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HomeMy WebLinkAboutPP - 6700 FORT DENT WAY - KING LASIK - PERMITS AND PLANS6700 FORT DENT WAY ASSOCIATED PERMITS D18-0299 19-F-132 19-S-125 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.: 2954900420 Site Address: 6700 FORT DENT WAY, TUKWILA, WA Suite Number: Floor: ALL Tenant Name: KING LAS I K New Tenant? ❑■ - Yes ❑ - No Property Owner's Name: FORT DENT REAL ESTATE LLC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: MATT KUNKLE Day Telephone: 253-248-2059 Company Name: SMITH FIRE SYSTEMS, INC. Mailing Address: 1106 54TH AVE E, TACOMA, WA 98424 MKUNKLE@SMITHFIRE.COM City State Zip E-mail Address: Fax Number: Contractor's City of Tukwila Business License number: BUS -0993301 Total number of new/relocated devices or sprinkler heads: 137 Valuation of Project (contractor's bid price): $ 28°635 Scope of Work (please provide detailed information): SMITH FIRE SYSTEMS INC. (SFS) WILL INSTALL (2) WET SPRINKLER SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING. 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 0 Signature: THORIZED AGENT: Print Name: MATT KUNKLE PAID MAY 202 19 Date: 05/16/2019 TUKWILA FIRE 253-248-2059 Day Telephone: Plan Permit App.doc 8/22/14 TFD FP Form 8 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.: 2954900420 Site Address: 6700 FORT DENT WAY, TUKWILA, WA Suite Number: Floor: ALL Tenant Name: KING LASIK New Tenant? ❑■ - Yes ❑ - No Property Owner's Name: FORT DENT REAL ESTATE LLC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: MATT KUNKLE Day Telephone: 253-248-2059 Company Name: SMITH FIRE SYSTEMS, INC. Mailing Address: 1106 54TH AVE E, TACOMA, WA 98424 E-mail Address: MKUNKLE@SMITHFIRE.COM City State Zip Fax Number: Contractor's City of Tukwila Business License number: BUS -0993301 Total number of new/relocated devices or sprinkler heads: 137 kl Valuation of Project (contractor's bid price): $ 28'635 Scope of Work (please provide detailed information): SMITH FIRE SYSTEMS INC. (SFS) WILL INSTALL (2) WET SPRINKLER SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING. 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 t AUTHORIZED AGENT: Signature: �- Date: 06/06/2019 Print Name: T KUNKLE Day Telephone: 253-248-2059 Plan Permit App.doc 8/22/14 TFD FP Form 8 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. Site Address: 6700 Fort Dent Way **PLEASE PRINT** King Co. Assessor's Tax No.: 2954900420 Suite Number: Floor: Tenant Name: King Lasik New Tenant? ® - Yes ❑ - No Property Owner's Name: King Lasik Mailing Address: 900 SW 16th Street Renton WA 98057 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Dennis Coates Day Telephone: 425-223-3164 Company Name: Klepps, Inc. Mailing Address: 13330 SE 30th Street Bellevue WA 98005 City State Zip E-mail Address: dennis@klepps.com Fax Number: 425-223-3165 Contractor's City of Tukwila NICET III number: Daniel Clep NICET IV 109984 Business License number: BUS -0997627 Total number of new/relocated devices or sprinkler heads: . r''.S"11 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Install a new addressable fire alarm system in a fully sprinklered two-storty Medical/Office Building. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Dennis Coates Date: 05/14/2019 Day Telephone: 425-223-3164 Plan Permit App.doc 8/22/14 TFD FP Form 8 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** SITE LOCATION King Co. Assessor's Tax No.: 2954900420 Site Address: 6700 Fort Dent Way Suite Number: Floor: Tenant Name: King Lasik New Tenant? ® - Yes ❑ - No Property Owner's Name: King Lasik Mailing Address: 900 SW 16th Street Renton WA 98057 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Dennis Coates Company Nanie: Klepps, Inc. Day Telephone: 425-223-3164 Mailing Address: 13330 SE 30th Street E-mail Address: dennis@klepps.com NICET III number: Daniel Clep NICET IV 109984 Bellevue WA 98005 City State Zip Fax Number: 425-223-3165 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Install a new addressable fire alarm system in a fully sprinklered Contractor's City of Tukwila Business License number: BUS -0997627 _A45'57-) two-storty Medical/Office Building. 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 WAMON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. HAY OWNER OR AUTHORIZED AGENT: HAY 14 2019 Signature: TUKWILA FIRE Date: 05/14/2019 Print Name: Dennis Coates Day Telephone: 425-223-3164 Plan Permit App doe 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: King Lasik Permit No.: 19-S-125 Date: June 19, 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 ' 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. • 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. • Provide a control valve for the elevator pit sprinkler head. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • The main drain to be plumbed to sanitary sewer. • Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. • A fire department connection (FDC) is required. The FDC shall have a 30 degree down bend with a 5 -inch Storz fitting and Knox locking Storz cap. • The height of the FDC shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection , be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from vehicular damage. • The FDC shall be within 50 ft. of a fire hydrant. • Post Indicator Valves (PIV's) shall be electrically supervised, shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of apparatus access. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)i 8 - /?-s 12;4 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /� iI j(-- �Q'S Typef Inspection: L Address: Suite#: (Q7oO ,z /- � Contact Person: Special Instructions: Pre -Fire: Phone No.: FrApproved per applicable codes. Corrections required prior to approval. COMMENTS: .00/‘ 74) 6vf..e /kg //-,beJ /4 --- /41/4s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: ,3'J Date: 7/Z5 24) Hrs.: /...S--- $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 res THE FIRE PROTECTION INTERNATIONAL CONSORTIUM, INC. FIRE PROTECTION - LIFE SAFETY - CODE CONSULTING SECURITY - PERFORMANCE BASED DESIGN http://wwwthe-fpi.com June 3, 2019 Smith Fire Systems 1106 54th Ave East Tacoma, WA 98424 Subject: King Lasik Sprinkler Submittal Review 6700 Fort Dent Way Tukwila, WA STATUS: Approved Mr. Van Soest: FPI has reviewed the Fire Sprinkler Submittal Package, provided by Smith Fire Systems, INC., for the above referenced facility. The submittal package consisted of the following: 1. Fire Protection Sprinkler Plans (FP -1 and FP -2) dated 06/03/2019 2. Hydraulic Sprinkler Calculations 06/03/2019 3. Seismic Brace Calculations Please feel free to contact me with any questions. Sincerely, Carl P. Anderson, PE The Fire Protection International Consortium, Inc. CarlDigitally signe k by Carl Anders Andersori,i 19.06.0 PE 16:41:39 -0700' 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: KING LASIK TUKWILA JOB NO.: TI19040 DATE: 06/03/2019 ADDRESS: 6700 FORT DENT WAY BY: MATT KUNKLE TUKWILA, WA SYSTEM DESIGNATION: HAZARD DESCRIPTION: HAZARD CLASS PER: SPECIFIC RULING: RULING MADE BY: DENSITY: .20 WET SYSTEM #1 (LEVEL 1) ORDINARY HAZARD - GROUP II NFPA #13 (2013 EDITION) REVIEWED THE FPI CONSORTIUM, INC. X__ No Comments/No Exceptions Taken Make Corrections As Noted Revise and Resubmit Reviewed for general conformance with the Design Basis, OF This review is not intended to authorize any work not in accordance with Code. By: CPA _ Date: 6/3/2019 GPM OVER THE MOST HYDRAULICALLY REMOTE 15(Xf4 TT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM SRC IN -RACK SPRINKLER DEMAND 0 GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 69 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1FR TEMPERATURE: 155° Carl Digitally signed by Carl Anderson, E Anderson, P 19.06.0316:33:18-07'00' K -FACTOR: 5.6K ORIFICE SIZE: 1/2" WATER SUPPLY: ELEVATION OF TEST: STATIC 120 PSI DATE OF TEST: RESIDUAL 20 PSI DATA PROVIDED BY: FLOW 5000 GPM LOCATION OF TEST: SAME AS SITE 2013 WATER MODEL TUKWILA WATER 144TH STREET & INTERURBAN AVE S BASE OF RISER DEMAND 388.6 GPM REQUIRED AT 80.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 638.6 GPM REQUIRED AT 90.2 PSI AT CONNECTION TO SRC (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY IFIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 16027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T I 05/15/2019 gnature Date O G) 01 co 0 r C m z 0 X� 0 co CD PRESSURE IN PSI 0 N A O 0 0 .. L _.. -...---.- i rf- -may... •, - _,_. ..-f - _ --_-�-_,- -� f f- --,_ ,____ice._= Hil . _ : .. ., t_+j± } I1 :I .. ... ' WATER SUPPLY DATA • Mil I 20 I - -- • '-- iI I- •_ - - -_-__ .____- __ --_. .._ - i__ 4 _. »_.. _.. • • • . + t (•'.'- ..-- t .._ _-.... ._ --- t +tit Jr r } II KING LASIK TUKWILA 6700 FORT DENT WAY TUKWILA, WA TI19040 WET SYSTEM #1 (LEVEL 1) 4 ._.. 1 - I I . . } .. .... -- -_ _- - 638.6 GPM AT 90.2 PSI ( INCLUDES 250 GPM TOTAL HOSE STREAM: '-____1_1_ SYSTEM DEMAND @ BASE OF RISER 388.6 GPM AT 80.4 PSI ( INCLUDES 0 GPM FOR HOSE STREAM: I . I--+--. .. . ._••__._ . .--•-- �_ -- • - - ••••- • - t - - •i- t---- - -- - -- - +_ i .' 1 1 j -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 120.0 20.0 5000.0 117.8 638.6 90.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 638.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 388.6 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) S1 12.8 K= 5.60 21.6 26.0 130.0 0.200 0.200 S2 12.8 K= 5.60 21.8 26.1 130.0 0.200 0.201 S3 12.8 K= 5.60 22.6 26.6 130.0 0.200 0.205 S4 12.8 K= 5.60 25.0 28.0 130.0 0.200 0.216 S5 12.8 K= 5.60 24.8 27.9 130.0 0.200 0.214 S6 12.8 K= 5.60 21.8 26.2 130.0 0.200 0.201 S7 12.8 K= 5.60 22.1 26.3 130.0 0.200 0.202 S8 12.8 K= 5.60 22.9 26.8 130.0 0.200 0.206 S9 12.8 K= 5.60 25.4 28.2 130.0 0.200 0.217 S10 12.8 K= 5.60 25.1 28.1 130.0 0.200 0.216 S11 12.8 K= 5.60 27.8 29.5 130.0 0.200 0.227 S12 12.8 K= 5.60 28.1 29.7 130.0 0.200 0.228 S13 12.8 K= 5.60 28.1 29.7 130.0 0.200 0.228 S14 12.8 K= 5.60 27.8 29.5 130.0 0.200 0.227 101 12.8 26.1 - - - - - - 102 12.8 26.4 103 12.8 29.3 151 11.2 32.5 152 11.2 33.0 153 11.2 34.5 154 11.2 57.6 TR1 11.2 65.0 BR1 2.2 80.4 FLG 0.5 82.3 UG1 -3.0 - - - - 84.8 UG2 -3.0 - - - - 89.8 - - - SRC -3.0 SOURCE 90.2 388.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B1 -26.0 1.710 PL 11.67 PF 0.2 S1 12.8 5.6 21.6 26.0 3.6 120 FTG ---- PE 0.0 S2 12.8 5.6 21.8 26.1 0.020 TL 11.67 PV Pipe: B2 -52.1 1.710 PL 11.17 PF 0.8 S2 12.8 5.6 21.8 26.1 7.3 120 FTG ---- PE 0.0 S3 12.8 5.6 22.6 26.6 0.071 TL 11.17 PV Pipe: B3 -78.7 1.710 PL 10.58 PF 3.5 S3 12.8 5.6 22.6 26.6 11.0 120 FTG T PE 0.0 101 12.8 0.0 26.1 0.0 0.152 TL 23.08 PV Pipe: B4 -27.9 1.710 PL 11.67 PF 0.3 S5 12.8 5.6 24.8 27.9 3.9 120 FTG ---- PE 0.0 S4 12.8 5.6 25.0 28.0 0.022 TL 11.67 PV Pipe: B5 -55.9 1.710 PL 0.58 PF 1.1 S4 12.8 5.6 25.0 28.0 7.8 120 FTG T PE 0.0 101 12.8 0.0 26.1 0.0 0.081 TL 13.08 PV Pipe: B6 -26.2 1.710 PL 11.67 PF 0.2 S6 12.8 5.6 21.8 26.2 3.7 120 FTG ---- PE 0.0 S7 12.8 5.6 22.1 26.3 0.020 TL 11.67 PV Pipe: B7 -52.5 1.710 PL 11.17 PF 0.8 S7 12.8 5.6 22.1 26.3 7.3 120 FTG ---- PE 0.0 S8 12.8 5.6 22.9 26.8 0.072 TL 11.17 PV Pipe: B8 -79.3 1.710 PL 10.58 PF 3.6 S8 12.8 5.6 22.9 26.8 11.1 120 FTG T PE 0.0 102 12.8 0.0 26.4 0.0 0.154 TL 23.08 PV Pipe: B9 -28.1 1.710 PL 11.67 PF 0.3 S10 12.8 5.6 25.1 28.1 3.9 120 FTG ---- PE 0.0 S9 12.8 5.6 25.4 28.2 0.023 TL 11.67 PV Pipe: B10 -56.3 1.710 PL 0.58 PF 1.1 S9 12.8 5.6 25.4 28.2 7.9 120 FTG T PE 0.0 102 12.8 0.0 26.4 0.0 0.082 TL 13.08 PV Pipe: 811 -29.5 1.710 PL 11.17 PF 0.3 S11 12.8 5.6 27.8 29.5 4.1 120 FTG ---- PE 0.0 S12 12.8 5.6 28.1 29.7 0.025 TL 11.17 PV Pipe: B12 -59.2 1.710 PL 0.58 PF 1.2 S12 12.8 5.6 28.1 29.7 8.3 120 FTG T PE 0.0 103 12.8 0.0 29.3 0.0 0.090 TL 13.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - Ll.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B13 -29.5 1.710 PL 11.67 PF 0.3 S14 12.8 5.6 27.8 29.5 4.1 120 FTG ---- PE 0.0 S13 12.8 5.6 28.1 29.7 0.025 TL 11.67 PV Pipe: B14 -59.2 1.710 PL 0:58 PF 1.2 S13 12.8 5.6 28.1 29.7 8.3 120 FTG T PE 0.0 103 12.8 0.0 29.3 0.0 0.090 TL 13.08 PV Pipe: R1 -134.6 1.710 PL 1.58 PF 5.8 101 12.8 0.0 26.1 0.0 18.8 120 FTG T PE 0.7 151 11.2 0.0 32.5 0.0 0.410 TL 14.08 PV Pipe: R2 -135.5 1.710 PL 1.58 PF 5.8 102 12.8 0.0 26.4 0.0 18.9 120 FTG T PE 0.7 152 11.2 0.0 33.0 0.0 0.415 TL 14.08 PV Pipe: R3 -118.4 1.710 PL 1.58 PF 4.6 103 12.8 0.0 29.3 0.0 16.5 120 FTG T PE 0.7 153 11.2 0.0 34.5 0.0 0.324 TL 14.08 PV Pipe: M1 -134.6 2.703 PL 9.33 PF 0.4 151 11.2 0.0 32.5 0.0 7.5 120 FTG ---- PE 0.0 152 11.2 0.0 33.0 0.0 0.044 TL 9.33 PV Pipe: M2 -270.2 2.703 PL 9.75 PF 1.6 152 11.2 0.0 33.0 0.0 15.1 120 FTG ---- PE 0.0 153 11.2 0.0 34.5 0.0 0.160 TL 9.75 PV Pipe: M3 -388.6 2.703 PL 51.83 PF 23.0 153 11.2 0.0 34.5 0.0 21.7 120 FTG T PE 0.0 154 11.2 0.0 57.6 0.0 0.313 TL 73.53 PV Pipe: M4 -388.6 2.703 PL 10.42 PF 7.5 154 11.2 0.0 57.6 0.0 21.7 120 FTG 2E PE 0.0 TR1 11.2 0.0 65.0 0.0 0.313 TL 23.82 PV Pipe: M5 -388.6 2.703 PL 9.25 PF 11.5 TR1 11.2 0.0 65.0 0.0 21.7 120 FTG TB PE 3.9 BR1 2.2 0.0 80.4 0.0 0.313 TL 36.65 PV Pipe: M6 -388.6 4.298 PL 3.67 PF 1.2 BR1 2.2 0.0 80.4 0.0 8.6 120 FTG T PE 0.7 FLG 0.5 0.0 82.3 0.0 0.033 TL 35.57 PV Pipe: U1 -388.6 6.160 PL 150.00 PF 0.9 FLG 0.5 0.0 82.3 0.0 4.2 140 FTG 6E PE 1.5 UG1 -3.0 0.0 84.8 0.0 0.004 TL 222.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: U2 FIXED PRESSURE LOSS DEVICE UG2 -3.0 0.0 89.8 0.0 5.0 psi, 388.6 gpm UG1 -3.0 0.0 84.8 0.0 Pipe: U3 -388.6 6.160 PL 30.00 PF 0.4 UG2 -3.0 0.0 89.8 0.0 4.2 140 FTG 2ET2G PE 0.0 SRC -3.0 SRCE 90.2 (N/A) 0.004 TL 102.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.148 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.7 ft/sec at pipe M4. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPV1v fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 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: KING LASIK TUKWILA JOB NO.: TI19040 DATE: 06/03/2019 ADDRESS: 6700 FORT DENT WAY BY: MATT KUNKLE TUKWILA, WA SYSTEM DESIGNATION: HAZARD DESCRIPTION: HAZARD CLASS PER: SPECIFIC RULING: RULING MADE BY: DENSITY: .15 WET SYSTEM #2 (LEVEL 2) ORDINARY HAZARD - GROUP I NFPA #13 (2013 EDITION) OF GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 ADDED AT: 0 GPM 250 GPM SRC 0 GPM TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: 130 SQUARE FEET F1 FR 5.6K 67 TEMPERATURE: 155° ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 120 PSI RESIDUAL 20 PSI FLOW 5000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE 2013 WATER MODEL TUKWILA WATER 144TH STREET & INTERURBAN AVE S BASE OF RISER DEMAND 291.5 GPM REQUIRED AT 62.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 541.5 GPM REQUIRED AT 71.4 PSI AT CONNECTION TO SRC (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) r WASHINGTON STATE CERTIFICATE OF COMPETENCY IFIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 16027-0110-C Level 3 Smith Fire Systems, Inc. I SMITHFS136OT 1 nature �� Date o O O PRESSURE IN PSI Co 0 m� 0) CO =E�_`t- f .� `. iia ,i_ '� �� - I. II- =n=1 ■===I=I===�=n=nin■ M 111111�1■IIIaiI�I C _��_ iS! _= ::Cl n n1=_n=n C� MMIlm1illi IiOo�li Y!l1111111 ClTli 11=CI__ rail= Sir PriPRIMEIMIli IN ICIIICii n ■■■■■■ PIE:.:�� 1 IICii1111 o I 11■I ■ II IOHIHILom mmorm• ': , ' T 0 JF 11,1 11,1 III I IIIIII -1 • ' 0 mi Ili 1 i Elmo-Enommi a: Fr-• -1 11 11 1I .....-..1lirrr -. 1- Im* i,: - l. • i t - - 1 I' 1 1' ' - _ '- i 'r i __ _ .. ._ AT A TC 62.7 PM I . - _.� j li' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 120.0 20.0 5000.0 118.4 541.5 71.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 541.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 291.5 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) S51 27.9 K= 5.60 12.1 19.5 130.0 0.150 0.150 S52 27.9 K= 5.60 12.3 19.6 130.0 0.150 0.151 S53 27.9 K= 5.60 12.7 20.0 130.0 0.150 0.154 S54 27.9 K= 5.60 14.1 21.1 130.0 0.150 0.162 S55 27.9 K= 5.60 14.0 20.9 130.0 0.150 0.161 S56 27.9 K= 5.60 12.3 19.6 130.0 0.150 0.151 S57 27.9 K= 5.60 12.4 19.7 130.0 0.150 0.152 S58 27.9 K= 5.60 12.9 20.1 130.0 0.150 0.155 S59 27.9 K= 5.60 14.3 21.2 130.0 0.150 0.163 S60 27.9 K= 5.60 14.2 21.1 130.0 0.150 0.162 S61 27.9 K= 5.60 15.3 21.9 130.0 0.150 0.169 S62 27.9 K= 5.60 15.5 22.0 130.0 0.150 0.170 S63 27.9 K= 5.60 15.9 22.4 130.0 0.150 0.172 S64 27.9 K= 5.60 15.8 22.2 130.0 0.150 0.171 201 27.2 15.1 - - - - - - - - - - - - 202 27.2 15.3 203 27.2 17.0 251 26.0 18.9 252 26.0 19.2 253 26.0 20.1 254 26.0 34.9 TR2 10.6 52.4 BR2 2.2 62.7 FLG 0.5 64.1 UG1 -3.0 66.1 UG2 -3.0 - - - - 71.1 - - - SRC -3.0 SOURCE 71.4 291.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B1 -19.5 1.710 PL 11.75 PF 0.1 S51 27.9 5.6 12.1 19.5 2.7 120 FTG ---- PE 0.0 S52 27.9 5.6 12.3 19.6 0.011 TL 11.75 PV Pipe: B2 -39.1 1.710 PL 11.75 PF 0.5 S52 27.9 5.6 12.3 19.6 5.5 120 FTG ---- PE 0.0 S53 27.9 5.6 12.7 20.0 0.042 TL 11.75 PV Pipe: B3 -59.1 1.710 PL 10.42 PF 2.0 S53 27.9 5.6 12.7 20.0 8.3 120 FTG T PE 0.3 201 27.2 0.0 15.1 0.0 0.089 TL 22.92 PV Pipe: B4 -20.9 1.710 PL 11.75 PF 0.2 S55 27.9 5.6 14.0 20.9 2.9 120 FTG ---- PE 0.0 S54 27.9 5.6 14.1 21.1 0.013 TL 11.75 PV Pipe: B5 -42.0 1.710 PL 1.33 PF 0.7 S54 27.9 5.6 14.1 21.1 5.9 120 FTG T PE 0.3 201 27.2 0.0 15.1 0.0 0.048 TL 13.83 PV Pipe: B6 -19.6 1.710 PL 11.75 PF 0.1 S56 27.9 5.6 12.3 19.6 2.7 120 FTG ---- PE 0.0 S57 27.9 5.6 12.4 19.7 0.012 TL 11.75 PV Pipe: B7 -39.4 1.710 PL 11.75 PF 0.5 S57 27.9 5.6 12.4 19.7 5.5 120 FTG ---- PE 0.0 S58 27.9 5.6 12.9 20.1 0.042 TL 11.75 PV Pipe: B8 -59.5 1.710 PL 10.42 PF 2.1 S58 27.9 5.6 12.9 20.1 8.3 120 FTG T PE 0.3 202 27.2 0.0 15.3 0.0 0.091 TL 22.92 PV Pipe: B9 -21.1 1.710 PL 11.75 PF 0.2 S60 27.9 5.6 14.2 21.1 2.9 120 FTG ---- PE 0.0 S59 27.9 5.6 14.3 21.2 0.013 TL 11.75 PV Pipe: B10 -42.3 1.710 PL 1.33 PF 0.7 S59 27.9 5.6 14.3 21.2 5.9 120 FTG T PE 0.3 202 27.2 0.0 15.3 0.0 0.048 TL 13.83 PV Pipe: B11 -21.9 1.710 PL 11.75 PF 0.2 S61 27.9 5.6 15.3 21.9 3.1 120 FTG ---- PE 0.0 S62 27.9 5.6 15.5 22.0 0.014 TL 11.75 PV Pipe: B12 -44.0 1.710 PL 10.42 PF 1.2 S62 27.9 5.6 15.5 22.0 6.1 120 FTG T PE 0.3 203 27.2 0.0 17.0 0.0 0.052 TL 22.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B13 -22.2 1.710 PL 11.75 PF 0.2 S64 27.9 5.6 15.8 22.2 3.1 120 FTG ---- PE 0.0 S63 27.9 5.6 15.9 22.4 0.015 TL 11.75 PV Pipe: B14 -44.6 1.710 PL 1.33 PF 0.7 S63 27.9 5.6 15.9 22.4 6.2 120 FTG T PE 0.3 203 27.2 0.0 17.0 0.0 0.053 TL 13.83 PV Pipe: R1 -101.1 1.710 PL 1.25 PF 3.3 201 27.2 0.0 15.1 0.0 14.1 120 FTG T PE 0.5 251 26.0 0.0 18.9 0.0 0.241 TL 13.75 PV Pipe: R2 -101.8 1.710 PL 1.25 PF 3.4 202 27.2 0.0 15.3 0.0 14.2 120 FTG T PE 0.5 252 26.0 0.0 19.2 0.0 0.244 TL 13.75 PV Pipe: R3 -88.6 1.710 PL 1.25 PF 2.6 203 27.2 0.0 17.0 0.0 12.4 120 FTG T PE 0.5 253 26.0 0.0 20.1 0.0 0.189 TL 13.75 PV Pipe: M1 -101.1 2.703 PL 9.33 PF 0.2 251 26.0 0.0 18.9 0.0 5.7 120 FTG ---- PE 0.0 252 26.0 0.0 19.2 0.0 0.026 TL 9.33 PV Pipe: M2 -202.9 2.703 PL 9.75 PF 0.9 252 26.0 0.0 19.2 0.0 11.3 120 FTG ---- PE 0.0 253 26.0 0.0 20.1 0.0 0.094 TL 9.75 PV Pipe: M3 -291.5 2.703 PL 66.83 PF 14.8 253 26.0 0.0 20.1 0.0 16.3 120 FTG 2E PE 0.0 254 26.0 0.0 34.9 0.0 0.184 TL 80.23 PV Pipe: M4 -291.5 2.703 PL 25.42 PF 10.8 254 26.0 0.0 34.9 0.0 16.3 120 FTG 5E PE 6.7 TR2 10.6 0.0 52.4 0.0 0.184 TL 58.92 PV Pipe: M5 -291.5 2.703 PL 8.50 PF 6.6 TR2 10.6 0.0 52.4 0.0 16.3 120 FTG TB PE 3.6 BR2 2.2 0.0 62.7 0.0 0.184 TL 35.90 PV Pipe: M6 -291.5 4.298 PL 3.67 PF 0.7 BR2 2.2 0.0 62.7 0.0 6.4 120 FTG T PE 0.7 FLG 0.5 0.0 64.1 0.0 0.019 TL 35.57 PV Pipe: U1 -291.5 6.160 PL 150.00 PF 0.6 FLG 0.5 0.0 64.1 0.0 3.1 140 FTG 6E PE 1.5 UG1 -3.0 0.0 66.1 0.0 0.003 TL 222.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: U2 FIXED PRESSURE LOSS DEVICE UG2 -3.0 0.0 71.1 0.0 5.0 psi, 291.5 gpm UG1 -3.0 0.0 66.1 0.0 Pipe: U3 -291.5 6.160 PL 30.00 PF 0.3 UG2 -3.0 0.0 71.1 0.0 3.1 140 FTG 2ET2G PE 0.0 SRC -3.0 SRCE 71.4 (N/A) 0.003 TL 102.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.064 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.3 ft/sec at pipe M5. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Eli Tee 45 ChkV1v BfyV1v GatV1v AlmChk DPV1v fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 KING LASIK 670 OKT DENT WAY TUKWILA , WA S u a 17, Opti Staffing ri Group -Seattle, WA - 96700 Fort Dent Way Tukwila Park Manufacturers A Tukwila F Fun Cent Fire Alarm a Automation 13330 SE 30th St Bellevue WA 98005 =25) 223-3164 Fax: (425) 223-316 tic. #: KLEPPI*938C6 / \R o° G 90 LEVEL IV �r �F 4 t ( EXPIRES: 11/01/21 Fire Alarm Device Numbering SLC (SLC) ADDRESSABLE DEVICES SIG NOTIFICATION CIRCUIT Name DEVICES # 1 ## CD SIG SPEAKERS SIG $ / SPEAKER SETTING LF SPEAKER/ CIRCUIT # @ (70VRM) STROBES CD #.## W # • U •### CIRCUIT # • DEVICE DEVICE WATT CANDELA ### DEVICE ADDRESS CANDELA ### • ## CIRCUIT LINE TYPE Circuit Legend DESCRIPTION Abbreviation Type Name i z Z # 1 612 FPLP CONVENTIONAL FX -1000D FX -1000D 1 U U # 16/2 FPLP SLC -SIGNAL LINE CRKT I A # 14/2 FPLP NAC -NOTIFICATION CRKT 7707P-88-ULP-M A M S # 16/2 FPLP SIIEILDED AUDIO / SPEAKER CRKT LCD REMOTE ANNUNCIATOR, W/CONTROLS, RED EDWARDS - UTC B RLCD-CR SBUS Q t V #18/4 FPLP V #1 812 FPLP VOICE BUS FX -270 V 9 DEVICE I NSTALLATION REQUIREMENTS AJL-1Q i USUAL HVAC SUPPLY DIFFUSER n MIN t j FINISHED CEILING NOT PERMITTED i WERE V77 / ///// //111 / ///t DETECTOR 6' MN FROM CEiUNG CZ' Aff 3M, SMOKE EATi DETECTQ_R_ I SMOKE/HEAT DETECTOR NOT PERMITTED HERE MANUAL PULL STAT ON —9T VIN 96' MAX a- 72' AFF 72- A%= 72' AFF F'. = egg Acv P",Nf FINISHED FLOOR ////////////////////////7///////7///////// SMOi .E/HEAT DETECTOR PERMITTED HERE FACP 2 5 :�- FR: PGMTER PriONE F!RE FtGt TeK nAN75E' CAS NET O fNIShED WA / / / / / / / / / / / / Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY 1000 POINT, 4 NACS, 4 CLASS B OR 2 CLASS A, DIALER, RED DOOR KIDDE FX -1000D FX -1000D 1 FACP SMOKE DETECTOR - ELEV W6Y PRIMARY RECALL FLOOR I INTELLINET 2.0 FIRE SUBSCRIBER 8 ZONE, 7794A, LOCAL ANNUN, MCT, RED AES CORP 7707P-88-ULP-M 7707P-88-ULP-M 1 AES LCD REMOTE ANNUNCIATOR, W/CONTROLS, RED EDWARDS - UTC RLCD-CR RLCD-CR 1 FAA LCD PULL, SA, ONE STAGE FIRE ALARM STATION KIDDE FX -270 FX -270 9 P SMOKE DE ECI OR - ELAN RIBBY AU ERNATE FLOORS 2 —t 0 INTELLIGENT OPTICAL SMOKE DETECTOR KIDDE KIR-PD KIR-PD 5 0 Ft/F. INTELLIGENT FIXED TEMPERATURE, RATE OF RISE HEAT DETECTOR KIDDE ENGINEERED SYSTEMS KIR-HRD KIR-HRD 2 SMOKE DETLCI'OR - ELEV MACHINE ROOM _- - CLASS B SINGLE INPUT MODULE KIDDE FX-IDC1B FX-IDC1B 1 MM2 t DUAL INPUT MODULE KIDDE FX-IDC2B FX-IDC2B 5 MM2 CONTACT RELAY MODULE KIDDE FX-RLY FX-RLY 6 :. R M 5 'T- 10_( HORN/STROBE, 2 WIRE, M -C, HI/LOW, WH, WALL EDWARDS - UTC EG1-HDVM EG1-HDVM 4 n HORN/STROBE, M -C, FIRE, WH, CEILING EDWARDS - UTC EGCF-HDVM EGCF-HDVM 14 1-0/ / • STROBE, M -C, FIRE, WH, WALL EDWARDS - UTC EGIF-VM EGIF-VM 2 f 104 HORN/STROBE, 2 WIRE, M -C, HI/LOW, FIRE, WH, WALL, WP EDWARDS - UTC WG4WF-HVMC WG4WF-HVMC 1 mow nBELL 10" RED EDWARDS - UTC 439D-10AW-R 439D-10AW-R 1 44MOKE ceogiE: s s9 • •4 ....� PROJECT NOTES - THIS IS A NEW FIRE ALARM SYSTEM IN A 2 STORY FULLY I SPRNKLERED BUILDING. 1 FIRE ALARM SYSTEM OPERATIONAL MATRIX GENERAL NOTES / SCOPE OF WORK 1. FACTORY RECOMMENDED MINIMUM WIRING SIZES, TYPE AND CONSTRUCTION AS NOTED ON THE DRAWINGS MUST BE STRICTLY FOLLOWED. ANYONE WILLING TO MAKE CHANGES WILL DO SO AT THEIR OWN RISK!! 2. WhEN POWERING UP THE FACP OR REMOTE POWER SUPPLIES BE SURE TO APPLY AC VOLTAGE BEFORE DC VOLTAGE. WHEN POWERING DOWN REMOVE DC SUPPLY BEFORE AC DISCONNECT. 3. THE CIRCUIT ROUTING AND WIRING COUNTS ON THE FLOOR PLAN DRAW NGS ARE SHOWN DIAGRAMMATIC BASED ON CONTINUOUS AND ShORTEST POSSIBLE ROUTING FROM THE CONTROL PANEL AND BETWEEN CONNECTED FIELD DEVICES WITH NO PHYSICAL OBSTRUCTIONS. THE WIRING OR CIRCUIT COUNTS (IF SHOWN) ARE PROVIDED AS A CONVENIENCE ONLY AND AS MEANS TO HASTEN INSTALLATION OR TO DETERMINE WIRING ROUTES. 4. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT EDITION OF U.B.C., TITLE 19, TITLE 24, NFPA AND AMERICANS WITH DISABILITIES ACT (ADA) AS REQUIRED BY THE GOVERNING AGENCIES. G. PER NFPA 72-2013 SECTION 5-3.G. I .3, DETECTORS SMALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINALED. 7. ALL WIRING, CABLE, AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70,NATIONAL ELECTRJCAL CODE, ARTICLE 760, 770, 780, AND NFPA 72, 4.4.1.2 FIRE PROTECTIVE SIGNALING SYSTEMS. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN A 30" RADIUS OF SUPPLY -AIR DUCTS. NFPA 72-2013, SECTION 2-3.5.I. 9. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. I CONTROL UNIT ANNUNCIATION EQUIRED FIRE SAFETY CONTROL 7.77 JUN 11 2019 u:'a 4 iLrFIRE DEMI-MEM'4' i,o..a:\: call 205-575-4407 n 0� down or re yr ;t1 i PROJECT NAME TUKWILA, WA JOB # 1901034 DATE: 106/07/ 19 L U co I1_ co rL m 0 0 0 a uJ 0 m 0 0 0 w 0 REVISIONS ISSUED FOR. REVIEW REVISE b RESUBMIT O z N SKEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SKEET DESCRIPTION FIRE ALARM COVER SHEET NUMBER FAO.O t SMOKE DETECTOR - ELEV W6Y PRIMARY RECALL FLOOR I • SMOKE DE ECI OR - ELAN RIBBY AU ERNATE FLOORS 2 —t t ,�i SMOKE DETLCI'OR - ELEV MACHINE ROOM _- - s 1 t SMOKE DETECTORS 4 : t ' :. HEA r DEI LCTORS ELEVATOR MACE LINE ROOM 5 'T- • =� +- HEA rDEIEC;IORS -7-44, -.= = : • • -r f •• r I.- a. • .011 OW I... mow .d ` MANUAL PULL STATION 'aa =ROOM SMOKE DETECIVRami 44MOKE ceogiE: s s9 • •4 ....� • :..0 rs ......' 0 iib • AC POWER I -ALLURE FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS 11 • • , , 41400 SUPRWE iL(Tlir in • V. an a ' IMI ...illit *1.. a 0 -i um OMs Mr a DUCT DETECTOR 13 •' i • • TAMPER SWITCHES 14 • O • • -O \WATERFL OW SWITCH T5-6-• • A BIC D E F G H 1 JKLM N P Q R ST 7.77 JUN 11 2019 u:'a 4 iLrFIRE DEMI-MEM'4' i,o..a:\: call 205-575-4407 n 0� down or re yr ;t1 i PROJECT NAME TUKWILA, WA JOB # 1901034 DATE: 106/07/ 19 L U co I1_ co rL m 0 0 0 a uJ 0 m 0 0 0 w 0 REVISIONS ISSUED FOR. REVIEW REVISE b RESUBMIT O z N SKEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SKEET DESCRIPTION FIRE ALARM COVER SHEET NUMBER FAO.O Battery Calculations for Panel: PI Pa -t \o:FX-1 CCOD - 1000 PONT, 4 NMS, 4 CLASS 13 OS 2 CLA35 A, DIALER, RED DOOR .;ob cumber: 190:034 Job name: KI\G LA✓IK Add-ess I : o70O FORT DEN' WA" Add^ees 2: TUKWIA, WA Part No. Qty. Description Standby Total Standby Alarm Total Alarm G # • DEVICE CAN \. ### i.. ,_____,.\i Pa -el Erfipmerit # ## CC' SLC DEVICE ADDS r_ DEVICE • ### © FX-100D_M5 1 FX -1 CODM5 MA N BOARD 172.00 GriA 172.0000mA 2G7.00O rrA 207.0.300 -TA SA -232 1 R5-232 I\ RFACE CARD ; 3.0=h-tA 1 3.000 0mA 13. X OOrrA 13.0 oa A SA -CSA 1 CLASS A NAC MODULE 3.O0(_OnA 3.00JOinA 4C.000OrrA 40.0000TA SA -SACT 1 DACT, 2 -I -NE 41 .00:OriA 41.OXOmA 41.0000mA 41.Or -rA _ 5A-E'r 1 ETrEFNET PORT, SLAVE 34.0000nA 34.0000mA 34.00001TA 34.000OrA NAC-NOTIF.CATION CR.S M:007 A Total Pare: Stay 243.0OOOmA Total Pare! Alarm 415.00(X rA M.008 FX-RLY Per p eras Devices # 18/4 FPLP 55 J5 ? V EG 1-fiDVM 4 110rtN,.TROBE, 2 W RE, M C, H0LCW, WM, WAJ. (Nottf cat:oi) 0.0000rtA - - O.OJC O-nA 94.0000rrA 370.0000 -TA EGCF-4IDVN 12 t10RFm5TROBE, N -C, FIRE, Wt1, CEILI\G (No}:Fcator•) O.CXCriA 0.CCOOTA 1 85.0000rrA 2220.0000r -A EGCF-NDVN 2 HORN/STRDEE, M -C, FRE, WH, CEILI \G (\ot f tato-) 0.0000r-oA :D.ODCOmA 105.0000mA 2 I 6.0:0DTA EG 1 F -VM 2 STROBE, M -C, F RE, W11, WALL (\ot f cat or) 0.( XX)mA O.DOCOmA 59.00001rA 115.00OOiA ECL -4.7 3 EOL 4.70 (\o`-.f.cat.or) 0.0000TA 0.0000-nA 0.00OOrrA 0.0000TA WG4WF-HVt4C FX -0025 ttORNSTRD=E, 2 WRE, M -C, HV'LCW, FIRE, Wr, WALL, WP (\ot.ficatio-) 0.00JOnA O.000OmA 238.0000mA 235.0000TA 439D-10AW-K 1 BELL , 0' RED (Notification) O.000GrIA 0.0000TA 71.5000rrA 7 I .SCOO rA RLCD-CR t LCD REMC'E AN\UNCIA OR, WiCO\TROLS, RED (Power) 93.CADDCnA 93.0000TA 1 15.000On-A 1 15..c007-rA RLCD-CR i LCD RENO AN\UNCIAOR, WICOV7ROLS, RED (Sepal) 0.00011-01/4 0.0001 mA 00)01 rrA 0.0:01-rA FX -IDC 15 1 GAS 5 5 NG I\P0T MODULE. (Signal -1 lire) PILL, SA, ONE :TAGS FIRE ALARM STATiCN (Stgrerirto Isle) 0.3500nA 0.400CriA 0.35C,'•OmA 3.6000mA 0.5000mA 0.5000rrA C.5C00rA 4.5000:rA FX -270 9 FX -IE 25 5 DUAL I\PL:T MCCU_= Moria tr.? l ne) 0.55 0rtA 2.7500mA 0.7250mA 3.0250rA K -PD 5 I\TELUGE\T OPTICA:. SMOKE DETECTOR tana rea Erie) 0.51 COr-tA 2.55e0riA 0.E800rrA 3.4000rA FX -@LY 6 CO\TACT RE:AY MODULE Clef -tat -9 hre) --0. 125OriA 0.750OrnA 0. 125OrrA 0.7500-rA Sl- R.2 2 1NT:LUGS\T FIXED TEMPERATURE, RATE OF RJSE HEAT DETECTOR (5gnatri rre) Q.5 I OOrA I.0200mA O.GeO rrA I.3;001 -A (0.0817V) 008 WG4WF-VIVMC Total Penl:hera Sty 1 10.0201 mA TotaPerpn Alarm 3305.6351 TA (3.1363V) 009 ..c.CF-rDVM t-CRVSTRCBE, M -C, FRE, Wm, CEILING, 7500 33-0 185.0000n -A 17.41 ! 8V (O. I 125V) 01 C EGCF-I-DVM Total St3rrdoy Ami 373.O20I mA Tota Aarm Amps 3753.035 I TA Sa-dby `- rre: 24 firs 5.952Ah Alarm time: 5 Mir 0.315Ah Battery re.%uirerent: 9.2c.5Ah Corr..eisatior Factors - Sard: 1 .2 Ala --n: 1 .2 R. a rtement win compensation: 1 I . 1 2 I Ah Fire Alarm Device Numbering (SLC) ADDRESSABLE DEVICES CIKCU_T NOTIFICATION DEVICES CIRCUIT SPEAKERS 4 SPEAKER/ STROBES SIG / SPEAKER CIRCUIT Appliance Desc Parti Distance - DEVICE # WATT SETTING @ (70VRN CANDE A Voltage Drop C G # • DEVICE CAN \. ### i.. ,_____,.\i DE - �''''' �,/ # ## CC' SLC DEVICE ADDS r_ DEVICE • ### © M:002, 003 FX -.D 0213 DUAL IN'UT MODULE 3-0 0.550CrA l 20.3990V SIG # • 1#1 LF 0 ## CD #.## W 5:ID0! KI -PD CIRCUIT LINE TYPE Circuit Legend 0.510Dr-AI 20.3993V Abbreviation Type Name LI A z Z # 16/2 FPLP CONVENTIONAL T KI PD U #10/2 /2 FPLP SLC -SIGNAL LNE CRKT (0.0057V) U KI-HRD NTELL'GENT FIXE_ TEMPERATL.RE, RATE CF RISE TEAT DETECTOR A # 14FPLP NAC-NOTIF.CATION CR.S M:007 A S # 10/2 FPLP SIIE1_DED AUDIO / SPEAKER CRKT ? M.008 FX-RLY B # 18/4 FPLP 55 J5 ? V #145/2 FPLP VOICE BUS ® EOL 4.7K Q 75CD Y h 75CD EOL 4.7K 0 UZI w0 - h 75CD 75CD h WP 87CD Y0 Ory h 75CD 75CD 30CD 30CD 3000 Ch1 to 15CD \ / 30CD 30CD 30CD ©�1' i.�� 0 �PryS� 0 75CD 15CD \ / • h EOL 4.7K 0 L Qb h 75CD �ry 1 SIG3 1 SIG2 75CD 75CD 75CD Circuit Calculations Panel: P I Card: 00 Circuit:SLCI Crcut Na -re: SLC1 Circ -Lit Type: Siona i- I-rra/KDOE-EX 7e -rural Vo tage: 2'?.4V:U' Arrpe a e: 2.o:XX)A Cabe: Power, _ rri:ed, A;d essacle system data Cabe #14 Ca cu aborts :ase: on Runn rg Total Leng`_^. Des g- Cntena: ArC.iert tenpe-a`.,/re: 167°F Max. ere-atirr, vo tale *or,: 15% Device Part No Appliance Desc Parti Distance - - Current I Voltage r 20.4V Voltage Drop Voltage Drop FX- I 000D M:001 FX- D :' 15 CLASS 5 SI\GLE INFUT MODULE 3-0 0.350Dr'A I 20.3395V (0.00D2V) M:002, 003 FX -.D 0213 DUAL IN'UT MODULE 3-0 0.550CrA l 20.3990V (0.CO:)2V) M:OC 4, 005 FX -0..28 DUAL INPUT MODULE 3-0 0.5500r -A I 20.3993V (0.(3CX)2V) 5:ID0! KI -PD .NTELLGENT OPTICAL SMOKE DETECTOR I'-0 0.510Dr-AI 20.3993V (0.0001 V) M:006 FX -270 PULL, SA, ONE STAGE F IRE ALARM 5 ATION 2`-0 0..4 0r -A! 20.39.92V (0.0001 V) 5:002 KI PD NTELLGENT OP7:CAL SMOKE 'DETECTOR I06'-0 0.510DrrA1 20.3935V (0.0057V) 5:003 KI-HRD NTELL'GENT FIXE_ TEMPERATL.RE, RATE CF RISE TEAT DETECTOR 4'-0 0.510DrAl 20.3333V (3.00D2V) M:007 FX -RL" CONTACT RELAY MOJ:.L.E 3-0 0. 125CrA I 20.3932V (0.001 V) M.008 FX-RLY CONTACT RELAY MOD -LE 3-0 0.12501-A I 20.3931V (0.0001 V) M:00.9 FX -RL" CONTACT RELAY MOD -1E 3-0 0.1250rA i 20.3329V (0.00D I V) 5:004 KI -?D ;NTEL_GENT OFT' CAL 5MOKE DETECTOR _ 18-0 0.5 i'OCrA I 20.3922V (0.0037V) 5:005 KI PD 'NTELLGENT OP':CAL SMOKE DETECTOR 00-0 0.51 OCrAI 20.359DV (0.0023V) S:000 KI-HiD :NTELLGENT FIXED TEMPEWA';.IRE, RATE CF RISE rEAT DETECTOR 0G-0 0.5; o: -A! 20.385V (0.0D2V) 5:007 K1 -PD :NTEL:GENT OPTICAL SMOKE DETECTOR 4'-0 0.5 1 OCrAI 20.3.579V (0.0001V) M:010 FX-RLY CONTACT RELAY MOD;LE 16-0 0.1250r -AT 20.3.575V (0.0003V) M:011, 012 FX -0025 DUAL INPUT MODULE 2--0 0.550:IT-A I 20.3875V (CV) M:013, 014 FX -'0025 DUAL INPUT MODULE 47'-0 0.5500r -A I 20.3549V (0.0000V) M:015 FX-RLY CONTACT RELAY MODJLE 2-0 0.1250r -A l 20.3563V (CV) M:0: 0 FX-RLY CONTACT RELAY MOD:;LE 22-0 0.1250r'A! 20.3507V (0.0031V) M:017, 01b FX DC25 DUAL INPUT MODULE 2--0 0.550CrAI 20.3507V (CV) ().3355V) 033 EGCF-rDVM 376.-0 7.8200r -A 185.C(-0OmA Tota' C1rrent: 7.5200rA ictal VCrop Percert:0.07%) Tota V.:l:aae Croy : 0.0133V AES RADIO P1 75CD © Q D MM2 1 SLC1 rr 4' LCD 1/FAA I h05, J} 4 1 SBC4 1 AUX1 1.114.12 �4' al' ar w 4 4 ' by h tib 4y 0 4' Circuit Calculations Panel: P 1 Card: 00 Circuit:SIG 1 Circuit \ame: 51G1 Ci -curt Type: Natif-cat on Tern nal Voltage: 19.2V:CC Amperage: 2.5'000A C aIle: 1412 SOL JKT FPLK 1M RL RED #14 Calcsatiors ;.ased on Rurat.rg Total Length. Gey in rCntena: Artiiert tempera`_ -..re: 107°F Max. operating votary!! aror 15% Device Part No Appliance Desc _ - - - _ _ Distance _ Current Voltage Voltage Drop FX -!0000 Panel 19.2V ODI EGCF-rDVM MORK/STRCBE, M -C, F RE, W`!, CEILING, 7500 13-0 155.0003rrA 19.05: V (3.1109V) 002 EGCF-rDVM rIOR\/STRCBE, M C, F RE, W", CEILING, 7500 37-0 I85.OWOrrA 18.7923V (3.2908V) 033 EGCF-I-DVM riCRV3TRGBE, M -C, F RE, Wm, CEILING, 7500 36-0 I55.XCO3rrA 1.5 5502V (0.242V) 0)4 EG I F -VM STROBE, M -C, FIR2, Wm, WALL; 150D 17-0 59.000DrrA 16.4552V (0.095V) 000 EGCF-rDVM r1CKVSTRC5E, M -C, FRE, WT!, CEI_ING, 3000 _ I9-0 I0 .00 On -A 15.356V (0.0993V) 007 EG I -t'DVM `ICK\/STRGBE, 2 WIRE, M -C, t1./_OW, W-!, WALL , 30CD 27-0 94.0000rrA 18.2325V (0.1232V) OD5 EGI -1-"DVM rICRVSTRCBE, 2 WIRE, M-C,11/LOW, WM, WALL , 30:0 16-0 94.0000rr-A 18.1 09V (20038V) 005 EGCF-rDVM -K;KV5TRCBE, M -C, FRE, W"., CEILING, 7500 I8-0 I85.000OrrA 18.1077V (0.0413V) 009 EGCF-t'DVM rK:RV3TRICBE, M -C, FRE, W-1, CEILING, 7500 36-0 185XX)OOrrA 18.0259V (0.0818V) 010 EGCF-rDVM 1-I RVSTRCBE, M -C, F RE, W`', CEILING, 750E 35-0 155.000N -A 17.9502V (0.C395V) EOL -4.7 ECL 4.7K 5-0 0.0003nA 17.9502V (GV) 259-0 1445.0 0On-A Tota! C..rrent: 14-G5.003Cr1A (total VD -op Percert:6.3290) Tota: Vole Dro' : 1.2135V Circuit Calculations Panel: P 1 Card: 00 Circuit:SIG2 Circuit Name: 5102 Cu:cutType.: Notif,ca`"ort Ter -n nal Voltage: 19.2V:CC Amperage: 2.5000A Cale: 1412 SOL JKT FPLR 1M RL R3D #14 Cacu'ations based on Rr.rm:rg Total Lent-. Cesg^ Cntena: Ar:lert tempo-atLre: 107°F Max. cperatina votage. cur: 1,5% Device Part No Appliance Desc Distance Current Voltage Voltage Drop FX -!000[) r - 19.2V 001 ESCF-t'VVM HORVSTRCB" M -C, FRE, Vtl, CEILING, 75CD 33-0 I85.0000rrA 15.5549V 0.345! V) OD2 EGCF-rDVM 1-1CKV5TRC5E, M -C, F R3, W -t, -CEILING, 7500 .30-0 I85.0C0DrrA 15.51 94V ().3355V) 033 EGCF-rDVM `CKVSTRCBE, M -C, FRE, WM, CEILING, 7500 37-0 185.C(-0OmA 16.216GV 0.3025V) 004 EGCF-rDVM rCRVjTRCBE, M -C, F -R2, WI, CFI NG, 3000 37-0 108.0003rrA 17.9555V (0.2005V) 0)5 EG I F -VM STKCBE, M -C, FIRS, Wi, WA_L, 150E 24-0 59.0"00)4A 17.5025V (D. 1533v) 00G E.G 1-rDVM rICRVSTRCBE, 2 WIRE, M-C,11./LOW, WM, WALL , 3000 10-0 94.0000rA 17.7423V (0.0002V) 0.77 EGI -rDVM rICRVSTRCBE, 2 ;MR F, M -C, H`/_OW, W`!, WALL , 30CD 15-0 94.00.00rrA 17.6'004V (0.0817V) 008 WG4WF-VIVMC MORN/STROBE, 2 WIRE, M -C, fi!_OW, FRE, Wil, WALL, WP , 570.0 2.5-0 238.0000mA 17.5243V (3.1363V) 009 ..c.CF-rDVM t-CRVSTRCBE, M -C, FRE, Wm, CEILING, 7500 33-0 185.0000n -A 17.41 ! 8V (O. I 125V) 01 C EGCF-I-DVM `ICRVSTRCBE, M -C, FRE, Wm, CEI_ NG, 75CD 36-0 1.55.0000rrA i 7.33V (0.C818V) 011 EGCF-rDVM tiCR.VSTRCBE, M -C, FRE, WM, CEL.NG, 7500 30-0 I e.5.3C0DrrA 17.2,59;V (0.C4O9V) 011 EOL -4.7 ECL 4.7K 4-0 0.00 00mA 17.2591 V (0V) 329-0 ; 703.0000mA Total 0A -rent: 17C3.00DCrtA Octal VD c.p Percert:9.95%) Total Volta'e Cro.: 1.9109V Circuit Calculations Panel: P 1 Card: 00 Circuit:SIG3 Circuit \ame: 5103 Circuit Type: Notif ca. on Term nal Voltage: 19.2V:CC Amperage: 2.5000A Ca I : 14/2 SOL JKT FPLR 1 M RL RED #14 Ca'c.'atiorts based on j.nn-rg Total � rgt-. Ces-g-• Cnteria: Ari rt tempe^at. re: 107°F Max. operating vo tage cur: I S% Device Part No Appliance Desc Distance Current Voltage Voltage Drop FX- I OBD 'Panel 19.2V 00 I 4397- I OAW-R BELL 1C• RED 138-0 55.0=hr-A 19.125V (0.072V) 001 EOL -4.7 PCL 4.7K 3-0 0.000DrrA 19.125V (0V) 141'-0 85.00aDrrA Total Current: 55.10000mA (Tota' VDro Percent:0.35%) Total Votage Drop : 0.372V O ,0 Ory O o G V 4' by 1 G F IRM 41' 4 0 by 4' 3RM O w� 4 by RM wb C C7‘ by w O } OO C wff w. 1. w. o 4. 4' 4' 4,6 `1 4' 4' -81Piek-AV Fire Alarm 8 Automation 13330 SE 30th St Bellevue WA 98005 425) 223-3154 Fax: (425) 223-316 Lic. #: KLEPPI*93806 \a • so, LEVEL IV or lMc, wE1:••,0 EXPIRES: 1I/01/21 PROJECT NAME TU KWI LA, WA JOB # 1901034 DATE: JOG/07/!9 L U } co 0 0 0 0 !i! 0 i 0 O O 0 REVISIONS ISSUED FOR REVIEW REVISE d RESUBMIT O z SKEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM CALCULATIONS St1EET NUMBER FA 1.0 I u) I Cr 4 SLC141:015 SIG1 I 4.7K12 = WATERFLOW/----- TAMItR. it.C141:001 ELEC. • e , SIG 2 TO 2ND FLOOR{ SIG 3 INATEFtFLOIN BELL[ i I 75 sni•olo 75 tAkt2 D SLC141:002, 003 SLCVM:004,005 SLCFS:001 2 p SLC141406 R.00M = SLC1•M:012 =- = I --- I SLC1•M:014 TAN/PEWPIV VERIFY ADEPL SPRINKLER. IDEV:CE LOCATIONS IN FELD W611201 75 SIG1•009 DIVISIBLE TENANT SE SLC1-M:007 75 SLC141:013 _ IL • I 9FEN TO A3OVE QBBY 30 SIG1•005 SBC4.1,AUX1-001 75 \ \ SLC14A:e11 \ SLC1•M:010 SLC144:013.9 I I LCD STAIR.4 SLC1•S:004 UFo0 I . SIG1•0077II - - -i 11 l.. ) i 30 I sSriALCFT1 .:1)0,4;\ 1AECNE .1 -: q) (AvuRrSi.0 1•S:003 'Li 135'— I / k I / i E_EV. MACI-I.; ROOM 11 I: '•N. • I, GIVIT4--1 JAvirog. =1446 7 -Th\ B _ ) FIR ALARM I ST FLOOR PLAN SCALE J I /o" = 7 Er w 37 16 Fire Alarm Device Numbering (SLC) ADDRESSABLE DEVICES NOTIFICATION DEVICES SPEAKERS $ SPEAKER/ STROBES Type CIRCUIT ic CIRCUIT #i 6/2 FPLP CONVENTIONAL SIG / SPEAKER CIRCUIT LI 6 NI /2 FPLP SLC -SIGNAL UNE CRXT # A # I 4/2 FPLP NAC -NOTIFICATION CRKT DEVICE A S # I 6/2 FPLP SIIEILDED # WATT SETTING @ (70VRM 13 DEVICE ADDRESS DEVICE 5,_c • ### 0 .5G 4 • CANDELA hfil ). -,....-- ---1 < !Hi CD SG , • CANDELA iiiii CD •.##w • ## LF CIRCUIT LINE TYPE Circuit Legend Abbreviation Type Name ic Z #i 6/2 FPLP CONVENTIONAL LI 6 NI /2 FPLP SLC -SIGNAL UNE CRXT ?U A # I 4/2 FPLP NAC -NOTIFICATION CRKT A S # I 6/2 FPLP SIIEILDED AUDIO / SPEAKER CRXT ? ID 13 # I 8/4 FPLP SBUS 9 1 E V ili 5/2 FPLP VOICE BUS v I / JUN PLiCr--r Flpp PREVErv--r';-' Dep_r Fite Alarms Automation 13330 SE 30th St Bellevue WA 98005 25) 223-3164 Far (425) 223-316 1k. #: KLEPPI*938C6 / \R g I LEVEL IV ‘05..= EXPIRES: 11/01/21 PROJECT NAME JOB # 1901034 DATE: OG./07/ I 9 L ca 021 IL )- tii 3 cT 0 0 (f) Ui 5 2_ tu 03 In LIS co SHEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM I ST FLOOR PLAN SHEET NUMBER FA 2.0 t SIG 3 FROM 1ST FLOOR 187-, SIG3'OO1 SIG2•008 WP PLACE I -VS AN 7 BELL A3OVE CANOPY SIG3 4.71(0 5 SIG2•011 1 REMOTE INDICATING UGIIT IN CEIUNG TO B= DETERMINED ONCE ROOM DUCT DETECTOR 1 TYPE KNOWN 75 s)G2'010 i REMOTE INDICATING LIGHT sN CEILING TO E'= DETERM NED ONCE ROOF DUCT DETECTOR TYPE KNOWN REMOTE INDICATING LIGHT 1 " IN CEILING TO BE DETERM NED r ONCE ROOF DUCT DETECTOR 1 ®" -TYPE I(NOWN - 1 a SIG2.009 SLC TO ROOF f MEDICAL OFFICE SPACE E i ----Sid 2 FRAM 1ST FLOOR 11 E311) 75 SIG2-001- SIG2.002 7 �SIG2.003 75 SLC144:016 .E -71-71 1 i J 1 M fE ALARM 2ND FLOOR PIAN SCALE: i/1' = K`O° 7 8' 37 0' 4' i8 Fire Alarm Device Numbering SLC (SLC) ADDRESSABLE DEVICES CIRCUIT - S NOTIFICATION CIRCUIT Name DEVICES # CD� SIG SPEAKERS SIG d / SPEAKER SETTING SPEAKER/ CIRCUIT # @ STROBES (7OVRM CD 0.00 W 0 • #16/2 FPLP • 000 A DEVICE DEVICE WATT 000 DEVICE ADDRESS 0 CANDELA-1CANDELA ``C • ' , LF CIRCUIT UNE TYPE - Circuit Legend Abbrevlatlon Type Name Z Z #16/2 FPLP CONVENTIONAL U U #16/2 FPLP SLC -SIGNAL UNE CRKT A # 1 �I/2 FPLP NAC -NOTIFICATION CRKT S #16/2 FPLP SIIEILDED AUDIO / SPEAKER CRKT Q S tt B #18/4 FPLP SBUS 9 1 0 V #15/2 FPLP VOICE BUS + Fire Alarm s Automation 13330 SE 30th St Bellevue WA 98005 425) 223-3164 Fa (425) 223-316 l'o, LEVEL IV cl EXPIRES: 11/01/21 PROJECT NAME k-r- sZ NL DATE:JOG/07/19 Ea 0 0 REVISIONS ISSUED FOR REVIEW REVISE $ RESUBMIT S11EET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM 2ND FLOOR PLAN SHEET NUMBER fA 3.0 3 , USED FOR k7! 1L DUCT DETECTOR FACP INTERFACE : I i - - , RTLI\ \7- ' DUCT DETECTOR, s-------; 1-, t EX OTHERS -\ SLCFM:025, 026 rrr_rr 4F-..••• • tAA2 USED FOR —'1 SLC1-M024DUCT 'D.TECTCS RMJ SLC1•M:023 FAC;P INTERFACE — L DUCT DETECTOR 51' OTHERS SLC1•141:021, 022 RTli- EVC1-01.11CIETE:ECT°K \ 3 i =, - - i . ------ ' 3 SLC140:019, 020 rang2 . I.._ USED FOR DUCT DETEC-OR EACP INTERFACE 7 1 IRmiSI-C14A:018 FIRE ALARM ROOF FLAN 11 SLC 1 1 NOTIFICATION DEVICES CIRCUIT I SPEAKERS SIG I i I i W I i - - , RTLI\ \7- ' DUCT DETECTOR, s-------; 1-, t EX OTHERS -\ SLCFM:025, 026 rrr_rr 4F-..••• • tAA2 USED FOR —'1 SLC1-M024DUCT 'D.TECTCS RMJ SLC1•M:023 FAC;P INTERFACE — L DUCT DETECTOR 51' OTHERS SLC1•141:021, 022 RTli- EVC1-01.11CIETE:ECT°K \ 3 i =, - - i . ------ ' 3 SLC140:019, 020 rang2 . I.._ USED FOR DUCT DETEC-OR EACP INTERFACE 7 1 IRmiSI-C14A:018 FIRE ALARM ROOF FLAN 11 SLC 1 SIG NOTIFICATION DEVICES CIRCUIT I i i SPEAKERS SIG d / SPEAKER SETTING i s". - 'SLC1•S:006 SLCVS:C4:07 0 0 FVF 135' ELEVATOR • gi BELOW 1 11 SLC FROM 2ND FLOOR B SCAL:t: 1/8" = I -O 8'37 rui 0 4116 NOM VIM 11111,••••,.........• 1.0 WIPIPlili.1111111 Fire Alarm Device Numbering SLC (SLC) ADDRESSABLE DEVICES SIG NOTIFICATION DEVICES CIRCUIT SIG SPEAKERS SIG d / SPEAKER SETTING SPEAKER/ CIRCUIT # @ STROBES (70VRM CR 1.ii W i • • MAg CIRCUIT , • DEVICE # DEVICE WATT' CANDELA im, DEVICE ADDRESS 0 - CAN DE LAi ". \------- l ' H 4/0 CI CD g - • ## LF U # I 6/2 FPLP CIRCUIT UNE TYPE Circuit Legend o Abbreviation Type Name z #16/2 FPLP CONVENTIONAL 0 U # I 6/2 FPLP SLC -SIGNAL UNE CRKT ? A # I 4/2 FPLP NAC -NOTIFICATION CRKT Li 5 # l 6/2 FPLP SHEILDED AUDIO / SPEAKER CRi(T ? 5 9 I E B # I 8/4 FPLP SBUS V #1812 FPLP VOICE BUS V 1 m.o.., 1230. Fire Alarm a Automation 13330 SE 30th St Bellevue WA 98005 425) 223-3164 Fax: (425) 223-316 tic #: KLEPPI*938C6 .0.Es-s4e LEVEL w farragairrnir..1 (15' r SPIRES: 11,V1/21 PROJECT NAME J08# 1901034 DATE: I OG/07/19 L a._ a_ co 0 a 0 0 CS) 0 0 REVISIONS ISSUED FOR REVIEW REVISE $ RESUBMIT 0 z c‘i SHEET LIST FA 0.0 COVER. SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM ROOF PLAN SHEET NUMBER FA 4.0 KING LASIC BUILDING OCCUPANCY: M, B CONST. TYPE: III -13 PARCEL#: 29549000420 SQUARE FOOTAGE LEVEL I. LEVEL 2: 6,739 6,969 13,705 • SITE PLAN LEGEND PROPERTY UNE STREET CENTERUNE NEW UNDERGROUND (BY OTHERS) EXISTING UNDERGROUND p4 EXISTING GATE VALVE EXISTING FIRE HYDRANT NEW YARD VAULT W/ 6" BACKFLOW (BY OTHERS) NEW GATE VALVE (BY OTHERS) NEW 4"x2.5"x2.5" YARD FDC (BY OTHERS) ISI N INTERURBAN AVE. t OSINGLE PLY MEMBRANE 1/4" COVER BOARD R-38 INSULATION VAPOR BARRIER 1,5" 18GA. METAL PAN DECK BAR JOISTS/STEEL (-BEAMS SCALE 1" = 20' WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST 2013 WATER MODEL DATA SUPPUED BY TUKWILA WATER ELEV. OF FLOW TEST: SAME AS SITE 120 PSI 20 PSI 5000 GPM 144TH STREET & INTERURBAN AVE S. 1/4:2 SLOPE II I, 13.25" CONCREITE 11.5" 26G,CMETAL PANEECIC� EAR JOISTS/METAL I -BEAMS 31'-0" 21, T.O. PARAPErti NAS. (ABOVE CEIUNG) PER NFPA 13 SECT 8.15.1.2 CT SECTION A/1 FACING NORTH NTS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS CT SYMBOL LEGEND as LEVEL 1 SCALE 1/2"=1'0" G - RKaSH KFACNR 691 OUNJRN RELIABLE SSU F1FR BRONZE 5.6 1/21 155° 2 RELIABLE SSU F1FR BRONZE 5.6 0'/ Or II 2.5 2$ ®,-31 9 SSP TFp a I°. W 4B 1/2" ID 1 RELIABLE ra Y UI (ROME 5.0 4/2° EDO' 1 RELIABLE VEE'W F1 FR BRONZE LJ' I�IrI�LJ CI ©C� r 4L=1- or EDDY FLOW . on 2-0 7,144 I] BR1 c 4 EDDY FLOW . .. SPRINKLER WRENCH BOLL GROOVED, PENN END (FOR BUTT WELDING) . I SFS START POINT 5 10 0.134 RISER DETAIL 0 2 4 SCALE 1/2"=i'-0" 1. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 2. MAINTAIN 2' ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. 3. PIPE ALL DRAINS TO DISCHARGE INTO FUNNEL OR FLOOR DRAIN. RISER EQUIPMENT ITEM QTY SIZE DESCRIPTION 1 1 4' CHECK VALVE 2 2 2.5" SFS SHOTGUN RISER (INCLUDES THE FOLLOWING): N/A WATERFLOW INDICATOR 1/4" PRESSURE GAUGE 125" TEST & MAIN DRAIN 3 2 2.5" BUTTERFLY VALVE W/ TAMPER SWITCH MANUFACTURER GLOBE POTTER ASHCROFT AGF VICTAUUC 4 1 12 HEAD SPARE HEAD CABINET (CONTAINING THE FOLLOWING) REUABLE MANUFACTURER TYPE MODEL RKaSH KFACNR 9420TEMP OUNJRN RELIABLE SSU F1FR BRONZE 5.6 1/21 155° 2 RELIABLE SSU F1FR BRONZE 5.6 1/2" 200° 1 RELIABLE SSP F1FR CHROME 5.6 1/2" 155° 1 RELIABLE sop-- F+PR UI (ROME 5.0 4/2° EDO' 1 RELIABLE VEE'W F1 FR BRONZE 5.6 1/2° 155° 1 EDDY FLOW 0.083 3.334 ROLL GROOVED, RAIN END (FOR BUR WELDING) 7,144 0453 4 EDDY FLOW REUABLE MODEL C SPRINKLER WRENCH BOLL GROOVED, PENN END (FOR BUTT WELDING) Terpognm rim ! TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give l this-SFire ��Permit No. and exact address for shut- down or restoration approval. MODEL # RCV VSR-F 1005P 1011A 705 A-4 D Without Comments ,' As Noted in Red 'LL' Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City =-tandards. Acceptance is subject to errors and omissions which do not authorize violations of adopted -ndards 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 Are Prevention Bureau. Date: C -( �' /1 B : GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM E-53/ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED ""B""T °F WNHII HPE IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED. PLAIN END. POLISHED 2.053 0.044 11/4 40 0.140 1.380 ROLL GROOVED. POLISHED. PLAIN END (FOR BUR WELDING) 1.817 0.097 11/2 EDDY FLOW 0.088 1.728 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2080 0.122 2 EDDY FLOW 0.088 2203 ROLL GROOVED. POLISHED. PLAIN END (FOR BUR WELDING) 3.982 0.198 21/2 EDDY FLOW 0.085 2.705 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 5299 0.298 3 EDDY FLOW 0.083 3.334 ROLL GROOVED, RAIN END (FOR BUR WELDING) 7,144 0453 4 EDDY FLOW 0.095 4.310 BOLL GROOVED, PENN END (FOR BUTT WELDING) 11.290 0.755 5 10 0.134 5.295 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 17,300 1 144 B 10 0.134 6.357 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 23.030 1.849 B ** 0.188 6.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 *5 WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. 3. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: CPVC PIPING ** PIPE SIZE INTERNAL DIAMETER WALL THICKNESS END PREP TYPES ALLOWED WEIGHT OF WAI6U PIPE CAPA0IT I1.1.1.018 3/4 0.874 0.088 PLAIN END 0.428 0031 1 1.101 0.107 PLAIN END 0875 0049 1 1/4 1.394 0.133 PLAIN END 1.079 0.079 11/2 1.595 0.151 PLAIN END 1.417 0104 2 2.003 0.188 PLAIN END 2.224 0.164 ** PER MANUFACTURERS DATA SHEET SCOPE OF WORK SMITH FIRE SYSTEMS INC. (SFS) WILL INSTALL (2) WET SPRINKLER SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING. THE SYSTEMS WILL BE INSTALLED PER NFPA 13 (2013), & PER THE CITY OF TUKWILA. CLARIFICATIONS 1. SMITH FIRE SYSTEMS WILL START AT (1) 6" FLANGED SUPPLY AND (1) 4" FLANGED FDC CONNECTIONS IN THE RISER ROOM PER THE FLANGE PLAN ON THIS SHEET. 2. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F 3. STORAGE WILL NOT BE PERMITTED UNDER THE EXTERIOR ENTRY CANOPIES. EXCLUSIONS 1. UNDERGROUND WORK OF ANY KIND. 2. SPRINKLER PROTECTION UNDER EXTERIOR CANOPIES. 3. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATIONS. 4. PAINTING OR LABEUNG OF SPRINKLER PIPING. 5. ELECTRICAL WIRING OF ANY KIND. 6. CENTRAL STATION ALARM EQUIPMENT & MONITORING. 7. STRUCTURAL REVIEW. 8. FM APPROVAL. DESIGN CRITERIA MERCANTILE SHELL (LEVEL 1): PER NFPA 13 (2013) & THE CITY OF TUKWILA. DESIGN DENSITY: ORDINARY HAZARD - GROUP II .20 GPM / 1500 SQ. FT. BUSINESS OFFICE SHELL (LEVEL 2): PER NFPA 13 (2013) & THE CITY OF TUKWILA. DESIGN DENSITY: ORDINARY HAZARD - GROUP I .15 GPM/1500 SQ. FT. WET SYSTEM NO. 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS LEVEL 1 TOTAL: 6,739 69 6,739 69 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 388.6 GPM AT 80.4 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 638.6 GPM AT 90.2 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) WET SYSTEM NO. 2 AREA DESCRIPTION LEVEL 2 TOTAL: AREA SO. FOOTAGE 6,969 NUMBER OF SPRINKLERS 67 6,969 67 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 291.5 GPM AT 62.7 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 541.5 GPM AT 71.4 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) I- ri_ 0 w 0 L W Cr V !CAUTION! REVIEWED THE FPI CONSORTIUM, INC. X __ No Comments/No Exceptions Taken ___ Make Corrections As Noted ___ Revise and Resubmit ,, Reviewed for general conformance with the Design Basis. Thi - eview is not intended to authorize any work not in accordance with Code. By: CPA Date: _.3/7njg _ Carl Anderson, PAID �i1s 3 G 1 2319 Digitally signed by 3Carl Anderson, PE E -Date: 2019.06.03 16:28:25 -0700' SITE PLAN REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL T SOP TOTAL THIS SHEET AFP BOB ROD BOJ Bop B oT 9 PO B OW CaFoW NAIL UNO ABOVE FAARHD FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PLRUN BOTTOM OF TRAIN CUT TO SILLY FIELD ORDER INSIDE FACE OF WAIL OUTSIDE PACE OF WALL NO ACRO. sRRN¢ERs UNLESS NOTED OTHERWI90 BOO 0 HI CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 9 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH PETRA CONSTRtJ TM 16310 NE BOTH ST, SUITE 200 REDMOND, WA PROJECT MANAGER: OFFICE PHONE : CELLPHONE: EMAIL : SUPERINTENDENT : PHONE: EMAIL : DWAYNE POEPPEL (425) 396-4510 (425) 419-6187 dpoeppel@petrainc.net DAN KING (425) 979-6434 dking@petrainc.net CERTIFICACOMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T 06/03/2019 LSIjC nature - Date CEFOiFICATE OF COMPETENCY STAMP TUKWILA FIRE LEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 95424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 920 - 1880 FAX: ( 253) 92e - 2350 KING LASIK TUKWILA 6700 FORT DENT WAY TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. MATT KUNKLE LANE LUVAS 06/03/2019 1 OF 2 TI19040 N.A.S. PER NEPA 13(2013) (SECTTION 8.15.7.2"1 l \% ;i w1Ux12 2-3 0 2-4 7 / ©o m WWI) 0 18LH BAR JOIST TYP. 0' --W , 12 o, 0 2.5 7 ©o N.A.S. PER NFPA 13(2013) SECTION 8.15.7.2 -I BOD 11-5 52.5 2.5 = 2,5 W8x10 2. iM o 11ELEC. STAIR #2 T 105 e107 c I ? SPRINKLER - 1. ' i ---;-104- 11 II 18LH BAR JO*TYP r -t--- 26K y X 2.5 9 25 3-2 1-3 .5 C� 10-9 2€9C -49S7 :2 \ i� nIm 9-0 GWB 0 0 N.A.S. PER NFPA 13(2013) (SECTION 8.15.7.2) �,2x14 BOD DIVISIBLE 1O 2 TENANT SPACE 108 NAS. PER NFPA 13(2013) SECTION 8.15.7.2 0 18LH BAR JOIST TYP. 18LH BAR JOIST TYP. 2.5 9.9 LL -AMFBEAM- si C 6Oo 3.25' CONCRETE 1.5° 206A, PAN DECK 2 p BAR JOISTS/I-BEAMS Q 13-720 00D o 2.5 -6 2.5 26 z BOD ®_7 N.A.S. PER NFPA 13(2013) (SECTION 8.15:7.5 storirmwr 1 N.AS, PER NFPA 13(2013) SECTIIIDN 8.15.7.2 00 - BOD 3 S7 ® / xl ©o / W12x14 OPEN TO ABOVE 0 W 12x14 106 GWB 1.5 • 1.5 LOBBY - 101 18LH BAR :oISTTYR. --- --- 15LH BAR JOIST TVP. X S - -_-R W18x35 ELEVATOR r,I(T HEAD w SEE DETAIL a - OD 10 3-/ 1,5 3g" STAIR �' It NAB. ABOVE CEIUNG TYP. g .1 PER NEPA 13(2013) 8; SECTION 6.15.1.2 I &LEV. MACH/ �ROOM1, 102 2.5 2 5 2.5 25 81.11- 7-10- ,Y. W1 9 "Or _Ek5_ -, _ - _ 34__ .:, 2,5 1 25 11 -__-- =931 - 3.7 3-7 �(r) \ - (; JAtri NITOR \ I 103 C O dF HYDRAULICALLY( MOST DEMANDING AREA: SYS# 1 DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 388.8 GPM AT 80.4 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) OO 18LH BAA JOIST TYP. b 2 W 12x;4 - A 5 I' 106' 46• - 136 BOD HYDRAUUCALLM MOST DEMANDING AREA: SYS# 2 DENSITY: .15 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 291 5 GPM AT 62.7 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) 5'-1" 10,3" 4'6" LEVEL 1 0 12 SCALE 3/16':7'-W FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8" BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 27" BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1' WI 6" ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 25" ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(1-1), U.N.O. 6. INSTALL BRANCH LINE RESTRAINT 45° FROM VERTICAL WITHIN 6' OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP', U.N.O. 8. OO = 1'k1/2" BUSHINGS LEVEL 2 o - 12 SCALE 3/16'1'-0' FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8' BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 23' BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1 W 6• ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 21' ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(0-9), U.N.O. 6. INSTALL BRANCH UNE RESTRAINT 45° FROM VERTICAL WITHIN 6" OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP, U.N.O. 8. © = 1"x1/2" BUSHINGS HANGER 'TB1' MIN. 1 1/4" 3/8' ATR HANGER RING z M CONCRETE PAN DECK (MIN. 20 GA) 114'x 1 5/S' HILT( KH -EZ SCREW ANCHOR (3/5' AIR THREADS) HANGER 'K CONCRETE PAN DECK TOLCO 75 SWIVEL ATTACHMENT 3/9" ATR FROM VERTICAL SURGE CUP HANGER RING 4 HILT1 MIK BOLT KH -EZ (3/81 LEVEL 1 TYP. BRANCHLINE RESTRAINT 'A' 1" POL 1' FIELD ORDER 1' THRD ELBOW 48' EASYFIFX BRAIDED HIGH PERFORMANCE DROP SSP & ESCUTCHEON FLEX DROP (TYP.) WEBBING OF WIDE FLANGE BEAM OR RIGID FRAME (2) 14' x 1W BOLT, NUT, & WASHER (2) 1" (5-0) SCH. 40 BRACE PIPE (2) TOLCO FIG 4A FAST CLAMP BRACE EQ1 T STEEL I BEAM 3/8' AFCON 100 TOP BEAM CLAMP 9" RETAINER STRAP = 3/8' AIR HANGER 'TB2' SAMMY XP20 EXPRESS SCREW 18 GAUGE METAL DECK 3/8' AIR HANGER RING HANGER 'XP' 45. FROM VERTICAL SURGE CUP HANGER RING STEEL PAN DECK SAMMYX-PRESS SWIVEL (SXP) LEVEL 2 TYP. BRANCHLINE RESTRAINT 'B' 1" TEE W/ PLUG 1" PER PLAN GWB CEILING `�l DRY PENDENT DRY PENDANT (TYP.) WIDE FLANGE STEEL BEAM (BOTTOM CHORD) TOLCO FIG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO RG. 980 (4) TOLCO RG. 980 SWIVEL END SWIVEL END h WIDE FLANGE STEEL BEAM TOLCO RG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 980 SWIVEL END 1" (40) SCH. 40 BRACE PIPE TOLCO RG. 41_ PIPE CLAMP BRACE EQ3 (2) 1" SCH 40 TOE (2) 1• SCH 40 (0-4) THRD X GRV 1' SCH 40(065) THRD X GRV 4-0 APF 1• SCH 40 (0-4) I I ■■_ (2) t' GROOVED COUPUNGS 1' SCH 40(D-0) �,.�I -p- THRD X GRV A Ar IF V MILWAUKEE BB-SCS02 � •--' [[ CONTROL VALVE WITH SUPERVISORY SWITCH ,iii, WIRED FOR NORMALLY ` OPEN i%IE &1I1.1 (2)1. THIRD COUPUNGS 12' DRAIN VALVE STANDARD ELEVATOR CONTROL LOOP ELEV. MACHINE ROOM LOOP P (3-0) SCH. 40 BRACE PIPE TOLCO RG. 1001 FAST CLAMP BRACE EQ2 V MIN EXCESS PIPE THROUGH FAST CLAMP I (3) 1' SPUT RING WITH 3/8 x 3"--..- KWIK BOLT (2' MIN. EMBED) I" TEE 1' CLOSE NIPPLE W/ 1" BALL VALVE & PLUG ± • - ELEVATOR PIT F115. VERTICAL SIDEWALL BOTTTTOMOM OOOA F POIT_V. BIT V. i' x t(2' BUSHING 1' PER PLAN ELEVATOR PIT 50% REDUCED PRINTS F- U REVIEWED THE FPI CONSORTIUM, INC. X _ No Comments/No Exceptions Taken ___ Make Corrections As Noted ___ Revise and Resubmit Reviewed for general conformance with the Design Basis. This review is not intended to authorize any work not in accordance with Code. By: CPA Date: 6/3/2019 Carl Digitally signed by Carl Anderson, PE Anderson,PE Date: 2019.06.03 16:29:06 -07'00' SPRINKLER PLANS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS 5Y1.1 MANUFACTURER S.I.N. TYPE 1 MODEL I LEVEL 1 O • • RELIABLE RA1425 SSU BUSH F1FR BRZ 5.6K 1/2" RELIABLE RA1425 SSU F1FR BRZ 5.6K 1/2' REUABLE RA1414 SSP F1FR CHR CHR 5.6K 12' 155 200 155 200 155 155 TOTAL THIS LEVEL RELIABLE RA1414 SSP F1FR CHR CHR 5.6K 12' RELIABLE RA1485 VSW F1FR BRZ 5.6K 1/2" RELIABLE RA5714 DRY SSP F1FR CHR CHR 5.6K 1' 58 7 1 1 2 70 LEVEL 2 O • RELIABLE RA1425 SSU BUSH BRZ 5.8K RELIABLE RA1425 SSU FIER BRZ 5.6K REUABLE RA1414 SSP CHR CHR 5.6K 156 200 155 TOTAL THIS LEVEL 55 11 87 AF BOB BOB 130.1 BOP DOT CTS FO POW OFOW NAS ONO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK sorrow oe JOIST BOTTOM OF PLASH BOTTOM OF TRUSS CUT TO NAT FIELD ORDER !MBE FACE OF WALL OUTSIDE FACE OF WALL NO AMU. SPRINKLERS MESS Karim OTHERWISE BOO CENTERIJNE OF PiPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH PETRA CONSTRUCTION 16310 NE 80TH ST, SUITE 200 REDMOND, WA PROJECT MANAGER : OFFICE PHONE : CELL PHONE : EMAIL : SUPERINTENDENT : PHONE : EMAIL : DWAYNE POEPPEL (425) 396-4510 (425) 419-6187 DAN KING (425) 979-6434 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS I Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. 9 ICET PLAN 5"S" SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHES1380T 6700 FORT DENT WAY TUKVVILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO MATT KUNKLE LANE LUVAS 06/03/2019 2 OF 2 - 1455 BOO --� �--SMF l W14x30 SMF BEAM W14x30 W14x30 a )I BEAM W14x90 OPENTO BELOW OPEN I �I a,§ i 1 " B� q m x" 3li o 0 BOO � � `$ a 0 BOD � i � m 0 BOD � � N.A.S. ABOVE CEILING PER N SECRON � 0 ®� BOD TYP. 13(2013) 5.15.1.2 ' i •�) o R1577P.°' -- © BOD _ �i o � m 1 38W B" OUST TYP -- 3 3:- - --- -- - 9- 0 .- /1 Ill'() BALCONY •-C) -G IIIA " o p� 201 C� __ 2-- ' .3-4. ___-� 15 -_--___.- ___O ______ --__ - - __ - - -0-- __O _- __ - - - - __ - _______ - /222 --- 522 iP;Vi a O_ Set �-•- 0 5520 i .. t O -0 -' W8x-T0- G/- WfA1� _f" NA S./ gd l 10X1Z 22THt __ _ "/� J 2$761---t1 "--I_ �' !I _ I11_, - -T-- al . -/--- /- __ / / - - _____ �_ -"-- _- -__--_- - -_ _ /- / -- / --/--- a :i PER NEPA 13(20131 I (� '.1 r I ) I 0 ' ' "-' ' ' ' :2 2 ' ' ' !,SECTION8.15.5.6'-a-1 I T i ' OFFICE SPACEMEDIC ^ \ i I 207 , 04 ' 1 -7AIR-M1--' 208 n (.(2 1 - i - - _ ! * 1 ' ! / 03 i II -I x�_- F'K �/\-1 :"§ Fll $ .Cil -- 18LH BAR :01ST TVP. BAR JCNSTTYP. '-o 3 ' -` o,- 18LH BAR JOIST TYP "or �Ob !BLH BAR JOIST TYP S58_Oe 18LH BAR JOIST TYP ", �, ELEC - I .,: y'�/�--- I '-�18LH a o _ 202 +' ' Tit ^ " ,A � I I 1 5.1864 PAN DECK i 8- BARJOISTSI-BEAMS -; TBt ) 0 " p pp BOD VARIES o o pp Spp n 'oz3 5 7 I 66 STAIR #2 o" i"' A ® mN lI 1,11 - I l i We w6x10 v 25 Wl0 5. 2.5 2.5 2.5 2.5 2.5 2.5 2.5 23 / 2.5 .5 2'{M _I 25 2.2.5-1-' E.5 2.5 -25 c)-(7- 311= 7-70 2-11r06 &e Od 1 0 d1-7 52 d 0 6-2 0d 8 8 ss9 _O 8-3 ssa" ® 55 3-7 5-0 20 ---•'4iwd 3 /4 / N1 __-- � dmo o ,--- 10-8 WB 20 1 Q9o: °i m o-6-3 o2-9 1.5 -y11.5 O8 " • -.lilt o ' / 3 "'- " 72 ¢ N " - o< T T ' 7 T 9 Lit 3801 BA • OI TYP " ol 3 "Or d zm'61-18U-I F=-" z w a r Col / BAR JOIST TYP. ^ b I lit o _ `_-W14x30- ors -1514r30�'�__ µ I 6Y�:.e6i: W F® -..- h-_ - * o®"®__W7_.�®,010 _-- __r� _ _ - 136 BOD HYDRAUUCALLM MOST DEMANDING AREA: SYS# 2 DENSITY: .15 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 291 5 GPM AT 62.7 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) 5'-1" 10,3" 4'6" LEVEL 1 0 12 SCALE 3/16':7'-W FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8" BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 27" BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1' WI 6" ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 25" ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(1-1), U.N.O. 6. INSTALL BRANCH LINE RESTRAINT 45° FROM VERTICAL WITHIN 6' OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP', U.N.O. 8. OO = 1'k1/2" BUSHINGS LEVEL 2 o - 12 SCALE 3/16'1'-0' FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8' BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 23' BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1 W 6• ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 21' ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(0-9), U.N.O. 6. INSTALL BRANCH UNE RESTRAINT 45° FROM VERTICAL WITHIN 6" OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP, U.N.O. 8. © = 1"x1/2" BUSHINGS HANGER 'TB1' MIN. 1 1/4" 3/8' ATR HANGER RING z M CONCRETE PAN DECK (MIN. 20 GA) 114'x 1 5/S' HILT( KH -EZ SCREW ANCHOR (3/5' AIR THREADS) HANGER 'K CONCRETE PAN DECK TOLCO 75 SWIVEL ATTACHMENT 3/9" ATR FROM VERTICAL SURGE CUP HANGER RING 4 HILT1 MIK BOLT KH -EZ (3/81 LEVEL 1 TYP. BRANCHLINE RESTRAINT 'A' 1" POL 1' FIELD ORDER 1' THRD ELBOW 48' EASYFIFX BRAIDED HIGH PERFORMANCE DROP SSP & ESCUTCHEON FLEX DROP (TYP.) WEBBING OF WIDE FLANGE BEAM OR RIGID FRAME (2) 14' x 1W BOLT, NUT, & WASHER (2) 1" (5-0) SCH. 40 BRACE PIPE (2) TOLCO FIG 4A FAST CLAMP BRACE EQ1 T STEEL I BEAM 3/8' AFCON 100 TOP BEAM CLAMP 9" RETAINER STRAP = 3/8' AIR HANGER 'TB2' SAMMY XP20 EXPRESS SCREW 18 GAUGE METAL DECK 3/8' AIR HANGER RING HANGER 'XP' 45. FROM VERTICAL SURGE CUP HANGER RING STEEL PAN DECK SAMMYX-PRESS SWIVEL (SXP) LEVEL 2 TYP. BRANCHLINE RESTRAINT 'B' 1" TEE W/ PLUG 1" PER PLAN GWB CEILING `�l DRY PENDENT DRY PENDANT (TYP.) WIDE FLANGE STEEL BEAM (BOTTOM CHORD) TOLCO FIG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO RG. 980 (4) TOLCO RG. 980 SWIVEL END SWIVEL END h WIDE FLANGE STEEL BEAM TOLCO RG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 980 SWIVEL END 1" (40) SCH. 40 BRACE PIPE TOLCO RG. 41_ PIPE CLAMP BRACE EQ3 (2) 1" SCH 40 TOE (2) 1• SCH 40 (0-4) THRD X GRV 1' SCH 40(065) THRD X GRV 4-0 APF 1• SCH 40 (0-4) I I ■■_ (2) t' GROOVED COUPUNGS 1' SCH 40(D-0) �,.�I -p- THRD X GRV A Ar IF V MILWAUKEE BB-SCS02 � •--' [[ CONTROL VALVE WITH SUPERVISORY SWITCH ,iii, WIRED FOR NORMALLY ` OPEN i%IE &1I1.1 (2)1. THIRD COUPUNGS 12' DRAIN VALVE STANDARD ELEVATOR CONTROL LOOP ELEV. MACHINE ROOM LOOP P (3-0) SCH. 40 BRACE PIPE TOLCO RG. 1001 FAST CLAMP BRACE EQ2 V MIN EXCESS PIPE THROUGH FAST CLAMP I (3) 1' SPUT RING WITH 3/8 x 3"--..- KWIK BOLT (2' MIN. EMBED) I" TEE 1' CLOSE NIPPLE W/ 1" BALL VALVE & PLUG ± • - ELEVATOR PIT F115. VERTICAL SIDEWALL BOTTTTOMOM OOOA F POIT_V. BIT V. i' x t(2' BUSHING 1' PER PLAN ELEVATOR PIT 50% REDUCED PRINTS F- U REVIEWED THE FPI CONSORTIUM, INC. X _ No Comments/No Exceptions Taken ___ Make Corrections As Noted ___ Revise and Resubmit Reviewed for general conformance with the Design Basis. This review is not intended to authorize any work not in accordance with Code. By: CPA Date: 6/3/2019 Carl Digitally signed by Carl Anderson, PE Anderson,PE Date: 2019.06.03 16:29:06 -07'00' SPRINKLER PLANS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS 5Y1.1 MANUFACTURER S.I.N. TYPE 1 MODEL I LEVEL 1 O • • RELIABLE RA1425 SSU BUSH F1FR BRZ 5.6K 1/2" RELIABLE RA1425 SSU F1FR BRZ 5.6K 1/2' REUABLE RA1414 SSP F1FR CHR CHR 5.6K 12' 155 200 155 200 155 155 TOTAL THIS LEVEL RELIABLE RA1414 SSP F1FR CHR CHR 5.6K 12' RELIABLE RA1485 VSW F1FR BRZ 5.6K 1/2" RELIABLE RA5714 DRY SSP F1FR CHR CHR 5.6K 1' 58 7 1 1 2 70 LEVEL 2 O • RELIABLE RA1425 SSU BUSH BRZ 5.8K RELIABLE RA1425 SSU FIER BRZ 5.6K REUABLE RA1414 SSP CHR CHR 5.6K 156 200 155 TOTAL THIS LEVEL 55 11 87 AF BOB BOB 130.1 BOP DOT CTS FO POW OFOW NAS ONO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK sorrow oe JOIST BOTTOM OF PLASH BOTTOM OF TRUSS CUT TO NAT FIELD ORDER !MBE FACE OF WALL OUTSIDE FACE OF WALL NO AMU. SPRINKLERS MESS Karim OTHERWISE BOO CENTERIJNE OF PiPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH PETRA CONSTRUCTION 16310 NE 80TH ST, SUITE 200 REDMOND, WA PROJECT MANAGER : OFFICE PHONE : CELL PHONE : EMAIL : SUPERINTENDENT : PHONE : EMAIL : DWAYNE POEPPEL (425) 396-4510 (425) 419-6187 DAN KING (425) 979-6434 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS I Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. 9 ICET PLAN 5"S" SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHES1380T 6700 FORT DENT WAY TUKVVILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO MATT KUNKLE LANE LUVAS 06/03/2019 2 OF 2 6700 FORT DENT WAY ASSOCIATED PERMITS D18-0299 19-F-132 19-S-125 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.: 2954900420 Site Address: 6700 FORT DENT WAY, TUKWILA, WA Suite Number: Floor: ALL Tenant Name: KING LAS I K New Tenant? ❑■ - Yes ❑ - No Property Owner's Name: FORT DENT REAL ESTATE LLC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: MATT KUNKLE Day Telephone: 253-248-2059 Company Name: SMITH FIRE SYSTEMS, INC. Mailing Address: 1106 54TH AVE E, TACOMA, WA 98424 MKUNKLE@SMITHFIRE.COM City State Zip E-mail Address: Fax Number: Contractor's City of Tukwila Business License number: BUS -0993301 Total number of new/relocated devices or sprinkler heads: 137 Valuation of Project (contractor's bid price): $ 28°635 Scope of Work (please provide detailed information): SMITH FIRE SYSTEMS INC. (SFS) WILL INSTALL (2) WET SPRINKLER SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING. 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 0 Signature: THORIZED AGENT: Print Name: MATT KUNKLE PAID MAY 202 19 Date: 05/16/2019 TUKWILA FIRE 253-248-2059 Day Telephone: Plan Permit App.doc 8/22/14 TFD FP Form 8 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.: 2954900420 Site Address: 6700 FORT DENT WAY, TUKWILA, WA Suite Number: Floor: ALL Tenant Name: KING LASIK New Tenant? ❑■ - Yes ❑ - No Property Owner's Name: FORT DENT REAL ESTATE LLC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: MATT KUNKLE Day Telephone: 253-248-2059 Company Name: SMITH FIRE SYSTEMS, INC. Mailing Address: 1106 54TH AVE E, TACOMA, WA 98424 E-mail Address: MKUNKLE@SMITHFIRE.COM City State Zip Fax Number: Contractor's City of Tukwila Business License number: BUS -0993301 Total number of new/relocated devices or sprinkler heads: 137 kl Valuation of Project (contractor's bid price): $ 28'635 Scope of Work (please provide detailed information): SMITH FIRE SYSTEMS INC. (SFS) WILL INSTALL (2) WET SPRINKLER SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING. 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 t AUTHORIZED AGENT: Signature: �- Date: 06/06/2019 Print Name: T KUNKLE Day Telephone: 253-248-2059 Plan Permit App.doc 8/22/14 TFD FP Form 8 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. Site Address: 6700 Fort Dent Way **PLEASE PRINT** King Co. Assessor's Tax No.: 2954900420 Suite Number: Floor: Tenant Name: King Lasik New Tenant? ® - Yes ❑ - No Property Owner's Name: King Lasik Mailing Address: 900 SW 16th Street Renton WA 98057 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Dennis Coates Day Telephone: 425-223-3164 Company Name: Klepps, Inc. Mailing Address: 13330 SE 30th Street Bellevue WA 98005 City State Zip E-mail Address: dennis@klepps.com Fax Number: 425-223-3165 Contractor's City of Tukwila NICET III number: Daniel Clep NICET IV 109984 Business License number: BUS -0997627 Total number of new/relocated devices or sprinkler heads: . r''.S"11 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Install a new addressable fire alarm system in a fully sprinklered two-storty Medical/Office Building. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Dennis Coates Date: 05/14/2019 Day Telephone: 425-223-3164 Plan Permit App.doc 8/22/14 TFD FP Form 8 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** SITE LOCATION King Co. Assessor's Tax No.: 2954900420 Site Address: 6700 Fort Dent Way Suite Number: Floor: Tenant Name: King Lasik New Tenant? ® - Yes ❑ - No Property Owner's Name: King Lasik Mailing Address: 900 SW 16th Street Renton WA 98057 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Dennis Coates Company Nanie: Klepps, Inc. Day Telephone: 425-223-3164 Mailing Address: 13330 SE 30th Street E-mail Address: dennis@klepps.com NICET III number: Daniel Clep NICET IV 109984 Bellevue WA 98005 City State Zip Fax Number: 425-223-3165 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Install a new addressable fire alarm system in a fully sprinklered Contractor's City of Tukwila Business License number: BUS -0997627 _A45'57-) two-storty Medical/Office Building. 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 WAMON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. HAY OWNER OR AUTHORIZED AGENT: HAY 14 2019 Signature: TUKWILA FIRE Date: 05/14/2019 Print Name: Dennis Coates Day Telephone: 425-223-3164 Plan Permit App doe 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: King Lasik Permit No.: 19-S-125 Date: June 19, 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 ' 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. • 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. • Provide a control valve for the elevator pit sprinkler head. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • The main drain to be plumbed to sanitary sewer. • Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. • A fire department connection (FDC) is required. The FDC shall have a 30 degree down bend with a 5 -inch Storz fitting and Knox locking Storz cap. • The height of the FDC shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection , be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from vehicular damage. • The FDC shall be within 50 ft. of a fire hydrant. • Post Indicator Valves (PIV's) shall be electrically supervised, shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of apparatus access. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)i 8 - /?-s 12;4 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /� iI j(-- �Q'S Typef Inspection: L Address: Suite#: (Q7oO ,z /- � Contact Person: Special Instructions: Pre -Fire: Phone No.: FrApproved per applicable codes. Corrections required prior to approval. COMMENTS: .00/‘ 74) 6vf..e /kg //-,beJ /4 --- /41/4s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: ,3'J Date: 7/Z5 24) Hrs.: /...S--- $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 res THE FIRE PROTECTION INTERNATIONAL CONSORTIUM, INC. FIRE PROTECTION - LIFE SAFETY - CODE CONSULTING SECURITY - PERFORMANCE BASED DESIGN http://wwwthe-fpi.com June 3, 2019 Smith Fire Systems 1106 54th Ave East Tacoma, WA 98424 Subject: King Lasik Sprinkler Submittal Review 6700 Fort Dent Way Tukwila, WA STATUS: Approved Mr. Van Soest: FPI has reviewed the Fire Sprinkler Submittal Package, provided by Smith Fire Systems, INC., for the above referenced facility. The submittal package consisted of the following: 1. Fire Protection Sprinkler Plans (FP -1 and FP -2) dated 06/03/2019 2. Hydraulic Sprinkler Calculations 06/03/2019 3. Seismic Brace Calculations Please feel free to contact me with any questions. Sincerely, Carl P. Anderson, PE The Fire Protection International Consortium, Inc. CarlDigitally signe k by Carl Anders Andersori,i 19.06.0 PE 16:41:39 -0700' 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: KING LASIK TUKWILA JOB NO.: TI19040 DATE: 06/03/2019 ADDRESS: 6700 FORT DENT WAY BY: MATT KUNKLE TUKWILA, WA SYSTEM DESIGNATION: HAZARD DESCRIPTION: HAZARD CLASS PER: SPECIFIC RULING: RULING MADE BY: DENSITY: .20 WET SYSTEM #1 (LEVEL 1) ORDINARY HAZARD - GROUP II NFPA #13 (2013 EDITION) REVIEWED THE FPI CONSORTIUM, INC. X__ No Comments/No Exceptions Taken Make Corrections As Noted Revise and Resubmit Reviewed for general conformance with the Design Basis, OF This review is not intended to authorize any work not in accordance with Code. By: CPA _ Date: 6/3/2019 GPM OVER THE MOST HYDRAULICALLY REMOTE 15(Xf4 TT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM SRC IN -RACK SPRINKLER DEMAND 0 GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: 69 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1FR TEMPERATURE: 155° Carl Digitally signed by Carl Anderson, E Anderson, P 19.06.0316:33:18-07'00' K -FACTOR: 5.6K ORIFICE SIZE: 1/2" WATER SUPPLY: ELEVATION OF TEST: STATIC 120 PSI DATE OF TEST: RESIDUAL 20 PSI DATA PROVIDED BY: FLOW 5000 GPM LOCATION OF TEST: SAME AS SITE 2013 WATER MODEL TUKWILA WATER 144TH STREET & INTERURBAN AVE S BASE OF RISER DEMAND 388.6 GPM REQUIRED AT 80.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 638.6 GPM REQUIRED AT 90.2 PSI AT CONNECTION TO SRC (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY IFIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 16027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T I 05/15/2019 gnature Date O G) 01 co 0 r C m z 0 X� 0 co CD PRESSURE IN PSI 0 N A O 0 0 .. L _.. -...---.- i rf- -may... •, - _,_. ..-f - _ --_-�-_,- -� f f- --,_ ,____ice._= Hil . _ : .. ., t_+j± } I1 :I .. ... ' WATER SUPPLY DATA • Mil I 20 I - -- • '-- iI I- •_ - - -_-__ .____- __ --_. .._ - i__ 4 _. »_.. _.. • • • . + t (•'.'- ..-- t .._ _-.... ._ --- t +tit Jr r } II KING LASIK TUKWILA 6700 FORT DENT WAY TUKWILA, WA TI19040 WET SYSTEM #1 (LEVEL 1) 4 ._.. 1 - I I . . } .. .... -- -_ _- - 638.6 GPM AT 90.2 PSI ( INCLUDES 250 GPM TOTAL HOSE STREAM: '-____1_1_ SYSTEM DEMAND @ BASE OF RISER 388.6 GPM AT 80.4 PSI ( INCLUDES 0 GPM FOR HOSE STREAM: I . I--+--. .. . ._••__._ . .--•-- �_ -- • - - ••••- • - t - - •i- t---- - -- - -- - +_ i .' 1 1 j -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 120.0 20.0 5000.0 117.8 638.6 90.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 638.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 388.6 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) S1 12.8 K= 5.60 21.6 26.0 130.0 0.200 0.200 S2 12.8 K= 5.60 21.8 26.1 130.0 0.200 0.201 S3 12.8 K= 5.60 22.6 26.6 130.0 0.200 0.205 S4 12.8 K= 5.60 25.0 28.0 130.0 0.200 0.216 S5 12.8 K= 5.60 24.8 27.9 130.0 0.200 0.214 S6 12.8 K= 5.60 21.8 26.2 130.0 0.200 0.201 S7 12.8 K= 5.60 22.1 26.3 130.0 0.200 0.202 S8 12.8 K= 5.60 22.9 26.8 130.0 0.200 0.206 S9 12.8 K= 5.60 25.4 28.2 130.0 0.200 0.217 S10 12.8 K= 5.60 25.1 28.1 130.0 0.200 0.216 S11 12.8 K= 5.60 27.8 29.5 130.0 0.200 0.227 S12 12.8 K= 5.60 28.1 29.7 130.0 0.200 0.228 S13 12.8 K= 5.60 28.1 29.7 130.0 0.200 0.228 S14 12.8 K= 5.60 27.8 29.5 130.0 0.200 0.227 101 12.8 26.1 - - - - - - 102 12.8 26.4 103 12.8 29.3 151 11.2 32.5 152 11.2 33.0 153 11.2 34.5 154 11.2 57.6 TR1 11.2 65.0 BR1 2.2 80.4 FLG 0.5 82.3 UG1 -3.0 - - - - 84.8 UG2 -3.0 - - - - 89.8 - - - SRC -3.0 SOURCE 90.2 388.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B1 -26.0 1.710 PL 11.67 PF 0.2 S1 12.8 5.6 21.6 26.0 3.6 120 FTG ---- PE 0.0 S2 12.8 5.6 21.8 26.1 0.020 TL 11.67 PV Pipe: B2 -52.1 1.710 PL 11.17 PF 0.8 S2 12.8 5.6 21.8 26.1 7.3 120 FTG ---- PE 0.0 S3 12.8 5.6 22.6 26.6 0.071 TL 11.17 PV Pipe: B3 -78.7 1.710 PL 10.58 PF 3.5 S3 12.8 5.6 22.6 26.6 11.0 120 FTG T PE 0.0 101 12.8 0.0 26.1 0.0 0.152 TL 23.08 PV Pipe: B4 -27.9 1.710 PL 11.67 PF 0.3 S5 12.8 5.6 24.8 27.9 3.9 120 FTG ---- PE 0.0 S4 12.8 5.6 25.0 28.0 0.022 TL 11.67 PV Pipe: B5 -55.9 1.710 PL 0.58 PF 1.1 S4 12.8 5.6 25.0 28.0 7.8 120 FTG T PE 0.0 101 12.8 0.0 26.1 0.0 0.081 TL 13.08 PV Pipe: B6 -26.2 1.710 PL 11.67 PF 0.2 S6 12.8 5.6 21.8 26.2 3.7 120 FTG ---- PE 0.0 S7 12.8 5.6 22.1 26.3 0.020 TL 11.67 PV Pipe: B7 -52.5 1.710 PL 11.17 PF 0.8 S7 12.8 5.6 22.1 26.3 7.3 120 FTG ---- PE 0.0 S8 12.8 5.6 22.9 26.8 0.072 TL 11.17 PV Pipe: B8 -79.3 1.710 PL 10.58 PF 3.6 S8 12.8 5.6 22.9 26.8 11.1 120 FTG T PE 0.0 102 12.8 0.0 26.4 0.0 0.154 TL 23.08 PV Pipe: B9 -28.1 1.710 PL 11.67 PF 0.3 S10 12.8 5.6 25.1 28.1 3.9 120 FTG ---- PE 0.0 S9 12.8 5.6 25.4 28.2 0.023 TL 11.67 PV Pipe: B10 -56.3 1.710 PL 0.58 PF 1.1 S9 12.8 5.6 25.4 28.2 7.9 120 FTG T PE 0.0 102 12.8 0.0 26.4 0.0 0.082 TL 13.08 PV Pipe: 811 -29.5 1.710 PL 11.17 PF 0.3 S11 12.8 5.6 27.8 29.5 4.1 120 FTG ---- PE 0.0 S12 12.8 5.6 28.1 29.7 0.025 TL 11.17 PV Pipe: B12 -59.2 1.710 PL 0.58 PF 1.2 S12 12.8 5.6 28.1 29.7 8.3 120 FTG T PE 0.0 103 12.8 0.0 29.3 0.0 0.090 TL 13.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - Ll.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B13 -29.5 1.710 PL 11.67 PF 0.3 S14 12.8 5.6 27.8 29.5 4.1 120 FTG ---- PE 0.0 S13 12.8 5.6 28.1 29.7 0.025 TL 11.67 PV Pipe: B14 -59.2 1.710 PL 0:58 PF 1.2 S13 12.8 5.6 28.1 29.7 8.3 120 FTG T PE 0.0 103 12.8 0.0 29.3 0.0 0.090 TL 13.08 PV Pipe: R1 -134.6 1.710 PL 1.58 PF 5.8 101 12.8 0.0 26.1 0.0 18.8 120 FTG T PE 0.7 151 11.2 0.0 32.5 0.0 0.410 TL 14.08 PV Pipe: R2 -135.5 1.710 PL 1.58 PF 5.8 102 12.8 0.0 26.4 0.0 18.9 120 FTG T PE 0.7 152 11.2 0.0 33.0 0.0 0.415 TL 14.08 PV Pipe: R3 -118.4 1.710 PL 1.58 PF 4.6 103 12.8 0.0 29.3 0.0 16.5 120 FTG T PE 0.7 153 11.2 0.0 34.5 0.0 0.324 TL 14.08 PV Pipe: M1 -134.6 2.703 PL 9.33 PF 0.4 151 11.2 0.0 32.5 0.0 7.5 120 FTG ---- PE 0.0 152 11.2 0.0 33.0 0.0 0.044 TL 9.33 PV Pipe: M2 -270.2 2.703 PL 9.75 PF 1.6 152 11.2 0.0 33.0 0.0 15.1 120 FTG ---- PE 0.0 153 11.2 0.0 34.5 0.0 0.160 TL 9.75 PV Pipe: M3 -388.6 2.703 PL 51.83 PF 23.0 153 11.2 0.0 34.5 0.0 21.7 120 FTG T PE 0.0 154 11.2 0.0 57.6 0.0 0.313 TL 73.53 PV Pipe: M4 -388.6 2.703 PL 10.42 PF 7.5 154 11.2 0.0 57.6 0.0 21.7 120 FTG 2E PE 0.0 TR1 11.2 0.0 65.0 0.0 0.313 TL 23.82 PV Pipe: M5 -388.6 2.703 PL 9.25 PF 11.5 TR1 11.2 0.0 65.0 0.0 21.7 120 FTG TB PE 3.9 BR1 2.2 0.0 80.4 0.0 0.313 TL 36.65 PV Pipe: M6 -388.6 4.298 PL 3.67 PF 1.2 BR1 2.2 0.0 80.4 0.0 8.6 120 FTG T PE 0.7 FLG 0.5 0.0 82.3 0.0 0.033 TL 35.57 PV Pipe: U1 -388.6 6.160 PL 150.00 PF 0.9 FLG 0.5 0.0 82.3 0.0 4.2 140 FTG 6E PE 1.5 UG1 -3.0 0.0 84.8 0.0 0.004 TL 222.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: U2 FIXED PRESSURE LOSS DEVICE UG2 -3.0 0.0 89.8 0.0 5.0 psi, 388.6 gpm UG1 -3.0 0.0 84.8 0.0 Pipe: U3 -388.6 6.160 PL 30.00 PF 0.4 UG2 -3.0 0.0 89.8 0.0 4.2 140 FTG 2ET2G PE 0.0 SRC -3.0 SRCE 90.2 (N/A) 0.004 TL 102.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.148 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.7 ft/sec at pipe M4. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L1.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 1 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly A1mChk DPV1v fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 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: KING LASIK TUKWILA JOB NO.: TI19040 DATE: 06/03/2019 ADDRESS: 6700 FORT DENT WAY BY: MATT KUNKLE TUKWILA, WA SYSTEM DESIGNATION: HAZARD DESCRIPTION: HAZARD CLASS PER: SPECIFIC RULING: RULING MADE BY: DENSITY: .15 WET SYSTEM #2 (LEVEL 2) ORDINARY HAZARD - GROUP I NFPA #13 (2013 EDITION) OF GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 ADDED AT: 0 GPM 250 GPM SRC 0 GPM TOTAL NUMBER OF SPRINKLERS THIS SYSTEM: "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: 130 SQUARE FEET F1 FR 5.6K 67 TEMPERATURE: 155° ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 120 PSI RESIDUAL 20 PSI FLOW 5000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE 2013 WATER MODEL TUKWILA WATER 144TH STREET & INTERURBAN AVE S BASE OF RISER DEMAND 291.5 GPM REQUIRED AT 62.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 541.5 GPM REQUIRED AT 71.4 PSI AT CONNECTION TO SRC (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) r WASHINGTON STATE CERTIFICATE OF COMPETENCY IFIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 16027-0110-C Level 3 Smith Fire Systems, Inc. I SMITHFS136OT 1 nature �� Date o O O PRESSURE IN PSI Co 0 m� 0) CO =E�_`t- f .� `. iia ,i_ '� �� - I. II- =n=1 ■===I=I===�=n=nin■ M 111111�1■IIIaiI�I C _��_ iS! _= ::Cl n n1=_n=n C� MMIlm1illi IiOo�li Y!l1111111 ClTli 11=CI__ rail= Sir PriPRIMEIMIli IN ICIIICii n ■■■■■■ PIE:.:�� 1 IICii1111 o I 11■I ■ II IOHIHILom mmorm• ': , ' T 0 JF 11,1 11,1 III I IIIIII -1 • ' 0 mi Ili 1 i Elmo-Enommi a: Fr-• -1 11 11 1I .....-..1lirrr -. 1- Im* i,: - l. • i t - - 1 I' 1 1' ' - _ '- i 'r i __ _ .. ._ AT A TC 62.7 PM I . - _.� j li' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 120.0 20.0 5000.0 118.4 541.5 71.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 541.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 291.5 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) S51 27.9 K= 5.60 12.1 19.5 130.0 0.150 0.150 S52 27.9 K= 5.60 12.3 19.6 130.0 0.150 0.151 S53 27.9 K= 5.60 12.7 20.0 130.0 0.150 0.154 S54 27.9 K= 5.60 14.1 21.1 130.0 0.150 0.162 S55 27.9 K= 5.60 14.0 20.9 130.0 0.150 0.161 S56 27.9 K= 5.60 12.3 19.6 130.0 0.150 0.151 S57 27.9 K= 5.60 12.4 19.7 130.0 0.150 0.152 S58 27.9 K= 5.60 12.9 20.1 130.0 0.150 0.155 S59 27.9 K= 5.60 14.3 21.2 130.0 0.150 0.163 S60 27.9 K= 5.60 14.2 21.1 130.0 0.150 0.162 S61 27.9 K= 5.60 15.3 21.9 130.0 0.150 0.169 S62 27.9 K= 5.60 15.5 22.0 130.0 0.150 0.170 S63 27.9 K= 5.60 15.9 22.4 130.0 0.150 0.172 S64 27.9 K= 5.60 15.8 22.2 130.0 0.150 0.171 201 27.2 15.1 - - - - - - - - - - - - 202 27.2 15.3 203 27.2 17.0 251 26.0 18.9 252 26.0 19.2 253 26.0 20.1 254 26.0 34.9 TR2 10.6 52.4 BR2 2.2 62.7 FLG 0.5 64.1 UG1 -3.0 66.1 UG2 -3.0 - - - - 71.1 - - - SRC -3.0 SOURCE 71.4 291.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B1 -19.5 1.710 PL 11.75 PF 0.1 S51 27.9 5.6 12.1 19.5 2.7 120 FTG ---- PE 0.0 S52 27.9 5.6 12.3 19.6 0.011 TL 11.75 PV Pipe: B2 -39.1 1.710 PL 11.75 PF 0.5 S52 27.9 5.6 12.3 19.6 5.5 120 FTG ---- PE 0.0 S53 27.9 5.6 12.7 20.0 0.042 TL 11.75 PV Pipe: B3 -59.1 1.710 PL 10.42 PF 2.0 S53 27.9 5.6 12.7 20.0 8.3 120 FTG T PE 0.3 201 27.2 0.0 15.1 0.0 0.089 TL 22.92 PV Pipe: B4 -20.9 1.710 PL 11.75 PF 0.2 S55 27.9 5.6 14.0 20.9 2.9 120 FTG ---- PE 0.0 S54 27.9 5.6 14.1 21.1 0.013 TL 11.75 PV Pipe: B5 -42.0 1.710 PL 1.33 PF 0.7 S54 27.9 5.6 14.1 21.1 5.9 120 FTG T PE 0.3 201 27.2 0.0 15.1 0.0 0.048 TL 13.83 PV Pipe: B6 -19.6 1.710 PL 11.75 PF 0.1 S56 27.9 5.6 12.3 19.6 2.7 120 FTG ---- PE 0.0 S57 27.9 5.6 12.4 19.7 0.012 TL 11.75 PV Pipe: B7 -39.4 1.710 PL 11.75 PF 0.5 S57 27.9 5.6 12.4 19.7 5.5 120 FTG ---- PE 0.0 S58 27.9 5.6 12.9 20.1 0.042 TL 11.75 PV Pipe: B8 -59.5 1.710 PL 10.42 PF 2.1 S58 27.9 5.6 12.9 20.1 8.3 120 FTG T PE 0.3 202 27.2 0.0 15.3 0.0 0.091 TL 22.92 PV Pipe: B9 -21.1 1.710 PL 11.75 PF 0.2 S60 27.9 5.6 14.2 21.1 2.9 120 FTG ---- PE 0.0 S59 27.9 5.6 14.3 21.2 0.013 TL 11.75 PV Pipe: B10 -42.3 1.710 PL 1.33 PF 0.7 S59 27.9 5.6 14.3 21.2 5.9 120 FTG T PE 0.3 202 27.2 0.0 15.3 0.0 0.048 TL 13.83 PV Pipe: B11 -21.9 1.710 PL 11.75 PF 0.2 S61 27.9 5.6 15.3 21.9 3.1 120 FTG ---- PE 0.0 S62 27.9 5.6 15.5 22.0 0.014 TL 11.75 PV Pipe: B12 -44.0 1.710 PL 10.42 PF 1.2 S62 27.9 5.6 15.5 22.0 6.1 120 FTG T PE 0.3 203 27.2 0.0 17.0 0.0 0.052 TL 22.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: B13 -22.2 1.710 PL 11.75 PF 0.2 S64 27.9 5.6 15.8 22.2 3.1 120 FTG ---- PE 0.0 S63 27.9 5.6 15.9 22.4 0.015 TL 11.75 PV Pipe: B14 -44.6 1.710 PL 1.33 PF 0.7 S63 27.9 5.6 15.9 22.4 6.2 120 FTG T PE 0.3 203 27.2 0.0 17.0 0.0 0.053 TL 13.83 PV Pipe: R1 -101.1 1.710 PL 1.25 PF 3.3 201 27.2 0.0 15.1 0.0 14.1 120 FTG T PE 0.5 251 26.0 0.0 18.9 0.0 0.241 TL 13.75 PV Pipe: R2 -101.8 1.710 PL 1.25 PF 3.4 202 27.2 0.0 15.3 0.0 14.2 120 FTG T PE 0.5 252 26.0 0.0 19.2 0.0 0.244 TL 13.75 PV Pipe: R3 -88.6 1.710 PL 1.25 PF 2.6 203 27.2 0.0 17.0 0.0 12.4 120 FTG T PE 0.5 253 26.0 0.0 20.1 0.0 0.189 TL 13.75 PV Pipe: M1 -101.1 2.703 PL 9.33 PF 0.2 251 26.0 0.0 18.9 0.0 5.7 120 FTG ---- PE 0.0 252 26.0 0.0 19.2 0.0 0.026 TL 9.33 PV Pipe: M2 -202.9 2.703 PL 9.75 PF 0.9 252 26.0 0.0 19.2 0.0 11.3 120 FTG ---- PE 0.0 253 26.0 0.0 20.1 0.0 0.094 TL 9.75 PV Pipe: M3 -291.5 2.703 PL 66.83 PF 14.8 253 26.0 0.0 20.1 0.0 16.3 120 FTG 2E PE 0.0 254 26.0 0.0 34.9 0.0 0.184 TL 80.23 PV Pipe: M4 -291.5 2.703 PL 25.42 PF 10.8 254 26.0 0.0 34.9 0.0 16.3 120 FTG 5E PE 6.7 TR2 10.6 0.0 52.4 0.0 0.184 TL 58.92 PV Pipe: M5 -291.5 2.703 PL 8.50 PF 6.6 TR2 10.6 0.0 52.4 0.0 16.3 120 FTG TB PE 3.6 BR2 2.2 0.0 62.7 0.0 0.184 TL 35.90 PV Pipe: M6 -291.5 4.298 PL 3.67 PF 0.7 BR2 2.2 0.0 62.7 0.0 6.4 120 FTG T PE 0.7 FLG 0.5 0.0 64.1 0.0 0.019 TL 35.57 PV Pipe: U1 -291.5 6.160 PL 150.00 PF 0.6 FLG 0.5 0.0 64.1 0.0 3.1 140 FTG 6E PE 1.5 UG1 -3.0 0.0 66.1 0.0 0.003 TL 222.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: U2 FIXED PRESSURE LOSS DEVICE UG2 -3.0 0.0 71.1 0.0 5.0 psi, 291.5 gpm UG1 -3.0 0.0 66.1 0.0 Pipe: U3 -291.5 6.160 PL 30.00 PF 0.3 UG2 -3.0 0.0 71.1 0.0 3.1 140 FTG 2ET2G PE 0.0 SRC -3.0 SRCE 71.4 (N/A) 0.003 TL 102.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.064 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.3 ft/sec at pipe M5. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/3/2019NG LASIK TUKWILA\DESIGN\HYDRAULIC CALCS\KING LASIK - L2.SDF JOB TITLE: KING LASIK TUKWILA - LEVEL 2 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Eli Tee 45 ChkV1v BfyV1v GatV1v AlmChk DPV1v fleX 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 KING LASIK 670 OKT DENT WAY TUKWILA , WA S u a 17, Opti Staffing ri Group -Seattle, WA - 96700 Fort Dent Way Tukwila Park Manufacturers A Tukwila F Fun Cent Fire Alarm a Automation 13330 SE 30th St Bellevue WA 98005 =25) 223-3164 Fax: (425) 223-316 tic. #: KLEPPI*938C6 / \R o° G 90 LEVEL IV �r �F 4 t ( EXPIRES: 11/01/21 Fire Alarm Device Numbering SLC (SLC) ADDRESSABLE DEVICES SIG NOTIFICATION CIRCUIT Name DEVICES # 1 ## CD SIG SPEAKERS SIG $ / SPEAKER SETTING LF SPEAKER/ CIRCUIT # @ (70VRM) STROBES CD #.## W # • U •### CIRCUIT # • DEVICE DEVICE WATT CANDELA ### DEVICE ADDRESS CANDELA ### • ## CIRCUIT LINE TYPE Circuit Legend DESCRIPTION Abbreviation Type Name i z Z # 1 612 FPLP CONVENTIONAL FX -1000D FX -1000D 1 U U # 16/2 FPLP SLC -SIGNAL LINE CRKT I A # 14/2 FPLP NAC -NOTIFICATION CRKT 7707P-88-ULP-M A M S # 16/2 FPLP SIIEILDED AUDIO / SPEAKER CRKT LCD REMOTE ANNUNCIATOR, W/CONTROLS, RED EDWARDS - UTC B RLCD-CR SBUS Q t V #18/4 FPLP V #1 812 FPLP VOICE BUS FX -270 V 9 DEVICE I NSTALLATION REQUIREMENTS AJL-1Q i USUAL HVAC SUPPLY DIFFUSER n MIN t j FINISHED CEILING NOT PERMITTED i WERE V77 / ///// //111 / ///t DETECTOR 6' MN FROM CEiUNG CZ' Aff 3M, SMOKE EATi DETECTQ_R_ I SMOKE/HEAT DETECTOR NOT PERMITTED HERE MANUAL PULL STAT ON —9T VIN 96' MAX a- 72' AFF 72- A%= 72' AFF F'. = egg Acv P",Nf FINISHED FLOOR ////////////////////////7///////7///////// SMOi .E/HEAT DETECTOR PERMITTED HERE FACP 2 5 :�- FR: PGMTER PriONE F!RE FtGt TeK nAN75E' CAS NET O fNIShED WA / / / / / / / / / / / / Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY 1000 POINT, 4 NACS, 4 CLASS B OR 2 CLASS A, DIALER, RED DOOR KIDDE FX -1000D FX -1000D 1 FACP SMOKE DETECTOR - ELEV W6Y PRIMARY RECALL FLOOR I INTELLINET 2.0 FIRE SUBSCRIBER 8 ZONE, 7794A, LOCAL ANNUN, MCT, RED AES CORP 7707P-88-ULP-M 7707P-88-ULP-M 1 AES LCD REMOTE ANNUNCIATOR, W/CONTROLS, RED EDWARDS - UTC RLCD-CR RLCD-CR 1 FAA LCD PULL, SA, ONE STAGE FIRE ALARM STATION KIDDE FX -270 FX -270 9 P SMOKE DE ECI OR - ELAN RIBBY AU ERNATE FLOORS 2 —t 0 INTELLIGENT OPTICAL SMOKE DETECTOR KIDDE KIR-PD KIR-PD 5 0 Ft/F. INTELLIGENT FIXED TEMPERATURE, RATE OF RISE HEAT DETECTOR KIDDE ENGINEERED SYSTEMS KIR-HRD KIR-HRD 2 SMOKE DETLCI'OR - ELEV MACHINE ROOM _- - CLASS B SINGLE INPUT MODULE KIDDE FX-IDC1B FX-IDC1B 1 MM2 t DUAL INPUT MODULE KIDDE FX-IDC2B FX-IDC2B 5 MM2 CONTACT RELAY MODULE KIDDE FX-RLY FX-RLY 6 :. R M 5 'T- 10_( HORN/STROBE, 2 WIRE, M -C, HI/LOW, WH, WALL EDWARDS - UTC EG1-HDVM EG1-HDVM 4 n HORN/STROBE, M -C, FIRE, WH, CEILING EDWARDS - UTC EGCF-HDVM EGCF-HDVM 14 1-0/ / • STROBE, M -C, FIRE, WH, WALL EDWARDS - UTC EGIF-VM EGIF-VM 2 f 104 HORN/STROBE, 2 WIRE, M -C, HI/LOW, FIRE, WH, WALL, WP EDWARDS - UTC WG4WF-HVMC WG4WF-HVMC 1 mow nBELL 10" RED EDWARDS - UTC 439D-10AW-R 439D-10AW-R 1 44MOKE ceogiE: s s9 • •4 ....� PROJECT NOTES - THIS IS A NEW FIRE ALARM SYSTEM IN A 2 STORY FULLY I SPRNKLERED BUILDING. 1 FIRE ALARM SYSTEM OPERATIONAL MATRIX GENERAL NOTES / SCOPE OF WORK 1. FACTORY RECOMMENDED MINIMUM WIRING SIZES, TYPE AND CONSTRUCTION AS NOTED ON THE DRAWINGS MUST BE STRICTLY FOLLOWED. ANYONE WILLING TO MAKE CHANGES WILL DO SO AT THEIR OWN RISK!! 2. WhEN POWERING UP THE FACP OR REMOTE POWER SUPPLIES BE SURE TO APPLY AC VOLTAGE BEFORE DC VOLTAGE. WHEN POWERING DOWN REMOVE DC SUPPLY BEFORE AC DISCONNECT. 3. THE CIRCUIT ROUTING AND WIRING COUNTS ON THE FLOOR PLAN DRAW NGS ARE SHOWN DIAGRAMMATIC BASED ON CONTINUOUS AND ShORTEST POSSIBLE ROUTING FROM THE CONTROL PANEL AND BETWEEN CONNECTED FIELD DEVICES WITH NO PHYSICAL OBSTRUCTIONS. THE WIRING OR CIRCUIT COUNTS (IF SHOWN) ARE PROVIDED AS A CONVENIENCE ONLY AND AS MEANS TO HASTEN INSTALLATION OR TO DETERMINE WIRING ROUTES. 4. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT EDITION OF U.B.C., TITLE 19, TITLE 24, NFPA AND AMERICANS WITH DISABILITIES ACT (ADA) AS REQUIRED BY THE GOVERNING AGENCIES. G. PER NFPA 72-2013 SECTION 5-3.G. I .3, DETECTORS SMALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINALED. 7. ALL WIRING, CABLE, AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70,NATIONAL ELECTRJCAL CODE, ARTICLE 760, 770, 780, AND NFPA 72, 4.4.1.2 FIRE PROTECTIVE SIGNALING SYSTEMS. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN A 30" RADIUS OF SUPPLY -AIR DUCTS. NFPA 72-2013, SECTION 2-3.5.I. 9. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. I CONTROL UNIT ANNUNCIATION EQUIRED FIRE SAFETY CONTROL 7.77 JUN 11 2019 u:'a 4 iLrFIRE DEMI-MEM'4' i,o..a:\: call 205-575-4407 n 0� down or re yr ;t1 i PROJECT NAME TUKWILA, WA JOB # 1901034 DATE: 106/07/ 19 L U co I1_ co rL m 0 0 0 a uJ 0 m 0 0 0 w 0 REVISIONS ISSUED FOR. REVIEW REVISE b RESUBMIT O z N SKEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SKEET DESCRIPTION FIRE ALARM COVER SHEET NUMBER FAO.O t SMOKE DETECTOR - ELEV W6Y PRIMARY RECALL FLOOR I • SMOKE DE ECI OR - ELAN RIBBY AU ERNATE FLOORS 2 —t t ,�i SMOKE DETLCI'OR - ELEV MACHINE ROOM _- - s 1 t SMOKE DETECTORS 4 : t ' :. HEA r DEI LCTORS ELEVATOR MACE LINE ROOM 5 'T- • =� +- HEA rDEIEC;IORS -7-44, -.= = : • • -r f •• r I.- a. • .011 OW I... mow .d ` MANUAL PULL STATION 'aa =ROOM SMOKE DETECIVRami 44MOKE ceogiE: s s9 • •4 ....� • :..0 rs ......' 0 iib • AC POWER I -ALLURE FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS 11 • • , , 41400 SUPRWE iL(Tlir in • V. an a ' IMI ...illit *1.. a 0 -i um OMs Mr a DUCT DETECTOR 13 •' i • • TAMPER SWITCHES 14 • O • • -O \WATERFL OW SWITCH T5-6-• • A BIC D E F G H 1 JKLM N P Q R ST 7.77 JUN 11 2019 u:'a 4 iLrFIRE DEMI-MEM'4' i,o..a:\: call 205-575-4407 n 0� down or re yr ;t1 i PROJECT NAME TUKWILA, WA JOB # 1901034 DATE: 106/07/ 19 L U co I1_ co rL m 0 0 0 a uJ 0 m 0 0 0 w 0 REVISIONS ISSUED FOR. REVIEW REVISE b RESUBMIT O z N SKEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SKEET DESCRIPTION FIRE ALARM COVER SHEET NUMBER FAO.O Battery Calculations for Panel: PI Pa -t \o:FX-1 CCOD - 1000 PONT, 4 NMS, 4 CLASS 13 OS 2 CLA35 A, DIALER, RED DOOR .;ob cumber: 190:034 Job name: KI\G LA✓IK Add-ess I : o70O FORT DEN' WA" Add^ees 2: TUKWIA, WA Part No. Qty. Description Standby Total Standby Alarm Total Alarm G # • DEVICE CAN \. ### i.. ,_____,.\i Pa -el Erfipmerit # ## CC' SLC DEVICE ADDS r_ DEVICE • ### © FX-100D_M5 1 FX -1 CODM5 MA N BOARD 172.00 GriA 172.0000mA 2G7.00O rrA 207.0.300 -TA SA -232 1 R5-232 I\ RFACE CARD ; 3.0=h-tA 1 3.000 0mA 13. X OOrrA 13.0 oa A SA -CSA 1 CLASS A NAC MODULE 3.O0(_OnA 3.00JOinA 4C.000OrrA 40.0000TA SA -SACT 1 DACT, 2 -I -NE 41 .00:OriA 41.OXOmA 41.0000mA 41.Or -rA _ 5A-E'r 1 ETrEFNET PORT, SLAVE 34.0000nA 34.0000mA 34.00001TA 34.000OrA NAC-NOTIF.CATION CR.S M:007 A Total Pare: Stay 243.0OOOmA Total Pare! Alarm 415.00(X rA M.008 FX-RLY Per p eras Devices # 18/4 FPLP 55 J5 ? V EG 1-fiDVM 4 110rtN,.TROBE, 2 W RE, M C, H0LCW, WM, WAJ. (Nottf cat:oi) 0.0000rtA - - O.OJC O-nA 94.0000rrA 370.0000 -TA EGCF-4IDVN 12 t10RFm5TROBE, N -C, FIRE, Wt1, CEILI\G (No}:Fcator•) O.CXCriA 0.CCOOTA 1 85.0000rrA 2220.0000r -A EGCF-NDVN 2 HORN/STRDEE, M -C, FRE, WH, CEILI \G (\ot f tato-) 0.0000r-oA :D.ODCOmA 105.0000mA 2 I 6.0:0DTA EG 1 F -VM 2 STROBE, M -C, F RE, W11, WALL (\ot f cat or) 0.( XX)mA O.DOCOmA 59.00001rA 115.00OOiA ECL -4.7 3 EOL 4.70 (\o`-.f.cat.or) 0.0000TA 0.0000-nA 0.00OOrrA 0.0000TA WG4WF-HVt4C FX -0025 ttORNSTRD=E, 2 WRE, M -C, HV'LCW, FIRE, Wr, WALL, WP (\ot.ficatio-) 0.00JOnA O.000OmA 238.0000mA 235.0000TA 439D-10AW-K 1 BELL , 0' RED (Notification) O.000GrIA 0.0000TA 71.5000rrA 7 I .SCOO rA RLCD-CR t LCD REMC'E AN\UNCIA OR, WiCO\TROLS, RED (Power) 93.CADDCnA 93.0000TA 1 15.000On-A 1 15..c007-rA RLCD-CR i LCD RENO AN\UNCIAOR, WICOV7ROLS, RED (Sepal) 0.00011-01/4 0.0001 mA 00)01 rrA 0.0:01-rA FX -IDC 15 1 GAS 5 5 NG I\P0T MODULE. (Signal -1 lire) PILL, SA, ONE :TAGS FIRE ALARM STATiCN (Stgrerirto Isle) 0.3500nA 0.400CriA 0.35C,'•OmA 3.6000mA 0.5000mA 0.5000rrA C.5C00rA 4.5000:rA FX -270 9 FX -IE 25 5 DUAL I\PL:T MCCU_= Moria tr.? l ne) 0.55 0rtA 2.7500mA 0.7250mA 3.0250rA K -PD 5 I\TELUGE\T OPTICA:. SMOKE DETECTOR tana rea Erie) 0.51 COr-tA 2.55e0riA 0.E800rrA 3.4000rA FX -@LY 6 CO\TACT RE:AY MODULE Clef -tat -9 hre) --0. 125OriA 0.750OrnA 0. 125OrrA 0.7500-rA Sl- R.2 2 1NT:LUGS\T FIXED TEMPERATURE, RATE OF RJSE HEAT DETECTOR (5gnatri rre) Q.5 I OOrA I.0200mA O.GeO rrA I.3;001 -A (0.0817V) 008 WG4WF-VIVMC Total Penl:hera Sty 1 10.0201 mA TotaPerpn Alarm 3305.6351 TA (3.1363V) 009 ..c.CF-rDVM t-CRVSTRCBE, M -C, FRE, Wm, CEILING, 7500 33-0 185.0000n -A 17.41 ! 8V (O. I 125V) 01 C EGCF-I-DVM Total St3rrdoy Ami 373.O20I mA Tota Aarm Amps 3753.035 I TA Sa-dby `- rre: 24 firs 5.952Ah Alarm time: 5 Mir 0.315Ah Battery re.%uirerent: 9.2c.5Ah Corr..eisatior Factors - Sard: 1 .2 Ala --n: 1 .2 R. a rtement win compensation: 1 I . 1 2 I Ah Fire Alarm Device Numbering (SLC) ADDRESSABLE DEVICES CIKCU_T NOTIFICATION DEVICES CIRCUIT SPEAKERS 4 SPEAKER/ STROBES SIG / SPEAKER CIRCUIT Appliance Desc Parti Distance - DEVICE # WATT SETTING @ (70VRN CANDE A Voltage Drop C G # • DEVICE CAN \. ### i.. ,_____,.\i DE - �''''' �,/ # ## CC' SLC DEVICE ADDS r_ DEVICE • ### © M:002, 003 FX -.D 0213 DUAL IN'UT MODULE 3-0 0.550CrA l 20.3990V SIG # • 1#1 LF 0 ## CD #.## W 5:ID0! KI -PD CIRCUIT LINE TYPE Circuit Legend 0.510Dr-AI 20.3993V Abbreviation Type Name LI A z Z # 16/2 FPLP CONVENTIONAL T KI PD U #10/2 /2 FPLP SLC -SIGNAL LNE CRKT (0.0057V) U KI-HRD NTELL'GENT FIXE_ TEMPERATL.RE, RATE CF RISE TEAT DETECTOR A # 14FPLP NAC-NOTIF.CATION CR.S M:007 A S # 10/2 FPLP SIIE1_DED AUDIO / SPEAKER CRKT ? M.008 FX-RLY B # 18/4 FPLP 55 J5 ? V #145/2 FPLP VOICE BUS ® EOL 4.7K Q 75CD Y h 75CD EOL 4.7K 0 UZI w0 - h 75CD 75CD h WP 87CD Y0 Ory h 75CD 75CD 30CD 30CD 3000 Ch1 to 15CD \ / 30CD 30CD 30CD ©�1' i.�� 0 �PryS� 0 75CD 15CD \ / • h EOL 4.7K 0 L Qb h 75CD �ry 1 SIG3 1 SIG2 75CD 75CD 75CD Circuit Calculations Panel: P I Card: 00 Circuit:SLCI Crcut Na -re: SLC1 Circ -Lit Type: Siona i- I-rra/KDOE-EX 7e -rural Vo tage: 2'?.4V:U' Arrpe a e: 2.o:XX)A Cabe: Power, _ rri:ed, A;d essacle system data Cabe #14 Ca cu aborts :ase: on Runn rg Total Leng`_^. Des g- Cntena: ArC.iert tenpe-a`.,/re: 167°F Max. ere-atirr, vo tale *or,: 15% Device Part No Appliance Desc Parti Distance - - Current I Voltage r 20.4V Voltage Drop Voltage Drop FX- I 000D M:001 FX- D :' 15 CLASS 5 SI\GLE INFUT MODULE 3-0 0.350Dr'A I 20.3395V (0.00D2V) M:002, 003 FX -.D 0213 DUAL IN'UT MODULE 3-0 0.550CrA l 20.3990V (0.CO:)2V) M:OC 4, 005 FX -0..28 DUAL INPUT MODULE 3-0 0.5500r -A I 20.3993V (0.(3CX)2V) 5:ID0! KI -PD .NTELLGENT OPTICAL SMOKE DETECTOR I'-0 0.510Dr-AI 20.3993V (0.0001 V) M:006 FX -270 PULL, SA, ONE STAGE F IRE ALARM 5 ATION 2`-0 0..4 0r -A! 20.39.92V (0.0001 V) 5:002 KI PD NTELLGENT OP7:CAL SMOKE 'DETECTOR I06'-0 0.510DrrA1 20.3935V (0.0057V) 5:003 KI-HRD NTELL'GENT FIXE_ TEMPERATL.RE, RATE CF RISE TEAT DETECTOR 4'-0 0.510DrAl 20.3333V (3.00D2V) M:007 FX -RL" CONTACT RELAY MOJ:.L.E 3-0 0. 125CrA I 20.3932V (0.001 V) M.008 FX-RLY CONTACT RELAY MOD -LE 3-0 0.12501-A I 20.3931V (0.0001 V) M:00.9 FX -RL" CONTACT RELAY MOD -1E 3-0 0.1250rA i 20.3329V (0.00D I V) 5:004 KI -?D ;NTEL_GENT OFT' CAL 5MOKE DETECTOR _ 18-0 0.5 i'OCrA I 20.3922V (0.0037V) 5:005 KI PD 'NTELLGENT OP':CAL SMOKE DETECTOR 00-0 0.51 OCrAI 20.359DV (0.0023V) S:000 KI-HiD :NTELLGENT FIXED TEMPEWA';.IRE, RATE CF RISE rEAT DETECTOR 0G-0 0.5; o: -A! 20.385V (0.0D2V) 5:007 K1 -PD :NTEL:GENT OPTICAL SMOKE DETECTOR 4'-0 0.5 1 OCrAI 20.3.579V (0.0001V) M:010 FX-RLY CONTACT RELAY MOD;LE 16-0 0.1250r -AT 20.3.575V (0.0003V) M:011, 012 FX -0025 DUAL INPUT MODULE 2--0 0.550:IT-A I 20.3875V (CV) M:013, 014 FX -'0025 DUAL INPUT MODULE 47'-0 0.5500r -A I 20.3549V (0.0000V) M:015 FX-RLY CONTACT RELAY MODJLE 2-0 0.1250r -A l 20.3563V (CV) M:0: 0 FX-RLY CONTACT RELAY MOD:;LE 22-0 0.1250r'A! 20.3507V (0.0031V) M:017, 01b FX DC25 DUAL INPUT MODULE 2--0 0.550CrAI 20.3507V (CV) ().3355V) 033 EGCF-rDVM 376.-0 7.8200r -A 185.C(-0OmA Tota' C1rrent: 7.5200rA ictal VCrop Percert:0.07%) Tota V.:l:aae Croy : 0.0133V AES RADIO P1 75CD © Q D MM2 1 SLC1 rr 4' LCD 1/FAA I h05, J} 4 1 SBC4 1 AUX1 1.114.12 �4' al' ar w 4 4 ' by h tib 4y 0 4' Circuit Calculations Panel: P 1 Card: 00 Circuit:SIG 1 Circuit \ame: 51G1 Ci -curt Type: Natif-cat on Tern nal Voltage: 19.2V:CC Amperage: 2.5'000A C aIle: 1412 SOL JKT FPLK 1M RL RED #14 Calcsatiors ;.ased on Rurat.rg Total Length. Gey in rCntena: Artiiert tempera`_ -..re: 107°F Max. operating votary!! aror 15% Device Part No Appliance Desc _ - - - _ _ Distance _ Current Voltage Voltage Drop FX -!0000 Panel 19.2V ODI EGCF-rDVM MORK/STRCBE, M -C, F RE, W`!, CEILING, 7500 13-0 155.0003rrA 19.05: V (3.1109V) 002 EGCF-rDVM rIOR\/STRCBE, M C, F RE, W", CEILING, 7500 37-0 I85.OWOrrA 18.7923V (3.2908V) 033 EGCF-I-DVM riCRV3TRGBE, M -C, F RE, Wm, CEILING, 7500 36-0 I55.XCO3rrA 1.5 5502V (0.242V) 0)4 EG I F -VM STROBE, M -C, FIR2, Wm, WALL; 150D 17-0 59.000DrrA 16.4552V (0.095V) 000 EGCF-rDVM r1CKVSTRC5E, M -C, FRE, WT!, CEI_ING, 3000 _ I9-0 I0 .00 On -A 15.356V (0.0993V) 007 EG I -t'DVM `ICK\/STRGBE, 2 WIRE, M -C, t1./_OW, W-!, WALL , 30CD 27-0 94.0000rrA 18.2325V (0.1232V) OD5 EGI -1-"DVM rICRVSTRCBE, 2 WIRE, M-C,11/LOW, WM, WALL , 30:0 16-0 94.0000rr-A 18.1 09V (20038V) 005 EGCF-rDVM -K;KV5TRCBE, M -C, FRE, W"., CEILING, 7500 I8-0 I85.000OrrA 18.1077V (0.0413V) 009 EGCF-t'DVM rK:RV3TRICBE, M -C, FRE, W-1, CEILING, 7500 36-0 185XX)OOrrA 18.0259V (0.0818V) 010 EGCF-rDVM 1-I RVSTRCBE, M -C, F RE, W`', CEILING, 750E 35-0 155.000N -A 17.9502V (0.C395V) EOL -4.7 ECL 4.7K 5-0 0.0003nA 17.9502V (GV) 259-0 1445.0 0On-A Tota! C..rrent: 14-G5.003Cr1A (total VD -op Percert:6.3290) Tota: Vole Dro' : 1.2135V Circuit Calculations Panel: P 1 Card: 00 Circuit:SIG2 Circuit Name: 5102 Cu:cutType.: Notif,ca`"ort Ter -n nal Voltage: 19.2V:CC Amperage: 2.5000A Cale: 1412 SOL JKT FPLR 1M RL R3D #14 Cacu'ations based on Rr.rm:rg Total Lent-. Cesg^ Cntena: Ar:lert tempo-atLre: 107°F Max. cperatina votage. cur: 1,5% Device Part No Appliance Desc Distance Current Voltage Voltage Drop FX -!000[) r - 19.2V 001 ESCF-t'VVM HORVSTRCB" M -C, FRE, Vtl, CEILING, 75CD 33-0 I85.0000rrA 15.5549V 0.345! V) OD2 EGCF-rDVM 1-1CKV5TRC5E, M -C, F R3, W -t, -CEILING, 7500 .30-0 I85.0C0DrrA 15.51 94V ().3355V) 033 EGCF-rDVM `CKVSTRCBE, M -C, FRE, WM, CEILING, 7500 37-0 185.C(-0OmA 16.216GV 0.3025V) 004 EGCF-rDVM rCRVjTRCBE, M -C, F -R2, WI, CFI NG, 3000 37-0 108.0003rrA 17.9555V (0.2005V) 0)5 EG I F -VM STKCBE, M -C, FIRS, Wi, WA_L, 150E 24-0 59.0"00)4A 17.5025V (D. 1533v) 00G E.G 1-rDVM rICRVSTRCBE, 2 WIRE, M-C,11./LOW, WM, WALL , 3000 10-0 94.0000rA 17.7423V (0.0002V) 0.77 EGI -rDVM rICRVSTRCBE, 2 ;MR F, M -C, H`/_OW, W`!, WALL , 30CD 15-0 94.00.00rrA 17.6'004V (0.0817V) 008 WG4WF-VIVMC MORN/STROBE, 2 WIRE, M -C, fi!_OW, FRE, Wil, WALL, WP , 570.0 2.5-0 238.0000mA 17.5243V (3.1363V) 009 ..c.CF-rDVM t-CRVSTRCBE, M -C, FRE, Wm, CEILING, 7500 33-0 185.0000n -A 17.41 ! 8V (O. I 125V) 01 C EGCF-I-DVM `ICRVSTRCBE, M -C, FRE, Wm, CEI_ NG, 75CD 36-0 1.55.0000rrA i 7.33V (0.C818V) 011 EGCF-rDVM tiCR.VSTRCBE, M -C, FRE, WM, CEL.NG, 7500 30-0 I e.5.3C0DrrA 17.2,59;V (0.C4O9V) 011 EOL -4.7 ECL 4.7K 4-0 0.00 00mA 17.2591 V (0V) 329-0 ; 703.0000mA Total 0A -rent: 17C3.00DCrtA Octal VD c.p Percert:9.95%) Total Volta'e Cro.: 1.9109V Circuit Calculations Panel: P 1 Card: 00 Circuit:SIG3 Circuit \ame: 5103 Circuit Type: Notif ca. on Term nal Voltage: 19.2V:CC Amperage: 2.5000A Ca I : 14/2 SOL JKT FPLR 1 M RL RED #14 Ca'c.'atiorts based on j.nn-rg Total � rgt-. Ces-g-• Cnteria: Ari rt tempe^at. re: 107°F Max. operating vo tage cur: I S% Device Part No Appliance Desc Distance Current Voltage Voltage Drop FX- I OBD 'Panel 19.2V 00 I 4397- I OAW-R BELL 1C• RED 138-0 55.0=hr-A 19.125V (0.072V) 001 EOL -4.7 PCL 4.7K 3-0 0.000DrrA 19.125V (0V) 141'-0 85.00aDrrA Total Current: 55.10000mA (Tota' VDro Percent:0.35%) Total Votage Drop : 0.372V O ,0 Ory O o G V 4' by 1 G F IRM 41' 4 0 by 4' 3RM O w� 4 by RM wb C C7‘ by w O } OO C wff w. 1. w. o 4. 4' 4' 4,6 `1 4' 4' -81Piek-AV Fire Alarm 8 Automation 13330 SE 30th St Bellevue WA 98005 425) 223-3154 Fax: (425) 223-316 Lic. #: KLEPPI*93806 \a • so, LEVEL IV or lMc, wE1:••,0 EXPIRES: 1I/01/21 PROJECT NAME TU KWI LA, WA JOB # 1901034 DATE: JOG/07/!9 L U } co 0 0 0 0 !i! 0 i 0 O O 0 REVISIONS ISSUED FOR REVIEW REVISE d RESUBMIT O z SKEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM CALCULATIONS St1EET NUMBER FA 1.0 I u) I Cr 4 SLC141:015 SIG1 I 4.7K12 = WATERFLOW/----- TAMItR. it.C141:001 ELEC. • e , SIG 2 TO 2ND FLOOR{ SIG 3 INATEFtFLOIN BELL[ i I 75 sni•olo 75 tAkt2 D SLC141:002, 003 SLCVM:004,005 SLCFS:001 2 p SLC141406 R.00M = SLC1•M:012 =- = I --- I SLC1•M:014 TAN/PEWPIV VERIFY ADEPL SPRINKLER. IDEV:CE LOCATIONS IN FELD W611201 75 SIG1•009 DIVISIBLE TENANT SE SLC1-M:007 75 SLC141:013 _ IL • I 9FEN TO A3OVE QBBY 30 SIG1•005 SBC4.1,AUX1-001 75 \ \ SLC14A:e11 \ SLC1•M:010 SLC144:013.9 I I LCD STAIR.4 SLC1•S:004 UFo0 I . SIG1•0077II - - -i 11 l.. ) i 30 I sSriALCFT1 .:1)0,4;\ 1AECNE .1 -: q) (AvuRrSi.0 1•S:003 'Li 135'— I / k I / i E_EV. MACI-I.; ROOM 11 I: '•N. • I, GIVIT4--1 JAvirog. =1446 7 -Th\ B _ ) FIR ALARM I ST FLOOR PLAN SCALE J I /o" = 7 Er w 37 16 Fire Alarm Device Numbering (SLC) ADDRESSABLE DEVICES NOTIFICATION DEVICES SPEAKERS $ SPEAKER/ STROBES Type CIRCUIT ic CIRCUIT #i 6/2 FPLP CONVENTIONAL SIG / SPEAKER CIRCUIT LI 6 NI /2 FPLP SLC -SIGNAL UNE CRXT # A # I 4/2 FPLP NAC -NOTIFICATION CRKT DEVICE A S # I 6/2 FPLP SIIEILDED # WATT SETTING @ (70VRM 13 DEVICE ADDRESS DEVICE 5,_c • ### 0 .5G 4 • CANDELA hfil ). -,....-- ---1 < !Hi CD SG , • CANDELA iiiii CD •.##w • ## LF CIRCUIT LINE TYPE Circuit Legend Abbreviation Type Name ic Z #i 6/2 FPLP CONVENTIONAL LI 6 NI /2 FPLP SLC -SIGNAL UNE CRXT ?U A # I 4/2 FPLP NAC -NOTIFICATION CRKT A S # I 6/2 FPLP SIIEILDED AUDIO / SPEAKER CRXT ? ID 13 # I 8/4 FPLP SBUS 9 1 E V ili 5/2 FPLP VOICE BUS v I / JUN PLiCr--r Flpp PREVErv--r';-' Dep_r Fite Alarms Automation 13330 SE 30th St Bellevue WA 98005 25) 223-3164 Far (425) 223-316 1k. #: KLEPPI*938C6 / \R g I LEVEL IV ‘05..= EXPIRES: 11/01/21 PROJECT NAME JOB # 1901034 DATE: OG./07/ I 9 L ca 021 IL )- tii 3 cT 0 0 (f) Ui 5 2_ tu 03 In LIS co SHEET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM I ST FLOOR PLAN SHEET NUMBER FA 2.0 t SIG 3 FROM 1ST FLOOR 187-, SIG3'OO1 SIG2•008 WP PLACE I -VS AN 7 BELL A3OVE CANOPY SIG3 4.71(0 5 SIG2•011 1 REMOTE INDICATING UGIIT IN CEIUNG TO B= DETERMINED ONCE ROOM DUCT DETECTOR 1 TYPE KNOWN 75 s)G2'010 i REMOTE INDICATING LIGHT sN CEILING TO E'= DETERM NED ONCE ROOF DUCT DETECTOR TYPE KNOWN REMOTE INDICATING LIGHT 1 " IN CEILING TO BE DETERM NED r ONCE ROOF DUCT DETECTOR 1 ®" -TYPE I(NOWN - 1 a SIG2.009 SLC TO ROOF f MEDICAL OFFICE SPACE E i ----Sid 2 FRAM 1ST FLOOR 11 E311) 75 SIG2-001- SIG2.002 7 �SIG2.003 75 SLC144:016 .E -71-71 1 i J 1 M fE ALARM 2ND FLOOR PIAN SCALE: i/1' = K`O° 7 8' 37 0' 4' i8 Fire Alarm Device Numbering SLC (SLC) ADDRESSABLE DEVICES CIRCUIT - S NOTIFICATION CIRCUIT Name DEVICES # CD� SIG SPEAKERS SIG d / SPEAKER SETTING SPEAKER/ CIRCUIT # @ STROBES (7OVRM CD 0.00 W 0 • #16/2 FPLP • 000 A DEVICE DEVICE WATT 000 DEVICE ADDRESS 0 CANDELA-1CANDELA ``C • ' , LF CIRCUIT UNE TYPE - Circuit Legend Abbrevlatlon Type Name Z Z #16/2 FPLP CONVENTIONAL U U #16/2 FPLP SLC -SIGNAL UNE CRKT A # 1 �I/2 FPLP NAC -NOTIFICATION CRKT S #16/2 FPLP SIIEILDED AUDIO / SPEAKER CRKT Q S tt B #18/4 FPLP SBUS 9 1 0 V #15/2 FPLP VOICE BUS + Fire Alarm s Automation 13330 SE 30th St Bellevue WA 98005 425) 223-3164 Fa (425) 223-316 l'o, LEVEL IV cl EXPIRES: 11/01/21 PROJECT NAME k-r- sZ NL DATE:JOG/07/19 Ea 0 0 REVISIONS ISSUED FOR REVIEW REVISE $ RESUBMIT S11EET LIST FA 0.0 COVER SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM 2ND FLOOR PLAN SHEET NUMBER fA 3.0 3 , USED FOR k7! 1L DUCT DETECTOR FACP INTERFACE : I i - - , RTLI\ \7- ' DUCT DETECTOR, s-------; 1-, t EX OTHERS -\ SLCFM:025, 026 rrr_rr 4F-..••• • tAA2 USED FOR —'1 SLC1-M024DUCT 'D.TECTCS RMJ SLC1•M:023 FAC;P INTERFACE — L DUCT DETECTOR 51' OTHERS SLC1•141:021, 022 RTli- EVC1-01.11CIETE:ECT°K \ 3 i =, - - i . ------ ' 3 SLC140:019, 020 rang2 . I.._ USED FOR DUCT DETEC-OR EACP INTERFACE 7 1 IRmiSI-C14A:018 FIRE ALARM ROOF FLAN 11 SLC 1 1 NOTIFICATION DEVICES CIRCUIT I SPEAKERS SIG I i I i W I i - - , RTLI\ \7- ' DUCT DETECTOR, s-------; 1-, t EX OTHERS -\ SLCFM:025, 026 rrr_rr 4F-..••• • tAA2 USED FOR —'1 SLC1-M024DUCT 'D.TECTCS RMJ SLC1•M:023 FAC;P INTERFACE — L DUCT DETECTOR 51' OTHERS SLC1•141:021, 022 RTli- EVC1-01.11CIETE:ECT°K \ 3 i =, - - i . ------ ' 3 SLC140:019, 020 rang2 . I.._ USED FOR DUCT DETEC-OR EACP INTERFACE 7 1 IRmiSI-C14A:018 FIRE ALARM ROOF FLAN 11 SLC 1 SIG NOTIFICATION DEVICES CIRCUIT I i i SPEAKERS SIG d / SPEAKER SETTING i s". - 'SLC1•S:006 SLCVS:C4:07 0 0 FVF 135' ELEVATOR • gi BELOW 1 11 SLC FROM 2ND FLOOR B SCAL:t: 1/8" = I -O 8'37 rui 0 4116 NOM VIM 11111,••••,.........• 1.0 WIPIPlili.1111111 Fire Alarm Device Numbering SLC (SLC) ADDRESSABLE DEVICES SIG NOTIFICATION DEVICES CIRCUIT SIG SPEAKERS SIG d / SPEAKER SETTING SPEAKER/ CIRCUIT # @ STROBES (70VRM CR 1.ii W i • • MAg CIRCUIT , • DEVICE # DEVICE WATT' CANDELA im, DEVICE ADDRESS 0 - CAN DE LAi ". \------- l ' H 4/0 CI CD g - • ## LF U # I 6/2 FPLP CIRCUIT UNE TYPE Circuit Legend o Abbreviation Type Name z #16/2 FPLP CONVENTIONAL 0 U # I 6/2 FPLP SLC -SIGNAL UNE CRKT ? A # I 4/2 FPLP NAC -NOTIFICATION CRKT Li 5 # l 6/2 FPLP SHEILDED AUDIO / SPEAKER CRi(T ? 5 9 I E B # I 8/4 FPLP SBUS V #1812 FPLP VOICE BUS V 1 m.o.., 1230. Fire Alarm a Automation 13330 SE 30th St Bellevue WA 98005 425) 223-3164 Fax: (425) 223-316 tic #: KLEPPI*938C6 .0.Es-s4e LEVEL w farragairrnir..1 (15' r SPIRES: 11,V1/21 PROJECT NAME J08# 1901034 DATE: I OG/07/19 L a._ a_ co 0 a 0 0 CS) 0 0 REVISIONS ISSUED FOR REVIEW REVISE $ RESUBMIT 0 z c‘i SHEET LIST FA 0.0 COVER. SHEET FA 1.0 CALCULATIONS FA 2.0 1ST FLOOR PLAN FA 3.0 2ND FLOOR PLAN FA 4.0 ROOF PLAN SHEET DESCRIPTION FIRE ALARM ROOF PLAN SHEET NUMBER FA 4.0 KING LASIC BUILDING OCCUPANCY: M, B CONST. TYPE: III -13 PARCEL#: 29549000420 SQUARE FOOTAGE LEVEL I. LEVEL 2: 6,739 6,969 13,705 • SITE PLAN LEGEND PROPERTY UNE STREET CENTERUNE NEW UNDERGROUND (BY OTHERS) EXISTING UNDERGROUND p4 EXISTING GATE VALVE EXISTING FIRE HYDRANT NEW YARD VAULT W/ 6" BACKFLOW (BY OTHERS) NEW GATE VALVE (BY OTHERS) NEW 4"x2.5"x2.5" YARD FDC (BY OTHERS) ISI N INTERURBAN AVE. t OSINGLE PLY MEMBRANE 1/4" COVER BOARD R-38 INSULATION VAPOR BARRIER 1,5" 18GA. METAL PAN DECK BAR JOISTS/STEEL (-BEAMS SCALE 1" = 20' WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST 2013 WATER MODEL DATA SUPPUED BY TUKWILA WATER ELEV. OF FLOW TEST: SAME AS SITE 120 PSI 20 PSI 5000 GPM 144TH STREET & INTERURBAN AVE S. 1/4:2 SLOPE II I, 13.25" CONCREITE 11.5" 26G,CMETAL PANEECIC� EAR JOISTS/METAL I -BEAMS 31'-0" 21, T.O. PARAPErti NAS. (ABOVE CEIUNG) PER NFPA 13 SECT 8.15.1.2 CT SECTION A/1 FACING NORTH NTS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS CT SYMBOL LEGEND as LEVEL 1 SCALE 1/2"=1'0" G - RKaSH KFACNR 691 OUNJRN RELIABLE SSU F1FR BRONZE 5.6 1/21 155° 2 RELIABLE SSU F1FR BRONZE 5.6 0'/ Or II 2.5 2$ ®,-31 9 SSP TFp a I°. W 4B 1/2" ID 1 RELIABLE ra Y UI (ROME 5.0 4/2° EDO' 1 RELIABLE VEE'W F1 FR BRONZE LJ' I�IrI�LJ CI ©C� r 4L=1- or EDDY FLOW . on 2-0 7,144 I] BR1 c 4 EDDY FLOW . .. SPRINKLER WRENCH BOLL GROOVED, PENN END (FOR BUTT WELDING) . I SFS START POINT 5 10 0.134 RISER DETAIL 0 2 4 SCALE 1/2"=i'-0" 1. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 2. MAINTAIN 2' ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. 3. PIPE ALL DRAINS TO DISCHARGE INTO FUNNEL OR FLOOR DRAIN. RISER EQUIPMENT ITEM QTY SIZE DESCRIPTION 1 1 4' CHECK VALVE 2 2 2.5" SFS SHOTGUN RISER (INCLUDES THE FOLLOWING): N/A WATERFLOW INDICATOR 1/4" PRESSURE GAUGE 125" TEST & MAIN DRAIN 3 2 2.5" BUTTERFLY VALVE W/ TAMPER SWITCH MANUFACTURER GLOBE POTTER ASHCROFT AGF VICTAUUC 4 1 12 HEAD SPARE HEAD CABINET (CONTAINING THE FOLLOWING) REUABLE MANUFACTURER TYPE MODEL RKaSH KFACNR 9420TEMP OUNJRN RELIABLE SSU F1FR BRONZE 5.6 1/21 155° 2 RELIABLE SSU F1FR BRONZE 5.6 1/2" 200° 1 RELIABLE SSP F1FR CHROME 5.6 1/2" 155° 1 RELIABLE sop-- F+PR UI (ROME 5.0 4/2° EDO' 1 RELIABLE VEE'W F1 FR BRONZE 5.6 1/2° 155° 1 EDDY FLOW 0.083 3.334 ROLL GROOVED, RAIN END (FOR BUR WELDING) 7,144 0453 4 EDDY FLOW REUABLE MODEL C SPRINKLER WRENCH BOLL GROOVED, PENN END (FOR BUTT WELDING) Terpognm rim ! TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give l this-SFire ��Permit No. and exact address for shut- down or restoration approval. MODEL # RCV VSR-F 1005P 1011A 705 A-4 D Without Comments ,' As Noted in Red 'LL' Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City =-tandards. Acceptance is subject to errors and omissions which do not authorize violations of adopted -ndards 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 Are Prevention Bureau. Date: C -( �' /1 B : GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM E-53/ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED ""B""T °F WNHII HPE IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED. PLAIN END. POLISHED 2.053 0.044 11/4 40 0.140 1.380 ROLL GROOVED. POLISHED. PLAIN END (FOR BUR WELDING) 1.817 0.097 11/2 EDDY FLOW 0.088 1.728 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2080 0.122 2 EDDY FLOW 0.088 2203 ROLL GROOVED. POLISHED. PLAIN END (FOR BUR WELDING) 3.982 0.198 21/2 EDDY FLOW 0.085 2.705 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 5299 0.298 3 EDDY FLOW 0.083 3.334 ROLL GROOVED, RAIN END (FOR BUR WELDING) 7,144 0453 4 EDDY FLOW 0.095 4.310 BOLL GROOVED, PENN END (FOR BUTT WELDING) 11.290 0.755 5 10 0.134 5.295 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 17,300 1 144 B 10 0.134 6.357 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 23.030 1.849 B ** 0.188 6.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 *5 WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. 3. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: CPVC PIPING ** PIPE SIZE INTERNAL DIAMETER WALL THICKNESS END PREP TYPES ALLOWED WEIGHT OF WAI6U PIPE CAPA0IT I1.1.1.018 3/4 0.874 0.088 PLAIN END 0.428 0031 1 1.101 0.107 PLAIN END 0875 0049 1 1/4 1.394 0.133 PLAIN END 1.079 0.079 11/2 1.595 0.151 PLAIN END 1.417 0104 2 2.003 0.188 PLAIN END 2.224 0.164 ** PER MANUFACTURERS DATA SHEET SCOPE OF WORK SMITH FIRE SYSTEMS INC. (SFS) WILL INSTALL (2) WET SPRINKLER SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING. THE SYSTEMS WILL BE INSTALLED PER NFPA 13 (2013), & PER THE CITY OF TUKWILA. CLARIFICATIONS 1. SMITH FIRE SYSTEMS WILL START AT (1) 6" FLANGED SUPPLY AND (1) 4" FLANGED FDC CONNECTIONS IN THE RISER ROOM PER THE FLANGE PLAN ON THIS SHEET. 2. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F 3. STORAGE WILL NOT BE PERMITTED UNDER THE EXTERIOR ENTRY CANOPIES. EXCLUSIONS 1. UNDERGROUND WORK OF ANY KIND. 2. SPRINKLER PROTECTION UNDER EXTERIOR CANOPIES. 3. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATIONS. 4. PAINTING OR LABEUNG OF SPRINKLER PIPING. 5. ELECTRICAL WIRING OF ANY KIND. 6. CENTRAL STATION ALARM EQUIPMENT & MONITORING. 7. STRUCTURAL REVIEW. 8. FM APPROVAL. DESIGN CRITERIA MERCANTILE SHELL (LEVEL 1): PER NFPA 13 (2013) & THE CITY OF TUKWILA. DESIGN DENSITY: ORDINARY HAZARD - GROUP II .20 GPM / 1500 SQ. FT. BUSINESS OFFICE SHELL (LEVEL 2): PER NFPA 13 (2013) & THE CITY OF TUKWILA. DESIGN DENSITY: ORDINARY HAZARD - GROUP I .15 GPM/1500 SQ. FT. WET SYSTEM NO. 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS LEVEL 1 TOTAL: 6,739 69 6,739 69 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 388.6 GPM AT 80.4 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 638.6 GPM AT 90.2 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) WET SYSTEM NO. 2 AREA DESCRIPTION LEVEL 2 TOTAL: AREA SO. FOOTAGE 6,969 NUMBER OF SPRINKLERS 67 6,969 67 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 291.5 GPM AT 62.7 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 541.5 GPM AT 71.4 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) I- ri_ 0 w 0 L W Cr V !CAUTION! REVIEWED THE FPI CONSORTIUM, INC. X __ No Comments/No Exceptions Taken ___ Make Corrections As Noted ___ Revise and Resubmit ,, Reviewed for general conformance with the Design Basis. Thi - eview is not intended to authorize any work not in accordance with Code. By: CPA Date: _.3/7njg _ Carl Anderson, PAID �i1s 3 G 1 2319 Digitally signed by 3Carl Anderson, PE E -Date: 2019.06.03 16:28:25 -0700' SITE PLAN REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL T SOP TOTAL THIS SHEET AFP BOB ROD BOJ Bop B oT 9 PO B OW CaFoW NAIL UNO ABOVE FAARHD FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PLRUN BOTTOM OF TRAIN CUT TO SILLY FIELD ORDER INSIDE FACE OF WAIL OUTSIDE PACE OF WALL NO ACRO. sRRN¢ERs UNLESS NOTED OTHERWI90 BOO 0 HI CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 9 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH PETRA CONSTRtJ TM 16310 NE BOTH ST, SUITE 200 REDMOND, WA PROJECT MANAGER: OFFICE PHONE : CELLPHONE: EMAIL : SUPERINTENDENT : PHONE: EMAIL : DWAYNE POEPPEL (425) 396-4510 (425) 419-6187 dpoeppel@petrainc.net DAN KING (425) 979-6434 dking@petrainc.net CERTIFICACOMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T 06/03/2019 LSIjC nature - Date CEFOiFICATE OF COMPETENCY STAMP TUKWILA FIRE LEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 95424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 920 - 1880 FAX: ( 253) 92e - 2350 KING LASIK TUKWILA 6700 FORT DENT WAY TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. MATT KUNKLE LANE LUVAS 06/03/2019 1 OF 2 TI19040 N.A.S. PER NEPA 13(2013) (SECTTION 8.15.7.2"1 l \% ;i w1Ux12 2-3 0 2-4 7 / ©o m WWI) 0 18LH BAR JOIST TYP. 0' --W , 12 o, 0 2.5 7 ©o N.A.S. PER NFPA 13(2013) SECTION 8.15.7.2 -I BOD 11-5 52.5 2.5 = 2,5 W8x10 2. iM o 11ELEC. STAIR #2 T 105 e107 c I ? SPRINKLER - 1. ' i ---;-104- 11 II 18LH BAR JO*TYP r -t--- 26K y X 2.5 9 25 3-2 1-3 .5 C� 10-9 2€9C -49S7 :2 \ i� nIm 9-0 GWB 0 0 N.A.S. PER NFPA 13(2013) (SECTION 8.15.7.2) �,2x14 BOD DIVISIBLE 1O 2 TENANT SPACE 108 NAS. PER NFPA 13(2013) SECTION 8.15.7.2 0 18LH BAR JOIST TYP. 18LH BAR JOIST TYP. 2.5 9.9 LL -AMFBEAM- si C 6Oo 3.25' CONCRETE 1.5° 206A, PAN DECK 2 p BAR JOISTS/I-BEAMS Q 13-720 00D o 2.5 -6 2.5 26 z BOD ®_7 N.A.S. PER NFPA 13(2013) (SECTION 8.15:7.5 storirmwr 1 N.AS, PER NFPA 13(2013) SECTIIIDN 8.15.7.2 00 - BOD 3 S7 ® / xl ©o / W12x14 OPEN TO ABOVE 0 W 12x14 106 GWB 1.5 • 1.5 LOBBY - 101 18LH BAR :oISTTYR. --- --- 15LH BAR JOIST TVP. X S - -_-R W18x35 ELEVATOR r,I(T HEAD w SEE DETAIL a - OD 10 3-/ 1,5 3g" STAIR �' It NAB. ABOVE CEIUNG TYP. g .1 PER NEPA 13(2013) 8; SECTION 6.15.1.2 I &LEV. MACH/ �ROOM1, 102 2.5 2 5 2.5 25 81.11- 7-10- ,Y. W1 9 "Or _Ek5_ -, _ - _ 34__ .:, 2,5 1 25 11 -__-- =931 - 3.7 3-7 �(r) \ - (; JAtri NITOR \ I 103 C O dF HYDRAULICALLY( MOST DEMANDING AREA: SYS# 1 DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 388.8 GPM AT 80.4 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) OO 18LH BAA JOIST TYP. b 2 W 12x;4 - A 5 I' 106' 46• - 136 BOD HYDRAUUCALLM MOST DEMANDING AREA: SYS# 2 DENSITY: .15 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 291 5 GPM AT 62.7 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) 5'-1" 10,3" 4'6" LEVEL 1 0 12 SCALE 3/16':7'-W FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8" BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 27" BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1' WI 6" ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 25" ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(1-1), U.N.O. 6. INSTALL BRANCH LINE RESTRAINT 45° FROM VERTICAL WITHIN 6' OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP', U.N.O. 8. OO = 1'k1/2" BUSHINGS LEVEL 2 o - 12 SCALE 3/16'1'-0' FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8' BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 23' BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1 W 6• ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 21' ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(0-9), U.N.O. 6. INSTALL BRANCH UNE RESTRAINT 45° FROM VERTICAL WITHIN 6" OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP, U.N.O. 8. © = 1"x1/2" BUSHINGS HANGER 'TB1' MIN. 1 1/4" 3/8' ATR HANGER RING z M CONCRETE PAN DECK (MIN. 20 GA) 114'x 1 5/S' HILT( KH -EZ SCREW ANCHOR (3/5' AIR THREADS) HANGER 'K CONCRETE PAN DECK TOLCO 75 SWIVEL ATTACHMENT 3/9" ATR FROM VERTICAL SURGE CUP HANGER RING 4 HILT1 MIK BOLT KH -EZ (3/81 LEVEL 1 TYP. BRANCHLINE RESTRAINT 'A' 1" POL 1' FIELD ORDER 1' THRD ELBOW 48' EASYFIFX BRAIDED HIGH PERFORMANCE DROP SSP & ESCUTCHEON FLEX DROP (TYP.) WEBBING OF WIDE FLANGE BEAM OR RIGID FRAME (2) 14' x 1W BOLT, NUT, & WASHER (2) 1" (5-0) SCH. 40 BRACE PIPE (2) TOLCO FIG 4A FAST CLAMP BRACE EQ1 T STEEL I BEAM 3/8' AFCON 100 TOP BEAM CLAMP 9" RETAINER STRAP = 3/8' AIR HANGER 'TB2' SAMMY XP20 EXPRESS SCREW 18 GAUGE METAL DECK 3/8' AIR HANGER RING HANGER 'XP' 45. FROM VERTICAL SURGE CUP HANGER RING STEEL PAN DECK SAMMYX-PRESS SWIVEL (SXP) LEVEL 2 TYP. BRANCHLINE RESTRAINT 'B' 1" TEE W/ PLUG 1" PER PLAN GWB CEILING `�l DRY PENDENT DRY PENDANT (TYP.) WIDE FLANGE STEEL BEAM (BOTTOM CHORD) TOLCO FIG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO RG. 980 (4) TOLCO RG. 980 SWIVEL END SWIVEL END h WIDE FLANGE STEEL BEAM TOLCO RG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 980 SWIVEL END 1" (40) SCH. 40 BRACE PIPE TOLCO RG. 41_ PIPE CLAMP BRACE EQ3 (2) 1" SCH 40 TOE (2) 1• SCH 40 (0-4) THRD X GRV 1' SCH 40(065) THRD X GRV 4-0 APF 1• SCH 40 (0-4) I I ■■_ (2) t' GROOVED COUPUNGS 1' SCH 40(D-0) �,.�I -p- THRD X GRV A Ar IF V MILWAUKEE BB-SCS02 � •--' [[ CONTROL VALVE WITH SUPERVISORY SWITCH ,iii, WIRED FOR NORMALLY ` OPEN i%IE &1I1.1 (2)1. THIRD COUPUNGS 12' DRAIN VALVE STANDARD ELEVATOR CONTROL LOOP ELEV. MACHINE ROOM LOOP P (3-0) SCH. 40 BRACE PIPE TOLCO RG. 1001 FAST CLAMP BRACE EQ2 V MIN EXCESS PIPE THROUGH FAST CLAMP I (3) 1' SPUT RING WITH 3/8 x 3"--..- KWIK BOLT (2' MIN. EMBED) I" TEE 1' CLOSE NIPPLE W/ 1" BALL VALVE & PLUG ± • - ELEVATOR PIT F115. VERTICAL SIDEWALL BOTTTTOMOM OOOA F POIT_V. BIT V. i' x t(2' BUSHING 1' PER PLAN ELEVATOR PIT 50% REDUCED PRINTS F- U REVIEWED THE FPI CONSORTIUM, INC. X _ No Comments/No Exceptions Taken ___ Make Corrections As Noted ___ Revise and Resubmit Reviewed for general conformance with the Design Basis. This review is not intended to authorize any work not in accordance with Code. By: CPA Date: 6/3/2019 Carl Digitally signed by Carl Anderson, PE Anderson,PE Date: 2019.06.03 16:29:06 -07'00' SPRINKLER PLANS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS 5Y1.1 MANUFACTURER S.I.N. TYPE 1 MODEL I LEVEL 1 O • • RELIABLE RA1425 SSU BUSH F1FR BRZ 5.6K 1/2" RELIABLE RA1425 SSU F1FR BRZ 5.6K 1/2' REUABLE RA1414 SSP F1FR CHR CHR 5.6K 12' 155 200 155 200 155 155 TOTAL THIS LEVEL RELIABLE RA1414 SSP F1FR CHR CHR 5.6K 12' RELIABLE RA1485 VSW F1FR BRZ 5.6K 1/2" RELIABLE RA5714 DRY SSP F1FR CHR CHR 5.6K 1' 58 7 1 1 2 70 LEVEL 2 O • RELIABLE RA1425 SSU BUSH BRZ 5.8K RELIABLE RA1425 SSU FIER BRZ 5.6K REUABLE RA1414 SSP CHR CHR 5.6K 156 200 155 TOTAL THIS LEVEL 55 11 87 AF BOB BOB 130.1 BOP DOT CTS FO POW OFOW NAS ONO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK sorrow oe JOIST BOTTOM OF PLASH BOTTOM OF TRUSS CUT TO NAT FIELD ORDER !MBE FACE OF WALL OUTSIDE FACE OF WALL NO AMU. SPRINKLERS MESS Karim OTHERWISE BOO CENTERIJNE OF PiPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH PETRA CONSTRUCTION 16310 NE 80TH ST, SUITE 200 REDMOND, WA PROJECT MANAGER : OFFICE PHONE : CELL PHONE : EMAIL : SUPERINTENDENT : PHONE : EMAIL : DWAYNE POEPPEL (425) 396-4510 (425) 419-6187 DAN KING (425) 979-6434 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS I Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. 9 ICET PLAN 5"S" SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHES1380T 6700 FORT DENT WAY TUKVVILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO MATT KUNKLE LANE LUVAS 06/03/2019 2 OF 2 - 1455 BOO --� �--SMF l W14x30 SMF BEAM W14x30 W14x30 a )I BEAM W14x90 OPENTO BELOW OPEN I �I a,§ i 1 " B� q m x" 3li o 0 BOO � � `$ a 0 BOD � i � m 0 BOD � � N.A.S. ABOVE CEILING PER N SECRON � 0 ®� BOD TYP. 13(2013) 5.15.1.2 ' i •�) o R1577P.°' -- © BOD _ �i o � m 1 38W B" OUST TYP -- 3 3:- - --- -- - 9- 0 .- /1 Ill'() BALCONY •-C) -G IIIA " o p� 201 C� __ 2-- ' .3-4. ___-� 15 -_--___.- ___O ______ --__ - - __ - - -0-- __O _- __ - - - - __ - _______ - /222 --- 522 iP;Vi a O_ Set �-•- 0 5520 i .. t O -0 -' W8x-T0- G/- WfA1� _f" NA S./ gd l 10X1Z 22THt __ _ "/� J 2$761---t1 "--I_ �' !I _ I11_, - -T-- al . -/--- /- __ / / - - _____ �_ -"-- _- -__--_- - -_ _ /- / -- / --/--- a :i PER NEPA 13(20131 I (� '.1 r I ) I 0 ' ' "-' ' ' ' :2 2 ' ' ' !,SECTION8.15.5.6'-a-1 I T i ' OFFICE SPACEMEDIC ^ \ i I 207 , 04 ' 1 -7AIR-M1--' 208 n (.(2 1 - i - - _ ! * 1 ' ! / 03 i II -I x�_- F'K �/\-1 :"§ Fll $ .Cil -- 18LH BAR :01ST TVP. BAR JCNSTTYP. '-o 3 ' -` o,- 18LH BAR JOIST TYP "or �Ob !BLH BAR JOIST TYP S58_Oe 18LH BAR JOIST TYP ", �, ELEC - I .,: y'�/�--- I '-�18LH a o _ 202 +' ' Tit ^ " ,A � I I 1 5.1864 PAN DECK i 8- BARJOISTSI-BEAMS -; TBt ) 0 " p pp BOD VARIES o o pp Spp n 'oz3 5 7 I 66 STAIR #2 o" i"' A ® mN lI 1,11 - I l i We w6x10 v 25 Wl0 5. 2.5 2.5 2.5 2.5 2.5 2.5 2.5 23 / 2.5 .5 2'{M _I 25 2.2.5-1-' E.5 2.5 -25 c)-(7- 311= 7-70 2-11r06 &e Od 1 0 d1-7 52 d 0 6-2 0d 8 8 ss9 _O 8-3 ssa" ® 55 3-7 5-0 20 ---•'4iwd 3 /4 / N1 __-- � dmo o ,--- 10-8 WB 20 1 Q9o: °i m o-6-3 o2-9 1.5 -y11.5 O8 " • -.lilt o ' / 3 "'- " 72 ¢ N " - o< T T ' 7 T 9 Lit 3801 BA • OI TYP " ol 3 "Or d zm'61-18U-I F=-" z w a r Col / BAR JOIST TYP. ^ b I lit o _ `_-W14x30- ors -1514r30�'�__ µ I 6Y�:.e6i: W F® -..- h-_ - * o®"®__W7_.�®,010 _-- __r� _ _ - 136 BOD HYDRAUUCALLM MOST DEMANDING AREA: SYS# 2 DENSITY: .15 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 291 5 GPM AT 62.7 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) 5'-1" 10,3" 4'6" LEVEL 1 0 12 SCALE 3/16':7'-W FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8" BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 27" BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1' WI 6" ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 25" ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(1-1), U.N.O. 6. INSTALL BRANCH LINE RESTRAINT 45° FROM VERTICAL WITHIN 6' OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP', U.N.O. 8. OO = 1'k1/2" BUSHINGS LEVEL 2 o - 12 SCALE 3/16'1'-0' FITTER/LISTER NOTES 1. ALL BRANCHUNES TO BE INSTALLED AT 8' BOD, U.N.O. 2. ALL MAINS TO BE INSTALLED AT 23' BOD, U.N.O. 3. ALL BRANCHUNE HANGERS SHALL BE TYPE TB1 W 6• ATR, U.N.O. 4. ALL MAIN HANGERS SHALL BE TYPE TB2 W/ 21' ATR, U.N.O. 5. ALL RISER NIPPLES TO BE 1.5(0-9), U.N.O. 6. INSTALL BRANCH UNE RESTRAINT 45° FROM VERTICAL WITHIN 6" OF THE HANGER AT THE END OF THE BRANCH LINE. INSTALL AT 40 FT. INTERVALS FROM THE END OF BRANCH UNE TO THE MAIN. ARMOVERS DO NOT REQUIRE RESTRAINT. 7. ALL DROPS PER DETAIL 'FLEX DROP, U.N.O. 8. © = 1"x1/2" BUSHINGS HANGER 'TB1' MIN. 1 1/4" 3/8' ATR HANGER RING z M CONCRETE PAN DECK (MIN. 20 GA) 114'x 1 5/S' HILT( KH -EZ SCREW ANCHOR (3/5' AIR THREADS) HANGER 'K CONCRETE PAN DECK TOLCO 75 SWIVEL ATTACHMENT 3/9" ATR FROM VERTICAL SURGE CUP HANGER RING 4 HILT1 MIK BOLT KH -EZ (3/81 LEVEL 1 TYP. BRANCHLINE RESTRAINT 'A' 1" POL 1' FIELD ORDER 1' THRD ELBOW 48' EASYFIFX BRAIDED HIGH PERFORMANCE DROP SSP & ESCUTCHEON FLEX DROP (TYP.) WEBBING OF WIDE FLANGE BEAM OR RIGID FRAME (2) 14' x 1W BOLT, NUT, & WASHER (2) 1" (5-0) SCH. 40 BRACE PIPE (2) TOLCO FIG 4A FAST CLAMP BRACE EQ1 T STEEL I BEAM 3/8' AFCON 100 TOP BEAM CLAMP 9" RETAINER STRAP = 3/8' AIR HANGER 'TB2' SAMMY XP20 EXPRESS SCREW 18 GAUGE METAL DECK 3/8' AIR HANGER RING HANGER 'XP' 45. FROM VERTICAL SURGE CUP HANGER RING STEEL PAN DECK SAMMYX-PRESS SWIVEL (SXP) LEVEL 2 TYP. BRANCHLINE RESTRAINT 'B' 1" TEE W/ PLUG 1" PER PLAN GWB CEILING `�l DRY PENDENT DRY PENDANT (TYP.) WIDE FLANGE STEEL BEAM (BOTTOM CHORD) TOLCO FIG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO RG. 980 (4) TOLCO RG. 980 SWIVEL END SWIVEL END h WIDE FLANGE STEEL BEAM TOLCO RG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 980 SWIVEL END 1" (40) SCH. 40 BRACE PIPE TOLCO RG. 41_ PIPE CLAMP BRACE EQ3 (2) 1" SCH 40 TOE (2) 1• SCH 40 (0-4) THRD X GRV 1' SCH 40(065) THRD X GRV 4-0 APF 1• SCH 40 (0-4) I I ■■_ (2) t' GROOVED COUPUNGS 1' SCH 40(D-0) �,.�I -p- THRD X GRV A Ar IF V MILWAUKEE BB-SCS02 � •--' [[ CONTROL VALVE WITH SUPERVISORY SWITCH ,iii, WIRED FOR NORMALLY ` OPEN i%IE &1I1.1 (2)1. THIRD COUPUNGS 12' DRAIN VALVE STANDARD ELEVATOR CONTROL LOOP ELEV. MACHINE ROOM LOOP P (3-0) SCH. 40 BRACE PIPE TOLCO RG. 1001 FAST CLAMP BRACE EQ2 V MIN EXCESS PIPE THROUGH FAST CLAMP I (3) 1' SPUT RING WITH 3/8 x 3"--..- KWIK BOLT (2' MIN. EMBED) I" TEE 1' CLOSE NIPPLE W/ 1" BALL VALVE & PLUG ± • - ELEVATOR PIT F115. VERTICAL SIDEWALL BOTTTTOMOM OOOA F POIT_V. BIT V. i' x t(2' BUSHING 1' PER PLAN ELEVATOR PIT 50% REDUCED PRINTS F- U REVIEWED THE FPI CONSORTIUM, INC. X _ No Comments/No Exceptions Taken ___ Make Corrections As Noted ___ Revise and Resubmit Reviewed for general conformance with the Design Basis. This review is not intended to authorize any work not in accordance with Code. By: CPA Date: 6/3/2019 Carl Digitally signed by Carl Anderson, PE Anderson,PE Date: 2019.06.03 16:29:06 -07'00' SPRINKLER PLANS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS 5Y1.1 MANUFACTURER S.I.N. TYPE 1 MODEL I LEVEL 1 O • • RELIABLE RA1425 SSU BUSH F1FR BRZ 5.6K 1/2" RELIABLE RA1425 SSU F1FR BRZ 5.6K 1/2' REUABLE RA1414 SSP F1FR CHR CHR 5.6K 12' 155 200 155 200 155 155 TOTAL THIS LEVEL RELIABLE RA1414 SSP F1FR CHR CHR 5.6K 12' RELIABLE RA1485 VSW F1FR BRZ 5.6K 1/2" RELIABLE RA5714 DRY SSP F1FR CHR CHR 5.6K 1' 58 7 1 1 2 70 LEVEL 2 O • RELIABLE RA1425 SSU BUSH BRZ 5.8K RELIABLE RA1425 SSU FIER BRZ 5.6K REUABLE RA1414 SSP CHR CHR 5.6K 156 200 155 TOTAL THIS LEVEL 55 11 87 AF BOB BOB 130.1 BOP DOT CTS FO POW OFOW NAS ONO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK sorrow oe JOIST BOTTOM OF PLASH BOTTOM OF TRUSS CUT TO NAT FIELD ORDER !MBE FACE OF WALL OUTSIDE FACE OF WALL NO AMU. SPRINKLERS MESS Karim OTHERWISE BOO CENTERIJNE OF PiPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH PETRA CONSTRUCTION 16310 NE 80TH ST, SUITE 200 REDMOND, WA PROJECT MANAGER : OFFICE PHONE : CELL PHONE : EMAIL : SUPERINTENDENT : PHONE : EMAIL : DWAYNE POEPPEL (425) 396-4510 (425) 419-6187 DAN KING (425) 979-6434 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS I Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. 9 ICET PLAN 5"S" SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHES1380T 6700 FORT DENT WAY TUKVVILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO MATT KUNKLE LANE LUVAS 06/03/2019 2 OF 2