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PP - 17951 SOUTHCENTER PKWY - FIRE STATION 51 - PERMITS AND PLANS (2)
17951 SOUTHCENTER PKWY ASSOCIATED PERMITS 97-F-180 79-5-202 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. /79s-/ Sc Pr **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: TUKWILA Suite Number: Floor: Tenant Name: TUKWILA FIRE STATION Property Owner's Name: New Tenant? Yes ❑ - No Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: DANYELLE NYS Day Telephone: 425-287-8683 Company Name: RED HAWK FIRE AND SECURITY Mailing Address: 21312 30TH DRIVE SE SUITE 103 BOTHELL WA 98021 DANYELLE.NYS@REDHAWKUS.COM City State Zip E-mail Address: Fax Number: Contractor's City of Tukwila NICET III number: 89499 Business License number: BUS -0993181 Total number of new/relocated devices or sprinkler heads: 82 Devices Valuation of Project (contractor's bid price): $ 30,000.00 Scope of Work (please provide detailed information): NEW FIRE ALARM SYSTEM INCLUDING FACP INSTALL JOINT VENTURE WITH MCKINSTRY ELECTRIC 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: DANYELLE NYS PAID c 2019 Date: 9/5/2019 TUKVI1,10,MP 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.: 3 5 2 304 5Oat Site Address: -+- +c— o L1/44 PALL LV iegttie Number: Floor: Tenant Name: ( (A. L_ LAA 1 I t It.L �ii�-� O►J +-s-1 Property Owner's Name: T Z Mailing Address: CONTACT PERSON -if there are questions about the submittal. ��/ Name: 4 6 fl14 [4.1c •Irtw Day Telephone: 23—CO6<121% Al ?R t Mailing Address:,, //(10 2 i C t�� E-mail Address: Ve[-1k1k e_�µ,tt=ngc�Fi►-e Llc. Gt. A( ( /a - New Tenant? ❑ - Yes ❑ - No Company Name: City State Zip W taci NICET III number: City State Zip Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 1 �� Valuation of Project (contractor's bid price): $ -2>g? $� Scope of Work (please provide detailed information): S� S 11=1a.� f ry 1\)e,1/4) i �DiJ 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 OW R O ,ORIa.,, A NT: Signature: �/ �� / Print Name: �1 �J 71.1 C7`%//STS sf•1 PALO eEP G v 20.19 TUKWILA Day F a ep one: Date: � �(� —/1 2_63-6o6-(2.1-) Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Tukwila Fire Station 51 17951 Southcenter Parkway Permit No.: 19-S-202 Date: October 23, 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 % 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. • 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 Toss 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. • Weld stamps shall be inspected on the ground, before pipe is hung. • 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 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. All code references are NFPA 13, 2019 Edition. GAB Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4 - Lev 1) Job Job Number Design Engineer 219120 Michael Hallengren Job Name: Phone —.... FAX Tukwila Fire Station #51 (253) 377-6988 Address 1 State Certification/License Number 17915 Southcenter Parkway Address2 AHJ RA #4 - Lev 1 - Offices City of Tukwila -_ -- ----- - —. __ - Address3 - -- - Tukwila, WA 98188 Job SdetBuiairg Site System Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 1009ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.04 at 11.560 Hose Streams 250.00 Coverage Per Sprinkler 127ft2 Number 01 Sprinklers Calculated Number Of Sprinkler, Calculated 14 0 System Pressure Demand System Flow Demand 77.995 294.71 Total Demand 544.71 @ 77.995 Pressure Result +70.334 (47.4%) Supplies Check Point Gauges Node Name Flow(gpml Hose Flow(gpm) Static(psi) Residual(psi). Identifier Pressure(psil K-Factor(Kl Flow(gpm) 1 Water Supply 2500.00 250.00 150.000 122.000 III ry.iAiMAT ON STATEENCY 1 CERTIFICATE OF COMPET FIRE PROTECTION SPRINKLER SYSTEMS , Hallengren - Mtch ael Todd ;.--•• �` • •` `\L ._ ✓- ,:. . r ^� .IL --J X, �1 �1 =I _ c .1� 0-- r 7223-0107-C Level 3 L.L.C. Emerald Fire, /_Z3�y EMERAFL980 . . + , I Expires 1 1 '12131119) I2 .e .) rrrrrrr 1 Slgnaturerrrrrr Tukwila #51 - Lev 1 Water Supply at Node 1 (2500.00, 0.00, 150.000, 122.000) _t - = 11111111 `_ l!il!tii 200 = c - IIII;IU 180 160 =Static 2. Pressure 150.000 140 500.00 @ 122.000 _ 120 = a = 100 a80 = 294.71 @ 77.995 544.71 with hose streams r31°i 60 System demand curve 40 �iee( _- 20 _ P1111 11111111 l 11111111111111111 111111111 111111111 111111111 111111111 0 . bhv80�O(?000 2500 3000 3500 4000 4500 5000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:26PM Page 1 Hydraulic Summary Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4 - Lev 1) Job Job Number 219120 1 ' Design Engineer.. Michael Hallengren Job Name: Tukwila Fire Station #51 State Certification/License Number Address 1 17915 Southcenter Parkway AHJ City of Tukwila Address 2 RA #4 - Lev 1 - Offices Address 3 Tukwila, WA 98188 Job Site/Building Site Drawing Name Tukwila #51 - Lev 1 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 19.04 at 11.560 Occupancy ; Job Sulfix Ordinary Group I • Tukwila FS #51 Hose Allowance At Source 250.00 Flow(gpm) - - - Pressure . Area of Application 0.15gpm/ft2 1500ft2 (Actual 1009ft2) Additional Hose Supplies Node — -- — -- Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler 14 0 127ft2 Total Hose Streams 250.00 AutoPeak Results. Pressure For Remote Area(s) Adjacent To Most Remote Area System Flow Demand 294.71 , Total Water Required (Including Hose • 544.71 Allowance) Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 17.94 between nodes 438 and 425 Maximum Velocity Under Ground 3.05 between nodes 1 and 3 Volume capacity of Wet Pipes 415.05gal , Volume capacity of Dry Pipes Supplies Node Name Hose Flow Static (gpm)1(psi) Residual (psi) Flow Available Total Demand I Required (gpm) (psi) (gpm) (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 122.000 2500.00 148.329 544.71 77.995 70.334 Contractor Contractor Number 1 Contact Name Mike Hallengren Contact Title Des. Mgr. Name of Contractor: Emerald Fire ', Phone 1 253-857-2056 Extension 1 Address 1 11021 Cramer Rd. K.P.N. Address 2 Address 3 Gig Harbor, WA 98329 FAX E-mail Michaelh@emeraldfirellc.com Website © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:29PM Page 2 Hydraulic Graph Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4-L v Water Supply at Node 1 200 180 160 -Static 140 - Pressure 150.000 - 120 500.00 @ 122.000 a - 100 _ N- N _ N ct - o - 80 —294.71 @ 77.995 60 -544 71 with hose streams 40 System demand curve 20 -1 0 1BI W I I I I I 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 11 I 1 I 1 1 I I ( 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure --- _ - 150.000 Residual: Pressure 122.000 @ 2500.00 Available Pressure et Time of Test 148.329 @ 544.71 System DemaM - - 77.995 @ 294.71 System Demand (Including Hose Allowance al Source) 77.995 @ 544.71 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:31 PM Page 3 1e Summary Of Outflowing Devices Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4 - Lev 1) Device Actual Flow (gpm) Minimum Flow K -Factor Pressure Density (gpm) (K) (psi) (gpmpft2) Sprinkler Sprinkler Sprinkler Sprinkler 807 22.21 19.04 5.6 809 22.03 19.04 5.6 811 j _ 22.55 19.04 5.6 813 23.62 19.04 _ 5.6 Sprinkler 830 20.52 19.04 5.6 Sprinkler 831 4 23.13 19.04 5.6 Sprinkler 833 21.03 19.04 5.6 Sprinkler 836 20.12 19.04 5.6 Sprinkler837 20.00 19.04 5.6 Sprinkler 846 + 19.27 19.04 5.6 Sprinkler 847 20.45 19.04 5.6 Sprinkler 848 19.16 19.04 5.6 c> Sprinkler 849 19.04 19.04 5.6 Sprinkler 851 21.59 19.04 5.6 c Most Demanding Sprinkler Data 15.732 15.478 16.212 17.787 13.427 17.065 14.097 12.907 12.749 11.843 13.332 11.703 11.560 14.868 4 - N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A c#A, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:33PM Page 4 Node Analysis Job Number: 219120 - Tukwila FS #51 • Node Elevation(Foot) 1 Fittings Pressure(psi) Discharge(gpm) 1 -3'-6 ' S 77.995 294.71 807 10'-8% Spr(-15.732), T(5'-0) 15.732 22.21 809 10'-8'% Spr(-15.478J, T(5-0) 15.478 22.03 811 10'-8'/2 Spr(-16.212), T(5'-0) 16.212 22.55 813 10'-8Y2 Spr(-17.787), ' Spr(-13.427), T(5'-0) T(5'-0) 17.787 13.427 23.62 830 10'-11 20.52 831 10'-11 Spr(-17.065), T(5'-0) 17.065 23.13 ' 833 10'-11 Spr(-14.097), T(5'-0) Spr(-12.9071T(5'-0) 14.097 12.907 21.03 20.12 836 11'-2 837 11'-2 Spr(-12.7491 Spr(11.84 ), T(5'-0) T(5'-0) 12.749 ' 11.843 20.00; 19.27 846 11'-2 847 11'-2 Spr(-13.332), I Spr(-11.703), Spr(-11.560), S r -14.8681 T(5'-0) T(5'-0) T(5'-01 T(5'-0) 13.332 11.703 11.560 ' 14.868 ' 20.45 848 11'-2 19.16 19.04 21.59 ' 849 11'-2 851 11'-3 3 0'-6 76.054 117 21'-6 fT(10'-9%) 54.781 405 10'-84 E(2'-0) 16.127 409 10'-8Yz PO(5'-0) 16.334 412 10'-8'/2 P0(5'-0) 17.106 414 10'-8Yz PO(5'-0) 18.760 419 10'-11 P0(5'-01 14.238 425 9'-6 P0(8'-01 25.186 433 9'-6 PO(8'-0) P0(12'-31/21 P0(5'-0) ' P0(5'-0) E(2'-0) 28.685 29.510 18.002 15.001 438 9'-6 452 10'-11 465 10'-11 467 11'-2 13.235 469 11'-2 P0(5' -0I 13.463 63.729 489 6'-4'/2 519 9'-6 PO(8'-0) E(2'-0) 24.386 12.058 521 11'-2 523 11'-2 ; PO(5'-0) PO(5'-0) P0(5'-0) P0j5'-01 i 12.267 12.566 14.139 75.146 15.728 525 11'-2 528 11'-2 + 5562'-6 11'-2 5621 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:35PM Page 5 aye Hydraulic Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4 - Lev 1 Pipe Type Downstream Upstream Diameter Flow Velocity K -Factor HWC Friction Loss Length Pressure Eq. Length Summary Total Length _ Elevation Discharge Pt Pn Fittings a* Route 1 BL 1.0490 19.04 7.07 120 0.118812 0'-11'/2 Pf 0.707 849 11'-2 19.04 5.6 11.560 Sprinkler, j 5-0Pe 523 11'-2 12.267 PO(5'-0) 5-11'/2 IPv BL 1.6100 38.20 6.02 120 0.053478 5-7 : Pf 0.299 523 11'-2 19.16 12.267 Flow (q) from Route 2 Pe 525 11'-2 12.566 5'-7 Pv BL 1.6100 57.47 9.06 120 0.113857 13'-9/'Pf 1.573 525 11'-2 19.27 12.566 Flow (q) from Route 3 , Pe 528 11-2 14.139 13'-9Y2 Pv BL 1.6100 77.92 12.28 120 0.199948 T-11% Pf 1.589 528 11'-2 20.45 14.139 Flow (q) from Route 6 Pe 562 11'-2 15.728 T-11% j Pv BL 1.6100 99.51 120 0.314381 9'-3 Pf 7.942 562 11'-2 21.59 _15.68 15.728 Flow (q) from Route 9 16'-0 Pe 0.716 519 9'-6 24.386 T(8'-0), PO(8'-0) 25-3 Pv CM 2.1570 99.51 8.74 120 0.075657 10'-7 Pf 0.801 519 9'-6 24.386 Pe 425 9'-6 25.186 10'-7 Pv CM 2.1570 204.30 17.94 120 0.286292 2'-9'/2 Pf 4.323 425 9'-6 104.79 25.186 Flow (q) from Route 4 12'-3'/2 Pe 438 9'-6 29.510 PO(12'-3'/2) 15-1 Pv FM 2.6350 294.71 17.34 120 0.212733 113'-2 Pf 30.470 438 9'-6 90.41 29.510 Flow (q) from Route 10 30'-1 Pe -5.199 117 21'-6 54.781 PO(16'-5Y2), 2fE(4'-3%), fE(5-0), Z 143'-3 Pv FM 3.2600 294.71 11.33 120 0.075451 21'-7 Pf 2.382 117 21'-6 54.781 10'-0 Pe 6.566 489 6'-4V2 63.729 2fE(5'-0) 31'-7 Pv DY 4.2600 294.71 6.63 120 0.020503 47'-8 ' Pf 9.748 489 6'-4'/2 63.729 135-1% Pe 1.670 556 2'-6 75.146 ALV(26'-4), GV(2'-7%), PO(26'-4 182'-9'/2 Pv ), 9fE(6'-9V2), fT(16'-0), PIV(2'-7 Y2), BFP(-6.000) ! 1 FR 6.3570 294.71 2.98 150 0.001932 ! 2'-0 I Pf 0.037 556 2'-6 75.146 17'-1 ; Pe 0.872 3 0'-6 76.054 LtE(17'-1) 1 19-1 Pv UG 6.2800 294.71 3.05 140 0.002329 69'-9Y2 Pf 0.207 3 0'-6 76.054 18'-11 Pe 1.734 1 -3'-6 77.995 LtE(14'-2), GV(4'-8Y2), S 88'-81Pv 250.00 Hose Allowance At Source 1 544.71 Gil Route 2 BL 1.0490 19.16 7.11 120 0.120171 0'-11'/2 Pf 0.355 848 11-2 19.16 5.6 11.703 Sprinkler, 2'-0 Pe 521 11'-2 12.058 E(2'-0) 2'-11'/2 Pv BL 1.6100 19.16 3.02 120 0.014919 14'-0 Pf 0.209 521 11'-2 12.058 Pe 523 11'-2 12.267 14'-0 Pv Gil Route 3 BL 1.0490 19.27 7.15 120 0.121497 0'-11'/2 Pf 0.723 846 11'-2 19.27 5.6 11.843 Sprinkler, 5-0 Pe 525 11'-2 12.566 PO(5'-0) p 5'-11'/2 Pv MOP Route 4 BL _ 1.0490 20.00 7.42 120 0.130077 0'-6 Pf 0.714 837 11'-2 20.00 5.6 12.749 Sprinkler, 5-0 Pe 469 11'-2 13.463 PO(5-0) 5-6 Pv BL 1.6100 40.11 6.32 120 0.058548 7-4'/2Pf 0.667 469 11'-2 20.12 13.463 Flow (q) from Route 5 4'-0 Pe 0.108 419 10'-11 14.238 2LtE(2'-0) 11'4% Pv BL 1.6100 60.63 9.56 120 0.125732 6-1 1 Pf 0.762 419 10'-11 20.52 14.238 Flow (q) from Route 7 Pe 465 10'-11 15.001 6'-1 I Pv BL 1.6100 81.66 12.87 120 0.218088 13'-9 Pf 3.001 465 10'-11 21.03 15.001 Flow (q) from Route 8 Pe 452 10'-11 18.002 13'-9 Pv ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:37PM Page 6 1e Hydraulic Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4 - Lev 1) Pipe Type Diameter Flow _Velocity HWC K -Factor Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge Upstream BL 1.6100 104.79 16.51 120 18.002 25.186 0.345963 j 9'-0 Pf 6.577 10'-0 Pe 0.608 19'-0 Pv 452 10'-11 23.13 425 9'-6 Flow (q) from Route 13 LtE(2'-0), PO(8'-0) o Route 5 BL 1.0490 20.12 7.47 120 0.131566 0'-6 ' Pf 0.327 2'-0 Pe 2'-6 Pv 836 11-2 20.12 467 11'-2 5.6 12.907 13.235 Sprinkler, E(2'-0) BL 1.6100 20.12 3.17 120 13.235 13.463 0.016333 14'-0 Pf 0.229 Pe 14'-0'Pv 467 11'-2 469 11'-2 Route 6 BL 1.0490 20.45 7.59 120 0.135562 0'-111/2 Pf 0.807 5-0 Pe 5'-11'/2'Pv 847 11-2 20.45 528 11'-2 5.6 13.332 14.139 Sprinkler, PO(5-0) ea Route 7 BL 1.0490 20.52 7.62 120 0.136463 0'-11'/2Pf 0.811 5-0 Pe 5-11'/2 Pv 830 10'-11 20.52 419 10'-11 5.6 13.427 14.238 Sprinkler, P0(5'-0) o Route 8 BL 1.0490 21.03 7.81 120 0.142746 j 1'-4 I Pf 0.904 5-0 Pe 6'-4 Pv 833 10'-11 21.03 465 10'-11 5.6 14.097 15.001 Sprinkler, PO(5'-0) o Route 9 BL 1.0490 21.59 8.02 120 0.149956 0'-6 Pf 0.826 5-0 Pe 0.034 5'-6 Pv 851 11'-3 21.59 562 11'-2 5.6 14.868 15.728 Sprinkler, PO(5'-0) so Route 10 BL 10490 22.03 8.18 120 0.155636 Sprinkler, PO(5'-0) 0'-6 Pf 0.856 5'-0 Pe 5-6 Pv 809 10'-8'/2 22.03 409 10'-8Y2 5.6 15.478 16.334 BL 1.6100 44.24 6.97 120 0.070181 11'-0 Pf 0.772 Pe 11'-0 Pv 409 10'-812 22.21 412 10'-81/2 16.334 17.106 Flow (q) from Route 11 BL 1.6100 66.79 10.53 120 0.150363 11'-0 Pf 1.654 Pe 11'-0 Pv 412 10'-812 22.55 414 10'-812 17.106 18.760 Flow (q) from Route 12 BL 1.6100 90.41 14.25 120 0.263269 13'-9 Pf 9.408 22'-0Pe 0.517 35-9 IPv 414 10'-812 23.62 433 9'-6 18.760 28.685 Flow (q) from Route 14 3LtE(2'-0), T(8'-0), PO(8'-0) CM 2.1570 90.41 7.94 120 0.063356 0'-812 Pf 0.824 12'-3'/2 Pe 13'-0 Pv 433 9'-6 438 9'-6 28.685 29.510 PO(12'-3'/2) w Route 11 BL 10490 22.21 8.25 120 0.157993 Sprinkler, E(2'-0) f 0'-6 Pf 0.395 2'-0 Pe 2'-6112v 807 10'-8'/2 22.21 405 10'-812 5.6 15.732 16.127 BL 1.6100 22.21 3.50 120 0.019614 10'-7 Pf 0.207 Pe 10'-7 I Pv 405 10'-812 409 10'-812 16.127 16.334 ON Route 12 BL 10490 22.55 8.37 120 0.162456 0'-6 I Pf 0.894 5-0 Pe 5-6IPv 811 10'-8'/2 22.55 412 10'-8'/2 5.6 16.212 17.106 Sprinkler, PO(5'-0) GI Route 13 BL 10490 23.13 8.59 120 0.170339 0'-6 Pf 0.937 5-0 1 Pe 5-6 Pv 831 10'-11 23.13 452 10'-11 5.6 17.065 18.002 Sprinkler, PO(5'-0) = Route 14 BL 10490 23.62 8.77 120 0.176994 0'-6 Pf 0.973 5-0 Pe 5'-6 Pv 813 10'-8'/2 23.62 414 10'-8'/2 5.6 17.787 18.760 Sprinkler, PO(5'-0) Equivalent Pipe Lengths of Valves and Fittings (G=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:37PM Page 7 Pipe Type_ Downstream Upstream Diameter Flow Velocity HWC Elevation Discharge K -Factor Pt Pn Friction Loss Fittings Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4 - Lev 1) Pipe Type Legend Units Legend Length Pressure Eq. Length Summary Total Length Fittin Is Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 22% Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [j © M.E.P.CAD, Inc.AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:37PM Page 8 X99 Flow Diagram (Current View) Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (4 - Lev 1) ©M.E.P.CAD, Inc. EIJ AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:20:41 PM Page 9 Hydraulic Overview Job Number: 219120 - Tukwila FS #51 • c Ifn lnaN (-0rni In I F3 - Job Job Number Design Engineer 219120 Michael Hallengren Job Name: Phone FAX - Tukwila Fire Station #51 . (253) 377-6988 Address 1 State CertillcaliomLicense Number 17915 Southcenter Parkway Address 2 ---- AHJ RA #3 - Lev 1 - Training City of Tukwila f _ Job Site/Building Address 3 Tukwila, WA 98188 Site System .... Density 0.15gpm/ft2 , Area of Application 1500ft2 (Actual 963ft2) Most Demanding Spnnkler Data 5.6 K -Factor 17.25 at 9.489 Hose Streams 250.00 Coverage Per Sprinkler 115ft2 Number Of Sprinklers Calculated Number OI SpeHkers Calculated 11 0 System Pressure Demand 58.787 System Fbw Demand 215.01 Total Deman 465.01 @ 58.787 Pressure Result +89.967 (60.5%) Supplies Check Point Gauges Node Name Flow(gpml Hose Flow(gpml Static(psi) Residual(psi) Identifier Pressure(osi) K-Factor(Kl Flow(opm) 1 Water Supply 2500.00 250.00 150.000 122.000 .p -- - - ,-; f ; „4-� qqiil U , `L1�11 V L WASHINGTON STATE CERTIFICATE OF COMPETENCY _ FIRE PROTECTION SPRINKLER SYSTEMS Michael Todd Hallengren 7223-0107-C Level3 Emerald Fire, L.L.C. EMERAFL98 j i , -� �) xpires % '1/ t 12131119 Signature � ■ J Tukwila #51 - Lev 1 Water Supply at Node 1 (2500.00, 0.00, 150.000, 122.000) XVI _l111li1!11il —I111I11111i -E131111111 Pressure, psi p� p� ,p r O 6 O O O O O O O F.13 :IIIIII11111 21ii1 Static Pressure 150.000 500.00 1©i 122.000 215.01 @ 58.787 X1.1 11465.01 with hose streams • It System demand curve J�111111111 1111111111 II I II 1111 WHIM 111.111 I lJ 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V b 3D"T'>0C?°°° 2500 3500 4000 4500 5000 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:16PM Page 1 111 Hydraulic Summary Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group 1 (3 - Job Job Numbe Design Engineer 219120 Michael Hallengren Job Name: State Certification/License Number Tukwila Fire Station #51 Address 1 AHJ 17915 Southcenter Parkway City of Tukwila Address 2 RA #3 - Lev 1 - Training Job Site/Building Site Address 3 Tukwila, WA 98188 Drawing Name Tukwila #51 - Lev 1 System Remote Area(s) Most Demanding Spnnkler Data 5.6 K -Factor 17.25 at 9.489 Occupancy Ordinary Group I Job Suffix Tukwila FS #51 Hese Allowance At Source 250.00 Pressure I Area of Application 0.15gpm/ft2 ' 1500ft2 (Actual 963ft2) Additional Hose Supplies Node Flow(oom) . Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler 11 0 115ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Renate Area Left: 58.787 Right: 58.787 Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 215.01 465.01 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 15.79 between nodes 342 and 717 Maximum Velocity Under Ground 2.23 between nodes 1 and 3 Volume capacity of Wet Pipes 415.05gal Volume capacity af Dry Pipes Supplies Node Hose Flow 1 Static Residual Flow Name (gpm) (psi) (psi) og (gpm) Available Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 Water Supply 250.00 150.000 122.000 1 2500.00 148.753 465.01 58.787 89.967 Contractor Contractor Number Contact Name Contact TIM 1 Mike Hallengren Des. Mgr. Name of Contractor: Emerald Fire Phone Extension 253-857-2056 Address 1 11021 Cramer Rd. K.P.N. FAX Address 2 } E-mail --_. Michaelh@emeraldfirellc.com Address 3 web -Site Gig Harbor, WA 98329 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:18PM Page 2 Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (3 - Lev 1 Water Supply at Node 1 200 180 160 -Static 140 Pressure 150.000 = 120 500.00 @ 122.000 E -_ 100 w - 1n - d a` - 80 6_215.01 © 58.787 : 465.01 with hose streams 40 1 tem demand curve 20 MI 111111111 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I M I I 1 I I 0 (kto 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static- Pressure 150.000 Residual: Pressure 122.000 @ 2500.00 Available Pressure at Time of Test 148.753 @ 465.01 _--. System Deman 58.787 @ 215.01 System Demand (Mdudig Hese Allowance at Source) 58.787 @ 465.01 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:20PM Page 3 Summary Of Outflowing Devices Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group 1(3 - Lev 1) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor Pressure Density (K) (psi) (gpmpft2) Sprinkler Sprinkler Sprinkler _Sprinkler Sprinkler 679 17.46 680 17.25 694 17.71 695 }} 17.50 706 18.39 Sprinkler 707 18.17 17.25 17.25 17.25 Sprinkler 717 20.03 Sprinkler 718 19.79 Sprinkler 742 22.89 Sprinkler 744 23.13 Sprinkler 746 i 22.69 e4> Most Demanding Sprinkler Data 17.25 17.25 17.25 17.25 17.25 17.25 17.25 17.25 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 9.725 9.489 10.004 9.762 10.783 10.523 12.795 12.489 16.711 17.058 16.423 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:22PM Page 4 Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (3 - Lev 1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1r 679 680 694 695 706 707 717 718 742 744 746 3 -3'-6 S 11'-2 Spr(-9.725 11'-2 Spr( 9.489) 11'-2 Spr(-10.004) 11'-2 Spr(-9.762) 11'-2 Spr(-10.783) 11'_2 Sp�10.5 ) 11'-2 r Spr(2.795) 11'-2 ' Spr(-12.489) 58.787 9.725 9.489 10.004 9.762 10.783 10.523 215.01 17.46 17.25 17.71 17.50 18.39 18.17 11'-2 : Spr(-16.711), T(5'-0) 11'-2 Spr(-17.058), T(5'-0) 11'-2 Spr(-16.423), T(5-0) 117 333 342 404 406 408 433 438 439 489 556 0'-6 21'-6 fT(10'-9'%) 9'-6 PO(6'-0) 9'-6 PO(6'-0) 12.795 20.03 12.489 16.711 17.0_5134 16.423 56.937 19.79 22.89 23.13 22.69 38.389 11'-2 PO(5-0) 11'-2 PO(5'-0) 18.380 18.803 17.994 11'-2 Ef2'-0) PO(8'-0) _ 9'-6 PO(12'-3'/A) 17.326 17.129 6'-4Y2 2'-6 26.087 26.584 26.533 46.284 56.045 �fj © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:24PM Page 5 Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (3 - Lev 1) Pip yr pe Downstream Upstream _ Diameter Elevation Flow Discharge Velocity K -Factor HWC_ Pt Friction Loss Length Pressure Length Summary Length _ Pn Fittings Eq. (Total Route 1 BL 1.3800 17.25 3.70 120 0.026032 10'-6 Pf 0.273 680 11'-2 17.25 5.6 9.489 Sprinkler Pe 695 11'-2 9.762 10'-6 Pv BL 1.3800 34.75 7.45 120 0.095089 8'-0 Pf 0.761 695 11'-2 17.50 5.6 9.762 Sprinkler j Pe 707 11'-2 10.523 ' 8'-0 Pv BL 1.3800 52.91 11.35 120 0.207025 5-6 Pf 1.967 707 11'-2 18.17 5.6 10.523 Sprinkler Pe 718 11'-2 12.489 9'-6 Pv BL 1.3800 72.70 15.59 120 0.372660 5'-101/2 Pf 5.175 718 11'-2 19.79 5.6 12.489 Sprinkler, 8'-0 Pe 0.716 333 9'-6 18.380 LtE(2'-0), PO(6'-0) 13'-10% Pv FM 2.1570 72/0 6.38 120 0.042332 10'-0 Pf 0.423 333 9'-6 18.380 I Pe 342 9'-6 18.803 10'-0' Pv FM 2.1570 146.30 12.84 120 0.154347 43'-1 Pf 7.730 342 9'-6 73.60 18.803 Flow (q) from Route 2 7'-0 Pe 439 9'-6 26.533 2fE(3'-6) 50'-1 Pv FM 2.6350 146.30 8.61 120 0.058230 0'-101/2 Pf 0.050 439 9'-6 26.533 Pe 438 9'-6 26.584 0'-10Y2 Pv FM 2.6350 215.01 12.65 120 0.118718 113'-2 Pf 17.004 438 9'-6 68.72 26.584 Flow (q) from Route 3 30'-1 Pe -5.199 117 21'-6 38.389 PO(16'-51/2), 2fE(4'-31/2), fE(5'-0), Z 143'-3 Pv FM 3.2600 215.01 8.26 120 0.042106 21'-7 Pf 1.329 117 21'-6 38.389 10'-0 Pe 6.566 489 6'-41/2 46.284 2fE(5'-0) 31'-7 Pv DY 4.2600 4.84 120 0.011442 47'-8 Pf 8.091 489 6'-41/2 __215.01 46.284 135'-1% Pe 1.670 556 2'-6 56.045 ALV(26'-4), GV(2'-7V2), PO(26'-4 182'-9'/21Pv ), 91E(6'-91/2), fT(16'-0), PIV(2'-7 1/2), BFP(-6.000) FR 6.3570 215.01 2.17 150 0.001078 2'-0 Pf 0.021 556 2'-6 56.045 17'-1 Pe 0.872 3 0'-6 56.937 LtE(17'-1) 19'-11Pv 'UG 6.2800 215.01 2.23 140 0.0013.0.0__ 69'-91/2 Pf 0.115 3 0'-6 56.937 18'-11 Pe 1.734 1 -3'-6 58.787 LtE(14'-2), GV(4'-8%), S 88'-81Pv 250.00 Hose Allowance At Source 1 465.01 v Route 2 BL 1.3800 17.46 3.75 120 0.026631 10'-6 Pf 0.280 679 11'-2 17.46 5.6 9.725 Sprinkler Pe 694 11'-2 10.004 10'-6 Pv BL 1.3800 35.18 7.55 120 0.097275 8'-0 Pf 0.778 694 11'-2 17.71 5.6 10.004 Sprinkler Pe 706 11'-2 10.783 8'-01 Pv BL 1.3800 53.56 11.49 120 0.211773 9'-6 Pf 2.012 706 11'-2 18.39 5.6 10.783 Sprinkler Pe 717 11'-2 12.795 9'-6 Pv BL 1.3800 73.60 15.79 120 0.381171 5-101/2 Pf 5.293 717 11'-2 20.03 5.6 12.795 Sprinkler, 8'-0 Pe 0.716 342 9'-6 18.803 LtE(2'-0), PO(6'-0) 13'-10Y IPv Gilt Route 3 BL 1.0490 22.69 8.42 120 0.164406 0'-6 I Pf 0.903 746 11'-2 22.69 5.6 16.423 Sprinkler, 5-0 Pe 406 11'-2 17.326 PO(5'-0) 5-6 Pv BL 1.6100 45.59 7.18 120 0.074175 9'-0 Pf 0.668 406 11'-2 22.89 17.326 Flow (q) from Route 4 Pe 404 11'-2 17.994 9'-0 Pv BL 1.6100 68.72 10.83 120 0.158475 28'-61/2 Pf 7.378 404 11'-2 23.13 17.994 Flow (q) from Route 5 18'-0 Pe 0.716 433 9'-6 26.087 T(8'-0), LtE(2'-0), PO(8'-0) 46'-61/2IPv ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:26PM Page 6 Hydraulic Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group 1 (3 - Lev 1) Pipe Type Flow Velocity HWC Friction Loss - Length Pressure _Diameter Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length ,Summary CM 2.1570 68.72 6.03 120 0.038138 0'-8'/ Pf 0.496 433 9'-6 26.087 12'-3'/2 Pe 438 9'-6 26.584 PO(12'-3'/z) 13'-0 Pv op Route 4 BL 1.0490 22.89 8.50 120 0.1670720'-6 Pf 0.418 742 11-2 22.89 5.6 16.711 Sprinkler, 2'-0 Pe 408 11'-2 17.129 E(2'-0) 2'-6 Pv BL 1.6100 22.89 3.61 120 0.020741 9'-61/2 Pf 0.198 408 11'-2 17.129 Pe 406 11'-2 17.326 I 9'-6V2 Pv ea Route 5 BL 1.0490 23.13 8.59 0.170280 0'-61 Pf 0.936 _ _120 744 11'-2 23.13 5.6 17.058 Sprinkler, 5-0 i Pe 404 11'-2 17.994 PO(5'-0) 5-6 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 487 Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor 1 Pipe Type Legend t Units Legend t Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Eel 11V4 Elbow Ee2 22'/� Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:26PM Page 7 Flow Diagram (Current View) Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (3 - Lev 1) © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:18:30PM Page 8 Hydraulic Overview Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group II (2 - Mech Room Gott _-.. Job Number Design Engineer 219120 Michael Hallengren Job Name Phone FAT Tukwila Fire Station #51 (253) 377-6988 Address 1 Slate Cerbficatim!License Number 17915 Southcenter Parkway Address AHJ RA #2 - Lev 2 - Mech Room City of Tukwila Address 3 Job Site/Building Tukwila, WA 98188 Site System Density Area of Application 0.20gpm/ft2 1500ft2 (Actual 1162ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K -Factor 23.20 at 17.163 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated Number Of Spmidem Calculated 116ft2 13 0 System Pressure Demand System Flow Demand 108.155 400.36 Total Demand Pressure Result 650.36 @ 108.155 ' +39.526 (26.8%) Supplies Check Point Gauges Node Name Flow(gpml Hose Flow(opml Static(psi) Residual(osi) Identifier Pressure(psi) K-Factor(K1 Flow(gpml 1 Water Supply 2500.00 250.00 150.000 122.000 _ ',. '.. a, i - ) WASHINGTON STATE CERTIFICATE GF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Michael Todd Hallengren 'n - k.' ,. ,- -i U rt 7223-0107-C Emerald Fire, EMERAFL9: ,i Level 3 L. r 9.Y3. fS t I '` ' iree —a�l�YAit / t 12/31/19 Tukwila #51- Leer 1 ' Water Supply at Node 1 (2500.00, 0.00. 150.000, 122.000) 200 =i, iiiiiiiiiil 54 __ ER ;t71 180 160 I I 140 tatic Pressure 150.000 120 500.00 @ 122.000 _ a 100 400.36 650.36 @ with 108.155\ hose streams 2 N In E 80 60 System demand curve 40 20 0 M1111111111111 111111111 111111111 1111111k1 111111111 111 111 1 1 1 11 1 1 1 1 1 1 1 ._ �•.i. 5tW-T50t?°°° 2500 3000 3500 4000 4500 5000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:45PM Page 1 Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group II (2 - Mech Room) Job Job Number 219120 Job Name: Tukwila Address 1 17915 Southcenter Address 2 RA #2 - Design Engineer Michael Hallengren Fire Station #51 i State Certification/License Number Parkway AHJ City of Tukwila Lev 2 - Mech Room Job Site/Building Site Address 3 Tukwila, WA 98188 Drawing Name Tukwila #51 - Lev 1 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 23.20 at 17.163 Occupancy Ordinary Group II Job Rutty Tukwila FS #51 + Areaof Application 1500ft2 (Actual 1162ft2) Hose Allowance At Source 250.00 Pressure 0.20gpm/ft2 Additional Hose Supplies Node Flow(am) Number Of Sprinklers 13 AutoPeak Results: Calculated Number Of Nozzles Calculated 0 Coverage Per Sprinkler 116ft2 Pressure Fos Renate Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 400.36 Total Water Required (Including Hose Allowance) 650.36 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 38.28 between nodes 125 and 128 Maximum Velocity Under Ground 4.15 between nodes 1 and 3 Volume capacity of Wet Pipes 415.05gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand Required (psi) oe (gpm) (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 122.000 1 2500.00 147.681 650.36 1 108.155 39.526 Contractot' Contractor Number 1 Name o/ Contractor. Emerald Fire Contact Name Contact Title Mike Hallengren Des. Mgr. PhoneExtension 253-857-2056 Address 1 11021 Cramer Address 2 Address 3 Gig Harbor, Rd. K.P.N. ' FAX E-mail Michaelh@emeraldfirellc.com WA 98329 Web.Sue © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:48PM Page 2 fid - Hydraulic Graph Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary GrouD II (2 - Mech Room Water Supply at Node 1 200 180 160 -Static 140 Pressure 150.000 - 500.00 @ 122 000 120 = I _ 400.36 650.36 @ 108.155 with hose streams z 100 - u) _ u) - d _ a - 80 - jSystem demand curve 60 40 201 1EI 111111111 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 0 ( 1000 1500 2000 2500 3000 4000 4500 5000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static'. Pressure 150.000 Resdual: Pressure 122.000 @ 2500.00 Available Pressure at Time of Test 147.681 @ 650.36 _ System Demand 108.155 @ 400.36 System Demand (Including Hose Allowance at Source) 108.155 @ 650.36 �y ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:50PM Page 3 Summary Of Outflowing Devices Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group II (2 - Mech Room) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor Pressure Density (K) (psi) (gpmpft2) et> Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 601 602 _ 609 614 617 622 Sprinkler 627 Sprinkler 628 Sprinkler 633 Sprinkler 636 Sprinkler 641 Sprinkler 646 Sprinkler 647 b Most Demanding Sprinkler Data 23.20 23.57 23.91 24.73 26.82 28.80 31.49 33.36 34.48 35.36 37.36 38.97 38.30 23.20 23.20 23.20 23.20 23.20 23.20 23.20 23.20 23.20 23.20 23.20 23.20 23.20 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 17.163 N/A 17.716 N/A 18.233 N/A 19.502 N/A 22.946 N/A 26.444 N/A 31.621 N/A 35.493 N/A 37.908 N/A 39.863 N/A 44.519 N/A 48.431 N/A 46.787 N/A [j ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:52PM Page 4 119 Node Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group 11 (2 - Mech Room) Node 1 601 602 609 Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) -3'-6 S 23'-5'/z Spr(-17.163 23'-7'/a Spr(-17.716) 23'-7% Spr(-18.233) 614 ; 23'-7'/2 Spr(-19.502) 617 ; 23'-7% Spr(-22.943 622 23'-71/2 Spr(-26.444) 627 23'-7V2 Spr(-31.621) 6281 23'-7'% Spr(-35.49 633 23'-7'/2 S r(-37.908) 636 23'-7'/2 Spr(-39.863) 6411, 23'-7'/2 Spr(-44.519) 646 23'-7'h _ Spr(-48.431) 108.155 400.36 17.163 23.20 17.716 23.57 18.233 23.91 19.502 24.73 22.946 26.82 647 23'-5Y: Spr(-46.787) 3 0'-6 7 26.444 28.80 31.621 31.49 35.493 33.36 37.908 34.48 39.863 35.36 44.519 37.36 48.431 38.97 46.787 38.30 106.057 22'-10 Et' -0) _ 19.060 29 42 46 57 67 70 73 80 84 97 104 125 128 140 142 489 556 22'-10 22'-10 22'-10 22'-10 22'-10 22'-10 22'-10 22'-10 22'-10 22'-10 22'-10 22'-10 21'-6 22'-10 22'-10 22'-10 6-4% 2'-6 PO(5'-0) 19.072 PO(5'-0) _ 19.616 PO(5'-0) -. _ 20.952 PO(F-0) 24.577 PO(5'-0) _ 28.257 PO(5'-0) PO(5'-0) 33.699 37.768 36.229 PO(5-0) _ 40.304 PO(5'-0) PO(5'-0) 42.357 45.711 47.245 PO(10'-0) 81.532 f (8 ) PO(5'-0) 54.219 51.351 E(2'-0) 51.296 90.845 105.120 6, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:53PM Page 5 €�9 Hydraulic Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group II (2 - Mech Room) Pipe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length ,Summary I Total Length j Elevation Discharge K -Factor Pt Pn Fittings 01. Route 1 SP 1.0490 23.20 8.61 120 0.171249 3'-6 Pf 1.626 601 23'-5'2 23.20 5.6 17.163 Sprinkler, 6'-0 Pe 0.271 7 22'-10 19.060 3E(2'-0) 9'-6 Pv BL 1.6100 23.20 3.66 120 0.021260 0'-6Y2 Pf 0.012 7 22'-10 19.060 Pe 8 22'-10 19.072 O'-61/2 Pv BL 1.6100 46.77 7.37 120 0.077779 J 7'-0 Pf 0.544 8 22'-10 23.57 19.072 Flow (q) from Route 2 Pe 29 22'-10 19.616 7'-0 Pv BL 1.6100 70.68 11.14 120 0.166971 8'-0 Pf 1.336 29 22'-10 23.91 19.616 Flow (q) from Route 3 Pe 42 22'-10 20.952 8'-0 Pv BL 1.6100 95.41 15.04 120 0.290860 8'-51/2 Pf 3.625 42 22'-10 24.73 20.952 Flow (q) from Route 4 4'-0 Pe 46 22'-10 24.577 2LtE(2'-0) 12'-5Y2 Pv BL 1.6100 122.24 19.26 120 0.459982 8'-0 Pf 3.680 46 22'-10 26.82 24.577 _ Flow (q) from Route 5 Pe 57 22'-10 28.257 8'-0 Pv BL 1.6100 151.04 23.80 120 0.680307 8'-0 Pf 5.442 _ 57 _ 22'-10 28.80 28.257 Flow (q) from Route 6 Pe 67 22'-10 33.699 8-0 1 Pv BL 1.6100 182.53 28.76 120 0.965737 2-71/2 Pf 2.530 67 22'-10 31.49 33.699 Flow (q) from Route 7 Pe 73 22'-10 36.229 2'-71/2 Pv BL 2.0670 182.53 17.45 120 0.286018 5'-41/2 1 Pf 1.539 73 22'-10 36.229 i Pe 70 22'-10 37.768 5'-412 .Pv BL 2.0670 215.89 20.64 120 0.390182 6'-6 ' Pf 2.536 _ 70 22'-10 33.36 37.768 Flow (q) from Route 8 Pe 80 22'-10 40.304 6-6 Pv BL 2.0670 250.37 23.94 120 0.513230 4'-0 Pf 2.053 80 22'-10 34.48 40.304 Flow (q) from Route 9 Pe 84 22'-10 42.357 4'-0 Pv BL 2.0670 285.72 27.32 120 0.655308 5'-11/2 Pf 3.355 84 22'-10 35.36 42.357 Flow (q) from Route 10 Pe 97 22'-10 45.711 5'-11/2 Pv BL 2.1570 285.72 25.09 120 0.532480 2'-1012 Pf 1.534 97 22'-10 45.711 Pe 104 22'-10 47.245 2'-101/2 Pv BL 2.1570 323.09 28.37 120 0.668417 1'-11 Pf 6.974 104 22'-10 37.36 47.245 Flow (q) from Route 11 8'-6 Pe 128 22'-10 54.219 fT(8,-6) I 10'-5 Pv BL 2.0670 400.36 38.28 120 1.223173 6-10'2 Pf 26.738 128 22'-10 77.28 54.219 Flow (q) from Route 12 15'-0 Pe 0.575 125 21'-6 81.532 E(5'-0), PO(10'-0) 21'-101/2 Pv FM 3.2600 400.36 15.39 120 0.132992 15'-8 Pf 2.747 125 21'-6 81.532 5-0 Pe 6.566 489 6'-41/2 90.845 fE(5'-0) 20'-8 Pv DY 4.2600 400.36 9.01 120 0.036139 47'-8 Pf 12.605 489 6'-4'/2 90.845 135'-11/2 Pe 1.670 556 2'-6 105.120 ALV(26'-4), GV(2'-71/2), PO(26'-4 182'-9'/2IPv ), 9fE(6'-9'/2), fT(16'-0), PIV(2'-7 '/2), BFP(-6.000) FR 6.3570 400.36 4.05 150 0.003405 2'-0 Pf 0.065 556 2'-6 105.120 17'-1 Pe 0.872 3 0'-6 106.057 LtE(17'-1) 19'-1 Pv UG 6.2800 400.36 4.15 140 0.004105 69'-91/2 Pf 0.364 3 0'-6 106.057 18'-11 Pe 1.734 1 -3'-6 108.155 LtE(14'-2), GV(4'-8'2), S 88'-8 Pv 250.00 Hose Allowance At Source 1 650.36 iiii Route 2 SP 1.0490 23.57 8.75 120 0.176346 0'-9'/z Pf 1.019 602 23'-7%2 23.57 5.6 17.716 Sprinkler, 5'-0 I Pe 0.337 8 22'-10 19.072 PO(5'-0) 5'-9'2 Pv ell Route 3 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:55PM Page 6 g�9 Hydraulic Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group II (2 - _ Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings Eq. Length Summary Total Length SP 1.0490 23.91 8.88 120 0.181101 0'-9Yz Pf 1.046 609 23'-7Y2 23.91 29 22'-10 5.6 18.233 19.616 Sprinkler, PO(5-0) 5'-0 Pe 0.337 5'-9Yz Pv Gib Route 4 SP 1.0490 24.73 9.18 120 0.192727 0'-91/2 Pf 1.113 614 23'-71/2 24.73 42 22'-10 5.6 19.502 20.952 Sprinkler, PO(5'-0) 5-0 Pe 0.337 5-9% Pv GI Route 5 SP 1.0490 26.82 9.96 120 0.224013 0'-9% Pf 1.294 5-0 Pe 0.337 5-9% Pv 617 23'-7'% 26.82 46 22'-10 5.6 22.946 24.577 Sprinkler, PO(5'-0) tab Route 6 SP 1.0490 28.80 10.69 120 0.255433 0'-9Yz Pf 1.476 5-0 Pe 0.337 5'-9% Pv 622 23'-71/2 28.80 57 22'-10 5.6 26.444 28.257 Sprinkler, PO(5-0) w Route 7 _ SP 1.0490 31.49 11.69 120 0.301372 0'-91/2 Pf 1.741 627 23'-7Y: 31.49 67 22'-10 5.6 31.621 33.699 Sprinkler, PO(5'-0) 1 5'-0 Pe 0.337 5-9''/ Pv J Route 8 _SP 1.0490 33.36 12.39 120 0.335359 0'-9% Pf 1.937 5-0 , Pe 0.337 5-9% Pv 628 23'-7Yz 33.36 70 22'-10 5.6 35.493 37.768 Sprinkler, PO(5'-0) ea Route 9 SP 1.0490 34.48 12.80 120 0.356409 0'-9'/: • Pf 2.059 633 23'-7Y: 34.48 80 22'-10 5.6 37.908 40.304 Sprinkler, PO(5-0) 5'-0 Pe 0.337 5'-9'% 1Pv OD Route 10 SP 10490 35.36 13.13 120 0.373379 0'-9Y:Pf 2.157 636 23'-7Y 35.36 84 22'-10 5.6 39.863 42.357 Sprinkler, PO(5'-0) 5'-0 Pe 0.337 5'-9Y/ Pv v Route 11 SP 10490 37.36 13.87 120 0.413554 0'-9'/: Pf 2.389 641 23'-7Yz 37.36 104 22'-10 5.6 44.519 47.245 Sprinkler, PO(5'-0) 5-0 Pe 0.337 5-9Y%,Pv w Route 12 BL 10490 38.30 14.22 120 0.433000 3'-9''A Pf 4.239 6'-0 Pe 0.271 9'-9'/:1Pv 647 23'-5V2 38.30 142 22'-10 5.6 46.787 51.296 Sprinkler, 3E(2'-0) BL 1.6100 38.30 6.04 120 0.053755 1'-0 Pf 0.054 Pe 1'-0 Pv 142 22'-10 140 22'-10 51.296 51.351 BL 1.6100 77.28 12.18 120 0.196923 6'-1 Pf 2.869 5-6 Pe 14.-7 .Pv 140 22'-10 38.97 128 22'-10 51.351Flow 54.219(T(8'_6) (q) from Route 13 Q Route 13 SP 10490 38.97 14.47 120 0.447057 0'-9'% Pf 2.583 5-0 Pe 0.337 5'-9/ 1Pv 646 23'-7'% 38.97 140 22'-10 5.6 48.431 51.351 Sprinkler, PO(5'-0) Equivalent Pipe Lertzjtlts of Valves and Fittings (C=120 only) 11 C Value Multiplier Actual Inside Diameter 487 Value Of C 100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:55PM Page 7 Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group II (2 - Mech Room) Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC Friction Loss Length Pressure K -Factor Pt Pn Fittings Eq. Length Summary Total Length Pipe Type Legend Units Legend ttings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:55PM Page 8 Flow Diagram (Current View) Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group II (2 - Mech Room) k6,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:23:59PM Page 9 TOLBraceTM Seismic Bracing Calculations Project Address: Tukwila Fire Station #51 Contractor: FIRECAD Address: 5803 64th Ave W t � N University Place, WA 98467 sot ring Business er Phone: 253-888-2073 License: on 2016 NFPA Pamphlet#13 17915 Southcenter Parkway -.... __- _.------- Tuwila, WA 98188 Job # 219120 Calculations based Brace Information TOLCOT"" Brace Components Maximum Brace Length 7' 0" (2.134 m) TOLCOT" Component Listed Load Adjusted Load Fig. 4LA Clamp 1000 lbs (454 kg) 707 lbs (321 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information `Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO"" components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace SCh. 10 ,, -- ---- ..__--- _,__, o Angle of Brace 45 Min. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 9 ft (2.7 m) Max Horizontal Load 1310 lbs (594 kg) 7.94 Ib/ft (11.82 kg/m) 71 lbs (32 kg) Fastener Information 'i -flG � 4 Via \ GNVER MO G4 �BRACE A7?J1O ENT //. MICHOR j ,MUM /,, n : t<o 0,1 ‘..\.- ....—..---...f%-,_. �f - ` I `'' —PG. 4LA /({ijs({j7t{j) €1G. 41.A t;,' <>s'� ,,,t) Orientation to Connecting Surface NFPA Type 8 Fastener Fastener Type Wedge Anchor Diameter 1/2in. Length 3 5/$in. Maximum Load 460 lbs 20914_ Prying Factor 1.156 Brace Identification on Plans Al Brace Type Lateral [ j Longitudinal [ ] 4 -Way [X] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.71 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 3 ft (0.9 m) 3 ft (0.9 m) 11.78 Ib/ft (17.53 kg/m) 35 lbs (16 kg) 3" (80 mm) Sch. 10 9 ft (2.7 m) 9 ft (2.7 m) 7.94 Ib/ft (11.82 kg/m) 71 lbs (32 kg) Subtotal Weight 106 lbs (48 kg) Wp (incl. 15%) 122 lbs (55 kg) Main Size Type/Sch. Spacing (ft) 1 4- sch.lo 3 Maximum Fpw Total (Fpw) 87 lbs (39 kg) per 9.3.5.5.2 (if applicable) N/A {TOLBracen, Version 8) se of TOL.Brace "" i$ sunjeCi to L@rirls ano COflaJUOIis per ine ens user ncenae TOLBraceT" Seismic Calculations Tukwila Fire Station #51 17915 Southcenter Parkway Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 219120 ET•N Powering BusinessWorldw re Al NFPA Type B 4" Sch.10 Steel Pipe 3' 0" (0.91 m) Riser 1" Sch.40 7'0"(2.13m) 200 45° Wedge Anchor 1/2in. x 3 5/8in. (4,000 PSI Normal Weight Crackec 3 5/8in. Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 3" Sch.10 Steel Pipe (76.2 mm) 3 ft (0.9 m) 9 ft (2.7 m) G -Factor Used 0.71 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 87 lbs (39 kg) 1310 lbs (594 kg) 460 lbs (209 kg) 707 lbs (321 kg) 1425 lbs (646 kg) Concrete Deck Calculations prepared by Kevin Bell • The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco.com DETAIL PER NFPA 13, 2016 FIGURE A9.3.5.12.1(a - c) .2r Xe 'SH(7V9N uir t;-!rsll:N; Atte oRTOCOFk,9td 7(P 1.662 M0 TOLCO FIG. 980 TOLCO FIG. 909 P Ni -.g Factors per NFPA 13, 2016 Sert'nn 9 3.5.12 when installed in mnc•ese s ah rens Fig. 9810111 A 8 C 0 E F G 1- I P, P, P, P, P, P, P, P, P. 3.275 1.156 1.738 1.461 1.830 21394 3.478 2.458 2.008 Fie.509 A 8 C 0 C F G h i 9, 9. P. P, P, P, Pr P, P, 2.626 1,002 1,230 1.513 1.487 2.226 2-460 1.740 1;410 Pry' nRFactn•s pe, NFPA 13 2016Sec' n1 0.3.5.12 when i ,sta led'n cnnc.rete metal necks wit', 1" cente-offset Fig. la"Rll f410 A 8 C D E F G 1- I 9, 9, P, P, P, 9, P, 9, P. P. 3.275 1.156 1.738 - - - - F. 509 A 0 C 0 i F G I• i 9, 9. P, 9, 9, P, P, P, 9. 2.626 1.002 1.230 - . - - P•yi nb Fadarz as.:; NEPA 13, 2016 S ctk ri 9.3 3.12 whc•i instal'cc in runucic rHClu docs m'11-1 1.125" cc-ttu olf,cl Fie. !910 A 8 C 0 t F G i I Pr P, 9, 9, P, P, P, P. P. 3,275 1,156 1,738 - - - - fig. 009 A 8 C D E F G F I P, P, 9, 9, 9, P, 9, 9_ P. 2.626 1.003 1.230 - *When intsa'led in a cn-.crete meta dFr:t iTyne W 41/2" x 3"), d`mensur.'8' went r. be depencent yawn he contact area. For SD2 anchors t*.r, max offset is 1"sn'8' woud he 1.25. Fnr 8a"4 -It anc 1.Vooc-Knacke• 11 t am -fors, the max offset is 1.125" sa'8' coma d be 1.125". TOLBraceTM Seismic Bracing Calculations Project Address: Tukwila Fire Station #51 Diameter I Contractor. FIRECAD Address: 5803 64th Ave W A University Place, WA 98467 fiiwingBusinessWo hxda Phone: 253-888-2073 License: on 2015 NFPA Pamphlet #13 17915 Southcenter Parkway _______ _�___.._ ._.__._ Tuwila, WA 98188 Total Length Job # 219120 Calculations based Brace Information 2" (50 mm) TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m) 15 ft (4,6 m) TOLCOTM Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.825 Along Beam 2015 ibs (914 kg) 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO"" components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Min. Sch. 40 Least Rad. of Gyration 0.42" (11 mm) 110 ft (33.5 m) Seismic Brace Assembly Detail UR Value 200 1" (25 mm) TOLCO BAR JOIST SWAY ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT STEEL FIG. 825r BRACE 825* FIG. 980 BRACE - - it !! -4'-- � ' Max Horizontal Load 1310 lbs 594 kg),_ Subtotal Weight 476 lbs (216 kg) Fastener Information 547 lbs (248 kg) li Orientation to Connecting Surface NFPA Type B 389 lbs (176 kg) PIPE * 390 Ib (176 kg) Fastener Type Fig.825 Along Beam /` ;, • ' Diameter N/A w TOLCO FIG. 1001% FAST CLAMP ss I * Length N IA _ _ Maximum Load 1425 lbs (646 kg) Prying Factor N/A Brace Identification on Plans B1 Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation Cp = _.. 0.7 (Fpw = CpWp) __ Diameter I Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 15 ft (4.6 m) 15 ft (4,6 m) 4.22 Iblft (6.28 kg/m) 63 lbs (29 kg) 1.5" (40 mm) Sch. 40 110 ft (33.5 m) 110 ft (33.5 m) 3.61 Ib/ft (5.37 kg/m) 397 lbs (180 kg) 1" (25 mm) Sch. 40 8 ft (2.4 m) 8 ft (2.4 m) 2.05 ib/ft (3.05 kg/m) 16 lbs (7 kg) Subtotal Weight 476 lbs (216 kg) Wp (incl. 15%) 547 lbs (248 kg) Main Size Type/Sch. Spacing (ft) 1 2 Sch. 10 15 Maximum Fpw Total (Fpw) 389 lbs (176 kg) per 9.3.5.5.2 (if applicable) 390 Ib (176 kg) 4TOLBraceT" Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBracem" Seismic Calculations Tukwila Fire Station #51 17915 Southcenter Parkway Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 219120 B1 NFPA Type B 2" Sch.10 Steel Pipe 15' 0" (4.57 m) Lateral 1" Sch.40 T 0" (2.13 m) 200 45° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence F AT•N Powering Cosiness Worldwide 2" Sch.10 Steel Pipe (50.8 mm) 15ft(4.8m) 1.5" Sch.40 Steel Pipe (38.1 mm) 1" Sch.40 Steel Pipe (25.4 mm) 110 ft (33.5 m) 8ft(2.4m) G -Factor Used 0.71 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 389 lbs (176 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) Steel Bar Joist Calculations prepared by Kevin Bell *The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TQI.Brace"' 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor FIRECAD Project Address: Tukwila Fire Station #51 Address: 5803 64th Ave W w f University Place, WA 98467 jjjj N 17915 Southcenter Parkway Phone: 253-888-2073 Tuwila, WA 98188 License: Job # 219120 Calculations based on 2016 NFPA Pamphlet** Brace Information TOLCOTm Brace Components Maximum Brace Length T00(2134m) TOLCOT"' Component Listed Load Adjusted Load Fig. 4LA Clamp 1000 lbs (454 kg) 707 lbs (321 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.825 Along Beam 2015 lbs (914 kg) 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. _,, Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 _ _ w__ r� , Angle of Brace 45° Min ..___._w____..__._ Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/R Value 200 "°"°"°" "."IMP %1St Mar &MT YRICF.IENT :r< e$RC ____ _______ Max Horizontal Load 1310 lbs(594 kt, Total (Fpw) Fastener Information 1.4.1NE;,aC0.A PNCE KIT AI OW.SWAY °""`" �'� 4 %X o = __ ?r T ©% i "ta n-4,44 et a Orientation to Connecting Surface NFPA Type B Fastener Type Fig.825 Along Beam W. Diameter_ Length N/A Maximum Load 142514 (646 kg) Prying Factor NIA __ _ _ Brace Identification on Plans ci Brace Type Lateral [) Longitudinal [X] 4-Way [ 1 _. Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.71 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 '42 ft (12.8 m) 142 ft (12.8 m) 4.22 ib/ft (6.28 kg/m) 177 lbs (80 kg) Subtotal Weight 177 lbs (80 kg) Wp (incl. 15%) 204 lbs (92 kg) Main Size Type/Sch. 2" sch,lo Spacing (ft) 1 Total (Fpw) 145 lbs (66 kg) 42 Maximum Fpw per 9.3.5.5.2 (if applicable) N/A {TOL13raceTM Version 81 Use of TOLBraceT" is subject to terns and conditions per the end user license agreement TOLBrace"" Seismic Calculations Tukwila Fire Station #51 17915 Southcenter Parkway Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 219120 C1 NFPA Type B 2" Sch.10 Steel Pipe 42' 0" (12.8 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 45° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence Powering Business Worldwide 2" Sch.10 Steel Pipe (50.8 mm) 142ft(12.8m) G -Factor Used 0.71 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 145 lbs (66 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 707 lbs (321 kg) 1425 lbs (646 kg) Steel Bar Joist Calculations prepared by Kevin Bell The description of the Structural Member is for informational purposes only. TOL8race"software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"' 8 Visit us at www.toko.com Hydraulic Overview Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - Hi Job Job Number Design Engineer 219120 Michael Hallengren Job Name. Phone FAX Tukwila Fire Station #51 (253) 377-6988 Address 1 State Certifratian icense Number 17915 Southcenter Parkway Address 2 AHJ RA #1 - Lev 2 - Apparatus Bays City of Tukwila Address 3 Job Site/Building Tukwila, WA 98188 Site System ... F Density Area of Appl iraoon 0.15gpm/ft2 1500ft2 (Actual 1545ft2) Most Demanding Spunkier Data Hose Streams 5.6 K -Factor 19.11 at 11.645 250.00 Coverage Per Spunkier Number 01SprinAers Calculated Number Of Spenders Caialatea 127ft2 15 0 System Pressure Demand System now Demand 67.475 342.31 Total Demand Pressure Result 592.31 @ 67.475 +80.574 (54.4%) Supplies Check Paint Gauges Node Name Flow(oom). Hose Flow(opml Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(Kt Flow(gpm) 1 Water Supply 2500.00 250.00 150.000 122.000 . .- ± `/` „ % aFIRE r.'J 'c r•EMERAFL9801 fl* s..:81,:p i! { 1 WASHINGTON STATE CERTIFICATE OF COMPETENCY PROTECTION SPRINKLER SYSTEMS Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L.C. q 11-1 7(i v ' ' /. A`,Expires i ..L. 1 Signature ", e 12/31N9 J / Tukwila #61- Lev 1 Water Supply at Node (2 00, 0.00, 150.000, 122.000) 200 . `_,4111i:111 E:H6i1111i1 i Hi'iiii .'..,..-1 1 i 180 160 140 tatic Pressure 150.000 120 500.00 @ 122.000 _ N d 100 0 2 El2a_80 60 342.31 @ 67.475 592.31 with hose streams 40 ystem demand curve 20 =i - 0 l®11111111111111111111111111111111 111111111 111111111 11111(111 111111111 6689350C?" 2500 3000 3500 4000 4500 5000 Water flow, gpm M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:02PM Page 1 111 Hydraulic Summary Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group 1 (1 - Job Job Number 219120 Job Name: Tukwila Design Engineer Michael Hallengren Fire Station #51 State Certificabonllicense Number Address 1 17915 Southcenter Parkway AHJ City of Tukwila Address 2 RA #1 - Lev 2 - Apparatus Bays J.bsae/Raiaaq Site Address 3 Tukwila, WA 98188 Drawing Name Tukwila #51 - Lev 1 System Remote Areas} Most Demanding Spnnkler Data 5.6 K -Factor 19.11 at 11.645 Occupancy Job Suffix Ordinary Group I Tukwila FS #51 Hose Allowance At Source 250.00 Pressure Area of Application 0.15gpm/ft2 1500ft2 (Actual 1545ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler 15 0 I 127ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 342.31 592.31 Maximum Pressure Unbalance In Loops 0.000 Maximum Veloaty Above Ground 20.14 between nodes 117 and 58 Maximum Velocity Under Ground 3.55 between nodes 1 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 415.05gal Supplies Node Hose Flow Name i (gpm) Static , Residual (psi) 1 (psi) @ Flow Available Total Demand Required (gpm) (psi) @ (gpm) (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 1 122.000 2500.00 148.049 592.31 67.475 80.574 Cantraotor' Contractor Number 1 Contact Name Contact Title Mike Hallengren Des. Mgr. Name M Contract.' Emerald Fire Phone Extensan 253-857-2056 Address 1 11021 Cramer Rd. K.P.N. FAX Address 2 Emarl Michaelh@emeraldfirellc.com Address 3 Gig Harbor, WA 98329 Web -Site © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:05PM Page 2 111 Hydraulic Graph Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - High Apparatus Ba Water Supply at Node 1 200 - 180 160 140 -Static Pressure 150.000 120 500.00 @ 122 000 2. 100 co co 0) OT. 80 342.31 592.31 @ 67.475 with hose streams 60 System demand curve 40 20 X1111111111 11111 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 I 1 I 1 0 %001000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraullc Graph Water Supply at Node 1 Static: Pressure 150.000 Residual: Pressure 122.000 @ 2500.00 Available Pressure at Time of Test 148.049 @ 592.31 system Demand 67.475 @ 342.31 System Demand (Including Hose Allowance et source) 67.475 @ 592.31 [Dj ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:07PM Page 3 Summary Of Outflowing Devices Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - High Apparatus Bay) Device Actual Flow (gpm) Minimum Flow K -Factor Pressure Density (gpm) (K) (psi) (gpmpft2) Sprinkler Sprinkler 603 25.75 604 24.51 Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 605 23.91 606 23.74 610 20.19 611 19.22 612 24.50 613 20.30 _ Sprinkler 615 20.08 14> Sprinkler 616 19.11 Sprinkler 618 25.20 Sprinkler 619 22.85 Sprinkler 620 21.69 Sprinkler 621 21.37 Sprinkler 623 ; 29.90 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 21.147 19.152 18.226 17.971 12.999 11.779 19.143 13.136 12.852 11.645 20.245 16.645 15.007 14.559 28.517 c) Most Demanding Sprinkler Data N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A & ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:09PM Page 4 Node Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - High Apparatus Ba Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-6 S 603 23'-6 Spy -21.1471 67.475 342.31 21.147 25.75 604 23'-6 Spr(-19.152) 19.152 24.51 _ 23.91 605 606 23'-6 Spr(18.226) 18.226 _, 23'-6 Spr(-17.971) 17.971 12.999 11.779 23.74 610 23.-6 Spr(-12.999) _ 20.19 611 23'-6 Spry -11.779) 19.22 612 23'-6 Spre19.1431 - 19.143 24.50 613 615 616 23'-6 Spr(_13.136) - - -- 23'-6 Spr(-12.8521 23'-6 Spry -11.6451 -I } 13.136 20.30 12.852 20.08 11.645 19.11 618 23'-6 Spr(-20.245) 20.245 25.20 619 23'-6 Spr( 16.645)16.645 i 22.85 21.69 I 21.37 620 23'-6 Spr(-15.007) 15.007 f 14.559 621 23'-6 Spy -14.559) 623 23'-6 Sp -28.517) 28.517 65.469 29.90 3 10 0'-6 21'-6 P0(9'-11) 26.293 22.498 12 23'-6 LtE(2'-0) 32 21'-6 P0(9.-11) 26.577 21.216 34 23'-6 LtE(2'-0) 38 23'-6 PO(5'-0) 14.637 40 48 23'-6 PO(5'-0) 13.277 27.918 _ 22.751 30.248 21'-6 PO(7'-5) + 50 58 23'-6 LtE(2'-01 21'-6 PO(7'-5) _ 60 23'-6 LtE(2'-0) 28.837 117 489 21'-6 fT(10'-9''A) 42.227 51.935 6'-4'/2 556 2'-6 64.548 ., ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:11 PM Page 5 Rid Hydraulic Analysis Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - High Apparatus Ba _ Pipe Type Downstream Upstream Diameter Flow Velocity HWC Pt Friction Loss Length Pressure Elevation Discharge K -Factor Pn Fittings Eq. Length Summary Total Length Gil Route 1 BL 1.0490 19.11 7.09 120 0.119621 6'-71/2 Pf 1.631 616 23'-6 19.11 5.6 11.645 Sprinkler, 7'-0 Pe 40 23'-6 13.277 E(2'-0), PO(5'-0) 13'-7'1 Pv BL 1.6100 58.63 9.24 120 0.118134 11'-6 Pf 1.360 40 23'-6 19.22 + 20.30 13.277 Flow (q) from Route 2 and 5 Pe 38 23'-6 14.637 11'-6 Pv _ BL 1.6100 98.89 15.58 120 0.310780 14'-6 . Pf 4.506 38 23'-6 20.08 + 20.19 14.637 Flow (q) from Route 3 and 4 Pe 612 23'-6 19.143 14'-6 Pv _ BL 1.6100 123.39 19.45 120 0.468054 2'-5 'Pf 2.073 612 23'-6 24.50 5.6 19.143 Sprinkler, I 2'-0 Pe 34 23'-6 21.216 LtE(2'-0)4'-5 Pv RN 1.6820 123.39 17.82 120 0.378238 2'-0 Pf 4.498 34 23'-6 21.216 9'-11 Pe 0.864 32 21'-6 26.577 P0(9.-11) 11'-10'1 Pv FM 2.6350 221.30 13.02 120 0.125217 __ 10'-8Y2'Pf 1.341 32 21'-6 97.91 26.577 Flow (q) from Route 7 Pe 48 21'-6 27.918 10'-81/2 Pv FM 2.6350 312.40 18.38 120 0.236961 9'-10 Pf 2.330 48 21'-6 91.10 27.918 Flow (q) from Route 6 Pe 58 21'-6 30.248 9-10 1 Pv FM 2.6350 342.31 20.14 120 0.280624 31'-11 Pf 11.979 58 21'-6 29.90 30.248 Flow (q) from Route 8 10'-9'1 Pe 117 21'-6 42.227 fT(10'-91/2) 42'-8Y21Pv FM 3.2600 342.31 13.16 120 0.099530 21'-7 Pf 3.142 117 21'-6 42.227 10'-0 Pe 6.566 489 6'-4Y2 51.935 2fE(5'-0) 31'-71Pv DY 4.2600 342.31 7.71 120 0.027046 47'-8 Pf 10.943 489 6'-41/2 51.935 135'-1'1 I Pe 1.670 556 2'-6 64.548 ALV(26'-4), GV(2'-7'A), PO(26'-4 182'-9'' IPv ), 9fE(6'-9'/2), fT(16'-0), PIV(2'-7 '/2), BFP(-6.000) ' FR 6.3570 342.31 3.46 150 0.002548 2'-0 Pf 0.049 556 2'-6 64.548 17'-1 Pe 0.872 3 0'-6 65.469 LtE(17'-1) 19.-1IPv UG 6.2800 342.31 3.55 140 0.003072 i 69-9Y Pf 0.272 3 0'-6 65.469 1 i18'-11 Pe 1.734 1 -3'-6 67.475 LtE(14'-2), GV(4'-8'/2), S i 88'-8 Pv 250.00 Hose Allowance At Source 1 592.31 Gib Route 2 _ BL 1.0490 19.22 7.13 120 0.120892 5'-41/2 Pf 1.498 611 23'-6 19.22 5.6 11.779 _ Sprinkler, 7'-0 Pe 40 23'-6 13.277 E(2'-0), PO(5'-0) 12'-4Y2 Pv Gib Route 3 BL 1.0490 20.08 7.45 120 0.131044 6'-712 Pf 1.785 615 23'-6 20.08 5.6 12.852 Sprinkler, 1 7'-0 Pe 38 23'-6 14.637 E(2'-0), PO(5'-0) 13'-7'1 Pv GM Route 4 BL 1.0490 20.19 7.50 120 0.132427 6-4% Pf 1.638 610 23'-6 20.19 5.6 12.999 Sprinkler, 7A'-0 Pe 38 23'-6 14.637 E(2'-0), PO(5'-0) 12'-4'1 Pv = Route 5 BL 1.6100 20.30 3.20 120 0.016601 8'-6 . Pf 0.141 613 23'-6 20.30 5.6 13.136 Sprinkler Pe 40 23'-6 13.277 8'-6 Pv Gib Route 6 1.3800 21.37 4.58 120 0.038679 11'-7 Pf 0.448 _BL 621 23'-6 21.37 5.6 14.559 Sprinkler Pe 620 23'-6 15.007 11'-7 Pv _ BL 1.3800 43.06 9.24 120 0.141415 11'-7 Pf 1.638 620 23'-6 21.69 5.6 15.007 Sprinkler Pe 619 23'-6 16.645 11-7 1 Pv BL 1.3800 65.91 14.14 120 0.310795 11'-7 Pf 3.600 619 23'-6 22.85 5.6 16.645 Sprinkler Pe 618 23'-6 20.245 11'-7 Pv © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:13PM Page 6 11a Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - High Apparatus Bay) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream 'Total Eq. Length Summary Length BL 1.3800 91.10 19.54 120 0.565706 2'-5 Pf 2.506 618 23'-6 25.20 5.6 20.245 Sprinkler, 50 23'-6 22.751 LtE(2'-0) 2'-0 Pe 4'-5 Pv RN 1.4420 91.10 17.90 120 0.456711 2'-0 Pf 4.304 50 23'-6 22.751 48 21'-6 27.918 P0(7'-5) 7-5 Pe 0.864 1 9'-5 Pv o Route 7 BL 1.6100 23.74 3.74 120 0.022184 _ 11'-6 Pf 0.255 606 23'-6 23.74 5.6 17.971 Sprinkler 605 23'-6 18.226 Pe 11-61 Pv BL 1.6100 47.65 7.51 120 0.080497 11'-6 Pf 0.926 605 23'-6 23.91 5.6 18.226 Sprinkler 604 23'-6 19.152 11'-6 Pe Pv BL 1.6100 72.15 11.37 120 0.173460 11'-6 Pf 1.995 604 23'-6 24.51 5.6 19.152 Sprinkler 603 23'-6 21.147 11'-6 Pe Pv BL 1.6100 97.91 15.43 120 0.305079 2'-5 ' Pf 1.351 603 23'-6 25.75 5.6 21.147 Sprinkler, 2'-0 12 23'-6 22.498 LtE(2'-0) 4'-5 Pe Pv RN 1.6820 97.91 14.14 120 0.246537 2'-0 Pf 2.932 12 23'-6 22.498 10 21'-6 26.293 P0(9'-11) 9'-11 11-10'% Pe 0.864 Pv FM 2.6350 97.91 5.76 120 0.027698 10'-3 Pf 0.284 _ _ 10 21'-6 26.2931 32 21'-6 26.577 10'-3 Pe Pv fa Route 8 BL 1.3800 29.90 6.41 120 0.072039 2'-5 Pf 0.319 623 23'-6 29.90 5.6 28.517 Sprinkler, 2'-0 Pe 60 23'-6 28.837 LtE(2'-0) 4'-5 iPv RN 1.4420 29.90 5.87 120 0.058159 2'-0 Pf 0.548 60 23'-6 28.837 7'-5 58 21'-6 30.248 PO(7'-5) 9'-5 Pe 0.864 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \ C Value Multiplier 1 4.87 Actual Inside Diameter Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:13PM Page 7 Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - High Apparatus Bay) Pipe Type Downstream Upstream Diameter Elevation Flow Velocity HWC Discharge K -Factor Pt Pn Friction Loss Fittings _ Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV SFx Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/,° Elbow 22% Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Seismic Flex Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap 0A, ©M.E.P.CAD, Inc. aAutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:13PM Page 8 111 Flow Diagram (Current View) ti Job Number: 219120 - Tukwila FS #51 Report Description: Ordinary Group I (1 - High Apparatus Bay © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 9/24/2019 3:26:17PM Page 9 © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. an -q c- u 0 0 0 O cD0 Cn Cr) •Q / Ems.. 0 U PLOT DATE: 21 -Aug -2019 TUKWILA F 51 FIRE ALARM SYSTEM SYMBOL LEGEND SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS SUPPLIER PART NUMBER DESCRIPTION 1 ADDRESSABLE FIRE ALARM CONTROL PANEL PART INCLUDES ENCLOSURE; MOUNT AT 72" TO TOP NOTIFIER NES -320 FACP NOTES A 1 REMOTE ANNUNCIATOR - 80 CHARACTER 3 GANG BOX; MOUNTED HORIZONTAL AT 66" TO TOP NOTIFIER FDU-80 FARA CONVENTIONAL (IDC) CIRCUIT FAX: 1 RADIO ALARM COMMUNICATOR TRANSMITTER w/ INTELLITAP (REQUIRES UDACT-2 DACT) PART INCLUDE BACKBOX; SURFACE MOUNT AES 7788E w/7067 AES RED JACKET w/ WHITE STRIPE AUDIBLE (NAC) CIRCUIT 14 INTEWGENT PHOTO SMOKE DEFECTOR 4 SQUARE DEEP w/ 3" ROUND RING NOTIFIER FSP -951 w/ 8300-6 60991E AQ225 RED JACKET w/ NO STRIPE 12 INTELLIGENT PHOTO SMOKE w/ CO2 DETECTOR 4 SQUARE DEEP w/ 3" ROUND RING NOTIFIER FCO -851 w/ 6200S 971 609916 AQ225 1 INTEWGENT MANUAL PULL STATION 4 SQUARE DEEP w/ 1 GANG RING; MOUNTED AT 48" TO TOP NOTIFIER NBG-12LX F 971 IM 2 INTEWGENT MONITOR MODULE 4 SQUARE DEEP NOTIFIER FMM-1 IN 6 INTEWGENT MONITOR MODULE DUAL CIRCUIT 4 SQUARE DEEP NOTIFIER FDM-i AUX POWER CiRCUIT 3 INTELLIGENT OUTPUT CONTROL MODULE 4 SQUARE DEEP NOTIFIER FCM-1 IC AQ225 RED JACKET w/ WHITE STRIPE 1 INTELLIGENT SOLENOID CONTROL MODULE 4 SQUARE DEEP NOTIFIER FCM-1REL Is 3- INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WITH NEC REQUIREMENTS, IE: PLENUM, RISER, UNDERGROUND, ETC. 4- THE "Y" FIBER OPTIC CABLE LISTED IS A BELDEN CABLE PART NUMBER AS WEST PENN NO LONGER SUPPORTS FIBER OPTIC CABLE 2 REMOTE SLAVE RELAY (DPDT) PART INCLUDE BACKBOX; SURFACE MOUNT NOTIFIER R -20E R 1 120VAC VOLTAGE PROTECTOR for CONTROL PANELS w/ LOCKOUT & LABELS MOUNTS IN 1/2" OR 3/4" CABINET KNOCKOUT SPACEAGE E120V-GT VP ? ® 1 REMOTE NAC POWER SUPPLY w/ ONBOARD FCM-1 8.OA, 4- 3.OA NAC & 1- 0.5A AUX POWER PART INCLUDE BACKBOX; SURFACE MOUNT NOTIFIER FCPS-24S8 w/ FCM-1 FCPS8 I ? 1 13 WALL HORN w/ STROBE: WHiTE SEE DEVICE DESIGNATION FOR STROBE cd SETTING 4 SQUARE DEEP; MOUNTED AT 80" TO BOTTOM SYSTEM SENSOR P2WL L7 6 WALL HORN: LOW FREQUENCY SOUNDER w/ STROBE: WHITE SEE DEVICE DESIGNATION FOR STROBE cd SETTING 4 SQUARE DEEP; MOUNTED AT 80" TO BOTTOM SYSTEM SENSOR PZWH-LF 13 WALL STROBE: WHITE SEE DEVICE DESIGNATION FOR STROBE cd SETTING 4 SQUARE DEEP; MOUNTED AT 80" TO BOTTOM SYSTEM SENSOR SWL TM, 6 WALL HORN w/ STROBE: WHITE: WEATHERPROOF SEE DEVICE DESIGNATION FOR STROBE cd SETTING SA-WBB BACK BOX: SURFACE MOUNT AT 80" TO BOTTOM SYSTEM SENSOR P2WK tWP IBJ 5 WALL STROBE: WHITE; WEATHERPROOF SEE DEVICE DESIGNATION FOR STROBE cd SETTING SA-WBB BACK BOX: SURFACE MOUNT AT 80" TO BOTTOM SYSTEM SENSOR SWK 10 1 SPRINKLER WATERFLOW BELL 10" BELL, RED, 24VDC; WBB BACK BOX: SURFACE MOUNT AT NO HIGHER THAN 120" ABOVE GRADE SYSTEM SENSOR SSM24-10 EC 2 F1RE SPRINKLER: WET SYSTEM VALVE WATERFLOW & VALVE TAMPER SWITCH POWER SUPPLY ID SUPPLIED BY SPRINKLER CO. OM 3 FIRE SPRINKLER: DRY SYSTEM VALVE: ALARM PRESSURE, VALVE TAMPER & LOW AIR SWITCH SUPPLIED BY SPRINKLER CO. IU��Q� 4 FIRE SPRINKLER: PRE -ACTION SYSTEM VALVE: ALARM PRESSURE, VALVE TAMPER, LOW AIR, HIGH AIR SWITCH & SOLENOID CONTROL SUPPLIED BY SPRINKLER CO. ODD 3 - FIRE SPRINKLER: SUPERVISORY SWITCH: ISOLATION TAMPER, BACKFLOW PREVENTER, PIV, OS&Y or HEAT TAPE ,f SUPPLIED BY SPRINKLER CO. 1 'V'=STROBE CIRCUIT O NOTES: 11.p-;1- DEVICE SUBSCRIPT: NW=NEW RR=REMOVE & RELOCATE EX=EXISITNG TO REMAIN AC=ABOVE CEILING RB=RELAY BASE WP=WATERPROOF WG=WIRE GUARD 2- CABLEING SHOWN IS FOR CIRCUIT REFERENCE ONLY AND DOES NOT INTENDED TO INDICATE THE EXACT PATHWAY. 3,, -;;DEVICES SHOWN ON DRAWINGS IN GRAY SCALE ARE EXISTING DEVICES AND MAY NOT BE INCLUDED IN THIS SYMBOL LEGEND UNLESS NOTED. 4- SET HORN/STROBE DECIBLE SETTING TO LOW FROM FACTORY SETTING OF HIGH, ONLESS OTHERWISE NOTED ON THE DRAWINGS. 5- ALL DEVICES WiTH A WP SUBSCRIPT WILL REQUIRE THE USE OF A OUTDOOR OR WP BACKBOX. WIRE LEGEND SYMBOL DESCRIPTION THHN FPL FPLP WET COLOR CODING CIRCUIT TYPE NOTES A 1 PAIR 16AWG FIRE RATED CABLE YES 971 609918 AQ225 RED JACKET w/ NO STRIPE CONVENTIONAL (IDC) CIRCUIT FAX: C i PAIR 14AWG FIRE RATED CABLE YES 972 60993B AQ226 RED JACKET w/ WHITE STRIPE AUDIBLE (NAC) CIRCUIT THE DETECTOR & MODULES ON D 1 PAIR 16AWG FIRE RATED CABLE --- 971 60991E AQ225 RED JACKET w/ NO STRIPE DATA (SLC) CIRCUIT FAX: 425-486-2611 J 1 PAIR 16AWG F1RE RATED CABLE YES 971 609916 AQ225 JACKET w/ BLACK STRIPE HVAC INTERFACE DESIGNER: CHRISTINE ENGSTFELD L 1 PAIR 16AWG FIRE RATED CABLE YES 971 60991B AQ225 _RED RED JACKET w/ BLACK STRIPE AUX EQUIPMENT INTERFACE P 1 PAIR 14AWG FIRE RATED CABLE YES 972 60993B AQ226 RED JACKET w/ NEON GREEN STRIPE AUX POWER CiRCUIT 10127 U 1 PAIR 16AWG FIRE RATED CABLE _ YES 971 60991B AQ225 RED JACKET w/ WHITE STRIPE NAC SYNC CIRCUIT NOTES: ** STRIPES ARE NOT REQUIRED, -.HOWEVER IT DOES MAKE IT EASIER FOR CIRCUIT IDENTIFICATION. 1- WIRE MANUFACTURER IS FOR REFERENCE PURPOSE ONLY. WHEN USING OTHER MANUFACTURE, ENSURE PROPER CROSS REFERENCE 2- FPLP CAN BE USED IN MOST ALL APPLICATIONS WITH THE EXCLUSION OF WET AND CIRCUIT INTEGRITY REQUIREMENTS 3- INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WITH NEC REQUIREMENTS, IE: PLENUM, RISER, UNDERGROUND, ETC. 4- THE "Y" FIBER OPTIC CABLE LISTED IS A BELDEN CABLE PART NUMBER AS WEST PENN NO LONGER SUPPORTS FIBER OPTIC CABLE 5- THIS CABLE MUST BE INSTALLED IN A CONTINUOUS PATH POINT-TO-POINT. ABSOLUTLEY NO SPLICES ARE ALLOWED. 6- THIS IS A SPECIFIC CABLE, NO ALTERNATES ARE ALLOWED FLAGNOTES NOTE # DESCRIPTION 1 ROUTE CABLE TO FACP GUTTER 2 PROVIDE PROPERLY SIZED GUTTER TO BE MOUNTED OVER FACP, VECP OR FCPS TO MEETS THE REQUIREMENTS OF NEC70 10 ROUTE CABLE TO HVAC FAN SHUTDOWN INTERFACE CIRCUIT ON -BOARD HVAC EQUIPMENT 12 ROUTE 120VAC SWITCH LEG OF DAMPER CIRCUIT FOR DAMPER SHUTDOWN (ON ALARM) THRU R -20E (OR MR201) 17'jsi Soi*Zv 1 DEVICE DESIGNATION LEGEND: NOTIFIER ONYX SERIES ADDRESSABLE INITIATING DEVICES: CUSTOMER: NAME: MCKINSTRY 1 ADDRESS FA000 ADDRESS: 5005 3RD AVENUE S BASE FAO01 SEATTLE, WA 98134 3 FA101 CONTACT: ROB CRAWFORD 4 FA102 10 ADDRESS 5 FA201 FAX: BASE FA202 EMAIL: robertc@mckinstry.com -- -- FIRE ALARM 1 LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY THE DETECTOR & MODULES ON DETECTOR MODULE BOTHELL, WA 98021 ONYX SERIES MAY HAVE PHONE: 425-486-2600 or FAX: 425-486-2611 SALESMAN: JOE SKVARLA joe.skvarla@redhwakus.com EXT: 1437 PROJECT MANAGER: HOLLIE HAVENS THE SAME FIELDADDRESS EXT: 1446 DESIGNER: CHRISTINE ENGSTFELD christine.engstfeld@redhawkus.com EXT: 1462 LOOP NUMBER (SLC)FOR EXAMPLE: ® D D D C ESS 10127 6 DEVICEAADDRESS - 00®0 im s 1D7 1M127 0 NFS-320 = 159 DET + 159 MOD 1 LOOP RBOVETABOND NFS2-640 = 159 DET + 159 MOD (2 LOOP ADOREREMow:Ta�oNrnuPOR ABOVE NFS2-3030 = 159 DET 159 MOD LOOP + (10 NOTIFICATION APPLIANCES: U ? ® ? ? ? ? STROBE: L.E. SOUNDER: AUDIO ONLY: BELL DESNGATION: 5 =15cd 9 = 95cd 50 =150cd L3=135cd M = MINI HORN 3= 30ai 0=110cd 77=177cd L5=150cd HHORNONLY 6= 60cd 15=115cd 85=185cd L7=177cd F = SPEAKER ONLY 7 = 75cd 35 =135cd L8 =185cd LF= LOW FREQUENCY 6 =6' BELL 8 =8' BELL 10=10' BELL 12= 12" BELL NOTE A'WP` ADJACENT TO THE DEVICE INDICATES THAT THE DEVICE IS OUTDOOR RATED NOTIFICATION I VISUAL CIRCUITS: FLOOR P.S. CIRCUIT TYPE: THAT IS ON 'C" = FACP NAC CIRCUIT 'N°=APS NAC CRCUET POWER SUPPLY ID 'P" = 24VDC POWER CRCUiT '11": 24VDC RESET POWER CRCUFT i ,f SUB -CIRCUIT NUMBER 'V'=STROBE CIRCUIT O 'V'=VOICEISPEAKERCRCUtT T=AUDORLSERCRCUEF t ©O ©- N1A-2 CCiRdCUR# SYSTEM SENSOR HORNS &CHIMES AUDIO SELECTOR "L' SERIES DEVICES HORN ONE z 2 LOW TEMPORAL 3 ell 6 IA TEMPORAL CHIME WHEELOCKHORNS: EXCEEDER SERFS DEVICES _� I M S (1) TUKWILA, WA 98188 INSTALLATION & GENERAL WIRING NOTES: GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. 5. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER "END -OF -UNE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO REDHAWK FIRE & SECURITY FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 6. AS-BUILTS: 6.1. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK ARE & SECURITY TECHNICIAN. 6.2. AS-BUILTS SHALL BE KEPT ORDERLY AND BE CLEARLY MARKED WITH DIFFERENT COLOR PENS FOR EACH CIRCUIT AND/OR CIRCUIT TYPE. AS-BUILTS MUST INDICATE CHANGES TO THE FINAL DEVICE INSTALLED LOCATIONS IF NOT INSTALLED AT LOCATION SHOWN ON DESIGN DOCUMENTS. 6.3. AS -BUILT REDLINES NOT PROVIDING THIS INFORMATION WILL BE RETURNED TO THE INSTALLATION CONTRACTOR FOR CORRECTION. REDHAWK FIRE & SECURITY IS NOT RESPONSIBLE FOR THESE DELAYS. 7. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH REDHAWK ARE & SECURITY PROJECT MANAGER. 8. ALL REDHAWK FIRE & SECURITY FIELD SERVICES MUST BE SCHEDULED WITH REDHAWK FIRE & SECURITY PROJECT MANAGER WITH A MINIMUM OF 14 WORKING DAYS ADVANCE NOTICE. 9. DO NOT INSTALL LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED CABLES. FIRE ALARM SPECIFIC NOTES: 1. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 35" OF ANY AIR DIFFUSER. 2. 2013 NEPA 72-17.7.1.11 REQUIRES THAT SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. 2.1. ANY SMOKE DEFECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS. 3. WALL MOUNTED NOTIFICATION DEVICES BACKBOX BETWEEN A MINIMUM OF 80" AFF TO A MAXIMUM OF 96" AFF. 3.1. DEVICES THAT ARE UNABLE TO BE MOUNTED WITHIN THAT RANGE MUST BE VERIFIED BY REDHAWK FIRE & SECURITY PRIOR TO INSTALLATION. 3.2. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 4. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED AT A HEIGHT NO GREATER THAN 48" TO TOP AND NO LOWER THAN 36" TO BOTTOM (PER ADA REQUIREMENTS). 5. FIELD VERIFY ALL SPRINKLER MONITORING DEVICES WITH FiRE PROTECTION CONTRACTOR 6. FIELD VERIFY ALL HVAC, FAN CONTROL, FIRE/SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS WITH MECHANICAL CONTRACTOR 7. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. 8. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. 8.1. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TiES TO GROUND ONLY AT THE FACP BY THE REDHAWK FIRE & SECURITY FIELD TECHNICIAN. 9. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ TEST. 10. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. REDHAWK FIRE & SECURITY REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ TESTS. 10.1. EACH CIRCUIT (SLC, NAC OR POWER) MUST BE CLEARLY IDENTIFIED WITH A DISTINCT COLOR 10.2. EACH NAC CIRCUIT MUST BE CLEARLY MARKED AS TO WHICH DEVICES ARE ON EACH CIRCUIT AND IN THE ORDER THE DEVICES ARE WIRED TO COMPLETE THE CIRCUIT. SYMBOL & WiRE STYLE IDENTIFICATION J -BOX 2C,D S WiRE/CABLE INDENTIFIER 2C = 2 TYPE "C" CABLES S D =1 TYPED" CABLE OPEN CABLE" ' RACwAv S CABLE INSTALLATION TYPES 5- -2HR- - - -2HR- --S DEMO OR REMOVE EQUIPMENT FROM SERVICE RACEWAY REQUIRED TO BE INSTALLED UTILIZING 1 of 3 NEC APPROVED 2HR METHODS OF PROTECTION 5- - • • -/}/ • • - -5 AC POWER (120, 240 or 480VAC) X - _ ENLARGED P IIBOUNDRYNDICATES VIWS THE DETAIL # BOTTOM LINE INDICATES THE SHEET # XX END of LINE RESISTOR ?? FLAG NOTE J 0 10'-0" ATC ELEVATION DETAIL CEILING INFO SHEET NOTE ADA ROOM, AREA OR ZONE BOUNDRIES 2HR RATED WALL 1 HR RATED WALL EQUIPMENT NOTE FULL HEIGHT WALL PARTIAL HEIGHT WALL SCOPE OF WORK & DESIGN BASIS THIS IS A JOINT VENTURE BETWEEN REDHAWK FIRE & SECURITY AND MCKINSTRY ELECTRIC. 1. BUILDING INFORMATION: 1.1. THIS IS A 1 STORY BUILDING WITH A MEZANINE. 2. FACP INFORMATION: 2.1. THE FACP IS A NES -320 INTELLIGENT FIRE CONTROL PANEL. 2.2. THE FACP IS INSTALLED IN ELECTRIC ROOM 105. 2.3. A REMOTE ANNUNCIATOR iS LOCATED iN THE ENTRY VESTIBULE 101. 3. AUTOMATIC AND MANUAL DETECTION: 3.1. CODE MINIMUM DETECTION IS PROVIDED. 3.2. PULL STATION IS LOCATED ONLY AT THE FACP. 4, NOTIFICATION AND EVACUATION DEVICES: 4.1. THIS IS A GENERAL ALARM BUILDING. 4.2. HORN/STROBES ARE PROVIDED THROUGHOUT THE BUILDING. 4.3. THERE IS 1 NAC BOOSTER POWER SUPPLIES, NOTIFIER FCPS24-S8, LOCATED IN THE ELECTRIC ROOM 105. 4.4. ALL STROBES WILL BE SYNCED. 5. SPRINKLER SYSTEMS: 5.1. THE BUILDING IS FULLY SPRINKLERED. 5.2. FAS MONITORS THE BUILDING SPRINKLER SYSTEM. 6. WIRING REQUIREMENTS: 6.1. ALL WIRING SHALL BE INSTALLED WITH LEVEL 1 SURVIVABILITY REQUIREMENTS PER 2010 NFPA72-12.4.2. 6.2. MEANING ALL CABLE SHALL BE INSTALLED IN (AT MINIMUM) OPEN CABLE TIED TO STRUCTURE. 6.3. ALL CABLE MUST BE INSTALLED PER NEC & THE PROJECT CONTRACT REQUIREMENTS. 7. CENTRAL STATION MONITORING (BY REDHAWK FIRE & SECURITY): 7.1. REDHAWK F&S IS THE CONTRACTED MONITORING AGENCY AND CENTRAL STATION REPORTING IS INCLUDED IN OUR SCOPE OF WORK. ; - 7.2. REDHAWK F&S IS PROVIDING A UDACT-2 AND A AES RADIO FOR REPORTING. 7.3. THE LOCATION OF THE AES TRANSMITTER ON THE DRAWINGS IN CONCEPTUAL IN NATURE ONLY AS THE FiNAL LOCATION OF THE AES RADiO IS DETERMINED ONCE A SiTE RADIO SIGNAL STRENGTH TEST IS PERFORMED BY REDHAWK F&S. 7.4. ALL ALARM SiGNALS WILL BE REPORTED TO CENTRAL STATION. 1D025 1D026 1D027 10028 10024 1M003 1M002 1M013 6 C47K SPRINKLER WATER FLOW Ba.-- -- ONE -LINE RISER DETAIL APS -1 1M001 D,P La 6 10001 1D002 10003 10004 1D005 10006 D,P D,P 1D009 1D010 10011 1D012 2N,P ROM FACP S 6 I FARA I D 1D007 6 1D®8 WP *P WP D,P C1 -2/4.7K cc CD mW O- �N WW W LJJ UC7C▪ OCO CDO 10013 10014 10015 10016 10017 1D018 10019 10020 1D021 10022 10023 PROJECT CONTACT INFORMATION: SHEET # CUSTOMER: NAME: MCKINSTRY 1 FA000 ADDRESS: 5005 3RD AVENUE S 2 FAO01 SEATTLE, WA 98134 3 FA101 CONTACT: ROB CRAWFORD 4 FA102 PHONE: 206-800-1204 5 FA201 FAX: 6 FA202 EMAIL: robertc@mckinstry.com -- -- FIRE ALARM 1 LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 PHONE: 425-486-2600 FAX: 425-486-2611 SALESMAN: JOE SKVARLA joe.skvarla@redhwakus.com EXT: 1437 PROJECT MANAGER: HOLLIE HAVENS holliie.havens@redhawkus.com EXT: 1446 DESIGNER: CHRISTINE ENGSTFELD christine.engstfeld@redhawkus.com EXT: 1462 SHEET SCHEDULE: PAGE # SHEET # DESCRIPTION 1 FA000 PROJECT INFORMATION 2 FAO01 WIRING DETAILS & CALC'S 3 FA101 FIRST FLOOR FIRE ALARM SYSTEM LAYOUT 4 FA102 MEZZANINE FLOOR FIRE ALARM SYSTEM LAYOUT 5 FA201 FIRST FLOOR REFLECTED CEILING PLAN 6 FA202 MEZZANINE FLOOR REFLECTED CEILING PLAN -- -- -- End of List -- N.I.C.E.T. CERTIFICATION STATEMENT 1. THESE FIRE ALARM DRAWINGS HAVE BEEN REVIEWED PER THE SHEET SCHEDULE NOTED ABOVE. 2. 3. ?apAp,s BRIAN VANDERHEYDEN DATE SIGNED: OS/21/2b1 y CONTROL LOG #: 10-24 AHJ APPROVALS: D Without Coro then ts lir As Noted is _ Re` D Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City 5I:andards. Acceptance is subject to errors and omissions which do not authorize violations -of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. • Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 47-1.0A41 By: / s)1 Tns4,11 v eiviv,, i F,A 1 S4 -w4 -.-3,s 0A. a I1 4 •3461-0,--e-vA-S - T,-,sa.01 brc,114„ hah4),le iAhvAV e", okedoeAteJ Fire Permit Number f -1 D TO schedule in v22cti0nS coil 206-575-4407 44 44 O SCALE: 1/8" = 1'-0" Ott-Cs,rnCrCr= 4J 0-oc000=c..>C-> O N N N N 1 O _ CD CD CD ▪ -N- UJ CD t` 0 O O O O 3 cs O5Om T. O�QOQ�QU=j 07o W p~ �WWJUaEig CO 0 LLJ O CC I 1 I 1 I I r� ,n in O O 0 O N NCV N Z _ Z=Z \ W -J L)4.- r-- --. Q ¢¢ V d Op 0 ai m Z Z Z ENGINEER OF RECORD: PAID �-� G5 2319 TUKWILA FRF WHEN PRINTED ON ARCH•E1(30)(42) SCALE: NO SCALE DEVELOPMENT RELEASE DATE: 08/2112019 FIRE ALARM SYSTEM PROJECT INFORMATION FA000 © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED czyl W Lin CDc CV rn 0 i V Ca LI- CM PLOT DATE: 21 -Aug -2019 D -z 120VAC Std 9JPPfFSSOR L-) nn 1111 DR III 1HU 111 II 11- BATTERIES S N Eng 55 bgsgvs FragE afl- a�a� isrsai tau. OI/111/2014 nam tt* 9( fl a s9/f6 125.46-253:1 000000 000 00 00 0 43 0 0 0 9 0 0 0 o1 0 i0 f0 ® o 0 ®71` i m0 .=0 0 I�1 0 0 NFS-320 INTELLIGENT FIRE ALARM PANEL CPU SCALE: NONE LLL 4 FAULT SIGNAL TO C.S. ALARM SIGNAL TO C.S. SUPRV SIGNAL TO C.S. LAST MODINMEOFD�1F.1 HEvis : ATL RDP IN 24VDC IN NP PN 0 fi MAO ca€sx:e=xaacxa.5am I Mau al m.0 IUP Rst6910 4254.- 6.0 E,LJ LJ L °FDU.80 REMOTE ANNUNCIATOR RDP OUT 24VDC OUT p1�20,pV�ApC��{ 2062 lfFA72. CC CC NAC -4 OUT NAC -3 OUT NAC -3 OUT NAC -1 OUT D D SLC IN SLC OUT sum sUPPRESOR C)321 OLP DETECTOR BASE 4"x4"2.25' DEEP BOX cccco Off I Mk' 0 I- 01 504 3" ROUND MUD RING ®DNR DUCT SMOKE DETECTOR DETECTOR BASE IP NOW FC 1-1 ON PROVIDED AA'lD-Cff'e U DETECTOR HEAD OBACKBOX & MOUNTING 0MEn CS FDU-80 REMOTE ANNUNCIATOR wit BACKBOX & MOUNTING REQUIREMENTS SCALE: NONE LAST MODIFI O�N� Fl SIGN OCT 02015 FA -D 1 .2.1 FCPS24-Sx SERIES NAC POWER SUPPLY- WIRED FOR GENERAL ALARM OPERATION SYNC IN SYNC OUT 00 B 8210LP DETECTOR BASE wi RA100Z REMOTE ALARM INDICATOR EDBACKBOX & MOUNTING ISOMETRICS SCALE: NONE LAST MDDFi IDF� SIO OFA DTL1.4 B210LP DETECTOR BASE wit & w/o THE RA100Z REMOTE INDICATOR & BACKBOX MOUNTING ISOMETRICS SCALE: NONE LAST MODI ON IED ON OCT Ot 2015 I1 SIFA DTLt: i0 °DNR DUCT SMOKE DETECTOR w! RTS -151 REMOTE l DCATORSTATION °DNR DUCT SMOKE DETECTORw! RA400Z REMOTE TEST STATIN DNR DUCT SMOKE DETECTOR wit the RTS -151 & RA100Z REMOTE TEST SWITCH ACCESSORIES SCALE: NONE LAST MODIFl,DNL: APIBL 20, 2017 R1�n,S N: FA-DTL_1.6. � SLC IN D D ONBG.12LXPULL STATION SLC OUT PUS 8TA OBACKBOX & MOUNTNG OPTON ISOMETRICS NBG-I2LX PULL STATION WI BACKBOX & MOUNTING ISOMETRICS SCALE: NONE LAST MODE IEDAON SION OCT 01,0 FA -011_1.6. D D A FMM-1 SINGLE SWITCH INPUT MONITOR MODULE D D 10FDM-1 DUAL SWITCH INPUT MONffOR MODULE SLC OUT °FMM-101 SINGLE SWITCH INPUT MINEMONITOR MODULE 24VDC IN SLC IN PD DP C,G,S,ar V 4N c C A FCM•124VDC OUTPUT CONTROL MODULE SLC IN 24VDC OUT SLC OUT FRM•I DUAL FORM -C RELAY CONTROL MODULE SLC OUT FMM-1, FMM-101 & FDM-1 MONITOR MODULES wit BACKBOX & MOUNTING ISOMETRICS SCALE: NONE LAST MOD IREFED oN IL NAME VISION OCT 01, 2y015 FA-DTLI.6.6 rO FCM-1 24VDC OUTPUT CONTROL & FRM-1 RELAY MODULES wit BACKBOX & MOUNTING ISOMETRIC SCALE: NONE LAST MODIFI�p ON OCT Ot, 2015 mom tE FA -DT ii Co FROM NAC SOURCE cue Olt° RA-'.IiE O1s�K RAS * 10* 0-S C or S f 4.7K 63 rut tomcat* 0* mo¢ HORN -STROBE MOUNTING PLATE HORN -STROBE MOUNTING PLATE HORN -STROBE MOUNTING PLATE A SPECTRALERT ADVANCE SPEAKER -STROBE MOUNTING PLATE NAC OUTPUT #4 NAC OUTPUT #3 NAC OUTPUT #2 NAC OUTPUT #1 NAC POWER SUPPLY °STROBE CONTROL &OUTPUTS form FCPS24S? NAC POWER SUPPLY OBACKBOX & MOUNTING ISOMETRICS SPECTRALERT ADVANCE COMBINATION HORN -STROBE via FCPS NAC POWER SUPPLY SCALE: NONE LAST MITT) OFDITL PP 24VDC IN 24VDC OUT c=@2===.,,Q FCM-1 NAC CONTROL MODULE °SSM SERES BELL TRIGGERED BY FCM-1 FIRE ALARM CONTROL PANEL (DSSM SERE BELL TRIGGERED BY FACP SSM SERIES ALARM BELLS via a FCM-1 or DIRECT CONNECTION TO NAC OUTPUT ON FACP SCALE: NONE LAST MODIFlED •OLE QCT Of, ?7015 D D A FMM•1 SINGLE SWITCH INPUT MONITOR MODULE SLC OUT sanraE0 SUPERVSORY rm 00.02 OFDM•1 DUAL SWITCH NPUTMONIf0RMODULE SLC OUT SPRINKLER SUPERVISORY MONITORING via a FMM-1 or FDM-1 MONITOR MODULES SCALE: NONE LAST MODFFlEE,ON REVIS FA -01011 D 0 FMM4 SINGLE SWITCH INPUT MONITOR MODULE °FMM-101 SINGLE SWITCH INPUT MINIMONIfOR M0DULE C01224 CO2 DETECTOR MONITORING via a FMM-1 or FDM-1 MONITOR MODULES SLC IN SLC OUT SCALE: NONE LAST MOUS pt 2T,8110 i rr IIr 111 Ill '11 120VAC "N" -+I 120VAC "H" -r r - - -� II II II FIRE SMOKE DAMPER rr IIr 11 111 III FIRE SMOKE DAMPER FIRE SMOKE DAMPER 4- 120VAC "H' SWTCHLEG THROUGH N.C. RELAY CONTACTS DP 24VDC IN SLC IN FCM-1 CONTROL MODULE r� IIr -6- 24VDC OUT SLC OUT 120VAC FIRE/SMOKE DAMPER CONTROL INTERFACE: POWER FAIL TO CLOSE SCALE: NONE LAST MODFILENAOM RENSIO� 01, 2015 - TL1.82.1 120/ 08/480VAC 014 - 120/208/480VAC H - G HVAC FAN NI R20 -E RELAY 120VAC MOTOR STARTER SWITCH LEG THROUGH N.C. RELAY CONTACTS PD 24VDC IN SLC IN DP 1G 91 FCM-1 CONTROL MODULE 24VDC OUT SLC OUT HVAC FAN SHUTDOWN CONTROL INTERFACE via MOTOR STARTER CONTACTS (120VAC SWITCH LEG) SCALE: NONE LAST MODIFl 0 Ot 201 FIT F-D1L1.8.2� VJS�ILITY IS SET TO "ALL" C 0 0 6 FIRE ALARM CONTROL PANEL AES inteiliNt AES 7788F INTELLINET MESH RADIO ALARM COMMUNICATOR w17067 INTELLITAP SCALE: NONE LAST MODLIIlI t R REl4Sl SFA25, DTL92017.2 PD DP SPRINKLER SOLENOID 24VDC OUT SLC OUT °FCM•1ReI24VDCOUTPUT RELEASNGCONTROL MODULE ®BACKBOX ISOMETRIC FCM-1ReI 24VDC RELEASING OUTPUT CONTROL wit BACKBOX & MOUNTING ISOMETRIC SCALE: NONE [AST MODIFRE' UOE F IN DEC 01,i.62015 A- FACP Battery Load & Back-up Calculation FACP Control Panel: FACP Circuit Identifers: Output #1 Output #2 Output #3 Output #4 Each Each Standby Norm Total Standby Total Alarm Location: ELEC RM 105 FACP Type: NFS-320 (FACP) Line # Qty: Part #: Description: 1 1 NES -320 Fire Alarrn Control Panel: 1 SLC Loop, 318 SLC Devices, Black 0.2500 02500 0.2500 0.2500 2 1 FDU-80 Remote Digital Display 0.0500 0.1000 0.0500 0.1000 3 1 7788F Radia Alarm Communicator Transmitter (8 -Zone) 0.0000 0.0000 4 1 7067 InteIlTAP for AES 7788F Radio Transmitter 0.0000 0.1210 0.0000 0.0000 5 2 08004 DACT/RACT/CACT Secured Transformer Kit P2WL (95) Wall Horn w/ Strobe set of 95cd 0.0000 0.0000 6 14 FSP -951 Intelligent Photoelectric Smoke Detector. White 0.0002 0.0045 0.0028 0.0630 7 12 FCO -851 Intelligent Photoelectric Smoke & CO Detector: Ivory 0.0002 0.0072 0.0028 0.0864 8 1 FST -951 Intelligent Heat Detector - 135' Fixed Temp: White 0.0002 0.0045 0.0002 0.0045 9 15 6300-6 Intelligent Detector Bose: White 0.0000 0.0000 0.0000 0.0000 10 12 B200S-WH Audible Detector Base (for FCO -851 Detectors) 0.0005 0.0350 0.0060 0.4200 11 1 NBG-12LX Addressable Manual Pull Station 0.0004 0.0050 0.0004 0.0050 12 2 FMM-1 Addressable Monitor Module 0.0004 0.0050 0.0008 0.0100 13 6 FDM-1 Addressable Dual Monitor Module 0.0002 0.0064 0.0014 0.0384 14 3 FCM-1 Addressable Control Module (NAC) 0.0004 0.0065 0.0012 0.0195 15 1 FCM-1REL Addressable Solenoid Control Module 0.0007 0.0090 0.0007 0.0090 16 2 R -20E Aux Relay 2 Form °C' SPDT w/ Enclosure - Activated on Alarm 0.0000 0.0350 0.0000 0.0700 17 1 SSM24-10 Electric Bell, 10", 24VDC 0.0000 0.0300 0.0000 0.0300 18 0.0000 0.0000 19 0 0.0000 0.0000 20 0 0.0000 0.0000 21 0 0.0000 0.0000 22 0 0.0000 0.0000 23 0.0000 0.0000 24 0.0000 0.0000 25 0.0680 0.0000 0.0000 0.0000 26 # Devices per Circuit 11 20 12 0.0000 0.0000 27 Total Standby Circuit Calculated Amps (3): 0.000 0.000 0.000 0.0000 0.0000 28 Total Alarm Circuit Calculated Amps (1): 2.619 1.336 0.869 0.0000 0.0000 29 Wire Gauge Used (awg): 14AWG 14AWG 14AWG 0.0000 0.0000 30 Circuit Length (ft): 165 350 450 0.0000 0.0000 31 Estimated Voltage Drop (dc): 2.25 2.43 2.03 0.0000 0.0000 32 Estimated EOL Voltage (dc): 21.75 21.57 21.97 0.0000 0.0000 33 Calculated Voltage Drop %: 9.4% 10.1% 8.5% 0.0000 0.0000 34 1) Current Drow Measurement based on: UL1971, 16-33V, DC, High db & Temporal Patten 2) Some Outdoor/WP Devices have the same Measured Current Draw as the Indoor Devices and may not listed separately above. 3) When the APS is configured for "Doors', Output #4 shutsdown on loss of AC Power. Therefore no 'Standby' Current Draw is shown BATTERY LOAD CALC for APS-1:NAC P.S. Max Rating:I 8.000 Total Amps Required: 0.0000 0.0000 35 0.0000 0.0000 36 Total Hours Required for Standby (AH): 2.2 Minutes Alarm: 15 0.0000 0.0000 37 1.2 Backup Generator? No 0.0000 0.0000 38 Voice Evacuation? No Spare Circuit Capacity: 20% Spare Battery Capacity Required: 0.0000 0.0000 39 Spare Battery Load Factor. 20% Actual Battery Size Required (AH): 4.1 0.0000 0.0000 40 0.0000 0.0000 Total Current Drawl 0.3162 1.1058 BATTERY LOAD CALC for FACP: FACP Max P.S. Rating: Total Standby Current: Total Alarm Current: Spare Circuit Capacity: Spare Battery Load Factor. 6.000 Total Amps Required: 1.106 % Used:I Required (AH): Required (AH): Needed (AH): Required: Required (AH): Supplied: =I 18% MAXIMUM Total Amp Hours Total Amp Minutes Minimun Battery Sze Spare Battery Capacity Actual Battery Size Total AH Rated Batteries Hours Standby 24 0.3162 7.6 Minutes Alarm 15 1.1058 0.3 Backup Generator? No 7.9 Voice Evacucation? No 20% 1.6 Military? No 20% 9.4 CHARGER CAPACITY IS: 200 AH 10,0 NAC Circuit Load, Voltage Drop & Battery Load Calculations APS -1 APS Name: APS -1 Standby: Alarm: Circuit Identifers: Output #1 Output #2 Output #3 Output #4 Aux Location: EEC ROOM 105 P.S. Type: FCPS-24S8 Part #: Description: 0.0910 0.1450 NAC Sync NAC Sync NAC Sync NAC Sync Power C1-1 01-2 C1-3 C1-4 X -X Total Qty P2WL (15) Wall Hom w/ Strobe set at 15cd 0.0000 0.0540 1 3 3 7 P2WL (30) Wall Hom w/ Strobe set at 30cd 0.0000 0.0740 2 1 3 P2WL (75) Wall Horn w/ Strobe set at 75cd 0.0000 0.1210 1 2 3 P2WL (95) Wall Horn w/ Strobe set of 95cd 0.0000 0.1420 1 1 P2WL (115) Wall Hom w/ Strobe set at 110cd 0.0000 0.1620 0 SWL (15) Wall Strobe set at 15cd 0.0000 0.0430 8 5 13 SWL (30) Wall Strobe set at 30cd 0.0000 0.0630 0 SWL (75) Wall Strobe set at 75cd 0.0000 0.1070 0 SWL (95) Wall Strobe set at 95cd 0.0000 0.1210 0 SWL (115) Wall Strobe set at 110cd 0.0000 0.1480 0 P2WH-LF (177) Wall LF Sounder w/ Strobe set at 177cd 0.0000 0.3250 6 6 P2WK (75) Wall Hom w/ Strobe set at 75cd, WP 0.0000 0.1760 2 2 1 5 SWK (15) Wall Strobe set at 15cd, WP 0.0000 0.0660 5 5 0 0 0 0 0 0 0 Typical Door Holders 0.0680 0.0000 0 # Devices per Circuit 11 20 12 0 0 43 Total Standby Circuit Calculated Amps (3): 0.000 0.000 0.000 0.000 0.0000 0.0910 Total Alarm Circuit Calculated Amps (1): 2.619 1.336 0.869 0.000 0.0000 0.1450 Wire Gauge Used (awg): 14AWG 14AWG 14AWG 14AWG 14AWG Total Circuit Length (ft): 165 350 450 0 0 Amps Estimated Voltage Drop (dc): 2.25 2.43 2.03 0.00 0.00 Required Estimated EOL Voltage (dc): 21.75 21.57 21.97 24.00 24.00 4.824 Calculated Voltage Drop %: 9.4% 10.1% 8.5% 0.0% 0.0% 1) Current Drow Measurement based on: UL1971, 16-33V, DC, High db & Temporal Patten 2) Some Outdoor/WP Devices have the same Measured Current Draw as the Indoor Devices and may not listed separately above. 3) When the APS is configured for "Doors', Output #4 shutsdown on loss of AC Power. Therefore no 'Standby' Current Draw is shown BATTERY LOAD CALC for APS-1:NAC P.S. Max Rating:I 8.000 Total Amps Required: I 4.824 j % Used:I 60% Hours Standby. 24 Total Standby Current 0.0910 Total Hours Required for Standby (AH): 2.2 Minutes Alarm: 15 Total Alarm Current: 4.9690 Total Hours Required for Alarm (AH): 1.2 Backup Generator? No Minimum Battery Size Needed (AH): 3.4 Voice Evacuation? No Spare Circuit Capacity: 20% Spare Battery Capacity Required: 0.7 Military? No Spare Battery Load Factor. 20% Actual Battery Size Required (AH): 4.1 MAXIMUM CHARGER CAPACITY IS: 18AH Total AH Rated Batteries Supplied: =I 7.0 WHEN PRINTED ON ARCH -E1 30x42 t.e- 00000 UU z T O ‹.-='...4.' N c ,1- n �00 CD 0 0 0 0 N CC 000� W o- ¢¢QTY oao¢m 'ss, 1: i D es y Q O m Q o ~ 3 CD O- LsJ m o Mt p0=a1JEd w o --r-== 2* u�i On� UWBC) C7a= ae �ccna¢gdSE25ov al 0 o tit "a 1 1 1 1 L,, 1, Lc, EC7 1 1 1 1 5 0 0 0 N N N N Li) Ff 0 CD . n t_5'cn=EES¢¢ OdOZZ=C% m CI CC O CC Ls - O Z W SCALE: NO SCALE DEVELOPMENT RELEASE DATE: 08121/2019 r FIRE ALARM SYSTEM WIRING DETAILS & CALC'S FA001 © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. First Floor FAS Layout.dwg CAD Files\FAS Drawings Rev0\FA101 CAD FILE: M:\Projects\2019\19-1120 Tukwila Fire Stn 51\05 Engineering \01 PLOT DATE: 21—Aug-2019 (F C1-3 2C,D STOR 138 CI -3/4.7K 2C CASCADE C ION (FOI61 a • SCBA 1371 CO A 1© RIDOR 135 CLEAN 136 C FUTURE PARTS WASHER 01-3 C1-3 S OP NEI CORRI D 131 EMS 132 © C1-3 © C1-3 OR PC 2C ,0 WP 1-3 1 1 1 1 1 it 1 1 I1 1 1 1 1 1 J APP BAY 130 C1-3 C 0 MECH 133 C,D,P ELEC MRM 81051 LIF-.„. D,P 7A 1M013 D SPRINKLER WATER„ J) C� 4 FLOW BELL 10024 D DM DM ® DM .. 4.. 4.etitiljakkhkrip 1 11 li fl� 1 / 1/ / / / / / / / / / / / / / / / / / / / / / / / / OPEN TO ABOVE / \ / / / / �\ / �\ / / / �\ / \ /\ / / / / / \ / A / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \\ / / / \\ WP / / / / / / / / / / / / _ / /// w 6g'l1 ,e- Y Y N CB O O O ODE M WP 01- 1 1 ,1 ii i 11 COMM 1, 11. WC DE26 ''i CON�_ 2C J 1 i RECEIV 3 1251 �� FA101 i HD BD Int I 2C C C1-2 ......-.7.-J 127 D,P • r Q WP C1 -21i \\ 2C 6 C1-2 6 122 BUNK 121 C1 -1/4.7K C1-2 4.7K AIRLOCK C 123 GEAR WA 128 C C1-2 H WP C1-2 GEAR STOR 129 A C1-2 1 C 10018 LAUN JAN 2C MEM BA H IRE© — WP ©C1-2 ell 1-2 ADA B TH 11 BAT ®1 C1-2 RLOCK olop 10007 C 1© C1-2 FVNRE 2C WP 01-2 01-2 I1 BUNK r1 20 10022 • 12 0,P D P 10021 0_ 0 D,P C 0 2C II© CORRIDOR 119 D,P 1D017 • 10013 C � j118A1 10015 2C • 1 C1-1 2 C • BUNK 20 1181 • 1116AI. 10012 C1-2 r°c C1-2 STATION OFFICE 107 10008 s �1) 3,1 D D 6 CI AD 01-2 WC Inv • ▪ 10016 P D,P BUNK 21) 1161 • • 114A1 10010 D,P • O 10014 P 20 R 112AI BU C1-1 C1-1 C1-1 K IE 4 ▪ 10011 D,P 0 P 2D CAP_: 1 2 C1-1 U K p0 1D009 _ C,D 1 1 1 C,D,P C OR I 103 C1-2 CAP 0 FICE 10 FIRST FLOOR FIRE ALARM SYSTEM LAYOUT • WP C1-1 DECON 126 2C Y Y Y O 0 O 0 BIO BIO COMM 127 C1-2 10023 2D FM-200NIROSYSTEM ILER BY OTHERS ©3 GGE�R�A�_ SUPERVISORY -'115 D.SCNHARGELARM MDP o S RECEIV 122 COMM ROOM 127 ENLARGED V SCALE: 1/8” = 1'-0" COURTYARD EW PHYS TRAIN 106 2C,2D C1-1 2C,D,P 2C,D,P ENTR VESTIBULE C1-2 FROM FA P 2N,P SCALE: 1/8" = 1'-0" 2C,D,P 6 2C,D,P 2D 35 10005 KITCHEN 104A 2D 01-1 C1-1 1D003 2C,D,P r 10004 2C,D,P DAYROOM 1048 1 D GAS METER ALCOVE 2 FA101 ELEC 105 .1 )AYROOM 104B DEDICATED 2C,D,P 6 MOUNT ON UNDERSIDE OF BEAM 1M003 D,P IC I 6 RI E C EC 10002 GAS METER ALCM ©VE 2C,D,P ?.._,� 120VAC DEDICPTED M001/APS-1 LI- 0,P 1M002 �- 2C,D,P 2C,D,P 1 O -M6 � I CHRM8133' v ELEC ROOM 1 05 ENLARGED VIEW 2 SCALE:1/8" = 1'-0" 410 12 120VAC DEDICATED O tea- o) cn C7) Orn =41 OJ c.) 0 0 0 0=E: V z O N N N N CS, O 1- d •-000 r R` O O O O N 0 ee re C='gm W W-�Yy m 0 c o 0 0 0 o V¢ W O�� U W U� Oz C S CD 0) LAJClQ 1 I LC) t ) U CDCD N N N O o LU .▪ = Z \CV O CI .".4.4 » 2!E ¢ ✓ a o m z z ENGINEER OF RECORD: W itt m Ci) 1.1 SCALE: $" =1'-0" C - 16 8 6 4 2 4 0 WHEN PRINTED ON ARCH -E1 30x42 w re 0 PROJECT NAME SCALE: 118" =1'..0" DEVELOPMENT RELEASE DATE: 0812112019 FIRE ALARM SYSTEM FIRST FLOOR LAYOUT FA101 © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. CAD FILE: M:\Projects\2019\19-1120 Tukwila Fire Stn 51\05 Engineering\01 CAD Files\FAS Drawings RevO\FA102 Mezzanine Floor FAS Layout.dwg PLOT DATE: 21—Aug-2019 MOUNT ON UNDERSIDE OF BEAM (TYP) MECH PORCH 203 1D028 MECH P TFORM + ! --I-- I / I MEZZANINE FLOOR FIRE ALARM SYSTEM LAYOUT SCALE: 1/8" = 1)-0') B1 16 SCALE: 8" =1'-0" . 8 6 4 2 0 CZ) WHEN PRINTED ON ARCH -El 30x42 lAI`7 LC) LC) O O D O N N N ENGINEER OF RECORD: IRE ALARM CONTRACTOR ROJECT NAME 0 N W Q W cn cr, 100% DESIGN DOCS — PERMIT SUBMITTAL SET SCALE: 118" =1'-0" DEVELOPMENT RELEASE DATE: 0812112019 FIRE ALARM SYSTEM MEZZANINE LAYOUT FA102 © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. CAD FILE: M:\Projects\2019\19-1120 Tukwila Fire Stn 51\05 Engineering\01 CAD Files\FAS Drawings RevO\FA101 First Floor FAS Layout.dwg PLOT DATE: 21—Aug-2019 ,J STOR 1381 EXPOSED INSUL r \ \ EXPOSED INSUL 1371 1 � OPENTO ;� AB VE FI ITI IRF PARTS WASHER_ EXPOSED DECK [134 jEXPOSED DECK EXPOSED DECK, EMS 132 • `i. EXPOSED DECK MECH 133; La 1D024 / / / / / / / / / / / / / / / / r -J / / / / / / / \ / \ \ \\\ 130 r/ \ / \ / \ / \ / \ / \ / OPEN TO ABOVE APP BAY / / / / / / / / / / / /— -e r GEAR WASH 128 ;EXPOSED DECK 129 f EXP DECK {COMM 1 12:7 It L 3 FA101 J RECEIV L22 I —EXP DECK 10018 21 1os1 10013 12 WALL -MTD HVAC UNIT BELOW, TYP 10022 1®1 / 10019 10017 10015 10012 1D007 (.2J 10008 FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 10010 0 1D®6 0 10020 10016 1D014 1®1 10009 _LE OPEN TO STRUCTURE ABOVE LOCKERS, TYP DECOR! 126 BIO BIO 1EXP_DECK COMM 127 10023 RECEIV 12-2 EXP-DECFSI CD,1 COMM ROOM 127 ENLARGED RCP VIEW COURTYARD ,EXPOSED DECK; r 1D® 5 10004 1D003 21 GAS METER ALCOVE 2 FA101 ;EXPOSED DECK ELEC L__ 105 A ) MOUNT ON UNDERSIDE OF BEAM 100012 GAS METER ALCOVE EXPOSED DECK ELEC 105 ELEC ROOM 105 ENLARGED RCP VIEW SCALE: 1/8" = 1'-0" 1— LU J m t!) H SCALE: 8" =1'-0" a 16 8 6 4 2 0 0 C:10 WHEN PRINTED ON ARCH -E1 30x42 �1.4-1 L.r) =c = N N N 0 z LL Z Z U U W p Z \[V O W _I CC: .'3: Uf4E3 nU N= t 4 C o c,ZU \p- CI- U c a UU O R m Z ENGINEER OF RECORD: (21 CO. C° IL WLL= O °D CQ ui = = w wG 12 U? cf`° CON iiS o�CO LI cf� t CO Z CO re ci W M 'J Q Q z 0 0 2 W 100% DESIGN DOCS — PERMIT SUBMITTAL SET SCALE: 118" =1%0" DEVELOPMENT RELEASE DATE: 0812112019 FIRE ALARM SYSTEM FIRST FLOOR LAYOUT REFLECTED CEILING PLAN FA201 © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. CAD Files \FAS Drawings RevO\FA102 Mezzanine Floor FAS Layout.dwg CAD FILE: M:\Projects\2019\19-1120 Tukwila Fire Stn 51\05 Engineering\01 PLOT DATE: 21—Aug-2019 MOUNT ON UNDERSIDE OF BEAM (1YP) MECH PORCH 203 1D028 EXPOSED DECK 1D027 MECH PLATFORM 7 202 1D026 EXPOSED DECKI_ STORAGE I 201 ca 1D025 1,EXPOSED DECK MAGNA -RAIL --MAGNA-RAIL 6-J 2_) EXPOSED DECK 1 ��MEZZANINE FLOOR REFLECTED CEILING PLAN 1— LU calJ m t1i 1— LU SCALE: 8"=1'-0" 16 8 6 4 2 0 Q WHEN PRINTED ON ARCH.E1 (30x42) = O <1- O) O) O) CJ) = W W 7 Li._ 0 0 0 0 0 U C.] .Z O N N N N I I \\\\ rn0.4.,""^-^ d - .- O 00 O \\\\ :o ^ n n c> O O O d 7 N CC 000Cr: a. QQ O¢ O m Z E-,3 W-vn_tn v O r-:=1 a s "C 3I Amo _OOQ� V L,JL,Wj W Z �pMI I,C 11.1 m 1=2 C) L)LL3 O -U' W O: O� V)((1)Q� WQ W 0C-) E �] 0) 0) CD a Q 1 1 1 I Lr) r7 Lo I I t i 0 0 0 0 N N N C Cil !r 0 = V'O CJ O \CVOW W_1 = c.,r`� Z C \ O C5 V dOC) 8 m Z Z= Cr:* O W CC O W C W FIRE ALARM CONTRACTOR z 3 0 cop V w LJ >m W Q 0 L.1-1 Cr) 100% DESIGN DOCS — PERMIT SUBMITTAL SET J ✓ d SCALE: 118" 1%0" DEVELOPMENT RELEASE DATE: 0812112019 FIRE ALARM SYSTEM MEZZANINE LAYOUT REFLECTED CEILING PLAN FA202 ...FUTURE EV CHARGING STATION 10'X30' LOADING SPACE..... PTD GALV STL ASSEMBLY FOR MTG TRAFFIC CONTROL BUTTON COORD VV/ ELEC ...._. GROUND LOOP SENSOR, PER ELEC REAR APRON PTD STL FIXED ,.BOLLARD • LINE OF OVERHANG ABV UTILITY ENCLOSURE (GENERATOR & TFISH) a ASPHALT PAVING 4i SEE CIVIL.,,.. SCOPE OF WORK 1. DESIGN, PROVIDE AND INSTALL ONE NEW WET SYSTEM TO PROTECT THE WARM AREAS OF THE BUILDING, ONE NEW DRY SYSTEM TO PROTECT THE EXTERIOR CANOPY AND ONE NEW DOUBLE INTERLOCK PRE -ACTION SYSTEM TO PROTECT THE COMMUNICATIONS ROOM 127. 2. EMERALD FIRE POINT OF CONNECTION ISA 6" SUPPLY FLANGE IN THE MECH ROOM 133. 3. ALL PLAN REVIEW AND SYSTEM ACCEPTANCE BY CITY OF TUKWILA FIRE DEPT 4. MATERIALS AND INSTALLATION PER NFPA #13, 2019. NOTES: 1) ALL UG WORK TO BE PERFORMED BY OTHERS. 2) EMERALD POINT OF CONNECTION IS AT THE FLANGE ABOVE THE FLOOR IN THE RISER ROOM. TH ARCH SCREEN W/ ELECTRIC SECURITYGATE-'I SUPPORT SPACES + UNCONDITIONED MECH PLATFORM (2 -STORIES) _.. AREA DRAIN PER CIVIL,. TYP DESIGN CRITERIA UGHT HAZARD - .10 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP 1- .15 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP II -.20 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. LINE OF OVERHANG ABV.., ^ty? ASPHALT PAV110; !i SEE CIVIL II!.• ,,,-- ..... 7'H SECURITY FENCE • ._ __.. CT ENCLOSURE & UTILITY METER TRANSFORMER ON PAD--- IRRIGATION POINT OF CONN .GROUND LOOP SENS R TYP, ._. GATE EGRESS BUTTON ,PER ELEC LIGHT POLE, SEE ELEC CENTER ON PARKING EXCLUSIONS 1. ALARM WIRING OR MONITORING SYSTEMS. 2. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING , PENETRATIONS, HANGERS AND BRACING. !. 3. PREP, PAINTING AND LABELING OF THE SPRINKLER PIPE. 4. ALL UNDERGROUND WORK. FLOW TEST: STATIC: 150.00 PSI RESIDUAL: 122.00 PSI FLOW: 2,500.0 GPM FRONT APRON; LIVING QUARTERS & SUPPORT SPACES (SINGLE -STORY) r LINE OF OVERHANG , GABV r, MAIN ENTRY ENTRY KIOSK. G14 ^ ;)1fA'1a1Ib01101c0Ip34;ItArlaIIb0)10IBOIP34 •lAt 88x:1SI TN MTL ARCH SCREEN \. ( PTD STL FIXED W/ ELECSECURITY GATE, iBOLLARD GAS MLI EH ALCOVE. 39-1012" NEW 8" LOOP --OILNJATERSEA,1oMarkerText1_O BELOW I..,,, _.. II FUTURE EV CHARGING 1 STATION, SEE ELEC 2 '. rn PTDGALV STLASS&MBLY U)4TGRITYKEELEYPADC GATE, ,SEC i'X' COORD W) ELEC HEAVY-DUTY CONCRETE F (4-8'A) GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR FM APPROVED. 2. PIPE CUTTING LENGTH'S ARE CENTER TO CENTER, UNLESS SHOWN IN (PARENTHESIS), WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019.. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 7. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS. 0'41" SIDE YARD SETBACK • .PER 18.41.0908 NEW F.H. °.' BOLLARD LIGHT - ADJUSTED ROW SEE,, COT ORO 2240 0-8 0-6'/2 3-21/2 coniw.r ' 1= 27 2-5Y2 2-0 41-4) s, : (0-4) II33 `rio 20 22 AC 1:13- 22 it Nb PROVIDE (4) 3/8" CONCRETE ANCHORS AT EACH FLOOR FLANGE AND FULL PIPE CLAMPS AT TOP OF EACH PIPE STAND. 25'h 20 x14 CONSTRUCTION NOTES 1. AU. NEW PIPE 2" AND LARGER TO BE SCHED-10 IMPORT BLACK STEEL WITH WELDED AND GROOVED FITTINGS, (UNLESS NOTED OTHERWISE). 2. ALL NEW PIPE 1'h" AND SMALLER TO BE SCHED•40 IMPORT BLACK STEEL WITH BLACK DUCTILE IRON THREADED, WELDED OR GROOVED FITTINGS. 3. BLACK PIPE SHALL BE USED ON DRY AND PREACTION SYSTEMS EXCEPT WHERE LOCATED OUTSIDE THE HEATED ENVELOPE OF THE BUILDING 4. TYPICAL HANGER TO BE 318" TOP BEAM CLAMP WITH RETAINER STRAP ATTACHED TO STEEL WIDE FLANGE BEAMS AND STEEL BAR JOISTS ALL WITH ATR & RING (UNLESS NOTED OTHERWISE). CONCRETE WEDGE ANCHORS TO BE INSTALLED TO HANG PIPE UNDER CONCRETE DECKS. 5. ALL AREAS OF THE BUILDING WHICH ARE PROTECTED WITH THE WET SYSTEM ARE TO BE HEATED AT ALL TIMES TO MINIMUM 40°F, IN ORDER TO KEEP THE WATER IN THE PIPES FROM FREEZING. 6.''FLUSHSEAL" GASKETS SHALL BE USED ON DRY AND PRE -ACTION SYSTEMS. SYMBOL LEGEND SPRINKLER MAIN '- EQB-2-WAY LONGITUDINAL 04) CURB, SEE CIVIL,. SPRINKLER MAIN EQB - 2 -WAY LATERAL CL OF S 180TH ST O 6" D.I. UNI -FLAME - BY OTHERS 0 6' STAINLESS STEEL GRV 90° ELBOW 3f 6• " FLEX GRV COUPLING ® 6" x 4" REDUCER GRV COUPLING Q 1• 14" RIGID GRV COUPLING ® 2" RIGID GRV COUPLING 7l 3• " RIGID GRV COUPLING 4• " RIGID GRV COUPLING • 4"x 3" GG CONCENTRIC REDUCER 10 1'• /2 " FLEX GRV COUPLING (F) 11 2" FLEX GRV COUPLING (F) 12 3" FLEX GRV COUPLING (F) RISER EQUIPMENT LEGEND 13 4" FLEX GRV COUPLING (F) 14 4" FLG x GRV ADAPTOR 15 6" FLG x GRV ADAPTOR 16 11/2" GRV 90° ELBOW 17 2" FIRELOCK GRV 90° ELBOW 1$ 3" FIRELOCK GRV 90° ELBOW 19 4" FIRELOCK GRV 90° ELBOW 20 4" x 1" FIRELOCK DRAIN GRV 90° w/ 1" GLOBE VA & PLUG 21 4" GRV CAP 22 2" PIPE STAND FOR 4" PIPE 24 WALL P.I. & TAMPER SWITCH El 4" FLG NRS GATE VALVE 27 4" FLG'D WILKINS MOD 350ADA DOUBLE CHECK DETECTOR ASSEM. w/ TAMPER SWITCHES 28 4" RELIABLE FxG MOD. E ALARM VALVE, MOD. E3 TRIM, RETARD CHAMBER & PR REL. VA. EQB-4-WAY SPRINKLER MAIN 29 RELIABLE WATER MOTOR GONG 30 2" RELIABLE MOD DDX-LP DRY PIPE VALVE ASSEMBLY w/ CONTROL VALVE, PRESSURE SW, LOW AIR PRESS SW AND MOD. A AIR MAINTENANCE DEVICE. El 11/2" RELIABLE MOD. H DOUBLE INTERLOCK PREACTION SYSTEM w/ TT BB CONTROL VALVE, PRESSURE SW, LOW AIR PRESSURE SW AND MOD. A AIR MAINTENANCE DEVICE. (HEAT DETECTION SYSTEM BY OTHERS) 32 DETECTION SYSTEM PANEL BY OTHERS 33 AIR COMPRESSOR: GENERAL TANK MTD OIL LESS MOD. OL11016*C(T), 1/6th HP, 115 V, 1 PH 34 12- HEAD SPARE SPRINKLER CABINET SPRINKLER PIPE SPRINKLER PIPE SITE PLAN 1 "=30'-0" RISER DETAIL 1/4"=1-0" HANGER & LINE RESTRAINT ELBOW DOWN O ELBOW UP © HYDRAULIC CALCULATION NODE C SSU AND SSP ON SAME TEE REVISIONS: ABBREVIATIONS 0' 15' 30' 60' FULLY ADHERED SINGLE PLY ROOF MEMBRANE OVER 1/2" COVER BOARD OVER TAPERED RIGID INSULATION OVER VAPOR BARRIER OVER 1'/2"CORRUGATED METAL DECK OVER STEEL BAR JOISTS @ 48" o/c, TYP ROOF 0 Without Comments `p' As Noted in Red % Per The Attached Letter These plans have been reviewed by Che Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests s totally with the (Xslgner.,,._ .,. Additions, deletions or revisions to rhe±,:N clrawings ager this date will void this acceptance and will require a _ resubmittal of revised drawings for subsequent approval. • Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date' /D -a,3 l By: TO sonediu1e ii L 4."-'CTIO 1S call 206-575-4407 +25'-9 1 /2" TO. COPING 0, UPPER EQUIPMENT -.... 20" STEEL BAR JOISTS @ 48" o/c ABOB - ABOVE BOTTOM OF BEAM ABOD - ABOVE BOTTOM DECK ABOJ • ABOVE BOTTOM OF JOIST ABOP • ABOVE BOTTOM OF PURLIN ABOT • ABOVE BOTTOM OF TRUSS ADN - ADJUSTIBLE DROP NIPPLE AFC - ABOVE FINISHED CEIUNG AFF • ABOVE FINISHED FLOOR BOB • BOTTOM OF BEAM BOD • BOTTOM OF DECK BOJ - BOTTOM OF JOIST BOP - BOTTOM OF PURLIN BOT •BOTTOM OF TRUSS CIC • CENTER TO CENTER CH - CEIUNG HEIGHT COJ-CUT ON JOB CMU- CONCRETE MASONARY UNIT CTS - CUT TO SUIT DN • DOWN m._•...., 6 FF - FINISHED FLOOR FOC - FACE OF CONCRETE FOS - FACE OF STUD FOW - FACE OF WALL GWB - GYPSUM WALL BOARD IFOS • INSIDE FACE OF STUD 1 IFOW - INSIDE FACE OF WALL!! Michael Todd Hallengren OFOS - OUTSIDE FACE OF ST 7223-0107-C Level 3 OFOW•OUTSIDEFACEOFW LEmerald Fire, L.L.C. RA-REMO 1 TO EMERAFL98UJR / RA TE AREA a RN - RISER NIPPLE WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Expire 1213111 -21/2' CONC DECK OVER 14/2" CORRUGATED METAL DECK 4 • 12" STEEL BAR JOISTS @ 48" o/c 1" PRE -ACTION -- APPARATUS STEEL CANOPY 11/4" DRY SYS COURTYARD +14'-6" . T.Q. COPING @ LOWER +11'8' _..._. T.O.S LOWER RF FPI OF 3 - COVER: SITE PLAN, CROSS SECTION, DETAILS. FP2 OF 3 - LEVEL 1 & LOW ROOF PIPING PLAN FP3 OF 3 - HIGH ROOF PIPING PLAN & DETAILS 14" STEEL BAR JOISTS 48" o!c PHYS TRAIN 1/8"=1=0" t 1 ICI'$ I ornilw Cinrat3CF ento Porkw Ll _...7 i>+ait:�,,�tat VICINITY MAP NTS p SII 3 1).1 ii )11111( LU z m O 2 DRAWN BY: DATE: JOB #: SHEET NO: 8/29/19 219120 8'-5'/2 2.1 6' -71/2 AUX DRAIN 1" BALL VA & PLUG NON-COMBUSTIBLE STEEL CANOPY ) ,e) - LESS THAN 4'-0 WIDE - NA.S. ,�o� o� PRE- ACT SYSTEM NFPA #13, 2019, PARA. 9.2.3.2 ^�.4a INSPECTORS TEST 1x'245°ELL &SBB � '.� W14 42"0.1 @ 5'•0 o/c TRACK 3'•g 3'-4'/z -7 a HVAC; 11/ 1'2 BOD 1«: 1 2`-1 "h r,2 CEILING 5'-0'/2 DRY SYSTEM INSPECTOR'S TEST 12'03 @ 5'•0 olc 1I°3{) 10'-3'/2 FF I , '4.4 98"0.3 +t- ._._. f @14-0 • r rL ,.Lr.pot",/-7:s, `C3s�I ..,r -- c'1 3'-7 FOS 694/-• 1BODAil`4..::: 106 • 14"BJ 44_0 at 4'-10'2 11'-2 FF Hydraulic Information Remote Area 3 - Lev 1 OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 963ft2) QUICK RESPONSE REDUCTION 11'-7Y2 Ceiling (37.6%) 937ft2 TOTAL HOSE STREAMS 250.00 DRY CAPACITY 0.00gal TOTAL HEADS FLOWING 0 K -FACTOR 0 TOTAL WATER REQUIRED 250.00 TOTAL PRESSURE REQUIRED 0.000 BASE of RISER (gpm) 250.00 BASE of RISER (psi) 0.000 SAFETY MARGIN (psi) +0.000 (0.0%) f::TO ABOV STK' 830 •••••• AUX DRAIN -- 6600011120126422251 ca 746? 2!)1'2 1'/2 21'-0 1% : 112 1'2 . , , m 21-2'21% Vii! 1,2 '11 h1'- 1 .4.' 4'-2'!2 7'-O < 0'-7� 2 �r .:. 6'-4Y2 . _...:. 2'-7Y2 ; 4•-4'% 4'-7r .:.._2'-41/2 Ya • 439, `•�► 404)(744) 9%6 21'•2'h 1 e- 438 ) 438` '/2 ;- dy r eI. BOD 712 . /4'5)_ AUX DRAIN ..- 12'QJ G @ 5'-O oic • D a 0 i.1'h \836/.., CTR SSP'S NARROW CEILING '°? PANEL!!! to 84&11'/2 (831) 8a4ral" IISS xcl -• iss j '� 1, BOD 1'2j11,h 2%71%4 112 • y 11/$'/: 6'-9/2 Iv,2''•9 112 '3'-2. 6'=01/2 1,% //f 3'-4 0'4,4; 3'-0 3'-5'/2 0%94 06�Io .SIB lV 3• A,67.4, 72-1 11'-7 2'-7% CIL COL NON-COMBUSTIBLE STEEL CANOPY LESS THAN 4'-0 WIDE - N.A.S. NFPA 2019, PARA. 9.2.3.2 ... ... ......... '99 44 E.L ,,ANF.,.'I ` ,� 1"x,3 EIii t P, Hydraulic Information Remote Area 4 - Lev 1 OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 1009ft2) QUICK RESPONSE REDUCTION 11'-71/2 Ceiling (37.6%) 937ft2 TOTAL HOSE STREAMS 250.00 DRY CAPACITY 0.00gaI TOTAL HEADS FLOWING 14 K -FACTOR 5.6 TOTAL WATER REQUIRED 546.13 TOTAL PRESSURE REQUIRED 78.311 BASE of RISER (gpm) 546.13 BASE of RISER (psi) 78.311 SAFETY MARGIN (psi) +70.010 (47.2%) LEVEL '1 PIPING PLAN 1/8"=1=0" 0' 4' 8' 16' ENTIRE BUILDING Sprinkler Legend Symbol SIN Model Quantity K -Factor Type Size Response Orifice Finish Temperature Manufacturer TY313 TY -FRB 14 5.6 Upright % Quick '/" Brass 155°F TYCO TY313 TY -FRB 64 5.6 Upright % Quick 'A" Brass 200°F TYCO TY313 TY -FRB 48 5.6 Upright 1/2 Quick '/2' Brass 155°F TYCO TY313 TY -FRB 7 5.6 Upright 1/2 Quick '/" Brass 286°F TYCO 00 TY5332 SW -20 2 11.2 Sidewall % Standard 17/32" Brass 155°F TYCO Q TY323 TY -FRB 19 5.6 Pendent '/ Quick 'A" Chrome 155°F TYCO ' TY323 TY -FRB 35 5.6 Pendent 1/ Quick '/z" Chrome 155°F TYCO C) TY313 TY -FRB 1 5.6 Upright '/ Quick '/" Brass 200°F TYCO Total = 190 100% WINGS SCOPE OF WORK 1. DESIGN, PROVIDE AND INSTALL ONE NEW WET SYSTEM TO PROTECT THE WARM AREAS OF THE BUILDING, ONE NEW DRY SYSTEM TO PROTECT THE EXTERIOR CANOPY AND ONE NEW DOUBLE INTERLOCK PRE -ACTION SYSTEM TO PROTECT THE COMMUNICATIONS ROOM 127. 2. EMERALD FIRE POINT OF CONNECTION ISA 6" SUPPLY FLANGE IN THE MECH ROOM 133. 3. ALL PLAN REVIEW AND SYSTEM ACCEPTANCE BY CITY OF TUKWILA FIRE DEPT 4. MATERIALS AND INSTALLATION PER NFPA #13, 2019. DESIGN CRITERIA WET SYSTEM: LIGHT HAZARD - .10 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP!. .15 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP II -.20 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. EXCLUSIONS 1. ALARM WIRING OR MONITORING SYSTEMS. 2. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING, PENETRATIONS, HANGERS AND BRACING. 3. PREP, PAINTING AND LABELING OF THE SPRINKLER PIPE. 4. ALL UNDERGROUND WORK. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR FM APPROVED. 2. PIPE CUTTING LENGTH'S ARE CENTER TO CENTER, UNLESS SHOWN IN (PARENTHESIS), WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019.. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNERANDIOR HIS STRUCTURAL REPRESENTATIVE. 7. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS. CONSTRUCTION NOTES 1. ALL NEW PIPE 2" AND LARGER TO BE SCHED-10 IMPORT BLACK STEEL WITH WELDED AND GROOVED FITTINGS, (UNLESS NOTED OTHERWISE). 2. ALL NEW PIPE 1'2" AND SMALLER TO BE SCHED-40 IMPORT BLACK STEEL WITH BLACK DUCTILE IRON THREADED, WELDED OR GROOVED FITTINGS. 3. BLACK PIPE SHALL BE USED ON DRY AND PREACTION SYSTEMS EXCEPT WHERE LOCATED OUTSIDE THE HEATED ENVELOPE OF THE BUILDING 4. TYPICAL HANGER TO BE 318" TOP BEAM CLAMP WITH RETAINER STRAP ATTACHED TO STEEL WIDE FLANGE BEAMS AND STEEL BAR JOISTS ALL WITH ATR & RING (UNLESS NOTED OTHERWISE). CONCRETE WEDGE ANCHORS TO BE INSTALLED TO HANG PIPE UNDER CONCRETE DECKS. 5. ALL AREAS OF THE BUILDING WHICH ARE PROTECTED WITH THE WET SYSTEM ARE TO BE HEATED AT ALL TIMES TO MINIMUM 40°F, IN ORDER TO KEEP THE WATER IN THE PIPES FROM FREEZING. 6. "FLUSHSEAL" GASKETS SHALL BE USED ON DRY AND PRE -ACTION SYSTEMS. SYMBOL LEGEND SPRINKLER MAIN � EQB - 2 -WAY LONGITUDINAL SPRINKLER MAIN i SPRINKLER MAIN SPRINKLER PIPE `,1 SPRINKLER PIPE SPRINKLER PIPE EQB - 2 -WAY LATERAL EQB - 4 -WAY HANGER & LINE RESTRAINT ELBOW DOWN 0 ELBOW UP © HYDRAULIC CALCULATION NODE ID SSU AND SSP ON SAME TEE ABBREVIATIONS ABOB - ABOVE BOTTOM OF BEAM ABOD - ABOVE BOTTOM DECK ABOJ - ABOVE BOTTOM OF JOIST ABOP - ABOVE BOTTOM OF PURLIN ABOT - ABOVE BOTTOM OF TRUSS ADN - ADJUSTIBLE DROP NIPPLE AFC - ABOVE FINISHED CEILING AFF - ABOVE FINISHED FLOOR BOB - BOTTOM OF BEAM BOD -BOTTOM OF DECK BOJ - BOTTOM OF JOIST BOP - BOTTOM OF PURLIN BOT • BOTTOM OF TRUSS CIC - CENTER TO CENTER CH - CEILING HEIGHT COJ - CUT ON JOB CMU• CONCRETE MASONARY UNIT CTS - CUT TO SUIT DN - DOWN FF • FINISHED FLOOR FOC - FACE OF CONCRETE FOS - FACE OF STUD FOW-FACE OF WALL I WASHINGTON STATE GWB-GYPSUM WALL BQAPS RE PROTECTION SPRINKLETR SYSTEMS IFOS - INSIDE FACE OF StUichael Todd Hallen ren IFOW-INSIDE FACE OF4+4A3 0107-C Level 3 OFOS - OUTSIDE FACE O� Sf - 22 OFOW • OUTSIDE FACE critaerald Fire, L.L.C. OTS - OPEN TO STRUCTLMLEM ERAFL981 M R RA - REMOTE AREA I 1 / / "- /L RN - RISER NIPPLE LIr4� 1 Signature /Fte it U) U) wEZm 5-i:N u. 0 - air 4t4( - cy) �0GO 2 J w Wuj N1� w E.- (wW REVISIONS: SHEET LEGEND FP1 OF 3 - COVER: SITE PLAN, CROSS SECTION, DETAILS. FP2 OF 3 - LEVEL 1 & LOW ROOF PIPING PLAN & DETAILS FP3 OF 3 - HIGH ROOF PIPING PLAN & DETAILS Expires 12131119, 17915 outheer,ter Parkway VICINITY MAP NTS SHEET NAME z AJ Q. L/ z Q. gr w J KJB 8/29/19 219120 FP2of3 PTO GALV STL ASSEMBLY FOR MTO TRAFFIC CONTROL BUTTON,COORD WI ELEC PTD STI FIXED ,..BOLLARD ARCH r SCREEN 4TILIT E}VCLOSIRE• (GENERATOR &TFItSH).*SPHALT PAVING ;1 .i SEE CIVIL.. . p 1.11/2 2-10 SCOPE OF WORK 1. DESIGN, PROVIDE AND INSTALL ONE NEW WET SYSTEM TO PROTECT THE WARM AREAS OF THE BUILDING, ONE NEW DRY SYSTEM TO PROTECT THE EXTERIOR CANOPY AND ONE NEW DOUBLE INTERLOCK PRE -ACTION SYSTEM TO PROTECT THE COMMUNICATIONS ROOM 127. 2. EMERALD FIRE POINT OF CONNECTION ISA 6" SUPPLY FLANGE IN THE MECH ROOM 133. 3. ALL PLAN REVIEW AND SYSTEM ACCEPTANCE BY CITY OF TUKWILA FIRE DEPT 4. MATERIALS AND INSTALLATION PER NFPA 513, 2019. NOTES: ;TH ARCH SCREEN W/ELECTRIC 1:." .. SECURITY GATE. I - SUPPORT SPACES + UNCONDITIONED MECH PLATFORM (2 -STORIES) DESIGN CRITERIA WET SYSTEM LIGHT HAZARD - .10 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP I -.15 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP II - .20 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. 1) ALL UG WORK TO BE PERFORMED BY OTHERS. 2) EMERALD POINT OF CONNECTION IS AT THE FLANGE ABOVE THE FLOOR IN THE RISER ROOM. FLOW TEST: STATIC: 150.00 PSI RESIDUAL: 122.00 PSI FLOW: 2,500.0 GPM c"LINE OVERHANG ABV„ 39-101/2 LIVING QUARTERS & SUPPORT SPACES (SINGLE -STORY) LINE OF OVERHAABV MAIN ENTRY FRONTAPRON i NG I ENTRY KIOSK-- 1 i r -I I NEW 8"LOOP ;.... TH SECURITY FEND. I..............:I"'°'. _. CT ENCLOSURE A. LTILITY METER 1 ' TRANSFORMER - ONCONC PA4 IRRIGATION POINT OF CONN I., 'I GROUND LOOP SENS f . . GATE EGRESS BUTTON I PER ELEC •G14:)VATIa1b0Ii0Ic01P34:1fAdallb0110k0104* .SBx:1S1 _.....__...__. TH MTLARCH SCREEN I(' PTD STL FIXED WI ELEC.EECURITYGATE .1 • ��' BOLLARD Ili LIGHT POLE, SEE ELEC ._CENTER ON PARKING ...BELOW FUTURE EV CHARGING 1 STATION SEE ELEC II HEAVY-DUTY ,•' PTD GA18LYCONCRETE - �- 'FOR MTGELECGATALVASS& 1 ECURITY KEYPADSTL COORD Wt. ELEC EXCLUSIONS 1. ALARM WIRING OR MONITORING SYSTEMS. 2. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING, PENETRATIONS, HANGERS AND BRACING. 3. PREP, PAINTING AND LABELING OF THE SPRINKLER PIPE. 4 ALL UNDERGROUND WORK. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR FM APPROVED. 2. PIPE CUTTING LENGTH'S ARE CENTER TO CENTER, UNLESS SHOWN IN (PARENTHESIS), WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019.. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 7. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS. 2s: CONSTRUCTION NOTES •-0'-0" SIDE YARD SETBACK PER 18.41.090B , Otis'/z FOS" - (E) TRAFFIC SIGNAL....,_ , HEAVY-DUTY \ CONCRETE _.._. 1 -4 2--0. 2-5'/2 1. ALL NEW PIPE 2" AND LARGER TO BE SCHED-10IMPORT BLACK STEEL WITH WELDED AND GROOVED FITTINGS, (UNLESS NOTED OTHERWISE). 2. ALL NEW PIPE 1%" AND SMALLER TO BE SCHED-40 IMPORT BLACK STEEL WITH BLACK DUCTILE IRON THREADED, WELDED OR GROOVED FITTINGS. 3. BLACK PIPE SHALL BE USED ON DRY AND PREACTION SYSTEMS EXCEPT WHERE LOCATED OUTSIDE THE HEATED ENVELOPE OF THE BUILDING 4. TYPICAL HANGER TO BE 3/8" TOP BEAM CLAMP WITH RETAINER STRAP ATTACHED TO STEEL WIDE FLANGE BEAMS AND STEEL BAR JOISTS ALL WITH ATR & RING (UNLESS NOTED OTHERWISE). CONCRETE WEDGE ANCHORS TO BE INSTALLED TO HANG PIPE UNDER CONCRETE DECKS. 5. ALL AREAS OF THE BUILDING WHICH ARE PROTECTED WITH THE WET SYSTEM ARE TO BE HEATED AT ALL TIMES TO MINIMUM 40°F, IN ORDER TO KEEP THE WATER IN THE PIPES FROM FREEZING. 6. "FLUSHSEAL" GASKETS SHALL BE USED ON DRY AND PRE -ACTION SYSTEMS. a4 l O PRO ID c (4) 3/8" CONCRETE ANCHORS AT EAC FLOOR FLANGE AND FULL PIPE CLAMPS AT TOP OF EACH PIPE STAND. SYMBOL LEGEND -SIGNALATION•POLE ..,SEETS01 (N) CURB, SEE CIVIL...: CL OF S 180TH ST.......r,.J 0 6" D.I. UNI -FLANGE - BY OTHERS 2l 6" STAINLESS STEEL GRV 90° ELBOW 0 6• " FLEX GRV COUPLING ® 6" x 4" REDUCER GRV COUPLING Q 1'• /i' RIGID GRV COUPLING 2" RIGID GRV COUPLING E7 3" RIGID GRV COUPLING 0 4" RIGID GRV COUPLING ❑9 4" x 3" GG CONCENTRIC REDUCER 10 1'• /2" FLEX GRV COUPLING (F) 11 2" FLEX GRV COUPLING (9 El 3• " FLEX GRV COUPLING (F) RISER EQUIPMENT LEGEND 13 4• " FLEX GRV COUPLING (F) 14 4" FLG x GRV ADAPTOR 15 6" FLG x GRV ADAPTOR 16 1'W GRV 90° ELBOW 1T 2" GRV 90° ELBOW 18 3" FIRELOCK GRV 90° ELBOW 0 4" FIRELOCK GRV 90° ELBOW 20 4• " x 1" FIRELOCK DRAIN GRV 90° w/ 1" GLOBE VA & PLUG 21 4" GRV CAP 22 2" PIPE STAND FOR 4" PIPE 23 2• 1/2 x 2'/2 x 4 FLUSH FDC MAINFOLD, STR PATTERN, BACK OUTLET. 24 2'/i" FDC SNOOTS wI CAPS & CHAINS, POLISHED CHROME 1"=301-0" 25 2" GRV CAP w/ 2" RIGID GRV COUPLING 26 4" FLG OS&Y GATE VALVE 0 4" FLG'D WILKINS MOD 350ADA DOUBLE CHECK DETECTOR ASSEM. wI TAMPER SWITCHES 28 4" RELIABLE FxG MOD. E ALARM VALVE, MOD. E3 TRIM, RETARD CHAMBER & PR REL. VA. 28 RELIABLE WATER MOTOR GONG 30 2" RELIABLE MOD. DDX-LP DRY PIPE VALVE SYSTEM w/ BUTTERFLY CONTROL VA., LOW AIR F SWITCH, PRESSURE ALARM SWITCH, AND AIR MAINTENANCE DEVICE. 31 1'/i' RELIABLE MOD. H DOUBLE INTERLOCK PREACTION SYSTEM w/ TT BB CONTROL VALVE, PRESSURE SW, LOW AIR PRESSURE SW AND MOD. A AIR MAINTENANCE DEVICE. (HEAT DETECTION SYSTEM BY OTHERS) 32 DETECTION SYSTEM PANEL BY OTHERS 33 AIR COMPRESSOR: GENERAL TANK MTD OIL LESS MOD. OL11016"C(T), 1/0th HP, 116 V, 1 PH 34 12- HEAD SPARE SPRINKLER CABINET 35 11/4" GRV CAP w/ 11/4" RIGID GRV COUPLING RISER DETAIL 1/4"=1=0" SPRINKLER MAIN SPRINKLER MAIN SPRINKLER MAIN SPRINKLER PIPE EQB - 2 -WAY LONGITUDINAL EQB " 2 -WAY LATERAL EQB - 4 -WAY HANGER & LINE RESTRAINT SPRINKLER PIPE ELBOW DOWN SPRINKLER PIPE 0 ELBOW UP © HYDRAULIC CALCULATION NODE t SSU AND SSP ON SAME TEE REVISIONS: APREP FOR FAB 10/14/19 0' 15' 30' 60' ABBREVIATIONS - FULLY ADHERED SINGLE PLY ROOF MEMBRANE OVER Y2" COVER BOARD OVER TAPERED RIGID INSULATION OVER VAPOR BARRIER OVER 11/o"CORRUGATED METAL DECK OVER STEEL BAR JOISTS @ 48" o/c, TYP ROOF +25'-9 1 /2" _ __. TO:_COPI.NG_..c UPPER MECH EQUIPMENT --20" STEEL BAR JOISTS @ 48".o/c ABOB • ABOVE BOTTOM OF BEAM ABOD • ABOVE BOTTOM DECK ABOJ • ABOVE BOTTOM OF JOIST ABOP - ABOVE BOTTOM OF PURLIN ABOT - ABOVE BOTTOM OF TRUSS ADN • ADJUSTIBLE DROP NIPPLE AFC - ABOVE FINISHED CEILING AFF - ABOVE FINISHED FLOOR BOB• BOTTOM OF BEAM BOD - BOTTOM OF DECK BOJ • BOTTOM OF JOIST BOP -BOTTOM OFPURUN BOT -BOTTOM OF TRUSS C/C - CENTER TO CENTER CH - CEILING HEIGHT COJ • CUT ON JOB CMU- CONCRETE MASONARY UNIT CTS - CUT TO SUIT DN•DOWN FF - FINISHED FLOOR FOC - FACE OF CONCRETE FOS • FACE OF STUD FOW - FACE OF WALL GWB - GYPSUM WALL BOARD IFOS -INSIDE FACE OF STUD IFOW • INSIDE FACE OF WALL OFOS - OUTSIDE FACE OF STUD OFOW - OUTSIDE FACE OF WALL OTS - OPEN TO STRUCTURE RA • REMOTE AREA RN - RISER NIPPLE AREV'D RISER 11/14/19 2W' CONC DECK OVER 11/2" CORRUGATED METAL DECK +11'-5 1/2" STEEL CANOPY .42" STEEL BAR. JOISTS„@ 487.03/P 1" PRE -ACTION 14" STEEL BAR JOISTS @ 48" o/c APPARATUS EC DRY HSW +14'-6" T.O. COPING @ LOWER T .O S LOWER RF SHEET LEGEND FPI OF 3 - COVER: SITE PLAN, CROSS SECTION, DETAILS. FP2 OF 3 - LEVEL 1 & LOW ROOF PIPING PLAN FP3 OF 3 - HIGH ROOF PIPING PLAN & DETAILS EAE -S' ORAGE COURTYARD PHYS TRAIN tl attar 179155outhcenter Ilia l pmitl onalPl=astics Gontin€.>rta DRAWN BY: CROSS SECTION VICINITY MAP 8/29/19 219120 1/8"=1-0" SHEET NO: c ( SCOPE OF WORK 1. DESIGN, PROVIDE AND INSTALL ONE NEW WET SYSTEM TO PROTECT THE WARM AREAS OF THE I BUILDING, ONE NEW DRY SYSTEM TO PROTECT THE EXTERIOR CANOPY AND ONE NEW DOUBLE INTERLOCK PRE -ACTION SYSTEM TO PROTECT THE COMMUNICATIONS ROOM 127. 2. EMERALD FIRE POINT OF CONNECTION ISA 6" SUPPLY FLANGE IN THE MECH ROOM 133. 3. ALL PLAN REVIEW AND SYSTEM ACCEPTANCE BY CITY OF TUKWILA FIRE DEPT 4. MATERIALS AND INSTALLATION PER NFPA #13, 2019. 8'-5'2 6'-7'/2 AUX DRAIN - 1" BALL VA 81 PLUG L lsrsNJr s NON-COMBUSTIBLE STEEL CANOPY �a LESS THAN 4'-0 WIDE - N.A.S. tk, �C NFPA #13, 2019, PARA. 9.2.3.2 +.+V+ 1 x'A 45° ELL SBB • �' +. DESIGN CRITERIA WET SYSTEM: LIGHT HAZARD -.10 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP 1 - .15 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP II -.20 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. 1'h _Yd5 12"13.1 @ 5.0 a'c SLOPE P -A UNE 'A" EVERY 10'-0" TO DRAIN }%/ALL_V D HVAC; k.NiT EXCLUSIONS 1. ALARM WIRING OR MONITORING SYSTEMS. 2. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING, PENETRATIONS, HANGERS AND BRACING. 3. PREP, PAINTING AND LABELING OF THE SPRINKLER PIPE. 4. ALL UNDERGROUND WORK. OPEN TO i:STRUCTU RE. '___/,ABOVE LOCK Pa' aeeg:.i■ ae...®u��. eeeaesew. EXPOSED DRY SYSTEM INSPECTOR'S TEST ofr ^GAS _... BOD CEILING FAN GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR FM APPROVED. 2. PIPE CUTTING LENGTH'S ARE CENTER TO CENTER, UNLESS SHOWN IN (PARENTHESIS), WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019.. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 7. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS. 12" 9J o/c 14"BO 10'-3'/2 FF ll I z°ar 64=e o/c .................. _.. CONSTRUCTION NOTES 1. ALL NEW PIPE 2" AND LARGER TO BE SCHED-10 IMPORT BLACK STEEL WITH WELDED AND GROOVED FITTINGS, (UNLESS NOTED OTHERWISE). 2. ALL NEW PIPE VA" AND SMALLER TO BE SCHED-40 IMPORT BLACK STEEL WITH BLACK DUCTILE IRON THREADED, WELDED OR GROOVED FITTINGS. 3. BLACK PIPE SHALL BE USED ON DRY AND PREACTION SYSTEMS EXCEPT WHERE LOCATED OUTSIDE THE HEATED ENVELOPE OF THE BUILDING 4. TYPICAL HANGER TO BE 318" TOP BEAM CLAMP WITH RETAINER STRAP ATTACHED TO STEEL WIDE FLANGE BEAMS AND STEEL BAR JOISTS ALL WITH ATR at RING (UNLESS NOTED OTHERWISE). CONCRETE WEDGE ANCHORS TO BE INSTALLED TO HANG PIPE UNDER CONCRETE DECKS. 5. ALL AREAS OF THE BUILDING WHICH ARE PROTECTED WITH THE WET SYSTEM ARE TO BE HEATED AT ALL TIMES TO MINIMUM 40°F, IN ORDER TO KEEP THE WATER IN THE PIPES FROM FREEZING. 6. "FLUSHSEAL" GASKETS SHALL BE USED ON DRY AND PRE -ACTION SYSTEMS. SOEFIT 1=. t.saE:C F 1% t ,11 12"&J 4 q 1'-5'h O'-3 C/L B, t L& TRANS PANEL CAF OPY SYMBOL LEGEND 11'-2`F SPRINKLER MAIN 'mss EQB - 2 -WAY LONGITUDINAL HVAC U NIT Aa1.4-9' `-_� .- �0 o;yt .7 �;1 - GR3 in 9 1 A°'.. 'D 0 9 J:� ` �; r €€t �o< G 2+ ,Y2 2+% o44- 2' SLOPE DRY UNE '/," EVERY 10'-0" TO DRAIN SURFACE APPLIED ACOUSTIC; PANEL SPRINKLER MAIN EQB - 2 -WAY LATERAL EQB - 4 -WAY SPRINKLER MAIN 0'-4 2' s 1'4 x 1'/, a.01`'1`1,/6 W3 2%r5'A4+q- "" 41110 SPRINKLER PIPE SPRINKLER PIPE 4 {0-5' }} 2'-0)(0%5/ 8x4x3r8"HSS HANGER & LINE RESTRAINT ELBOW DOWN 0 ELBOW UP © HYDRAULIC CALCULATION NODE C SSU AND SSP ON SAME TEE REVISIONS: APREP FOR FAB 10/14/19 NON-COMBUSTIBLE STEEL CANOPY LESS THAN 4.0 WIDE - NA.S. NFPA 813, 2019, PARA. 9.2.3.2 AT ENTRY ABBREVIATIONS //REFER TO SHEET 1 (COVER ) FOR LOCATION OF YARD POST INDICATOR'(INSTALLED BY OTHERS) LEVEL 1 PIPING PLAN 1/8"=1=0" ABOB - ABOVE BOTTOM OF BEAM ABOD • ABOVE BOTTOM DECK ABOJ - ABOVE BOTTOM OF JOIST ABOP-ABOVE BOTTOM OFPURLIN ABOT - ABOVE BOTTOM OF TRUSS ADN -ADJUSTIBLE DROP NIPPLE AFC - ABOVE FINISHED CEILING AFF • ABOVE FINISHED FLOOR BOB • BOTTOM OF BEAM BOD - BOTTOM OF DECK BOJ - BOTTOM OF JOIST BOP - BOTTOM OF PURLIN BOT • BOTTOM OF TRUSS CIC - CENTER TO CENTER CH - CEILING HEIGHT COJ - CUT ON JOB CMU- CONCRETE MASONARY UNIT CTS - CUT TO SUIT DN -DOWN FF - FINISHED FLOOR FOC - FACE OF CONCRETE FOS • FACE OF STUD FOW - FACE OF WALL GWB - GYPSUM WALL BOARD IFOS - INSIDE FACE OF STUD IFOW -INSIDE FACE OF WALL OFOS . OUTSIDE FACE OF STUD OFOW - OUTSIDE FACE OF WALL OTS - OPEN TO STRUCTURE RA - REMOTE AREA RN • RISER NIPPLE /\ EV'D PER ARCH REVIEW / 99/10/99 KJB 11/14/19 4 \ REV'D RISER 1 KJB EN 4/10/2020 KJB SHEET LEGEND FP1 OF 3 - COVER: SITE PLAN, CROSS SECTION, DETAILS. FP2 OF 3 - LEVEL 1 & LOW ROOF PIPING PLAN & DETAILS FP3 OF 3 - HIGH ROOF PIPING PLAN & DETAILS buy txiy BABY ENTIRE BUILDING Sprinkler Legend Symbol SIN Model Quantity K -Factor Type Size Response Orifice Finish Temperature Manufacturer 1 5.6 Pendent 1/2 Quick '/" Chrome 155°F O TY313 TY -FRB 14 5.6 Upright '/ Quick '/" Brass 155°F TYCO TY313 TY -FRB 63 5.6 Upright '/ Quick 34" Brass 200°F TYCO TY313 TY -FRB 49 5.6 Upright '/ Quick '/Z' Brass 155°F TYCO TY313 TY -FRB 7 5.6 Upright '/ Quick '/" Brass 286°F TYCO 0. TY5332 SW -20 2 11.2 Sidewall % Standard 17/32" Brass 155°F TYCO () TY323 TY -FRB 22 5.6 Pendent '/ Quick '/" Chrome 155°F TYCO 0 TY323 TY -FRB 32 5.6 Pendent '/ Quick 34 Chrome 155°F TYCO L TY313 TY -FRB 2 5.6 Upright '/ Quick 34" Brass 200°F TYCO Total = 192 100% L - ?r WINGS u' 1 ntes,Ionat 1'lasrca - contiirt ntti DRAWN BY VICINITY MAP KJB 8/29/19 219120 SHEET NO: FP2 of3 STEEL BAR JOIST 3/8" TOP BEAM CLAMP �- W/ RETAINER STRAP FASTENED W/ (2) NUTS & WASHER 3/8" ALL THREAD ROD �- HANGER RING UP TO 3" BEAM CLAMP HANGER TYPE D NTS (2) 3/8" BEAM CLAMP [W/ RETAINER STRAP (2) 3" ATR W/ 4HANGER RINGS 8" HOLE W/ 3/8" NUT& WASHER 11'/2" X 5'-0" SCH 40 PIPE TRAPEZE W/ 3/8" ROD WELDED EA END 3/8" ALL THREAD ROD 45'-0" C NF-"ra R...I€H 22'-3V2 O! O L)OY H 0 uNrr 111EATER 0 N vi 2�y3 p F 11/4 ' 114 D 11/4 =11 10'.771/4 0 Q▪ i ED 10 10'-10 FF W24! { EOS t_ D zso 11/4 PRE -A TION SYST , a 3.47 isix, 0112 1% 114°F 11/ 11/2 �?�I ; 7'-2 F .T• ... t.mentlem ;pi," 3'-p 0a - W LL, RV ,1,h .... tv ......W N 13.0 N Nle' °13'-6 2'h 12"BARJOco YA.A :'21'0 2' /4 D 11/4 19'- 0 0 ,,11/: E = t` 1 /4 4F 14%21h'•1'4 UNIT STEEL BAR JOIST -- 3/8" TOP BEAM CLAMP W/ RETAINER STRAP FASTENED W/ (2) NUTS & WASHER 3/8" ALL THREAD ROD HANGER RING UP TO 3" BEAM CLAMP HANGER TYPE D UP TO 21/4" HANGER RING TRAPEZE HANGER TYPE T NTS Y NTS (2) 3/8" NUTS W/ WASHER - - 3"X3"X7W STEEL WASHER PLATE FOR 3/8"ATR METAL BAR JOIST `1'h"X5'-0"LONG SCH40 PIPE TRAPEZE W/ 3/8" ROD WELDED EA END 3/8" ALL THREAD ROD UP TO 2W' HANGER RING TRAPEZE HANGER TYPE T NTS I,I111 . IiI WIDE FLANGE BEAM HIGH ROOF PIPING PLAN 1/8" = V-0" 0' 4' 3/8" TOP BEAM CLAMP W/ RETAINER STRAP FASTENED W/ (2) NUTS & WASHER 3/8" ALL THREAD ROD HANGER RING UPTO4" BEAM CLAMP HANGER TYPE D NTS TOP CHORD OF STL BAR JOIST 8' 16' WIDE FLANGE BEAM BEAM CLAMP W/ RETAINER STRAP 3/8"ALL THREAD ROD HANGER RING UPTO4" BEAM CLAMP HANGER TYPE D >45° 3/8" ATR - SURGE RESTRAINER - RING HANGER - - 3/8" ATR - SURGE RESTRAINER RING HANGER NTS TOP BEAM LAMP C FASTENED W/STRAP (2) NUTS & WASHER 3/8" AFCON #615 SWIVEL BRANCHLINE RESTRAINT SPACING BRANCHLINE SIZE SPACING 2" 31' 11/:" 29' 1'/4" 27' 1" 26' BRANCHLINE RESTRAINT NTS SINGLE PLY ROOF MEMBRANE OVER '/,' COVER BOARD RIGID INSULATION - SAMMYX-PRESS 3/8" ALL THREAD ROD 1" HANGER RING SAMMY X -PRESS HANGER TYPE SX NTS PRE -DRILLED HOLE 3/8"x2%"WEDGE STUD ANCHOR 3/8" ROD COUPLING -7 HANGER RING UP TO 4" KWIK BOLT HANGER TYPE R NTS 3/8" x 2 1/4"- HILTI KWIK BOLT 3/8" ROD COUPLING - 3/8" ATR -- SURGE RESTRAINER - RING HANGER - >45° - CONC SLAB- -'-3/8" x 2 1/4" HILTI KWIK BOLT - 3/8" ATR - SURGE RESTRAINER - RING HANGER 3/8" AFCON #615 SWIVEL BRANCHLINE RESTRAINT SPACING BRANCHLINE SIZE SPACING 2" 31' 11/4" 29' 1'/;' 40' 1" 26' BRANCHLINE RESTRAINT NTS 20'-5 5/8" - CONCRETE SLAB -- /.x3%T2KWI SOLT w/ NUTS, WASHER (x2) PAN DECKING I TOLCO FIG. 980-. -" ATTACHMENT (r.4) TOLCO FIG. 4A -- PIPE CLAMP \1' SCH-40 BM( PIPE 02) 4 -WAY EQB - TYPE A CONCRETE -TZMIK BOLTS STEEL BAR JOIST TOP CHORD TOLCO FIG. 980 , TOLCO FIG i001 FASTCLAMP 1.5-40 PIPE STEEL BAR JOISTS TOLCO FIG. 825 BAR JO ATTACH LATERAL EQB - TYPE B NTS STEEL WIDE FLG BEAM TOLCO FIG. 828 /ATTACHMENT TOLCO FIG. 980 EQ END BRACE: 1" SCH-40 BLK STL PIPE UP TO 6" SCH-10 MAIN TOLCO FIG.4A PIPE CLAMP STEEL WIDE FLANGE BEAMS LONGITUDINAL EQB - TYPE C NTS BAR JOIST TOP CHORD -- BAR JOISTATTACHMENT 80 TOLCO FIG 980 TOLCO FIG 4A PIPE CLAMP UP TO 4" .•701.. O OFIG 880 4 -WAY EQB - TYPE A STEEL BAR JOISTS WIDE FLG BM --Ls 4' F144 ito TOLCO FIG 980 -\`= EO ENO • PIPE (t2) TOLCO FIG 4A PIPE CLAMP EQ ENDF10 980 4 -WAY EQB - TYPE A STEEL WIDE FLANGE BEAMS STEEL WIDE FLG BEAM TOLCO RG. 828 /ATTACHMENT TOLCO FIG. 980. EQ END 45°,501,.... BRACE: 1" SCH-40 BLK STL PIPE TOLCO FIG.1001 FAST CLAMP STEEL WIDE FLANGE BEAMS LATERAL EQB - TYPE B NTS STEEL BAR JOIST TOP CHORD -7 TOLCO FIG. 980 1' S-40 PIPE TOLCO F1G. 825 BAR JO ATTACH - TOLCO FIG. 4A PIPE CLAMP STEEL BAR JOISTS LONGITUDINAL EQI3 TYPE C NTS ENTIRE BUILDING Sprinkler Legend Symbol SIN Model Quantity K -Factor Type Size Response Orifice Finish Temperature Manufacturer 1 5.6 Pendent 1/2 Quick IA" Chrome 155°F TY313 TY -FRB 14 5.6 Upright '1/2 Quick 1/2" Brass 155°F TYCO 1 TY313 TY -FRB 63 5.6 Upright 1/2 Quick 1/2" Brass 200°F 'TYCO TY313 TY -FRB 48 5.6 Upright '1/2 Quick IA" Brass 155°F TYCO TY313 TY -FRB 7 5.6 Upright 1/2 Quick 1/2" Brass 286°F TYCO TY5332 SW -20 2 11.2 Sidewall % Standard 17/32" Brass 155°F TYCO 0 TY323 TY -FRB 19 5.6 Pendent 1/2 Quick 1/2" Chrome 155°F 'TYCO 0 TY323 TY -FRB 35 5.6 Pendent IA Quick I/2" Chrome 155°F TYCO TY313 TY -FRB 2 5.6 Upright 1/2 Quick 1/2" Brass 200°F TYCO Total = 191 100% D WINGS SCOPE OF WORK 1. DESIGN, PROVIDE AND INSTALL ONE NEW WET SYSTEM TO PROTECT THE WARM AREAS OF THE BUILDING, ONE NEW DRY SYSTEM TO PROTECT THE EXTERIOR CANOPY AND ONE NEW DOUBLE INTERLOCK PRE -ACTION SYSTEM TO PROTECT THE COMMUNICATIONS ROOM 127. 2. EMERALD FIRE POINT OF CONNECTION IS A 6" SUPPLY FLANGE IN THE MECH ROOM 133. 3. ALL PLAN REVIEW AND SYSTEM ACCEPTANCE BY CITY OF TUKINILA FIRE DEPT 4. MATERIALS AND INSTALLATION PER NFPA #13, 2019. DESIGN CRITERIA WET SYSTEM: UGHT HAZARD - .10 GPM PER SQ FT OVER THE MOST REMOTE 1,600 SQ FT. ORDINARY HAZARD GRP I - .16 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. ORDINARY HAZARD GRP II - .20 GPM PER SQ FT OVER THE MOST REMOTE 1,500 SQ FT. EXCLUSIONS 1. ALARM WIRING OR MONITORING SYSTEMS. 2. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING , PENETRATIONS, HANGERS AND BRACING. 3. PREP, PAINTING AND LABEUNG OF THE SPRINKLER PIPE. 4. ALL UNDERGROUND WORK. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR FM APPROVED. 2. PIPE CUTTING LENGTH'S ARE CENTER TO CENTER, UNLESS SHOWN IN (PARENTHESIS), WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019.. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13, 2019. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND1OR HIS STRUCTURAL REPRESENTATIVE. 7. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS. CONSTRUCTION NOTES 1. ALL NEW PIPE 2" AND LARGER TO BE SCHED-10 IMPORT BLACK STEEL WITH WELDED AND GROOVED FITTINGS, (UNLESS NOTED OTHERWISE). 2. ALL NEW PIPE 1 W' AND SMALLER TO BE SCHED-40 IMPORT BLACK STEEL WITH BLACK DUCTILE IRON THREADED, WELDED OR GROOVED FITTINGS. 3. BLACK PIPE SHALL BE USED ON DRY AND PREACTION SYSTEMS EXCEPT WHERE LOCATED OUTSIDE THE HEATED ENVELOPE OF THE BUILDING 4. TYPICAL HANGER TO BE 318" TOP BEAM CLAMP WITH RETAINER STRAP ATTACHED TO STEEL WIDE FLANGE BEAMS AND STEEL BAR JOISTS ALL WITH ATR & RING (UNLESS NOTED OTHERWISE). CONCRETE WEDGE ANCHORS TO BE INSTALLED TO HANG PIPE UNDER CONCRETE DECKS. 5. ALL AREAS OF THE BUILDING WHICH ARE PROTECTED WITH THE WET SYSTEM ARE TO BE HEATED AT ALL TIMES TO MINIMUM 40°F, IN ORDER TO KEEP THE WATER IN THE PIPES FROM FREEZING. 6. "FLUSHSEAL" GASKETS SHALL BE USED ON DRY AND PRE -ACTION SYSTEMS. SYMBOL LEGEND EQB - 2 -WAY LONGITUDINAL SPRINKLER MAIN SPRINKLER MAIN SPRINKLER MAIN EQB • 2 -WAY LATERAL SPRINKLER PIPE SPRINKLER PIPE SPRINKLER PIPE HANGER & UNE RESTRAINT ELBOW DOWN HYDRAULIC CALCULATION NODE C SSU AND SSP ON SAME TEE ABBREVIATIONS ABOB - ABOVE BOTTOM OF BEAM ABOD - ABOVE BOTTOM DECK ABOJ - ABOVE BOTTOM OF JOIST ABOP - ABOVE BOTTOM OF PURLIN ABOT - ABOVE BOTTOM OF TRUSS ADN ADJUSTIBLE DROP NIPPLE AFC - ABOVE FINISHED CEIUNG AFF - ABOVE FINISHED FLOOR BOB - BOTTOM OF BEAM BOD - BOTTOM OF DECK BOJ - BOTTOM OF JOIST BOP - BOTTOM OF PURUN BOT - BOTTOM OF TRUSS C/C - CENTER TO CENTER CH • CEILING HEIGHT COJ - CUT ON JOB CMU- CONCRETE MASONARY UNIT CTS - CUT TO SUIT DN - DOWN FF - FINISHED FLOOR FOC - FACE OF CONCRETE FOS - FACE OF STUD FOW - FACE OF WALL GWB - GYPSUM WALL BOARD IFOS • INSIDE FACE OF STUD IFOW - INSIDE FACE OF WALL OFOS - OUTSIDE FACE OF STUD OFOW - OUTSIDE FACE OF WALL OTS - OPEN TO STRUCTURE RA - REMOTE AREA RN - RISER NIPPLE SHEET LEGEND FP1 OF 3 - COVER: SITE PLAN, CROSS SECTION, DETAILS. FP2 OF 3 - LEVEL 1 & LOW ROOF PIPING PLAN & DETAILS FP3 OF 3 - HIGH ROOF PIPING PLAN & DETAILS VICINITY MAP NTS Ce 01 Ci re co orC Pa ill 0) Lu(V),..41141g it ta to 10/15/19 KJB PREP'D FOR FABRICATION G c>i Z Et 00 (2 (XS il4;3° ce -§4 ILI ce (,) E. n sit! 5-1 SHEET NAME DRAWN BY: KJB DATE: 8/29/19 JOB #: 219120 SHEET NO: