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PP - 243 MINKLER BLVD - LAMS SEAFOOD MARKET - PERMITS AND PLANS
243 MINKLER BLVD ASSOCIATED PERMITS 19-S-162 D19-0199 D19-0034 19-H-224 D19-0198 D19-0255 19-F-205 D18-0361 D19-0200 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 reviewTUKWI A FIRE PAID OCT 75 2019 **PLEASE PRINT** King Co. Assessor's Tax No.: *)C\_ Suite Number: Floor: LUQNew Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: i( Company Name: Mailing Address: E-mail Address: NICET III number: Total number of new/relocated devices or sprinkler heads: City State Zip Day Telephone: 1\s 3ov)3 - '\ City State Zip ON\ Fax Number: Contractor's City of Tukwila Business License number: -65 l C)c\c3) a Valuation of Project (contractor's bid price): $ LAS, Cig) • % ormation): -► �e.� cZ) �` �/ 1 ` Scope of Work (please provide detailed i \) CO% 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. S S C \6A 2 it\ 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 PE • _IT. BUILDING 0 Signature: Print Name: AUTHORIZED AGENT: Plan Permit App.doc GDS 4 ca \R Day Telephone: Date: 3a3-tla6') 8/22/14 TFD FP Form 8 44Ew1:44 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 1 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION King Co. Assessor's Tax No.: 262304-9110 Site Address: 243 Minkler Blvd., Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Lam's Seafood Market Property Owner's Name: Kimco Realty Mailing Address: 4065 Factoria Sq. Mall SE Suite F-10 Belivue WA 98006 City State Zip New Tenant? I Yes 0 - No CONTACT PERSON -if there are questions about the submittal. Name: Mathew Straughn II Day Telephone: 253.872.7222 Company Name: Archer Construction Mailing Address: 7855 S. 206th St. Kent WA 98032 City State Zip E-mail Address: mstraughn(u7archerconstruction.com Fax Number: Contractor's City of Tukwila Business License number: ARCHEI*219DR Total number of new/relocated devices or sprinlder heads: 76 Valuation of Project (contractor's bid price): $ 42,840.87 scope of Work (please provide detailed information): Adding new heads for new walls & ceilungs as well as adding a new dry system with uprights to cover exterior canopies. 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 QUTHOZED AGENT: Signature: Print Name: Mathew Str Plan Permit App.doc Date: 07/26/2019 n 11 Day Telephone: 253.872.7222 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Lam's Seafood Market 243 Minkler BI Permit No.: 19-S-162 Date: August 14, 2019 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 ' off the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Weld stamps shall be inspected on the ground, before pipe is hung. • 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, 2019 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit --p‘g-0/qT PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:� S �� / Type of Inspection: � 45*C., Address: Suite #: `? �� t�,�,�IA., Contact Person: ot40 Special Instructions: Phone No.: . c ,- l7` -(i 2Pz Approved per applicable codes. Corrections required prior to approval. COMMENTS: NA -C -mea Needs Shift Inspection: Sprinklers: Fire Alarm: Date: pH % I Hood & Duct: Monitor: i Pre -Fire: Permits: 1 , Occupancy Type: Inspector:\l \\'c- ( Date: pH % Hrs.: j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit cc PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I I Lam 9 Type of Inspection: c--- rt- Address: ,..7,�,..7I Suite #: y.--) ,..alcrcic, MI Contact Person: %-- Special Instructions: 1k. Occupancy Type: Phone No.: 'e,(0 3'(—/025'_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: .41„.kc, --r-ks 6A (Aicr-57tov.ik 4(,( tvaki wrorA. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: \ \\\ Occupancy Type: InspectorL\� , Date: 7 iIL - Hrs.: I $1 00 NSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Ccmpany Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Ofy PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Zd/Wi ,C6etia Type of Inspection Hood & Duct: Monitor: ' ri)v .r!' 4t ilt-r i 1AU 1su(4 -to g Address:�� Suite #: %/� `�� �c �r Contact Person: / . Special Instructions: 1 . 1 AD9t 5V Phone No.: i ri S ,L-/d2'r per app ica • le codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ' ri)v .r!' 4t ilt-r i 1AU 1su(4 -to r✓1 z -.f, ' Li L Sz(F r4-rfriidiSrya tq-(of6 SU 1 -HCI AIM C ZA-t5( t9S,2/ Occupancy Type: AD9t 5V iJi. V -- C 1 U 1 SI V t. roe zct3 imN - -ii l -.R. der• .._� _ _ _ f2c- �i X1C i r6 t21.0d 1-2-. 1 - Olt Lk J}o 4, kit./ 1. 12-1401-q Needs Shift Ins ction: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:JAI\ �— Date: te,,Wzo Hrs.: 1 $10.60 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS _ Ul L 1JOD CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:4i0j SepAcc.) 3c(4 -<;:f/ Type of Inspection: Hood & Duct: Address: Suite #: / 2..' Contact Person: %' Permits: I� Special Instructions: Phone No.: ed(7 ?'%9 5 -747 - Approved per applicable codes. Corrections required prior to approval. COENTS: 70-6 504Z-SnUel Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Hrs.: Pre -Fire: Permits: 11 Occupancy Type: Inspector:. I' ' r41 Date: p f y W Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bNN-c7) Dig - o2 bi'-Glia( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: , �� Type of Infection: Address: Suite #: / 73 ye .cc ,x11 Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Dig — a i Z �-- crfr.(a-fr, "-- et6c- Pre -Fire: Permits: Occupancy Type: \110( - 62,c -c- , — ems 1:r 1`9 - D alb ,„, e — e S b - o 2-e0 ,--- s� -�c -- erf " bn- o ri-o) ---- - ..onot.kc.I., -- Pic Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: gfri.3,0 Date: W97�2.10 Hrs.: Z. ‘/ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 11—F205~ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Z43 i of v- T" c \LW Type of Inspection: ftG 97? -#11 '', Hood & Duct: C Address:Contact Suite #: (TMS g4, Person: MK, ,b -r — Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: \' 1 C\I N/IN, W Ps-rc R to CIX ) Permits: it\ Occupancy Type: 14k, 55-rttSfirv t(7 r 1(�i w ctivI pO witi ,l Q A< v+ 50,44, AU_ cilearti \kikt(43) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: it\ Occupancy Type: Inspector: (\'\. Date: (Y4 fir, y Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Page Two lot—odsce PERMIT NUMBERS kV' COMMENTS CONTINUED: sic4-t kk.6 ice( W Z(4st/3(N 61' O7 Inspection Record page 2.doc 4/4/11 T.F.D. Form F.P. 113 Sc INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: VAS "o Fire Alarm: Type of Inspection: Ailati Address:�t�� Suite #: -1 A � wI l k.- 04114,401, • Contact Person: MIC44P._ Special Instructions: 4 Coket.r ( • Uovr- \ , Phone No.: . 1 cfZS .33 — 927 17 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: op ‘V.) i 5 -roc -t-O s vg- Occupancy Type: /'t,_ 4 Coket.r ( • Uovr- \ , Wlk WI, YU \J( SEI i SOK 1( ())•) l�C( (C i'Z5 OLVU)47 Qici 5frtokx6 ,i /c7 (v141r_ --Putt_ $'(4110 *Lice> . \-\cx tv KIL 10b (14AtinOvV) Needs Shift Ins ction: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: i Occupancy Type: Inspeftor: `\... Date: ill or_ek) Hrs.: ni "e City of Tukwila Finance Department. Call to schedule a reinspection. INSPECTION FEE REQUIRED. You will receive an invoice from Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: j r Approved 564, f_e:501' Type of Inspection: i Address: ,,7, Suite #: 27 ‘,/, ii /`gatl rov. Contact Person: 74 g6NIC o i2 "7 Special Instructions: Occupancy Type: Phone No.: -9/— /00-S-- s Approved per applicable codes. Corrections required prior to approval. COMMENTS: tott wxt,(11J-1 4-0 Ae.,,k (Pw Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: a 0 Occupancy Type: Inspector: v‘K-',FIAIIS Date: 11 thALtj Hrs.: IQW Fri Ji4v : : . ' 0 REINSPECTION FEE REQUIRED. You will receive an invoice from the ity of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /k Sril / Type of Insp n: Address: 2 �3 Suite #: ,. A` �Lr // I,¢,t Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: w...,;tar/A,(7)-) 5)>7,44&-ea4-, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: /4,14(c-3 Date: 603/1 % Hrs.: (.-c $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 ti Norita Deckard From: Ben Hayman Sent: Tuesday, November 20, 2018 9:39 AM To: Arthi Chand; Ben Hayman;'dylanbailey@waterdistrict125.com'; Fessenden, Janise; Janine Springer (Janine.M.Springer@usps.gov); Jeremy DelMar; Joanna Fortenberry; King County Assessor's Office; Norita Deckard; PSE Addressing - PSE (ServiceAddressCorrec@pse.com); Rachelle Ripley; Roman Linsao; Scott Corwin; Shane Young; 'Tina.c.Fisher@usps.gov'; Valley View Sewer District (valvue@valleyviewsewer.org); Xfinity Subject: Address Addition for Tukwila Attachments: 243 Minkler Blvd. PIN 2623049110.pdf Please update your records to show that PIN 2623049110 has been assigned an additional address of: 243 Minkler Blvd Tukwila, WA. 98188 I have attached a PDF for further clarification. Have a great Thanksgiving, Ben Ben Hayman 1 Battalion Chief Tukwila Fire Department I Fire Marshal 6300 Southcenter Blvd. #209 Tukwila, WA. 98188 Email: Ben.Hayman@TukwilaWA.gov Main: 206-971-8723 1 902i173 901417333 L7250 01_ 20 • •,13.9i. • • IPA 17380 17'410 617555 91? • 348 •17p56 617364 617338 .172C0 243 Minkler Blvd. 2 1400 301 ipso 17470 6 17480 *17500 617570 Minkler Blvd 0378 j56 • • • 0000 370 .350 • t360 1.344 • 17 321 91 :Ill 5- • _1111 6335 349 0061b m?51. 1125 9102 11,71 350 • Muland 1.1 9098 .11 • Honeywell I Online Tools For Fire Version 2.0.14 PROJECT DETAILS Project Name : Lam's Seafo Project Code : Project Location : Tukwila, Washington PREPARED BY keenan witt Voltage Drop Calculations POWER SOURCE : Existing MODEL NUMBER : 5495 BRAND : SilentKnight CLASS B 20.4 VOLTS DC POWER CIRCUIT: NAC Circuit 1 3 Amps 14 AWG 10 DEVICES 25.63 % (0.769) AMPS USED 2,8 % (0.572) VOLTAGE DROP 4 MODEL CANDELA PATTERN VOLUTE TONE CURRENT (amps) DISTANCE FROM PREVIOUS DEVICE (Ft) I? AWG 14 AWG I6 AVG 18 AVvG 1 P2RK 15 Temporal High Electromechanical 0.079 20 20.338 20.302 20.244 20.151 2 PC2R 15 Temporal High Electromechanical 0.079 30 20.255 20.170 20.034 19.816 3 PC2R 15 Temporal High Electromechanical 0.079 30 20.181 20.053 19.848 19.520 4 P2RK 30 Temporal High Electromechanical 0.107 20 20.138 19.985 19.740 19.348 5 P2RK 30 Temporal High Electromechanical 0.107 20 20.104 19.931 19.654 19.211 6 PC2RL 15 Temporal High Electromechanical 0.071 20 20.078 19.890 19.589 19.108 7 PC2RL 15 Temporal High Electromechanical 0.071 20 20.058 19.858 19.539 19.028 8 - SRL 15 0.043 10 20.051 19.847 19.521 19.000 9 SRL 15 0.043 10 20.046 19.839 19.507 18.979 10 PC2RL 30 Temporal High Electromechanical 0.090 20 20.039 19.828 19.489 18.950 Voltage Drop 0.361 0.572 0.911 1.450 POWER SOURCE : Existing MODEL NUMBER : 5495 BRAND : SilentKnight CLASS B 20.4 VOLTS DC POWER CIRCUIT: NAC Circuit 2 3 Amps 14 AWG 8 DEVICES 26.87 % (0.806) AMPS USED 3.27 % (0.668) VOLTAGE DROP F': MODEL CANDELA PATTERN VOLUME TONE . CURRENT (amps) DISTANCE FROM PREVIOUS DEVICE (Et):,3 12 Awo 14 AWG 16 AWG 18 AVdG 1 PC2RL 30 Temporal High Electromechanical 0.090 30 20.303 20.246 20.154 20.009 2 PC2RL 30 Temporal High Electromechanical 0.090 30 20.217 20.109 19.936 19.662 3 PC2RL 30 Temporal High Electromechanical 0.090 30 20.142 19.989 19.745 19.359 4 P2RK 75 Temporal High Electromechanical 0.176 25 20.088 19.904 19.609 19.142 5 PC2RL 30 Temporal High Electromechanical 0.090 30 20.045 19.835 19.499 18.967 6 PC2RL 30 Temporal High Electromechanical 0.090 30 20.012 19.783 19.417 18.836 7 PC2RL 30 Temporal Hi¢h Electromechanical 0.090 30 19.990 19.749 19.362 18.749 MODEL CANDELA PATTERN VOLUME TONE PC2RL 30 Temporal Electromechanical CURRENT FROM 12 14 16 18 (amps) PREVIOUS AWG AWG AWG AWG DEVICE (Ft) 0.090 30 19.979 19.732 19.335 18.705 Voltage Drop 0.421 0.668 1.065 1.695 POWER SOURCE : Existing MODEL NUMBER : 5495 BRAND : SilentKnight CLASS B 20.4 VOLTS DC POWER CIRCUIT: NAC Circuit 3 3 Amps 14 AWG 9 DEVICES 32.1 % (0.963) AMPS USED 4.36 % (0.890) VOLTAGE DROP ? MODEL CANDELA PATTERN VOLUME TONE CURRENT (amps) DISTANCE FROM PREVIOUS DEVICE (Ft) 12 AWG 14 AWG 16 AWG 18 AWG 1 P2RK 75 Temporal ITigh Electromechanical 0.176 40 20.245 20.154 20.009 19.778 2 PC2RL 30 Temporal High Electromechanical 0.090 30 20.150 20.003 19.769 19.396 3 PC2RL 15 Temporal High Electromechanical 0.071 30 20.066 19.870 19.557 19.058 4 PC2RL 30 Temporal High Electromechanical 0.090 30 19.991 19.750 19.366 18.755 5 P2RK 75 Temporal High Electromechanical 0.176 20 19.948 19.682 19.257 18.582 6 PC2RL 30 Temporal High Electromechanical 0.090 30 19.905 19.613 19.147 18.407 7 PC2RL 30 Temporal High Electromechanical 0.090 30 19.872 19.561 19.065 18.276 8 PC2RL 30 Temporal High Electromechanical 0.090 30 19.850 19.527 19.010 18.189 9 PC2RL 30 Temporal High Electromechanical 0.090 30 19.839 19.510 18.983 18.145 Voltage Drop 0.561 0.890 1.417 2.255 POWER SOURCE : Existing MODEL NUMBER : 5495 BRAND : SilentKnight CLASS B 20.4 VOLTS DC POWER CIRCUIT: NAC Circuit 4 3 Amps 14 AWG 8 DEVICES 20.27 % (0.608) AMPS USED 2.91 % (0.594) VOLTAGE DROP MODEL CA'NDELA PATTERN VOLUME TONE C.URRl (amps) D1STANCE FROM PRE-V1OUS DEVICE (Ft) »` 7 3 AVG 14 AWG 16 AWG 18 AWG 1 PC2RL 30 Temporal High Electromechanical 0.090 40 20.302 20.245 20.153 20.007 2 PC2RL 30 Temporal Hlgh Electromechanical 0.090 40 20.219 20.113 19.942 19.672 3 PC2RL 15 Temporal High Electromechanical 0.071 40 20.150 20.004 19.768 19.395 4 PC2RL 15 Temporal High Electromechanical 0.071 40 20.093 19.913 19.623 19.164 5 SRL 30 0.063 20 20.070 19.877 19.565 19.072 6 SRL 15 0.043 20 20.052 19.849 19.520 19.000 7 PC2RL 30 Temporal High Electromechanical 0.090 25 20.034 19.820 19.474 18.927 8 PC2RL 30 Temporal High Electromechanical 0.090 25 20.025 19.806 19.451 18.891 Voltage Drop 0.375 0.594 0.949 1.509 Voltage Drop Calculations POWER SOURCE : PS 2 MODEL NUMBER : 5495 BRAND : SilentKnight CLASS B 20.4 VOLTS DC POWER CIRCUIT: NAC Circuit 1 3 Amps 14 AWG 6 DEVICES 21.53 % (0.646) AMPS USED 3.07 % (0.626) VOLTAGE DROP POWER SOURCE : PS 2 MODEL NUMBER : 5495 BRAND : SilentKnight CLASS B 20.4 VOLTS DC POWER CIRCUIT: NAC Circuit 2 3 Amps 14 AWG 10 DEVICES 25.6 % (0.768) AMPS USED 3.5 % (0.714) VOLTAGE DROP 4 MODEL CANDELA PATTERN VOLUME TONE CURRENT (amps) DISTANCE FROM PREVIOUS DEVICE (FO 12 AWG 14 AWG 16 AWG 18 AWG 1 PC2RL 75 Temporal High Electromechanical 0.143 70 20.218 20.111 19.941 19.669 2 PC2RL 30 Temporal High Electromechanical 0.090 35 20.147 19.999 19.762 19.385 3 PC2RL 30 Temporal High Electromechanical 0.090 35 20.089 19.907 19.615 19.151 4 PC2RL 75 Temporal High Electromechanical 0.143 40 20.037 19.825 19.484 18.942 5 PC2RL 30 Temporal High Electromechanical 0.090 . 30 20.015 19.791 19.429 18.855 6 PC2RL 30 Temporal High Electromechanical 0.090 30 20.004 19.774 19.402 18.811 Voltage Drop 0.396 0.626 0.998 1.589 POWER SOURCE : PS 2 MODEL NUMBER : 5495 BRAND : SilentKnight CLASS B 20.4 VOLTS DC POWER CIRCUIT: NAC Circuit 2 3 Amps 14 AWG 10 DEVICES 25.6 % (0.768) AMPS USED 3.5 % (0.714) VOLTAGE DROP 4 MODEL CANDELA PATTERN .. VOLUME TONE CURRENT a1 (amps) DI STANCE FROM PREVIOUS DEVICE (Ft) 12 AWG 14 AWG 16 AWG 18 AWG 1 PC2RL 30 Temporal High Electromechanical 0.090 30 20.307 20.253 20.166 20.028 2 PC2RL 30 Temporal High Electromechanical 0.090 30 20.225 20.123 19.959 19.699 3 PC2RL 30 Temporal High Electromechanical 0.090 30 20.154 20.010 19.780 19.414 4 PC2RL 30 Temporal High Electromechanical 0.090 30 20.094 19.915 19.628 19.173 5 PC2RL 30 Temporal High Electromechanical 0.090 30 20.045 19.837 19.504 18.975 6 PC2RL 30 Temporal High Electromechanical 0.090 30 20.007 19.776 19.407 18.821 7 PC2RL 15 Temporal High Electromechanical 0.071 30 19.980 19.732 19.338 18.710 8 PC2RL 15 Temporal High Electromechanical 0.071 30 19.961 19.702 19.290 18.634 9 SRL 15 0.043 20 19.954 19.691 19.273 18.606 10 SRL 15 0.043 20 19.951 19.686 19.264 18.592 Voltage Drop 0.449 0.714 1.136 1.808 M 19 S -4(0? - Job 9 -S -16a - Job Number: S19-048 Report Description: Ordinary Group II•AREA 01 (01 .t6tigr,,�,„'r'': srv:� .,. ,_ .,. aiw,,,., �„ ,...,. .� < '<^54a�t•:' .. .. ... .. .... ... .i ... .. „ .. .<... .. Job Number S19-048 Design Engineer Straughn Job Name: Lam's Seafood Market State CerllfcatroNLrcense Number ARCHEI*219DR Address 1 243 Minkler Blvd. AHJ Tukwila Address 2 Tukwila, WA 98188 Job Site/Buildrng Address 3 Drawing Name S19-048 - Lam's Seafood Market - Revised >��, , • Systeiri" .,, .'°, f'- ,.;; e.=; V,.... �'temiate.Area`�sj�.4:' �: �,� ;'. :,.,• Most Demanding Spnnkler Dale 5.6 K -Factor 20.00 at 12.76 Occupancy Ordinary Group II•AREA 01 Job Suffix Hose Allowance At Source 250.00 Density 0.20gpm/ft' Area of Application 800.00ft' (Actual 800.66ft') Addrbonal Hose Supplies Node Flow(gpm) Number 01 Sprinklers Calculated 6 Coverage Per Sprinkler 100.00ft' REVIEWED THE FPI CONSORTIUM, INC. X_.. No Comments/No Exceptions Taken. _ Make Corrections As Noted Revise and Resubmit Reviewed for general c .morn once with enc., Dr.,sign Basi;-, Thk roviow is not intended to authorize any work not in axerdanco with Code By: G PA Date: 713112019 : Digitally signed by Carl Carl Anderson, PE Anderson PE Date: 2019.07.31 14:12:45 -07'00' 5'a Total Hose Streams 250.00 System Flow Demand 131.96 Total Water Required (Including Hose Allowance) 381.96 Maximum Pressure Unbalance In Loops Maximum Velocity Above Ground 20.80 between nodes 25 and 16 Maximum Velocity Under Ground Volume capacity of Wet Pipes 1589.54ga1 Volume capacity of Dry Pipes Node Name Hose Flow (qpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 148.00 20.00 5028.00 146.91 381.96 90.25 56.67 . ., /, s.,,"i, j' ,o - i's C,ontk'1Ctt)!'. : . .. .,,. !t;",'i�. ,^ ..;, ;'::"i7 g;:.. y; ;7 ., ';x.•"i°:. - .<,., ,. .. , .,., Contractor Number 21 Contact Name Mathew Straughn Contact Tele Designer Name of Contractor. Archer Constuction Phone 253-872-7222 Extension 225 Address 1 7855 South 206th ST FAX 253-872-7277 Address 2 Kent, WA 98032 E-mail mstraughn@archerconstruction.com Address 3 Web -Sita �( © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:13:21 PM Page 1 Hydraulic:Graph Job Number: S19-048 Report Description: Ordinary Group II -AREA 01 (01 Water Supply at Node 1 150 I Static Pressure 148.00 135 120 105 131.96@90.25 90 N n 381.96 with hose streams 0 75 (n (n N a 60 ystem demand curve 45 30 028.00 @ 20.00 15 IIIIIII11 mum] 11111111111111111111111 111 111111111 111111111 111111111 111111111 0 -10002000 3000 4000 5000 6000 7000 Water flow, gpm 8000 9000 10000 Hydraulic Graph Water Supply at Node 1 Static Pressure 148.00 Residual Pressure 20.00 @ 5028.00 Available Pressure at Time of Test 146.91 @ 381.96 System Demand 90.25 @ 131.96 System Deme,. (IngWrg Hose Anowance at Source) 90.25 @ 381.96 M.E.P.CAD, Inc. Il AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:13:24PM Page 2 9f Outflowing C7►evic+�s` ` ". Job Number: S19-048 Report Description: Ordinary Group II•AREA 01 (01) Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) ti> Sprinkler 601 20.00 20.00 5.6 12.76 Sprinkler 602 20.14 20.00 5.6 12.94 Sprinkler 603 20.65 20.00 5.6 13.60 Sprinkler 604 21.71 20.00 5.6 15.03 Sprinkler 605 23.46 20.00 5.6 17.55 Sprinkler 606 26.00 20.00 5.6 21.55 GJ Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:13:25PM Page 3 11 Job Number: S19-048 Report Description: Ordinary Group II•AREA 01 (01) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -2-10 S 90.25 131.96 601 9-6 Spr(-12.76) 12.76 20.00 602 9-6 Spr(-12.94) 12.94 20.14 603 9-6 Spr(-13.60) 13.60 20.65 604 9-6 Spr(-15.03) 15.03 21.71 605 9-6 Spr(-17.55) 17.55 23.46 606 9-6 Spr(-21.55) 21.55 26.00 16 9-6 28.44 25 15-2 E(2-10) 53.08 476 4-3 BV(6-10) 85.91 479 6-6% 84.14 490 1-2 88.50 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:13:27PM Page 4 Hydraulic Alnalysi Job Number: S19-048 Report Description. Ordinary Group II -AREA 01 (01) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream ® Route 1 BL 1.6820 20.00 2.89 100 0.018292 10-0 10-0 Pf 0.18 Pe Pv 601 9-6 20.00 5.6 12.76 Sprinkler 602 9-6 12.94 BL 1.6820 40.14 5.80 100 0.066381 10-0 10-0 Pf 0.66 Pe Pv 602 9-6 20.14 5.6 12.94 Sprinkler 603 9-6 13.60 BL 1.6820 60.80 8.78 100 0.143066 10-0 10-0 Pf 1.43 Pe Pv 603 9-6 20.65 5.6 13.60 Sprinkler 604 9-6 15.03 BL 1.6820 82.51 11.91 100 0.251702 10-0 10-0 Pf 2.52 Pe Pv 604 9-6 21.71 5.6 15.03 Sprinkler 605 9-6 17.55 BL 1.6820 105.97 15.30 100 0.399888 10-0 10-0 Pf 4.00 Pe Pv 605 9-6 23.46 5.6 17.55 Sprinkler 606 9-6 21.55 BL 1.6820 131.96 19.05 100 0.600072 11-6 11-6 Pf 6.89 Pe Pv 606 9-6 26.00 5.6 21.55 Sprinkler 16 9-6 28.44 BL 1.6100 131.96 20.80 100 0.742564 27-11'A 8-6% 36-6 Pf 27.10 Pe -2.46 Pv 16 9-6 28.44 25 15-2 53.08 3E(2-10) BL 2.1570 131.96 11.59 100 0.178701 148-6 4-4% 152-11 Pf 27.32 Pe 3.74 Pv 25 15-2 53.08 479 6-6'/ 84.14 E(4-4'/) BL 2.6350 131.96 7.76 100 0.067418 1-71/2 6-10 8-5''/ Pf 0.77 Pe 0.99 Pv 479 6-6% 84.14 476 4-3 85.91 DPV(-0.20), BV(6-10) BL 2.7050 131.96 7.37 120 0.042348 5-3 24-0 29-3 Pf 1.24 Pe -0.32 Pv 476 4-3 85.91 493 5-0 86.83 3LtE(4-0), PO(12-0) CM 8.2490 131.96 0.79 120 0.000186 2-9'A 45-9V 48-7Yz Pf 0.01 Pe 1.66 Pv 493 5-0 86.83 490 1-2 88.50 ALV(41-1'/), GV(4-8%) FM 8.2490 131.96 0.79 120 0.000186 66-0% 21-1'A 87-2 Pf 0.02 Pe 1.73 Pv 490 1-2 88.50 1 -2-10 90.25 E(21-1%), S EquiviitentPi ,eLe the of Valves and tittin C=.1�2b `onl . P .: 9s ( Y} , ' :..:, i." G Value Miiliipiier ( Actual Inside Diameter 4'87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) =Factor / © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:13:29PM Page 5 rauno AnaIsis Job Number: S19-048 Report Description: Ordinary Group II -AREA 01 (01) Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Elevation Discharge K -Factor Pt Pn Fittings Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GloV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red sCV Spr St T Tr WirF WMV z Length Eq. Length Total Length iqLeei t. Pressure Summary Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap M.E.P.CAD, Inc. 11,1 AutoSPRINKO 12 v12.1.1.0 7/25/2019 1:13:29PM Page 6 Job Number: S19-048 Report Description: Ordinary Group II•A tiklK• .* :`I:u x":',,, .. .,. �"v:. •. ,. .. n, 's^ .�_',,wi'',z �.� .^,';'^�'�'e'�e.'m;• ... ?, a.�"<1.r�: u'�r'rF.. ° .. ., .. Job Number S19-048 , Design Engineer Straughn Job Name Lam's Seafood Market State Certitcatton/License Number ARCHEI*219DR Address 1 243 Minkler Blvd. AHJ Tukwila Address 2 Tukwila, WA 98188 Job StteJBreld ng Address 3 Drawing Name S19-048 - Lam's Seafood Market - Revised }'p� .y„ a - za,.^. ' .^ .g}`. r vtg< "'w.r,•:'4�y. };', c t aM�;, `'� ^d'`$' r'x"�'« Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.76 Occupancy Ordinary Group II•AREA 02 Joh Suffix� Hose Allowance A: Source 250.00 Denatly 0.20gpm/ft' Area of Applinabon 593.00ft' (Actual 593.19ft') Addll:onal Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 8 Coverage Per Sprnkler 100.00ft' REVIEWED THE FPI CONSORTIUM, INC. X_ No Comments/No Exceptions Takc:3n Make Corrections As .Noted __ Relvise and Resubmit o};If.N*.xi for i, -,4:;r: •vii r,onti,(rnance with the De'.rcyt (`53',.' Thu l,°'.;le,.,., 3 not intended to au'houze any wotk not in .3i,.r_ `Idanc; Nn'ii Code de By....CPA._...._...... Date: 713112019 Digitally signed by Carl Carl Anderson, PE ate: 2019.07.31 14:14:29 Anderson, PE -071001 Toral Hose Stream, 250.00 System Flow Demand 172.21 Total Water Required (Including Hose Allowance) 422.21 Maxlmdm Pressure unbalance In Loops o.00 Maximum Velocity Above Ground 27.14 between nodes 27 and 28 Maximum Velocity Under Ground Volume capacity of Wet Pipee 1589.54ga1 Volume capacity of Dry Pipes �,';v�, k,tl, 2'.. � ,e+'b1✓fz�y`.M a&�X.k.��f��.. ,�,,� ¢�.}� .( s'} y::j0s ,yix". u,rL'LN ,. .. � Node . Name Hose Flow (gpm) Static (psi) Residual Flow (psil @ jgpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 148.00 20.00 1 5028.00 146.69 1 422.21 113.16 _ 33.53 �a '„e '^�' 1 s t�Jf x.,11 t " 3."8 �"` �%y a>�+'✓ 'y. WMVi I r .. e rw,i,. „ ,. :R :^s.e.�£ w." ",".,"J'a"s.° ai .^. .. 3'.u<'�'kro: _ .,,,n „ ,.. .. ,�' aY..•4!.'n.°C d .,ys .," - __ ., ,... Contractor Number 21 Contact Name Mathew Straughn Contact Tale Designer Name of Contractor Archer Constuction Phone 253-872-7222 Extension 225 Address 1 7855 South 206th ST FAX 253-872-7277 Address 2 Kent, WA 98032 E-mail mstraughn@archerconstruction.com Address 3 Web -Sue © M.E.P.CAD, Inc. +fit AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:24:20PM Page 1 Nydrarlia`Gr-ap Job Number: S19-048 Re on Descriation: Ordinary Groua 1I•AREA 02 (01 Water Supply at Node 1 150 I Static Pressure 1 1 148.00 135 120 172.21 422.21 @ 113.16 with hose streams 105 90 N fl J75 S stem demand curve 60 45 30 028.00 @ 20.00. 15 111111IIIIIIIII 111111111111111111111 tiIIII 11111.1111 111111111 111111111 111 111 111 01 90002000 3000 4000 5000 6000 7000 8000 9000 Water flow, gpm 10000 Hydraulic Graph Water Supply at Node 1 Static Pressure 148.00 Residual Pressure 20.00 @ 5028.00 Available Pressure at Time of Test 146.69 @ 422.21 system Demand _ 113.16 @ 172.21 system oemaw (Indudi g Hose Allowance sl Source) 113.16 @ 422.21 k, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:24:22PM Page 2 • Summary OutfioWing Devicei Job Number: S19-048 Report Description: Ordinary Group II•AREA 02 (01) Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 609 24.99 20.00 5.6 19.92 Sprinkler 610 23.10 20.00 5.6 17.02 Sprinkler 611 22.00 20.00 5.6 15.44 Sprinkler 612 20.15 20.00 5.6 12.94 Sprinkler 613 20.91 20.00 5.6 13.94 Sprinkler 616 20.15 20.00 5.6 12.94 Sprinkler 636 20.91 20.00 5.6 13.94 c> Sprinkler 639 20.00 20.00 5.6 12.76 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:24:24PM Page 3 Analysis : ;< Job Number: S19-048 Report Description: Ordinary Group II•AREA 02 (01) Node Elevation(Foot) Fittings Pressure(psi) ' Discharge(gpm) 1 -2-10 S 113.16 172.21 609 9-6 Spr(-19.92) 19.92 24.99 610 9-6 Spr(-17.02) 17.02 23.10 611 9-6 Spr(-15.44) 15.44 22.00 612 14-10 Spr(-12.94) 12.94 20.15 613 14-10 Spr(-13.94) 13.94 20.91 616 14-10 Spr(-12.94) 12.94 20.15 636 14-10 Spr(-13.94) 13.94 20.91 639 9-6 Spr(-12.76) 12.76 20.00 19 9-6 T(4-5) 22.32 21 14-10 T(3-7) 14.58 26 15-2 PO(7-0'A) 57.42 27 15-2 50.04 28 15-2 PO(4-3%) 29.98 31 14-10 PO(3-7) 14.94 55 14-10 PO(3-7) 15.74 476 4-3 BV(6-10) 108.02 479 6-6'A 105.73 490 1-2 111.40 ©M.E.P.CAD, Inc. AutoSPRINK6 12 v12.1.1.0 7/25/2019 1:24:25PM Page 4 111 raulic Analysis Job Number: S19-048 Report Description: Ordinary Group II•AREA 02 (01) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ® Route 1 BL 1.0490 20.00 7.42 100 0.182334 18-3 Pf 4.49 639 9-6 20.00 5.6 12.76 Sprinkler, 6-5 Pe -2.31 31 14-10 14.94 2E(1-5), PO(3-7) 24-8 Pv BL 1.6100 60.29 9.50 100 0.174338 4-7% Pf 0.80 31 14-10 40.29 14.94 Flow (q) from Route 2 Pe 55 14-10 15.74 4-7'/z Pv BL 1.6100 102.12 16.09 100 0.462083 22-7 Pf 14.38 55 14-10 20.91 + 20.91 15.74 Flow (q) from Route 4 and 5 8-6Yz Pe -0.14 28 15-2 29.98 3E(2-10) 31-1'/ Pv BL 1.6100 172.21 27.14 100 1.215104 16-6 Pf 20.06 28 15-2 70.10 29.98 Flow (q) from Route 6 Pe 27 15-2 50.04 16-6 Pv BL 1.6820 172.21 24.87 100 0.981936 0-51/2 Pf 7.38 27 15-2 50.04 7-0'/z Pe 26 15-2 57.42 PO(7-0Yz) 7-6 Pv BL 2.1570 172.21 15.12 100 0.292419 148-0 Pf 44.56 26 15-2 57.42 4-4''A Pe 3.74 479 6-6V 105.73 E(4-4%) 152-5 Pv BL 2.6350 172.21 10.13 100 0.110320 1-7% Pf 1.30 479 6-6'A 105.73 6-10 Pe 0.99 476 4-3 108.02 DPV(-0.37), BV(6-10) 8-5% Pv BL 2.7050 172.21 9.61 120 0.069297 5-3 Pf 2.03 476 4-3 108.02 24-0 Pe -0.32 493 5-0 109.72 3LtE(4-0), PO(12-0) 29-3 Pv CM 8.2490 172.21 1.03 120 0.000304 2-9Y Pf 0.01 493 5-0 109.72 45-9'/ Pe 1.66 490 1-2 111.40 ALV(41-1''/), GV(4-8'/z) 48-7'A Pv FM 8.2490 172.21 1.03 120 0.000304 66-0'% Pf 0.03 490 1-2 111.40 21-1''/ Pe 1.73 1 -2-10 113.16 E(21-1'/), S 87-2 Pv 250.00 Hose Allowance At Source 1 422.21 410 Route 2 BL 1.0490 20.15 7.48 100 0.184813 5-3'A Pf 1.63 616 14-10 20.15 5.6 12.94 Sprinkler, 3-7 Pe 21 14-10 14.58 T(3-7) 8-10 Pv BL 1.6100 40.29 6.35 100 0.082713 4-4'/ Pf 0.36 21 14-10 20.15 14.58 Flow (q) from Route 3 Pe 31 14-10 14.94 4-4'/z Pv wio Route 3 BL 1.0490 20.15 7.48 100 0.184813 5-31/2 Pf 1.63 612 14-10 20.15 5.6 12.94 Sprinkler, 3-7 Pe 21 14-10 14.58 T(3-7) 8-10 Pv ar Route 4 BL 1.0490 20.91 7.76 100 0.198004 5-6 Pf 1.80 613 14-10 20.91 5.6 13.94 Sprinkler, 3-7 Pe 55 14-10 15.74 PO(3-7) 9-1 Pv ® Route 5 BL 1.0490 20.91 7.76 100 0.198004 5-6 Pf 1.80 636 14-10 20.91 5.6 13,94 Sprinkler, 3-7 Pe 55 14-10 15.74 PO(3-7) 9-1 Pv walk Route 6 BL 1.0970 22.00 7.47 100 0.174958 9-0'/ Pf 1.58 611 9-6 22.00 5.6 15.44 Sprinkler Pe 610 9-6 17.02 9-0% Pv BL 1.0970 45.10 15.31 100 0.660146 3-7% Pf 5.31 610 9-6 23.10 5.6 17.02 Sprinkler, 4-5 Pe 19 9-6 22.32 T(4-5) 8-0''/ Pv BL 1.3800 70.10 15.04 100 0.488044 12-2 Pf 10.11 19 9-6 24.99 22.32 Flow (q) from Route 7 8-6'/ Pe -2.46 28 15-2 29.98 2E(2-1%), PO(4-3%) 20-8'A Pv *AD Route 7 BL 1.0970 24.99 8.48 100 0.221434 6-5'A Pf 2.41 609 9-6 24.99 5.6 19.92 Sprinkler, 4-5 Pe 19 9-6 22.32 T(4-5) 10-10'%z Pv © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:24:27PM Page 5 Hyara the Job Number: S19-048 Report Description. Ordinary Group II•AREA 02 (01) Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Equivaienf f+ipe°1'erigths of Valli ar d Fitting 2'O oisly}fir Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C;Value Multiplier , Value Of C Multiplying Factor 100 0.713 130 1.16 140 1.33 150 1.51 J g AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/a° Elbow 22%° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap k+,, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 7/25/2019 1:24:27PM Page 6 Asian Market 1221 5 King Street Seattle, WA 98144 Phone: 206.957.7006 Email: info@Lamseafood.com 6/5/2019 City of Tukwila Building Services Community Development Public Works Department Re: Lam's Seafood Asian Market Tenants Ref: Project No. 18010 Operation Hours/Public Restroom Access To whom it may concern: Lams Seafood Asian Market has a Common Area with 5 tenants who will be occupying the west side of the building, 243 Minkler Boulevard, Tukwila, WA 98188. Their open hours will have different business hours from the market area. The tenants are: Tenant T1 -Vietnam House Restaurant Tenant T2 -Mia Saigon Sugar Cane Drink Shop Tenant T3 -Golden Daisy BBQ Tenant T4 -Go Poke & Japanese Donuts Tenant T5-Lam's Bakery & Common Area errY OF TU K$� I_r, PER ! CENTER The 5 tenants above will have: 1) Flexible business hours beyond open hours on the weekend and for special events, community programs & activities. 2) Access to the public restrooms located on the ground floor of the building. These restrooms will be kept open during all business hours to accommodate Lam's Market as well all Tenant's business hours. Please contact me at 206.957.7006 or by e-mail teizi.mersai@lamseafood.com if you have any questions about these issues. Sincerely, Teizi Mersai Business Operations Manager Lam's Seafood Market 1221 S King St Seattle, WA 98144 P: 206.957.7006 teizi.mersaiPLamseafood.com ew f FIRE CHIEF r ?EQUIPMENT 14214 NE 21' ST, Bellevue, WA 98052 Telephone No. 425-641-2127/Fax No. 425-562-6662 LAM'S SEAFOOD Project: FIRE ALARM UPDATES October 21, 2019 Table of Contents 14214 NE 215 ST, Bellevue, WA 98052 Telephone No. 425-641-2127/Fax No. 425-562-6662 Model Description 1. 5495 Silent Knight Power Supply 2. TRI -S Siemens Monitor Module 3. FP -11 Siemens Photo Smoke Detector 4. P2RL Wall Mount Horn/Strobe 5. PC2R Ceiling Mount Horn Strobe 6. SRL Wall Mount Strobe 7. Battery Calculations 8. PS 1270 • 12v 7AH Battery (c ( B) (AA) • • 1.2 / 1950 = 53 FT. MIN. LENGTH • • DN 1" TO 1" DRUM DRIP & INPECTORS TEST TEE • Ordinary Group II -AREA 01.0.20gpmlft' for 90O.00ft' • e03j• p 21( 10,0.'. � '10-0.'. gr31 fl0lOORSEA CALC. INFO PLATE AREA: REMOTE NEA Bi OCCUPANCY: OHGROUPW f PE: DDAT STSDEN DANANDSIO*I W TEY FACTOR 31 SI snrrEY FacTOR: n.s3 vx �A.1 rdinary Group II -AREA 02.0.20gpmfft' or 593.00ft' DN1TO1"AUX. DR. VA. ICE 28 CART CORRAL i AIN ENTRY C a NNECT NEW TO EXISTING (TYP. X3r1) 1 5-0 EDIA! RVER T OPEN TO STRUCTURE NANT 3 DRY FOODS/PRODUCTS 03 2) 3i FOOD COURT OPEN TO STRUCTURE OPEN TO STRUCTURE VEST. 1 ! SOFFIT TO FOLLOW 'DISPLAY COUNTERS(' MT X3 BREAK BACKROOM STORAGE & RECIEVING SYMETRICAL ABOUT OPEN TO STRUCTURE E T1;17 COR. 10 STROO WALK IN COOLER 1 34 FIRE RISER 79 476 SI 121 ca Es up= RISER LOCATION SUPPLY A FIRE SPRINKLER PLAN AIR HOLDING BY DRY SYSTEM: 65 GALLONS NEW 2-1/2" C-AIRE COMPRESSOR MODEL NO. S261R-LD1-115PD NEW 2-11r DRY VALVE TYCO DPV-1 NEW 2-1/2" BUTTERFLY VALVE 5-0 AFF 3-0 AFF PIPE DRAIN TO EXTERIOR -10 10 20 40 (E) 8" TO (E) SPRINKLER SYSTEM 0-0 AFF CONNECT NEW _TO EXISTING !SPARE HEAD' 'BOX TO BE (E) ALARM VALVE PROVIDE PIPE STAND 01 - RISER SECTION 16-10 AFF (E) SPRINKLER LINE (8) STRUCTURE (TYP.) (E) UPRIGHT HEAD 1----- NEW 1" DROP NEW PENDEND HEAD / CONNECTION NEW FLEX / (TYP.) (TYP.) 0-0 AFF 02 - SYSTEM SECT ON SCALE: N.T.S (E) STRUCTURE SWIVEL SWAY BRACE ATTACHMENT BRACE ATTACHMENT LATERAL BRACE - L2 N.T.S. MATCH STAIR SLOPE CONNECT TO EXISTING (LF W.) ft 1 OUNTING ACT 9-0 AFF • • A FIRE SPRINKLER PART PLAN.- UNDER MEL -5 0 5 10 Fire Permit Number To schedule InspiDctions call 206-575-4407 20 SCOPE OF WORK: 1) DEMO EXISTING DROPS AS NEEDED 2) ADD NEW CHROME SEMI RECESSED PENDENT HEADS FOR THE NEW CEILING 3) ADD NEW DRY PENDENT HEADS FOR THE FREEZER & COOLERS 4) ADD NEW UPRIGHT HEADS UNDER THE NEW OUTSIDE CANOPIES AND ENTRY WAY 5) ADD NEW AND RELOCATE THE EXISTING UPRIGHT HEADS AT THE NEW FULL HEIGHT WALLS 6) SUBMIT DRAWINGS TO THE CITY OF TUKWILA FIRE DEPARTMENT r 7) MATERIALS AS PER NFPA STANDARDS AND SELECTED BY ARCHER COI' STRUCTION 1) ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F EXCLUSIONS: 1) WA STATE SALES TAX. 2) ELECTRICAL OF ANY TYPE. 3) PERFORMANCE/PAYMENT BONDS 4) STRUCTURAL VERIFICATION OR ABATEMENT OF ANY TYPE 5) PREPARATION & PAINTING OF ANY TYPE 6) SEISMIC UPGRADES TO THE EXISTING SYSTEM OF ANY TYPE 7) RELOCATING THE EXISTING PIPE FOR OTHER TRADES PRODUCT INSTALLATION 8) REPLACEMENT OF EXISTING STANDARD RESPONSE HEADS WITH QUICI RESPONSE HEADS IF REQ. 9) NEW BACKFLOW PREVENTER IF REQUIRED 10) FUTURE 71 WORK OF ANY TYPE 11) ANY WORK OUTSIDE THE BUILDING AS DESCRIBED ABOVE DESIGN CRITERIA: 1) CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES. 2) SPACING: • EXISTING: RETAIL - ORDINARY HAZARD GROUP II - (130 SQ FT) • NEW: RETAIL - ORDINARY HAZARD GROUP II • (130 SQ FT) FITTER NOTES: 1) HANGERS: ALL PIPE HANGERS TO BE AS PER DETAILS ON FP1 2) ALL MECHANICAL TEE'S ARE 1-114" OR 1" AS REQ. 3) ALL THREADED PIPING TO BE SCHD 40 BLACK THREAD JOINED WI THREADED FITTINGS. 4) WET SYSTEM GROOVED PIPE TO BE EDDY FLOW BLACK W1 FACTORY PAINTED COUPLINGS & FITTINGS. 5) DRY SYSTEM PIPE TO SCHD 10 BLACK W1 FACTORY PAINTED COUPLINGS & FITTINGS. 6) BRANCH RESTRAINT NOT REQUIRED FOR PIPE HUNG WI 6" OR LESS ROD OR UNISTRUT. 6) SLOPE DRY SYSTEM PIPING BACK TO RISER OR LOWPOINT DRAIN: • BRANCHLINES: 112" PER 10'4" PLAN LEGEND: 6-16 MT Carl Digitally signed by Carl Anderson, (E) STRUCTURE SWIVEL SWAY BRACE ATTACHMENT Nit 112X4-1/2" LAG SCREVV LONGITUDINAL BRACE - Ll - NEW PIPING = EXISTING PIPING = RELOCATED PIPING NEW HANGER = MECHANICAL TEE = DEMOLISH PIPE = PARTIAL HT WALL Th = PLUG = SUPPLY NODE = SWAY BRACE = FULL HT WALL Without Comments As Noted in Red Per The Attached Letter -hese plans have been reviewed by The Tukwila Fire event:ion Bureau for conformance wIth current City ,ndartis. Acceptance is subject. to errors and oissions which co not aiithorize violations of adopted 3ndards ana ordinances The responsibility for the .-lequacy of design rests toMily with the designer. ,dditions, deletions or revisions to these drawings after thls 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. (TYP.) CUT IN NEW MECHANICAL TEE NEW HANGER kk„, GARAGE DOOR NEW SCH. 40 PIPING NEW SIDEWALL HEAD 1-0 BELOW GARAGE DOOR (TYP.) (E) SPK. HEAD 03 - PIPING DETAIL SCALE: N.T.S REVIEWED THE FPI CONSORTIUM, IN X No Comments/No Exceptions T en ___ Make Corrections As Noted ___ Revise and Resubmit Reviewed for general conformance with the Desigi Basis. review is not intended to authorize anDyawtoer:k not in accortlance with Code. 7/31/2019 By: CPA STEEL STRUCTURE TEK SCREWS SIDE BEAM BRACKET TOLCO FIG. 58 ALL THREAD ROD: HANGER RING HANGER BS 1 3" MIN. SIDE BEAM BRACKET N.T.S. STRUT CLAMP 1-5/8" x 1-5/8" STRUT TEK SCREWS FENDER WASHERS NOTE: • HANGER "U" STEEL STRUCTURE DRY SYSTE AUX. DRAIN 2"X12" NIPPLE OR EQUIVALENT DRY SYSTEM DRUM DRIP UNISTRUT SPRINKLER DETAILS NEW MECHANICAL TEE SYSTEM PIPING NEW 1" DROP VARIES NEW 1" TEE DOW CORNING 739 PLASTIC ADHESIVE OPEN CELL POLYETHYLENE BACKER ROD FREEZER LID DRY HEAD DROP DETAIL NEW UPRIGHT HEAD LSEE PLAN) STEEL STRUCTURE DRY SYSTEM PIPING NEW 1" TEE W/ PLUG NNN 1 DOW CORNING 739 PLASTIC ADHESIVE SEALANT OPEN CELL POLYETHYLENE BACKER ROD I\ COOLER NEW DRY HEAD /1 LID DRY HEAD DROP DETAIL N.T.S. NEW MECHANICAL TEE 1" CAST IRON 1" NEW 1" CAST IRON VICTAULIC AH2 - (48") Al D LEXABLE HOSE E DENT HEAD ACT./GYP. TYPICAL DROP DETAIL NEW MECHANICAL TEE EXI NEWPENDENT HEAD_ \ ACT/GYP, DROP DETAIL N.T.S. BRANCHLINE: 2-1/2" MIN. MAIN: 3" MIN. MODEL NO SWG 2Q 3/8" ALL THREAD ROD HANGER G SAMMY SIDEWINDER Tukwila Squarep co un -;'Hilion Seattle Airport Audio , AREA OF WORK PARCEL NO. 262304-911 AREA; 29,369 S SITE MAP LK Carol Co N (E) 8" WATER SUPPLY REVISIONS WATER SUPPLY DATE DESCRIPTION BY STATIC 148 PSI AREA RESIDUAL 20 PSI 02 HYDRAULIC HAZARD CLASSIFICATION 1 TYPE DENSITY .20 GPM ORDINARY - GROUP II i DR Y DESIGN AREA SIZE INFORMATION COVERAGE PER SPRINKLER HOSE SYST. DEMAND @ BOR 130 SO. FT. 250 GPM 172 GPM @ 109.7 PSI HANGER ATTACHMENT A BEAM CLAMP 13 SIDE BEAM BRACKET ABBREVIATIONS Ct. CENTERLINE OF PIPE CTS CUT TO SUFF SYMBOLS SPRINKLER SYMBO * FF (CL) ABOVE FINISHED 19.0011 * BB (CL) BOTTOM OF BEAM GPM FLOWING 5,026 GPM EYE SOCKET FO FIELD ORDER DATE & TIME NUT & PLATE WASHER IFOW INSIDE FACE OF WALL * TS (CL) TOP OF STEEL / BOTTOM OF DECK PER: HDI -P OFOW RAS OUTSIDE FACE OF WALL RIGID COUPLING NO AUTO. SPRINKLERS FLEXBLE COUPLING SAMMY SIDEWINDER UNLESS NOTED OTHERVOSE sum' SUPERSCREW COJ CUT ON JOB NOTES: - J COACH SCREW ROD SYM • 0 • 0 OR MAKE MODEL V27 TYPE V2706 RECESSED PENDENT VICTAULIC VICTAULIC GLOBE V27 V2704 UPRIGHT SIDEWALL GL DRY PENDENT VICTAULIC EXISTING UPRIGHT PENDENT UNDER UPRIGHT LS FINISH CHROME BRASS BRASS CHROME CHROME K -FAC. 5.6 5.6 5.6 5.6 5.6 5.6 THREAD 112" TEMP 155' CANOPY CHRIREC QTY 24 31 18 CHRIREC RELOCATED UPRIGHT 5.6 155° CHFUREC K CEILING FLANGE T TRAPEZE TOTAL SPRINKLERS THIS PROJECT 7 WSCL#: ARCHEI*219DR FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 PROJECT: LAM'S SEAFOOD MARKET 243 MINKLER BLVD., TUKWILA, WA 98188 FIRE SPRINKLER PLAN, SITE MAP, SECTIONS, DETAILS & GENERAL NOTES PERMIT NO: - JOE NO: SIS -O411 CONTRACTOR: PHONE: EMAIL: THE THOMAS GROUP 206.391.1025 AUTHORITY: TUKWILA SCALE: AS INDICATED DATE: 07/200019 REVISED / PLOTTED / FP 1 OF 1 ACCEP1 Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire rr vention Bureau 'or senformance with current CO/ ndards. Acceptance is subject to errors and o.„issions which dig ,._r"onue violations of adopted :andards and 'i -` r: r:;_ -z- The r.T' 1, sf_Ifiry for the -uacy of dEsicin -:- talky -Mtn the designer. eons, ccle ' . s ors to :nese drawings after ate Mry1 vac, '-ance and will require a resubmittar ofr f s .. bs.equent approval. Final acceptance ,ce is to tisk: test and Inspection by The Tukwila Fire Prevenuo . Bureau. Date: /C)--,11-1 By; St 1 ".yaws l pviI S�rdro S a� a!I .ex��ro�. 2Ki-c - t. -R 114tiotte aro.t, el, ola.�,Tivls,� PS ci Fire Permit Number TO schlodu e inspactions call 206-575-4407 PAID ���zzais TUKWILA FIRE ABBREVIATION DESCRIPTION , BBREVIATION' ABBREVIATION-- DESCRIPTION AFF ABOVE FINISHED FLOOR GND = GROUND AH AMP HOUR - mA NAC EXPANSION POWER SUPPLY (NEW) MILLIAMP AHU AIR HANDLING UNIT - NAC EX NOTIFICATION APPLIANCE CIRCUIT AWG AMERICAN WIRE GAUGE NTS 3 NOT TO SCALE B.O.M. BILL OF MATERIALS OS&Y SIEMENS OUTSIDE STEM AND YOLK (valve) CKT CIRCUIT PIV FP -11 POST INDICATOR VALVE EX. EXISTING TWP - TWISTED PAIR EOLR END OF LINE RESISTOR - TWSP • TWISTED SHIELDED PAIR EOL END OF LINE TYP WALL MOUNT WEATHERPROOF HORN/STROBE TYPICAL FACP FIRE ALARM CONTROL PANEL U.L. 7 UNDERWRITER'S LABORATORY FPLP FIRE POWER LIMITED PLENUM V B1c VOLTS FPLR FIRE POWER UMITED RISER W SYSTEM SENSOR WATT UF UNDER FLOOR WP SRL WEATHER PROOF SITE MAP: 243 MINKLER BLVD, TUKWILA (-2,\ SCALE: NOT TO SCALE" ------------ SYMBOL LEGEND AND MATERIALS LIST (B.O.M.) ITEM SYM QTY PART NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 ]NAC] 1 SK 5495 NAC EXPANSION POWER SUPPLY (NEW) SILENT KNIGHT 60" ABOVE FINISHED FLOOR TO TOP 2 I NAC I EX SK 5495 NAC EXPANSION POWER SUPPLY (EXISTING) SILENT KNIGHT 60' ABOVE FINISHED FLOOR TO TOP 3 © 6 TRI -S ADDRESSABLE MONITOR MODULE SIEMENS 4" SQ DEEP BACKBOX 4 Or, EX FP -11 ADDRESSABLE PHOTO DETECTOR (EXISTING) SIEMENS 4" SQ BACKBOX W/4"-0 MUD -RING 5C= JOB NUMBER: EX VARIOUS DUCT DETECTOR (EXISTING) .., J • 6 Shaw 7 P2RK WALL MOUNT WEATHERPROOF HORN/STROBE SYSTEM SENSOR 4" SO DEEP BACKBOX 7 0.0 7 P2RL WALL MOUNT HORN/STROBE SYSTEM SENSOR 4" SQ DEEP BACKBOX B1c 9 PC2RL CEILING MOUNT HORN STROBE, RED SYSTEM SENSOR 4" SQ DEEP BACK BOX 9 Q; 2 SRL WALL MOUNT STROBE, RED SYSTEM SENSOR 4" SQ BACK BOX W/SINGLE GANG MUD RING 10 • 11 TAMPER SWITCH ACTIVATED - - ELECTRICAL NOTES FIRE PROTECTION CONTROL PANEL SHALL BE FED FROM DEDICATED AC CIRCUIT CIRCUITS THAT FEED FIRE PROTECTION EQUIPMENT SHALL BE MARKED AT THE EQUIPMENT SERVED AND MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. MARK INCOMING CABLES TO EACH DEVICE WITH BLACK TAPE. IDENTIFY 1 HE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (NEC), STATE & LOCAL CODES. ALL FLOOR PENETRATIONS AND FIRE RATED WALL PENETRATIONS SHALL BE SEALED WITH APPROVED FIRE STOPPING COMPOUND. NOTIFICATION APPLIANCE CIRCUIT SHALL CONFORM TO CLASS B, STYLE Y REQUIREMENTS AS PER NFPA 72 CURRENT EDITION. SIGNALING LINE CIRCUIT (SLC) OR INITIATING DEVICE CIRCUIT (IDC) SHALL CONFORM TO CLASS B, STYLE 4 REQUIREMENTS AS PER NFPA 72 CURRENT ADDITION UNLESS OTHERWISE INDICATED ON THE DRAWINGS WHICH WOULD INDICATE CLASS A STYLE 6. SIGNALING LINE CIRCUIT (SLC) AND THE NOTIFICATION APPLIANCE CIRCUIT (NAC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAM. ALL DEVIATION MUST BE DOCUMENTED ON THE AS BUILT. SIGNALING LINE CIRCUIT (SLC) WIRING OR INITIATING DEVICE CIRCUIT (IDC) WIRING SHALL BE FPL OR FPLP (AS SPECIFIED IN THE WIRE LEGEND). NO EXCEPTIONS OR SUBSTITUTIONS. DEVICE POLARITY MUST BE OBSERVED. ALL BACK BOX, MOUNTING BOX AND JUNCTION BOX COVERS & INTERIORS SHALL BE PAINTED RED. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. SHALL NOT BE INSTALLED WITHIN 3 FEET OF AIR SUPPLY GRILLES OR DIFFUSERS. IF THE DIFFUSERS ARE NOT IN PLACE WHEN DETECTOR BASES ARE BEING INSTALLED CONSULT WITH THE GENERAL CONTRACTOR TO DETERMINE THE HVAC DIFFUSER LOCATIONS. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, OR RACEWAY WITH NON -POWER LIMITED CIRCUITS. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. FOR TECHNICAL QUESTIONS CONTACT THE DESIGNER OF RECORD OR FCE PROJECT MANAGEMENT. TEL: (425) 641-2127. SEQUENCE OF OPERATIONS INPUTS OUTPUTS • = DESIRED RESPONSE ALARM CONTACT, ANNUNCATION AT FACP TROUBLE CONTACTS, ANNUNCIATION AT FACP ALARM SIGNAL TRANSMITTED TROUBLE SIGNAL TRANSMITTED VIA AES RADIO SUPERVISORY CONTACT, ANNUNCIATION AT FACP SUPERVISORY SIGNAL TRANSMITTED VIA AE5 RADIO HORNS AND NOTIFICATION DEVICES PROJECT DESCRIPTION: FIRE ALARM SYSTEM SHEET DESCRIPTION: SITE MAP, SEQUENCE OF OPERATIONS AND BOM LAM'S SEAFOOD 243 MINKLER BLVD TUKWILA, WA 98144 SMOKE DETECTOR ABOVE PANEL • • - SUBMRTAL DRAWINGS 0 • NICET CERTIFICATION KEENAN A WITT CERTIFIED ENGINEERING TECHNICIAN ALARM DEVICES IN MALL • JOB NUMBER: O DRAWING NUMBER: FP0.0 .., J • WATERFLOW ACTIVATED • • • TAMPER SWITCH ACTIVATED - - O O DUCT DETECTOR ACTIVATION - • • FIRE ALARM TROUBLE- - • • SCOPE OF WORK - INSTALL AND CONNECT NEW NAC CIRCUIT TO EXISTING POWER SUPPLY - INSTALL NEW POWER SUPPLY FOR ADDITIONAL NOTIFICATION DEVICES - UPDATE NOTIFICATION CIRCUITS TO IMPROVE COVERAGE AS SHOWN - REMOVE MONITORING MODULE FROM DUCT DETECTOR (SUPPLIED BY OTHERS) THAT IS BEING REMOVED, AND PROGRAM AS SUPERVISORY DETECTOR - CONNECT MONITORING MODULE TO ANSUL RELEASE HOODS IN TENANT SPACES - PROGRAM SITE SIEMENS PANEL FOR ANY NEW OR REMOVED MONITORING MODULES SHEET INDEX FAO.0 -- TITLE PAGE, SEQUENCE OF OPERATIONS, B.O.M. FA1.0 - FIRE ALARM FLOORPLAN - - FA2.0 RISER, TYPICALS DRAWN BY: - KAW DATE: 10/21/2019 PROJECT MGR: - MC APPROVED BY: MC TOTAL B OF SHEETS: 3 r'FIRE CHIEF EQUIPMENT 14200 NE 21ST. BELLEVUE, WA, 96007 (425) 641-2127 FAX (425) 562-6662 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. PROJECT DESCRIPTION: FIRE ALARM SYSTEM SHEET DESCRIPTION: SITE MAP, SEQUENCE OF OPERATIONS AND BOM LAM'S SEAFOOD 243 MINKLER BLVD TUKWILA, WA 98144 SUBMRTAL DRAWINGS 0 NICET CERTIFICATION KEENAN A WITT CERTIFIED ENGINEERING TECHNICIAN NICET CERTIFICATION NO.: 130646 FIRE ALARM SYSTEMS LEVEL III JOB NUMBER: 19-5160 DRAWING NUMBER: FP0.0 .., J ------------------- Lai ail LIED U flCal EDI Cal 13 CBI IDA N6-5 r 11 11 f II i 1 L_—JL_JL_ ! _JL_ JL—J N6-3 N -7 S 4-5 N5 EOL N5-5 N5-3 N5-2 to t� o Lal WIRE LEGEND SYMBOL DESCRIPTION TYPE OF CKT APPLICATION 10121/2016 1 PAIR 14AWG FIRE RATED CABLE (FPLP) (NAC) NOTIFICATION CIRCUIT N S 1 PAIR 16AWG TWISTED / NON SHIELDED (FPLP) (SLC) INITIATING CIRCUIT TOTAL 6 OF SHEETS:3 M 1 PAIR 16 AWG FIRE RATED CABLE (FPLP) MONITORING CABLE PROJECT DESCRIPTION: ARE ALARM SYSTEM NOTES: 1 - STRIPES ARE NOTE REQUIRED, IT MAKES IT EASIER FOR CIRCUIT IDENTIFICATION 2 - FPLP CAN BE USED IN MOST ALL APPLICATIONS, EXCEPT WET AND CIRCUIT INTEGRITY REQUIREMENTS 3 - INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WITH NEC REQUIREMENTS 4 - DAL CABLE ACCEPTABLE MANUFACTURER & PART NUMBER: WEST PENN 10990 SYMBOL LEGEND SYM QTY PART NUMBER DESCRIPTION NAC I 1 SK 5495 NAC EXPANSION POWER SUPPLY (NEW) NAC I EX SK 5495 NAC EXPANSION POWER SUPPLY (EXISTING) EM 6 TRI -S ADDRESSABLE MONITOR MODULE , _, EX FP -11 ADDRESSABLE PHOTO DETECTOR (EXISTING) $=' EX VARIOUS DUCT DETECTOR (BY OTHERS) Ore 7 P2RK WALL MOUNT WEATHERPROOF HORN/STROBE 7 P2RL WALL MOUNT HORN/STROBE >EG 9 PC2RL CEILING MOUNT HORN STROBE, RED ' 2 SRL WALL MOUNT STROBE, RED '' 30cd II r N3-4 it r 1 r I - L- L_J L_ I n tj =1r-1 r� I I -; r - I I . L_J I I L= yr L r L- 1 _, L- I I I LTJ n II L L_J r - I I 7 c 4 SCALE: 1/8 " = 1'-0" MAIN FLOOR PLAN FLAG NOTES QREMOVE MODULE FROM DEMO'D AHU UNIT AND RELOCATE TO NEW AHU NOTE LOCATION ON AS -BUILT DRAWINGS CONTINUE WIRE RUN TO NAC POWER SUPPLIES IN ELECTRICAL ROOM CONNECT AND EXTEND NAC CABLING FROM EXISTING POWER SUPPLY TO NEW VERIFY LOCATION AND CONNECT TO ANSUL RELEASE HOOD O DRAWN BY: KAW DATE: 10121/2016 PROJECT R: MC APPROVED BY: MC TOTAL 6 OF SHEETS:3 r4FFIRE CHIEF. „rte; EQU/PMENT,k' 14200 NE 21ST, BELLEVUE, WA. 98007 (425) 641-2127 FAX (425) 562-6662 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. PROJECT DESCRIPTION: ARE ALARM SYSTEM SHEET DESCRIPTION: MAIN FLOOR PLAN LAM'S SEAFOOD 243 MINKLER BLVD TUKWILA, WA 98144 SUBMITTAL DRAWINGS DESCRIPTION NICET CERTIFICATION KEENAN A WITT CERTIFIED ENGINEERING TECHNICIAN NICET CERTIFICATION NO.: 130646 ARE ALARM SYSTEMS LEVEL III JOB NUMBER: 19-5160 DRAWING NUMBER: FP1.0 1 DRAWN BY: 2 F 1-----4 li 5 DATE: E TYPICAL CONFIGURATION USING MULTIPLE 5495 MIN APPROVED BY: 1=N TOTAL # OF SHEETS: 3 otEQUiPMENr) yw.rotik1/44); 14200 NE 21ST, BELLEVUE, WA. 98007 (425) 641-2127 FAX (425) 562-5662 THIS NFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. "" "" 005" 120 VOL INPUT 1 LAM'S SEAFOOD 243 MINKLER BLVD TUKWILA, WA 98144 OUTPUT 1 OUTPUT 2 OUTPUT 3 — 1Wir, 0U1PUT4 t,.,== t;.7.=,"'" lt,R4FOtteriAiit4"MitOkt4g , g INPUT 1 OUTPUT 1 - rv• NICET CERTIFICATION KEENAN A WITT CERTIFIED ENGINEERING TECHNICIAN OUTPUT 2 OUTPUT 3 FIRE ALARM SYSTEMS LEVEL III 19-5160 DRAWING NUMBER: 120 VAC h rA J, .,,,, -- - -„„ ---- ----,- -,----- __ . ---- _,,.---,.. -,'''..,,,..',-,..--,0-,:,',,,,,,Ftz,r-,•,,,;,,,,,i- OUTPUT 4 i:'744.4444'AL44:44111.4.t'540i .. tft***,41,91WL-4,,A,Vi,V,447,1.1M-4N.,P4,`Air —INPUT 1 OUTPUT 1 [II,E .-I-q:, -,tiiiI., 7--'-'..-1--, It': , .7 - OUTPUT 2 OUTPUT 3 tIt-.3;1:- - 1„ OUTPUT 4 --rt' 120 VAC 4:iii#V-A4ftwitv44444K-A - - It - ,,,, our/ , MODEL 7628 4.7K EOL , , ,_._., MN 0612 3 OUT < OUT4 _Qtz,, + yI .. 149.12.EL7628 ..' EOL MODEL 7 628 4.7KEOL MODEL 3I.1_ Scale: Drawing: FA2.0 Drawing: FA2.0 Scale: FA2.0 SILENT KNIGHT 5495 NTS Detail: 01 'Scale: - NTS Detail: 02 BATTERY CALCS !Drawing: NTS Detail: 03 MEMENS _ ',•' ':.E:!..52:7,F%_. .z.,-,";="- - - ,...„2,.2,,,....., .. ... + ++ To Next BaseC -..- — Detector Base Remote Relay Base -1 / > Do Not ."7,7tEe""ti.t.c.. .7,2,, ' rt I, -' --- 11:1111==11C1' model 0e-11 or Model DEI-X11RS or + Use an 2,I233=i):2" • 2,„-..--„,....2„2 7.m 22iE-.=-.2. — ',''.,..L.:::' Model DB -3 with SB -HOOT Model DB-3XRS with 06 -SOFT End of To initiattng crcuit of Line Industry, Inc. 5 la Relay* 5 la compatible Contacts 6 lb NO , , -21 70 11:' control unit 6 lb Optional W }3A, 120 VAC > 0 6- N if „,,,,.,„, Esc — --RR E.Joisi,,, ..'''''t;;Wttt6titir*S.ttWt,V#WO:i. (See Compatible Control Equip- 0 Remote On 3A, 30 VDC 64 . , .. -T ment below) Alarrn Use an I t IN Indicator Models RLI-VRLI-2 End of - Line tr2.,. -„---- ,7* 12:1a::7*"'ri, PAW Device _ --- '”' ' - ---7: - - - - ' I e — / > - - To Next Base --Fail:,,"'= ----17,,,z-- 7,7;:::::::°=-,r,, - • • 1,-- ,,-. ,---,--i .,,---7 *The relay contacts are shown after System reset, which represents the non -alarm condition.-„,--- -„,— Drawing:FA2.0 Scale: Drawing: FA2.0 Scale: Drawing: FA2.0 FP -11 PHOTO TRI S NTS Detail: 05 BATTERY CALCS NTS Detail: 06 B _____---,-----------,.. — - Ni-lO Egc-0 ai o4 o4 ! 04 OD4 '40; :4, L• 'AP N2 4 0 4 04'o4g3.4 o4 0 4 L C DEP C t -9 ' C:4 4 04 AWN. ,o CEP C C C CEP C 0 EOL N4 -8 -,-. ...., ,..6.06.......... ".•,..... I (-- - ----o4° ,.aECOI ...91 -C COL J.,. i ...., III111 iii II 1 SMOKE DETECTOR 5000/26 01 S0EAKP/STRO30 N CEILING ,-.=:--) N5-6 _ .....-. --- __----,-----, _.,..-., ._,- • I . (Cif AR, ICLFAIN -LENS colons E34 4 4 k9 ,„ c* % , - 0 FIRE NRF FIRE ALARNI ALARM "0 ARM 0 ra7 6. C34 , vi ic, - L',... ' A SPEAKERISTRONE TROBE HORN 'STROBE0 CLEAR OL , 'I' 0 t#4.1 CLEAR WALL MOUNT 4.' I Ele ----- ----z- - cc VA IES FACP ANN EC 0 BELOW CEILING M i 1 ' M U FIRE M 5 ALARM PULL STANON ;;;.''''.•. k LU A , l; (... 0 .., Q.' a 1-- TYPICAL MOUNTING HEIGHTS 0 o 0 o o o o o o . , , ..,,..., 2 o.5495 cc ,.,.., o (NEW) 5495 (EXISTING) = _., o o o o ‘, CEILING MOUNT EX RISER DIAGRAM DRAWN BY: IMM DATE: 10121/2019 PROJECT MGR: MIN APPROVED BY: 1=N TOTAL # OF SHEETS: 3 otEQUiPMENr) yw.rotik1/44); 14200 NE 21ST, BELLEVUE, WA. 98007 (425) 641-2127 FAX (425) 562-5662 THIS NFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. PROJECT DESCRIPTION:I FIRE ALARM SYSTEM SHEET DESCRIPTION: RISER, TYPICALS LAM'S SEAFOOD 243 MINKLER BLVD TUKWILA, WA 98144 — 1Wir, 12 g <, g - rv• NICET CERTIFICATION KEENAN A WITT CERTIFIED ENGINEERING TECHNICIAN NICET CERTIFICATION NO.: 130646 FIRE ALARM SYSTEMS LEVEL III JOB NUMBER: 19-5160 DRAWING NUMBER: FP2.0 ,... ..,