 7-0) SCH 40 BRACE PIPE 45° - 59° FROM VERTICAL Q TOLCO FIG. 4L PIPE CLAMP LONGITUDINAL BRACE 5 (2) 1/2" NUT & STD. WASHER (2) 2" SQAURE WASHER (1) 1/2" x 6" ATR 1"( 7-0) SCH 40 BRACE PIPE GRINNELL FIG 92 3/8" BEAM CLAMP W/ 8" RETAINING STRAP 3/8" ATR HANGER RING HANGER DETAIL 'TB' r METAL DECK (2) 1" x 1/4" TEK SCREW TOLCO FIG. 78 3/8" CEILING PLATE 3/8" ATR HANGER RING HANGER DETAIL 'CF' FITTER / LISTER NOTES 1. ALL BRANCHLINE HANGERS TO BE TYPE '14 TB'. 2. FOR DRY SYSTEM, SLOPE MAINS 1/4" PER 10'-0" AND BRANCHLINES 1/2" PER 10'-0" TO LOW POINT DRAIN. CONTRACT WITH TOP CHORD OF BAR JOIST TOLCO FIG. 980 SWIVEL END 60° MINIMUM FROM VERTICAL TOLCO FIG. 1001 SWAY BRACE ATTACHMENT 2" MIN. EXCESS PIPE THROUGH CLAMP LATERAL BRACE 6 BOTTOM CHORD OF BAR JOIST 8" RETAINER STRAP GRINNELL FIG. 92 3/8" BEAM CLAMP 3/8" ATR HANGER RING HANGER DETAIL 'TBl' (2) 1/4" x 1" TEK SCREW TOLCO FIG. 5 SIDE BEAM BR 6" HANGER RING - — METAL ROOFING ON 3/4" PLYWOOD ON METAL ROOF TRUSS HANGER DETAIL 'SB' RISER NIPPLE -� PITCH TO OUTSIDE —USE 1/2" SMOOTH BORE BUSHING DRAIN TO ROOF INSPECTOR TEST DETAIL SPRINKLER PLAN ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 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 REASON FOR REVISION TOTAL THIS SHEET ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING SC -4 LLC 117 EAST LOUISA STREET SUITE 203 SEATTLE, WA 98102 PROJECT MANAGER: BRAD DECKER PHONE : 206-545-4964 FAX : 206-545-4952 SUPERINTENDENT : MIKE SHEPPARD PHONE : 206-228-7316 FAX : tore Inc. 5� t0 Ger t!rice, 0 Level III Michael Brauhn 391- -6071 CERTIFICATE OF COMPETENCY STAMP KEY PLAN ff#5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EA TAOMA,i WA �98nZc CONTR. REG. c.oc�r 1106 54th AVE EAST TACOMA, 98424 CONTR. NO. SMITHFS1360T Bus: ( 253) 926 - 1880 FAX: ( 253) 926 - 2350 SC -4 RETAIL BUILDING 17275 SOUTHCENTER PKWY TUKWILA, WA DESIGNER JOB NO. VAN SOEST 8/22/06 TC6311 FIRE ALARM LEGEND Qty Symbol Description Manufacturer Part# Mounting 1 DUCT DETECTOR FIRE ALARM CONTROL PANEL Silent Knight SK -5808 SELF CONATAINED FACP 1 X REMOTE ANNUNCIATOR Silent Knight SK -5860 SELF CONATAINED ANN 10 X ADDRESSABLE INPUT MODULE Silent Knight SD500-AIM 4" SQ. DEEP AIM 1 0 ADDRESSABLE PHOTO SMOKE DET Silent Knight SD500-APS X 1 S3 WITH 6" BASE Silent Knight SD505-6AB 4" OCTAGTON 5 Total ADDRESSABLE PULL STATION Silent Knight SD500-PS 4" SQ DEEP W/1 GANG F 6 Op CONVENTIONAL DUCT DETECTOR BY OTHERS SELF CONATAINED 3 g<I MULTI CANDELA WALL HORN/STROBE Wheelock AS24CCWH-FR ,4" SQ. DEEP W/2 GANG 6 g<I MULTI CANDELA WALL HORN/STROBE Wheelock AS24MCW-FR 4" SQ. DEEP W/2 GANG 6 ED MULTI CANDELA WALL STROBE Wheelock RSS24MCW-FR 4" SQ. DEEP W/2 GANG 1 op 10" BELL Wheelock MB -G10 -24-R WBB - WEATHER PROOF BB 1 I WP WEATHER PROOF STROBE • Wheelock RSSWP-2475W-FR WPSBB-R WEATHER PR BB 1 WF Water Flow Switch By Others AS-24MCWH 185CD H/S 2 TS Tamper Switch By Others 0.320 1 PIV Post Indicator Valve By Others 20.041 EOL End of Line Resistor 4.7k ohms Silent Knight AS-24MCW 110CD HIS METAUC RACEWAY SINGLE CONDUCTOR WIRE LEGEND OPEN RACEWAY MULTiCONDUCTOR CABLE LEGEND COLOR AWG QTY TYPE LETTER FUNCTION LETTER TYPE QTY AWG COLOR - BLACK #16 1 + RED #16 1 THWN-SOLID A - BLACK #16 2 + RED #16 2 THWN-SOLID B ADDRESSABLE INITIATING CIRCUIT ADDRESSABLE INITIATING CIRCUIT LOOP A 16/2-FPLP 1 #16/2 RED B 1612 - FPLP 2 #16/2 GREEN - BLUE #14 1 + WHITE #14 1 THWN-SOLID c HORN 1 STROBE CIRCUIT C FPLP 1 #14/2 BLUE - BLUE #14 2 + WHITE #14 2 THWN-SOLID D HORN ISTROBE CIRCUIT LOOP D FPLP 2 #14/2 WHITE - BLACK #16 1 + YELLOW #16 1 THWN-SOLID E - BLACK #16 2 + YELLOW - BLACK #16 2 THWN-SOLID F CONVENTIONAL INITIATING CIRCUIT CONVENTIONAL INITIATING CIRCUIT LOOP E 16/2 - FPLP 1 #16/2 YELLOW F 16/2 - FPLP 2 #1612 PURPLE #14 1 + RED #14 1 THWN-SOLID G 24V DC POWER CIRCUIT G FPLP 1 #14/2 BLACK RED #14/2 1 TWISTED SHIELDED FPLP W/ DRAIN H SPEAKER CIRCUIT H TWISTED SHIELDED 1 FPLP W/ DRAIN #14/2 RED RED #14/2 2 TWISTED SHIELDED FPLP W/ DRAIN SPEAKER CIRCUIT LOOP TWISTED SHIELDED 2 FPLP W/ DRAIN #14/2 RED BROWN BLUE - BLACK #16 #16 #14 1 1 1 + RED RED RED • PURPLE + ORANGE - PURPLE + ORANGE #14 • #18/2 #18/2 #14 #14 #14 #14 1 1 2 1 1 2 2 THWN-SOLID 18/2 TWISTED SHIELDED FPLP W/ DRAIN 18/2 TWISTED SHIELDED FPLP W/ DRAIN THWN-SOLID THWN-SOLID J K L M N ANNUNCIATOR CIRCUIT FIREMAN'S PHONE CIRCUIT FIREMAN'S PHONE CIRCUIT LOOP CONTROL CIRCUIT SPARE CONDUCTORS J K L M N 16/2 - FPLP 1 #16/2 WHiTE FPLP 18/2 TWISTED SHIELDED FPLP W/ DRAIN 18/2 TWISTED SHIELDED FPLP W/ DRAIN FPLP FPLP #14/2 BROWN RED 2 RED 1 #14/2 ORANGE 2 #14/4 RED CABLE COLOR SUBSTITUTIONS ARE ALLOWED ON ALL LETTERS EXCEPT H.P. K, L. IF SUBSTITUTIONS ARE MADE, WIRE AWG & TYPE MUST REMAIN THE SAME & LEGEND MUST BE UPDATED & MATCH CORRECT WIRE FUNCTION. MULTI CONDUCTOR CABLE COLORS AVAILABLE: .18/2 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE. ORANGE. 14/2 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE, BROWN, BLACK THWN SOLID COLORS AVAILABLE BLACK, WHITE, GREEN, RED BROWN, YELLOW, ORANGE, PINK, PURPLE, BLUE, GREY SC -4 RETAIL BUILDING SEQUENCE OF OPERATIONS MANUAL PULL STATION SMOKE DETECTION DUCT DETECTOR WET FLOW SWITCH SPRINKLER BACKFLOW TAMPERS POST IND':CATOR VALVE SYSTEM TROUBLE ACTIVATION OF LOCAL ALARM AT FACP X X Current Load: X Area Distance Standby: INDICATION OF ALARM AT LCD ANNUNCIATOR X X Tenant A X 0.596 0.760 FACP ACTIVATE ALL AUDIBLE & VISIBLE DEVICES X X 0.79 X Device Type S3 Quantity SHUTDOWN RESPECTIVE HVAC UNIT Total 1.737 X Total Ouside Bell & Storbe 600 0.179 TRANSMIT ALARM SIGNAL TO CENTRAL STATION X X X Main System Board TROUBLEiSUPV. INDICATION AT FACP 1 0.206 X X X X TROUBLE/SUPV. INDICATION AT LCD ANNUNCIATOR 15 X 0.008 X X X TRANSMIT TROUBLE/SUPV. SIGNAL TO CENTRAL STATION 5860 Remote Annunciator X 0.020 X X X 4 n ACCET Without Comments As Noted In Red Per The Attached Letter These plans have been reviewea by The Tukwila Fire Prevention Bureau for conform9nce with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras 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 Fire Prevention Bureau. Date: /C)- -.°C° By: J � i3444c1 5; ? < jhadctv41e , ReP& 4u, 1104e - 611 .a4 .611 bg4'k ( SeIe.-foM 1A4 64' d•e-(ec..l•o r 1 •iv lot Scat, SOY 7 TUKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No.0 -F -Iqrc) .11 and exact address for shuts down or restoration approval., 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. Silent Knight 5808 Fire Alarm Control Panel Voltage Drop Chart for SC -4 Shell & Core r Current Load: Circuit Area Distance Standby: Voltage Drop Alarm: S1 Tenant A 400 0.596 0.760 FACP S2 Tenant B 400 0.79 1.008 Device Type S3 Quantity Amps Total 1.737 Amps Total Ouside Bell & Storbe 600 0.179 0.343 Main System Board 1 0.206 0.206 0.356 0.356 Addressable Devices 15 0.00050 0.008 0.00433 0.06495 5860 Remote Annunciator 1 0.020 0.020 0.025 0.025 Signal Circuit (S1) AS-24MCWH 185CD H/S 1 0.320 0.320 RSS-24MCW 15 CD ST 20.041 0.082 AS-24MCW 110CD HIS 1 0.194 0.194 Signal Circuit (82) AS-24MCWH 185CD HIS 1 0.320 0.320 AS-24MCW 110CD H/S 2 0.194 0.388 RSS-24MCW 15 CD ST 2 0.041 0.082 Signal Circuit (S3) AS-24MCWH 185CD H/S 1 0.320 0.320 AS-24MCW 15CD H/S 1 0.080 0.080 AS-24MCW 30CD H/S 1 0.102 0.102 RSS-24MCW 15 CD ST 2 0.041 0.082 AS-24MCW 110CD H/S 1 0.194 0.194 Signal Circuit (S4) RSSWP 2475CD ST (WP) 1 0.138 0.138 MB -G10 -24-R 1 0.041 0.041 Total Panel Loads: 0.234 Amps 2.789 Amps Standby Current Load: 0.234 Amps For 24 Hours = 5.604 Amp -hours Alarm Current Load: 2.789 Amps For 5 Minutes= 0.234 Amp -hours 20% Derating= 7.006 Amp -hours Total System Current Load: 7.006 Amp -hours tatf 4Rair told is 12VDC _ Amp -hours ACCET Without Comments As Noted In Red Per The Attached Letter These plans have been reviewea by The Tukwila Fire Prevention Bureau for conform9nce with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras 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 Fire Prevention Bureau. Date: /C)- -.°C° By: J � i3444c1 5; ? < jhadctv41e , ReP& 4u, 1104e - 611 .a4 .611 bg4'k ( SeIe.-foM 1A4 64' d•e-(ec..l•o r 1 •iv lot Scat, SOY 7 TUKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No.0 -F -Iqrc) .11 and exact address for shuts down or restoration approval., 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. 15cd WP EOL �, C 4.7Ki2 ■ S4-2 S4-1 CEILING 0:44 80" AFF TO BOTTOM OF DEVICE FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART AFFITO OPERABLE PART IF F�tONT APPROACH NECESSARY. FLOOR A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A.GUIDELINES. 15cd 15cd 15cd EOL �[1j D ] D 4.7K0 110cd EOL 4.7K0 II5 ��2-5f�� S2-2 S2-1 S3-5 110cd 185cd EOL 4.7KA S3-6 83-5 30cd c S3-1 185cd 110cd 15cd 15cd S2-4 52-3 82-2 82-1 110cd 185cd 15cd 15cd EOL C C ^ C N� 4.7Kf2 T S1-4 S1-3 S1-2 S1-1 C C C C C C CA C C A A E WP_ EOL 4.7KC1 G G G A © SILENT KNIGHT 5808 FACP ANN 120VAC AIM EOL 4.7K0 EOL EOL 4.7K0 4.7Kr1 EOL 4.71(7 AIM C FIRE ALARM RISER N.T.S 2 #18 THWN G TO 120 VAC DEDICATED CIRCUIT (BY OTHERS) go- TO TELCO 2 LINES (BY OTHERS) Electrical Contractor Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL/ZONE/AUXILIARY WIRE/CONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN -DELETED BLUE - NOTES TO DRAFTER Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed Fire Department will perform a final inspect 1 Low Voltage Electrical Final 2 Line Voltage Electrical Final 3 Elevator Final 4 Pressurization a Stairwell b Elevator 5 Sprinkler System (100? Complete) All Valves in normal condition. 6 Interior Building Construction. (Le. doors, floor covering, ceiling covers, ceiling files, windows, etc.) 7 HVAC 8 Suppression Systems 9 Safety and ADA Requirements, Fire Extinguishers 10 Specialty Fumiture 11 Monitoring (See Below) 12 Final Fire Alarm Inspection 13 Approved Set of plans and permit on site Phone line (lines) must be installed and active.1 ED 14 Fire Alarm Monitoring a Dual Line Communicator b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed d Scan Line ordered (Alarm Company) e Stu Installed and Tested E3 2 Elevator Monitoring before the ion. Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: FIL GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www. pfs. bz >=0c'4) Y °O <z JPO <wo=== mo=== w = 1=0< U= � O(1) 5NomJ �Y CN Nll= ISSUE DATE: Project Manager. CHRIS DAVIS Design: DAVID JUSTICE Drafter. WLA Job Number. 06-F160 Recived Architects Plan: 7-27-06 08-04-06 PFS REVISIONS REV 1 DATE DESCRIPTION 08-04-06 PERMIT SET COVER SHEET PAIl SEP 2 5 2006 Tukwila Fire ,�a a10'0 /rv'J' FA 0 Voltage Drop Chart for SC -4 Shell & Core Panel Circuit Area Distance Amps Voltage Drop • FACP S1 Tenant A 400 0.596 0.760 FACP S2 Tenant B 400 0.79 1.008 FACP S3 Tenant C 700 0.778 1.737 FACP S4 Ouside Bell & Storbe 600 0.179 0.343 15cd WP EOL �, C 4.7Ki2 ■ S4-2 S4-1 CEILING 0:44 80" AFF TO BOTTOM OF DEVICE FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART AFFITO OPERABLE PART IF F�tONT APPROACH NECESSARY. FLOOR A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A.GUIDELINES. 15cd 15cd 15cd EOL �[1j D ] D 4.7K0 110cd EOL 4.7K0 II5 ��2-5f�� S2-2 S2-1 S3-5 110cd 185cd EOL 4.7KA S3-6 83-5 30cd c S3-1 185cd 110cd 15cd 15cd S2-4 52-3 82-2 82-1 110cd 185cd 15cd 15cd EOL C C ^ C N� 4.7Kf2 T S1-4 S1-3 S1-2 S1-1 C C C C C C CA C C A A E WP_ EOL 4.7KC1 G G G A © SILENT KNIGHT 5808 FACP ANN 120VAC AIM EOL 4.7K0 EOL EOL 4.7K0 4.7Kr1 EOL 4.71(7 AIM C FIRE ALARM RISER N.T.S 2 #18 THWN G TO 120 VAC DEDICATED CIRCUIT (BY OTHERS) go- TO TELCO 2 LINES (BY OTHERS) Electrical Contractor Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL/ZONE/AUXILIARY WIRE/CONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN -DELETED BLUE - NOTES TO DRAFTER Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed Fire Department will perform a final inspect 1 Low Voltage Electrical Final 2 Line Voltage Electrical Final 3 Elevator Final 4 Pressurization a Stairwell b Elevator 5 Sprinkler System (100? Complete) All Valves in normal condition. 6 Interior Building Construction. (Le. doors, floor covering, ceiling covers, ceiling files, windows, etc.) 7 HVAC 8 Suppression Systems 9 Safety and ADA Requirements, Fire Extinguishers 10 Specialty Fumiture 11 Monitoring (See Below) 12 Final Fire Alarm Inspection 13 Approved Set of plans and permit on site Phone line (lines) must be installed and active.1 ED 14 Fire Alarm Monitoring a Dual Line Communicator b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed d Scan Line ordered (Alarm Company) e Stu Installed and Tested E3 2 Elevator Monitoring before the ion. Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: FIL GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www. pfs. bz >=0c'4) Y °O <z JPO <wo=== mo=== w = 1=0< U= � O(1) 5NomJ �Y CN Nll= ISSUE DATE: Project Manager. CHRIS DAVIS Design: DAVID JUSTICE Drafter. WLA Job Number. 06-F160 Recived Architects Plan: 7-27-06 08-04-06 PFS REVISIONS REV 1 DATE DESCRIPTION 08-04-06 PERMIT SET COVER SHEET PAIl SEP 2 5 2006 Tukwila Fire ,�a a10'0 /rv'J' FA 0 TELCO 1 { l BROWN GRAY GREEN RED PHONE LINES SUPERVISED RED GREEN TELCO 2 GRAY BROWN — TO 120 VAC DEDICATED CIRCU IT �.r SLG IN + + SLC OUT O O SLC FROG. BLACK GREEN WHITE • GENERALALARM n SUPERVISORY • SYSTEM TROUBLE SYSTEM SILENCE • SYSTEM POWER ON -BOARD ANNUNIATOR Key NC C NO NC C NO NC C NO + Ig TROUBLE CONTACTS RELAY 1 RELAY 2 lk NAC 2 \ 4.7KQ EOL NAC 31, 4.7KQ EOL NAC 4 \ 4.7KQ EOL 12 VDC BATTERY CONNECTION SD500-AIM ADDRESSING INPUT MODULE *DETECTOR BASE *ANY OF THE FOLLOWING MODELS: SD505-AHS HEAT SENSOR SD505-APS PHOTOELECTRIC SMOKE DETECTOR SD505-AIS IONIZATION SMOKE DETECTOR 0 J OUT IN OUT I DEVICE USING DRY CONTACT SUCH AS PULL STATIONS. WATER FLOW, TAMPERS, LOW AIR, EOL 4.7Kt2 SD 500 ARM RELAY MODULE Y RLY RLY NC coN NO SD 500 ARM RELAY MODULE : SLC+ NC CCM NO DRY CONTACT FOR FAN SHUTDOWN, DAMPERS, DOOR HOLDERS, ETC. TYPICAL NOTIFICATION APPLIANCE CIRCUIT (NAC 1) SB SA S+ S - REMOTE ANNUNCIATOR (BACK VIEW) DIPSWITCHES SILENT KNIGHT 5860 REMOTE ANNUNCIATOR REMOTE ALARM INDICATOR 0 LEO LEO SILENT KNIGHT 5808 WIRING DETAILS AUX. CONTACTS FOR AHU SHUT DOWN �-1 \I NC TRAIIENO 1.1 C+> �.l u•. i:1 r.1 c+> lu leg "V TjT \sic- SLC SD -ADH R DUCT DETECTOR HOUSING WI REIAY EOL 4.7K0 END OF LINE RESISTOR TO CONTACT BEING MONITORED 7628 EOL IFP -1000 CONTROL PANEL OR 5815XL ALL WIRING IS SUPERVISED POWER LIMITED TO CONTACT BEING MONITORED 7628 EOL TYPICAL WIRING TO MONITOR MODULES FROM THE CONTROL PANEL OR 5808XL 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs.bz >amo 2 wa) Y 00 Ja0 Egm" Wiz �z= 1"0<Lou Cass)mcf)1=== O=n°' 144%)4. ciN ti Fma ISSUE DATE: 08-04-06 Project Manager. CHRIS DAVIS Design: DAVID JUSTICE Drafter. WLA Job Number. 08-F160 Recived Architects Plan: 7-27-06 PFS REVISIONS REV DATE DESCRIPTION 1 08-04-06 PERMIT SET DETAIL SHEET FAOM1 4.7K EOL 4.7K EOL PIV 2 #18 THWN TO FACP 2 #18 THWN 4.7K 4.7K 4.7K EOL EOL EOL TS n E E E WF A TO FACP AGCCJ TO FACP 1 C 110cd S2-3 30cd S3-1 D skUie/whys; iii .21.0,!;•!...41,00,1" E L M EOL 4.7Ki1 M EOL 4.7KII 1 FIRE SPRINKLER ROOM DETAIL SCALE: 1/2"=1'-0" M EOL 4.7Ki2 A E G 185cd 185cd S3-5 C TENANT 'A' AREA TENANT 'C' AREA: 5,923 SF. M EOL 4.7KQ M EOL 4.7KD L r L_ 11 1 110cd S1-4 4.7K EOL 110cd 52-4 4.7K EOL 110cd 83-6 4.7K EOL _J J J WP L 75cd S4-2 WP S4-1 4.7K EOL —J 1 L_ FIRE ALARM PLAN SCALE: 118"=1'-0" PLAN NOTES: 11} COORDINATE AND FIELD VERIFY LOCATION OF FIRE ALARM CONTROL PANEL. FIELD VERIFY QUANITY AND LOCATION OF WATER FLOW AND TAMPER SWITCHES. E - FIELD VERIFY LOCATION OF POST INDICATOR VALVE (PIV). UNDERGROUND CONDUIT INSTALLED AND PROVIDED BY OTHERS. FIELD VERIFY LOCATION OF AIR HANDLING UNITS (AHU). DUCT DETECTORS PROVIDED AND INSTALLED BY OTHERS. COORDINATE WITH MECHANICAL CONTRACTOR, MERIT MECHANICAL. 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www. pfs . bz >ran co cx*) 0.. O <LU _ z LLIZE 1o< U= � D.< O=n U")' rtsitta. (*ND ti H ISSUE DATE: 08-04-06 Project Manager. CHRIS DAVIS Design: DAVID JUSTICE Drafter. WLA Job Number 06-F160 Recived Architects Pian: 7-27-06 PFS REVISIONS REV DATE DESCRIPTION 1 08-04-06 PERMIT SET FIRE ALARM FA1 FILE NEIGHBORING TENANT SPACE x lJ cr ELECjBLCAL EXPANDED SALES AREA CDUNG HEIGHT 12-0' EXISTING RESTROOM 0 EXISTING RESTROOM 2— S PART!/ WALL; - i HEIGHT FULL HEIGHT WALL TO BE REMOVED EXISTING BRANCH UNE EXISTING BRANCH UNE IR EXISTING BRANCH UNE EXISTING BRANCH UNE SALES AREA CEIUNG HEIGHT 11,0' I 1 EXISTING BRANCH UNE N— EXISTING BRANCH LINE r \— EXISTING BRANCH UNE EXISTING BRANCH UNE -1 T 0 1 Without Comments As Noted in Red _,_, ttached Letter Tei' 1 (i�. I�i )..Lr.11r PIPE / FITTING LEGEND EXISTING SPRINKLER PIPE S NEW STRAP TEE l'ho>e plans have been revi 3We(i by The Tukwila Fire .iiention Bureau for rr-„f1:;rrra ncc with current City r)c 41rds. Acceptance Lo errors and which do not ,tll`i}CIStze violatiOns of adopted ':)ndards and CII C:+O .ice. . The responsibility for the the equacy of design ;rs totally with tI e designer. (.e: z1 'w i1 s3 ,o ti�� I drawings after deletions. tii' 1 - �I � this date will void d will ill r r Tire a 4. �u�.:nt approval. resubmittal of ('t.'.vi:.��t� 1.. .arra' tI r �,II,.). Final acceptance is : I,;; I .'.? to field test grid Inspection by The Tukwila sire Prevention Bureau. Date: 3” / `srunviLA Foa L::PARTMEI‘fr Please mil 206-575-1407 and give this Fire Permit No /2 -S-o53 8nd exact address for shut - 'down down or restoration approval, i EXISTING BRANCH UNE RELOCATED SPRINKLER WITH FLEXIBLE DROP BUILDING SECTION A NTS NEIGHBORING TENANT SPACE SPRINKLER PLAN 0 4 SCALE 1/4'=1-0' FLEX 1 NEW STRAPTEE EXISTING BRANCHUNE II I\ imminiaggsik 1' ELBOW WALL LEGEND 1(03) 1' ELBOW 1(3-0) FLEX DROP EXISTING WALL I NEW FULL HEIGHT WALL FLEX 2 ick 4,1 S1]011,Si I'1 1 ' 1 1 �r `) 1 I S IfItn 89 nn88 11. CFFI sq-Koetti -: F•paY A4446hleiciN.' R t L4445111. Mln4o, ENd Mn1 TN: I i. 11 Drar VICINITY MAP NTS Let rkal Stu to Nt.t- ray, hgniv r Onrt MInvm-191.:4 UlivaT^ LCledp 4 P.! FITTER/LISTER NOTES 1. ALL DROPS TO BE FLEXIBLE SPRINKER DROPS U.N.O. 2. SPRINKLERS DO NOT NEED TO BE CENTERED IN CEIUNG TILES 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 5. MAXIMUM ECOH SSP SPACING TO BE 18' x 18' PER EXISTING SPACING. 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 1LLLOWED WEIGHT WATER/PPE ' IN GADD. 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 COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 1) 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 13277'AND THE CITY OF TUKWILLA 2o10 EXISTING CRITERIA STOCK ROOM - ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: SALES FLOOR - ORDINARY HAZARD GROUP II TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. SITE PLAN INKLER NTS SAID MAR 21 2012 TUKWILA FIRE FLEX LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS MAKE EASY EASY EASY TYPE MODEL FM -BRAID 48' FM -BRAID 48' FM -BRAID 72" OUT 1/2' 3/4' 3/4' BRKT ONLY PA 1 PA 2 SYM MANUFACTURER EXISTING S.I.N. TYPE MODEL =,e. PA UNCHANGED UNCHANGED ECOH SSP WHITE WHITE WHffE WHITE 3/4' 1/2" 155" 155' RELOCATED CI REUABLE RA7216 ECOH J112 WHITE WHITE 11.2K 3/4' 155' BRACKET LEGEND: NEW PA = PRE -ASSEMBLED T -BAR BRACKET 0 REUABLE RA1414 SSP F1FR56 WHITE WHITE 5.6K 1/2' 155" TBS = SHORT T -BAR BRACKET TBL = TALL T -BAR BRACKET HCB = HAT CHANNEL BRACKET TEK = (2) 1/4'x1.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW TOTAL NEW 4 AFF BOB BOD 00.1BOP BCI CTS FO IF0 ORM NAS ONO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURI. BOTTOM OF TAWSCUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSDE FACE OF WALL NO A:NO. OIEAS UN.. NOTED TED DAERATSE 12 BOD 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE Ltl ttR 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 : CONTRACT WITH Frans Construction Co. PROJECT MANAGER : Allen Danes PHONE : 208.863.9149 FAX : 208.246.3127 SUPERINTENDENT: PHONE: FAX: rt It, sDBr Level D,\ /j. 111 0 9‘. T Jim 39 \ w tip w Pmm 1 Signature\03-20 - g ate F.V. q 0303-20-2012 kg CO e o0Di/OD SP11 Dµ181 t^• 1,4,00:5/650n 0 L�IC.B7EOIFCBCY If ert mc'T it 749 EEP TRAIN '11* MATTRESS CENTERS 17275 SOUTHCENTER PKWY. TUKWILLA, WA98188 ��� SMITH FIRE SYSTEMS, INC. 1 5E AVE EAST TACOMA, OMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928 -1880 FAX: ( 253) 926 - 2350 DESIGNER SHANE C. PROJECT MGR L LUVAAS DATE 03-20-12 SHEET 1 OF 1 JOB NO. TI12036 SCOPE OF WOK: 1, THE SCOPE OF THIS PROJECT IS ADD A N❑TIFICATI❑N DEVICE FOR THE PURPOSE OF TENANT IMPROVEMENT. GE\EAL \OTES: 1. INSTALLATI❑N SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFP A, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS -BUIL TS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRI❑R TO AHJ TESTS. 3, AGREEMENT AND CONFIRMATION OF ALL MILEST❑NE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4, A SET OF INSTALLATI❑N AS -BUILT DRAWINGS SH❑WING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5, FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6, THE SYSTEM SHALL BE MONITORED BY A U.L, LISTED MONITORING STATION BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8, ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ, 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCA TIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11, FIELD VERIFY WATERFL❑W, SMOKE DAMPERS, AND DUCT DETECTORS LOCATIONS, 12. FIELD VERIFY ALL WIRING L❑CATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL, 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80' AND NOT GREATER THAN 96' ABOVE THE FINISHED FL❑❑R, 15, THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT. AND NOT MORE THAN 4 1/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL C❑NSTRUCTI❑N CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRI❑R TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INV❑ICED ON A TIME AND MATERIAL BASIS. 17, A DEDICATED BRANCH CIRCUIT OF ONE OF THE F❑LL❑WING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES, 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER 'END -OF -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTI❑N BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FACP. FA12023 SLEEP TRAIN MATTRESS CENTER SILENT KNIGHT 5808 FACP Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: OTHER TENANT 600 1.170 1.769 22.231 FSE A2 MATTRESS CENTER Deuce Type Quantity Amps Total Amps Total OTHER TENANT 600 1.110 1.678 22.322 0' J 16/4 ANNUNCIATOR FPLP Main System Board 1 0.17000 0.17000 0.32500 0.3250 0' NAC 1 1 0.00000 0.00000 1.17000 1.1700 ❑ NAC 2 1 0.00000 0.00000 0.89000 0.8900 14 AWG THWN NAC 3 1 0.00000 0.00000 1.11000 1.1100 0' NAC 4 0.00000 0.00000 0.00000 0.0000 Smoke Detector 1 0.00005 0.00005 0.13000 0.1300 Annunciator 1 0.00200 0.00200 0.00250 0.0025 Total Panel Loads: 0.172 Amps 3.628 Amps Standby Current Load: 0.172 Amps For 24 Hours = 4.129 Amp -hours Alarm Current Load: 3.628 Amps For 5 Minutes= 0.305 Amp -hours 20% Derating= 5.321 Amp -hours Total System Current Load: 5.321 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7.5 Voltage Drop Chart FA12023 SLEEP TRAIN MATTRESS CENTER Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE Al OTHER TENANT 600 1.170 1.769 22.231 FSE A2 MATTRESS CENTER 720 0.890 1.615 22.385 FSE A3 OTHER TENANT 600 1.110 1.678 22.322 CALCULATIfI\S 1'-0' MAX O'-4' MIN. 0'-4' MIN, ACCEPTED HERE NEVER HERE NWALL MOUNTED SMOKE OR HEAT DETECTOR AIR tzf-DIFFUSER N❑TIFICATI❑N: LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80' AND NOT GREATER THAN 96' FROM FINISHED FLOOR. • CEILING k 3'-0' MIN, SM❑KE DETECTOR DETECTOR: LOCATED NO CLOSER THAN 4' FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4'-12' DOWN FROM CEILING TO THE TOP OF THE DETECTOR. PULL STATION: THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6' & NOT MORE THAN THAN 4 -6' ABOVE FINISHED FLOOR. 5'-0' MAX. ;t - FIRE 3'-6 FINISHED FLOOR X m z • CO LENS r 1 S,ACI\G NAILS WIRE LEGEND SYMBOL DESCRIPTI❑N TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' B 16/2 CONVENTIONAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATION FPLR 0' F 12/2 NOTIFICATION FPLP 0' G 14/2 N❑TIFICATI❑N FPLR 0' H 14/2 NOTIFICATI❑N FPLP 360' I 16/4 ANNUNCIATOR FPLR 0' J 16/4 ANNUNCIATOR FPLP 0' K 14/2 POWER CIRCUIT 24VDC FPLR 0' L 14/2 POWER CIRCUIT 24VDC FPLP 0' M 16/4 SBUS 0' N 14/2 FSE TRIGGER 0' ❑ 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R SPARE 0' S SPARE 0' WISE L�E\i to r-1 y /// WORK AREA // S❑UTHCENTER MINKLER BLVD SITE PLA\ N.T.S. DEVICE LEGEND SYMBOL DESCRIPTI❑N QTY PART MANUFACTURER MOUNTING FIRE ALARM CONTROL PANEL E 5808 SILENT KNIGHT SELF CONTAINED CABINET FACP IMI WALL STROBE E STW WHEEL❑CK DEEP 1G CUT IN BOX 0 CEILING STROBE E STWC WHEEL❑CK 4S DEEP W/1G MUDRING 0 CEILING HORN -STROBE 1 HSWC WHEEL❑CK 4S DEEP W/1G MUDRING IP PHOTO SMOKE DETECTOR E 2W -B WHEEL❑CK 4S DEEP W/1G MUDRING I i' MANUAL PULL STATI❑N E PS -SA SILENT KNIGHT 4S DEEP W/1G MUDRING ---- BATTERY E WKAl2-7.5F WERKER FACP ENCLOSURE EVICE LEGE\D EXISTING INITIATING DEVICES EXISTING NAC DEVICES ON CKT-1 NEW DEVICE 2-1 2-2 2-3 ( 2-4 ' 2-5 30cd 15cd 15cd 30cd 115cd IM I .087mA .057mA .057mA t.087riA) .087mA 2-6 115cd 1 FACP 1 EXISTING NAC DEVICES ON CKT-3 EXISTING INITIATING DEVICES 150cd EDL .230mA .186riA RISER DIAD RA v 2-4 30cd 4 ELE RM 10F RSTM 1 103 1 2-3 15cd RSTM 1 104 1 17212' 4-H 15cd FACP 2-1 30cd H 0 STORAGE 1105 1 SALES 2-5 115cd 4 • 2-6 115cd H 4 2-65 d EDL fiV Without Comments _ 0 As Noted in Red Q Per The Attached Letter ?hese plans have been reviewed by The Tukwila Fire tvention Bureau for conformance with current City ---r:dards. Acceptance is subject to errors and fissions which do not authorize vio ..ions of adopted ':-andards and ordinances. The respo ability for the ,dequacy of design rests totally with e designer. Additions, deletions or revisions to the a drawings after c sate-wail-MOId this Sarre. cs, 1 K •ni ill require a resubmittal of revised drawings for su.sequent approval. Final acceptance is subject to field to t and inspection by The Tukwila Fire Prevention Bureau. Date: 3-13- / 2- By: i 1 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. SCALE 1/8'=1'-0' FLAG \--TES: EXISTING DEVICE �- ADDED DEVICE RELOCATED DEVICE FILE PAID MAR 09 2012 TUKWILA FIRE 9/6r SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL• RESIDENTIAL 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L❑ REVISIONS: 11JKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 1a-FcL)B and exact adthess for shut- down hutdown or restoration approval. PROJECT MANAGER: MATTHEW ABEL 253-248-2006 MABEL@SMITHFIRE,C❑M SYSTEMS DESIGNER: SCOTT JERKE SJERKE@SMITHFIRE,C❑M PROJECT: SLEEP TRAIN MATTRESS CENTER 17275 S❑UTHCENTER PKWY TUKWILA, WA 98188 PARCEL# 2623049063 DESIGNER SCOTT JERKE DATE: 3/9/12 AHJ: TUKWILA JOB #: FA12023 SHEET #: FA 1 OF 1 Without Comment s As .Notes} Ir)� Per The Attached Letter i hese plans have been reviewed by The Tukwila Fire pr.: venUon Bureau for conformance +rnith current Ctty rlc ards. Accep: a (= is subject to. errors and o: nIssions which (::'±:a +4: ,il?Orize v 'Talions of adopted ,;-..3nd Ards and c~rein ,ry The responsibility for the quacy of des!o i:otaily with the designer. ki inions; i cleti .. v : IrJr1S to these drawings after t, sis date will void ti ; ~ aptance and will require a r esubmittai of revised i- Ings for subsequent approval. Final acceptance is suj'e.. i tO Field test and inspection by The Tukwila Fire Prevention; Bureau. Date: —1 — (L By: €' 3seWTI { FIRE L�� P/ RT 1ENT �.as.:. i and � Ivr;;�v. 9 �il 206-575-1,107 � / _ v TIS °"si ePerirR No I6,s-o and exact .d', ss for shut- down hut-d wn Or rector ion approval. P I RIO!¢'+L FLAOR PLAN %' \ 4 SCALD 1/8'=1'-O' TOP BEAM CLAMP W/ RETAINER STRAP 2" SCH.10 MAX. BAR JOIST. TOP BEAM HANGER ®TAIL SCALD NTS META. DECK (MINIMUM GAUGE 22) 'NAM )(PRESS HANGER MODEL NUMBER XP20 ANCHOR Vb" ALL THREAD ROD "(SEE PLAN FOR LENGTH) SAMMY EXPRESS PIPE RING (SEE PLAN FOR SIZE - 2" MAX.) HANGER DETAIL SCALD NTS GENERAL NOTES 1. DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. SEE DETAIL FOR TYPICAL HANGER. SCOPE OF WORK RELOCATE EXISTING SPRINKLER HEADS FOR NEW WALL AND CEILING LAYOUT FOR DOCTORS OFFICE. TKWILA FIRE HANGER LEGEND "U" HOOK 13 COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z STATE CERTIFICATION SPRINKLER LEGEND • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS a 0 h‘• a a SPRINKLER. OP.IFICE SIZES AND TYPE 47. o a - z' -- n Z y w John Christian Dacca 6' 1150-0409-C : Level 3 t 1 z 5 3 7 1 1 s a Ts z SPRAY 0 (4a. 1 1/2°1 1" Patriot F re Protection, Inc. .. PAT-.1.9CF t 3 t 17 37. .. SPR/,Y 0 3/4", 0 1„ 3 7 1 B 16 2 SIDc.'NA;... < < 1/2" ko IExpire ji 2 Q° ® 1" 12/3111 9 nater Date 1" 1 j DRY TYPE v �/ 1,. -®� 2- WAY EAP.T"QUAKE SPACE TEMP RATING SPPINKI EPs UP AND DOWN N I — v OPENING UP r m z z —v 4 - WAY EAPT QUAKE BRACE. �1 0 165° r c^ " o o Q 212°. ,- STRUCTURE 3 1" TO CENTER ,-. ._INE OF PIPE. IN INCi-z.S .?86° © 1/2 FITTING LEGEND O 350' 0 1" ga 500° P PIPE -0 -LET © 1/2„ F P:_.AJN END FIT FITTING APPROVAL REQUIRED SN GR00'/F.D SHAPED NIPPIT. TUKWILA TSN TiiP-AJ"J S'iAP-J NIPP..:F. I SPRINKLER HEADS USED SYM M/•NUF MODE'.. TYPE. T P.=A7 SIVE OPI ICE SIZE =FA] FINISF. ESCUTC- FINISii TEMP QTY ® i RELIABLE F1FR EC EC RECESSED 3/4 8.at CHROME CHROME 155 22 RELIABLE F1FR RECESSED 1/2 5.6K CHROME CHROME 155 12 TOT/.... 34 QUA_ITY CONTRO'.. 3Y DATE. APPR.O`JED FOP. FA3P.ICATION BY • DATE GENERAL NOTES 1. ALL' MATERIAL AND EQUIPMENT TO 3E NEW AND U. LISTED OP. FM. APPPO'/ED. 2. PIPING DIMENSIONS APE CENTER. TO CENTER EXCEPT RISERS AND DIMENSIONS S='ONN T::US;.Y (1-6) N IC' ARE END. TO END. 3. EAPT-.QUAY SPACINGS 1t: 3E PPQYIDED IN ACCORDANCE ''NITS• NFPA P/MP::"T NO. 13, APPLICA3:,E EDITION L. PIPE i•1ANGERS AND MEETHOJ OF-ANGING TO 3. IN ACCOPDANCE 'NIT^ NFPA PAMP';LET NO. 13, APP JCA3.E EDITION. 8. PIPING S1?A 1,. 31 IN ACCORDANCE WITii NFPA PAM.PF4 ET NO. 13, APPLICA3:.E EDITION 6. JOINING OF PIPE AND FITTINGS, TriPEADED & WEEDED, SQA__ BE IN ACCOP.DANCE. NITS NFPA PAMP _ET NO. 13, APPLICA3..E EDITION. 7. ONNEP. TO PPO'/IDE ADEQUATE HE/,T IN /•P..EAS PPOTECTED BY A WET PIPE SPPINN:.ER ' SYSTEM TO PREF/ENT .'NATER IN PIPES FROM FREEZING. 8. /•.;.i. 'MIRING OF EL1.CTRIC/.L DEVICES (IF REQUIRED) TO 31 PP.O'/IDED . 3Y OTHERS 9. PAINTING OF PIPE Sc EQUIPMENT (IF REQUIRED) TO 3E PROVIDED 3Y • OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO 31 PROVIDED 3Y OTHERS DESIGN CRITERIA 1. • EXISTING WET SYSTEM DESIGNED TO A .20/1500 SQ FT ORDINARY HAZARD GROUP 2 WITH E.C. SPRINKLERS. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. REVISIONS NO DAT=. 3Y : DESCRIPTION CONTRACT 'NIT-: ANDERSEN • CONSTRUCTION 900 POPLAR PLACE S SEATTLE, WA 98144 PROJECT NAME: INDIGO TI 17275 SOUTHCENTER PARKWAY SUITE 160 TUKWILA, WA 98188 PATRIFP099CF ATRIOT �IWW,PATRICJTFIRE.COM .. 'ohnd@ 'r' � pG.Iotflre.ccm 'I; I;ne 2707 70TH AVENUE. 'EAST T=_: (253)'926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 2-26-16 11���������, illil 11 JOB NO, 12-18702 1 OF 1 75CD Battery Calculations for Panel: RPS Part No:PSN-64 - NAC POWER SUPPLY 6 AMP 4 OUTPUT Job number: 1 Job name: Drawingl Part No. Qty. Description Standby Total Standby Alarm Total Alarm Voltage Drop PSN -64 Panel Equipment Panel 20.4V 20.4V PSN-64_MB 1 6 AMP, 4 NAC PWR SUPPLY_MB 60.0000mA 60.0000mA 200.0000mA 200,0000mA 002 CHS -24W HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD Total Panel Stby 60.0000mA Total Panel Alarm 200.0000mA 003 CS -24W Peripheral Devices 18'-0 120.0000mA 19,7553V (0.1556V) CHS -24W 3 HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING (Notification) 0.0000mA 0.0000mA 142.0000mA 426.0000mA CS -24W 15 STROBE, M -C, WHITE, CEILING (Notification) 0.0000mA 0.0000mA 120.0000mA 1800.0000mA CHS -24W 1 HORN/STROBE, 2 WIRE, M -C, WHiTE, CEILING (Notification) 0.0000mA 0.0000mA 222.0000mA 222.0000mA 007 CS -24W STROBE, M -C, WHITE, CEILING, 15CD Total Peripheral Stby 0.0000mA Total Periph Alarm 2448.0000mA 008 CHS -24W HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 13'-0 142.0000mA 19.3168V (0.0333V) 009 CS -24W STROBE, M -C, WHITE, CEILING, 15CD Total Standby Amps 60.0000mA Total Alarm Amps 2648.0000mA Standby time: 24 Hrs 1.44Ah Alarm time: 5 Min 0.221 Ah Battery requirement: 1.661 Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 1.993Ah 15CD Circuit Calculations Panel: RPS Card: 00 Circuit:SIG1 CircuitName: SIG1 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 16 / 4C TWISTED FPLR #16 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating vol age drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Voltage Drop PSN -64 Panel Panel 20.4V 20.4V 001 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 32'-0 120.0000mA 20.0413V (0.3587V) 002 CHS -24W HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 13'-0 142.0000mA 19.9109V (0,1304V) 003 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 18'-0 120.0000mA 19,7553V (0.1556V) 004 CHS -24W HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING, 30CD 25'-0 142.0000mA 19.5685V (0.1868V) 005 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 16'-0 120.0000mA 19.4712V (0.0973V) 006 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 14'-0 120.0000mA 19.4024V (0.0687V) 007 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 14'-0 120.0000mA 19.3501V (0.0523V) 008 CHS -24W HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 13'-0 142.0000mA 19.3168V (0.0333V) 009 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 11'-0 120.0000mA 19.3039V (0.0129V) (0.0435V) 010 CHS -24W 156'-0 1146.0000mA 222.0000mA 18.7336V Total Current: 1146.0000mA (Total VDrop Percent:5.37%) Total Voltage Drop : 1.0961V Circuit Calculations Panel: RPS Card: 00 Circuit:SIG2 CircuitName: SIG2 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: Cable: 16 / 4C TWISTED FPLR #16 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167'F Max. operating vol 3.0000A age drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop A PSN -64 Panel 20.4V 001 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 55'-0 120.0000mA 19.6997V (0.7003V) 002 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 17'-0 120.0000mA 19.5031V (0.1965V) 003 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 13'-0 120.0000mA 19.3681V (0.135V) 004 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 18'-0 120.0000mA 19.2023V (0.1658V) 005 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 19'-0 120.0000mA 19.0495V (0.1527V) 006 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 15'-0 120.0000mA 18.9466V (0.103V) 007 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 13'-0 120.0000mA 18.8726V (0.074V) 008 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 12'-0 120.0000mA 18.8183V (0.0542V) 009 CS -24W STROBE, M -C, WHITE, CEILING, 15CD 13'-0 120.0000mA 18.7749V (0.0435V) 010 CHS -24W HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING, 75CD 19'-0 222.0000mA 18.7336V (0.0413V) 194'-0 1302.0000mA Total Current: 1302.0000mA (Total VDrop Percent:8.17%) Total Voltage Drop : 1.6664V 15CD 15CD 15CD 1500 6 Lary 15CD 15CD 15CD 15CD 15CD 15CD ry 15CD 30CD oma' Dry 15C0 15CD EXISTING FACP Gry 15CD 15CD 15CD INDIGO- SOUTHCENTER Circuit Legend Abbreviation Type Name Circuit Line Type U #1814 FPLR SLC -SIGNAL LINE CIRCUIT A #1614 FPLR TWISTED PAIR NAC/SIG-NOTIFICATION CIRCUIT DESCRIPTION Fire Alarm Symbol Legend i.. - MFG MODEL QUANTITY RPS INDIGO MMi ier BACKBOX REQUIREMENTS MOUNTING REQUIREMENTS EXISTING ADDRESSABLE PULLSTATION MMI PS FACP MONITORING MODULE, MINI, ADDRESSABLE RELAY MODULE, ADDRESSABLE NAC POWER SUPPLY 6 AMP 4 OUTPUT EXISTING ADDRESSABLE FACP HORN/STROBE, 2 WIRE, M -C, WHITE, CEILING STROBE, M -C, WHITE, CEILING ADDRESSABLE PHOTO SMOKE SILENT KNIGHT 1 SD500-PS SILENT KNIGHT ` SD500-MIM SILENT KNIGHT POTTER SILENT KNIGHT POTTER POTTER 2 BBOX-2, Standard backbox, 2 48"AFF SD500-ARM PSN -64 5808 CHS -24W CS -24W SD500-APS SD500-APS 1 1 1 4 15 1 BBOX-2, Standard backbox, 2 BBOX-2, Standard backbox, 2 BBOX-2, Standard backbox, 2 BBOX-2, Standard backbox, 2 FIRE ALARM TENANT IMPROVEMENT TUKWILA , WA Y,. T' Without Comments its ® As Noted in Reo 0 Per The Attached Letter These plans have been reviewed by T"he Tukwila Fire Prevention Bureau rot conformance with current City standards. Acce13 1< subject to errors and omissions which do ).;athorize violations of adopted t..:andards and ordinvi : .. -rhe responsibility for the adequacy of design i t ovally with the designer. Additions, deletions 1;r .,vi Ions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subseguen'i ; proval. Final acceptance is subject to tiela test tli,14 ii;15.2,ection by The Tukwila Fire Prevention Bureau. 1 rgoinLA FIRE DEPARTMENT E. TT Pens° co!!, 206-575-1-M7 )p7 a c Ovatills Fire Permit Moa and exact 247.1,:xiss or shut- down or restmlion approval. 1 II 1 ,f! STAFF I , SOILED -j A.7 IIS Z I + i / 1... NOTICE 4 completed, signed, Thkwil Fire Department Pre-test Certificate must he presentec to the Inspector prior to 0mmenc.,:lro- ,; cceptanc,: Testing a,.„Fre' and X1111 cl ' >nfl VICINITY MAP Men's Wearhouse Arashi Ramen If AM)jd Jaluaaytnos DSW The Old Spaghetti Factory 17275 Southcenter Pkwy Minkler Blvd Pro Golf Discount - Southcenter i) Red Robin Gourmet Burgers 0 c Minkler B Ai Party REFLECTED CEILING PLAN SUITE TOILET SUITE j SUITE ' --SUITE ,..1 .,,, Al - ' ''• r ,r7i........ ll �: 1i�iti 1 I [j �i ,` 3,l` ECK-O71..... . C. ..... 111 .N1 a._._.__REGISTRATION -2.-,--;.-..,E.7-:.-r.71 1 to 1 " 3 �-2 .f �9 SCALE -11'i 11 i, .(9 0" is ,i }i LOBBY `;---- ----0101-1' it L._.._.._._._ _ ADMINI I ; ,'i I 11 V 4 0 DEVICES MARKED (E) ARE EXISTING TO BE RELOCATED AS SHOWN (E) STAFF A A z SOILED SIG 002 1500 SiG2•o0 Q 15CD I IL -:- i SIG1.002 15CD 1 SIG1.001 15CD I Vt 01111141111 Li SUITE SIG2.003 15CD TREATMENT If'+I OM* - ."�4 SIG2•004 ......6. 15CD r H 30CD _� TOILET s191.003 15CD =Yi CARE TEAM STORAGE it PS 1 SLC1.054 j POCT SUITE SIG2.005 15CD -- SIG1.00 15CD SUITE SUITE A SIG2•006 15CD SIG1.0 15CD CLEAN MFn TOILET 40111111111 11111•116 SIG2.0O7 SIG2;0041 15CD /15CD II 1 'I ii. TOILET SUITE IC SCALE 50015011: IGt•1 f008 SITI009 15 1C11: COPY SIG1• 7 SCAN 15CD SUITE i ADMINI MANAGER II I SLC1.053 SLC1.052RPS TROUBLE RPS TRIGGER SIG2•00 15CDI A LOBBY REGISTRATION SUITE 160 - INDIGO 18/4 FPLR EXISTING LC FROM THEAC F P PAID 4:13 22 • . TUKWILA FIR' Zz8zLi .l [p. S'0 FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 425-290-9600 osMo NFPA® 000805173 ROY L CATS #1473 CITY OF REDMOND ROY L CATS DESIGNER OF RECORDS qoo-B-ooa D REVISION RECORD DATE / DESCRIPTION SHEET LIST FA 1.0 FIRE ALARM T.I. SCALE : 1 /8" =1' DATE: 4/20/16 c B PROJECT NAME A SHEET DESCRIPTION kJti �i VJ FIRE ALARM TENANT IMPROVEMENT SHEET NUMBER FA 1.0 9 7 5