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HomeMy WebLinkAboutPP - 4242 S 144TH ST - FOSTER HIGH SCHOOL - PERMITS AND PLANS4242 S 144TH ST ASSOCIATED PERMITS 19-F-152 13-F-188 15-S-029 19-F-182 08-F-404 13-5-192 14-F-060 19-5-048 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Foster High School Portables '4242 S 144th St. Permit No.: 13-S-192 Date: August 21, 2013 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'/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating valve (PIV) is required. • The PIV height shall be 36 inches. • PIV shall have the building number served by the PIV stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • The underground fire line installation requires a separate Public Works Permit. • All new underground piping shall be hydrostatically tested and inspected. Contact Dave Stuckle, Public Works Inspector, at 206-433-0179 to make an appointment. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems shall be painted red. • • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • All interior control valves shall be readily accessible and located not more than 6 ft. above the floor. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. Ie Hydraulic Overview Job Number: LCO236 - FOSTER HIGH SCHOOL Report Description: Light Hazard Job Job Nurae1 LCO236 Design Engineer MICHAEL BATES . Jut, Nam: FOSTER HIGH SCHOOL MODULAR UNITS Plane 503-657-5155 FA r Addrna 1 4242 S 144th St .Clete CMdeeleNUoense Nurnbsf Address 2 TUKWILA, WA 98168 AN Address 3 Job late Wading System Wade 0.150gpm/ft2 Area of Apple*. 900.00ft2 (Actual 920.7582) Most Demanding Sprinkler Data 5.6 K -Factor 21.60 at 14.878 Mose rkeems 250.00 0.0.onpa Per Spmkler 144.00ft2 Nana, a sprinklers Caleuleled 10 ./stem Pressure Demand 64.010 ^,Yea Flow W mend 232.49 Total Demand 482.49 @ 64.010 Pressure Rowe +12.521 (16.4%) Supplies Check Point Gauges Node Name Flow(apml Hose Flow(a0ml Static(osil Residual(psi) Identifier Pressure(psi) K-Factor(K1 Flow(oPm) 9 Water Supply 2800.00 250.00 78.000 40.000 9•: t) A. Hitt As45669 �J 0/ WASyOt %N `� ^ A CSO/ ,J. , Y t .....".,,„47�,l `/ RFC/ST'6l- �T $YaC(/3 cc Foster High FP -01 Water Supply at Node 9 (2800 00 250 00, 78 000, 40 000) 100 N— -- - <-�i a "l 90 Static Pressure 78.000 80 70 P32.49 182.49 i © w 64.010 th hose streams _ 60 50 g co co P_ 800.00 @ 40.000 30 System demand curve 20 10 0 gniiltll lllltllli 111111111 111111111 111111111 III 1111 111111111 1 1 1 1 1 1 1 1 1 6g30965(?200 2750 3850 4400 4950 5500 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 8/20/2013 1:38:45PM Page 1 9i1 Hydraulic Summary Job Number: LCO236 - FOSTER HIGH SCHOO Report Description: Light Hazard Job Job Numbet LCO236 Design Engineer MICHAEL BATES Job Name FOSTER HIGH SCHOOL MODULAR UNITS I.Sale CeNAW VYlicense Number Address 1 4242 S 144th St ANJ Address 2 TUKWILA, WA 98168 Job 54: Building Mdme 3 Drawing Nano Foster High FP -01 System Remote Area(s) Moat Denundn] :prWder Data 5.6 K -Factor 21.60 at 14.878 Oedus str, Light Hazard J^l Si/A. FOSTER HIGH SCHOOL Nom Aravverce At Sewn 250.00 Derail;• 0.150gpm/ft2 Area of nrolcabon 900.00ft2 (Actual 920.75ft2) Mdannal roes Supplies Node Flow(gpm) Number Of Somkkrs Cat, Mated 10 Coverage Pet SWAM 144.00ft2 AutoPeak Feuds Pressure For Remote Arca(.) a drama To baM Swirl Asea Left: 59.463 TOUT Nam ..ream 250.00 System Fb.. Demerol 232.49 Total Water Require] )Inaud.% 110004110,01100) 482.49 Maximum Preasue Unbalance In loops 0.000 Ma mann 1 Mossy Abo. a Guund 20.41 between nodes 7 and 6 Maximum lMoody Under Comm!5.82 between nodes 8 and 7 •. okaner.psgy of VAI Pipes -1 l ober. np,ity ml Dry Fist 626.27gal 1 Supplies I Hose Flow Node ' Name i (qpm) Static (psi) Residual @ Flow (psi) (gpm) Available Demand 1 Required ISafety Margin (psi) (qpm) (psi) i (psi) 9 Water Supply 1- 250.00 78.000 40.000 j 2800.00 76.531 i 482.49 64.010 I 12.521 _ Contractor :otdractor Number CCB# 104570 Comma Name MICHAEL C. BATES Colla 1 T4te Naar of Cordraulor Western States Fire Protection Raps 503-657-5155 Edenton Milner 1 13896 Fir Street FA, Address 2 Oregon City, OR 97045 Erma miichael.bates@wsfp.us Adders 1 ywbste 6‘,6, © M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 8/20/2013 1:38:48PM Page 2 111 Hydraulic Graph Job Number: LCO236 - FOSTER HIGH SCHOO Report Description: Light Hazard Water Supply at Node 9 1ry Pressure, psi 0 0 0 0 0 ,�,y,y,11�111 111111111 /11111111 111111111 111111 d) 111111111 111111111 1n 3 tJ_A-- ___ '^ Pressure 78.000 IL with hose streams 800.00 @ 40.000 demand curve in 1 IIIII111I 1111111 1 1 III 1 1 1 LI 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 111111111 1 1 1 1 1111 I ( 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 V %50 1100 1650 2200 2750 3300 3850 0 4950 5500 Water flow, gpm N.er.uec Graph Water Supply at Node 9 Stale Pr.sure 78.000 Raquel Presawe 40.000 @ 2800.00 A. Were Pressure al Tr. of Test 76.531 @ 482.49 Sltlem Demand 64.010 @ 232.49 5. stern Demand (ecl4oq Vote Alb.arce el sourer ) 64.010 © 482.49 4+ © M.E.P.CAD, Inc. Ali AutoSPRINK® VR10 v10.0.54.0 8/20/2013 1:38:49PM Page 3 Hydraulic Analysis Job Number: LCO236 - FOSTER HIGH SCHOO Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings GP Route 1 DR 1.0490 21.60 8.02 120 0.150043 1'-10% 9'-0 10'-10% Pf Pe Pv 1.635 -0.135 101 1 8'-0'/4 8'-4 21.60 5.6 14.878 16.377 Sprinkler 2E(2'-0), PO(5'-0) BL 1.4420 21.60 4.24 120 0.031859 12'-0 12'-0 Pf Pe Pv 0.382 1 2 8'-4 8'-4 16.377 16.759 BL 1.4420 43.45 8.54 120 0.116087 10'-0 10'-0 Pf Pe Pv 1.161 2 3 8'-4 8'-4 21.85 16.759 17.920 Flow (q) from Route 3 BL 1.4420 66.04 12.97 120 0.251880 8'-0 7'-5'/. 15'-5'/. Pf Pe Pv 3.887 -0.000 3 4 8'-4 8'-4 22.59 17.920 21.807 Flow (q) from Route 5 PO(7.-5Y..) BL 2.1570 90.75 7.97 120 0.063799 4'-9 4'-9 Pf Pe Pv 0.303 4 5 8'-4 8'-4 24.70 21.807 22.110 Flow (q) from Route 8 BL 2.1570 157.32 13.81 120 0.176542 9'-9 10'-5' 20'-2'/2 Pf Pe Pv 3.568 5 6 8'-4 8'-4 66.57 22.110 25.678 Flow (q) from Route 2 fT(10'-5/) BL 2.1570 232.49 20.41 120 0.363627 39'-1'A 42'-71/2 81'-8% Pf Pe Pv 27.962 2.820 6 7 8'-4 1,-10 25.678 56.460 4fE(4'-3%), 2f(-0.000), BV(7'-41/2), CV(18'-0) UG 4.0400 232.49 5.82 140 0.012870 208'-5% 48'-0 256-5% Pf Pe Pv 3.301 0.793 7 8 1'-10 0'-0 56.460 60.554 4E(10'-0), 2EE(4'-0) UG 5.8800 232.49 2.75 150 0.001821 311'-0% 18'-2'% 329'-2% Pf Pe Pv 3.456 -0.000 8 9 0'-0 0'-0 60.554 64.010 2EE(9'-1), BFP(-2.856), S 250.00 Hose Allowance At Source 9 482.49 ® Route 2 DR 1.0490 21.77 8.08 120 0.152252 J 1'-7'/. 9'-0 10'-7% Pf Pe Pv 1.621 -0.135 102 10 8'-0'/. 8'-4 21.77 5.6 15.114 16.600 Sprinkler I 2E(2'-0), PO(5'-0) BL 1.4420 21.77 4.28 120 0.032328 _ _ 12'-0 Pf Pe 12'-0 iPv 0.388 10 11 8'-4 8'-4 _ 16.600 16.988 BL 1.4420 43.80 22.02 8.60 120 16.988 18.166 0.117797 I 10'-0 10'-0 Pf Pe Pv 1.178 11 13 8'-4 8'-4 Flow (q) from Route 4 .BL __ 13 5 _ 1.4420 8'-4 8'-4 _. 66.57 22.77 13.08 120 0.255597 8'-0 7'-5% 15'-5'% Pf Pe Pv 3.944 -0.000 _ _ _. . _ 18.166 22.110 _ Flow (q) from Route 6 PO(7'-5%) ®► Route 3 DR 1.0490 21.85 21.85 8.11 120 0.153278 J 1'-10% j Pf 9'-0' Pe 10'-10%1Pv 1.670 -0.135 103 2 8'-0'/. 8'-4 _ 5.6 15.225 16.759 Sprinkler 2E(2-0), PO(5'-0) GP Route 4 DR 1.0490 8'-0Y. 8'-4 22.02 22.02 8.18 120 5.6 15.467 16.988 0.155538_ _ - _ 1'-7% 9'-0 10'-7Y. Pf Pe Pv 1.656 -0.135 104 11 Sprinkler 2E(2'-0), PO(5'-0) GO Route 5 1.0490 22.59 22.59 8.39 120 5.6 16.279 17.920 0.163070 _i_ 1'-10% 9'-0 10,-10% Pf Pe Pv 1.777 -0.135 _DR 105 3 8'-0Y. 8'-4 Sprinkler 2E(2'-0), PO(5.-0) a Route 6 _ DR 106 13 _ _ 1.0490 _ _ 8'-0% 8'-4 22.77 8.45_ 120 0.165485 1'-7% 9'-0 10'-7% Pf Pe Pv 1.762 -0.135 22.77 _ _ 5.6 16.540 18.166 Sprinkler 2E(2'-0), PO(5'-0) GP Route 7 DR 1.0490 24.59 9.13 120 0.190759 1'-10% 9'-0 10'-10% Pf Pe Pv 2.078 -0.135 107 14 8'-0Y4 8'-4 24.59 _ _ _ 5.6 19.287 21.230 Sprinkler 2E(2'-0), PO(5'-0) BL 1.4420 24.59 4.83 120 0.040504 12'-0 12'-0 Pf Pe Pv 0.486 -0.000 14 15 8'-4 8'-4 21.230 21.716 BL 1.4420 49.47 9.72 120 0.147561 10'-0 10'-0 Pf Pe Pv 1.476 15 16 8'-4 8'-4 24.87 21.716 23.191 Flow (q) from Route 9 ©M.E.P.CAD, Inc. AutoSP R I N K® VR 10 v10.0.54.0 8/20/2013 1:38:52PM Page 5 Hydraulic Analysis Job Number: LCO236 - FOSTER HIGH SCHOO Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings BL 1.4420 75.17 14.77 120 0.320037 7'-9Y. 7'-9'%. Pf Pe Pv 2.487 -0.000 16 8'-4 25.71 6 8'-4 23.191 25.678 Flow (q) from Route 10 w Route 8 DR 1.0490 24.70 9.17 120 0.192358 1'-10% 9'-0 10'-10'h Pf Pe Pv 2.096 -0.135 108 8'-0''. 24.70 17 8'-4 5.6 19.461 21.422 Sprinkler 2E(2'-0), PO(5'-0) BL 1.4420 24.70 4.85 120 0.040844 2'-0 7'-5'. 9'-5% Pf Pe Pv 0.385 17 8'-4 4 8'-4 21.422 21.807 PO(7'-5Y.) o Route 9 DR 1.0490 24.87 9.23 120 0.194800 1'-10% 9'-0 10'-10% Pf Pe Pv 2.123 -0.135 109 8'-0Y. 24.87 15 8'-4 5.6 19.729 21.716 Sprinkler 2E(2'-0), PO(5'-0) Gil Route 10 DR 10490 25.71 9.54 120 0.207029 1'-10'/. Pf 9'-0 Pe 10'-10'/.,Pv 2.256 -0.135 110 8'-0'/. 25.71 16 8'-4 5.6 21.071 Sprinkler 2E(2'-0), PO(5'-0) [Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ff..23.191 C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor (, ©M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 8/20/2013 1:38:52PM Page 6 Flow Diagram (Current View) Job Number: LCO236 - FOSTER HIGH SCHOO Report Description: Light Hazard [S, ©M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 8/20/2013 1:42:01PM Page 2 Size and Type of Pipe&Ilia ToI-Brace Seismic Calculations Project Address: Foster High School 2" Sch.10 Steel Pipe (50.8 mm) DA.. Hk4 Western States Fire Protectioi 13896 Fir Street Oregon City, OR 97045 COR B -Line based on 2010 NFPA Pamphlet #13 ®TQLCD 4242 S 144th St. 112ft (34.1 m) Tukwila, Job WA 98168 15ft (4.6 m) # LCO236 Calculations Brace Information SS/0 PO- �,-1 Percentage added for Fittings and Sprinklers Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration UR Value Max Horizontal Load Force Factor (Cp) 8' 0" (2.44 m)_ 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 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. _— 1" Sch.40 45° Min. _ 0.42" (11 mm) TOLCO UNIVERSAL LATERAL Detail FIG. 981 SWAY BRACE ATTACHMENT STEEL PIPE BRACE ___ 200Assembly 1310 lbs (594 kg) _ 0.6935 p Fastener Information Fastener Orientation Type Diameter Length Maximum Load NFPA Type B Lag -Screw _ _ _ 1/2in. _ _ - _ _ _ __ _ 4-1/2in._ 355 lbs (161 kg) • — _ TOLCO FIG. 1000 FAST CLAMP * Brace Identification on Plans Lateral Brace Orientation of Brace Lateral Braced Pipe: 2" Sch.10 Steel Pipe Load Information Size and Type of Pipe&Ilia Total Length Total Calculated Load 2" Sch.10 Steel Pipe (50.8 mm) DA.. Hk4 8ft (2.4 m) 23 lbs (10 kg) 1.25" Sch.10 Steel Pipe (31.75 mm) sP o,. Wps►►►,�, 112ft (34.1 m) 196 lbs (89 kg) 1" Sch.40 Steel Pipe (25.4 mm) _, o 15ft (4.6 m) 21 lbs (10 kg) #.7, cr Lii 4560 x9 4.4i 1P0 14U1r' `. SS/0 PO- �,-1 Percentage added for Fittings and Sprinklers 15% 36 lbs (16.33 kg) Total Adjusted Load of all pipe within Zone of Influence 277 lbs (126 kg) fTol-Brace Version 7} Tol-Brace Seismic Calculations Foster High School 4242 S 144th St. Brace Identification Brace Type (Per NFPA#13) Braced Pipe 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 # LCO236 Lateral Brace NFPA Type B 2" Sch.10 Steel Pipe 8' 0" (2.44 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/21n. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence C00 ER B -Line ®TOLCO 2" Sch.10 Steel Pipe (50.8 mm) 8ft (2.4 m) 1.25" Sch.10 Steel Pipe (31.75 mm) 112ft (34.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 15ft (4.6 m) G -Factor Used 0.6935 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 277 lbs (126 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 355 lbs (161 kg) Fig.1000 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member WOOD JOIST Calculations prepared by Michael C. Bates *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com c MOD -EINE 7;1- SYSTEM DRAIN TO______ BUILDING BUILDING EXTERIOR FIRE SPRINKLER RISER SEE ISOMETRIC DETAIL WATER FLOW INFORMATION STATIC PRESSURE: 78 PSI. RESIDUAL PRESSURE: 40 PSI FLOW RATE OF 2800 GPM PER TUKWILA FIRE DISTRICT #125 HYDRAULIC -SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System. Location No. of Sprinklers Basis of Design 1. DENSITY CLASSROOM 10 0.15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE System Demand 1. GPM DISCHARGE 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 921 SQ. FT. 232.49 GPM 64.01 PSI Hydraulic data placard information *0'-0 FF4 *0`-0 TS1t Drawing Legend DENOTES EARTHQUAKE BRACING DENOTES HYDRAULIC REFERENCE NODE DENOTES DISTANCE ABOVE FINISHED FLOOR DENOTES DISTANCE BELOW TOP OF STEEL OR BOTTOM OF DECK FLOOR PLAN TO BE INSTALLED AT MOD FACTORY SCALE: 114" =.1`-0" 2" FEED MAIN TO WET SYSTEM SYSTEM DRAIN TO BUILDING ET EXTERIOR 4" DUCTILE IRON UNDERGROUND STALLED BY OTHERS SEE FP -2 FOR DETAILS & ROUTING -LINE rD 2" RELIABLE "MODEL CR" COMMERCIAL RISER MANIFOLD W/ TEST & DRAIN, FLOW SWITCH, AND %" PRESSURE RELEASE TRIM 2" BUTTERBALL VALVE WITAMPER SWITC (WIRED B OTTH RH ) WSFP POINT OF CONNECTION 6" ABOVE FINISHED FLOOR PER CONTRACT Riser Detail PENDENT SPRINKLER 111111111111���~11111�����111111 ,�:-_ Not to Scale 12 2" CHECK VALVE UPRIGHT SPRINKLER Bu-ilding Section SCALE: 114" = 1'-0" r HANGER NO. 15W SIDE SAMMY SCREW Side Sammy Screew Round to < Nearest Inch' Swivel • A9 Thread Rod Pipe Note on Plan: Rangel Number and' A' Dimension (Fig.1000) "Fast Clamp' Sway Brace Attachment Y: x 5 Machine (Hex) Bolt (Fig. 900) Universal Swivel. Sway BreceMachment 1 Pipe, Schedule 40 Brace Identification Number: SB -1 (to be shown on plan) LATERAL BRAGS Lateral HANGER NO. 17W WOODL SAMMY SWIVEL SCREW AND ROD Rounded to 2c Nearest Inch SWIVEL RING W000 PIPE SAMMY SWIVEL SCREW NOTE 011 PIAN: HANGER NUMBER AND 'A' DIMENSION HANGER DETAILS N.T.S. x 4 Machine (Hex) Bolt (Fig. 41) In Line' Sway Brace Attachment (Fig. 880) Universal Swivel Sway Brace Attachment 1 Pipe. Schedule 40 Brace Identification Number: SB -2 (to be shown on plan) LONGITUDINAL. GRACE SWAY BRACE DETAILS N.T.S. GENERAL NOTES HANGER NO. 14W SAMMY SCREW AND ROD `TX Joist • Sammy Screew Round to k Pre•Ddll Hole Nearest Inch. Swivel Ring Pipe (2' Max) Note en Plan: Hanger Number and 'A' Dimension All Thr. ad Rod 1 Rod light to P'r. ar . xe-ern". un.,.. -.p.wbiro* a..mPtW Weak. r.V.kord b.maw.;.Yeu.awAtm _t.Ind .pie. -.4. nCe 1r."W,*rp.NeaNEPA111001r x.oaa.. BRANCH LINE RESTRAINT E T BLR Scale: None END OF LINE RESTRAINT DETAIL N.T.S. WSFP CONTRACT SHALL START AT PROPOSED POINT OF CONNECTION W/ UNDERGROUND 6" ABOVE THE FLOOR INSIDE THE MODULE. UNDERGROUND SUPPLY PIPE SHALL BE FLUSHED BY THE UNDERGROUND CONTRACTOR. 3. ALL ELECTRICAL WiRING AND INSTALLATION SHALL BE PROVIDED BY OTHERS FOR THE FIRE SPRINKLER SYSTEM. 4. FIRE ALARM SYSTEM AND PANELS SHALL BE PROVIDED AND INSTALLED BY OTHERS. - 5. ALL PIPING SHALL BE HYDROSTATICALLY TESTED 200 PSI .FOR (2) HOURS. 6. . EARTHQUAKE BRACING SHALL BE PER NFPA 13 2010 ED. SEE PLAN AND SEISMIC CALCULATIONS FOR SPACING DETAILS. EVERY PIECE OF MAIN PIPING, EXCLUDING SPOOL PIECES, WILL BE LATERALLY BRACED. ?. ALL APPROVED COUPLINGS ARE RIGID UNLESS OTHERWISE NOTED. 8. MAINS AND BRANCHLINE ARE SCH. 10 BLACK STEEL, ARMOVERS AND DROPS ARE SCH. 40. 9. SPRINKLER SPACING AND HYDRAULIC REQUIREMENTS PER MANUFACTURER'S SPECS. 10.. ALL MATERIALS SHALL BE NEW, UL LISTED AND/OR FM APPROVED. 11. PAINTING OF PIPE AND PROTECTION FROM PAINT IS NOT IN CONTRACT (NiC). 12. FOR CLARITY .NOT ALL HANGERS ARE SHOWN, BUT WILL BE INSTALLED PER NFPA 13. 13. FIRE SPRINKLER SYSTEM CONNECTION TO UNDERGROUND SUPPLY TO BE BY OTHERS. 14. YARD FDC AND BACKFLOW VAULT TO BE BY OTHERS. 15. MOST HYDRAULICALLY REMOTE MODULAR UNIT WAS CALCULATED a'•.L*;•(t'a :0 Mt. EJ Cotnt31efts ;`y (�J °. �:`. i,i yid .( 'n Red :;,, Pifz La c :ecJ Letter ThFrL plans hr, `re be...: r'ci;..,'a< by The Tukwila Fire Prev-ani-on r ur, 'Iii currertc City Arc ;. ; t: roios and J F �t 1'! :(: {. ri :.I i.:ll. 't �. `.:o!CIOflS of adopted rie r, l )r : lt-liq:y for the c i ale±'a Cam ;r t t, u(I; .1, t I of ( , )) r1\ t. t d ;r ddr. ` trier. 1,cIxi,tt1, , <'j tti, ,r j.r . r �, r,;t.;rt.crs after r', rl this, (_Iic 1 a 'G i _ , rl71 r=..ilr:' a I rk�;r;t I rl ' resubrlxai t, . approval. Final acceptance e ;ti x(.::1: to field Cosi and Inspection by The Tukwila Fre P ev nti n Bureau. Date: - y 3 Dv: ..1'' TUKINILA FIRE DEPART Mei e 1 Prase call 206-575-4M7 and give this Fire Permit i' No and exact address for Shut- down or restoration approval. Western States Fire Protection Company 13896 FIR ST. SUITE B, OREGON CITY OREGON 97045 WESTERN STATES FIRE PROTECTION COMPANY OFFICES LOCATED ALBUQUERQUE / ANAHEIM / AUSTIN / COLUMBIA 1 COLORADO SPRINGS DALLAS / DECATUR /DENVER / FORT COLLINS / HOUSTON / KANSAS CITY LAS VEGAS / PHOENIX / PORTLAND / RAPID CITY 1 SAN DIEGO SAN ANTONIO / SEATTLE 1 SPOKANE / ST. LOUIS Phone: (503) 657-5155 Fax: (503) 657-5182 VICINITY MAP NOT TO SCALE z w 0 0 Q 0. Contract No M Sprk. on Shoe ((0 .0 O 0 0. (n Michael Bates Z - O 9 11 kr r AUGUST 2Oth, 2013 N 0 a m 2 •a CO .c (0 8 LL cO 2 U to 10 1 0 0 0 a >r Iv LL a 0 2 Model F9 FR Upright E 1!) 0 M 0 a. SUBMITTAL TO TUKWILA FIRE SPRINKLER PIPING PLAN FOSTER HIGH SCHOOL CLASSROOMS 4242. S 144TH- ST SAID Tukwila, WA 98168 iuK1NILA2 FIRE /427753 z3C( 17871, 17872 BLAZER JOB#'s NDUSTRIES tY N —J 03 0 tt>s a-rr 0 0 SHEET FP -1 az rd•Q. 5Ogp /ftf f. ote _ -.00a.00ft?_• ..___._ 2" x 114' REP . VIC (r. �+ .1" ev "1 109 p. __... _ 14 1 %s ® .._.........._._._____ O O 110 1'/a '` 2 2 Q '�+ O: A 107 ♦ �_ ♦ ♦ - ♦ u'- .1 0'-4 6'-1 . 21'-0 r. . .... ... .... ....._ . .... �.. �1'-1 _.. _ _... �� . ... � ....... .. � .._. .. ..... .... I �t ;., e+. oxr.. ,. ✓........ H ., '+::.'xx��ux' a u a.. vx�.l 611'10'/2 5 -116 2'-10'/2 41-81" 2'-5 1 , . "-11 11-5 4'-4 2% 3- 2 41-6' 7'-5'/z '_ , 21'912 0-4 � „L � 0-1 � /2 � � 0 6/2 I ' CLA SR OM b a CL SSR OM os w os B 14 '1 A via'ID �___ N'{ L._ Sr 10 _. ..._ ____ tit 102 b® 11/4 211 104 11 106 1'/d i �- _1 1 V. O� .'` • 1'/a !! l y -: ' t A e R' +? V ' + _.._:: -71-8 #u_..,�. _ 1 1Aid . _fr.._ - __.. 01-, . O,,.\ e , Q ♦ w ;S® r :�:,w �L �� 074 t 1 1 *______ . et11/4 , x - r . 11% 1 0-6% _.161 ,___ saw. Arlene ��� +p10 _ iOV ;�, -1 %2 2'10/2 4 10 105 �2 �'-10'/2 2 '- 1 A0 /2 4'-8 • 3-5/2 4-6/2 7 5/ q' + OOf-4 101 C/ - 2 108 ____. ____ __ _____ _____..... ..._._---._..._..._.. _ __-- ------- __ ...___ _.. _.__. WATER FLOW INFORMATION STATIC PRESSURE: 78 PSI. RESIDUAL PRESSURE: 40 PSI FLOW RATE OF 2800 GPM PER TUKWILA FIRE DISTRICT #125 HYDRAULIC -SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System. Location No. of Sprinklers Basis of Design 1. DENSITY CLASSROOM 10 0.15 GPM/SQ.FT. 2. DESIGNED AREA OF DISCHARGE System Demand 1. GPM DISCHARGE 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 921 SQ. FT. 232.49 GPM 64.01 PSI Hydraulic data placard information *0'-0 FF4 *0`-0 TS1t Drawing Legend DENOTES EARTHQUAKE BRACING DENOTES HYDRAULIC REFERENCE NODE DENOTES DISTANCE ABOVE FINISHED FLOOR DENOTES DISTANCE BELOW TOP OF STEEL OR BOTTOM OF DECK FLOOR PLAN TO BE INSTALLED AT MOD FACTORY SCALE: 114" =.1`-0" 2" FEED MAIN TO WET SYSTEM SYSTEM DRAIN TO BUILDING ET EXTERIOR 4" DUCTILE IRON UNDERGROUND STALLED BY OTHERS SEE FP -2 FOR DETAILS & ROUTING -LINE rD 2" RELIABLE "MODEL CR" COMMERCIAL RISER MANIFOLD W/ TEST & DRAIN, FLOW SWITCH, AND %" PRESSURE RELEASE TRIM 2" BUTTERBALL VALVE WITAMPER SWITC (WIRED B OTTH RH ) WSFP POINT OF CONNECTION 6" ABOVE FINISHED FLOOR PER CONTRACT Riser Detail PENDENT SPRINKLER 111111111111���~11111�����111111 ,�:-_ Not to Scale 12 2" CHECK VALVE UPRIGHT SPRINKLER Bu-ilding Section SCALE: 114" = 1'-0" r HANGER NO. 15W SIDE SAMMY SCREW Side Sammy Screew Round to < Nearest Inch' Swivel • A9 Thread Rod Pipe Note on Plan: Rangel Number and' A' Dimension (Fig.1000) "Fast Clamp' Sway Brace Attachment Y: x 5 Machine (Hex) Bolt (Fig. 900) Universal Swivel. Sway BreceMachment 1 Pipe, Schedule 40 Brace Identification Number: SB -1 (to be shown on plan) LATERAL BRAGS Lateral HANGER NO. 17W WOODL SAMMY SWIVEL SCREW AND ROD Rounded to 2c Nearest Inch SWIVEL RING W000 PIPE SAMMY SWIVEL SCREW NOTE 011 PIAN: HANGER NUMBER AND 'A' DIMENSION HANGER DETAILS N.T.S. x 4 Machine (Hex) Bolt (Fig. 41) In Line' Sway Brace Attachment (Fig. 880) Universal Swivel Sway Brace Attachment 1 Pipe. Schedule 40 Brace Identification Number: SB -2 (to be shown on plan) LONGITUDINAL. GRACE SWAY BRACE DETAILS N.T.S. GENERAL NOTES HANGER NO. 14W SAMMY SCREW AND ROD `TX Joist • Sammy Screew Round to k Pre•Ddll Hole Nearest Inch. Swivel Ring Pipe (2' Max) Note en Plan: Hanger Number and 'A' Dimension All Thr. ad Rod 1 Rod light to P'r. ar . xe-ern". un.,.. -.p.wbiro* a..mPtW Weak. r.V.kord b.maw.;.Yeu.awAtm _t.Ind .pie. -.4. nCe 1r."W,*rp.NeaNEPA111001r x.oaa.. BRANCH LINE RESTRAINT E T BLR Scale: None END OF LINE RESTRAINT DETAIL N.T.S. WSFP CONTRACT SHALL START AT PROPOSED POINT OF CONNECTION W/ UNDERGROUND 6" ABOVE THE FLOOR INSIDE THE MODULE. UNDERGROUND SUPPLY PIPE SHALL BE FLUSHED BY THE UNDERGROUND CONTRACTOR. 3. ALL ELECTRICAL WiRING AND INSTALLATION SHALL BE PROVIDED BY OTHERS FOR THE FIRE SPRINKLER SYSTEM. 4. FIRE ALARM SYSTEM AND PANELS SHALL BE PROVIDED AND INSTALLED BY OTHERS. - 5. ALL PIPING SHALL BE HYDROSTATICALLY TESTED 200 PSI .FOR (2) HOURS. 6. . EARTHQUAKE BRACING SHALL BE PER NFPA 13 2010 ED. SEE PLAN AND SEISMIC CALCULATIONS FOR SPACING DETAILS. EVERY PIECE OF MAIN PIPING, EXCLUDING SPOOL PIECES, WILL BE LATERALLY BRACED. ?. ALL APPROVED COUPLINGS ARE RIGID UNLESS OTHERWISE NOTED. 8. MAINS AND BRANCHLINE ARE SCH. 10 BLACK STEEL, ARMOVERS AND DROPS ARE SCH. 40. 9. SPRINKLER SPACING AND HYDRAULIC REQUIREMENTS PER MANUFACTURER'S SPECS. 10.. ALL MATERIALS SHALL BE NEW, UL LISTED AND/OR FM APPROVED. 11. PAINTING OF PIPE AND PROTECTION FROM PAINT IS NOT IN CONTRACT (NiC). 12. FOR CLARITY .NOT ALL HANGERS ARE SHOWN, BUT WILL BE INSTALLED PER NFPA 13. 13. FIRE SPRINKLER SYSTEM CONNECTION TO UNDERGROUND SUPPLY TO BE BY OTHERS. 14. YARD FDC AND BACKFLOW VAULT TO BE BY OTHERS. 15. MOST HYDRAULICALLY REMOTE MODULAR UNIT WAS CALCULATED a'•.L*;•(t'a :0 Mt. EJ Cotnt31efts ;`y (�J °. �:`. i,i yid .( 'n Red :;,, Pifz La c :ecJ Letter ThFrL plans hr, `re be...: r'ci;..,'a< by The Tukwila Fire Prev-ani-on r ur, 'Iii currertc City Arc ;. ; t: roios and J F �t 1'! :(: {. ri :.I i.:ll. 't �. `.:o!CIOflS of adopted rie r, l )r : lt-liq:y for the c i ale±'a Cam ;r t t, u(I; .1, t I of ( , )) r1\ t. t d ;r ddr. ` trier. 1,cIxi,tt1, , <'j tti, ,r j.r . r �, r,;t.;rt.crs after r', rl this, (_Iic 1 a 'G i _ , rl71 r=..ilr:' a I rk�;r;t I rl ' resubrlxai t, . approval. Final acceptance e ;ti x(.::1: to field Cosi and Inspection by The Tukwila Fre P ev nti n Bureau. Date: - y 3 Dv: ..1'' TUKINILA FIRE DEPART Mei e 1 Prase call 206-575-4M7 and give this Fire Permit i' No and exact address for Shut- down or restoration approval. Western States Fire Protection Company 13896 FIR ST. SUITE B, OREGON CITY OREGON 97045 WESTERN STATES FIRE PROTECTION COMPANY OFFICES LOCATED ALBUQUERQUE / ANAHEIM / AUSTIN / COLUMBIA 1 COLORADO SPRINGS DALLAS / DECATUR /DENVER / FORT COLLINS / HOUSTON / KANSAS CITY LAS VEGAS / PHOENIX / PORTLAND / RAPID CITY 1 SAN DIEGO SAN ANTONIO / SEATTLE 1 SPOKANE / ST. LOUIS Phone: (503) 657-5155 Fax: (503) 657-5182 VICINITY MAP NOT TO SCALE z w 0 0 Q 0. Contract No M Sprk. on Shoe ((0 .0 O 0 0. (n Michael Bates Z - O 9 11 kr r AUGUST 2Oth, 2013 N 0 a m 2 •a CO .c (0 8 LL cO 2 U to 10 1 0 0 0 a >r Iv LL a 0 2 Model F9 FR Upright E 1!) 0 M 0 a. SUBMITTAL TO TUKWILA FIRE SPRINKLER PIPING PLAN FOSTER HIGH SCHOOL CLASSROOMS 4242. S 144TH- ST SAID Tukwila, WA 98168 iuK1NILA2 FIRE /427753 z3C( 17871, 17872 BLAZER JOB#'s NDUSTRIES tY N —J 03 0 tt>s a-rr 0 0 SHEET FP -1 I CLESS110066 I GENERAL NOTES 1. WSFP CONTRACT SHALL START AT PROPOSED POINT OF CONNECTION W/ UNDERGROUND, 6" ABOVE THE FLOOR INSIDE THE MODULE. 2. UNDERGROUND SUPPLY PIPE SHALL BE FLUSHED BY THE UNDERGROUND CONTRACTOR. 3. ALL ELECTRICAL WIRING AND INSTALLATION SHALL BE PROVIDED BY OTHERS FOR THE FIRE SPRINKLER SYSTEM. 4. FIRE ALARM SYSTEM AND PANELS SHALL BE PROVIDED AND INSTALLED BY OTHERS. 5. ALL PIPING SHALL BE HYDROSTATICALLY TESTED 200 PSI FOR (2) HOURS. 6. EARTHQUAKE BRACING SHALL BE PER NFPA 13 2010 ED. SEE PLAN AND SEISMIC CALCULATIONS FOR SPACING DETAILS. EVERY PIECE OF MAIN PIPING, EXCLUDING SPOOL PIECES, WILL BE LATERALLY BRACED. 7. ALL APPROVED COUPLINGS ARE RIGID UNLESS OTHERWISE NOTED. 8. MAINS AND BRANCHLINE ARE SCH. 10 BLACK STEEL, ARMOVERS AND DROPS ARE SCH. 40. 9, SPRINKLER SPACING AND HYDRAULIC REQUIREMENTS PER MANUFACTURER'S SPECS: 10. ALL MATERIALS SHALL BE NEW, UL LISTED AND/OR FM APPROVED. 11. PAINTING OF PIPE AND PROTECTION FROM PAINT IS NOT IN CONTRACT (NIC). 12. FOR CLARITY NOT ALL HANGERS ARE SHOWN, BUT WILL BE INSTALLED PER NFPA 13. 13. FIRE SPRINKLER SYSTEM CONNECTION TO UNDERGROUND SUPPLY TO BE BY OTHERS. 14. YARD FDC AND BACKFLOW VAULT TO BE BY OTHERS. 15. . MOST HYDRAULICALLY REMOTE MODULAR UNIT WAS CALCULATED 5 -VICINITY MAP NOT TO SCALE HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System. Duan No. of*p0O0,N . easro Of Dos 1 96aL Gntl tuatuutttliltalt/ Pit mut 1101 I0.15 OPWSQ.FT.I 1 oil so. Fr. I I 27219 OPY I 1 6401 PEI Hya.3ala 011.3 Omni ln1oimoWn -10. ¶�/rl —150a7,A0il004 I i. --1,...144v,;..., i—i t��.a�fi 1 i 1... , 1 1 .Il •.`.1 I, -' 2. .. t IIal� i i OA - zi 0•':riWn I B I j -' I. . �.... lei (-1-1`1151" I• �.i ' I I I hl ! L"I �� I i j & I •-I I I� i I a.0, -ai i •{.<. , 0 1 I ' ®os ' ._fi.: �-4 l4. , 1® ' .a' `� r I ' I �+1 I,>< ►�x _ + I , fa, IAI. WATER FLOW INFORMATION ST�AATIC PRpE$SURE:: E70 Pp8g iTLER OF 2800 f 1 PER TUKWRA FIRE DISTRICT 1125 FLOOR PLAN ontamuoMHOoinor0fn 6'-tf Drawing Legend MOTES EARIHOWYZ niWIb 12 DFNOTES"GONLIIC R UUD =NODI FR 0011010tl$TNia0NOKFMSNKOil0011 SG.911; OIWTDI DISTANCE MOW TOO OF a,CEa Ott 110110110F 0000 SITE & UNDERGROUND PLAN SCALE: 1/16'+ = 1'-0" FOOTPRINT OF IDENTICABUILDING TO BE INSTALLED INSTALLED SPRINKLER SYSTEM IS THE SYSTEM IN THE BUILDING UALLY HYDRAULICALLY DEMANDING TO T WAS HYSRALLICALLY CALCULATED 4 NENOT IN WSFP S AND ICOPE WORHUND MATERIAL PROCURED NSTALLEp BY OTHERS NOT11rWBFP SCOPE OF WORK Ned EXISTING 6" UNDERGROUND FEED • O •b o• •• • • •• • e • ° o• O• A• • • °• EXISTING SITE BACKFLOW DEVICE 4 40,_9,14„ NEW 0 °• °• ° °°• • • •• • •• • •• .• `• �° •• . • • �° �• �• ••. O 1• LOCATIONOT IN WSMOPE OF WOR�ICNNECTION Western States Fire Protection Company 13896 FIR ST. SUITE B, OREGON CITY OREGON 97045 WESTERN STATES FIRE PROTECTION COMPANY OFFICES LOCATED ALBUQUERQUE /ANAHEIM /AUSTIN / COLUMBIA/ COLORADO SPRINGS DALLAS / DECATUR / DENVER / FORT COLLINS / HOUSTON / KANSAS CITY LAS VEGAS / PHOENIX / PORTLAND / RAPID CITY / SAN DIEGO SAN ANTONIO / SEATTLE 1 SPOKANE / ST. LOUIS Phone: (503) 657-5155 Fax: (503) 657-5182 BLAZER INDUS CL CL z M 0 J Contract No.: M a) 0 L 15. M 0 0 L CL Michael Bates 0 AUGUST 20th. 2013 0 1_ a in co T •N LL E U W 0 E 2 O `tet' '> m a) 0 M N 0 N CO 0 0 FIRE SPRINKLER & UNDERGROUND PIPING PLAN FOSTER HIGH SCHOOL CLASSROOMS 4242 S 144TH ST Tukwila, WA 98168 w_ Ie 1- Q z w •N[ Contractor: SHEET FP -2 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Foster High School 4242 S 144th Street Permit No.: 19-S-048 Date: March 19, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a 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. • Maintain a 4 ft. clear space around sprinkler system risers for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". • The fire department connection (FDC) shall have a downward bend of 30 degrees with a 5 -inch Storz fitting and a Knox FDC locking cap. • The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. • Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 ft. 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. • 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. • The main drains shall be plumbed to sanitary sewer. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FIRESHIELD INC. PO BOX 2389 GIG HARBOR, WASHINGTON 98335 HYDRAULIC CALCULATIONS FOR FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 FILE NUMBER: C3340A DATE: JAN 23, 2019 GYM #312 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP.1 DENSITY: .15 AREA OF APPLICATION: 1500 SQ.FT. COVERAGE PER SPRINKLER: 129 SQ.FT. NUMBER OF SPRINKLERS CALCULATED: 12 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 238.4 GPM TOTAL WATER REQUIRED (including hose): 488.5 GPM FLOW AND PRESSURE (@ STREET) 488.5 GPM @ 64.1 PSI SPRINKLER ORIFICE SIZE: K=5.60 NAME OF CONTRACTOR: FIRESHIELD DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138) HRS SYSTEMS, INC. ATLANTA, GA t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SOFT K=5.6 C=120 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 87.0 28.2 1755.0 81.5 488.5 64.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 488.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 238.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 25.0 14.4 2 26.0 13.2 3 26.0 - - - - 12.6 - - - 4 26.0 K= 5.60 12.2 19.5 5 26.0 K= 5.60 12.0 19.4 6 26.0 K= 5.60 12.0 19.4 7 26.0 K= 5.60 12.1 19.5 8 26.0 K= 5.60 12.4 19.7 9 26.0 - - - - 13.1 - - - 10 26.0 14.8 11 25.0 16.6 12 25.0 14.6 13 26.2 13.2 14 26.2 - - - - 12.7 - - - 15 26.2 K= 5.60 12.2 19.6 16 26.2 K= 5.60 12.1 19.5 17 26.2 K= 5.60 12.1 19.5 18 26.2 K= 5.60 12.2 19.5 19 26.2 K= 5.60 12.5 19.8 20 26.2 - - - - 13.2 - - - 21 26.2 14.9 22 25.0 16.9 23 25.0 15.2 24 26.5 14.6 25 26.5 - - - - 14.6 - - - 26 26.5 K= 5.60 14.6 21.4 27 26.5 K= 5.60 14.7 21.5 28 26.5 - - - - 15.2 - - - 29 26.5 16.3 30 25.0 18.0 31 25.0 15.8 32 26.8 15.7 33 26.8 18.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYMt312 .15/1500 SQFT K=5.6 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 25.0 20.0 35 25.0 16.1 36 27.1 16.2 37 27.1 21.1 38 25.0 23.1 39 25.0 25.1 40 23.7 30.8 41 23.7 36.9 42 23.7 48.2 43 12.7 54.9 M1 2.0 59.7 M2 2.0 59.8 F 0.5 60.4 U1 -3.0 62.0 B1 -3.0 62.2 B2 -3.0 - - - - 65.2 - - - SOURCE 0.0 SOURCE 64.1 238.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SOFT K=5.6 C=120 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 42.2 1.740 PL 0.96 PF 0.8 1 25.0 0.0 14.4 0.0 5.7 120 FTG ET PE -0.4 2 26.0 0.0 13.2 0.0 0.044 TL 18.48 PV Pipe: 2 42.2 1.740 PL 12.62 PF 0.6 2 26.0 0.0 13.2 0.0 5.7 120 FTG ---- PE 0.0 3 26.0 0.0 12.6 0.0 0.044 TL 12.62 PV Pipe: 3 42.2 1.740 PL 9.62 PF 0.4 3 26.0 0.0 12.6 0.0 5.7 120 FTG ---- PE 0.0 4 26.0 5.6 12.2 19.5 0.044 TL 9.62 PV Pipe: 4 22.7 1.740 PL 9.62 PF 0.1 4 26.0 5.6 12.2 19.5 3.1 120 FTG ---- PE 0.0 5 26.0 5.6 12.0 19.4 0.014 TL 9.62 PV Pipe: 5 3.2 1.740 PL 9.62 PF 0.0 5 26.0 5.6 12.0 19.4 0.4 120 FTG ---- PE 0.0 6 26.0 5.6 12.0 19.4 0.000 TL 9.62 PV Pipe: 6 -16.2 1.740 PL 9.62 PF 0.1 6 26.0 5.6 12.0 19.4 2.2 120 FTG ---- PE 0.0 7 26.0 5.6 12.1 19.5 0.007 TL 9.62 PV Pipe: 7 -35.7 1.740 PL 9.62 PF 0.3 7 26.0 5.6 12.1 19.5 4.8 120 FTG ---- PE 0.0 8 26.0 5.6 12.4 19.7 0.032 TL 9.62 PV Pipe: 8 -55.4 1.740 PL 9.62 PF 0.7 8 26.0 5.6 12.4 19.7 7.5 120 FTG ---- PE 0.0 9 26.0 0.0 13.1 0.0 0.073 TL 9.62 PV Pipe: 9 -55.4 1.740 PL 22.96 PF 1.7 9 26.0 0.0 13.1 0.0 7.5 120 FTG ---- PE 0.0 10 26.0 0.0 14.8 0.0 0.073 TL 22.96 PV Pipe: 10 -55.4 1.740 PL 0.96 PF 1.3 10 26.0 0.0 14.8 0.0 7.5 120 FTG ET PE 0.4 11 25.0 0.0 16.6 0.0 0.073 TL 18.48 PV Pipe: 11 41.9 1.740 PL 1.25 PF 0.8 12 25.0 0.0 14.6 0.0 5.7 120 FTG ET PE -0.5 13 26.2 0.0 13.2 0.0 0.044 TL 18.77 PV Pipe: 12 41.9 1.740 PL 12.62 PF 0.5 13 26.2 0.0 13.2 0.0 5.7 120 FTG ---- PE 0.0 14 26.2 0.0 12.7 0.0 0.044 TL 12.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 41.9 1.740 PL 9.62 PF 0.4 14 26.2 0.0 12.7 0.0 5.7 120 FTG ---- PE 0.0 15 26.2 5.6 12.2 19.6 0.044 TL 9.62 PV Pipe: 14 22.3 1.740 PL 9.62 PF 0.1 15 26.2 5.6 12.2 19.6 3.0 120 FTG ---- PE 0.0 16 26.2 5.6 12.1 19.5 0.014 TL 9.62 PV Pipe: 15 2.8 1.740 PL 9.62 PF 0.0 16 26.2 5.6 12.1 19.5 0.4 120 FTG ---- PE 0.0 17 26.2 5.6 12.1 19.5 0.000 TL 9.62 PV Pipe: 16 -16.6 1.740 PL 9.62 PF 0.1 17 26.2 5.6 12.1 19.5 2.2 120 FTG ---- PE 0.0 18 26.2 5.6 12.2 19.5 0.008 TL 9.62 PV Pipe: 17 -36.2 1.740 PL 9.62 PF 0.3 18 26.2 5.6 12.2 19.5 4.9 120 FTG ---- PE 0.0 19 26.2 5.6 12.5 19.8 0.033 TL 9.62 PV Pipe: 18 -56.0 1.740 PL 9.62 PF 0.7 19 26.2 5.6 12.5 19.8 7.6 120 FTG ---- PE 0.0 20 26.2 0.0 13.2 0.0 0.074 TL 9.62 PV Pipe: 19 -56.0 1.740 PL 22.96 PF 1.7 20 26.2 0.0 13.2 0.0 7.6 120 FTG ---- PE 0.0 21 26.2 0.0 14.9 0.0 0.074 TL 22.96 PV Pipe: 20 -56.0 1.740 PL 1.25 PF 1.4 21 26.2 0.0 14.9 0.0 7.6 120 FTG ET PE 0.5 22 25.0 0.0 16.9 0.0 0.074 TL 18.77 PV Pipe: 21 -2.3 1.740 PL 1.54 PF 0.0 23 25.0 0.0 15.2 0.0 0.3 120 FTG ET PE -0.7 24 26.5 0.0 14.6 0.0 0.000 TL 19.06 PV Pipe: 22 -2.3 1.740 PL 41.50 PF 0.0 24 26.5 0.0 14.6 0.0 0.3 120 FTG ---- PE 0.0 25 26.5 0.0 14.6 0.0 0.000 TL 41.50 PV Pipe: 23 -2.3 1.740 PL 9.62 PF 0.0 25 26.5 0.0 14.6 0.0 0.3 120 FTG ---- PE 0.0 26 26.5 5.6 14.6 21.4 0.000 TL 9.62 PV Pipe: 24 -23.7 1.740 PL 9.62 PF 0.1 26 26.5 5.6 14.6 21.4 3.2 120 FTG ---- PE 0.0 27 26.5 5.6 14.7 21.5 0.015 TL 9.62 PV Pipe: 25 -45.2 1.740 PL 9.62 PF 0.5 27 26.5 5.6 14.7 21.5 6.1 120 FTG ---- PE 0.0 28 26.5 0.0 15.2 0.0 0.050 TL 9.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/23/2019 Y:\3340 FOSTER HE\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN)', LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -45.2 1.740 PL 22.96 PF 1.1 28 26.5 0.0 15.2 0.0 6.1 120 FTG ---- PE 0.0 29 26.5 0.0 16.3 0.0 0.050 TL 22.96 PV Pipe: 27 -45.2 1.740 PL 1.54 PF 1.0 29 26.5 0.0 16.3 0.0 6.1 120 FTG ET PE 0.7 30 25.0 0.0 18.0 0.0 0.050 TL 19.06 PV Pipe: 28 -35.3 1.740 PL 1.84 PF 0.6 31 25.0 0.0 15.8 0.0 4.8 120 FTG ET PE -0.8 32 26.8 0.0 15.7 0.0 0.032 TL 19.36 PV Pipe: 29 -35.3 1.740 PL 93.33 PF 3.0 32 26.8 0.0 15.7 0.0 4.8 120 FTG ---- PE 0.0 33 26.8 0.0 18.6 0.0 0.032 TL 93.33 PV Pipe: 30 -35.3 1.740 FL 1.84 PF 0.6 33 26.8 0.0 18.6 0.0 4.8 120 FTG ET PE 0.8 34 25.0 0.0 20.0 0.0 0.032 TL 19.36 PV Pipe: 31 -46.5 1.740 FL 2.08 PF 1.0 35 25.0 0.0 16.1 0.0 6.3 120 FTG ET PE -0.9 36 27.1 0.0 16.2 0.0 0.053 TL 19.60 PV Pipe: 32 -46.5 1.740 pi., 93.33 PF 4.9 36 27.1 0.0 16.2 0.0 6.3 120 FTG ---- PE 0.0 37 27.1 0.0 21.1 0.0 0.053 TL 93.33 PV Pipe: 33 -46.5 1.740 PL 2.08 PF 1.0 37 27.1 0.0 21.1 0.0 6.3 120 FTG ET PE 0.9 38 25.0 0.0 23.1 0.0 0.053 TL 19.60 PV Pipe: 34 -42.2 2.215 PL 13.46 PF 0.2 1 25.0 0.0 14.4 0.0 3.5 120 FTG ---- PE 0.0 12 25.0 0.0 14.6 0.0 0.014 TL 13.46 PV Pipe: 35 -84.1 2.215 PL 13.46 PF 0.7 12 25.0 0.0 14.6 0.0 7.0 120 FTG ---- PE 0.0 23 25.0 0.0 15.2 0.0 0.049 TL 13.46 PV Pipe: 36 -81.8 2.215 PL 13.46 PF 0.6 23 25.0 0.0 15.2 0.0 6.8 120 FTG ---- PE 0.0 31 25.0 0.0 15.8 0.0 0.046 TL 13.46 PV Pipe: 37 -46.5 2.215 PL 13.46 PF 0.2 31 25.0 0.0 15.8 0.0 3.9 120 FTG ---- PE 0.0 35 25.0 0.0 16.1 0.0 0.016 TL 13.46 PV Pipe: 38 -55.4 2.215 PL 13.46 PF 0.3 11 25.0 0.0 16.6 0.0 4.6 120 FTG ---- PE 0.0 22 25.0 0.0 16.9 0.0 0.023 TL 13.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SQFT K-5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -111.4 2.215 PL 13.46 PF 1.1 22 25.0 0.0 16.9 0.0 9.3 120 FTG ---- PE 0.0 30 25.0 0.0 18.0 0.0 0.082 TL 13.46 PV Pipe: 40 -156.6 2.215 PL 13.46 PF 2.1 30 25.0 0.0 18.0 0.0 13.0 120 FTG ---- PE 0.0 34 25.0 0.0 20.0 0.0 0.154 TL 13.46 PV Pipe: 41 -191.9 2.215 PL 13.46 PF 3.0 34 25.0 0.0 20.0 0.0 16.0 120 FTG ---- PE 0.0 38 25.0 0.0 23.1 0.0 0.224 TL 13.46 PV Pipe: 42 -238.4 2.215 PL 6.16 PF 2.1 38 25.0 0.0 23.1 0.0 19.9 120 FTG ---- PE 0.0 39 25.0 0.0 25.1 0.0 0.335 TL 6.16 PV Pipe: 43 -238.4 2.215 PL 1.34 PF 5.1 39 25.0 0.0 25.1 0.0 19.9 120 FTG 2E PE 0.6 40 23.7 0.0 30.8 0.0 0.335 TL 15.34 PV Pipe: 44 -238.4 2.215 PL 11.00 PF 6.0 40 23.7 0.0 30.8 0.0 19.9 120 FTG E PE 0.0 41 23.7 0.0 36.9 0.0 0.335 TL 18.00 PV Pipe: 45 -238.4 4.026 PL 530.00 PF 11.3 41 23.7 0.0 36.9 0.0 6.0 120 FTG 9E PE 0.0 42 23.7 0.0 48.2 0.0 0.018 TL 620.00 PV Pipe: 46 -238.4 4.026 PL 80.00 PF 2.0 42 23.7 0.0 48.2 0.0 6.0 120 FTG 3E PE 4.8 43 12.7 0.0 54.9 0.0 0.018 TL 110.00 PV Pipe: 47 -238.4 6.065 PL 13.00 PF 0.2 43 12.7 0.0 54.9 0.0 2.6 120 FTG ETB PE 4.6 M1 2.0 0.0 59.7 0.0 0.002 TL 67.00 PV Pipe: 107 -238.4 6.065 PL 1.50 PF 0.0 M1 2.0 0.0 59.7 0.0 2.6 120 FTG E PE 0.0 M2 2.0 0.0 59.8 0.0 0.002 TL 15.50 PV Pipe: 108 -238.4 6.065 PL 2.50 PF 0.0 M2 2.0 0.0 59.8 0.0 2.6 120 FTG E PE 0.6 F 0.5 0.0 60.4 0.0 0.002 TL 16.50 PV Pipe: 109 -238.4 6.280 PL 3.50 PF 0.0 F 0.5 0.0 60.4 0.0 2.5 140 FTG E PE 1.5 U1 -3.0 0.0 62.0 0.0 0.002 TL 25.50 PV Pipe: 110 -238.4 6.280 PL 56.00 PF 0.2 U1 -3.0 0.0 62.0 0.0 2.5 140 FTG 2E PE 0.0 B1 -3.0 0.0 62.2 0.0 0.002 TL 100.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) B2 B1 Pipe: 111 FIXED PRESSURE LOSS DEVICE -3.0 0.0 65.2 0.0 3.0 psi, 238.4 gpm -3.0 0.0 62.2 0.0 Pipe: 112 -238.5 6.280 PL 56.00 PF 0.2 B2 -3.0 0.0 65.2 0.0 2.5 140 FTG ET2G PE -1.3 SOURCE 0.0 SRCE 64.1 (N/A) 0.002 TL 135.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 49040138 granted by ' HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.177 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.9 ft/sec at pipe,42. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 80.64 psi with a flow of 527.62 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.740 5.84 11.68 2.92 13.14 8.76 1.46 14.60 14.60 11.68 2.215 7.00 14.00 4.20 15.40 8.40 1.40 14.00 14.00 14.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SQFT K=5.6 C=120 PAGE: A, MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyV1v GatVly AlmChk DPV1v Tee 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYM#312 .15/1500 SQFT K=5.6 C=120 WATER SUPPLY ANALYSIS 1755.0 gpm 87.00 psi Resid: O 0 0 .-1 E 0. o 14 u) W DI OD 0 •) CO D) ci W c in W aw am 0W.., •.i w.� , A n. w p. cis u .I w +•4 N •.ia 70 D .i • W a 4 C 10 VD 488.5 gpm 114 ri N Avail. OnSite Demand Press. 238.5 gpm • ol N W (). 14 H CO 0 V 0 0 G U) d) E 000 L 0 N E N W W al W au Ll .i ar A � Fa '; > d.4 0. 0 0.. u +i -i co o0 Ua).0 Cr >. ."i W •AM .•I • CO aG %C. w CO U CO IN MR N W U ►1 0 rn i • ' i • • . • • - . •• • . • • •• • 0 i 0 • 0 co 0 0 0 O i I 0 0 N c�aCac9al aC443v)v)an:w `-'C1.0)•d i O 0 G) U f•1 0 0 a� co 0) r-1 4) 0 a b 0 0 a) •,4 Ea 0 O 0 G) o N '0 lio!O V-1 .1 E C) 1d W 1) 0 1.1 rI4-1 td O) Dashe O (1) O J-) 1mb 0 N 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340A.SDF JOB TITLE: FOSTER HS - GYMI312 .15/1500 SOFT K=5.6 C=120 WATER SUPPLY CURVE 96+ 1 88*\ 1 \\ 1 \\ I 0\ 80+ \\ \\ 1 \\ 72+ \\ 1 1 \\ 1 \\ P 64+ X \\ R 1 \ E 1 \\ S 1 \\ S 56+ U 1 \\ R 1 \\ E 1 48+ \\ ( 1 \\ P 1 \\ S 1 I 40+ \\ ) \\ I \ \\ 32+ \\ 28.2 psi @ 1755 gpm-> * Flow Test Point 24+ 16+ LEGEND I '1 1 X = Required Water Supply 64.07 psi @ 488.5 gpm 8+ 1 0 = Available Water Supply I 81.48 psi @ 488.5 gpm I " 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) FIRESHIELD INC. PO BOX 2389 GIG HARBOR, WASHINGTON 9&335 HYDRAULIC CALCULATIONS FOR FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 FILE NUMBER: C3340B DATE: JAN 23, 2019 CLASSROOM 1237 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP.1 DENSITY: .15 AREA OF APPLICATION: 900 QR SQ.FT. COVERAGE PER SPRINKLER: 100 SQ.FT. NUMBER OF SPRINKLERS CALCULATED: 10 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 152.2 GPM TOTAL WATER REQUIRED (including hose): 402.3 GPM FLOW AND PRESSURE (8 STREET) 402.3 GPM @ 71.5 PSI SPRINKLER ORIFICE SIZE: K=5.60 NAME OF CONTRACTOR: FIRESHIELD DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SQFT•K=5.6 C=120 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 87.0 28.2 1755.0 83.1 402.3 71.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 402.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 152.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.2 K= 5.60 7.7 15.6 2 23.2 K= 5.60 7.0 14.8 3 23.2 K= 5.60 7.1 14.9 4 23.2 K= 5.60 7.2 15.0 5 23.2 K= 5.60 7.1 15.0 6 23.2 K= 5.60 7.2 15.0 7 23.2 K= 5.60 7.4 15.2 8 23.2 K= 5.60 7.6 15.5 9 23.2 K= 5.60 7.7 15.6 10 23.2 K= 5.60 7.9 15.7 11 23.7 - - - - 9.6 - - - 12 23.7 8.7 13 23.7 8.8 14 23.7 9.0 15 23.7 9.6 16 23.7 8.9 17 23.7 9.0 18 23.7 9.2 19 23.7 9.8 20 23.7 9.5 21 23.7 9.6 22 23.7 9.8 23 23.7 10.5 24 23.7 13.8 25 23.7 32.9 26 23.2 43.5 27 23.2 43.5 28 23.2 43.4 29 23.2 43.4 30 23.2 43.5 31 23.7 43.2 32 23.7 43.2 33 23.7 43.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2019 Y:\3340 FOSTER HS'\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASSI237 .15/900 QR SQFT K=5.6 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 23.7 - - - - 44.8 35 23.7 - - - - 43.2 36 23.7 - - - - 43.2 37 23.7 - - - - 43.2 38 23.7 - - - - 43.3 39 23.7 - - - - 44.8 40 23.7 - - - - 42.9 40A 23.7 - - - - 42.9 41 23.7 - - - - 44.9 42 23.7 - - - - 45.2 43 23.7 - - - - 46.3 44 23.7 - - - - 47.3 45 23.7 - - - - 49.1 46 23.7 - - - - 50.4 47 10.7 - - - - 57.7 48 10.7 - - - - 61.1 49 10.7 - - - - 61.2 50 10.7 - - - - 62.2 51 10.7 - - - - 62.7 52 9.2 - - - - 64.4 53 9.2 - - - - 64.4 54 9.2 - - - - 64.4 55 9.2 - - - - 64.4 56 9.2 - - - - 64.4 57 9.2 - - - - 64.4 58 9.7 - - - - 64.2 59 9.7 - - - - 64.2 60 9.7 - - - - 64.2 61 9.7 - - - - 64.2 62 9.7 - - - - 64.2 63 9.7 - - - - 64.2 64 9.7 - - - - 64.2 65 9.7 - - - - 64.2 66 9.7 - - - - 64.2 67 9.7 - - - - 64.2 68 11.2 - - - - 63.5 69 11.2 - - - - 63.5 70 11.2 - - - - 63.5 71 27.0 - - - - 47.7 72 28.7 - - - - 46.9 73 28.7 - - - - 46.9 74 28.7 - - - - 46.9 75 28.7 - - - - 46.9 76 28.7 - - - - 46.9 77 28.7 - - - - 46.9 78 28.7 - - - - 46.9 79 26.5 - - - - 47.9 80 27.0 - - - - 47.7 81 28.9 - - - - 46.8 82 28.9 - - - - 46.8 83 28.9 - - - - 46.8 84 28.9 - - - - 46.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SOFT K=5.6 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 28.9 - - - - 46.8 86 28.9 - - - - 46.8 87 28.9 - - - - 46.8 88 26.5 - - - - 47.9 89 26.5 - - - - 47.9 90 29.2 - - - - 46.7 91 29.2 - - - - 46.7 92 29.2 - - - - 46.7 93 29.2 - - - - 46.7 94 26.5 - - - - 47.9 95 26.5 - - 47.9 96 26.5 - - - - 47.9 97 26.5 - - - - 47.9 98 23.7 - - - - 49.1 99 23.7 - - - - 49.1 100 23.7 - - - - 49.1 105 10.7 60.3 M1 2.0 67.3 M2 2.0 67.5 F 0.5 68.2 U1 -3.0 69.7 B1 -3.0 69.7 B2 -3.0 - - - - 72.7 - - - SOURCE 0.0 SOURCE 71.5 152.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/`9.00 QR SQFT K=5.6 C=120 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -15.6 1.049 PL 21.00 PF 2.1 1 23.2 5.6 7.7 15.6 5.8 120 PTG T PE -0.2 11 23.7 0.0 9.6 0.0 0.082 TL 26.00 PV Pipe: 2 -14.8 1.049 PL 21.00 PF 1.9 2 23.2 5.6 7.0 14.8 5.5 120 PTG T PE -0.2 12 23.7 0.0 8.7 0.0 0.075 TL 26.00 PV Pipe: 3 -14.9 1.049 PL 21.00 PF 2.0 3 23.2 5.6 7.1 14.9 5.5 120 FTG T PE -0.2 13 23.7 0.0 8.8 0.0 0.075 TL 26.00 PV Pipe: 4 -15.0 1.049 PL 21.00 PF 2.0 4 23.2 5.6 7.2 15.0 5.6 120 PTG T PE -0.2 14 23.7 0.0 9.0 0.0 0.077 TL 26.00 PV Pipe: 5 -15.0 1.049 PL 21.00 PF 2.0 5 23.2 5.6 7.1 15.0 5.6 120 FTG T PE -0.2 16 23.7 0.0 8.9 0.0 0.076 TL 26.00 PV Pipe: 6 -15.0 1.049 PL 21.00 PF 2.0 6 23.2 5.6 7.2 15.0 5.6 120 FTG T PE -0.2 17 23.7 0.0 9.0 0.0 0.077 TL 26.00 PV Pipe: 7 -15.2 1.049 PL 21.00 PF 2.0 7 23.2 5.6 7.4 15.2 5.6 120 FTG T PE -0.2 18 23.7 0.0 9.2 0.0 0.078 TL 26.00 PV Pipe: 8 -15.5 1.049 PL 21.00 PF 2.1 8 23.2 5.6 7.6 15.5 5.7 120 FTG T PE -0.2 20 23.7 0.0 9.5 0.0 0.081 TL 26.00 PV Pipe: 9 -15.6 1.049 PL 21.00 PF 2.1 9 23.2 5.6 7.7 15.6 5.8 120 FTG T PE -0.2 21 23.7 0.0 9.6 0.0 0.082 TL 26.00 PV Pipe: 10 -15.7 1.049 PL 21.00 PF 2.2 10 23.2 5.6 7.9 15.7 5.8 120 FTG T PE -0.2 22 23.7 0.0 9.8 0.0 0.083 TL 26.00 PV Pipe: 11 -14.8 1.740 PL 11.66 PF 0.1 12 23.7 0.0 8.7 0.0 2.0 120 FTG ---- PE 0.0 13 23.7 0.0 8.8 0.0 0.006 TL 11.66 PV Pipe: 12 -29.7 1.740 PL 8.00 PF 0.2 13 23.7 0.0 8.8 0.0 4.0 120 FTG ---- PE 0.0 14 23.7 0.0 9.0 0.0 0.023 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SOFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -44.7 1.740 PL 1.70 PF 0.7 14 23.7 0.0 9.0 0.0 6.0 120 FTG T PE 0.0 15 23.7 0.0 9.6 0.0 0.049 TL 13.38 PV Pipe: 14 -15.0 1.740 PL 11.66 PF 0.1 16 23.7 0.0 8.9 0.0 2.0 120 FTG ---- PE 0.0 17 23.7 0.0 9.0 0.0 0.006 TL 11.66 PV Pipe: 15 -30.0 1.740 PL 8.00 PF 0.2 17 23.7 0.0 9.0 0.0 4.0 120 FTG ---- PE 0.0 18 23.7 0.0 9.2 0.0 0.023 TL 8.00 PV Pipe: 16 -45.2 1.740 PL 1.70 PF 0.7 18 23.7 0.0 9.2 0.0 6.1 120 FTG T PE 0.0 19 23.7 0.0 9.8 0.0 0.050 TL 13.38 PV Pipe: 17 -15.5 1.740 PL 11.66 PF 0.1 20 23.7 0.0 9.5 0.0 2.1 120 FTG ---- PE 0.0 21 23.7 0.0 9.6 0.0 0.007 TL 11.66 PV Pipe: 18 -31.0 1.740 PL 8.00 PF 0.2 21 23.7 0.0 9.6 0.0 4.2 120 FTG ---- PE 0.0 22 23.7 0.0 9.8 0.0 0.025 TL 8.00 PV Pipe: 19 -46.8 1.74,0 PL 1.70 PF 0.7 22 23.7 0.0 9.8 0.0 6.3 120 FTG T PE 0.0 23 23.7 0.0 10.5 0.0 0.053 TL 13.38 PV Pipe: 20 -15.6 2.215 PL 8.33 PF 0.0 11 23.7 0.0 9.6 0.0 1.3 120 FTG ---- PE 0.0 15 23.7 0.0 9.6 0.0 0.002 TL 8.33 PV Pipe: 21 -60.3 2.215 PL 7.50 PF 0.2 15 23.7 0.0 9.6 0.0 5.0 120 FTG ---- PE 0.0 19 23.7 0.0 9.8 0.0 0.026 TL 7.50 PV Pipe: 22 -105.5 2.215 PL 9.33 PF 0.7 19 23.7 0.0 9.8 0.0 8.8 120 FTG ---- PE 0.0 23 23.7 0.0 10.5 0.0 0.074 TL 9.33 PV Pipe: 23 -152.2 2.215 PL 22.16 PF 3.2 23 23.7 0.0 10.5 0.0 12.7 120 FTG ---- PE 0.0 24 23.7 0.0 13.8 0.0 0.146 TL 22.16 PV Pipe: 24 -152.2 2.215 PL 110.08 PF 19.1 24 23.7 0.0 13.8 0.0 12.7 120 FTG ET PE 0.0 25 23.7 0.0 32.9 0.0 0.146 TL 131.09 PV Pipe: 25 -152.2 2.215 PL 54.50 PF 10.0 25 23.7 0.0 32.9 0.0 12.7 120 FTG T PE 0.0 40A 23.7 0.0 42.9 0.0 0.146 TL 68.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/23/2019 Y:\3340 FOSTER #iS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASSt237 .15/900 QR SOFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL' -(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 0.0 1.049 PL 26.00 PF 0.0 26 23.2 0.0 43.5 0.0 0.0 120 FTG T PE -0.2 31 23.7 0.0 43.2 0.0 0.000 TL 31.00 PV Pipe: 27 0.0 1.049 PL 26.00 PF 0.0 27 23.2 0.0 43.5 0.0 0.0 120 FTG T PE -0.2 32 23.7 0.0 43.2 0.0 0.000 TL 31.00 PV Pipe: 28 0.0 1.049 PL 26.00 PF 0.0 28 23.2 0.0 43.4 0.0 0.0 120 FTG T PE -0.2 35 23.7 0.0 43.2 0.0 0.000 TL 31.00 PV Pipe: 29 0.0 1.049 PL 26.00 PF 0.0 29 23.2 0.0 43.4 0.0 0.0 120 FTG T PE -0.2 36 23.7 0.0 43.2 0.0 0.000 TL 31.00 PV Pipe: 30 0.0 1.049 PL 26.00 PF 0.0 30 23.2 0.0 43.5 0.0 0.0 120 FTG T PE -0.2 38 23.7 0.0 43.3 0.0 0.000 TL 31.00 PV Pipe: 31 0.0 1.740 PL 17.66 PF 0.0 31 23.7 0.0 43.2 0.0 0.0 120 FTG ---- PE 0.0 32 23.7 0.0 43.2 0.0 0.000 TL 17.66 PV Pipe: 32 0.0 1.740 PL 8.33 PF 0.0 32 23.7 0.0 43.2 0.0 0.0 120 FTG ---- PE 0.0 33 23.7 0.0 43.2 0.0 0.000 TL 8.33 PV Pipe: 33 -17.1 1.740 PL 137.50 PF 1.5 33 23.7 0.0 43.2 0.0 2.3 120 FTG 8E PE 0.0 34 23.7 0.0 44.8 0.0 0.008 TL 184.21 PV Pipe: 34 0.0 1.740 PL 17.66 PF 0.0 35 23.7 0.0 43.2 0.0 0.0 120 FTG ---- PE 0.0 36 23.7 0.0 43.2 0.0 0.000 TL 17.66 PV Pipe: 35 0.0 1.740 PL 8.33 PF 0.0 36 23.7 0.0 43.2 0.0 0.0 120 FTG T PE 0.0 37 23.7 0.0 43.2 0.0 0.000 TL 20.01 PV Pipe: 36 -16.7 1.740 PL 3.42 PF 0.1 37 23.7 0.0 43.2 0.0 2.3 120 FTG T PE 0.0 38 23.7 0.0 43.3 0.0 0.008 TL 15.10 PV Pipe: 37 -16.7 1.740 PL 134.12 PF 1.5 38 23.7 0.0 43.3 0.0 2.3 120 FTG 8ET PE 0.0 39 23.7 0.0 44.8 0.0 0.008 TL 192.50 PV Pipe: 38 17.1 2.215 PL 16.00 PF 0.1 33 23.7 0.0 43.2 0.0 1.4 120 FTG T PE 0.0 37 23.7 0.0 43.2 0.0 0.003 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 33.8 2.215 PL 13.08 PF 0.2 37 23.7 0.0 43.2 0.0 2.8 120 FTG T PE 0.0 40 23.7 0.0 42.9 0.0 0.009 TL 27.08 PV Pipe: 40 33.8 2.707 PL 7.50 PF 0.0 40 23.7 0.0 42.9 0.0 1.9 120 FTG ---- PE 0.0 40A 23.7 0.0 42.9 0.0 0.003 TL 7.50 PV Pipe: 41 -118.4 2.707 PL 65.50 PF 2.3 40A 23.7 0.0 42.9 0.0 6.6 120 FTG ---- PE 0.0 42 23.7 0.0 45.2 0.0 0.035 TL 65.50 PV Pipe: 42 -17.1 2.215 PL 16.00 PF 0.0 34 23.7 0.0 44.8 0.0 1.4 120 FTG ---- PE 0.0 39 23.7 0.0 44.8 0.0 0.003 TL 16.00 PV Pipe: 43 -33.8 2.215 PL 13.08 PF 0.1 39 23.7 0.0 44.8 0.0 2.8 120 FTG ---- PE 0.0 41 23.7 0.0 44.9 0.0 0.009 TL 13.08 PV Pipe: 44 -33.8 2.707 PL 48.50 PF 0.2 41 23.7 0.0 44.9 0.0 1.9 120 FTG T PE 0.0 42 23.7 0.0 45.2 0.0 0.003 TL 67.29 PV Pipe: 45 -152.2 2.707 PL 2.00 PF 1.1 42 23.7 0.0 45.2 0.0 8.5 120 FTG T PE 0.0 43 23.7 0.0 46.3 0.0 0.055 TL 20.79 PV Pipe: 46 FIXED PRESSURE LOSS DEVICE 44 23.7 0.0 47.3 0.0 1.0 psi, 152.2 gpm 43 23.7 0.0 46.3 0.0 Pipe: 47 -152.2 2.707 PL 13.92 PF 1.8 44 23.7 0.0 47.3 0.0 8.5 120 FTG 2E PE 0.0 45 23.7 0.0 49.1 0.0 0.055 TL 32.71 PV Pipe: 48 -152.2 2.707 PL 4.25 PF 1.3 45 23.7 0.0 49.1 0.0 8.5 120 FTG T PE 0.0 46 23.7 0.0 50.4 0.0 0.055 TL 23.04 PV Pipe: 49 -152.2 2.707 PL 13.00 PF 1.7 46 23.7 0.0 50.4 0.0 8.5 120 FTG 2E PE 5.6 47 10.7 0.0 57.7 0.0 0.055 TL 31.79 PV Pipe: 50 -152.2 2.707 PL 28.00 PF 2.6 47 10.7 0.0 57.7 0.0 8.5 120 FTG 2E PE 0.0 105 10.7 0.0 60.3 0.0 0.055 TL 46.79 PV Pipe: 50A -152.2 3.316 PL 28.00 PF 0.8 105 10.7 0.0 60.3 0.0 5.7 120 FTG E PE 0.0 48 10.7 0.0 61.1 0.0 0.020 TL 38.22 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SOFT K=5.6 Cs -120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51 -152.2 3.316 PL 4.00 PF 0.1 48 10.7 0.0 61.1 0.0 5.7 120 FTG ---- PE 0.0 49 10.7 0.0 61.2 0.0 0.020 TL 4.00 PV Pipe: 52 FIXED PRESSURE LOSS DEVICE 50 10.7 0.0 62.2 0.0 1.0 psi, 152.2 gpm 49 10.7 0.0 61.2 0.0 Pipe: 53 -152.2 3.316 PL 12.66 PF 0.5 50 10.7 0.0 62.2 0.0 5.7 120 FTG E PE 0.0 51 10.7 0.0 62.7 0.0 0.020 TL 22.88 PV Pipe: 54 -152.2 3.316 PL 8.66 PF 0.9 51 10.7 0.0 62.7 0.0 5.7 120 FTG TB PE 3.8 M1 2.0 0.0 67.3 0.0 0.020 TL 45.16 PV Pipe: 55 0.0 1.049 PL 17.00 PF 0.0 52 9.2 0.0 64.4 0.0 0.0 120 FTG T PE -0.2 58 9.7 0.0 64.2 0.0 0.000 TL 22.00 PV Pipe: 56 0.0 1.049 PL 17.00 PF 0.0 53 9.2 0.0 64.4 0.0 0.0 120 FTG T PE -0.2 59 9.7 0.0 64.2 0.0 0.000 TL 22.00 PV Pipe: 57 0.0 1.049 PL 17.00 PF 0.0 54 9.2 0.0 64.4 0.0 0.0 120 FTG T PE -0.2 61 9.7 0.0 64.2 0.0 0.000 TL 22.00 PV Pipe: 58 0.0 1.049 PL 17.00 PF 0.0 55 9.2 0.0 64.4 0.0 0.0 120 FTG T PE -0.2 62 9.7 0.0 64.2 0.0 0.000 TL 22.00 PV Pipe: 59 0.0 1.049 PL 17.00 PF 0.0 56 9.2 0.0 64.4 0.0 0.0 120 FTG T PE -0.2 64 9.7 0.0 64.2 0.0 0.000 TL 22.00 PV Pipe: 60 0.0 1.049 PL 17.00 PF 0.0 57 9.2 0.0 64.4 0.0 0.0 120 FTG T PE -0.2 65 9.7 0.0 64.2 0.0 0.000 TL 22.00 PV Pipe: 61 0.0 1.740 PL 12.00 PF 0.0 58 9.7 0.0 64.2 0.0 0.0 120 FTG ---- PE 0.0 59 9.7 0.0 64.2 0.0 0.000 TL 12.00 PV Pipe: 62 0.0 1.740 PL 6.62 PF 0.0 59 9.7 0.0 64.2 0.0 0.0 120 FTG T PE 0.0 60 9.7 0.0 64.2 0.0 0.000 TL 18.30 PV Pipe: 63 0.0 1.740 PL 10.00 PF 0.0 61 9.7 0.0 64.2 0.0 0.0 120 FTG ---- PE 0.0 62 9.7 0.0 64.2 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SOFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C), (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 0.0 1.740 PL 8.58 PF 0.0 62 9.7 0.0 64.2 0.0 0.0 120 FTG T PE 0.0 63 9.7 0.0 64.2 0.0 0.000 TL 20.26 PV Pipe: 65 0.0 1.740 PL 12.00 PF 0.0 64 9.7 0.0 64.2 0.0 0.0 120 FTG ---- PE 0.0 65 9.7 0.0 64.2 0.0 0.000 TL 12.00 PV Pipe: 66 0.0 1.740 PL 6.50 PF 0.0 65 9.7 0.0 64.2 0.0 0.0 120 FTG ---- PE 0.0 66 9.7 0.0 64.2 0.0 0.000 TL 6.50 PV Pipe: 67 0.0 2.215 PL 11.00 PF 0.0 60 9.7 0.0 64.2 0.0 0.0 120 FTG ---- PE 0.0 63 9.7 0.0 64.2 0.0 0.000 TL 11.00 PV Pipe: 68 0.0 2.215 PL 16.12 PF 0.0 63 9.7 0.0 64.2 0.0 0.0 120 FTG T PE 0.0 66 9.7 0.0 64.2 0.0 0.000 TL 30.12 PV Pipe: 69 0.0 2.707 PL 48.75 PF 0.0 66 9.7 0.0 64.2 0.0 0.0 120 FTG ---- PE 0.0 67 9.7 0.0 64.2 0.0 0.000 TL 48.75 PV Pipe: 70 0.0 3.316 PL 60.88 PF 0.0 67 9.7 0.0 64.2 0.0 0.0 120 FTG ---- PE -0.7 68 11.2 0.0 63.5 0.0 0.000 TL 60.88 PV Pipe: 71 0.0 3.316 PL 58.33 PF 0.0 68 11.2 0.0 63.5 0.0 0.0 120 FTG 2ET PE 0.0 69 11.2 0.0 63.5 0.0 0.000 TL 100.68 PV Pipe: 72 0.0 3.316 PL 134.96 PF 0.0 69 11.2 0.0 63.5 0.0 0.0 120 FTG 4E PE 0.0 70 11.2 0.0 63.5 0.0 0.000 TL 175.85 PV Pipe: 73 0.0 3.316 PL 9.25 PF 0.0 70 11.2 0.0 63.5 0.0 0.0 120 FTG TB PE 4.0 M2 2.0 0.0 67.5 0.0 0.000 TL 45.75 PV Pipe: 74 0.0 1.740 PL 4.54 PF 0.0 71 27.0 0.0 47.7 0.0 0.0 120 FTG ET PE -0.7 72 28.7 0.0 46.9 0.0 0.000 TL 22.06 PV Pipe: 75 0.0 1.740 PL 9.96 PF 0.0 72 28.7 0.0 46.9 0.0 0.0 120 FTG ---- PE 0.0 73 28.7 0.0 46.9 0.0 0.000 TL 9.96 PV Pipe: 76 0.0 1.740 PL 10.96 PF 0.0 73 28.7 0.0 46.9 0.0 0.0 120 FTG ---- PE 0.0 74 28.7 0.0 46.9 0.0 0.000 TL 10.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/23/2019 Y:\3340 FO$TER MS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASSt237 .15/900 QR SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 0.0 1.740 PL 9.96 PF 0.0 74 28.7 0.0 46.9 0.0 0.0 120 FTG ---- PE 0.0 75 28.7 0.0 46.9 0.0 0.000 TL 9.96 PV Pipe: 78 0.0 1.740 PL 10.96 PF 0.0 75 28.7 0.0 46.9 0.0 0.0 120 FTG ---- PE 0.0 76 28.7 0.0 46.9 0.0 0.000 11. 10.96 PV Pipe: 79 0.0 1.740 PL 9.96 PF 0.0 76 28.7 0.0 46.9 0.0 0.0 120 FTG -- PE 0.0 77 28.7 0.0 46.9 0.0 0.000 TL 9.96 PV Pipe: 80 0.0 1.740 PL 9.96 PF 0.0 77 28.7 0.0 46.9 0.0 0.0 120 FTG ---- PE 0.0 78 28.7 0.0 46.9 0.0 0.000 TL 9.96 PV Pipe: 81 0.0 1.740 PL 16.50 PF 0.0 78 28.7 0.0 46.9 0.0 0.0 120 FTG ET PE 0.9 79 26.5 0.0 47.9 0.0 0.000 TL 34.02 PV Pipe: 82 0.0 1.740 PL 17.79 PF 0.0 80 27.0 0.0 47.7 0.0 0.0 120 FTG ET PE -0.8 81 28.9 0.0 46.8 0.0 0.000 TL 35.31 PV Pipe: 83 0.0 1.740 PL 10.96 PF 0.0 81 28.9 0.0 46.8 0.0 0.0 120 FTG ---- PE 0.0 82 28.9 0.0 46.8 0.0 0.000 TL 10.96 PV Pipe: 84 0.0 1.740 PL 9.96 PF 0.0 82 28.9 0.0 46.8 0.0 0.0 120 FTG ---- PE 0.0 83 28.9 0.0 46.8 0.0 0.000 TL 9.96 PV Pipe: 85 0.0 1.740 PL 10.96 PF 0.0 83 28.9 0.0 46.8 0.0 0.0 120 FTG ---- PE 0.0 84 28.9 0.0 46.8 0.0 0.000 TL 10.96 PV Pipe: 86 0.0 1.740 PL 9.96 PF 0.0 84 28.9 0.0 46.8 0.0 0.0 120 FTG ---- PE 0.0 85 28.9 0.0 46.8 0.0 0.000 TL 9.96 PV Pipe: 87 0.0 1.740 PL 10.96 PF 0.0 85 28.9 0.0 46.8 0.0 0.0 120 FTG ---- PE 0.0 86 28.9 0.0 46.8 0.0 0.000 TL 10.96 PV Pipe: 88 0.0 1.740 PL 9.96 PF 0.0 86 28.9 0.0 46.8 0.0 0.0 120 FTG ---- PE 0.0 87 28.9 0.0 46.8 0.0 0.000 TL 9.96 PV Pipe: 89 0.0 1.740 PL 16.75 PF 0.0 87 28.9 0.0 46.8 0.0 0.0 120 FTG ET PE 1.0 88 26.5 0.0 47.9 0.0 0.000 TL 34.27 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 0.0 1.740 PL 46.46 PF 0.0 89 26.5 0.0 47.9 0.0 0.0 120 FTG 2T PE -1.2 90 29.2 0.0 46.7 0.0 0.000 TL 69.81 PV Pipe: 91 0.0 1.740 PL 9.62 PF 0.0 90 29.2 0.0 46.7 0.0 0.0 120 FTG ---- PE 0.0 91 29.2 0.0 46.7 0.0 0.000 TL 9.62 PV Pipe: 92 0.0 1.740 PL 9.62 PF 0.0 91 29.2 0.0 46.7 0.0 0.0 120 FTG ---- PE 0.0 92 29.2 0.0 46.7 0.0 0.000 TL 9.62 PV Pipe: 93 0.0 1.740 PL 10.62 PF 0.0 92 29.2 0.0 46.7 0.0 0.0 120 FTG ---- PE 0.0 93 29.2 0.0 46.7 0.0 0.000 TL 10.62 PV Pipe: 94 0.0 1.740 PL 23.38 PF 0.0 93 29.2 0.0 46.7 0.0 0.0 120 FTG 3ET PE 1.2 94 26.5 0.0 47.9 0.0 0.000 TL 52.57 PV Pipe: 95 0.0 1.740 PL 99.70 PF 0.0 95 26.5 0.0 47.9 0.0 0.0 120 FTG 4T PE 0.0 96 26.5 0.0 47.9 0.0 0.000 TL 146.41 PV Pipe: 96 0.0 2.215 PL 18.38 PF 0.0 71 27.0 0.0 47.7 0.0 0.0 120 FTG ---- PE 0.0 80 27.0 0.0 47.7 0.0 0.000 TL 18.38 PV Pipe: 97 0.0 2.215 PL 13.88 PF 0.0 80 27.0 0.0 47.7 0.0 0.0 120 FTG 2E PE 0.2 89 26.5 0.0 47.9 0.0 0.000 TL 27.88 PV Pipe: 98 0.0 2.215 PL 14.00 PF 0.0 89 26.5 0.0 47.9 0.0 0.0 120 FTG ---- PE 0.0 95 26.5 0.0 47.9 0.0 0.000 TL 14.00 PV Pipe: 99 0.0 2.215 PL 13.00 PF 0.0 79 26.5 0.0 47.9 0.0 0.0 120 FTG ---- PE 0.0 88 26.5 0.0 47.9 0.0 0.000 TL 13.00 PV Pipe: 100 0.0 2.215 PL 12.50 PF 0.0 88 26.5 0.0 47.9 0.0 0.0 120 FTG ---- PE 0.0 94 26.5 0.0 47.9 0.0 0.000 TL 12.50 PV Pipe: 101 0.0 2.215 PL 14.50 PF 0.0 94 26.5 0.0 47.9 0.0 0.0 120 FTG ---- PE 0.0 96 26.5 0.0 47.9 0.0 0.000 TL 14.50 PV Pipe: 102 0.0 2.215 PL 0.84 PF 0.0 96 26.5 0.0 47.9 0.0 0.0 120 FTG E PE 0.0 97 26.5 0.0 47.9 0.0 0.000 TL 7.84 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/23/2019 Y:\3340 FOSTER FIS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI)- (GPM) FL/FT (PSI) Pipe: 103 0.0 3.316 PL 6.67 PF 0.0 97 26.5 0.0 47.9 0.0 0.0 120 FTG 2E PE 1.2 98 23.7 0.0 49.1 0.0 0.000 TL 27.11 PV Pipe: 104 0.0 3.316 PL 7.88 PF 0.0 98 23.7 0.0 49.1 0.0 0.0 120 FTG T PE 0.0 99 23.7 0.0 49.1 0.0 0.000 TL 29.78 PV Pipe: 105 0.0 3.316 PL 29.38 PF 0.0 99 23.7 0.0 49.1 0.0 0.0 120 FTG ---- PE 0.0 100 23.7 0.0 49.1 0.0 0.000 TL 29.38 PV Pipe: 106 0.0 4.026 PL 220.00 PF 0.0 100 23.7 0.0 49.1 0.0 0.0 120 FTG 4E PE 0.0 45 23.7 0.0 49.1 0.0 0.000 TL 260.00 PV Pipe: 107 -152.2 4.026 PL 1.50 PF 0.2 M1 2.0 0.0 67.3 0.0 3.8 120 FTG T PE 0.0 M2 2.0 0.0 67.5 0.0 0.008 TL 21.50 PV Pipe: 108 -152.2 4.026 PL 1.50 PF 0.0 M2 2.0 0.0 67.5 0.0 3.8 120 FTG ---- PE 0.6 F 0.5 0.0 68.2 0.0 0.008 TL 1.50 PV Pipe: 109 -152.2 6.280 PL 3.50 PF 0.0 F 0.5 0.0 68.2 0.0 1.6 140 FTG E PE 1.5 U1 -3.0 0.0 69.7 0.0 0.001 TL 25.50 PV Pipe: 110 -152.2 6.280 PL 32.00 PF 0.0 • U1 -3.0 0.0 69.7 0.0 1.6 140 FTG E PE 0.0 B1 -3.0 0.0 69.7 0.0 0.001 TL 54.00 PV Pipe: 111 FIXED PRESSURE LOSS DEVICE B2 -3.0 0.0 72.7 0.0 3.0 psi, 152.2 gpm B1 -3.0 0.0 69.7 0.0 Pipe: 112 -152.3 6.280 PL 50.00 PF 0.1 B2 -3.0 0.0 72.7 0.0 1.6 140 FTG T2G PE -1.3 SOURCE 0.0 SRCE 71.5 (N/A) 0.001 TL 107.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 49040138 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SQFT K=5.6 C=120 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.165 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.7 ft/sec at pipe 23. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is. 82.86 psi with a flow of 417.92 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.740 5.84 11.68 2.92 13.14 8.76 1.46 14.60 14.60 11.68 2.215 7.00 14.00 4.20 15.40 8.40 1.40 14.00 14.00 14.00 2.707 9.39 18.79 6.26 21.92 10.96 1.57 15.65 15.65 18.79 3.316 10.22 21.90 7.30 23.36 14.60 1.46 18.98 18.98 21.90 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00. 10.00 2.00 5.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANAI.iYSIS Page 15 DATE: 1/23/2019 Y:\3340 FOSTER''SS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SQFT K=5.6 C=120 E a O IA Ui r- 0 .•1 w -4 In a O (Ni o N .d -.•1 0) w x -'-, u, H 0 cnO a• r �o Z a. >i U a a Ili crt cn C4 w ecC m m • W m a ami to m 174an O rn w 0 0 0 ►mi c•-) 0 c+1 E 0.10 c' U 0) m aN ON ON qai ad A 41 c M a w- 0 4 E Z 14 y 1i m m w LA as 1.1 a) -.4d mm Ll C7 0 •,4 a -,4a •.1 -"i 44 10 E ro w .-4 m b m 0 m cm m > d .i roPu1'' 0. Om 0 0 -r1 .1 0 •( 0 .--1 0 0 0 >, > 0 M 00 0 r-1IT • 0 ti' •• )4 aco aN am aN ac4ci a all II 11 0 4 11111 ,y u .-1 N N 00 • i if • • •• •• • • • ••• •I 1 N w U )-1 a 0 O 0 J w 4 a C4 03 0 O Ea O 0 O O 4) O I`1 mta 4.4 0) ro w ro ro w W 0 o.. 4.) . 0x ro 04 ro b s w w 0 +i CO w .Q w w O +-) is �: 0ro ,4 •,4 m •cs a u --4 a m o 0 w w 0)4 -r., w a w 4) •.-1 In U) ro a A 0 0 _ 0 N w 0 m!j 0 '.o z 0 0 0 .-1 0 0 co 0 0 t0 V' a• c4 1:4 C11 0 0 N 0 0 N 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340B.SDF JOB TITLE: FOSTER HS - CLASS#237 .15/900 QR SQFT K=5.6 C=120 WATER SUPPLY CURVE 96+ 1 1 1 88*\ 1 \\ 1 0\\ 1 \ 80+ \\ 1 \\ I \ I \\ 72+ x \\ 1 \ 1 \\ I \\ P 64+ \\ R 1 \ E 1 \\ S 1 \\ S 56+ \ U 1 \\ R 1 \\ E 1 \ 48+ \\ ( 1 \\ P 1 \\ S 1 \ I 40+ \\ ) I \\ 1 \ I \\ 32+ \\ 1 \ I 28.2 psi @ 1755 gpm-> * I Flow Test Point 24+ I 1 16+ LEGEND I 1 X = Required Water Supply I 8+ 1 0 = Available Water Supply I 83.15 psi @ 402.3 gpm I 71.50 psi @ 402.3 gpm 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) FIRESHIELD INC. PO BOX 2389 GIG HARBOR, WASHINGTON 98335 HYDRAULIC CALCULATIONS FOR FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 FILE NUMBER: C3340C DATE: JAN 23, 2019 CLASSROOM #233 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP.1 DENSITY: .15 AREA OF APPLICATION: 900 QR SQ.FT. COVERAGE PER SPRINKLER: 16x16 NUMBER OF SPRINKLERS CALCULATED: 5 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 200.3 GPM TOTAL WATER REQUIRED (including hose): 450.3 GPM FLOW AND PRESSURE (@ STREET) 450.3 GPM @ 69.2 PSI SPRINKLER ORIFICE SIZE: K=11.2 NAME OF CONTRACTOR: FIRESHIELD DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 87.0 28.2 1755.0 82.3 450.3 69.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 450.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 200.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.2 - - - - 32.9 - - - 2 23.2 - - - - 32.9 --- 3 23.2 - - - - 32.9 --- 4 23.2 - - - - 32.9 - - - 5 23.2 ---- 32.9 --- 6 23.2 - - - - 32.9 - - - 7 23.2 ---- 32.9 --- 8 23.2 - - - - 32.9 - - - 9 23.2 - - - - 32.9 - - - 10 23.2 - - - 32.9 11 23.7 - - - - 32.7 12 23.7 - - - - 32.7 13 23.7 - - - - 32.7 14 23.7 - - - - 32.7 15 23.7 - - - - 32.7 16 23.7 - - - - 32.7 17 23.7 - - - - 32.7 18 23.7 - - - 32.7 19 23.7 - - - - 32.7 20 23.7 32.7 21 23.7 32.7 22 23.7 32.7 23 23.7 32.7 - 24 23.7 32.7 25 23.7 - - - - 32.7 - - - 26 23.2 K=11.20 12.6 39.8 27 23.2 K=11.20 13.0 40.4 28 23.2 K=11.20 12.1 39.0 29 23.2 K=11.20 12.5 39.5 30 23.2 K=11.20 13.8 41.6 31 23.7 - - - - 26.9 - - - 32 23.7 27.6 33 23.7 28.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 23.7 - - - - 34.2 35 23.7 - - - - 25.8 36 23.7 - - - - 26.5 37 23.7 - - - - 29.2 38 23.7 - - - - 29.2 39 23.7 - - - - 34.3 40 23.7 - - - - 32.4 40A 23.7 - - - - 32.7 41 23.7 - - - - 34.7 42 23.7 - - - - 35.5 43 23.7 - - - - 37.4 44 23.7 - - - - 38.4 45 23.7 - - - - 41.4 46 23.7 - - - - 43.5 47 10.7 - - - - 52.1 48 10.7 - - - - 57.6 49 10.7 - - - - 57.8 50 10.7 - - - - 58.8 51 10.7 - - - - 59.5 52 9.2 - - - - 62.0 53 9.2 - - - - 62.0 54 9.2 - - - - 62.0 55 9.2 - - - - 62.0 56 9.2 - - - - 62.0 57 9.2 - - - - 62.0 58 9.7 - - - - 61.8 59 9.7 - - - - 61.8 60 9.7 - - - - 61.8 61 9.7 - - - - 61.8 62 9.7 - - - - 61.8 63 9.7 - - - - 61.8 64 9.7 - - - - 61.8 65 9.7 - - - - 61.8 66 9.7 - - - - 61.8 67 9.7 - - - - 61.8 68 11.2 - - - - 61.1 69 11.2 - - - - 61.1 70 11.2 - - - - 61.1 71 27.0 - - - - 40.0 72 28.7 - - - - 39.3 73 28.7 - - - - 39.3 74 28.7 - - - - 39.3 75 28.7 - - - - 39.3 76 28.7 - - - - 39.3 77 28.7 - - - - 39.3 78 28.7 - - - - 39.3 79 26.5 - - - - 40.2 80 27.0 - - - - 40.0 81 28.9 - - - - 39.1 82 28.9 - - - - 39.1 83 28.9 - - - - 39.1 84 28.9 - - - - 39.1 SPRINKLER SYSTEM HYDRAULIC ANAfUSIS Page 4 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 ".15/900 QR SQFT K=11.2 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 28.9 39.1 86 28.9 39.1 87 28.9 39.1 88 26.5 40.2 89 26.5 40.2 90 29.2 39.0 91 29.2 39.0 92 29.2 39.0 93 29.2 39.0 94 26.5 40.2 95 26.5 40.2 96 26.5 40.2 97 26.5 40.2 98 23.7 41.4 99 23.7 41.4 100 23.7 41.4 105 10.7 56.3 M1 2.0 64.8 M2 2.0 65.1 F 0.5 65.8 U1 -3.0 - 67.3 B1 -3.0 67.4 B2 -3.0 - - - - 70.4 SOURCE 0.0 SOURCE 69.2 200.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.049 PL 21.00 PF 0.0 1 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 11 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 2 0.0 1.049 PL 21.00 PF 0.0 2 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 12 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 3 0.0 1.049 PL 21.00 PF 0.0 3 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 13 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 4 0.0 1.049 PL 21.00 PF 0.0 4 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 14 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 5 0.0 1.049 PL 21.00 PF 0.0 5 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 16 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 6 0.0 1.049 PL 21.00 PF 0.0 6 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 17 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 7 0.0 1.049 PL 21.00 PF 0.0 7 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 18 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 8 0.0 1.049 PL 21.00 PF 0.0 8 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 20 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 9 0.0 1.049 PL 21.00 PF 0.0 9 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 21 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 10 0.0 1.049 PL 21.00 PF 0.0 10 23.2 0.0 32.9 0.0 0.0 120 FTG T PE -0.2 22 23.7 0.0 32.7 0.0 0.000 TL 26.00 PV Pipe: 11 0.0 1.740 PL 11.66 PF 0.0 12 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 13 23.7 0.0 32.7 0.0 0.000 TL 11.66 PV Pipe: 12 0.0 1.740 PL 8.00 PF 0.0 13 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 14 . 23.7 0.0 32.7 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.740 PL 1.70 PF 0.0 14 23.7 0.0 32.7 0.0 0.0 120 FTG T PE 0.0 15 23.7 0.0 32.7 0.0 0.000 TL 13.38 PV Pipe: 14 0.0 1.740 PL 11.66 PF 0.0 16 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 17 23.7 0.0 32.7 0.0 0.000 TL 11.66 PV Pipe: 15 0.0 1.740 PL 8.00 PF 0.0 17 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 18 23.7 0.0 32.7 0.0 0.000 TL 8.00 PV Pipe: 16 0.0 1.740 PL 1.70 PF 0.0 18 23.7 0.0 32.7 0.0 0.0 120 FTG T PE 0.0 19 23.7 0.0 32.7 0.0 0.000 TL 13.38 PV Pipe: 17 0.0 1.740 PL 11.66 PF 0.0 20 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 21 23.7 0.0 32.7 0.0 0.000 TL 11.66 PV Pipe: 18 0.0 1.740 PL 8.00 PF 0.0 21 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 22 23.7 0.0 32.7 0.0 0.000 TL 8.00 PV Pipe: 19 0.0 1.740 PL 1.70 PF 0.0 22 23.7 0.0 32.7 0.0 0.0 120 FTG T PE 0.0 23 23.7 0.0 32.7 0.0 0.000 TL 13.38 PV Pipe: 20 0.0 2.215 PL 8.33 PF 0.0 11 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 15 23.7 0.0 32.7 0.0 0.000 TL 8.33 PV Pipe: 21 0.0 2.215 PL 7.50 PF 0.0 15 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 19 23.7 0.0 32.7 0.0 0.000 TL 7.50 PV Pipe: 22 0.0 2.215 PL 9.33 PF 0.0 19 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 23 23.7 0.0 32.7 0.0 0.000 TL 9.33 PV Pipe: 23 0.0 2.215 PL 22.16 PF 0.0 23 23.7 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 24 23.7 0.0 32.7 0.0 0.000 TL 22.16 PV Pipe: 24 0.0 2.215 PL 110.08 PF 0.0 24 23.7 0.0 32.7 0.0 0.0 120 FTG ET PE 0.0 25 23.7 0.0 32.7 0.0 0.000 TL 131.09 PV Pipe: 25 0.0 2.215 PL 54.50 PF 0.0 25 23.7 0.0 32.7 0.0 0.0 120 FTG T PE 0.0 40A 23.7 0.0 32.7 0.0 0.000 TL 68.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -39.8 1.049 PL 26.00 PF 14.4 26 23.2 11.2 12.6 39.8 14.8 120 FTG T PE -0.2 31 23.7 0.0 26.9 0.0 0.465 TL 31.00 PV Pipe: 27 -40.4 1.049 PL 26.00 PF 14.8 27 23.2 11.2 13.0 40.4 15.0 120 FTG T PE -0.2 32 23.7 0.0 27.6 0.0 0.477 TL 31.00 PV Pipe: 28 -39.0 1.049 PL 26.00 PF 13.9 28 23.2 11.2 12.1 39.0 14.5 120 FTG T PE -0.2 35 23.7 0.0 25.8 0.0 0.448 TL 31.00 PV Pipe: 29 -39.5 1.049 PL 26.00 PF 14.2 29 23.2 11.2 12.5 39.5 14.7 120 FTG T PE -0.2 36 23.7 0.0 26.5 0.0 0.459 TL 31.00 PV Pipe: 30 -41.6 1.049 PL 26.00 PF 15.6 30 23.2 11.2 13.8 41.6 15.4 120 FTG T PE -0.2 38 23.7 0.0 29.2 0.0 0.504 TL 31.00 PV Pipe: 31 -39.8 1.740 PL 17.66 PF 0.7 31 23.7 0.0 26.9 0.0 5.4 120 FTG ---- PE 0.0 32 23.7 0.0 27.6 0.0 0.040 TL 17.66 PV Pipe: 32 -80.2 1.740 PL 8.33 PF 1.2 32 23.7 0.0 27.6 0.0 10.8 120 FTG ---- PE 0.0 33 23.7 0.0 28.8 0.0 0.144 TL 8.33 PV Pipe: 33 -34.0 1.740 PL 137.50 PF 5.4 33 23.7 0.0 28.8 0.0 4.6 120 FTG 8E PE 0.0 34 23.7 0.0 34.2 0.0 0.030 TL 184.21 PV Pipe: 34 -39.0 1.740 PL 17.66 PF 0.7 35 23.7 0.0 25.8 0.0 5.3 120 FTG ---- PE 0.0 36 23.7 0.0 26.5 0.0 0.038 TL 17.66 PV Pipe: 35 -78.5 1.740 PL 8.33 PF 2.8 36 23.7 0.0 26.5 0.0 10.6 120 FTG T PE 0.0 37 23.7 0.0 29.2 0.0 0.139 TL 20.01 PV Pipe: 36 9.4 1.740 PL 3.42 PF 0.0 37 23.7 0.0 29.2 0.0 1.3 120 FTG T PE 0.0 38 23.7 0.0 29.2 0.0 0.003 TL 15.10 PV Pipe: 37 -32.2 1.740 PL 134.12 PF 5.1 38 23.7 0.0 29.2 0.0 4.3 120 FTG 8ET PE 0.0 39 23.7 0.0 34.3 0.0 0.027 TL 192.50 PV Pipe: 38 -46.2 2.215 PL 16.00 PF 0.5 33 23.7 0.0 28.8 0.0 3.8 120 FTG T PE 0.0 37 23.7 0.0 29.2 0.0 0.016 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SOFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN} LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -134.1 2.215 PL 13.08 PF 3.1 37 23.7 0.0 29.2 0.0 11.2 120 FTG T PE 0.0 40 23.7 0.0 32.4 0.0 0.115 TL 27.08 PV Pipe: 40 -134.1 2.707 PL 7.50 PF 0.3 40 23.7 0.0 32.4 0.0 7.5 120 FTG ---- PE 0.0 40A 23.7 0.0 32.7 0.0 0.043 TL 7.50 PV Pipe: 41 -134.1 2.707 PL 65.50 PF 2.8 40A 23.7 0.0 32.7 0.0 7.5 120 FTG ---- PE 0.0 42 23.7 0.0 35.5 0.0 0.043 TL 65.50 PV Pipe: 42 -34.0 2.215 PL 16.00 PF 0.1 34 23.7 0.0 34.2 0.0 2.8 120 FTG ---- PE 0.0 39 23.7 0.0 34.3 0.0 0.009 TL 16.00 PV Pipe: 43 -66.2 2.215 PL 13.08 PF 0.4 39 23.7 0.0 34.3 0.0 5.5 120 FTG ---- PE 0.0 41 23.7 0.0 34.7 0.0 0.031 TL 13.08 PV Pipe: 44 -66.2 2.707 PL 48.50 PF 0.8 41 23.7 0.0 34.7 0.0 3.7 120 FTG T PE 0.0 42 23.7 0.0 35.5 0.0 0.012 TL 67.29 PV Pipe: 45 -200.3 2.707 PL 2.00 PF 1.9 42 23.7 0.0 35.5 0.0 11.2 120 FTG T PE 0.0 43 23.7 0.0 37.4 0.0 0.091 TL 20.79 PV Pipe: 46 FIXED PRESSURE LOSS DEVICE 44 23.7 0.0 38.4 0.0 1.0 psi, 200.3 gpm 43 23.7 0.0 37.4 0.0 Pipe: 47 -200.3 2.707 PL 13.92 PF 3.0 44 23.7 0.0 38.4 0.0 11.2 120 FTG 2E PE 0.0 45 23.7 0.0 41.4 0.0 0.091 TL 32.71 PV Pipe: 48 -200.3 2.707 PL 4.25 PF 2.1 45 23.7 0.0 41.4 0.0 11.2 120 FTG T PE 0.0 46 23.7 0.0 43.5 0.0 0.091 TL 23.04 PV Pipe: 49 -200.3 2.707 PL 13.00 PF 2.9 46 23.7 0.0 43.5 0.0 11.2 120 FTG 2E PE 5.6 47 10.7 0.0 52.1 0.0 0.091 TL 31.79 PV Pipe: 50 -200.3 2.707 PL 28.00 PF 4.3 47 10.7 0.0 52.1 0.0 11.2 120 FTG 2E PE 0.0 105 10.7 0.0 56.3 0.0 0.091 TL 46.79 PV Pipe: 50A -200.3 3.316 PL 28.00 PF 1.3 105 10.7 0.0 56.3 0.0 7.4 120 FTG E PE 0.0 48 10.7 0.0 57.6 0.0 0.034 TL 38.22 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51 -200.3 3.316 PL 4.00 PF 0.1 48 10.7 0.0 57.6 0.0 7.4 120 FTG ---- PE 0.0 49 10.7 0.0 57.8 0.0 0.034 TL 4.00 PV Pipe: 52 FIXED PRESSURE LOSS DEVICE 50 10.7 0.0 58.8 0.0 1.0 psi, 200.3 gpm 49 10.7 0.0 57.8 0.0 Pipe: 53 -200.3 3.316 PL 12.66 PF 0.8 50 10.7 0.0 58.8 0.0 7.4 120 FTG E PE 0.0 51 10.7 0.0 59.5 0.0 0.034 TL 22.88 PV 51 M1 Pipe: 54 -200.3 3.316 PL 8.66 PF 1.5 10.7 0.0 59.5 0.0 7.4 120 FTG TB PE 3.8 2.0 0.0 64.8 0.0 0.034 TL 45.16 PV Pipe: 55 0.0 1.049 PL 17.00 PF 0.0 52 9.2 0.0 62.0 0.0 0.0 120 FTG T PE -0.2 58 9.7 0.0 61.8 0.0 0.000 TL 22.00 PV Pipe: 56 0.0 1.049 PL 17.00 PF 0.0 53 9.2 0.0 62.0 0.0 0.0 120 FTG T PE -0.2 59 9.7 0.0 61.8 0.0 0.000 TL 22.00 PV Pipe: 57 0.0 1.049 PL 17.00 PF 0.0 54 9.2 0.0 62.0 0.0 0.0 120 FTG T PE -0.2 61 9.7 0.0 61.8 0.0 0.000 TL 22.00 PV Pipe: 58 0.0 1.049 PL 17.00 PF 0.0 55 9.2 0.0 62.0 0.0 0.0 120 FTG T PE -0.2 62 9.7 0.0 61.8 0.0 0.000 TL 22.00 PV Pipe: 59 0.0 1.049 PL 17.00 PF 0.0 56 9.2 0.0 62.0 0.0 0.0 120 FTG T PE -0.2 64 9.7 0.0 61.8 0.0 0.000 TL 22.00 PV Pipe: 60 0.0 1.049 PL 17.00 PF 0.0 57 9.2 0.0 62.0 0.0 0.0 120 FTG T PE -0.2 65 9.7 0.0 61.8 0.0 0.000 TL 22.00 PV Pipe: 61 0.0 1.740 PL 12.00 PF 0.0 58 9.7 0.0 61.8 0.0 0.0 120 FTG ---- PE 0.0 59 9.7 0.0 61.8 0.0 0.000 TL 12.00 PV Pipe: 62 0.0 1.740 PL 6.62 PF 0.0 59 9.7 0.0 61.8 0.0 0.0 120 FTG T PE 0.0 60 9.7 0.0 61.8 0.0 0.000 TL 18.30 PV Pipe: 63 0.0 1.740 PL 10.00 PF 0.0 61 9.7 0.0 61.8 0.0 0.0 120 FTG ---- PE 0.0 62 9.7 0.0 61.8 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS4233 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(ORM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) qFT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 0.0 1.740 PL 8.58 PF 0.0 62 9.7 0.0 61.8 0.0 0.0 120 FTG T PE 0.0 63 9.7 0.0 61.8 0.0 0.000 TL 20.26 PV Pipe: 65 0.0 1.740 PL 12.00 PF 0.0 64 9.7 0.0 61.8 0.0 0.0 120 FTG ---- PE 0.0 65 9.7 0.0 61.8 0.0 0.000 TL 12.00 PV Pipe: 66 0.0 1.740 PL 6.50 PF 0.0 65 9.7 0.0 61.8 0.0 0.0 120 FTG ---- PE 0.0 66 9.7 0.0 61.8 0.0 0.000 TL 6.50 PV Pipe: 67 0.0 2.215 PL 11.00 PF 0.0 60 9.7 0.0 61.8 0.0 0.0 120 FTG ---- PE 0.0 63 9.7 0.0 61.8 0.0 0.000 TL 11.00 PV Pipe: 68 0.0 2.215 FL 16.12 PF 0.0 63 9.7 0.0 61.8 0.0 0.0 120 FTG T PE 0.0 66 9.7 0.0 61.8 0.0 0.000 TL 30.12 PV Pipe: 69 0.0 2.707 PL 48.75 PF 0.0 66 9.7 0.0 61.8 0.0 0.0 120 FTG ---- PE 0.0 67 9.7 0.0 61.8 0.0 0.000 TL 48.75 PV Pipe: 70 0.0 3.316 PL 60.88 PF 0.0 67 9.7 0.0 61.8 0.0 0.0 120 FTG ---- PE -0.7 68 11.2 0.0 61.1 0.0 0.000 TL 60.88 PV Pipe: 71 0.0 3.316 PL 58.33 PF 0.0 68 11.2 0.0 61.1 0.0 0.0 120 FTG 2ET PE 0.0 69 11.2 0.0 61.1 0.0 0.000 TL 100.68 PV Pipe: 72 0.0 3.316 PL 134.96 PF 0.0 69 11.2 0.0 61.1 0.0 0.0 120 FTG 4E PE 0.0 70 11.2 0.0 61.1 0.0 0.000 TL 175.85 PV Pipe: 73 0.0 3.316 PL 9.25 PF 0.0 70 11.2 0.0 61.1 0.0 0.0 120 FTG TB PE 4.0 M2 2.0 0.0 65.1 0.0 0.000 TL 45.75 PV Pipe: 74 0.0 1.740 PL 4.54 PF 0.0 71 27.0 0.0 40.0 0.0 0.0 120 FTG ET PE -0.7 72 28.7 0.0 39.3 0.0 0.000 TL 22.06 PV Pipe: 75 0.0 1.740 PL 9.96 PF 0.0 72 28.7 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 73 28.7 0.0 39.3 0.0 0.000 TL 9.96 PV Pipe: 76 0.0 1.740 PL 10.96 PF 0.0 73 28.7 0.0 39.3 0.0 0.0 120 _FTG ---- PE 0.0 74 28.7 0.0 39.3 0.0 0.000 TL 10.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT. DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 0.0 1.740 PL 9.96 PF 0.0 74 28.7 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 75 28.7 0.0 39.3 0.0 0.000 TL 9.96 PV Pipe: 78 0.0 1.740 PL 10.96 PF 0.0 75 28.7 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 76 28.7 0.0 39.3 0.0 0.000 TL 10.96 PV Pipe: 79 0.0 1.740 PL 9.96 PF 0.0 76 28.7 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 77 28.7 0.0 39.3 0.0 0.000 TL 9.96 PV Pipe: 80 0.0 1.740 PL 9.96 PF 0.0 77 28.7 0.0 39.3 0.0 0.0 120 FTG ---- PE 0.0 78 28.7 0.0 39.3 0.0 0.000 TL 9.96 PV Pipe: 81 0.0 1.740 PL 16.50 PF 0.0 78 28.7 0.0 39.3 0.0 0.0 120 FTG ET PE 0.9 79 26.5 0.0 40.2 0.0 0.000 TL 34.02 PV Pipe: 82 0.0 1.740 PL 17.79 PF 0.0 80 27.0 0.0 40.0 0.0 0.0 120 FTG ET PE -0.8 81 28.9 0.0 39.1 0.0 0.000 TL 35.31 PV Pipe: 83 0.0 1.740 PL 10.96 PF 0.0 81 28.9 0.0 39.1 0.0 0.0 120 FTG ---- PE 0.0 82 28.9 0.0 39.1 0.0 0.000 TL 10.96 PV Pipe: 84 0.0 1.740 PL 9.96 PF 0.0 82 28.9 0.0 39.1 0.0 0.0 120 FTG ---- PE 0.0 83 28.9 0.0 39.1 0.0 0.000 TL 9.96 PV Pipe: 85 0.0 1.740 PL 10.96 PF 0.0 83 28.9 0.0 39.1 0.0 0.0 120 FTG ---- PE 0.0 84 28.9 0.0 39.1 0.0 0.000 TL 10.96 PV Pipe: 86 0.0 1.740 PL 9.96 PF 0.0 84 28.9 0.0 39.1 0.0 0.0 120 FTG ---- PE 0.0 85 28.9 0.0 39.1 0.0 0.000 TL 9.96 PV Pipe: 87 0.0 1.740 PL 10.96 PF 0.0 85 28.9 0.0 39.1 0.0 0.0 120 FTG ---- PE 0.0 86 28.9 0.0 39.1 0.0 0.000 TL 10.96 PV Pipe: 88 0.0 1.740 PL 9.96 PF 0.0 86 28.9 0.0 39.1 0.0 0.0 120 FTG ---- PE 0.0 87 28.9 0.0 39.1 0.0 0.000 TL 9.96 PV Pipe: 89 0.0 1.740 PL 16.75 PF 0.0 87 28.9 0.0 39.1 0.0 0.0 120 FTG ET PE 1.0 88 26.5 0.0 40.2 0.0 0.000 TL 34.27 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT Kat11.2 C-120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 0.0 1.740 PL 46.46 PF 0.0 89 26.5 0.0 40.2 0.0 0.0 120 FTG 2T PE -1.2 90 29.2 0.0 39.0 0.0 0.000 TL 69.81 PV Pipe: 91 0.0 1.740 PL 9.62 PF 0.0 90 29.2 0.0 39.0 0.0 0.0 120 FTG ---- PE 0.0 91 29.2 0.0 39.0 0.0 0.000 TL 9.62 PV Pipe: 92 0.0 1.740 PL 9.62 PF 0.0 91 29.2 0.0 39.0 0.0 0.0 120 FTG ---- PE 0.0 92 29.2 0.0 39.0 0.0 0.000 TL 9.62 PV Pipe: 93 0.0 1.740 PL 10.62 PF 0.0 92 29.2 0.0 39.0 0.0 0.0 120 FTG ---- PE 0.0 93 29.2 0.0 39.0 0.0 0.000 TL 10.62 PV Pipe: 94 0.0 1.740 PL 23.38 PF 0.0 93 29.2 0.0 39.0 0.0 0.0 120 FTG 3ET PE 1.2 94 26.5 0.0 40.2 0.0 0.000 TL 52.57 PV Pipe: 95 0.0 1.740 PL 99.70 PF 0.0 95 26.5 0.0 40.2 0.0 0.0 120 FTG 4T PE 0.0 96 26.5 0.0 40.2 0.0 0.000 TL 146.41 PV Pipe: 96 0.0 2.215 PL 18.38 PF 0.0 71 27.0 0.0 40.0 0.0 0.0 120 FTG ---- PE 0.0 80 27.0 0.0 40.0 0.0 0.000 TL 18.38 PV Pipe: 97 0.0 2.215 PL 13.88 PF 0.0 80 27.0 0.0 40.0 0.0 0.0 120 FTG 2E PE 0.2 89 26.5 0.0 40.2 0.0 0.000 TL 27.88 PV Pipe: 98 0.0 2.215 EL 14.00 PF 0.0 89 26.5 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 95 26.5 0.0 40.2 0.0 0.000 TL 14.00 PV Pipe: 99 0.0 2.215 PL 13.00 PF 0.0 79 26.5 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 88 26.5 0.0 40.2 0.0 0.000 TL 13.00 PV Pipe: 100 0.0 2.215 PL 12.50 PF 0.0 88 26.5 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 94 26.5 0.0 40.2 0.0 0.000 TL 12.50 PV Pipe: 101 0.0 2.215 PL 14.50 PF 0.0 94 26.5 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 96 26.5 0.0 40.2 0.0 0.000 TL 14.50 PV Pipe: 102 0.0 2.215 PL 0.84 PF 0.0 96 26.5 0.0 40.2 0.0 0.0 120 FTG E PE 0.0 97 26.5 0.0 40.2 0.0 0.000 TL 7.84 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SOFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS).. HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT. (PSI) Pipe: 103 0.0 3.316 PL 6.67 PF 0.0 97 26.5 0.0 40.2 0.0 0.0 120 FTG 2E PE 1.2 98 23.7 0.0 41.4 0.0 0.000 TL 27.11 PV Pipe: 104 0.0 3.316 PL 7.88 PF 0.0 98 23.7 0.0 41.4 0.0 0.0 120 FTG T PE 0.0 99 23.7 0.0 41.4 0.0 0.000 TL 29.78 PV Pipe: 105 0.0 3.316 PL 29.38 PF 0.0 99 23.7 0.0 41.4 0.0 0.0 120 FTG ---- PE 0.0 100 23.7 0.0 41.4 0.0 0.000 TL 29.38 PV Pipe: 106 0.0 4.026 PL 220.00 PF 0.0 100 23.7 0.0 41.4 0.0 0.0 120 FTG 4E PE 0.0 45 23.7 0.0 41.4 0.0 0.000 TL 260.00 PV Pipe: 107 -200.3 4.026 PL 1.50 PF 0.3 Mi 2.0 0.0 64.8 0.0 5.0 120 FTG T PE 0.0 M2 2.0 0.0 65.1 0.0 0.013 TL 21.50 PV Pipe: 108 -200.3 4.026 PL 1.50 PF 0.0 M2 2.0 0.0 65.1 0.0 5.0 120 FTG ---- PE 0.6 F 0.5 0.0 65.8 0.0 0.013 TL 1.50 PV Pipe: 109 -200.3 6.280 PL 3.50 PF 0.0 F 0.5 0.0 65.8 0.0 2.1 140 FTG E PE 1.5 U1 -3.0 0.0 67.3 0.0 0.001 TL 25.50 PV Pipe: 110 -200.3 6.280 PL 32.00 PF 0.1 U1 -3.0 0.0 67.3 0.0 2.1 140 FTG E PE 0.0 B1 -3.0 0.0 67.4 0.0 0.001 TL 54.00 PV Pipe: 111 FIXED PRESSURE LOSS DEVICE B2 -3.0 0.0 70.4 0.0 3.0 psi, 200.3 gpm B1 -3.0 0.0 67.4 0.0 Pipe: 112 -200.3 6.280 PL. 50.00 PF 0.1 B2 -3.0 0.0 70.4 0.0 2.1 140 FTG T2G PE -1.3 SOURCE 0.0 SRCE 69.2 (N/A) 0.001 TL 107.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 49040138 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 115/900 QR SQFT K=11.2 Cs120 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.145 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.4 ft/sec at pipe 30. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 81.79 psi with a flow of 473.74 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.740 5.84 11.68 2.92 13.14 8.76 1.46 14.60 14.60 11.68 2.215 7.00 14.00 4.20 15.40 8.40 1.40 14.00 14.00 14.00 2.707 9.39 18.79 6.26 21.92 10.96 1.57 15.65 15.65 18.79 3.316 10.22 21.90 7.30 23.36 14.60 1.46 18.98 18.98 21.90 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SOFT K=11.2 C=120 WATER SUPPLY ANALYSIS 0 N Ln N 0 r -I W .,1 Pi 0 N 0 N CO W a 0 0 N o U 4-) U) ba+ b+ 1a M W 1h ▪ la • M• O 0 0 M LM mLn A N c 0 Cl. Z k0 w aCV aQ' 0 W .,-1 ..I O a a 0 a ro 14 .$ u) •.1 .i •.I N 0 N > N W orn •CCO 0410 0 m W CO 1a m TI 0. a • p• w 1414 •o 15 ma 0 0 W (•COb • TI • Q o 0 o O Nixt W N O N E •.-I d W Q)0 .WI CO • •.I a -.1 W E ro O m CO CO > W .i ▪ °'0 Amro U -.A• N • N CO 4 0 • b' • >, > N OM .-I r4 co I4 ,o 0. CCI U 0. 0 CO a 1-1 N .•I gl N A. Source 1 ••i 1 ' • • • • • J • •• • i 0 0 0 0 o co, -•I N N O 4-) — 0 w z O 0 0 o o o 0 0 10 0 0 0 0 N c7KCDt7w 04awcnu)Do4w --Q4o -d-- 0 O N 1-▪ 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340CR.SDF JOB TITLE: FOSTER HS - CLASS#233 .15/900 QR SQFT K=11.2 C=120 WATER SUPPLY CURVE 96+ 1 88*\ 1 \\ \\ 1 0 \ 80+ \\ \\ 1 1 \\ 72+ \\ 1 X \ 1 \\ \\ P 64+ \\ R 1., E I \\ S 1 \\ S 56+ \ U 1 \\ R 1 \\ E 1 \ 48+ \\ ( 1 \\ P 1k° \\ S 1 I 40+ \\ ) 1 ;' \\ I I \\ 32+ \\ 1 1 28.2 psi @ 1755 gpm-> * 1 Flow Test Point 24+ 1 1 1=====______=__ 16+ LEGEND 1 1 -IK = Required Water Supply 1 69.21 psi @ 450.3 gpm 8+ 1 0 = Available Water Supply 1 82.25 psi @ 450.3 gpm 1 0++-+---+----+ + + + +- + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) FIRESHIELD INC. PO BOX 2389 GIG HARBOR, WASHINGTON 98335 HYDRAULIC CALCULATIONS FOR FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 FILE NUMBER: C3340D DATE: JAN 23, 2019 COMMONS #300 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP.1 DENSITY: .15 AREA OF APPLICATION: 1500 SQ.FT. COVERAGE PER SPRINKLER: 129 SQ.FT. NUMBER OF SPRINKLERS CALCULATED: 12 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 235.4 GPM TOTAL WATER REQUIRED (including hose): 485.4 GPM FLOW AND PRESSURE (@ STREET) 485.4 GPM @ 72.8 PSI SPRINKLER ORIFICE SIZE: K=5.6 NAME OF CONTRACTOR: FIRESHIELD DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 87.0 28.2 1755.0 81.5 485.4 72.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 485.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 235.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.2 - - - - 54.8 2 23.2 - - - - 54.8 3 23.2 - - - - 54.8 4 23.2 - - - - 54.8 5 23.2 - - - - 54.8 6 23.2 - - - - 54.8 7 23.2 - - - - 54.8 8 23.2 - - - - 54.8 9 23.2 - - - - 54.8 10 23.2 - - 54.8 11 23.7 - - - - 54.6 12 23.7 - - - - 54.6 13 23.7 - - - - 54.6 14 23.7 - - - - 54.6 15 23.7 - - - - 54.6 16 23.7 - - - - 54.6 17 23.7 - - - - 54.6 18 23.7 - - - - 54.6 19 23.7 - - - - 54.6 20 23.7 - - - - 54.6 21 23.7 - - - - 54.6 22 23.7 - - - - 54.6 23 23.7 - - - - 54.6 24 23.7 - - - - 54.6 25 23.7 - - - - 54.6 26 23.2 - - - - 54.8 27 23.2 - - - - 54.8 28 23.2 - - - - 54.8 29 23.2 - - - - 54.8 30 23.2 - - - - 54.8 31 23.7 - - - - 54.6 32 23.7 - - - - 54.6 33 23.7 - - - - 54.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 23.7 - - - 54.6 - - - 35 23.7 - - - - 54.6 - - - 36 23.7 - - - - 54.6 37 23.7 - - - - 54.6 - - - 38 23.7 54.6 39 23.7 54.6 40 23.7 54.6 40A 23.7 54.6 41 23.7 54.6 42 23.7 54.6 43 23.7 54.6 44 23.7 54.6 45 23.7 54.6 46 23.7 54.6 47 10.7 60.2 48 10.7 60.2 49 10.7 60.4 50 10.7 61.4 51 10.7 62.4 52 9.2 65.5 53 9.2 65.5 54 9.2 65.5 55 9.2 65.5 56 9.2 65.5 57 9.2 65.5 58 9.7 65.3 59 9.7 65.3 60 9.7 65.3 61 9.7 65.3 62 9.7 65.3 63 9.7 65.3 64 9.7 65.3 65 9.7 65.3 66 9.7 65.3 67 9.7 65.3 68 11.2 64.6 69 11.2 64.6 70 11.2 64.6 71 27.0 13.0 72 28.7 - - - - 12.2 - - - 73 28.7 K= 5.60 12.1 19.5 74 28.7 K= 5.60 12.1 19.5 75 28.7 K= 5.60 12.1 19.5 76 28.7 K= 5.60 12.2 19.6 77 28.7 K= 5.60 12.4 19.7 78 28.7 - - - - 12.8 - - - 79 26.5 15.1 80 27.0 13.1 81 28.9 - - - - 12.1 - - - 82 28.9 K= 5.60 12.0 19.4 83 28.9 K= 5.60 12.0 19.4 84 28.9 K= 5.60 12.0 19.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 28.9 K= 5.60 12.1 19.5 86 28.9 K= 5.60 12.4 19.7 87 28.9 - - - - 12.7 88 26.5 15.2 89 26.5 13.9 90 29.2 - - - - 12.8 91 29.2 K= 5.60 12.8 20.0 92 29.2 K= 5.60 12.9 20.1 93 29.2 - - - - 13.1 - - - 94 26.5 15.4 95 26.5 14.0 96 26.5 15.9 97 26.5 16.4 98 23.7 18.9 99 23.7 20.2 100 23.7 21.0 101 23.7 22.0 101A 23.7 23.7 102 23.7 33.2 103 23.7 36.5 104 10.7 46.1 105 10.7 57.5 M1 2.0 68.3 M2 2.0 - - - - 68.6 F 0.5 - - - - 69.3 U1 -3.0 70.9 B1 -3.0 70.9 B2 -3.0 - - - - 73.9 - - - SOURCE 0.0 SOURCE 72.8 235.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SOFT K=5.6 C=120 PIPE DATA PIPE TAG Q(GPM) DIA(IN)g LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.049 PL 21.00 PF 0.0 1 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 11 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 2 0.0 1.049 PL 21.00 PF 0.0 2 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 12 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 3 0.0 1.049 PL 21.00 PF 0.0 3 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 13 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 4 0.0 1.049 PL 21.00 PF 0.0 4 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 14 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 5 0.0 1.049 PL 21.00 PF 0.0 5 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 16 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 6 0.0 1.049 PL 21.00 PF 0.0 6 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 17 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 7 0.0 1.049 PL 21.00 PF 0.0 7 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 18 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 8 0.0 1.049 PL 21.00 PF 0.0 8 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 20 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 9 0.0 1.049 PL 21.00 PF 0.0 9 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 21 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 10 0.0 1.049 PL 21.00 PF 0.0 10 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 22 23.7 0.0 54.6 0.0 0.000 TL 26.00 PV Pipe: 11 0.0 1.740 PL 11.66 PF 0.0 12 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 13 23.7 0.0 54.6 0.0 0.000 TL 11.66 PV Pipe: 12 0.0 1.740 PL 8.00 PF 0.0 13 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 14 23.7 0.0 54.6 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.740 PL 1.70 PF 0.0 14 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 15 23.7 0.0 54.6 0.0 0.000 TL 13.38 PV Pipe: 14 0.0 1.740 PL 11.66 PF 0.0 16 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 17 23.7 0.0 54.6 0.0 0.000 TL 11.66 PV Pipe: 15 0.0 1.740 PL 8.00 PF 0.0 17 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 18 23.7 0.0 54.6 0.0 0.000 TL 8.00 PV Pipe: 16 0.0 1.740 PL 1.70 PF 0.0 18 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 19 23.7 0.0 54.6 0.0 0.000 TL 13.38 PV Pipe: 17 0.0 1.740 PL 11.66 PF 0.0 20 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 21 23.7 0.0 54.6 0.0 0.000 TL 11.66 PV Pipe: 18 0.0 1.740 PL 8.00 PF 0.0 21 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 22 23.7 0.0 54.6 0.0 0.000 TL 8.00 PV Pipe: 19 0.0 1.740 PL 1.70 PF 0.0 22 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 23 23.7 0.0 54.6 0.0 0.000 TL 13.38 PV Pipe: 20 0.0 2.215 PL 8.33 PF 0.0 11 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 15 23.7 0.0 54.6 0.0 0.000 TL 8.33 PV Pipe: 21 0.0 2.215 PL 7.50 PF 0.0 15 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 19 23.7 0.0 54.6 0.0 0.000 TL 7.50 PV Pipe: 22 0.0 2.215 PL 9.33 PF 0.0 19 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 23 23.7 0.0 54.6 0.0 0.000 TL 9.33 PV Pipe: 23 0.0 2.215 PL 22.16 PF 0.0 23 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 24 23.7 0.0 54.6 0.0 0.000 TL 22.16 PV Pipe: 24 0.0 2.215 PL 110.08 PF 0.0 24 23.7 0.0 54.6 0.0 0.0 120 FTG ET PE 0.0 25 23.7 0.0 54.6 0.0 0.000 TL 131.09 PV Pipe: 25 0.0 2.215 PL 54.50 PF 0.0 25 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 40A 23.7 0.0 54.6 0.0 0.000 TL 68.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/23/2019 Y:\3340 FOSTER'1S\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SOFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 0.0 1.049 PL 26.00 PF 0.0 26 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 31 23.7 0.0 54.6 0.0 0.000 TL 31.00 PV Pipe: 27 0.0 1.049 PL 26.00 PF 0.0 27 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 32 23.7 0.0 54.6 0.0 0.000 TL 31.00 PV Pipe: 28 0.0 1.049 PL 26.00 PF 0.0 28 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 35 23.7 0.0 54.6 0.0 0.000 TL 31.00 PV Pipe: 29 0.0 1.049 PL 26.00 PF 0.0 29 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 36 23.7 0.0 54.6 0.0 0.000 TL 31.00 PV Pipe: 30 0.0 1.049 PL 26.00 PF 0.0 30 23.2 0.0 54.8 0.0 0.0 120 FTG T PE -0.2 38 23.7 0.0 54.6 0.0 0.000 TL 31.00 PV Pipe: 31 0.0 1.740 PL 17.66 PF 0.0 31 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 32 23.7 0.0 54.6 0.0 0.000 TL 17.66 PV Pipe: 32 0.0 1.740 PL 8.33 PF 0.0 32 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 33 23.7 0.0 54.6 0.0 0.000 DL 8.33 PV Pipe: 33 0.0 1.740 PL 137.50 PF 0.0 33 23.7 0.0 54.6 0.0 0.0 120 FTG 8E PE 0.0 34 23.7 0.0 54.6 0.0 0.000 TL 184.21 PV Pipe: 34 0.0 1.740 PL 17.66 PF 0.0 35 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 36 23.7 0.0 54.6 0.0 0.000 TL 17.66 PV Pipe: 35 0.0 1.740 PL 8.33 PF 0.0 36 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 37 23.7 0.0 54.6 0.0 0.000 TL 20.01 PV Pipe: 36 0.0 1.740 PL 3.42 PF 0.0 37 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 38 23.7 0.0 54.6 0.0 0.000 TL 15.10 PV Pipe: 37 0.0 1.740 PL 134.12 PF 0.0 38 23.7 0.0 54.6 0.0 0.0 120 FTG 8ET PE 0.0 39 23.7 0.0 54.6 0.0 0.000 TL 192.50 PV Pipe: 38 0.0 2.215 PL 16.00 PF 0.0 33 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 37 23.7 0.0 54.6 0.0 0.000 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 PIPE T/G Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 0.0 2.215 PL 13.08 PF 0.0 37 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 40 23.7 0.0 54.6 0.0 0.000 TL 27.08 PV Pipe: 40 0.0 3.316 PL 7.50 PF 0.0 40 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 40A 23.7 0.0 54.6 0.0 0.000 TL 7.50 PV Pipe: 41 0.0 3.316 PL 119.00 PF 0.0 40A 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 41 23.7 0.0 54.6 0.0 0.000 TL 119.00 PV Pipe: 42 0.0 2.215 PL 16.00 PF 0.0 34 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 39 23.7 0.0 54.6 0.0 0.000 TL 16.00 PV Pipe: 43 0.0 2.215 PL 13.08 PF 0.0 39 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 41 23.7 0.0 54.6 0.0 0.000 TL 27.08 PV Pipe: 44 0.0 3.316 PL 6.54 PF 0.0 41 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 42 23.7 0.0 54.6 0.0 0.000 TD 6.54 PV Pipe: 45 0.0 3.316 PL 12.84 PF 0.0 42 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 43 23.7 0.0 54.6 0.0 0.000 TL 34.74 PV Pipe: 46 0.0 3.316 PL 5.00 PF 0.0 44 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 43 23.7 0.0 54.6 0.0 0.000 TL 5.00 PV Pipe: 47 0.0 3.316 PL 2.33 PF 0.0 44 23.7 0.0 54.6 0.0 0.0 120 FTG ---- PE 0.0 45 23.7 0.0 54.6 0.0 0.000 TL 2.33 PV Pipe: 48 0.0 3.316 PL 26.84 PF 0.0 45 23.7 0.0 54.6 0.0 0.0 120 FTG T PE 0.0 46 23.7 0.0 54.6 0.0 0.000 TL 48.74 PV Pipe: 49 0.0 3.316 PL 13.00 PF 0.0 46 23.7 0.0 54.6 0.0 0.0 120 FTG 2E PE 5.6 47 10.7 0.0 60.2 0.0 0.000 TL 33.44 PV Pipe: 50 0.0 3.316 PL 32.25 PF 0.0 47 10.7 0.0 60.2 0.0 0.0 120 FTG 2E PE 0.0 48 10.7 0.0 60.2 0.0 0.000 TL 52.69 PV Pipe: 51 -235.4 3.316 PL 4.00 PF 0.2 48 10.7 0.0 60.2 0.0 8.7 120 FTG ---- PE 0.0 49 10.7 0.0 60.4 0.0 0.046 TL 4.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SOFT K=5.6 C=120 PIPE TAG (MGM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 FIXED PRESSURE LOSS DEVICE 50 10.7 0.0 61.4 0.0 1.0 psi, 235.4 gpm 49 10.7 0.0 60.4 0.0 Pipe: 53 -235.4 3.316 PL 12.66 PF 1.0 50 10.7 0.0 61.4 0.0 8.7 120 FTG E PE 0.0 51 10.7 0.0 62.4 0.0 0.046 TL 22.88 PV Pipe: 54 -235.4 3.316 PL 8.66 PF 2.1 51 10.7 0.0 62.4 0.0 8.7 120 FTG TB PE 3.8 M1 2.0 0.0 68.3 0.0 0.046 TL 45.16 PV Pipe: 55 0.0 1.049 PL 17.00 PF 0.0 52 9.2 0.0 65.5 0.0 0.0 120 FTG T PE -0.2 58 9.7 0.0 65.3 0.0 0.000 TL 22.00 PV Pipe: 56 0.0 1.049 PL 17.00 PF 0.0 53 9.2 0.0 65.5 0.0 0.0 120 FTG T PE -0.2 59 9.7 0.0 65.3 0.0 0.000 TL 22.00 PV Pipe: 57 0.0 1.049 pi, 17.00 PF 0.0 54 9.2 0.0 65.5 0.0 0.0 120 FTG T PE -0.2 61 9.7 0.0 65.3 0.0 + 0.000 TL 22.00 PV Pipe: 58 0.0 1.049 PL 17.00 PF 0.0 55 9.2 0.0 65.5 0.0 0.0 120 FTG T PE -0.2 62 9.7 0.0 65.3 0.0 0.000 TL 22.00 PV Pipe: 59 0.0 1.049 PL 17.00 PF 0.0 56 9.2 0.0 65.5 0.0 0.0 120 FTG T PE -0.2 64 9.7 0.0 65.3 0.0 0.000 TL 22.00 PV Pipe: 60 0.0 1.049 PL 17.00 PF 0.0 57 9.2 0.0 65.5 0.0 0.0 120 FTG T PE -0.2 65 9.7 0.0 65.3 0.0 0.000 TL 22.00 PV Pipe: 61 0.0 1.740 PL 12.00 PF 0.0 58 9.7 0.0 65.3 0.0 0.0 120 FTG ---- PE 0.0 59 9.7 0.0 65.3 0.0 0.000 TL 12.00 PV Pipe: 62 0.0 1.740 PL 6.62 PF 0.0 59 9.7 0.0 65.3 0.0 0.0 120 FTG T PE 0.0 60 9.7 0.0 65.3 0.0 0.000 TL 18.30 PV Pipe: 63 0.0 1.740 PL 10.00 PF 0.0 61 9.7 0.0 65.3 0.0 0.0 120 FTG ---- PE 0.0 62 9.7 0.0 65.3 0.0 0.000 TL 10.00 PV Pipe: 64 0.0 1.740 PL 8.58 PF 0.0 62 9.7 0.0 65.3 0.0 0.0 120 FTG T PE 0.0 63 9.7 0.0 65.3 0.0 0.000 TL 20.26 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 0.0 1.740 PL 12.00 PF 0.0 64 9.7 0.0 65.3 0.0 0.0 120 FTG ---- PE 0.0 65 9.7 0.0 65.3 0.0 0.000 TL 12.00 PV Pipe: 66 0.0 1.740 PL 6.50 PF 0.0 65 9.7 0.0 65.3 0.0 0.0 120 FTG ---- PE 0.0 66 9.7 0.0 65.3 0.0 0.000 TL 6.50 PV Pipe: 67 0.0 2.215 PL 11.00 PF 0.0 60 9.7 0.0 65.3 0.0 0.0 120 FTG ---- PE 0.0 63 9.7 0.0 65.3 0.0 0.000 TL 11.00 PV Pipe: 68 0.0 2.215 PL 16.12 PF 0.0 63 9.7 0.0 65.3 0.0 0.0 120 FTG T PE 0.0 66 9.7 0.0 65.3 0.0 0.000 TL 30.12 PV Pipe: 69 0.0 2.707 PL 48.75 PF 0.0 66 9.7 0.0 65.3 0.0 0.0 120 FTG ---- PE 0.0 67 9.7 0.0 65.3 0.0 0.000 TL 48.75 PV Pipe: 70 0.0 3.316 PL 60.88 PF 0.0 67 9.7 0.0 65.3 0.0 0.0 120 FTG ---- PE -0.7 68 11.2 0.0 64.6 0.0 0.000 TL 60.88 PV Pipe: 71 0.0 3.316 PL 58.33 PF 0.0 68 11.2 0.0 64.6 0.0 0.0 120 FTG 2ET PE 0.0 69 11.2 0.0 64.6 0.0 0.000 TL 100.68 PV Pipe: 72 0.0 3.316 PL 134.96 PF 0.0 69 11.2 0.0 64.6 0.0 0.0 120 FTG 4E PE 0.0 70 11.2 0.0 64.6 0.0 0.000 TL 175.85 PV Pipe: 73 0.0 3.316 PL 9.25 PF 0.0 70 11.2 0.0 64.6 0.0 0.0 120 FTG TB PE 4.0 M2 2.0 0.0 68.6 0.0 0.000 TL 45.75 PV Pipe: 74 25.5 2.215 PL 4.54 PF 0.1 71 27.0 0.0 13.0 0.0 2.1 120 FTG ET PE -0.7 72 28.7 0.0 12.2 0.0 0.005 TL 25.55 PV Pipe: 75 25.5 2.215 PL 9.96 PF 0.1 72 28.7 0.0 12.2 0.0 2.1 120 FTG ---- PE 0.0 73 28.7 5.6 12.1 19.5 0.005 TL 9.96 PV Pipe: 76 6.0 2.215 PL 10.96 PF 0.0 73 28.7 5.6 12.1 19.5 0.5 120 FTG ---- PE 0.0 74 28.7 5.6 12.1 19.5 0.000 TL 10.96 PV Pipe: 77 -13.4 2.215 PL 9.96 PF 0.0 74 28.7 5.6 12.1 19.5 1.1 120 FTG ---- PE 0.0 75 28.7 5.6 12.1 19.5 0.002 TL 9.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONSt300'.15/1500 SOFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 -32.9 2.215 PL 10.96 PF 0.1 75 28.7 5.6 12.1 19.5 2.7 120 FTG ---- PE 0.0 76 28.7 5.6 12.2 19.6 0.009 TL 10.96 PV Pipe: 79 -52.5 2.215 PL 9.96 PF 0.2 76 28.7 5.6 12.2 19.6 4.4 120 FTG ---- PE 0.0 77 28.7 5.6 12.4 19.7 0.020 TL 9.96 PV Pipe: 80 -72.3 2.215 PL 9.96 PF 0.4 77 28.7 5.6 12.4 19.7 6.0 120 FTG ---- PE 0.0 78 28.7 0.0 12.8 0.0 0.037 TL 9.96 PV Pipe: 81 -72.3 2.215 PL 16.50 PF 1.4 78 28.7 0.0 12.8 0.0 6.0 120 FTG ET PE 0.9 79 26.5 0.0 15.1 0.0 0.037 TL 37.51 PV Pipe: 82 25.0 2.215 PL 17.79 PF 0.2 80 27.0 0.0 13.1 0.0 2.1 120 FTG ET PE -0.8 81 28.9 0.0 12.1 0.0 0.005 TL 38.80 PV Pipe: 83 25.0 2.215 PL 10.96 PF 0.1 81 28.9 0.0 12.1 0.0 2.1 120 FTG ---- PE 0.0 82 28.9 5.6 12.0 19.4 0.005 TL 10.96 PV Pipe: 84 5.6 2.215 PL 9.96 PF 0.0 82 28.9 5.6 12.0 19.4 0.5 120 E'TG ---- PE 0.0 83 28.9 5.6 12.0 19.4 0.000 TL 9.96 PV Pipe: 85 -13.8 2.215 PL 10.96 PF 0.0 83 28.9 5.6 12.0 19.4 1.1 120 FTG ---- PE 0.0 84 28.9 5.6 12.0 19.4 0.002 TL 10.96 PV Pipe: 86 -33.2 2.215 PL 9.96 PF 0.1 84 28.9 5.6 12.0 19.4 2.8 120 FTG ---- PE 0.0 85 28.9 5.6 12.1 19.5 0.009 TL 9.96 PV Pipe: 87 -52.7 2.215 PL. 10.96 PF 0.2 85 28.9 5.6 12.1 19.5 4.4 120 FTG ---- PE 0.0 86 28.9 5.6 12.4 19.7 0.021 TL 10.96 PV Pipe: 88 -72.4 2.215 PL 9.96 PF 0.4 86 28.9 5.6 12.4 19.7 6.0 120 FTG ---- PE 0.0 87 28.9 0.0 12.7 0.0 0.037 TL 9.96 PV Pipe: 89 -72.4 2.215 PL 16.75 PF 1.4 87 28.9 0.0 12.7 0.0 6.0 120 FTG ET PE 1.0 88 26.5 0.0 15.2 0.0 0.037 TL 37.76 PV Pipe: 90 -11.4 2.215 PL 46.46 PF 0.1 89 26.5 0.0 13.9 0.0 0.9 120 FTG 2T PE -1.2 90 29.2 0.0 12.8 0.0 0.001 TL 74.47 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 -11.4 2.215 PL 9.62 PF 0.0 90 29.2 0.0 12.8 0.0 0.9 120 FTG ---- PE 0.0 91 29.2 5.6 12.8 20.0 0.001 TL 9.62 PV Pipe: 92 -31.4 2.215 PL 9.62 PF 0.1 91 29.2 5.6 12.8 20.0 2.6 120 FTG ---- PE 0.0 92 29.2 5.6 12.9 20.1 0.008 TL 9.62 PV Pipe: 93 -51.5 2.215 PL 10.62 PF 0.2 92 29.2 5.6 12.9 20.1 4.3 120 FTG ---- PE 0.0 93 29.2 0.0 13.1 0.0 0.020 TL 10.62 PV Pipe: 94 -51.5 2.215 PL 23.38 PF 1.1 93 29.2 0.0 13.1 0.0 4.3 120 FTG 3ET PE 1.2 94 26.5 0.0 15.4 0.0 0.020 TL 58.39 PV Pipe: 95 -39.2 2.215 PL 99.70 PF 1.8 95 26.5 0.0 14.0 0.0 3.3 120 FTG 4T PE 0.0 96 26.5 0.0 15.9 0.0 0.012 TL 155.72 PV Pipe: 96 -25.5 2.215 PL 18.38 PF 0.1 71 27.0 0.0 13.0 0.0 2.1 120 FTG ---- PE 0.0 80 27.0 0.0 13.1 0.0 0.005 TL 18.38 PV Pipe: 97 -50.6 2.215 PL 13.88 PF 0.5 80 27.0 0.0 13.1 0.0 4.2 120 FTG 2E PE 0.2 89 26.5 0.0 13.9 0.0 0.019 TL 27.88 PV Pipe: 98 -39.2 2.215 PL 14.00 PF 0.2 89 26.5 0.0 13.9 0.0 3.3 120 FTG ---- PE 0.0 95 26.5 0.0 14.0 0.0 0.012 TL 14.00 PV Pipe: 99 -72.3 3.316 PL 13.00 PF 0.1 79 26.5 0.0 15.1 0.0 2.7 120 FTG ---- PE 0.0 88 26.5 0.0 15.2 0.0 0.005 TL 13.00 PV Pipe: 100 -144.7 3.316 PL 12.50 PF 0.2 88 26.5 0.0 15.2 0.0 5.4 120 FTG ---- PE 0.0 94 26.5 0.0 15.4 0.0 0.019 TL 12.50 PV Pipe: 101 -196.2 3.316 PL 14.50 PF 0.5 94 26.5 0.0 15.4 0.0 7.3 120 FTG ---- PE 0.0 96 26.5 0.0 15.9 0.0 0.033 TL 14.50 PV Pipe: 102 -235.4 3.316 PL 0.84 PF 0.5 96 26.5 0.0 15.9 0.0 8.7 120 FTG E PE 0.0 97 26.5 0.0 16.4 0.0 0.046 TL 11.06 PV Pipe: 103 -235.4 3.316 PL 6.67 PF 1.2 97 26.5 0.0 16.4 0.0 8.7 120 FTG 2E PE 1.2 98 23.7 0.0 18.9 0.0 0.046 TL 27.11 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) 'LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 104 -235.4 3.316 PL 7.88 PF 1.4 98 23.7 0.0 18.9 0.0 8.7 120 FTG T PE 0.0 99 23.7 0.0 20.2 0.0 0.046 TL 29.78 PV Pipe: 105 -235.4 4.316 PL 31.50 PF 0.8 99 23.7 0.0 20.2 0.0 5.2 120 FTG 2E PE 0.0 100 23.7 0.0 21.0 0.0 0.013 TL 59.56 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE 101 23.7 0.0 22.0 0.0 1.0 psi, 235.4 gpm 100 23.7 0.0 21.0 0.0 Pipe: 106A -235.4 4.316 PL 105.00 PF 1.7 101 23.7 0.0 22.0 0.0 5.2 120 FTG T PE 0.0 101A 23.7 0.0 23.7 0.0 0.013 TL 133.06 PV Pipe: 106A1 -235.4 2.707 pr., 40.00 PF 9.5 101A 23.7 0.0 23.7 0.0 13.1 120 FTG 4E PE 0.0 102 23.7 0.0 33.2 0.0 0.123 TL 77.57 PV Pipe: 106B -235.4 2.707 FL 8.00 PF 3.3 102 23.7 0.0 33.2 0.0 13.1 120 FTG 2E PE 0.0 103 23.7 0.0 36.5 0.0 0.123 TL 26.79 PV Pipe: 106C -235.4 2.707 PL 13.00 PF 3.9 103 23.7 0.0 36.5 0.0 13.1 120 FTG 2E PE 5.6 104 10.7 0.0 46.1 0.0 0.123 TL 31.79 PV Pipe: 106D -235.4 2.707 PL 65.00 PF 11.5 104 10.7 0.0 46.1 0.0 13.1 120 FTG 3E PE 0.0 105 10.7 0.0 57.5 0.0 0.123 TL 93.18 PV Pipe: 106E -235.4 3.316 PL 28.00 PF 2.7 105 10.7 0.0 57.5 0.0 8.7 120 FTG 3E PE 0.0 48 10.7 0.0 60.2 0.0 0.046 TL 58.66 PV Pipe: 107 -235.4 4.316 PL 1.50 PF 0.4 M1 2.0 0.0 68.3 0.0 5.2 120 FTG T PE 0.0 M2 2.0 0.0 68.6 0.0 0.013 TL 29.56 PV Pipe: 108 -235.4 4.316 PL 1.50 PF 0.0 M2 2.0 0.0 68.6 0.0 5.2 120 FTG ---- PE 0.6 F 0.5 0.0 69.3 0.0 0.013 TL 1.50 PV Pipe: 109 -235.4 6.280 PL 3.50 PF 0.0 F 0.5 0.0 69.3 0.0 2.4 140 FTG E PE 1.5 U1 -3.0 0.0 70.9 0.0 0.002 TL 25.50 PV Pipe: 110 -235.4 6.280 PL 32.00 PF 0.1 U1 -3.0 0.0 70.9 0.0 2.4 140 FTG E PE 0.0 B1 -3.0 0.0 70.9 0.0 0.002 TL 54.00 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 111 FIXED PRESSURE LOSS DEVICE B2 -3.0 0.0 73.9 0.0 3.0 psi, 235.4 gpm B1 -3.0 0.0 70.9 0.0 Pipe: 112 -235.4 6.280 PL 50.00 PF 0.2 B2 -3.0 0.0 73.9 0.0 2.4 140 FTG T2G PE -1.3 SOURCE 0.0 SRCE 72.8 (N/A) 0.002 TL 107.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 49040138 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.1 ft/sec at pipe 106B. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 81.16 psi with a flow of 503.65 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.740 5.84 11.68 2.92 13.14 8.76 1.46 14.60 14.60 11.68 2.215 7.00 14.00 4.20 15.40 8.40 1.40 14.00 14.00 14.00 2.707 9.39 18.79 6.26 21.92 10.96 1.57 15.65 15.65 18.79 3.316 10.22 21.90 7.30 23.36 14.60 1.46 18.98 18.98 21.90 4.316 14.03 28.06 8.42 30.87 16.84 2.81 28.06 28.06 28.06 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVlw NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SQFT K=5.6 C=120 WATER SUPPLY ANALYSIS 1755.0 gpm 0 4-1 [fl a O CO N 0] 4) •d a, a O 0 •r -- c0 0 O • O 0 a 0 485.4 gpm IN MI m m W m u m c 0. a CI o 0 E � b co ALn EN Cu W N A N E b -.a W W CO A .•I w a) A M 0 m v) 1 ) > W fa ..l 0. 0 0. 0 to 0 �v40 •o M4 > .I ON .-1 • 0C co P4 N 0, 0) U 0 7 ill NI W U H 0 N 3 04 .i N • • • • • • • • •• •• • • • • • • O O O O O O O (.74DC7I41 aaI (,)U) w --a0) d -- O O N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC-CALCULATIONS\C3340D.SDF JOB TITLE: FOSTER HS - COMMONS#300 .15/1500 SOFT K=5.6 C=120 WATER APPLY' CURVE,,= 96+ 1 I: 1 88*` I�\\ 1 \\ 0\ 80+', \\ I \\ \\ 72+ x \\ \\ 1 \\ P 64+ \\ R I. \ E I \\ S I j \\ S 56+ ' \" U I \\ R I \\ E I \ 48+ \\ ( 1 \\ P 1 \\ S 1 I 40+ \\ ) 1 \\ \\ 32+ , \\ I \ 28.2 psi @ 1755 gpm-> * Flow Test Point 24+ Isaac=_=_====== =a==a_=a=_= 16+ LEGEND " I I X = Required Water Supply " I 72.81 psi @ 485.4 gpm " 8+ " 1 0 = Available Water Supply " I. 81.55 psi @ 485.4 gpm " 1 " 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) FIRESHIELD INC. PO BOX 2389 GIG HARBOR, WASHINGTON 98335 HYDRAULIC CALCULATIONS FOR FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 FILE NUMBER: C3340E DATE: JAN 23, 2019 CLASSROOM #139 DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP.1 DENSITY: .15 AREA OF APPLICATION: 900 QR SQ.FT. COVERAGE PER SPRINKLER: 16x16 NUMBER OF SPRINKLERS CALCULATED: 6 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 246.7 GPM TOTAL WATER REQUIRED (including hose): 496.7 GPM FLOW AND PRESSURE (@ STREET) 496.7 GPM @ 63.1 PSI SPRINKLER ORIFICE SIZE: K=11.2 NAME OF CONTRACTOR: FIRESHIELD DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138) HRS SYSTEMS, INC. ATLANTA, GA 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 87.0 28.2 1755.0 81.3 496.7 63.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 496.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 246.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.2 - - - - 49.7 2 23.2 - - - - 49.7 3 23.2 - - - 49.7 4 23.2 - - - - 49.7 5 23.2 - - - - 49.7 6 23.2 - - - - 49.7 7 23.2 - - - - 49.7 8 23.2 - - - - 49.7 9 23.2 - - - - 49.7 10 23.2 - - - - 49.7 11 23.7 - - - - 49.5 12 23.7 - - - - 49.5 13 23.7 - - - - 49.5 14 23.7 - - - - 49.5 15 23.7 - - - - 49.5 16 23.7 - - - - 49.5 17 23.7 - - - - 49.5 18 23.7 - - - - 49.5 19 23.7 - - - - 49.5 20 23.7 - - - - 49.5 21 23.7 - - - - 49.5 22 23.7 - - - - 49.5 23 23.7 - - - - 49.5 24 23.7 - - - - 49.5 25 23.7 - - - - 49.5 26 23.2 - - - - 49.7 27 23.2 - - - - 49.7 28 23.2 - - - - 49.7 29 23.2 - - - - 49.7 30 23.2 - - - - 49.7 31 23.7 - - - - 49.5 32 23.7 - - - - 49.5 33 23.7 - - - - 49.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS$139-.15/900 QR SQFT K11.2 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 23.7 49.5 35 23.7 49.5 36 23.7 49.5 37 23.7 49.5 38 23.7 49.5 39 23.7 49.5 40 23.7 49.5 40A 23.7 49.5 41 23.7 49.5 42 23.7 49.5 43 23.7 49.5 44 23.7 49.5 45 23.7 49.5 46 23.7 49.5 47 10.7 55.1 48 10.7 55.1 49 10.7 55.1 50 10.7 55.1 51 10.7 - - - - 55.1 - - - 52 9.2 K=11.20 12.1 39.0 53 9.2 K=11.20 12.4 39.4 54 9.2 K=11.20 12.3 39.2 55 9.2 K=11.20 12.5 39.6 56 9.2 K=11.20 15.8 44.5 57 9.2 K=11.20 16.1 45.0 58 9.7 - - - - 21.8 - - - 59 9.7 22.2 60 9.7 24.7 61 9.7 22.0 62 9.7 22.4 63 9.7 25.2 64 9.7 28.2 65 9.7 28.7 66 9.7 29.9 67 9.7 36.4 68 11.2 38.8 69 11.2 43.8 70 11.2 52.6 71 27.0 48.1 72 28.7 47.3 73 28.7 47.3 74 28.7 47.3 75 28.7 47.3 76 28.7 47.3 77 28.7 47.3 78 28.7 47.3 79 26.5 48.3 80 27.0 48.1 81 28.9 47.2 82 28.9 47.2 83 28.9 47.2 84 28.9 47.2 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C33'40E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 85 28.9 - - - - 47.2 86 28.9 - - - - 47.2 87 28.9 - - - - 47.2 88 26.5 - - - - 48.3 89 26.5 - - - - 48.3 90 29.2 - - - - 47.1 91 29.2 - - - - 47.1 92 29.2 - - - - 47.1 93 29.2 - - - - 47.1 94 26.5 - - - - 48.3 95 26.5 - - - - 48.3 96 26.5 - - - - 48.3 97 26.5 - - - 48.3 98 23.7 - - - - 49.5 99 23.7 - - - 49.5 100 23.7 - - - - 49.5 M1 2.0 58.9 M2 2.0 58.9 F 0.5 59.6 U1 -3.0 61.1 B1 -3.0 61.2 B2 -3.0 - - - - 64.2 - - - SOURCE 0.0 SOURCE 63.1 246.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.049 PL 21.00 PF 0.0 1 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 11 23.7 0.0 49.5 0.0 0.000 7L 26.00 PV Pipe: 2 0.0 1.049 PL 21.00 PF 0.0 2 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 12 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 3 0.0 1.049 PL 21.00 PF 0.0 3 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 13 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 4 0.0 1.049 PL 21.00 PF 0.0 4 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 14 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 5 0.0 1.049 PL 21.00 PF 0.0 5 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 16 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 6 0.0 1.049 PL 21.00 PF 0.0 6 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 17 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 7 0.0 1.049 PL 21.00 PF 0.0 7 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 18 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 8 0.0 1.049 PL 21.00 PF 0.0 8 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 20 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 9 0.0 1.049 PL 21.00 PF 0.0 9 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 21 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 10 0.0 1.049 PL 21.00 PF 0.0 10 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 22 23.7 0.0 49.5 0.0 0.000 TL 26.00 PV Pipe: 11 0.0 1.740 PL 11.66 PF 0.0 12 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 13 23.7 0.0 49.5 0.0 0.000 TL 11.66 PV Pipe: 12 0.0 1.740 PL 8.00 PF 0.0 13 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 14 23.7 0.0 49.5 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SOFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.740 PL 1.70 PF 0.0 14 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 15 23.7 0.0 49.5 0.0 0.000 TL 13.38 PV Pipe: 14 0.0 1.740 PL 11.66 PF 0.0 16 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 17 23.7 0.0 49.5 0.0 0.000 TL 11.66 PV Pipe: 15 0.0 1.740 PL 8.00 PF 0.0 17 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 18 23.7 0.0 49.5 0.0 0.000 TL 8.00 PV Pipe: 16 0.0 1.740 PL 1.70 PF 0.0 18 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 19 23.7 0.0 49.5 0.0 0.000 TL 13.38 PV Pipe: 17 0.0 1.740 PL 11.66 PF 0.0 20 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 21 23.7 0.0 49.5 0.0 0.000 TL 11.66 PV Pipe: 18 0.0 1.740 PL 8.00 PF 0.0 21 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 22 23.7 0.0 49.5 0.0 0.000 TL 8.00 PV Pipe: 19 0.0 1.740 PL 1.70 PF 0.0 22 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 23 23.7 0.0 49.5 0.0 0.000 TL 13.38 PV Pipe: 20 0.0 2.215 PL 8.33 PF 0.0 11 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 15 23.7 0.0 49.5 0.0 0.000 TL 8.33 PV Pipe: 21 0.0 2.215 PL 7.50 PF 0.0 15 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 19 23.7 0.0 49.5 0.0 0.000 TL 7.50 PV Pipe: 22 0.0 2.215 PL 9.33 PF 0.0 19 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 23 23.7 0.0 49.5 0.0 0.000 TL 9.33 PV Pipe: 23 0.0 2.215 PL 22.16 PF 0.0 23 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 24 23.7 0.0 49.5 0.0 0.000 TL 22.16 PV Pipe: 24 0.0 2.215 PL 110.08 PF 0.0 24 23.7 0.0 49.5 0.0 0.0 120 FTG ET PE 0.0 25 23.7 0.0 49.5 0.0 0.000 TL 131.09 PV Pipe: 25 0.0 2.215 PL 54.50 PF 0.0 25 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 40A 23.7 0.0 49.5 0.0 0.000 TL 68.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC-:CALCULATIONS\C3340E.SDF° JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 0.0 1.049 PL 26.00 PF 0.0 26 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 31 23.7 0.0 49.5 0.0 0.000 TL 31.00 PV Pipe: 27 0.0 1.049 PL 26.00 PF 0.0 27 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 32 23.7 0.0 49.5 0.0 0.000 7L 31.00 PV Pipe: 28 0.0 1.049 PL 26.00 PF 0.0 28 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 35 23.7 0.0 49.5 0.0 0.000 TL 31.00 PV Pipe: 29 0.0 1.049 PL 26.00 PF 0.0 29 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 36 23.7 0.0 49.5 0.0 0.000 TL 31.00 PV Pipe: 30 0.0 1.049 PL 26.00 PF 0.0 30 23.2 0.0 49.7 0.0 0.0 120 FTG T PE -0.2 38 23.7 0.0 49.5 0.0 0.000 TL 31.00 PV Pipe: 31 0.0 1.740 PL 17.66 PF 0.0 31 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 32 23.7 0.0 49.5 0.0 0.000 TL 17.66 PV Pipe: 32 0.0 1.740 FL 8.33 PF 0.0 32 23.7 0.0 49.5 0.0 0.0 120 £TG ---- PE 0.0 33 23.7 0.0 49.5 0.0 0.000 TL 8.33 PV Pipe: 33 0.0 1.740 PL 137.50 PF 0.0 33 23.7 0.0 49.5 0.0 0.0 120 FTG 8E PE 0.0 34 23.7 0.0 49.5 0.0 0.000 TL 184.21 PV Pipe: 34 0.0 1.740 PL 17.66 PF 0.0 35 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 36 23.7 0.0 49.5 0.0 0.000 TL 17.66 PV Pipe: 35 0.0 1.740 PL 8.33 PF 0.0 36 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 37 23.7 0.0 49.5 0.0 0.000 TL 20.01 PV Pipe: 36 0.0 1.740 PL 3.42 PF 0.0 37 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 38 23.7 0.0 49.5 0.0 0.000 TL 15.10 PV Pipe: 37 0.0 1.740 PL 134.12 PF 0.0 38 23.7 0.0 49.5 0.0 0.0 120 FTG 8ET PE 0.0 39 23.7 0.0 49.5 0.0 0.000 TL 192.50 PV Pipe: 38 0.0 2.215 PL 16.00 PF 0.0 33 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 37 23.7 0.0 49.5 0.0 0.000 TL 30.00 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) ;(FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 0.0 2.215 PL 13.08 PF 0.0 37 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 40 23.7 0.0 49.5 0.0 0.000 TL 27.08 PV Pipe: 40 0.0 3.316 PL 7.50 PF 0.0 40 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 40A 23.7 0.0 49.5 0.0 0.000 TL 7.50 PV Pipe: 41 0.0 3.316 PL 119.00 PF 0.0 40A 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 41 23.7 0.0 49.5 0.0 0.000 TL 119.00 PV Pipe: 42 0.0 2.215 PL 16.00 PF 0.0 34 23.7 0.0 49.5 0.0 0.0 120 FTG --- PE 0.0 39 23.7 0.0 49.5 0.0 0.000 TL 16.00 PV Pipe: 43 0.0 2.215 PL 13.08 PF 0.0 39 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 41 23.7 0.0 49.5 0.0 0.000 TL 27.08 PV Pipe: 44 0.0 3.316 PL 6.54 PF 0.0 41 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 42 23.7 0.0 49.5 0.0 0.000 TL 6.54 PV Pipe: 45 0.0 3.316 PL 12.84 PF 0.0 42 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 43 23.7 0.0 49.5 0.0 0.000 TL 34.74 PV Pipe: 46 0.0 3.316 PL 5.00 PF 0.0 44 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 43 23.7 0.0 49.5 0.0 0.000 TL 5.00 PV Pipe: 47 0.0 3.316 PL 2.33 PF 0.0 44 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 45 23.7 0.0 49.5 0.0 0.000 TL 2.33 PV Pipe: 48 0.0 3.316 PL 26.84 PF 0.0 45 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 46 23.7 0.0 49.5 0.0 0.000 TL 48.74 PV Pipe: 49 0.0 3.316 PL 13.00 PF 0.0 46 23.7 0.0 49.5 0.0 0.0 120 FTG 2E PE 5.6 47 10.7 0.0 55.1 0.0 0.000 TL 33.44 PV Pipe: 50 0.0 3.316 PL 32.25 PF 0.0 47 10.7 0.0 55.1 0.0 0.0 120 FTG 2E PE 0.0 48 10.7 0.0 55.1 0.0 0.000 TL 52.69 PV Pipe: 51 0.0 3.316 PL 4.00 PF 0.0 48 10.7 0.0 55.1 0.0 0.0 120 FTG ---- PE 0.0 49 10.7 0.0 55.1 0.0 0.000 TL 4.00 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASSI139 .15/900 QR SOFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 0.0 3.316 PL 5.00 PF 0.0 50 10.7 0.0 55.1 0.0 0.0 120 FTG ---- PE 0.0 49 10.7 0.0 55.1 0.0 0.000 TL 5.00 PV Pipe: 53 0.0 3.316 PL 12.66 PF 0.0 50 10.7 0.0 55.1 0.0 0.0 120 FTG E PE 0.0 51 10.7 0.0 55.1 0.0 0.000 TL 22.88 PV Pipe: 54 0.0 3.316 PL 8.66 PF 0.0 51 10.7 0.0 55.1 0.0 0.0 120 FTG TB PE 3.8 M1 2.0 0.0 58.9 0.0 0.000 TL 45.16 PV Pipe: 55 -39.0 1.049 PL 17.00 PF 9.8 52 9.2 11.2 12.1 39.0 14.5 120 FTG T PE -0.2 58 9.7 0.0 21.8 0.0 0.448 TL 22.00 PV. Pipe: 56 -39.4 1.049 PL 17.00 PF 10.0 53 9.2 11.2 12.4 39.4 14.6 120 FTG T PE -0.2 59 9.7 0.0 22.2 0.0 0.456 TL 22.00 PV Pipe: 57 -39.2 1.049 PL 17.00 PF 10.0 54 9.2 11.2 12.3 39.2 14.6 120 FTG T PE -0.2 61 9.7 0.0 22.0 0.0 0.452 TL 22.00 PV Pipe: 58 -39.6 1.049 PL 17.00 PF 10.1 55 9.2 11.2 12.5 39.6 14.7 120 FTG T PE -0.2 62 9.7 0.0 22.4 0.0 0.460 TL 22.00 PV Pipe: 59 -44.5 1.049 PL 17.00 PF 12.6 56 9.2 11.2 15.8 44.5 16.5 120 FTG T PE -0.2 64 9.7 0.0 28.2 0.0 0.572 TL 22.00 PV Pipe: 60 -45.0 1.049 PL 17.00 PF 12.8 57 9.2 11.2 16.1 45.0 16.7 120 FTG T PE -0.2 65 9.7 0.0 28.7 0.0 0.583 TL 22.00 PV Pipe: 61 -39.0 1.740 PL 12.00 PF 0.5 58 9.7 0.0 21.8 0.0 5.3 120 FTG ---- PE 0.0 59 9.7 0.0 22.2 0.0 0.038 TL 12.00 PV Pipe: 62 -78.4 1.740 PL 6.62 PF 2.5 59 9.7 0.0 22.2 0.0 10.6 120 FTG T PE 0.0 60 9.7 0.0 24.7 0.0 0.139 TL 18.30 PV Pipe: 63 -39.2 1.740 PL 10.00 PF 0.4 61 9.7 0.0 22.0 0.0 5.3 120 FTG ---- PE 0.0 62 9.7 0.0 22.4 0.0 0.038 TL 10.00 PV Pipe: 64 -78.8 1.740 PL 8.58 PF 2.8 62 9.7 0.0 22.4 0.0 10.6 120 FTG T PE 0.0 63 9.7 0.0 25.2 0.0 0.140 TL 20.26 PV s SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/23/2019 Y:\3340 FOSTER RS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -44.5 1.740 PL 12.00 PF 0.6 64 9.7 0.0 28.2 0.0 6.0 120 FTG ---- PE 0.0 65 9.7 0.0 28.7 0.0 0.049 TL 12.00 PV Pipe: 66 -89.5 1.740 PL 6.50 PF 1.2 65 9.7 0.0 28.7 0.0 12.1 120 FTG ---- PE 0.0 66 9.7 0.0 29.9 0.0 0.177 TL 6.50 PV Pipe: 67 -78.4 2.215 PL 11.00 PF 0.5 60 9.7 0.0 24.7 0.0 6.5 120 FTG ---- PE 0.0 63 9.7 0.0 25.2 0.0 0.043 TL 11.00 PV Pipe: 68 -157.2 2.215 PL 16.12 PF 4.7 63 9.7 0.0 25.2 0.0 13.1 120 FTG T PE 0.0 66 9.7 0.0 29.9 0.0 0.155 TL 30.12 PV Pipe: 69 -246.7 2.707 PL 48.75 PF 6.5 66 9.7 0.0 29.9 0.0 13.8 120 FTG ---- PE 0.0 67 9.7 0.0 36.4 0.0 0.134 TL 48.75 PV Pipe: 70 -246.7 3.316 PL 60.88 PF 3.0 67 9.7 0.0 36.4 0.0 9.2 120 FTG ---- PE -0.7 68 11.2 0.0 38.8 0.0 0.050 TL 60.88 PV Pipe: 71 -246.7 3.316 PL 58.33 PF 5.0 68 11.2 0.0 38.8 0.0 9.2 120 FTG 2ET PE 0.0 69 11.2 0.0 43.8 0.0 0.050 TL 100.68 PV Pipe: 72 -246.7 3.316 PL 134.96 PF 8.8 69 11.2 0.0 43.8 0.0 9.2 120 FTG 4E PE 0.0 70 11.2 0.0 52.6 0.0 0.050 TL 175.85 PV Pipe: 73 -246.7 3.316 PL 9.25 PF 2.3 70 11.2 0.0 52.6 0.0 9.2 120 FTG TB PE 4.0 M2 2.0 0.0 58.9 0.0 0.050 TL 45.75 PV Pipe: 74 0.0 1.740 PL 4.54 PF 0.0 71 27.0 0.0 48.1 0.0 0.0 120 FTG ET PE -0.7 72 28.7 0.0 47.3 0.0 0.000 TL 22.06 PV Pipe: 75 0.0 1.740 PL 9.96 PF 0.0 72 28.7 0.0 47.3 0.0 0.0 120 FTG ---- PE 0.0 73 28.7 0.0 47.3 0.0 0.000 TL 9.96 PV Pipe: 76 0.0 1.740 PL 10.96 PF 0.0 73 28.7 0.0 47.3 0.0 0.0 120 FTG ---- PE 0.0 74 28.7 0.0 47.3 0.0 0.000 TL 10.96 PV Pipe: 77 0.0 1.740 PL 9.96 PF 0.0 74 28.7 0.0 47.3 0.0 0.0 120 FTG ---- PE 0.0 75 28.7 0.0 47.3 0.0 0.000 TL 9.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 0.0 1.740 PL 10.96 PF 0.0 75 28.7 0.0 47.3 0.0 0.0 120 FTG ---- PE 0.0 76 28.7 0.0 47.3 0.0 0.000 TL 10.96 PV Pipe: 79 0.0 1.740 PL 9.96 PF 0.0 76 28.7 0.0 47.3 0.0 0.0 120 FTG --- PE 0.0 77 28.7 0.0 47.3 0.0 0.000 TL 9.96 PV Pipe: 80 0.0 1.740 FL 9.96 PF 0.0 77 28.7 0.0 47.3 0.0 0.0 120 FTG ---- PE 0.0 78 28.7 0.0 47.3 0.0 0.000 TL 9.96 PV Pipe: 81 0.0 1.740 PL 16.50 PF 0.0 78 28.7 0.0 47.3 0.0 0.0 120 FTG ET PE 0.9 79 26.5 0.0 48.3 0.0 0.000 TL 34.02 PV Pipe: 82 0.0 1.740 PL 17.79 PF 0.0 80 27.0 0.0 48.1 0.0 0.0 120 FTG ET PE -0.8 81 28.9 0.0 47.2 0.0 0.000 TL 35.31 PV Pipe: 83 0.0 1.740 PL 10.96 PF 0.0 81 28.9 0.0 47.2 0.0 0.0 120 FTG ---- PE 0.0 82 28.9 0.0 47.2 0.0 0.000 TL 10.96 PV Pipe: 84 0.0 1.740 PL 9.96 PF 0.0 82 28.9 0.0 47.2 0.0 0.0 120 FTG ---- PE 0.0 83 28.9 0.0 47.2 0.0 0.000 TL 9.96 PV Pipe: 85 0.0 1.740 PL 10.96 PF 0.0 83 28.9 0.0 47.2 0.0 0.0 120 FTG ---- PE 0.0 84 28.9 0.0 47.2 0.0 0.000 TL 10.96 PV Pipe: 86 0.0 1.740 PL 9.96 PF 0.0 84 28.9 0.0 47.2 0.0. 0.0 120 FTG ---- PE 0.0 85 28.9 0.0 47.2 0.0 0.000 TL 9.96 PV Pipe: 87 0.0 1.740 PL 10.96 PF 0.0 85 28.9 0.0 47.2 0.0 0.0 120 FTG ---- PE 0.0 86 28.9 0.0 47.2 0.0 0.000 TL 10.96 PV Pipe: 88 0.0 1.740 PL 9.96 PF 0.0 86 28.9 0.0 47.2 0.0 0.0 120 FTG ---- PE 0.0 87 28.9 0.0 47.2 0.0 0.000 TL 9.96 PV Pipe: 89 0.0 1.740 PL 16.75 PF 0.0 87 28.9 0.0 47.2 0.0 0.0 120 FTG ET PE 1.0 88 26.5 0.0 48.3 0.0 0.000 TL 34.27 PV Pipe: 90 0.0 1.740 PL 46.46 PF 0.0 89 26.5 0.0 48.3 0.0 0.0 120 FTG 2T PE -1.2 90 29.2 0.0 47.1 0.0 0.000 TL 69.81 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) •(FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 0.0 1.740 PL 9.62 PF 0.0 90 29.2 0.0 47.1 0.0 0.0 120 FTG ---- PE 0.0 91 29.2 0.0 47.1 0.0 0.000 TL 9.62 PV Pipe: 92 0.0 1.740 PL 9.62 PF 0.0 91 29.2 0.0 47.1 0.0 0.0 120 FTG ---- PE 0.0 92 29.2 0.0 47.1 0.0 0.000 TL 9.62 PV Pipe: 93 0.0 1.740 PL 10.62 PF 0.0 92 29.2 0.0 47.1 0.0 0.0 120 FTG ---- PE 0.0 93 29.2 0.0 47.1 0.0 0.000 TL 10.62 PV Pipe: 94 0.0 1.740 PL 23.38 PF 0.0 93 29.2 0.0 47.1 0.0 0.0 120 FTG 3ET PE 1.2 94 26.5 0.0 48.3 0.0 0.000 TL 52.57 PV Pipe: 95 0.0 1.740 PL 99.70 PF 0.0 95 26.5 0.0 48.3 0.0 0.0 120 FTG 4T PE 0.0 96 26.5 0.0 48.3 0.0 0.000 TL 146.41 PV Pipe: 96 0.0 2.215 PL 18.38 PF 0.0 71 27.0 0.0 48.1 0.0 0.0 120 FTG ---- PE 0.0 80 27.0 0.0 48.1 0.0 0.000 TL 18.38 PV Pipe: 97 0.0 2.215 PL 13.88 PF 0.0 80 27.0 0.0 48.1 0.0 0.0 120 FTG 2E PE 0.2 89 26.5 0.0 48.3 0.0 0.000 TL 27.88 PV Pipe: 98 0.0 2.215 PL 14.00 PF 0.0 89 26.5 0.0 48.3 0.0 0.0 120 FTG ---- PE 0.0 95 26.5 0.0 48.3 0.0 0.000 TL 14.00 PV Pipe: 99 0.0 2.215 PL 13.00 PF 0.0 79 26.5 0.0 48.3 0.0 0.0 120 FTG ---- PE 0.0 88 26.5 0.0 48.3 0.0 0.000 TL 13.00 PV Pipe: 100 0.0 2.215 PL 12.50 PF 0.0 88 26.5 0.0 48.3 0.0 0.0 120 FTG ---- PE 0.0 94 26.5 0.0 48.3 0.0 0.000 TL 12.50 PV Pipe: 101 0.0 2.215 PL 14.50 PF 0.0; 94 26.5 0.0 48.3 0.0 0.0 120 FTG ---- PE 0.0 96 26.5 0.0 48.3 0.0 0.000 TL 14.50 PV Pipe: 102 0.0 2.215 PL 0.84 PF 0.0 96 26.5 0.0 48.3 0.0 0.0 120 FTG E PE 0.0 97 26.5 0.0 48.3 0.0 0.000 TL 7.84 PV Pipe: 103 0.0 3.316 PL 6.67 PF 0.0 97 26.5 0.0 48.3 0.0 0.0 120 FTG 2E PE 1.2 98 23.7 0.0 49.5 0.0 0.000 TL 27.11 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 104 0.0 3.316 PL 7.88 PF 0.0 98 23.7 0.0 49.5 0.0 0.0 120 FTG T PE 0.0 99 23.7 0.0 49.5 0.0 0.000 TL 29.78 PV Pipe: 105 0.0 3.316 PL 29.38 PF 0.0 99 23.7 0.0 49.5 0.0 0.0 120 FTG ---- PE 0.0 100 23.7 0.0 49.5 0.0 0.000 TL 29.38 PV Pipe: 106 0.0 4.026 PL 220.00 PF 0.0 100 23.7 0.0 49.5 0.0 0.0 120 FTG 4E PE 0.0 45 23.7 0.0 49.5 0.0 0.000 TL 260.00 PV Pipe: 107 0.0 4.026 PL 1.50 PF 0.0 M1 2.0 0.0 58.9 0.0 0.0 120 FTG T PE 0.0 M2 2.0 0.0 58.9 0.0 0.000 TL 21.50 PV Pipe: 108 -246.7 4.026 PL 1.50 PF 0.0 M2 2.0 0.0 58.9 0.0 6.2 120 FTG ---- PE 0.6 F 0.5 0.0 59.6 0.0 0.019 TL 1.50 PV Pipe: 109 -246.7 6.280 PL 3.50 PF 0.0 F 0.5 0.0 59.6 0.0 2.6 140 FTG E PE 1.5 U1 -3.0 0.0 61.1 0.0 0.002 TL 25.50 PV Pipe: 110 -246.7 6.280 FL 32.00 PF 0.1 U1 -3.0 0.0 61.1 0.0 2.6 140 FTG E PE 0.0 B1 -3.0 0.0 61.2 0.0 0.002 TL 54.00 PV Pipe: 111 FIXED PRESSURE LOSS DEVICE B2 -3.0 0.0 64.2 0.0 3.0 psi, 246.7 gpm B1 -3.0 0.0 61.2 0.0 Pipe: 112 -246.7 6.280 PL 50.00 PF 0.2 B2 -3.0 0.0 64.2 0.0 2.6 140 FTG T2G PE -1.3 SOURCE 0.0 SRCE 63.1 (N/A) 0.002 TL 107.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 49040138 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.101 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.7 ft/sec at pipe 60. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 80.48 psi with a flow of 534.62 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.740' 5.84 11.68 2.92 13.14 8.76 1.46 14.60 14.60 11.68 2.215 7.00 14.00 4.20 15.40 8.40 1.40 14.00 14.00 14.00 2.707 9.39 18.79 6.26 21.92 10.96 1.57 15.65 15.65 18.79 3.316 10.22 21.90 7.30 23.36 14.60 1.46 18.98 18.98 21.90 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 4.026 10.00 20.00 6.00 22.00 12.00 ?.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS — CLASS#139 .15/900 QR SO1 K=11.2 C=120 1755.0 gpm a u r 0 r- 0 a • H • M )o 0 \o M rn ON ON A Q) cp m •ap z $4a) wa'4. aQ) m w .4 m b m 0 u 0. u 0. .i.-4 ..10 +i M 0 .-1 A • b • - NI IN .4 N • m m • a) m H m Cu a) O) a) 0. Q. u u T/ a 4 v 0 0 E r 0 r co a) • ro • 'O 0 )0 E ) 0 a) ai W 0 el 4) N 0 N E -.4 cal a) av 0 .I CO 4J A 0 m co 4.11 m > a0E4 riri a 0 0. 0• 0) ro 1-1 .i 0 0 >, > b - r.4 co 4 S CO 0 )o 0. Ca 0 0. 0 1111 el co d 0 L1 0 N O y 1 a) 0 )-1 0 0 09 0 04 a) ca 0 -.1 +.) 0 0 o O a) O: LI C3 mio .. E ro a) )-1 0) CO SD 0 o... +' 4 0E ro .kr a r4 0 0 )d a 0) W N A a) a) 0 14 0 ro ro _MN 0 1 • I CO . 41) 0 )-1 .4•4 0 09 CO (1) w "'g =.i a a) +3 U) 0 va D O 0 o o 0 CO 0 0 0 0 0 0 N 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 1/23/2019 Y:\3340 FOSTER HS\HYDRAULIC CALCULATIONS\C3340E.SDF JOB TITLE: FOSTER HS - CLASS#139 .15/900 QR SQFT K=11.2 C=120 WATER SUPPLY CURVE 96+ 1 1 88*\ \\ 72+ \\ 1 1 1 \\ \\ P 64+ X \\ R 1 \ E 1 \\ S 1 \\ S 56+ U 1 R 1 E 1 \\ \\ 48+ \\ ( 1 \\ P 1 \\ S 1 I 40+ \\ ) 1 1 1 \\ \\ 32+ \\ 1 1 28.2 psi @ 1755 gpm-> * 1 Flow Test Point 24+ ___ _________ 16+ LEGEND " 1 " 1 X = Required Water Supply " 1 63.10 psi @ 496.7 gpm " 8+ II 1 0 = Available Water Supply " 1 81.31 psi @ 496.7 gpm 1 " 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ADD ECS AIR VENT AT HIGHEST POINT OF STAGE PIPING. ECS UNIT DOES NOT REQUIRE DRAINING. NO CHANGES TO EXISTING SYSTEM IN THIS AREA NO CHANGES TO EXISTING SYSTEM IN THIS AREA NO CHANGES TO EXISTING SYSTEM IN THIS AREA aF 3 TO �YSTEM EA NO CHANGES TO EXISTING SYSTEM IN THIS AREA 336A EXTE SYSTE 313A C3" EXISTING BARREL CEILING — NO WORK EXISTING BARREL CEILING — NO WORK :X I TING SYSTE CHANGE 37 S S NCW ' 300C C3 .t10' - 0" z AFF=11- 300D C3 10'-0" C3 10'-0" z MOM MIN Imam 337A �4= La (0� 6 d •g7 k5 o NO. and exact L -Di re.s.' e.{ r shut- down or restoration 'f::pprovv.la ❑ Without Comments ❑ As Noted in Red E' Per The Attached Letter These plans have been reviewed b Te Tukwila Fire Prevention Bureau for conformanc '+,: + ; current City r: n�alds. Accera subject ee: (:r -ors and r:11ss1ons which authorize tr4oir3 ons of adopted •ant anis antio :x+: ;Inc s. The ; esponslbiiicy for the -quacy or s1. . Fx to'oily with ti e finer. .:visions to tr �e:%sz drawings a ter his date w11 and v40 require a I resubmits.=: for ,tipnt nnnrnv,70 EITHER OR W Q 312A 1X 1M l 1137Y 114 O IX 0 1-10 33 8-10 10-8 )--( 1-6 9-2 21 1. POTENTIAL LOCATION FO ALLOWS FOR IMPROVED W GYM. HOWEVER, HYDRAU WERE PERFORMED TO INC 4"EXISTING FEED (CURR UNKNOWN) ROUTED ON SC EXISTING BUILDING ARO CEILING. EXACT MAIN L NEED TO BE EITHER DET OWNER—PROVIDED AS—BUI CONSTRUCTION WHEN CER UNCOVERED. IN THE MEANTIME, CALC GYM IS ADEQUATELY SIZ LONGER ROUTE. R NEW MAIN ATER FLOW IN EW LIC CALCULTIO S LUDE 500 FT A ENT LOCATION UTH END OF JND THE BARRE OCATION WILL AILED IN _TS OR DURING TAIN AREAS ARL 3 PROVE THAT HE ED FOR THE ADD HEAD GUARDS TO EXISTING HEADS. NO OTI-ER CHANGES TO EXISTING SYSTEvt IN THIS AREA NO CHANGES T EXISTING SYST M I N THIS AREA BOD=1-2C 070 GYM a 312 BOD=1-2C rn O7 �-Os BOD=1-2C KEY PLAN CALCS: GYMNASIUM ORDINARY HAZARD GP.1 .15/1500 SQ.FT. GLOBE QR UPRIGHT SYSTEM DEMAND AT SOURCE= 488.5 GPM AT 64.1PSI INCL 250GPM HOSE C=120, K=5.6 PIPE = MEGAFLOW, SCH.40 SEE CALCS "C3340A" Final accepaoct` Is; ',tiblect. to field test and Inspection by The Tukwila Ire Prb`venoob � Bureau. Date: By: / s I BOD=1-2C BOD=1 —2C POTENTIAL ROUTING (SEE NORTH END) 31� RFNOV 1DOON P AN ( PHAS ( 2 AREA BJ/ PAID MAd /219 TUKWILA FIRE 0' 5' 10' 15' 20' SCALE 1/ -" 1 O FIRESHIELD 0 ac 0 z REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN GOL = GROOVE -O -LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U -HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U -BOLT (PER DETAILS) #10 TOP BM C-CLMP, STRAP #11 TRAPEZE (SEE DETAIL) #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING GROOVED FITTING OR COUP. 3 THREADED CAP FITTING DRAWING NAME DRAWING CONTENTS DRAWING # STAMP 2 -WAY EARTHQUAKE BRACE D4 BUTTERFLY VALVE 1 COVER 2 AREA A 1ST FLR GENERAL NOTES, DETAILS, SITE PLAN AREA A 1ST FLOOR 1 OF 11 2 OF 11 LAT BRACE + LONG BRACE CHECK VALVE 3 AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 11 co RISERS / CHANGE IN ELEV FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 GENERAL HANGER LOCATION 000 FIRE HYDRANT 6 AREA C&D 1ST FLR 7 AREA C&D 2ND FLR AREA C&D 1ST FLOOR AREA C&D 2ND FLOOR 6 OF 11 7 OF 11 a171111 88 TTW CATs OF COXPETBUC FO12 FROTOLTION SFiBKKLBA SYSTC108 Robert Moren 0680•0298-C Level 3 Fit 'etc!. Inc. F.iT . '0245 PROJECT NAME #6 KWIK BOLT,ROD COUP, R&R #15 SAMMY SCREWS UNION FLOW SWITCH 8 AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #16 WOOD JOIST CLAMP #17 #9 REG C -CLAMP, RETAIN STRAP #18 -1-0 WET SYSTEM RISER DRY SYSTEM RISER BALL VALVE ®o® SPRINKLERS (SEE COVER) 9 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 9 OF 11 10 AREA G 11 AREA J AREA G AREA J 10 OF 11 11 OF 11 0000 a!@MMUS 0000 0 APPROVALS ❑ CITY OF TUKWILA ❑ ARCH ❑ OTHER FOSTER -IIG SCHOOL MODERNIZATION AND ADDITION 4242 SOUTH 144TH STREET TUKWILA, WA 98168 DRAWING TITLE AREA J RENOVATION PLAN DATE DRAWN BY 01/19 MOREN CONTRACT 3340 SCALE 1/8"=1-0 DWG NAME 3340 DRW # 11 OF 11 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieldine.com ,tractors ng: nIRESS-024C3 CONTACT: ANDREW MOREN FIRESHIELD INC TEL: (253) 851-0030 5202 OLYMPIC DRIVE NW STE201 FAX: (253) 851-9782 GIG HARBOR, WA 98335 WA STATE LICENCE #: FIRESI*024C5 8 C❑NNECTI❑N ORIENTATION E ANVIL AF087 ANVIL AF076 *BRACE PIPE 30-90 DEG, 4 410: 111 0 ANVIL AF036 MODEL K ANVIL AF411 CLAMP FOR LATERAL FOR LONGITUDINAL EARTHQUAKE BRACE TO STEEL WEB TRUSS BEAM ATTACHMENT TO BOTTOM OF STRUCTURE LDAD PERPENDICULAR TO STRUCTURE MAX LDAD = 1630 LBS C❑NNECTI❑N ❑RIENTATI❑N B ANVIL AF087 ANVIL AF076 t� BRACE PIPE �� I� oI 30-90 DEG, ANVIL AF035 MODEL K FOR LATERAL 0 ANVIL AF411 CLAMP FOR LONGITUDINAL EARTHQUAKE BRACE TO STEEL I -BEAM BEAM ATTACHMENT TO BOTTOM OF STRUCTURE LOAD PERPENDICULAR TO STRUCTURE MAX LDAD = 1630 LBS o8M C :RACING DE L J AD 8 3/8" THREADED ROD 7'-0"MAX LENGTH ERICO BRANCH LINE RESTRAINT STRUCTURE ATTACHMENT TO THREADED INSERT TO STEEL/CONC ERICO BRANCH LINE RESTRAINT PIPE ATTACHMENT CSBBRP0125E0 oRANCHIJNE R RA USE AT END OF 1 X" BRANCHL I NES AND EVERY 41 ' AS NEEDED PER NFPA-13 WT (LBS/FT) H2O FILLED 1.91 2.59 3.63 5.00 7.09 10.67 LATE AL ISh ACE NFPA-13 TABLE 9.3.5.5.2 (MEGAFLOW) MAXIMUM LOAD FOR ZONE OF INFLUENCE 20FT 25FT 30FT 35FT 40FT 1 Y4" 1M" 2" 3" 4" 116 93 186 149 298 239 465 372 762 609 1281 1025 76 122 195 305 499 840 65 105 168 261 428 720 55 88 140 219 358 603 HSS STEEL 415 SU F Oo R S p SUPER SAMMY SCREW ALL THREAD HANGER RDD ADJUSTABLE RING HANGER CONCRETE ▪ SAMMY SCREW JCONC EE BEAM OR JOIST RETAINING STRAP ALL THREAD RDD --1A BEAM CLAMP l A ADJUSTABLE RING HANGER *10 FAMD,O1]8' C -C AMP n II HILTI KB -TZ CONCRETE KWIK BOLT ALL THREAD HANGER RDD ADJUSTABLE RING HANGER HD =P =Z HA GER DIETM 8 Project: Address: Area: FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA, WA 98168 SMALL GROUP #235A CODES: NFPA-13 (2013) See A.9.3.5.5.2 IBC -See1621 ASCE7 ICE INF Length of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration: VR value: Max horizontal Toad (lbs): T-0" MAX 1 inch Sch. 40 45(min) - 90 deg Contractor: Address: Telephone: Fax: FIRESHIELD INC 5202 OLYMPIC DRIVE NW SUITE 200 GIG HARBOR, WA. 98335 (253)851-0030 (253) 851-9782 LONGITUDINAL BRACE TO STRUCTURE Ss=1.488 per S0.01, Cp=.69 per NFPA-13(2013) lCE AT Structure attachment fittin•: ACH ENT Make: AFCON Model: Listed load rating Obs): 2765 Adj Toad rating Obs): per NFPA-13(13) 9.3 5.2.3 (45deg) 0.421 200 0 (based on 45 deg rrin) Pi. - attachment fitting Make: Listed bad rating (lbs): AFCON 1000 Model: AF775 Adj load rating Obs): 707 per NFPA-13(13)9.3.5.2.3 (45deg) iR INF! Orientation: Fastener. Type: Diameter. Length: Maximum toad (lbs): per NFPA-13 "E" AFCON Brace Attach 087 Steel Connection 1/2" N/A 1400 SEISMIC BRACE ASSEMEILYSUM RY ZONE OF INFLUENCE LBS Most demanding Toad (x1.15 per NFPA-13): 450.1 Max permissable load for Zone of Influence per NFPA: WA !s most demanotng load less than max permissable load of Zone of Influence NFPA-13(13)(iabje 9.3.5.5.2(a)(b)) 7 1YES Total Cate Load / Allowable Load per Fastener MAXIMUM ASSEMBLY COMPONENT LOADS BRACE ATTACHMENT CAPACITY: BRACE CAPACITY: STRUCTURE ATTACHMENT CAPACITY: FASTENER CAPACITY: Is most demanding load less than max permissable load W each assembly components capacity? 0. LBS 707 1310 1955 1400 YES SWAY BF .Y DETAIL See details on shop drawings SPRINKLER SYSTEM LOAD CALCULATION IF 0.69 Wp (deur is 0.50)3 Diameter SEIS IC B CING CALCULATIONS Project: Address: Total (ft) Weight per ft FOSTER HIGHSCHOOL Contractor: FIRESHIELD INC 4242 SOUTH 144TH STREET Address: 5202 OLYMPIC DRIVE NW SUITE 200 1 TUKWILA, WA 98168 Telephone: p Fax: GIG HARBOR, WA. 98335 XX 253 851.0030 t ) Area: CODES: SMALL GROUP #235A (253) 851.9782 NFPA-13 (2013) - See A.9.3.5.5.2 IBC - See 1621 LATERAL BRACE TO STRUCTURE ASCE 7 Ss=1.488 per S0.01, Cp=.69 per NFPA.13(2013) BRACEINFORM TION 253 CE AT 'ACH EdTS Length of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration: UR value: Max horizontal load (lbs): T-0" MAX Structure attachment fitting: 0.0 Model: Adj load rating Obs): per NFPA-13(13) 9.3.5.2.3 0 1 Inch Make: Listed load rating (lbs): AFCON 76 Sch. 40 2.5" 2765 ; 1955 BLACK CONCEALED PENDENT 45(min) - 90 deg 0.69 0.9 (45deg) 0.421 80 Pipe attachment fitting: 7.09 Model: (lbs): 4 200 Make: Listed load rating (lbs): AFCON MODEL K 1310 0.0 2765 Adj load rating per NFPA-13(13) 1955 0 (based on 45 deg mn) 0.69 9.3 5.2.3 (45deg) < GLOBE GL5626 SIDEWALL QR K=5.6 1/2" 200DEG XX XX FASTENER INFORMAINFORMATIONON XX AWAY BRACE ASSEMBLY DETAIL' Orientation: Fastener. Type: Diameter: Length: WHITE W/WHITE RECESSED ESCUTCHEON GLOBE SPRINKLER WRENCH 325391 "E" Y x See details on shop drawings AFCON Brace Attach 087 391.4 Steel Connection 7 OF 11 1/2" DRAWING TITLE GENERAL NOTES, DETAILS,SECTION PLAN 253-851-0030 Fax 253-851-9782 P.O.BOX 2389 Harbor, WA 98335 www.tirestrielainc.com ..99«...asrracsz"024a WA Maximum load per NFPA-13 abs): c I- am afts@eetnee.:a.gn e90 @e #6 KWIK BOLT,ROD COUP,R&R 1400 UNION FLOW SWITCH AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 SEISMICCEA SSE BLYSti RY 0 SCALE 1®�="2 1-0 -11 DE 0 ZONE OF INFLUENCE LBS Most demanding load (x1.15 per NFPA-13): , 296.0 9 OF 11Gig Max permissable load for Zone of Influence per NFPA: 298 is most demanding load less than max permissable load of Zone of influence NFPA-13(13)(Table 9.3.5.5.2(4(6)) ? ] O YES ® Q Total Calc Load / Allowable Load per Fastener 0.196 MAXIMUM ASSEMBLY COMPONENT LOADS LBS BRACE ATTACHMENT CAPACITY: 1955 Z BRACE CAPACITY: 1310 STRUCTURE ATTACHMENT CAPACITY: 1955 FASTENER CAPACITY: 1400 #8 TOGGLE NUT, ROD & RING Is most demanding load less than max permissable load _ as- mb p of each assembly component's capacity? * 4-0 YES _ SPRINKLER S TEM LOA CALCULATION p Q 9 Tip (tlefiau Is 0,511}I 11 OF 11 APPROVALS 0 CITY OF TUKWILA 0 OTHER Diameter Type Lengths (ft) Total (ft) Weight per ft Wp Total Weight 1" REG C -CLAMP, RETAIN STRAP #18 Os9 0.0 DRW 1 OF 11 1.25" WA STATER LICENCE #• FIRESI024C5R, 0.69 0.0 1,5" MEGAFLOW 68+58 tib 2.59 0,69 207.3 2" MEGAFLOW 20 20 3.63 0.69 50.1 2.5" 0.69 0.0 3" 0.69 0.0 4" 0.69' 0.0 6" 0.69 0.0 TOTAL WEIGHT (Per NFPA 13 (13) 9.3.5.9.2) Fp x 1.15 = 257.4 296.0 WT (LBS/FT) H2O FILLED 1.91 2.59 3.63 5.00 7.09 10.67 LATE AL ISh ACE NFPA-13 TABLE 9.3.5.5.2 (MEGAFLOW) MAXIMUM LOAD FOR ZONE OF INFLUENCE 20FT 25FT 30FT 35FT 40FT 1 Y4" 1M" 2" 3" 4" 116 93 186 149 298 239 465 372 762 609 1281 1025 76 122 195 305 499 840 65 105 168 261 428 720 55 88 140 219 358 603 HSS STEEL 415 SU F Oo R S p SUPER SAMMY SCREW ALL THREAD HANGER RDD ADJUSTABLE RING HANGER CONCRETE ▪ SAMMY SCREW JCONC EE BEAM OR JOIST RETAINING STRAP ALL THREAD RDD --1A BEAM CLAMP l A ADJUSTABLE RING HANGER *10 FAMD,O1]8' C -C AMP n II HILTI KB -TZ CONCRETE KWIK BOLT ALL THREAD HANGER RDD ADJUSTABLE RING HANGER HD =P =Z HA GER DIETM 8 Project: Address: Area: FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA, WA 98168 SMALL GROUP #235A CODES: NFPA-13 (2013) See A.9.3.5.5.2 IBC -See1621 ASCE7 ICE INF Length of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration: VR value: Max horizontal Toad (lbs): T-0" MAX 1 inch Sch. 40 45(min) - 90 deg Contractor: Address: Telephone: Fax: FIRESHIELD INC 5202 OLYMPIC DRIVE NW SUITE 200 GIG HARBOR, WA. 98335 (253)851-0030 (253) 851-9782 LONGITUDINAL BRACE TO STRUCTURE Ss=1.488 per S0.01, Cp=.69 per NFPA-13(2013) lCE AT Structure attachment fittin•: ACH ENT Make: AFCON Model: Listed load rating Obs): 2765 Adj Toad rating Obs): per NFPA-13(13) 9.3 5.2.3 (45deg) 0.421 200 0 (based on 45 deg rrin) Pi. - attachment fitting Make: Listed bad rating (lbs): AFCON 1000 Model: AF775 Adj load rating Obs): 707 per NFPA-13(13)9.3.5.2.3 (45deg) iR INF! Orientation: Fastener. Type: Diameter. Length: Maximum toad (lbs): per NFPA-13 "E" AFCON Brace Attach 087 Steel Connection 1/2" N/A 1400 SEISMIC BRACE ASSEMEILYSUM RY ZONE OF INFLUENCE LBS Most demanding Toad (x1.15 per NFPA-13): 450.1 Max permissable load for Zone of Influence per NFPA: WA !s most demanotng load less than max permissable load of Zone of Influence NFPA-13(13)(iabje 9.3.5.5.2(a)(b)) 7 1YES Total Cate Load / Allowable Load per Fastener MAXIMUM ASSEMBLY COMPONENT LOADS BRACE ATTACHMENT CAPACITY: BRACE CAPACITY: STRUCTURE ATTACHMENT CAPACITY: FASTENER CAPACITY: Is most demanding load less than max permissable load W each assembly components capacity? 0. LBS 707 1310 1955 1400 YES SWAY BF .Y DETAIL See details on shop drawings SEIISMDC LONGITU NAL uFi ACE BRACE CAICS THE MOST LIMITING FACTOR FOR THE SEISMIC BRACING IS THE NFPA-13 'MAXIMUM LOAD FOR ZONE OF INFLUENCE' TABLE. THE ANALYSIS SHOWS THIS IS FAR MORE RESTRICTIVE THAN ANY OF THE COMPONENTS. THE CALCULATION DETAILS THE MOST DEMANDING LOAD WHICH INCLUDES 20' OF 2" MAIN AND 116' OF 1.5"BRANCHLINES. SUMMARY: SMALLER PIPE WITH LONG BRANCHLINES MUST BE BRACED MORE FREQUENTLY. WITH THE SAME LOAD OF BRANCHLINES, THE CHART SHOWS THAT 2.5"PIPE COULD BE SPACED UP TO 30FT APART, AND 3"PIPE UP TO 40FT APART. LONGITUDINAL BRACING CALCULATIONS SHOW THAT THE COMPONENTS ARE RATED TO SUPPORT 80' OF 4"PIPE. IOTA SPRONK .nr AD WEST 1STFLR NEW REP WEST 2NDFLR NEW REP EAST 1STFLR NEW REP UPRIGHT SPRINKLER SYSTEM LOAD CALCULATION IF 0.69 Wp (deur is 0.50)3 Diameter Type Lengths (ft) Total (ft) Weight per ft Wp Total Weight 1" STUBBED UP UPRIGHT © GLOBE GL5615 UPRIGHT QR K=5.6 1/2" 200DEG 1 0.69 0.0 1.25" XX XX CHROME GLOBE SPRINKLER WRENCH 325390 RECESSED PENDENT 0.69 0.0 1.5" 253 110 179 10 0.09 0.0 2" 0 GLOBE GL5606 CONCEALED PENDENT QR K=5.6 1/2" 200DEG 21 XX 0.69 0.0 2.5" * WHITE W/WHITE CONCEALED ESCUTCHEON GLOBE SPRINKLER WRENCH 332765 BLACK CONCEALED PENDENT 3 OF 11 0.69 0.9 3" MEGAFLOW 80 80 7.09 0.69 391.4 4 ECOH RECESSED PENDENT #4 EYE ROD, FASTENER & RING TYCO EC -11 ECOH RECESSED PENDENT K=11.2 3/4" 200DEG 38 0.69 0.0 6" XX XX 0 WHITE W/WHITE RECESSED ESCUTCHEON TYCO W -TYPE 22 RECESSED SPRINKLER WRENCH 0.69 0.0 < GLOBE GL5626 SIDEWALL QR K=5.6 1/2" 200DEG XX XX XX XX 1 * WHITE W/WHITE RECESSED ESCUTCHEON GLOBE SPRINKLER WRENCH 325391 Y x SX�Sl52S TOTAL WEIGHT (Per NFPA 13 (13) 9.3.5.9.2) Fp x 1.15 = 391.4 450.1 SEIISMDC LONGITU NAL uFi ACE BRACE CAICS THE MOST LIMITING FACTOR FOR THE SEISMIC BRACING IS THE NFPA-13 'MAXIMUM LOAD FOR ZONE OF INFLUENCE' TABLE. THE ANALYSIS SHOWS THIS IS FAR MORE RESTRICTIVE THAN ANY OF THE COMPONENTS. THE CALCULATION DETAILS THE MOST DEMANDING LOAD WHICH INCLUDES 20' OF 2" MAIN AND 116' OF 1.5"BRANCHLINES. SUMMARY: SMALLER PIPE WITH LONG BRANCHLINES MUST BE BRACED MORE FREQUENTLY. WITH THE SAME LOAD OF BRANCHLINES, THE CHART SHOWS THAT 2.5"PIPE COULD BE SPACED UP TO 30FT APART, AND 3"PIPE UP TO 40FT APART. LONGITUDINAL BRACING CALCULATIONS SHOW THAT THE COMPONENTS ARE RATED TO SUPPORT 80' OF 4"PIPE. IOTA SPRONK .nr AD WEST 1STFLR NEW REP WEST 2NDFLR NEW REP EAST 1STFLR NEW REP UPRIGHT 0 GLOBE GL5615 UPRIGHT QR K=5.6 1/2" 200DEG 32 XX 69 14 54 * CHROME GLOBE SPRINKLER WRENCH 325390 STUBBED UP UPRIGHT © GLOBE GL5615 UPRIGHT QR K=5.6 1/2" 200DEG 1 XX XX XX XX XX CHROME GLOBE SPRINKLER WRENCH 325390 RECESSED PENDENT 0 GLOBE GL5601 RECESSED PENDENT QR K=5.6 1/2" 200DEG 89 253 110 179 10 * WHITE W/WHITE RECESSED ESCUTCHEON GLOBE SPRINKLER WRENCH 332765 WHITE CONCEALED PENDENT 0 GLOBE GL5606 CONCEALED PENDENT QR K=5.6 1/2" 200DEG 21 XX 73 XX XX * WHITE W/WHITE CONCEALED ESCUTCHEON GLOBE SPRINKLER WRENCH 332765 BLACK CONCEALED PENDENT 3 OF 11 GLOBE GL5606 CONCEALED PENDENT QR K=5.6 1/2" 200DEG 22 13 17 11 XX XX o BLACK W/BLACK CONCEALED ESCUTCHEON GLOBE SPRINKLER WRENCH 332765 4 OF 110680-02984 1F•'e ECOH RECESSED PENDENT #4 EYE ROD, FASTENER & RING TYCO EC -11 ECOH RECESSED PENDENT K=11.2 3/4" 200DEG 38 XX 32 XX XX XX 0 WHITE W/WHITE RECESSED ESCUTCHEON TYCO W -TYPE 22 RECESSED SPRINKLER WRENCH AREA C&D 1ST FLOOR RECESSED SIDEWALL < GLOBE GL5626 SIDEWALL QR K=5.6 1/2" 200DEG XX XX XX XX 1 * WHITE W/WHITE RECESSED ESCUTCHEON GLOBE SPRINKLER WRENCH 325391 ROOF TOTALS= * NOT ALL HEADS TO BE REPLACED ARE ACCESSIBLE YET A STOCK OF SPARE SPRINKLERS SHALL BE MAINTAINED ON THE PREMISES PER NFPA-13. 0 (/) LJ w z N \ 10"DI WATER MAIN 169* 1 641* 94* 63 70 1 203 266 301 204 65 * 1 039* NEW= 568 REPLACED= 471 * L. PIV FIRE DEPT CONNECTION >-/ B1 DDCVA BACKFLOW PREVENTER (IN VAULT) (i z N EXISTING FIRE HYDRANT WhS1 (1) r () >- 0 0 000 NEN RIS ROOM PHASE 1 - AREA A 2 FLOORS NEW CONSTRUCTION OLD RISER ROOM PHASE 3 - AREA C 2 FLOORS EXISTING RENOVATION OPE COU- YAR C PHASE 1 - AREA 2 FLOORS NEW CONSTRUCTION WEST SYSTEMS DIVIDED BY FLOORS PHASE 5 - AREA D 2 FLOORS EXISTING RENOVATION PHASE 2 - AREA 2 FLOORS NEW CONSTR. TION 0 EXISTING FIRE HYDRANT 10"DI WATER MAIN PHASE 4 - AREA F 1 HIGH FLOOR EW CONSTRUCTION OUR YARD PHASE 4 - AREA 1 HIGH FLOOR EXISTING RENOVA ION 7777 PHASE 4 - AREA F 1 LOW FLOOR EXISTING RENOVATION NEW FIRE HYDRANT (BY OTHERS) 0" A PHASE 3 - AREA G 1 HIGH FLOOR REPLACE HEADS ONLY EAST SYSTEMS TE AREA H 1 HIGH FLOOR ADD HEADGUARDS AND REPLACE HEADS AIN EAST EXIST ROOM S SEEM 60N-0\ 5 GENERA NO ES 1. NARRATIVE: 1. A. FOSTER HS CURRENTLY HAS 2 INDEPENDENT BUILDINGS (ATHLETIC BLDG & ACADEMIC BLDG). THE 2 BUILDINGS ARE BEING RENOVATED AND EXPANDED INCLUDING CONNECTING THE TWO BUILDINGS WITH AN EXPANDED COMMONS/LUNCHROOM. EACH BUILDING HAS AN EXISTING FIRE SPRINKLER RISER ROOM WITH EXISTING MULTIPLE RISERS FED FROM A 6"UG WITH AN UG BACKFLOW PREVENTER VAULT WITH FDC 2. CONNECTION. THE ACADEMIC BUILDING RISER ROOM IS BEING RELOCATED INTO A NEWLY CONSTRUCTED ROOM AND WILL RECONNECT TO THE EXISTING SYSTEMS. THE ATHLETIC BUILDING RISER ROOM IS NOT CHANGING. AN EXISTING AUXILIARY DRY SYSTEM IN THE ATHLETIC BLDG WILL REMAIN UNTOUCHED. ALL EXISTING STANDARD REPSONSE SPRINKLERS SHALL BE REPLACED WITH QR IN (NFPA-13) LIGHT HAZARD OCCUPANCIES. 3. B. THE PROJECT HAS SEVERAL PHASES THAT INCORPORATE THE NEW AND RENOVATED AREAS. THE EXISTING FIRE SPRINKLER SYSTEM WILL REMAIN ACTIVE AT ALL TIMES. SHUT DOWNS WILL BE MINIMIZED WITH THE INTENTION TO BRING SYSTEMS BACK UP BY THE END OF EACH DAY. COLD WEATHER WILL BE MONITORED FOR ANY POTENTIAL EXPOSURE TO ACTIVE SYSTEMS. C. THE EXISTING PIPE, FITTINGS, HANGERS, AND BRACING WILL REMAIN IN PLACE. NEW MATERIAL WILL BE USED FOR ALL NEW INSTALLATION WORK, INCLUDING RECONNECTING EXISTING PORTIONS OF THE SYSTEM. 4. D. EACH SYSTEM COVERS LESS THAN 52,000 SQ.FT. 2. DESIGN CRITERIA: A. THE SYSTEM WILL BE DESIGNED PER NFPA-13(2016) AND SPECIFICATION SECTION 21 13 13 B. PER TUKWILA - ALL AREAS WILL BE DESIGNED TO AN ORDINARY HAZARD GP.1 DENSITY: .15/1500 SQ.FT. 130 SQ.FT. MAX HEAD SPACING. 250 HOSE STREAM ALLOWANCE. 5. C. MECHANICAL, STORAGE ROOMS - ORDINARY HAZARD GP.2: .20/1500 SQ.FT. 130 SQ.FT. MAX HEAD SPACING. 250 HOSE STREAM ALLOWANCE. D. QR AREA REDUCTION WILL BE USED PER NFPA-13 (2016) E. NO SLOPED ROOFS EXCEED 2:12 3. HYDRAULIC CALCULATIONS: A. HYDRAULIC CALCULATIONS ARE PERFORMED WITH HRS SYSTEMS HASS 8.8. 6. B. WATER SUPPLY DATA: STATIC PRESSURE FROM CURRENTLY ACTIVE SPRINKLER RISERS 87.0 PSI WITH A RESIDUAL WATER PRESSURE OF 28.2 PSI FLOWING 1755 GPM AT 288 FT ELEVATION FROM KING COUNTY 7. WATER DISTRICT 125. WE'VE REQUESTED UPDATED INFORMATION FROM THE WATER DISTICT AND ARE WAITING FOR THEIR CONFIRMATION. C. NEW PIPE SIZES WILL BE DETERMINED BY HYDRAULIC CALCULATIONS. AN ADDITIONAL 1' EQUIVALENT PIPE WAS ADDED FOR COUPLINGS. AN ADDITIONAL 10% CUSHON IS PROVIDED IN CALCS. 8. 4. SEISMIC BRACING AND HANGERS SHALL BE PER NFPA-13(2016). A. SEISMIC BRACING LOADS SHALL BE DETERMINED USING THE 'ZONE OF INFLUENCE' METHODS OF NFPA-13. B. DETAILS AND CALCULATIONS FOR EACH CONFIGURATION ARE PROVIDED. 9. C. THE MOST LIMITING FACTOR IN SEISMIC BRACE SPACING IS THE MAXIMUM LOAD LIMITATIONS OF THE ZONE OF INFLUENCE PER NFPA-13. D. BRANCHLINE RESTRAINT WILL BE ERICO BRANCHLINE RESTRAINT ASSEMBLIES AND WILL BE ADDED TO ALL 10. BRANCHLINES SUPPORTED BY RODS 6"OR LONGER FROM THE POINT OF ATTACHEMENT TO THE TOP OF THE PIPE E. PER STRUCTURAL DRAWINGS Ss=1.488, PER NFPA-13 Cp=.69 FOR USE WITH SEISMIC CALCULATIONS AND BRANCHLINE RESTRAINT SPACING. BRANCHLINE RESTRAINT FOR 11. Cp=.69 FOR 1 1/2" SCH.10 BRANCHLINES SHALL BE SPACED 41' MAXIMUM. 5. FLEXIBLE DROPS A. VIC-FLEX FLEXIBLE DROPS ARE USED FOR PENDENT SPRINKLERS. 36" OR 48" LONG HOSES FEEDING A 1/2" 12. HEAD THROUGH 5 BENDS MAXIMUM WITH A 2" MINIMUM (U.L.) BEND RADIUS PER MANUFACTURERS LISTING ADDS 21' OF EQUIVALENT 1"PIPE. 48"LONG HOSES FEEDING A 3/4" HEAD WITH THE SAME CRITERIA ADDS 26' OF EQUIVALENT 1"PIPE. THESE LENGTHS HAVE BEEN ADDED TO THE HYDRAULIC CALCULATIONS. B. ALL NEW HARD PIPE DROPS THROUGH CEILINGS SHALL HAVE A 1" CLEARANCE AND UTILIZE EXTRA LARGE ESCUTCHEON PLATES. \`I 411% R RISE - dA. dr, �L\ • EXIS ING FIRE DRANT FIRE DEPT CONNECTION DDCVA BACKFLOW PREVENTER (IN VAULT) 'POTTER' 10" ELECTRIC BELL 24VDC WIRING BY OTHERS WET RISER 4" RISER MANIFOLD PIPE OUTLET ASSEMBLY W/TRIM, GxG (T0=13") -UNIT CONTAINS INSPECTOR'S TEST, GAUGE, AUX DRAIN, AND FLOW SWITCH AND PRESSURE RELIEF VALVE WET SYSTEM CONTROL VALVE (NORMALLY OPEN) 4" VICTAULIC 705 FIRELOCK BUTTERFLY CONTROL VALVE (T0=4M") PHASE 2 - AREA J 1 HIGH FLOOR NEW CONSTRUCTION EX! FIFE TEST CONTROL VALVE (NORMALLY CLOSED) 4" VICTAULIC 707C FIRELOCK BUTTERFLY CONTROL VALVE (T0=4Y") BACKFLOWFULL FLOW TEST VALVES 2Y" POTTER-ROEMER MOD 4065 ANGLE HOSE VALVE W/CAP&CHAIN OMI STING HYDRANT 10"DI WATER MAIN u SOUTH 144TH STREET Y/ EY P.AN UNDERGROUND - BY OTHERS NO SCALE ,� ,� 4"FLEXIBLE COUPLING 6 x4 CONC REDUCER GALV (T0=4") 6"VIC-FLANGE 6"FLANGE BOLT KIT 6"FLANGE 13. lr IQU PIM N== NOTES GENERAL: ALL MATERIAL SHALL BE UL LISTED OR FM APPROVED. ALL NEW FIRE PROTECTION SYSTEM COMPONENTS AND DEVICES SHALL BE DOMESTICALLY MANUFACTURED. IMPORT COMPONENTS WILL NOT BE ALLOWED. PIPING: A. BLACK SCH.40 FOR THREADED PIPE (WET) B. BLACK MEGAFLOW FOR ROLL GROOVED PIPE (WET) C. GALV SCH.40 FOR THREADED PIPE (DRY) D. GALV MEGAFLOW FOR ROLL GROOVED PIPE (DRY) FITTINGS: A. BLACK CAST IRON THREADED FOR WET SYSTEM B. GALVANIZED FITTINGS FOR DRY SYSTEM C. VICTAULIC GROOVED FITTINGS AND COUPLINGS D. VICTAULIC VIC-FLEX FLEXIBLE SPRINKLER DROP W/BRACKET E. METRAFLEX FIREVOOP VLUG80- SEISMIC LOOP ASSEMBLY HANGERS: A. ANVIL BEAM C -CLAMP W/RETAINER STRAP B. SAMMY SCREW FOR STEEL C. ERICO BRANCHLINE RESTRAINT ASSEMBLY D. HILTI HDI -P TZ SEISMIC BRACING: A. ANVIL SWAY BRACE ATTACHMENT B. ANVIL FAST CLAMP C. ANVIL MEDIUM PIPE CLAMP D. 1"SCH.40 PIPING E. HILTI KWIK BOLT KBTZ BACKFLOW PREVENTERS: A. EXISTING IN VAULTS WET SYSTEM VALVES: A. EXISTING IN ATHLETIC BUILDING - NO CHANGE B. WET SYSTEM RISER MANIFOLDS INCLUDING FLOW SWITCH, GAUGE, TEST AND DRAIN VALVE, AND PRESSURE RELIEF VALVE DRY SYSTEM VALVES: A. EXISTING AUXILIARY IN ATHLETIC BUILDING - NO CHANGE B. VICTAULIC 768 NXT FIRELOCK DRY PIPE VALVE WITH VIC-QUICK RISER TRIM AIR SUPPLY: A. GENERAL AIR COMPRESSOR OL12516ACT B. GENERAL AMD -1 AIR MAINTENANCE DEVICE CONTROL VALVES: A. VICTAULIC 705W BUTTERFLY VALVE (OPEN) B. VICTAULIC 705C BUTTERFLY VALVE (CLOSED) C. POTTER ROEMER 4065 HOSE VALVE AUXILIARY DRAIN OR VENT VALVES: A. CONBRACO BALL VALVE B. ECS AUTOMATIC AIR VENT PAV-W ALARM DEVICES: A. POTTER PCVS-1,2 CONTROL VALVE SUPERVISORY SWITCH B. POTTER VSR-F WATERFLOW ALARM SWITCH C. POTTER 10"ELECTRIC BELL 24VDC D. POTTER PS -10 SUPERVISORY PRESSURE SWITCH E. POTTER PS -40 HI/LOW PRESSURE SWITCH SPRINKLERS: GLOBE/TYCO - SEE LEGEND w 1- (n SYSTEMS ROUTE FROM NEW RISER ROOM TO <<,-� EXISTING RISER ROOM AND RECONNECT AT TOP OF RISERS x/010'-8" HEAD BOX 0 DRY PIPE VALVE AND CONTROL VALVE 2.5" 'VICTAULIC' FIRELOCK NXT SERIES 768 DRY VALVE WITH VIC-QUICK RISER VQR TRIM (T0=16.5") ASSEMBLY INCLUDES 705 CONTROL VALVE, PRE-SET PRESSURE SWITCHES. PRESSURE GAUGES, AND DRAIN KIT. LOW PRESSURE UNITS SET AT 13PSI CUT IN, 18PSI CUT OUT. VICTAULIC NXT VALVE PRESETS PRESSURE SWITCHES AT FACTORY. AIR COMPRESSOR GENERAL MODEL OL12516ACT 125GAL CAPACITY 1/6HP 110 V 1PHASE - WITH AMD -1 AIR MAINT DEVICE ACADENC oU0 NEW FRE SPR DING COMBINE TESTS AND DRAINS TO FUNNEL DRAIN IN ROOM (BY OTHERS) R$ ER - FACING NORTH FIRE RISER ROOM #116E NO SCALE NEW FIRE SPRINKLER ROOM WILL MATCH EXISTING FIRE RISER ROOM. 2 WET + 1 DRY SYSTEM WILL BE ROUTED BACK TO EXISTING RISER AND RECONNECTED. EXISTING RISER COMPONENTS WILL BE DEMOLISHED AFTER NEW IS COMMISSIONED SO EXISTING SYSTEM REMAINS ACTIVE AT ALL TIMES. WET RISER 6" RISER MANIFOLD PIPE OUTLET ASSEMBLY W/TRIM, GxG (EXISTING) -UNIT CONTAINS INSPECTOR'S TEST, GAUGE, AUX DRAIN, AND FLOW SWITCH WET SYSTEM CONTROL VALVE (NORMALLY OPEN EXISTING 6"BUTTERFLY CONTROL VALVE \0 woR- AT RISER 14'-0" 1ST FLOOR 0'-0" oULD NG $.LC1DOON ACADEMIC BUILDING ® GRIDLINE 62.2 - FACING EAST SCALE: 1/8"=1'-0" 11ST FLOOR R WET SYSTEM PLACARD INFO PER NFPA-13: A HYDRAULIC SIGN WILL BE ATTACHED TO THE SYSTEM RISER WITH THE FOLLOWING INFORMATION: CALCS: CLASSROOM#139 ORDINARY HAZARD GP.1 .15/900 QR SQ.FT. TYCO ECOH REC PEND 16x16 39GPM 12.1PSI SYSTEM DEMAND AT SOURCE= 496.7 GPM AT 63.1 PSI INCL 250GPM HOSE C=120, K=11.2 PIPE = MEGAFLOW, SCH.40 SEE CALCS "C3340E" ATHI1-IF'IIC :U FSR - FACING WEST FIRE RISER ROOM #339 NO SCALE I) U1 ONG P R A N K -NO WORK - 2ND FLOOR WET SYSTEM PLACA -' n INFO PER NFPA-13: A HYDRAULIC SIGN WILL BE ATTACHED TO THE SYSTEM RISER WITH THE FOLLOWING INFORMATION: CALCS: COMMONS#300 ORDINARY HAZARD GP.1 .15/1500 SQ.FT. (1538) GLOBE QR UPRIGHT SYSTEM DEMAND AT SOURCE= 485.4 GPM AT 72.8 PSI INCL 250GPM HOSE C=120, K=5.6 PIPE = MEGAFLOW SEE CALCS "C3340D" NEW W M WET SYSTEM (PLACARD INFO PER NFPA-13: A HYDRAULIC SIGN WILL BE ATTACHED TO THE SYSTEM RISER WITH THE FOLLOWING INFORMATION: CALCS: GYMNASIUM ORDINARY HAZARD GP.1 .15/1500 SQ.FT. GLOBE QR UPRIGHT SYSTEM DEMAND AT SOURCE= 488.5 GPM AT 64.1PSI INCL 250GPM HOSE C=120, K=5.6 PIPE = MEGAFLOW, SCH.40 SEE CALCS "C3340A" BSER CON'ACT8 ARCHITECT BLRB ARCH 1250 PACIFIC AVE, STE 700 TACOMA, WA 98402 TEL : (253) 627-5599 PLAN REVIEW CITY OF TUKWILA 6300 SOUTHCENTER BLVD, STE 209 TUKWILA, WA 98188 TEL : (206) 971-8719 OWNER TUKWILA SCHOOL DIST 4640 SOUTH 144TH ST TUKWILA, WA 98168 TEL (206) 901-8006 GENERAL CONT ANDY JOHNSON & CO 2450 MOTTMAN RD SW TUMWATER, WA 98512 TEL : (360) 352-3110 , FIRESHIELD 0' 5' 10' 15' 20' REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME F 0 S TE MODERNIZATION 4242 SOUTH TUKWILA WA HIGH SC AND ADDITION 144TH STREET 98168 -COL jLHIIIE:L. BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG =GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE8 XM = CROSSMAIN9 GOL = GROOVE -O -LET (WELD)#7 FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U -HOOK #10 TOP BM C-CLMP, STRAP *AO GROOVED FITTING OR COUP. B THREADED CAP FITTING 1 COVER GENERAL NOTES, DETAILS, SITE PLAN 1 OF 11 0201011r="40=svi #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 2 -WAY EARTHQUAKE BRACE D4 BUTTERFLY VALVE, 2 AREA A 1ST FLR AREA A 1ST FLOOR 2 OF 11 3 AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 Rotmd Lewd 3- #3 CEIL FLANGE, 1/4" LAGS #12 SIDE BEAM BRACKET LAT BRACE + LONG BRACE > CHECK VALVE 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 110680-02984 1F•'e nc. p - -OF4 5 #4 EYE ROD, FASTENER & RING #13 SHORT STRAP C 0 RISERS / CHANGE IN ELEV 4 FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 6 AREA C&D 1ST FLR AREA C&D 1ST FLOOR 6 OF 11 ►6 ( 11 #5 U -BOLT (PER DETAILS) #14 EYE NUT,ROD,RING GENERAL HANGER LOCATION 00 FIRE HYDRANT Y x SX�Sl52S 7 AREA C&D 2ND FLR AREA C&D 2ND FLOOR 7 OF 11 DRAWING TITLE GENERAL NOTES, DETAILS,SECTION PLAN 253-851-0030 Fax 253-851-9782 P.O.BOX 2389 Harbor, WA 98335 www.tirestrielainc.com ..99«...asrracsz"024a SlS(,SZSc'S?(�? c I- am afts@eetnee.:a.gn e90 @e #6 KWIK BOLT,ROD COUP,R&R #15 SAMMY SCREWS UNION FLOW SWITCH AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 0 SCALE 1®�="2 1-0 -11 DE 0 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 9 OF 11Gig POWER DRIVEN STUD,R & R#16 WOOD JOIST CLAMP O WET SYSTEM RISER ® Q '' SPRINKLERS(SEE COVER)SITE Z 10 AREA G AREA G 10 OF 11 #8 TOGGLE NUT, ROD & RING #17 * 4-0 DRY SYSTEM RISER BALL VALVE 11 AREA J AREA J 11 OF 11 APPROVALS 0 CITY OF TUKWILA 0 OTHER DATE 01/19 CONTRACT 3340 DWG NAME 3340 CONTACT: ANDREW MOREN FIRESHIELD INC TEL: (253) 851-0030 5202OLYMPICDRIVENWSTE201 WA 98335 REG C -CLAMP, RETAIN STRAP #18 DRAWN BY MOREN SCALE 1 /8"=1-0 DRW 1 OF 11 WA STATER LICENCE #• FIRESI024C5R, AA 0 J R PHASAREA A C4 C5 C6 riL\B AC r,4\D 0 C3 9'-2" / 0 EXISTING CANOPY NO CHANGES 0 / 131 C3 9'-2" / C2 0' - 0" O 0 0 0 0 116 C3 9' - 2" 0 0 0 0 CITY OF TUKWILA 16.42.070 REQUIRES ALL OCCUPANCIES IN THIS SCHOOL TO BE A MINIMUM OH -1 DESIGN DENSITY. IBC 903.3.2 REQUIRES QUICK RESPONSE IN LIGHT HAZARD OCCUPANCIES. SPEC 211313 1.06D.4 RECONCILES THIS BY STATING, WHERE IBC REQUIRES QR AND THERE ARE NO LISTED QR SPRINKLERS LISTED FOR (NFPA-13) OH -1 OCCUPANCIES, THEN LIGHT HAZARD QR SPRINKLERS ARE PERMITTED WHILE USING THE OH -1 DENSITY. THE TYCO TY5237 EXT COV 11.2K REC PEND 200DEG SPRINKLER WILL BE USED WITH A 16X16 PATTERN IN THE CLASSROOMS AND HAS A QR RATING FOR LIGHT HAZARD, AND A 39GPM/12.1 PSI OH -1 FLOW CRITERIA. WHEN NEW SUPPLY IS INSTALLED, FLUSHED, CERTIFIED (BY OTHERS) THEN ROUTE TEMPORARY FEED TO EXISTING RISER MANIFOLD. CONFIRM APRIL -JULY WORK TO MITIGATE FREEZING RISK. TEMPORARY LINE TO BE USED AS PERMANENT 1ST FLOOR LINE AFTER NEW SYSTEM COMMISSIONED. 0 0 0 0 ° 0 0 I/ 0 0 0 / 0 0 C3 9'-2" / 0 0 1 C3/ 9' 2" / A D' 0" 116 0 ° 0 1C2 91 2„ 9C1 r —r�� 114 I ,As fl 0 0 C3 9'-2" 0 ° fl 0 14 C3 9'-2" 0 C3 9' - 2" / 0 0 0 0 C2 9'-0" 0 I"I , .1 1..1 141'I ® C5 9' - 0 1/2" R FLI CT 0 c� 0 ': C3 „° 9'-2 -J Z o 0 E 146 ✓ 1 C3 ° 9'-2" �1 0 inP NG NLW 147 C3 9'-2" %1 /l P AN 130 C3 9' - 2"__ BOB=O-5C AFF=11-9MC B0B=0-5. AFF=11-9) 131 C3 9'-2" IS F PHAS H Les , 2" 14Sb 4 C5 ARIA A 132 C3 9' 2" BOB=0-5. AFF=11-9)C 0 0 0 0 9 0 0 C2 0 116 C3 9' 2" 0 EL 1 0 C3 9'-2" 117 0 ° C2 10' kih.V PLAN 134 C3 9'-2, BOB=0-5C AFF=11-9X C3 9, _. 2" BOB=0-5C AFF=11-9%. NEW RISER ROOM WITH NEW COMPONENTS 4-11M 5-3M 3 1-9.- d' 116 e3 --- g - 2" 3------ 9'-2" t -,a 1 L-8 � a 3--r:, 7-3 2-2M 3 2-7 9-10 2-2 4-3 7-9 1-10 10- L 9-9 5-9 4-6 1-9 KEY PLAN 4-60-1 116 C3 9'-2" EXIST NG CANOPY NO CHANGES METRAFLEX F I REVOOP SEISMIC ASSEMBLIES C2 9'-0" OPEN T 47 0 I NEW WALLS AND CEILINGS IN THESE 0 0 ROOMS - RELOCATE EXISTING SPRINKLERS AS NECESSARY 146 C3 0 9' - 2" C3 6 9' - 2" s BOD=2- AFF=11 DR SYS NEM 1ST FLR TYPICAL EXISTING CLASSRO CEILING GRID REMAINS, DI IS REPLACED, 2x2 LIGHTS REPLACE 2x4 LIGHTS (RECONFIGURED). STANDAR RESPONSE SPRINKLERS ARE REPLACED WITH 200DEG QR MATCHING SPRINKLERS. FUSER NEW LINES TO BE OVER TO CONNECTI TOP OF EXISTING (REMOVED) RISERS OUTED NS TO EXISTING 2)" EXISTING RISER TO REMt UNTIL NEW RI ®ERS ARE COMMISSIONED. IN 145 1M 1M 0 0 7-8 2-9 1ST FLOOR SUPPLY C1B 9' - 2" 114 0 128 C3 9' - 2" C5 9'-01/2" C3 9'-2" 147 C3 9' - 2" 0 -e4) WOOD SLAT CEILING W TH NON -COMB BACKING. BLACK CONCEALERS BELOW NEW 148A C2 9'-2" EXISTING PITI1NG PIAN 1 Yr 6 141 C2 9' - 2-1 FIRESHIELD 0' 5' 10' 15' 20' 1 Z REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME F 0 S TE MODERNIZATION 4242 SOUTH TUKWILA, WA HIGH S C H 0 3 L AND ADDITION 144TH STREET 98168 Q Vu"-=- ° BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM of DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP =POLISHED x POLISHED BL = BRANCHLINE8 XM = CROSSMAIN GOL = GROOVE -O -LET (WELD)® FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT#9 #1 U -HOOK #10 TOP BM C-CLMP, STRAP *- GROOVED FITTING OR COUP. 3 THREADED CAP FITTING 1 COVER GENERAL NOTES, DETAILS, SITE PLAN 1 OF 11 #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 2 -WAY EARTHQUAKE BRACE X BUTTERFLY VALVE 2 AREA A 1ST FLR AREA A 1ST FLOOR 2OF 11 3 AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 Wren ��, #3 CEIL FLANGE, 1/4" LAGS #12 SIDE BEAM BRACKET LAT BRACE + LONG BRACE > CHECK VALVE 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 11 '2984 old, tnc. F - 0Z 5 ` �' i #4 EYE ROD, FASTENER & RING #13 SHORT STRAP C 0 RISERS / CHANGE IN ELEV ' FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 6 AREA C&D 1ST FLR AREA C&D 1ST FLOOR 6 OF 11 FIRES H���EL #5 U -BOLT (PER DETAILS) #14 EYE NUT,ROD,RING GENERAL HANGER LOCATION FIRE HYDRANT 7 AREA C&D 2ND FLR AREA C&D 2ND FLOOR 7 OF 11 DRAWING TITLE AREA A — 1 ST FLOOR REEL CEIL & PIPING PLAN 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 9999999,9 reg 9 nn0S1'024c3 OaQeaO g se..@�.�mm�®®oe..ee®®e #6 KWIK BOLT,ROD COUP, R&R #15 SAMMY SCREWS UNION FLOW SWITCH AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 JpCOZPRV SCALE 1t/;= -31-0 tel-' 0 9 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 9 OF 11 #7 POWER DRIVEN STUD, R & R #16 WOOD JOIST CLAMP A WET SYSTEM RISER p '�www.fireshietainc.com SPRINKLERS (SEE COVER) 10 AREA G AREA G 10 OF 11 #8 TOGGLE NUT, ROD & RING #17 DO DRY SYSTEM RISER 11 AREA J AREA J 11 OF 11 APPROVALS ❑ CITY OF TUKWILA 0 OTRHC R DRAWN DATE 01/19 CONTRACT 3340 DWG NAME 3340 CONTACT:ANDREWMOREN FIRESHIELD INC - TEL: (253) 851-0030 851-9782 5202 OLYMPIC DRIVE NWSTE201 GK3 WA 98335 REG C -CLAMP, RETAIN STRAP #18 �--o BALL VALVE BY SCALE 1 /8"=1-0 DRW 2 OF 1 1 LICENCE #• FIRESi 024C5R, WA STATE AC SAD AA i 1 7 2212 C3 9'-2" _„\\ C3� n C4� 0 0 / 229 C3 9'-9" / C2 0 0 O 0 0 0 206 2ND PHASE ARE A A / C3 9'-2" 7 0 C2 9'_ 0" O 0 C6 11'-0" 0 206 0 C3 9'-2" 7 0 0 0 zZ C3 9'-2" / O 0 O 0 206 e C2 - 3 -�`O A.F.F. O 0 0 0 O 0 C2 9'-2" 243 1 0 0 0 0 / f7 / 226 0 0 0 0 0 227 0 0371 1-71 e RF ECS' C3 9'-2" O A.F.F. 244 O 0 ,L=DNIG PLAN N cs+I 134 34 134 1Y 12-8 AFF=9-8� 228 co 0)1 C3 11 9' - 2" LL 134 4-2 4-334 134 134'- j11 34 - 12-8 N AFF=9-8p I rI N 4-334 0' 5' 1 0' 15' 0 1 >4 135 1J4 EJ 1 114 6-2)4 14-10 3-2 13 2-10 6-1M 229 co _ ci 5-10 G 0 11 o o 9' -2" - a #10 TOP BM C—CLMP, STRAP *4 -GROOVED 134 1)4 / / 114 6-2)4 14-10 231 2-10 6-134 #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) C3 2—WAY EARTHQUAKE BRACE Da BUTTERFLY VALVE 2 AREA A 1ST FLR 9' - 2" 2 OF 11 / / 3 AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 RobertMaren Q660.028$.0 o 0 0 LAT BRACE +LONG BRACE > CHECK VALVE 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 11 F'•= etd.Inc. #4 EYE ROD FASTENER & RING #13 SHORT STRAP C 0 C2 9'_ 0" O 0 C6 11'-0" 0 206 0 C3 9'-2" 7 0 0 0 zZ C3 9'-2" / O 0 O 0 206 e C2 - 3 -�`O A.F.F. O 0 0 0 O 0 C2 9'-2" 243 1 0 0 0 0 / f7 / 226 0 0 0 0 0 227 0 0371 1-71 e RF ECS' C3 9'-2" O A.F.F. 244 O 0 ,L=DNIG PLAN N cs+I 134 34 134 1Y 12-8 AFF=9-8� 228 co 0)1 C3 11 9' - 2" LL 134 4-2 4-334 134 134'- j11 34 - 12-8 N AFF=9-8p I rI N 4-334 C2 - 0" 2ND PLR PHAS7 1 A C4 R A A 02 9' - 2440 O __ 0 2421 C2 9'-2' 0 C2 0 e LI C6 234 234 41 234 234 234 234 234 234 234 N134 134 4-4 N 134 16-814 13 0-1 4 3-113: N c J 230 co C3 II 9'-2" L, - a rn N 4-4 134 134 0-1134134 16-834 Lam' 3-1131 0' 5' 1 0' 15' FIRESHIELDTOS 20' 0 1 >4 135 1J4 EJ 1 114 6-2)4 14-10 3-2 13 2-10 6-1M 229 co _ ci 5-10 G C3 11 BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW= FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN (WELD) GOL = GROOVE-0—LET WELD FLG =FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT 9' -2" - a #10 TOP BM C—CLMP, STRAP *4 -GROOVED 134 1)4 THREADED CAP FITTING 1 1 114 6-2)4 14-10 1 OF 11 2-10 6-134 C2 - 0" 2ND PLR PHAS7 1 A C4 R A A 02 9' - 2440 O __ 0 2421 C2 9'-2' 0 C2 0 e LI C6 234 234 41 234 234 234 234 234 234 234 N134 134 4-4 N 134 16-814 13 0-1 4 3-113: N c J 230 co C3 II 9'-2" L, - a rn N 4-4 134 134 0-1134134 16-834 Lam' 3-1131 234 234 2)4 234 02)4 234 10-40,7:i 26 10-734 1-434 10-2 10-2 I.— a 206 1-8 9-934 cr 0 coo 0I s 206Lei -. N 1-231 7-4 4-8 1- 0 _WOOD SLAT CEILING WITH ? 'TION -COMB BACK I NG . N: RI ACK CONC:FAI FRS RFI ON 10-6 0-6 3-10 0 i C2 9'-0" 234 234 34 234 234 t 0 4 0 C2. 9'-0" 207 0 C3 -9'-2" 0 �N I1 0 0 24 10' - ISI 0 ST4 C6 11'-2" 4-8 134 16-434 232 C3 9'-2" 33 X134 134 1-343-1 AFF=9-8c N cc 1'I 134 4-8 234 METRAFLEX F I REVOOP SEISMIC ASSEMBLIES 1-10 7-734 1-634 2-10 ecoe rn LL Li 12-0 4-7M 8 16- -34 4134 1 1348 6 3-6 L' 134 17-6 233 C3 9' - 2" 134 1-343-1 N 30 234 234 0 234 tt3--6 3-6 �I �' 29 -a AF F=9 -8q )4 234 17-6 234 7-4X 1 3-10 6-8 0-1I 0 b -334 8-434 (41 co 0 0' LL c41 N 8 co 206 AFF=9tK T o, a-. 241 C3 10'-0" 234 0-6 CALCS: CLASSROOM#233 ORDINARY HAZARD GP.1 .15/900 QR SQ.FT.(1107) TYCO ECOH REC PEND 16x16 39GPM 12.1PSI SYSTEM DEMAND AT SOURCE= 450.3 GPM AT 69.2 PSI INCL 250GPM HOSE C=120, K=11.2 PIPE = MEGAFLOW, SCH.40 SEE CALCS "C3340C" J TYPICAL EXISTING CLASSROOM - CEILING GRID REMAINS, DIFFUSER IS REPLACED, 2x2 LIGHTS REPLACE 2x4 LIGHTS (RECONFIGURED). STANDARD RESPONSE SPRINKLERS ARE REPLACED WITH 200DEG QR SEMI -RECESSED SPRINKLERS. O 0 0 226 C3 9' _ 2" A.F.F. EXISTING AFF=9-8� 134 134 134 134 134 7-10 1-8' 7-7 3-4 C69- N m ® 11'-0" e e O 0 O 0 0 0 227 ® C3 9' - 2" A.F.F. EXISTING 0 0 0 0 m 9' - A.F. _J 0' z a' w' - m z_ z - a - m I- cn UJ cn o X' - W O w m 00" 47 x 234 0 N x 2)435 45 — MOVE EXISTING 2.5"RISER SUPPLY INTO NEW WALL AFTER EXISTING ROOM/WALL IS DEMO'D. C3 9'-2" O 0 A.F.F. 244 WALLS REMOVED IN... THIS ROOM. CONFIRM EXISTING HEAD o LOCATIONS (AND RELOCATE AS NECESSARY 0 O 0 P DP NG P AN 134 134 2 9 2" 3 2 9' 2" 2• •C 10-1 G 242 TSN; C2 '-11 9' - 1 a m m 134 134 O 0 7 14 8 N$ 134 N �t 7 N N -6 7-8 5-11 34 134 134 6-934 a 7-8 C2 II e 239 9'-2" co N 244B II C2 I mo 9'-2" 0 0 _ 1 i mm 114 1-9 34 240 01348 2-8 co 9- 34 1034 G.I co 134'. 207 a 7-2 2-63 C3 Iol ST4 1 9'-2" 0 C6 N (0 11'-2" 134 134 C2 9'-0" ala N O 134 ND92 8 9-1034 ovacol N (0 N A� 0 0 134 -434 7-1034 2_5Y 1-1 1-6C2 6-134 N rj 2-634 9'-0" CN 134_® 2-6 -'r JL WOOD SLAT CEILING WITH NON -COMB BACKING. BLACK CONCEALERS BELOW e 0' 5' 1 0' 15' FIRESHIELDTOS 20' 0 1X 1J4 1) 115 , _ rn � rn V AFF=9-8Q. en • W 3-2 13 5-10 134 6-634 14-6 E 3-2 5-10 234 234 2)4 234 02)4 234 10-40,7:i 26 10-734 1-434 10-2 10-2 I.— a 206 1-8 9-934 cr 0 coo 0I s 206Lei -. N 1-231 7-4 4-8 1- 0 _WOOD SLAT CEILING WITH ? 'TION -COMB BACK I NG . N: RI ACK CONC:FAI FRS RFI ON 10-6 0-6 3-10 0 i C2 9'-0" 234 234 34 234 234 t 0 4 0 C2. 9'-0" 207 0 C3 -9'-2" 0 �N I1 0 0 24 10' - ISI 0 ST4 C6 11'-2" 4-8 134 16-434 232 C3 9'-2" 33 X134 134 1-343-1 AFF=9-8c N cc 1'I 134 4-8 234 METRAFLEX F I REVOOP SEISMIC ASSEMBLIES 1-10 7-734 1-634 2-10 ecoe rn LL Li 12-0 4-7M 8 16- -34 4134 1 1348 6 3-6 L' 134 17-6 233 C3 9' - 2" 134 1-343-1 N 30 234 234 0 234 tt3--6 3-6 �I �' 29 -a AF F=9 -8q )4 234 17-6 234 7-4X 1 3-10 6-8 0-1I 0 b -334 8-434 (41 co 0 0' LL c41 N 8 co 206 AFF=9tK T o, a-. 241 C3 10'-0" 234 0-6 CALCS: CLASSROOM#233 ORDINARY HAZARD GP.1 .15/900 QR SQ.FT.(1107) TYCO ECOH REC PEND 16x16 39GPM 12.1PSI SYSTEM DEMAND AT SOURCE= 450.3 GPM AT 69.2 PSI INCL 250GPM HOSE C=120, K=11.2 PIPE = MEGAFLOW, SCH.40 SEE CALCS "C3340C" J TYPICAL EXISTING CLASSROOM - CEILING GRID REMAINS, DIFFUSER IS REPLACED, 2x2 LIGHTS REPLACE 2x4 LIGHTS (RECONFIGURED). STANDARD RESPONSE SPRINKLERS ARE REPLACED WITH 200DEG QR SEMI -RECESSED SPRINKLERS. O 0 0 226 C3 9' _ 2" A.F.F. EXISTING AFF=9-8� 134 134 134 134 134 7-10 1-8' 7-7 3-4 C69- N m ® 11'-0" e e O 0 O 0 0 0 227 ® C3 9' - 2" A.F.F. EXISTING 0 0 0 0 m 9' - A.F. _J 0' z a' w' - m z_ z - a - m I- cn UJ cn o X' - W O w m 00" 47 x 234 0 N x 2)435 45 — MOVE EXISTING 2.5"RISER SUPPLY INTO NEW WALL AFTER EXISTING ROOM/WALL IS DEMO'D. C3 9'-2" O 0 A.F.F. 244 WALLS REMOVED IN... THIS ROOM. CONFIRM EXISTING HEAD o LOCATIONS (AND RELOCATE AS NECESSARY 0 O 0 P DP NG P AN 134 134 2 9 2" 3 2 9' 2" 2• •C 10-1 G 242 TSN; C2 '-11 9' - 1 a m m 134 134 O 0 7 14 8 N$ 134 N �t 7 N N -6 7-8 5-11 34 134 134 6-934 a 7-8 C2 II e 239 9'-2" co N 244B II C2 I mo 9'-2" 0 0 _ 1 i mm 114 1-9 34 240 01348 2-8 co 9- 34 1034 G.I co 134'. 207 a 7-2 2-63 C3 Iol ST4 1 9'-2" 0 C6 N (0 11'-2" 134 134 C2 9'-0" ala N O 134 ND92 8 9-1034 ovacol N (0 N A� 0 0 134 -434 7-1034 2_5Y 1-1 1-6C2 6-134 N rj 2-634 9'-0" CN 134_® 2-6 -'r JL WOOD SLAT CEILING WITH NON -COMB BACKING. BLACK CONCEALERS BELOW e 0' 5' 1 0' 15' FIRESHIELDTOS 20' 0 REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME FO S TE HIGH S C H 3 0 L AND ADDITION 4242 SOUTH 144TH STREET TUKWILA WA 98168 ' G BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW= FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN (WELD) GOL = GROOVE-0—LET WELD FLG =FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U—HOOK #10 TOP BM C—CLMP, STRAP *4 -GROOVED FITTING OR COUP. 3 THREADED CAP FITTING 1 COVER GENERAL NOTES, DETAILS, SITE PLAN 1 OF 11 centlA46476===sv #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 2—WAY EARTHQUAKE BRACE Da BUTTERFLY VALVE 2 AREA A 1ST FLR AREA A 1ST FLOOR 2 OF 11 a 1MODERNIZATION s e e i%" 3 AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 RobertMaren Q660.028$.0 �� #3 CELL FLANGE 1/4 LAGS #12 SIDE BEAM BRACKET LAT BRACE +LONG BRACE > CHECK VALVE 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 11 F'•= etd.Inc. #4 EYE ROD FASTENER & RING #13 SHORT STRAP C 0 RISERS / CHANGE IN ELEV 4 FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 F' 024 5 6 AREA C&D 1ST FLR AREA C&D 1ST FLOOR 6 OF 11 = e@tee®®60012110 I RE -.S.- F [RE5;N1lE L 0 ?� u4'S?S?X' #5 U—BOLT (PER DETAILS) #14 EYE NUT,ROD,RING GENERAL HANGER LOCATION CQD FIRE HYDRANT 66?S& M 7 AREA C&D 2ND FLR AREA C&D 2ND FLOOR 7 OF 11 ®@®OO .12020. 0: DRAWING TITLE AREA A — 2ND FLOOR REEL CEIL & PIPING PLAN 253-851-0030 Fax: 253-851-9782 P.0.80Xz389 Gig Harbor, WA 98335 .nreshieldinc.com commta.my.nacwoun "o SCALE 1I®� '1 O #6 KWIK BOLT,ROD COUP, R&R #15 SAMMY SCREWS UNION 4 FLOW SWITCH 8 AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 9 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 9 OF 11 # 7 POWER DRIVEN STUD, R & R # 16 WOOD JOIST CLAMP O WET SYSTEM RISER e '' SPRINKLERS SEE COVER ( ) 10 AREA G AREA G 10 OF 11 O #8 TOGGLE NUT, ROD & RING #17 0 DRY SYSTEM RISER 11 AREA J AREA J 11 OF 11 APPROVALS 0 CITY OF TUKWILA OTHER❑ DATE 01/19 CONTRACT 3340 DWG NAME 3340 CONTACT: ANDREW MOREN TEL: (253) 851-0030 FIRESHIELD INC 5202 OLYMPIC DRIVE NW STE201 WA 98335 #9 REG C—CLAMP, RETAIN STRAP #18 *0 BALL VALVE RAWN BY MOREN SCALE 1/8"=1-0 DRW 3 OF 1 1 WA STAT LICENCE #: FIRESI*024CSR, OUTDOOR COURTYARD 1 REF ECT CED PI AN KEY PLAN 0 0 EXISTING 0 0 CS: ORDINA .15/900 TYCO ECO 6x16 39G STEM DE 496.7 G INCL 250 , K=11. = MEGAFL LCS "C33 CLASSROOM#139 Y HAZARD GP.1 QR SQ.FT. REC PEND M 12.1PSI ND AT SOURCE= AT 63.1 PSI PM HOSE OUTDOOR COURTYARD B2} 1 ?OPDNG PLAN 5' 10' 15' 20' SCALE 1/ "4-0 FIRESHIELD REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW= FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON= UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN GOL = GROOVE—O—LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U—HOOK #10 TOP BM C—CLMP, STRAP GROOVED FITTING OR COUP. 3 THREADED CAP FITTING DRAWING NAME DRAWING CONTENTS DRAWING # STAMP 1 COVER GENERAL NOTES, DETAILS, SITE PLAN #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 2—WAY EARTHQUAKE BRACE D4 BUTTERFLY VALVE 2 AREA A 1ST FLR AREA A 1ST FLOOR 1 OF 11 2 OF 11 #3 CEIL FLANGE, 1/4" LAGS #12 SIDE BEAM BRACKET LAT BRACE + LONG BRACE CHECK VALVE 3 AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 4 AREA B 1ST FLR AREA B 1ST FLOOR #4 EYE ROD, FASTENER & RING #13 SHORT STRAP C o RISERS / CHANGE IN ELEV FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 4 OF 11 5 OF 11 #5 U—BOLT (PER DETAILS) #14 EYE NUT,ROD,RING GENERAL HANGER LOCATION FIRE HYDRANT 6 AREA C&D 1ST FLR 7 AREA C&D 2ND FLR AREA C&D 1ST FLOOR AREA C&D 2ND FLOOR 6 OF 11 7 OF 11 #6 KWIK BOLT,ROD COUP, R&R #15 SAMMY SCREWS UNION FLOW SWITCH 8 AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 #7 POWER DRIVEN STUD, R & R #16 WOOD JOIST CLAMP WET SYSTEM RISER ®o G SPRINKLERS (SEE COVER) 9 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 9 OF 11 10 AREA G AREA G 10 OF 11 WAMWEITON cs8TWlCAtia OC car . raiiaa Robert Moren 0680-0298-C Level 3 Fi eId. nc ]0eeeseseesen PROJECT NAME FOSTER IGH SCH O 3L MODERNIZATION AND ADDITION 4242 SOUTH 144TH STREET TUKWILA, WA 98168 a sesseeessssesse: DRAWING TITLE AREA B - 1ST FLOOR REFL CEIL & PIPING PLAN 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieldinc.com contractors rep s fRES:•02401 #8 TOGGLE NUT, ROD & RING #17 0 DRY SYSTEM RISER 11 AREA J AREA J 11 OF 11 #9 REG C—CLAMP, RETAIN STRAP #18 +-o BALL VALVE APPROVALS ❑ CITY OF TUKWILA ❑ ARCH ❑ OTHER DATE 01/19 CONTRACT 3340 DWG NAME DRAWN BY MOREN SCALE 1/8"=1-0 3340 DRW # 4 OF 11 CONTACT: ANDREW MOREN FIRESHIELD INC TEL: (253) 851-0030 5202 OLYMPIC DRIVE NW STE201 FAX: (253)851-9782 GIG HARBOR, WA 98335 WA STATLICENCE #: FI13ESI*024C5 REF EC CELDNG .PIAN / —4 h IW AFF=9t8q `V 1 b—is W—`� W `° 206 241 C3 10'-0" W—b 9-10M 134 —11 cam. co a ST4 mC6 11'-2" WOOD SLAT CEILING WITH NON—COMB BACKING. BLACK CONCEALERS BELOW 240 3 2 9-1034 C2 9'-0" G.sa N' T _ ) 0 CD 4 0 —'� 5m 1-1 1-6C2 6 9'-0" 34 134 N j) �2-634 C 134 C._ 0 N 134 AFF=9-812-6 N u-) D4� KEY PLAN 207 C3 9'-2" C4 10'-0" C2 a 9'-0' WOOD SLAT CEILING WITH NON—COMB BACKING. BLACK CONCEALERS BELOW C3 CA B2 pPNG 0 p AN CALCS: CLASSROOM#237 ORDINARY HAZARD GP.1 .15/900 QR SQ.FT. (946) GLOBE QR REC PEND SYSTEM DEMAND AT SOURCE= 402.3 GPM AT 71.5 PSI INCL 250GPM HOSE C=120, K=5.6 PIPE = MEGAFLOW, SCH.40 SEE CALCS "C3340B" 0' 5' 10' 15' 20' SCALE 1/ ".1-0 FIRESHIELD 0 G REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN GOL = GROOVE—O—LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U— HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #10 TOP BM C-CLMP, STRAP . .- GROOVED FITTING OR COUP. THREADED CAP FITTING DRAWING NAME DRAWING CONTENTS DRAWING # STAMP • m WASINNETON =TX CBRTETICATE OF CONFETINICT E. FIRE PROTECTION SPRINKLER STET= 1 Robert Maren s 066041298-C t.evel3• Fir . Inc. F I', . '02445' 1 COVER GENERAL NOTES, DETAILS, SITE PLAN 1 OF 11 #11 TRAPEZE (SEE DETAIL) #12 SIDE BEAM BRACKET 2 -WAY EARTHQUAKE BRACE D1 BUTTERFLY VALVE 2 AREA A 1ST FLR AREA A 1ST FLOOR LAT BRACE + LONG BRACE CHECK VALVE 3 AREA A 2ND FLR AREA A 2ND FLOOR 4 AREA B 1ST FLR AREA B 1ST FLOOR #4 EYE ROD, FASTENER & RING #13 SHORT STRAP C 0 RISERS / CHANGE IN ELEV FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR #5 U -BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #14 EYE NUT,ROD,RING #15 SAMMY SCREWS GENERAL HANGER LOCATION 00 UNION FIRE HYDRANT FLOW SWITCH 6 AREA C&D 1ST FLR 7 AREA C&D 2ND FLR 8 AREA E&F 1ST FLR AREA C&D 1ST FLOOR AREA C&D 2ND FLOOR AREA E&F 1ST FLOOR 2 OF 11 3 OF 11 4 OF 11 5 OF 11 6 OF 11 7 OF 11 8 OF 11 f f #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #16 WOOD JOIST CLAMP #17 A O #9 REG C -CLAMP, RETAIN STRAP #18 +-o WET SYSTEM RISER DRY SYSTEM RISER BALL VALVE 60® SPRINKLERS (SEE COVER) 9 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 10 AREA G 11 AREA J AREA G AREA J 9 OF 11 10 OF 11 11 OF 11 AMMOO@®OA®@®O®®®9QO APPROVALS ❑ CITY OF TUKWILA ❑ ARCH ❑ OTHER OO@ PROJECT NAME FOSTER HIGH SCH3OL MODERNIZATION AND ADDITION 4242 SOUTH TUKWILA, WA DRAWING TITLE AREA B — REFL CEIL DATE 01/19 144TH STREET 98168 2ND FLOOR 8c PIPING PLAN CONTRACT 3340 DWG NAME DRAWN BY MOREN SCALE 1/8"=1-0 3340 DRW # 5 OF 11 CONTACT: ANDREW MOREN TEL: (253) 851-0030 FAX: 253 851-9782 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieldinc.com contractors rep s FIRF32•p24C3 FIRESHIELD INC 5202 OLYMPIC DRIVE NW STE201 GIG HARBOR, WA 98335 ESI*024C5 1. EXISTING CANOPY ." :: III III I I � NO CHANGES IN METRAFLEX F I REVOOP re N 0"� ° 4 11 AFF=1 1 I 3� _ •_1� ' C2 NEW WALLS AND 9'-0" CEILINGS IN THESE -_ /I /1 I 44 II� ' 1 C 134 ° 1 5 :: oo C3 SEISMIC ASSEMBLIES �' •lli ' OPEN T•� •�'• E ' `� © f ROOMS - RELOC JE C)° sOOQ "° p= ® EXISTING SPRINKLERS;. 146 C3 t 1 9-5 9 - 2 9-7 ; �1-•�8^ - �' °' e ' �' 9 -2 '1 O A'' -1 0-8� O Q Y�J Q AS NECESSARY ® o 9'-2" 0 I I 11 �_ . 1 a e ■• in `L Il� � lk t , •� 11... 1,-. nco BOD=2 �•+ 1���i= �iL 116 ° \ `` n,T�, m C2 00 0o AFF=1 1 �� I II. AD _' III D -Y SYS II LI II -14 �tar ,� _,�n..ir,� �la�.�� 1 0174 134 m i • �, `�/ �. ° t s .� ST FLR • I STII NG RISER TO RE • i i.l 14 ( I , �...:•„ 7 : y , 8 2 -9.•I1 134 ,� -i®- II / NEW TO BE %'OUTED 1 147 - ° 1' I NES /' /1 3>4 OP: TO TYPICAL EXISTING CLASSRO•. OVER TO CONNECT I NS TO ° II TIL NEW RISE ° S ARE o ;,. G5 �..' C3 ► C3. lit' _ _ AB• E CEILING GRID REMAINS, DI' - TOP OF EXISTING EXISTING > 2M' •IMMISSIONED. g'_2" ° o © ■■ IS REPLACED, 2x2 LIGHTS (REMOVED) RISERS 1ST FLOOR SUPPLY 129 o meg' C1B g,-012„ 9'-2" ' �I M I 117 REPLACE 2x4 LIGHTS C2 j _ 2" 1 II 01 I► 114 WO D SLAT E I L 1 NG N TH ,h /� 1 1 36 (RECONFIGURED). STANDARD 1 ° � ° 148A 1I• C� i NO -COMB B CK I NG . II 7_6 2_1 1 ``) RESPONSE SPRINKLERS ARE 128 . �j� C2 I REPLACED WITH 2O0DEG QR I' • , , o C3 -' a 0 V9 9' 0 BLACK CONCEALERS BE OW -2 ,� ,� 141 : MATCHING SPRINKLERS. ► T g, _ 2�� ? Q �. C2 9 - 2`r ,� co I I 9'-' EXISTING a ' Q ■■ I C2 ° ° ° - ° \ 1►i ! 1 �I1X M N o C2 9'-0" c, c: .► _ 1 � 1X 1 X M 1 1— J t1 - o �9'-2" C 1 B o cn 1:04 icE[ 11• 8 7-874 0-1 1 -34 C2 :- -0 - C2 11'-4" / 0-5x 0-574 - 2„ o a . _ Iii 127A v 12 rJ4 a QIIc3 — 0 w a Z lit \ ,_ E .1 BOD=2 34 .,./...°} A W EXISTING wo / / / / 11 �I AFF=11 ' 3 ILIL� ® ® _ o oin 0 © ® 0 rn \ c »»««» c lif , , — 7� C1B z WALLS REMOVED - CONFIRM I 6 9 2 '! G3 ° v~i EXISTING SPRINKLER I 684. 2 \� \\,' x z_ COVERAGE ACCEPTABLE �' _ w / / 148 , �` .;. :::•:.. •...' - 9' 2" ° / RELOCATE NECESSARY W L'' o C3 , 127 ° liili V - 2" '� �- $,6 *.. ®1 m\9_. AW L�- I C2 C2 ° �• ,\ !k- rn • (� C1 B . , :.....:.:... .:., \ \ •I I EXISTING _ �. I •--SQ-' c,� C2 ® F - 0 �� ' X -X"41 C2 NEW WALLS - CONFIRM 1 o „ HEAD LOCATIONS 0 C1B -- ala, D I SCONNE� , __\ ... KEY PLAN I SER T• s1 • - k rn OUTDOOR COU"TYARD _ ' JF• \ i— �.Oa •CAT ION�� Ili \ - 5� N'M0 IL Vail" NA AF EXISTING 17:c IIIIIIPW < *I.= \ C1B v) w �� �9C3 ®g,-2" 0 (±5_ r 17 W - "`o � s o C2 w -o CD 0 z 150 Jam, < e W \\0 �»»' �`h = I `. •: g�m� �.3 \g' 90 i 126I.......I_m: `; - r .A 2' 9'- C1 B„ 1 1 �I cc 0 6 8 6101_,COC2 1[ [I c�\ / 0 °—_ - X WALLS REMOVED - CONFIRM �p / '' j �� [In - C3 EXIST NG 123B C3 ° C2 I N -x z 0 EXISTING COVERAGE SPRINKLER IS ACCEPTABLE. I�� Q G/� °• 9' - 2, 0 �` 1- 9'1E RELOCATE AS NECESSARY. C A so —V -2"C2 / X°I STING / 0 7 ° / ° a I� /! raillo AG^I — .F _- .. - o I - FF C2 0 ° 0 ‹) ,r ,sk _____,„ . 0 1 /...., ca a II 1 I 14 cn EXISTING SPRINKLERKI 0 ® � 67� �' 5�E 122 I 1 �- C2 C3 w z o COVERAGE IS ACCEPTABLE. 9' - 2" „�� �. \ 9' t \S�� C3 ®2 RELOCATE AS NECESSARY . I `�, ( � 0 EXISTING \/ / PC' �\ 9' - 2" N C1 B ..0_911132., o ° ° �° 140 Q �O � .. . ��° 140A �• 2' I' ° ISTING orp O ., ,� 9'-2 zIF �� C3 0 ���� ° \ , 1ST FI 123 Cn X Ii ;;, 9 - 0 1/2 ®- C2 ® CI z �� I 0 11 U.1 I� _ �� I \ 1 0o 115 C3 •WOOD NON SLAT CEILING -COMB BACKING. iTH 0 F- o 0 A o C, ° E� �� .`. i/ 0---<- � ` 2, g, _ 2., BLACK CONCEALERS BE I OW C1 B x z w - 151 o ° o o i"s\/ © •�� O �� '� 9 - 2 C3 I/ I/ / '163 ` ® 1 /�/ :1-2— C2 9 -0" V /s� AH ,, p C2 ° 00 (I o C2 9' _ 2., /159' 1 0 , ; 9 0 C1B / o � ° ® Wig, - 2„ ° C3 © ®C3 EX I NG 0a �� ii �� _1 /\/��/\ � 121 1 4 ° - 9 2" II �I / I. 162 <I> ° 154 / mei i C1A C3 9'-2" 9'-2" 123 „_ ��..�:, .. 9'- 2" ' - 2" C3 C1 B ° ISTING „p 157 o ° rl 0 `,\/ d I' / ° 9'-'2" _ ,� 153 165 , fr ° � o - C3 ����' EXIS�ING ./4- a -° ° o o E' � l/ 0 !\7160 ° / ( / ° \ o9,_ 166 • ` E� � 1+ /n� u� j 158. EXISTI ./► . T ��. ,,.....401°1�� 1 � %� 1 � 101_,11 EX ° Al , + EX I S� \.:401-1/ 09F_ 124 c C2 = 164 / C1A g� -2" v 0 167 \ C3 V/ o < g�n w / Ilk 0 0 4— C3 ► AJ .- cc \11�� <I, 115 C3„ IIJI EXISTING 1 O o �, \/ W 9'-2'®WALL �\/// REMOV'n / �V� ! �% COX 9 -2 li ° 156 / 1\\ CONFIRM LAYOU n / / EXISTING o �.� \/ lug 0 - _. / C3 — z - C3 ` o ° J ° EX EXISTING” N 0 +� NEW A �� C IL NG 4� 0 I o `� ®� _ z x z w _ 1000T . THIS AREA . ,:%%� •>,. TYPICAL EXISTING CLASSROOM - 120 cn I 125 HEADS c F OF CEILING GRID REMAINS, DIFFUSER N o CIA , _ o ISTING OU , ° X68 IS REPLACED, 2x2 LIGHTS I11 C3 z 0 0 9' _ 2" a ... \� C3 REPLACE 2x4 LIGHTS I1 ° / / 9' -2" F ° ° 0 ° ° C3 g, _ 2„ -'�� � (RECONFIGURED). STANDARD - ■ EXISTING '�' 0 9'2 EXISTING RESPONSE SPRINKLERS ARE o ° � o x r'-' cn v � REPLACED WITH 2O0DEG QR EXISTING � ° o ,� ( �® 1> Q nil A8 MATCHING SPR INKLERS.o r -� ►� o /0 '//.4 169 co] I EXISTING 11 s Eo ,\ ' 3 \/ 5✓J _ / � � •� ® © ° �cF /\ gC2., EXISTING/14 p �� 'V - 74 i sq�,�s / ,� Ir�1 '' Q Al - Z. AK- _ _ • ��- I I ! OUTDOOR COURTYARD EX - 9'02„ / /I 109 ® C2 = ELEV ` 114 \ C3 , I C3 C3 1159„HI_ A.F. . C6 o� EXISTIN�'�l/ A6 A7 9'-2" 0 ,_ IP o N ra EXISTING SYSTEM - ® 9' -2” \., "' - "" ., WOOD SLAT CEILING WITH NEW ROOM LAYOUT. L 110 t` I ", NON -COMB BACKING. ADD AND RELOCATE /- / / ' C2 I W� \ ,� `►r'�� BLACK DROPS AS NECESSARY li►` �4 _ 1l 9 -� iir %�� OPEN CONCEALERS BELOW �`� ..,�,,,� I�I•�uv.la,� T� ABOVE „„ i '•' 4,4i1 41 • - ‘ 111 . 9 ° .. maimms mmommmu . n 9'_2„/ J 1070 112aAar, e \ C3 ' C3 111 C 1116 E X I ' T G --- `. ® I �m�. 9s ��ti------__-- 1- ��► \� - ) 7 , C2 _ • S ° g' -2p° `u.;; � 1AL 9' - 2" 9 - 2 I -E---] �� .., s ��,�`- _ AtidlltelL3 7 .1 , rfl , vu f■1•MEMi1 - - I Er A,. ��_1 uarrir1s11=1 1/ 11- jp\ 0�0/// j Lu . .: �"�/ - - , 0 % of REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME BOJ =BOTTOM OF JOIST ATR =ALL THREAD ROD #1 U -HOOK #10 TOP BM C-CLMP, STRAP -13-4 GROOVED FITTING OR COUP. B THREADED CAP FITTING 1 COVER GENERAL NOTES, DETAILS, SITE PLAN 1 OF 11 F0 S TE HIGH SCHOOL ,�c>l:c BB = BOTTOM OF BEAM CSR = COACH SCREW ROD #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 2 -WAY EARTHQUAKE BRACE D4 BUTTERFLY VALVE 2 AREA A 1ST FLR AREA A 1ST FLOOR 2 OF 11 • ' c BOD = BOTTOM OF DECK TOE = THREAD ONE END 3 AREA A 2ND FLR AREA A 2ND FLOOR , MODERNIZATION AND ADDITION TOB = TOP OF BEAM 3 OF 11 Lev13-• • TOS = TOP OF STEEL TBE = THREAD BOTH ENDS1/4"0660-0298-C TxG = THREAD BY GROOVE #3 CEIL FLANGE, LAGS #12 SIDE BEAM BRACKET LAT BRACE +LONG BRACE > CHECK VALVE 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 11 F'-,aid,inc. g Q FIRESHIELD 0' 5' 10' 15' 20' AFF = ABOVE FINISH FLOOR FxG = FLANGE BY GROOVE #4 EYE ROD, FASTENER & RING #13 SHORT STRAP C 0 RISERS / CHANGE IN ELEV 4`' FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 F - '024 5 I 4242 SOUTH 144TH STREET 6 AREA C&D 1ST FLR AREA C&D 1ST FLOOR ' V 1 TUKWILA, WA 98168 Z Z FOW= FACE OF WALL GG = GROOVE x GROOVE 6 OF 11 ° ,E= -S HIIIE L D �x�4Xx�xx 99(299( NTS = NOT TO SCALE PP POLISHED POLISHED #5 U -BOLT (PER DETAILS) #14 EYE NUT,ROD,RING GENERAL HANGER LOCATION cOD FIRE HYDRANT 7 AREA C&D 2ND FLR AREA C&D 2ND FLOOR 7 OF 11 6 = x ,121Dees .,,, ,,, m�.,QAlM@®ge130g®tS@®•Q DRAWING TITLE 253-851-0030 ,.p (>E PRV = PRESSURE RED. VALVE BL = BRANCHLINE #6 KWIK BOLT,ROD COUP, R&R #15 SAMMY SCREWS UNION FLOW SWITCH 8 AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 AREA CBcD 1ST FLOOR Fax: 253-851-9782 P.O.BOX2389 SCALE:1/ =1-O .I 0 RM = ROOF MANIFOLD XM = CROSSMAIN 9 AREA E&F 2ND FLR AREA E&F 2ND — FLOOR 9 OF 11 Gig Harbor, WA 98335 OIC Z SP = STANDPIPE GOL = GROOVE -O -LET (WELD) #7 POWER DRIVEN STUD, R & R #16 WOOD JOIST CLAMP A WET SYSTEM RISER °p' SPRINKLERS (SEE COVER) 10 AREA G AREA G 10 of 11 RENOVATION PLAN www.fior.reshleldinc.com NIC = NOT IN CONTRACT FLG =FLANGE #8 TOGGLE NUT, ROD & RING #17 OO DRY SYSTEM RISER 11 AREA J AREA J 11 OF 11 APPROVALS DATE CONTRACT DWG NAME CONTACT: ANDREW MOREN FIRESHIELD INC DO = DITTO B2B = BACK TO BACK ❑ CITY OF TUKWILA 01/19 3340 3340 TEL: (253) 851-0030 5202 OLYMPIC DRIVE MNSTE201 UON = UNLESS OTHERWISE NOTED BL REST = BL RESTRAINT DRAWN BY FAX: 851-9782 GIG HARBOR, REG C -CLAMP, RETAIN STRAP #18 +-0 BALL VALVE 0 R SCALE "=1-0 DRW # (253) WA 98335 OTHER MOREN 1/8 6 OF 1 1 WA STATE LICENCE #• FIRESI*024C5 c3+ • 'NON -COMB BACKING. N �. .. SEISMIC ASSEMBLIES AFF=9-K 134 134 TYPICAL EXISTING CLASSROOM - CEILING GRID REMAINS, DIFFUSER IS REPLACED, 2x2 LIGHTS REPLACE 2x4 LIGHTS (RECONFIGURED). STANDARD RESPONSE SPRINKLERS ARE REPLACED WITH 2O0DEG QR SEMI -RECESSED SPRINKLERS. 227 0 C3 9'y Ate - WALL REMOVED IN/THIS RO CONFIRM EXISTING HEAD LOCATIONS &ND RELOCATE AS NECESSARY MOVE EXISTING 2.5"RISER SUPPLY 7yrr0 NEW WACC�' AFTER I TING / ROOM/WALL IS DEMO'D. C3 9'-2" 0 A.F.F. 244 134 134 10-1 i N I 134 $ 134 2-8 9-1034 co IAFF=9-M WOOD SLAT CE NON -COMB BAC BLACK CONCEI 9' - 2" 244B c4] 6 934 0 C2II GI EXISTING EXISTING 9'-0" N 0 m 7-1034 2-5)11-1 1 6C2 6 134 N 9'-0" e- 0 225 C3 or [Lp. WOOD SLAT CEILING WI ..H NON -COMB BACKING. 0 BLACK CONCEIALERS BEL W • EX I 1ST REM EXISTING XISTING EXISTING ROSSMAI RELOCATED 2.5' SUPPLY FROM or [I 11= z OPEN COURT ARD 0 0 RELOCATE AND REPLACE EXISTING HEADS TO 0 ACCOMODATE NEW WALL AND CEILINGS EXISTING C3 9'-2" A.F.F. KEY PLAN WQOD SLAT CEILING WITH NON -COMB BAKING. BLACK CONCE LERS BE 0 0 MDF ROOM 200A EXISTING FM 200 SYSTEM FOR THIS ROOM TO BE SUBMITTE SEPARAT,ELY r TE EXISTING S NE ARY WA LLQ RELOCATE A D ITEPLACE ADS TO ACCOMODATE NEW WALLS AND CEILINGS LIBRARY 200 KC3 • 9'-2" o A.F.F. NO CHANGES TO THE SYSTEM IN THIS ROOM 207 —_ _ C3 9'_2" o 0 9'-0" r' A.F.F. A.F.F. CONF I SPRINKLERS THIS FIOM - UNAFFESTED MINOR eHA� 200 0 C3 9' - 2" A.F.F. CONFIRM EXISTING SPRINKLERS IN THIS-79OM ARE ©UNAFFECTED BY MINOR CHANGES L WOOD S AT CEILING WITH NON -COMB BACKING. BLACK CONCEALERS BELOW EXISTING C3 TYPICAL EXISTING CLASSROOM - CEILING GRID REMAINS, DIFFUSER IS REPLACED, 2x2 LIGHTS REPLACE 2x4 LIGHTS (RECONFIGURED). STANDARD RESPONSE SPRINKLERS ARE REPLACED WITH 2O0DEG QR MATCHING SPRINKLERS. AK EXISTING 221 C1A e 9'-2" A.F.F. EXISTING 201E�II 0�+S ®,-2' A.F.F EX I ST I 201A C1B K9' C2 F.F. EXIST A8 EXISTING 2.!"HOSE VALVE REMOVED ANC! PIPING EXTENDED TCI SUPPLY °NEWI 2ND FLR AREA E. EXISTING 214 C3 9'-2" 0 0 205 CIA 111.0" A.F.F. M EXISTING LERS IN OOM ARE CTED BY CHANGES C9' A.F.F. WALLS MOVED I EXISTIHE 0 AND RECEN UPDATED 4v1 A7 SPACING IN D. RELOCATE AND REPLACE EXISTING HEADS TO ACCOMODATE NEW WOOD CEILING FEATURE W/NON COMB BACKING. NO COVERAGE ABOVE WOOD CEILING. RENOVA" A` J oON P.A MIC ASSE ,A 9m FIRESHIELD 0' 5' 10' 15' 20' 0 0 0 HANGER LEGEND a 218 o V o a 0 0 STAMP PROJECT NAME F 0 S TE MODERNIZATION 4242 SOUTH TUKWILA, WA H AND 144TH 98168 I G STREET ADDITION SCHOOL jlRLIIIIL _ ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS3 TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG =GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE#6 XM = CROSSMAIN GOL = GROOVE—O—LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT EXISTING ( *-03- GROOVED` FITTING OR COUP. B THREADED CAP FITTING A.F.F. o 1 OF 11 commeAsBo e ® #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 7 2 -WAY EARTHQUAKE BRACE IX rx 2 AREA A 1ST FLR iI Ell' 7 0 o 0 0 Z17 0 C3z 0 I- 0 0 0 1 _ • "z AREA B 1ST FLOOR 4 OF 11 Fir aid, Inc. F 024 5 EXISTIrdG 9217 9'-2" A.F.F. #4 EYE ROD FASTENER & RING ' #13 SHORT STRAP C 0 RISERS / CHANGE IN ELEV < FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 6 AREA C&D 1ST FLR AREA C&D 1ST FLOOR 6 OF 11`►_�" D WQOD SLAT CEILING WITH NON -COMB BAKING. BLACK CONCE LERS BE 0 0 MDF ROOM 200A EXISTING FM 200 SYSTEM FOR THIS ROOM TO BE SUBMITTE SEPARAT,ELY r TE EXISTING S NE ARY WA LLQ RELOCATE A D ITEPLACE ADS TO ACCOMODATE NEW WALLS AND CEILINGS LIBRARY 200 KC3 • 9'-2" o A.F.F. NO CHANGES TO THE SYSTEM IN THIS ROOM 207 —_ _ C3 9'_2" o 0 9'-0" r' A.F.F. A.F.F. CONF I SPRINKLERS THIS FIOM - UNAFFESTED MINOR eHA� 200 0 C3 9' - 2" A.F.F. CONFIRM EXISTING SPRINKLERS IN THIS-79OM ARE ©UNAFFECTED BY MINOR CHANGES L WOOD S AT CEILING WITH NON -COMB BACKING. BLACK CONCEALERS BELOW EXISTING C3 TYPICAL EXISTING CLASSROOM - CEILING GRID REMAINS, DIFFUSER IS REPLACED, 2x2 LIGHTS REPLACE 2x4 LIGHTS (RECONFIGURED). STANDARD RESPONSE SPRINKLERS ARE REPLACED WITH 2O0DEG QR MATCHING SPRINKLERS. AK EXISTING 221 C1A e 9'-2" A.F.F. EXISTING 201E�II 0�+S ®,-2' A.F.F EX I ST I 201A C1B K9' C2 F.F. EXIST A8 EXISTING 2.!"HOSE VALVE REMOVED ANC! PIPING EXTENDED TCI SUPPLY °NEWI 2ND FLR AREA E. EXISTING 214 C3 9'-2" 0 0 205 CIA 111.0" A.F.F. M EXISTING LERS IN OOM ARE CTED BY CHANGES C9' A.F.F. WALLS MOVED I EXISTIHE 0 AND RECEN UPDATED 4v1 A7 SPACING IN D. RELOCATE AND REPLACE EXISTING HEADS TO ACCOMODATE NEW WOOD CEILING FEATURE W/NON COMB BACKING. NO COVERAGE ABOVE WOOD CEILING. RENOVA" A` J oON P.A MIC ASSE ,A 9m FIRESHIELD 0' 5' 10' 15' 20' REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME F 0 S TE MODERNIZATION 4242 SOUTH TUKWILA, WA H AND 144TH 98168 I G STREET ADDITION SCHOOL jlRLIIIIL BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR = FACE OF WALL NTS = NOT TO SCALE = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS3 TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG =GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE#6 XM = CROSSMAIN GOL = GROOVE—O—LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U -HOOK #10 TOP BM C-CLMP, STRAP *-03- GROOVED` FITTING OR COUP. B THREADED CAP FITTING 1 COVER GENERAL NOTES, DETAILS, SITE PLAN 1 OF 11 commeAsBo e ® #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 2 -WAY EARTHQUAKE BRACE IX BUTTERFLY VALVE 2 AREA A 1ST FLR AREA A 1ST FLOOR 2 OF 11 Rct>BatMore�, g 0880.02984 Level 3- AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 #3 CEIL FLANGE, LAGS 1/4"#12 SIDE BEAM BRACKET LAT BRACE + LONG BRACE > CHECK VALVE 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 11 Fir aid, Inc. F 024 5 " c ' #4 EYE ROD FASTENER & RING ' #13 SHORT STRAP C 0 RISERS / CHANGE IN ELEV < FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 6 AREA C&D 1ST FLR AREA C&D 1ST FLOOR 6 OF 11`►_�" D #5 U- BOLT (PER DETAILS) #14 EYE NUT,ROD,RING GENERAL HANGER LOCATION 00D FIRE HYDRANT OFOW 7 AREA C&D 2ND FLR AREA C&D 2ND FLOOR 7 OF 11 g@��®tee®... sUMBUBSOOMOSOI DRAWING TITLE AREA C&D — 2ND FLOOR RENOVATION PLAN CONTACT: ANDREW MOREN 253-851-0030 Fax 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieldine.cam cmtnctsrrs ma i nRESS•024C5 FIRESHIELD INC n {5 KWIK BOLT,ROD COUP, R&R #15 SAMMY SCREWS UNION FLOW SWITCH 8 AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 SCALE 1/;, 1 0 --11 10ZPRV 0 9 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 9 OF 11 #7 POWER DRIVEN STUD, R & R #16 WOOD JOIST CLAMP n /U\ WET SYSTEM RISER ®p'' SPRINKLERS (SEE COVER) Z 10 AREA G AREA G 10 OF 11 #8 TOGGLE NUT, ROD & RING #17 DO DRY SYSTEM RISER 11 AREA J AREA J 11 OF 11 APPROVALS El CITY OF TUKWILA 0 ARCH DATE 01/1 9 CONTRACT 3340 DWG NAME — 3340 TEL: (253) 851-0030 FAX: (253) 851-9782 5202 OLYMPIC DRIVE NWSTE201 GIG HARBOR, WA 98335 REG C -CLAMP, RETAIN STRAP #9# 18 i --o BALL VALVE DRAWN BY MOR EN SCALE 1 /8"=1-0 DRW # 7 OF 11 WA STATE LICENCE #• FIRESI_t024C5 I 108 C3 9'-2" OUTDOOR COURTYARD EX ELEV 112 C3 „l \ 111 C3 9'-2" 111C C2 ° 9'-2„ 113 C3 9'-2" P AS7 4 A C3 13'-6" 0 C6 9'-8" 100 1? AS7 2 AR7A C6 9'-8" 300A NEW OPEN TO ABOVE EXISTING OPEN TO ABOVE 300D C3 10'-0" KEY PLL'', III 107 ° C:3 111 C3 9'-2" 111B C2 9'..2" 1113B C2 9'-2" X °131 3 -7X1 -11X c4� WOOD SLAT CEILING WITH NON—COMB BACKING. BLACK CONCEALERS BELOW 1-8X0 1-4X1% 10-0 EXISTING SYSTEM — NEW ROOM LAYOUT. ADD AND RELOCATE DROPS AS NECESSARY POP: II II C2 9' - 2'0 30, C2 - 2" WOOD SLAT C NON—COMB BA BLACK CONCE ILING WITH ING. LERS BELOW 103 C3 13'-6" iST F ,R PHASE 2 AR C6 9'-8" ,' 300A NEW OPEN TO ABOVE REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME FIRESHIELD SCALL 1/ ;":4-0 BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN GOL = GROOVE—O—LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U—HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U—BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #11 TRAPEZE (SEE DETAIL) #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING #15 SAMMY SCREWS #16 WOOD JOIST CLAMP #8 TOGGLE NUT, ROD & RING #17 #9 REG C—CLAMP, RETAIN STRAP #18 2—WAY EARTHQUAKE BRACE LAT BRACE + LONG BRACE C O RISERS / CHANGE IN ELEV GENERAL HANGER LOCATION UNION A WET SYSTEM RISER OO DRY SYSTEM RISER +-o BALL VALVE THREADED CAP FITTING BUTTERFLY VALVE CHECK VALVE FIRE DEPT CONNECTION FIRE HYDRANT FLOW SWITCH SPRINKLERS (SEE COVER) 1 COVER 2 AREA A 1ST FLR 3 AREA A 2ND FLR 4 AREA B 1ST FLR 5 AREA B 2ND FLR 6 AREA C&D 1ST FLR 7 AREA C&D 2ND FLR 8 AREA E&F 1ST FLR 9 AREA E&F 2ND FLR 10 AREA G 11 AREA J GENERAL NOTES, DETAILS, SITE PLAN AREA A 1ST FLOOR AREA A 2ND FLOOR AREA B 1ST FLOOR AREA B 2ND FLOOR AREA C&D 1ST FLOOR 3 OF 11 4 OF 11 5 OF 11 6 OF 11 FOSTER HC- SCHOOL MODERNIZATION AND ADDITION AREA C&D 2ND FLOOR AREA E&F 1ST FLOOR 8 OF 11 AREA E&F 2ND FLOOR AREA G AREA J 10 OF 11 11 OF 11 4242 SOUTH 144TH STREET TUKWILA, WA 98168 DRAWING TITLE AREA E&F - 1ST FLOOR RENOVATION PLAN APPROVALS ❑ CITY OF TUKWILA ❑ ARCH ❑ OTHER CONTRACT DWG NAME DRAWN BY MOREN 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieldine.eom cantrscto,s,ag 9 PZUS '024c3 CONTACT: ANDREW MOREN FIRESH IELD INC TEL: (253) 851-0030 5202 OLYMPIC DRIVE NW STE201 FAX: (253) 851-9782 GIG HARBOR, WA 98335 WA STATE LICENCE #: FIRESI*02405 ' NEW ' -a . C 300C C3 .t10'-0" z S 300D C3 10'-0" 4 C3 10'-0" z AFF=11— AFF=11-1 u u uU \1U -If 1/ UU I1LU U u e NEW �T r, O; -L �\ , PO 3 -7X1 -11X c4� WOOD SLAT CEILING WITH NON—COMB BACKING. BLACK CONCEALERS BELOW 1-8X0 1-4X1% 10-0 EXISTING SYSTEM — NEW ROOM LAYOUT. ADD AND RELOCATE DROPS AS NECESSARY POP: II II C2 9' - 2'0 30, C2 - 2" WOOD SLAT C NON—COMB BA BLACK CONCE ILING WITH ING. LERS BELOW 103 C3 13'-6" iST F ,R PHASE 2 AR C6 9'-8" ,' 300A NEW OPEN TO ABOVE REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME FIRESHIELD SCALL 1/ ;":4-0 BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN GOL = GROOVE—O—LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U—HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U—BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #11 TRAPEZE (SEE DETAIL) #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING #15 SAMMY SCREWS #16 WOOD JOIST CLAMP #8 TOGGLE NUT, ROD & RING #17 #9 REG C—CLAMP, RETAIN STRAP #18 2—WAY EARTHQUAKE BRACE LAT BRACE + LONG BRACE C O RISERS / CHANGE IN ELEV GENERAL HANGER LOCATION UNION A WET SYSTEM RISER OO DRY SYSTEM RISER +-o BALL VALVE THREADED CAP FITTING BUTTERFLY VALVE CHECK VALVE FIRE DEPT CONNECTION FIRE HYDRANT FLOW SWITCH SPRINKLERS (SEE COVER) 1 COVER 2 AREA A 1ST FLR 3 AREA A 2ND FLR 4 AREA B 1ST FLR 5 AREA B 2ND FLR 6 AREA C&D 1ST FLR 7 AREA C&D 2ND FLR 8 AREA E&F 1ST FLR 9 AREA E&F 2ND FLR 10 AREA G 11 AREA J GENERAL NOTES, DETAILS, SITE PLAN AREA A 1ST FLOOR AREA A 2ND FLOOR AREA B 1ST FLOOR AREA B 2ND FLOOR AREA C&D 1ST FLOOR 3 OF 11 4 OF 11 5 OF 11 6 OF 11 FOSTER HC- SCHOOL MODERNIZATION AND ADDITION AREA C&D 2ND FLOOR AREA E&F 1ST FLOOR 8 OF 11 AREA E&F 2ND FLOOR AREA G AREA J 10 OF 11 11 OF 11 4242 SOUTH 144TH STREET TUKWILA, WA 98168 DRAWING TITLE AREA E&F - 1ST FLOOR RENOVATION PLAN APPROVALS ❑ CITY OF TUKWILA ❑ ARCH ❑ OTHER CONTRACT DWG NAME DRAWN BY MOREN 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieldine.eom cantrscto,s,ag 9 PZUS '024c3 CONTACT: ANDREW MOREN FIRESH IELD INC TEL: (253) 851-0030 5202 OLYMPIC DRIVE NW STE201 FAX: (253) 851-9782 GIG HARBOR, WA 98335 WA STATE LICENCE #: FIRESI*02405 0 0 0 0 0 7 0 II%/ II II 7 0 o .41:\ r" 202 C6 10'-6" 0 2ND F R n -N AM Q CV AN KEY PLAN f SEISMIC ASSEMBLY C2 9'-2" 212A WOOD SLAT CEILING WITH NON -COMB BACKING. BLACK CONCEALERS BELOW 215A C1B 9' - 2" A.F.F. P ASE 4 AREA F B8 B9J �1 KEY ELAN C6 24' - 3 5/8" COMMONS 300 C6 24'-35/ C6 24'-35/8" EXISTING SYSTEM WITH PENDENT HEADS IN DEMO'D GRID CEILING. CONFIRM UPRIGHT PROTECTION OFF OF EXISTING OUTLETS WITH NEW EXPOSED STRUCTURE. KEY PLAN C6 24' - 3 5/8" C6 24' - 3 5/8" CALCS: COMMONS#300 ORDINARY HAZARD GP.1 .15/1500 SQ.FT. (1538) GLOBE QR UPRIGHT SYSTEM DEMAND AT SOURCE= 485.4 GPM AT 72.8 PSI INCL 250GPM HOSE C=120, K=5.6 PIPE = MEGAFLOW SEE CALCS "C3340D" PUPONCsi P C6 24' - 3 5/8" ADD ECS AIR VENT AT HIGHEST POINT OF COMMONS PIPING. ECS UNIT DOES NOT REQUIRE DRA I N I NG. @' 5' 10 ' 15' 2@' FIRESHIELD �1 REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME FF 0 S TE MODERNIZATION 4242 SOUTH HIGH SCHOOL AND ADDITION 144TH STREET BOJ = BOTTOM OF JOIST ATR = ALL THREAD ROD #1 U—HOOK #10 TOP BM C—CLMP, STRAP *43- -- GROOVED FITTING OR COUP. 3 THREADED CAP FITTING 11 1 COVER GENERAL NOTES, DETAILS, SITE PLAN 1 OF 11 BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK CSR = COACH SCREW ROD TOE = THREAD ONE END #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) 2—WAY EARTHQUAKE BRACE D4 BUTTERFLY VALVE 2 AREA A 1ST FLR AREA A 1ST FLOOR 2 OF 11 C 3 AREA A 2ND FLR AREA A 2ND FLOOR 3 OF 11 0660.02 C Lsys13 e TOB = TOP OF BEAM TOS = TOP OF STEEL TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE °� #3 CEIL FLANGE, 1/4 LAGS #12 SIDE BEAM BRACKET LAT BRACE + LONG BRACE > CHECK VALVE 4 AREA B 1ST FLR AREA B 1ST FLOOR 4 OF 11 Inc. F - ��. E AFF = ABOVE FINISH FLOOR FxG = FLANGE BY GROOVE #4 EYE ROD, FASTENER & RING #13 SHORT STRAP C O RISERS / CHANGE IN ELEV < FIRE DEPT CONNECTION 5 AREA B 2ND FLR AREA B 2ND FLOOR 5 OF 11 6 AREA C&D 1ST FLR AREA C&D 1ST FLOOR 6 OF 11 (L" TUKWILA WA 98168 T -u ���{��In3��� D FOW = FACE OF WALL NTS = NOT TO SCALE GG = GROOVE x GROOVE PP = POLISHED x POLISHED #5 U -BOLT (PER DETAILS) #14 EYE NUT,ROD,RING GENERAL HANGER LOCATION FIRE HYDRANT Z 7 AREA C&D 2ND FLR AREA C&D 2ND FLOOR 7 OF 11 DRAWING TITLE AREA E&F - 2ND FLOOR RENOVATION PLAN 253-851-0030 Fax 253-851-9782 2382 Gig Harbor, WA 48335 '^^�conbactors rag ;�'^�, , .a�s•.�g�a�a..gA���A�� PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD BL = BRANCHLINE XM = CROSSMAIN #6 KWIK BOLT,ROD COUP, R&R #15 SAMMY SCREWS UNION FLOW SWITCHP.o.851 8 AREA E&F 1ST FLR AREA E&F 1ST FLOOR 8 OF 11 SCALE ®8"8�I-® �iI it QO 9 AREA E&F 2ND FLR AREA E&F 2ND FLOOR 9 OF 11 SP = STANDPIPE GOL = GROOVE—O—LET (WELD) #7 POWER DRIVEN STUD, R & R #16 WOOD JOIST CLAMP WET SYSTEM RISER op'' SPRINKLERS (SEE COVER) S Z 10 AREA G AREA G 10 OF 11 NIC = NOT IN CONTRACT DO = DITTO FLG = FLANGE B26 = BACK TO BACK #8 TOGGLE NUT, ROD 8c RING #17 O DRY SYSTEM RISER 11 AREA J AREA J 11 OF 11 APPROVALS 0 CITY OF TUKWILA 00 OTHER DATE CONTRACT DWG NAME CONTACT: ANDREW MOREN FIRESHIELD INC @1 /19 3340 3340 TEL: (253) 851-0030 5202 OLYMPIC DRWENWSTE201 UON = UNLESS OTHERWISE NOTED BL REST = BL RESTRAINT #9 REG C -CLAMP, RETAIN STRAP #18 �-o BALL VALVE DRAWN BY SCALE DRW # FAX: (253) 851-9782 GIG HARBOR, WA 98335 MOREN 1/8"=1-0 9 OF 11 WA STATE LICENCE #: EIIESI 024C5 I I KEY PLAN 0 •fr\ 119 C2 101-0"e ORDINA .15/900 TYCO ECO. 6x16 39G S STEM DE 496.7 G" 1 INCL 250 , K=11. = MEGAFL LCS "C33 CLASSROOM#139 Y HAZARD GP.1 QR SQ.FT. REC PEND M 12.1PSI ND AT SOURCE= M AT 63.1 PSI PM HOSE C=1 PIPE SEE C W, SCH.40 0E" NO CHANGES TO EXISTING SYSTEM IN THIS AREA j A9/ 2 EXISTING 6" WET RISERS TO REMAIN. NO CHANGES TO THE RISER ROOM. KEY PLAN DOR COURTYARD ADD ECS AIR VENT AT HIGHEST POINT OF STAGE PIPING. ECS UNIT DOES NOT REQUIRE DRAINING. NO CHANGES TO EXISTING SYSTEM IN THIS AREA NO CHANGES TO EXISTING SYSTEM IN THIS AREA NO CHANGES TO EXISTING SYSTEM IN THIS AREA 4 A' 336 NO CH EXIST IN TH GES TO YSTEM EA NO CHANGES TO EXISTING SYSTEM IN THIS AREA NO EXIS IN THI 313A OUTING 40 OUTH END EXISTING BARREL CEILING - NO WORK EXISTING BAR - NO WORK EL CEILING EXISTING OPEN TO ABOVE 300C C3 312A 13i �� 134 0'-0" 300D C3 10'-0" C1B 10'-2" 1: AFF=11 C3 1U-0" 11 EITHER 6N 12-4 R NOVAION P POTENTIAL LOCATION FO ALLOWS FOR IMPROVED GYM. HOWEVER, HYDRA WERE PERFORMED TO IN 4"EXISTING FEED (CURR UNKNOWN) ROUTED ON S EXISTING BUILDING ARO CEILING. EXACT MAIN NEED TO BE EITHER DE OWNER -PROVIDED AS-BUI CONSTRUCTION WHEN CER UNCOVERED. IN THE MEANTIME, CALC GYM IS ADEQUATELY SI LONGER ROUTE. NEW MAIN ATER FLOW IN LIC CALCULTIO LUDE 500 FT NT LOCATION UTH END OF ND THE BARRE CATION WILL AILED IN TS OR DURING AIN AREAS AR C3� e I BOD=1-2C c Li 13- GOto N 1 Q 6-5 rn Mi 1 3-5X 0-6 M hBOD=1-2C 0) I 0) 1. N PROVE THAT ED FOR THE HE co CO N REVISIONS ABBREVIATIONS HANGER LEGEND SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS DRAWING # STAMP PROJECT NAME 0' 5' 10' 15' 20' SCALE 1/; "E11-0 FIRESHIELD Oa BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP =POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN GOL = GROOVE -0 -LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U -HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U -BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #10 TOP BM C-CLMP, STRAP #11 TRAPEZE (SEE DETAIL) #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING #15 SAMMY SCREWS C 0 GROOVED FITTING OR COUP. 2 -WAY EARTHQUAKE BRACE LAT BRACE + LONG BRACE RISERS / CHANGE IN ELEV 7 D4 THREADED CAP FITTING BUTTERFLY VALVE CHECK VALVE FIRE DEPT CONNECTION GENERAL HANGER LOCATION GOD FIRE HYDRANT UNION FLOW SWITCH #16 WOOD JOIST CLAMP #17 A O #9 REG C -CLAMP, RETAIN STRAP #18 -HO WET SYSTEM RISER DRY SYSTEM RISER BALL VALVE ®0® SPRINKLERS (SEE COVER) 1 COVER 2 AREA A 1ST FLR 3 AREA A 2ND FLR 4 AREA B 1ST FLR 5 AREA B 2ND FLR 6 AREA C&D 1ST FLR 7 AREA C&D 2ND FLR 8 AREA E&F 1ST FLR 9 AREA E&F 2ND FLR 10 AREA G 11 AREA J GENERAL NOTES, DETAILS, SITE PLAN AREA A 1ST FLOOR AREA A 2ND FLOOR AREA B 1ST FLOOR AREA B 2ND FLOOR AREA C&D 1ST FLOOR AREA C&D 2ND FLOOR AREA E&F 1 ST FLOOR AREA E&F 2ND FLOOR AREA G AREA J 1 OF 11 2 OF 11 3 OF 11 4 OF 11 5 OF 11 6 OF 11 7 OF 11 8 OF 11 9 OF 11 GUMECATB OF COMMMMUM Robert Moren 0680-0298.0 Level 3 F eld, Inc. F 1'024 19113152111111112112 6121,4111,1121411:1111,11Wat 10 OF 11 11 OF 11 FOSTER IGH SCHOOL MODERNIZATION AND ADDITION 4242 SOUTH 144TH STREET TUKWILA, WA 98168 DRAWING TITLE AREA G RENOVATION PLAN APPROVALS o CITY OF TUKWILA o ARCH ❑ OTHER DATE DRAWN BY 01/19 MOREN CONTRACT 3340 SCALE 1/8"=1-0 DWG NAME 3340 DRW # 10 OF 11 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieidinc.com coaaaceon rep • nIESZ'0144:41 CONTACT: ANDREW MOREN FIRESHIELD INC TEL: (253) 851-0030 5202 OLYMPIC DRIVE NW STE201 FAX: (253) 851-9782 GIG HARBOR, WA 98335 WA STATE LICENCE #: FIRESI*024C5 ADD ECS AIR VENT AT HIGHEST POINT OF STAGE PIPING. ECS UNIT DOES NOT REQUIRE DRAINING. NO CHANGES TO EXISTING SYSTEM IN THIS AREA NO CHANGES TO EXISTING SYSTEM IN THIS AREA NO CHANGES TO EXISTING SYSTEM IN THIS AREA 3 TO (STEM ,EA NO CHANGES TO EXISTING SYSTEM IN THIS AREA EXTE SYST 313A C3.. OUTING OUTH END) EXISTING BARREL CEILING — NO WORK EXISTING BARREL CEILING — NO WORK w L_ z QUO i— o w z�m ow}- a_z�- PHAS II 312A o 73 1-10 33 8-10 10-8 1--( 1-6 9-2 21 1 AFF=11— EITHER OR W 300D C3 10'-0" =11-6 NEW POTENTIAL LOCATION FOR NEW MAIN ALLOWS FOR IMPROVED WATER FLOW IN NEW GYM. HOWEVER, HYDRAULIC CALCULTIONS WERE PERFORMED TO INCLUDE 500 FT OF A 4"EXISTING FEED (CURRENT LOCATION UNKNOWN) ROUTED ON SCUTH END OF EXISTING BUILDING AROJND THE BARREL CEILING. EXACT MAIN LOCATION WILL NEED TO BE EITHER DETAILED IN BOD=1 —2 OWNER—PROVIDED AS—BUI_TS OR DURING CONSTRUCTION WHEN CERTAIN AREAS AR UNCOVERED. IN THE MEANTIME, CALCS PROVE THAT HE GYM IS ADEQUATELY SIZED FOR THE LONGER ROUTE. 00 GYM 312 ADD HEAD GUARCS TO EXISTING HEADS. NO OT ER CHANGES TO EXISTING SYSTEv1 IN THIS AREA NO CHANGES T EXISTING SYS N TIIIS 0 TM BOD=1 —2 BOD=1-2� KEY PLAN y. :X I TING SYSTE CHANGE 337A CALCS: GYMNASIUM ORDINARY HAZARD GP.1 .15/1500 SQ.FT. GLOBE QR UPRIGHT SYSTEM DEMAND AT SOURCE= 488.5 GPM AT 64.1PSI INCL 250GPM HOSE C=120, K=5.6 PIPE = MEGAFLOW, SCH.40 SEE CALCS "C3340A" BOD=1-2q BOD=1-2q POTENTIAL ROUTING (SEE NORTH END) €1 (A ( PHASE 2 AREA RFNOVA 1oON P.AN REVISIONS ABBREV IATIONS HANGER LEGEND 0' 5' 10' 15' 20' FIRESHIELD SCALE.1I/ "21=O ac 0 z BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW = FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD CSR = COACH SCREW ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE FxG = FLANGE BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED BL = BRANCHLINE XM = CROSSMAIN GOL = GROOVE—O—LET (WELD) FLG = FLANGE B2B = BACK TO BACK BL REST = BL RESTRAINT #1 U -HOOK #10 TOP BM C-CLMP, STRAP #2 COACH SCREW ROD & RING #11 TRAPEZE (SEE DETAIL) #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U -BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #12 SIDE BEAM BRACKET #13 SHORT STRAP SYMBOL LEGEND DRAWING NAME DRAWING CONTENTS -44 GROOVED FITTING OR COUP. 3 THREADED CAP FITTING C 0 #14 EYE NUT,ROD,RING #15 SAMMY SCREWS 2 -WAY EARTHQUAKE BRACE LAT BRACE + LONG BRACE RISERS / CHANGE IN ELEV D1 BUTTERFLY VALVE CHECK VALVE GENERAL HANGER LOCATION FIRE DEPT CONNECTION FIRE HYDRANT UNION FLOW SWITCH #16 WOOD JOIST CLAMP A #17 #9 REG C -CLAMP, RETAIN STRAP #18 +-o WET SYSTEM RISER DRY SYSTEM RISER BALL VALVE ®O® SPRINKLERS (SEE COVER) 1 COVER 2 AREA A 1ST FLR 3 AREA A 2ND FLR 4 AREA B 1ST FLR 5 AREA B 2ND FLR 6 AREA C&D 1ST FLR 7 AREA C&D 2ND FLR 8 AREA E&F 1ST FLR 9 AREA E&F 2ND FLR 10 AREA G 11 AREA J GENERAL NOTES, DETAILS, SITE PLAN AREA A 1ST FLOOR AREA A 2ND FLOOR AREA B 1ST FLOOR AREA B 2ND FLOOR AREA C&D 1ST FLOOR AREA C&D 2ND FLOOR AREA E&F 1ST FLOOR AREA E&F 2ND FLOOR AREA G AREA J DRAWING # 1 OF 11 2 OF 11 3 OF 11 4 OF 11 5 OF 11 6 OF 11 7 OF 11 8 OF 11 9 OF 11 STAMP PROJECT NAME MIT CERTEICATO OF COUPETENCY . ' HA2 PROTBCTIOR SPRINKLER =am Robert Moren 0660-0298-C Level 3 'eId. Inc. *024e5 FOSTE HIGH SCHOOL MODERNIZATION AND ADDITION 4 10 OF 11 11 OF 11 4242 SOUTH 144TH STREET TUKWILA, WA 98168 DRAWING TITLE AREA J RENOVATION PLAN APPROVALS ❑ CITY OF TUKWILA ❑ ARCH ❑ OTHER DATE DRAWN BY 01/19 MOREN CONTRACT 3340 SCALE 1/8"=1-0 DWG NAME 3340 DRW # 11 OF 11 253-851-0030 Fax: 253-851-9782 P.O.BOX 2389 Gig Harbor, WA 98335 www.fireshieldinc.com w"trtcMrs rs91 rIPMSX.021C5 CONTACT: ANDREW MOREN FIRESHIELD INC TEL: (253) 851-0030 5202 OLYMPIC DRIVE NW STE201 FAX: (253) 851-9782 GIG HARBOR, WA 98335 WA STATE LICENCE #: FIRESI*024C5 1 7-1/ Stde Se i c M • qv Pf %moi'' y. ePLE.R rg*m 'BO.ER w'ev.) QItPQ 014244k, P,5l-4-f (Gd kn.< 6)(15+:0 e'• } /4o14, ki 44/ lr ,;.,t4ci5l1NG:OAS•DE.TIIR Is • F:a:4' 1,1idgir!: • .,...:..-. ,- .-...--- ..,. • .r., 1 -----4-,,-- . ce" l' • 1. :I: • Fire Sprinkler Design & Fitter Notes: y4 - 1) All the pipe to the Cooler will be schedule 40 with Ductile Iron Fittings and will be using the existing 4" Dry System to supply the coverage for the new Cooler on the North End of the Boiler room. 2) Brimstone will add (2) 9"-286 degree, Dry pendent Head, QR. in the new Cooler from the existing dry system lines in boiler room. 1,'"44rio' 0.1:4 vtDe 3) Brimstone will install a 1" drains to drain off any water after annual inspections each year. There are existing 1" DHWS heads in the canopy right about the new cooler right now we will use those existing drop down lines for new Dry Heads. Showalter middle School yr Without Comments ID As Noted inked. ❑ Per The Attache(; Letter Thi e plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City sl`I;nr ands. AcceptaIC.p subject to errors and omissions which dc= r authorize violations of adopted st iards and ordiri-inc53?.. The responsibility for the F.dequacy of desmg -.t,sw totally with the designer. Additions, deletion ;:• in ions to these drawings after this (-i 'ci will void thty,cceptalce and will require a resubrriittai of revised drawings for subsequent approval. Find OcceptanCe Is subject to held test and Inspection by The Tukwila Fire prevention Bu eau. � � l Bate: �' a.- C By:, S T UKWILA EIRE DEPARTMENT l "fic,ase call 206-575-4407 aid c ve this Fire Permit NO. (s -S -o9 6 exact add a ss for r�•�shut o_tvirn or rw'sstmtiofi a.pprov31, 1-0 f 'Q A�� t�A460 `.� Iti)"'I i -D, C i. !Ac by J( Fire Sprinkler Design & Fitter Notes: 1) All the pipe to the Freezer will be schedule 40 with Ductile Iron Fittings and will be use the existing 4" Dry System to supply the coverage for the new Freezer on the Kitchen Loading Dock. 2) Brimstone will add (2) 286 degree, Dry pendent Head, QR. in the new Cooler/Freezers at the East end of the kitchen. 3) Brimstone will install a 4 x 1-1/4 Grooved mechanical tee on the 4" main Pipe coming out of the fire sprinkler riser room off the 4" Central Dry Valve. 4) All piping will be supported by 1-5/8 un -instruct in 6" pieces attached to the side of upper wall of the canopy over the top of the Loading Dock. 5. We will use 1-1/4d Grooved fittings and grooved pipe where possible with Threaded tee at freezer to bull head 1 x 1 x1-1/4 Threaded Tee to 1" lines for the 12" Globe Dry Pendent Heads, with 1" drain for annual inspections when needed. t/,1 17-0 TO n Mg' • 9 ft/At 3 (1Z 6- ;GAS • 014 S I de Sec iofr, S 10/4" of ‘aFf7( pp(- /014.Ihj pod . • Foster High School Loading Dock Freezer a • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS CONTRACT NAME; IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and In enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Brimstone LLC, and is loaned upon express conditions that the same be returned to Brimstone LLC upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of Brimstone LLC. CONTRACT RESPONSIBILITIES SPRINKLERS ITEM BRIMSTONE t OTHERS ,TYPE ORIFICE TEMP. FINISH Cr/ub-e_ &(sb3S 24-4. kiA CANOPY SYMBOL QTY. 51,3 NO. C4U DATE BY REVISIONS SEE FLAGGED AREA ON PLAN ELTA TOTAL THIS SHEET SYSTEM TYPE WET ❑ PL41f ❑ ��.PPROVALS, OUT IN OUT IN OUT IN OUT • IN Brimstone Fire Safety Management LLC 23422 57th Ave. SE Woodinville, WA. 98072 425-956-3434 LIC# BRIMSFS918K0 CONTRACT WITH: DESCRIPTION: Foster High School Loading Dock Freezer 'GALE: 12.:2— l fie ..c Showalter Middle School Cooler addition 4628 South 144th Street -IECKED BY: Tukwila, WA. _ SITE PLAN 424 Iii • 4 IRAWN BY: SYSTEM DESIGN DATA DATE: HAZARD r1 ASSIFIPAnnN• SYSTEM AREA: HYDRAULIC DENSITY: DFSIr,N fATAa GPM/SQ. FT. SQ. FT./HD. AREA OF APPUCAT1ON: TOTAL SYSTEM RFOI IIRFAiFNTS. SQ. FT. HOSE Al I OWANCFS: GPM GPM. AT: PSI. AT : WATER SUPPLY INFORMATION: STATIC PRESSURE : 55 PSI. PAID DRAWING NO. r.: 2015 RESIDUAL PRESSURE : 45 PSI. WITH : 3705 GPM FLOWING TAKEN AT BY DATE RIGHTS RESERVED. crb • Q W i' CD' 0 0- 81.7 0 PLOT DATE: 09 -Aug -2013 SYMBOL LEGEND SYMBOL QTY . DESCRIPTION MOUNTING REQUIREMENTS SUPPLIER PART NUMBER A 8 REMOTE INDICATOR 1 GANG; MOUNTED ON CEILING GRID OR ON WALLAT96'TO BOTTOM NOTIFIER RA 1002 RI 1 PAIR 14AWG FIRE RATED CABLE (FPLP) O 4 PHOTO SMOKE DETECTOR w/ BASE 4 SQUARE DEEP wl3' ROUND RING NOTIFER 2151wIB110LP (u�si HEAT DETECTOR: 194' FIXED TEMP 4 SQUARE DEEP w131 ROUND RING NOTIFIER 5604 4 MANUAL PULL STATION wl KEY LOCK 4 SQUARE DEEP 41 GANG RING; MOUNTEDAT48' TO TOP NOTIFIER NBG-12L F 0 Up 0 '127' 1 AUXILIARY 6A FIELD POWER SUPPLY PART INCLUDE BACKBOX; SURFACE MOUNT NOTIFIER FCPS-24S6 FCPS6 PROJECT MANAGER: Craig Gibson • = DETECTOR "M'- MODULE NOTE: DETECTOR & MODULE MAY HAVE THE SAME FIELD ADDRESS 4 WALL HORN wl STROBE: WHITE 4 SQUARE DEEP; MOUNTED AT BO' TO BOTTOM SYSTEM SENSOR P2W E 2 WALL HORN wl STROBE: RED: WEATHERPROOF SA•WBB BACK BOX: SURFACE MOUNT AT 80' TO BOTTOM SYSTEM SENSOR P2RK O _ FIRE ALARM SYSTEM'J' BOX SIZED FOR CONDUCTOR FILL s : IM s 1M127 SUPPLIED BY ELECTRICAL CONTRACTOR ADDRESSES 100ANDABOVE NOTIFICATION 1 VISUAL CIRCUITS: CIRCUIT TYPE: Notes: 1 -DEVICES SHOWN 2 -DEVICES SHOWN 3•SET HORNISTROBE 4 THIS DEVICES FOR IDENTIFICATION ONLY ON DRAWINGS IN GRAY MARE EXISTING DEVICES AND MAY NOT BE INCLUDED IN THE ABOVE SYMBOL LEGEND DECIBLE SETTING TO LOW FROM FACTORY SETTING OF HIGH, ONLESS OTHERWISE NOTED ON THE DRAWINGS. REQUIRES THE USE OFAWP BACKBOX WIRE LEGEND SYMBOL DESCRIPTION WEST PENN PiN COLOR CODING TYPE OF CIRCUIT APPLICATION NOTES A 1 PAIR 16AWG FIRE RATED CABLE (FPLP) 60991B RED JACKETw/NOSTRIPE CONVENTIONAL (IDC) CIRCUIT ADDRESS C 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 60993B RED JACKET wl WHITE STRIPE AUDIBLE (NAC) OR NAC POWER CIRCUIT ADDRESS: 4640 S 144th St 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 APPUCATiONSWITH THE EXCLUSION OF WET AND CIRCUIT INTEGRITY REQUIREMENTS 3. INSTALL WIRING PER NEC, USE CABLE TYPE CONSISTENT WITI NEC REQUIREMENTS, IE PLENUM, RISER, UNDERGROUND, ETC, 4-T1IEY' FIBER OPTIC CABLE LISTED ISABELDEN CABLE PART NUMBER AS WEST PENN NO LONGER SUPPORTS FIBER OPTIC CABLE 5 -THIS CABLE MUST BE INSTALLED IN ACONTINUOUS PATH POINT-TO-POINT. ABSO.UTLEYNO SPLICES ARE ALLOWED, FLAGNOTES NOTE # DESCRIPTION 31 PROVIDE HINGED PLASTIC COVER FOR FIRE ALARM MANUAL PULL STATION 42 CONFIGURE POWER SUPPLY FOR GENERAL ALARM OPERATION (4 NAC OUTPUTS) 70 MOUNT DEVICE IN INTERSTITIAL SPACE FIRE ALARM GENERAL NOTES: 1 INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WiTH NEPA, 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. THE SYSTEM SHALL BE MONITORED BY A U.L LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHiTECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36° OF ANY AIR DIFFUSER 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT. HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. 11. 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 ARRVAL ONSITE FOR STARTUP & CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK FIRE & SECURITY TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH REDHAWK FIRE & SECURITY PROJECT MANAGER. ALL REDHAWK FIRE & SECURITY FIELD SERVICES MUST BE. SCHEDULED WiTH REDHAWK FIRE & SECURITY PROJECT MANAGER WITH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NO TAPPING OF SIGNALING OR INITIALING ZONE CIRCUITS ARE ALLOWED. T -TIPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT. POWER GROUNDS) SHALL BE INSU[ATED 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. 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80° AFF TO A MAXIMUM OF 96° AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. REDHAWK FIRE & SECURITY REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ TESTS. 17. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 18. ALL MAANUAL PULL STATIONS ARE TO BE MOUNTED AT A HEIGHT NO GREATER THAN 48° TO TOP AND NO LOWER THAN 36° TO BOTTOM. SHEET SCHEDULE: SHEET# DESCRIPTION FA -000 GENERAL NOTES & INFO FA -3,0 FOSTER HIGH SCHOOL PORTABLES FAS LAYOUT DEVICE CONTACT: Scott Furrer DEVICE DESIGNATION LEGEND: NOTIFIER ONYX ADDRESSABLE INITIATING DEVICES: PANEL SIGNAL .123e DEVICE CONTACT: Scott Furrer PHONE: 206.898.6308 ADDRESS LOOP CIRCUIT (SLC) ` BUILDING OWNER: NAME: Tukwila School District #406 ADDRESS: 4640 S 144th St Tukwila, WA 98168 era. PHONE: (206) 901-8000 FAX: (206) 901-8016 PLUS FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY - FORMERLY CHUBB FIRE & SECURITY ADDRESS: 21312 30TH DRIVE SE, SUITE #103 0 Up 0 '127' EQUALS 0 FAX: 425-486-2611 SALESMAN: Joe Skvaria • joe.skvar'la@redhawkus.com EXT: 7612 PROJECT MANAGER: Craig Gibson • = DETECTOR "M'- MODULE NOTE: DETECTOR & MODULE MAY HAVE THE SAME FIELD ADDRESS DESIGNER: Lany Hales ° °'D' s`,as�i®+ s4* + '4A IBMS 015 ONES EXAMPLE: D D D D D b b REMOVE TAB ON DIAL FOR s 10127 I s : IM s 1M127 ADDRESSES 100ANDABOVE NOTIFICATION 1 VISUAL CIRCUITS: CIRCUIT TYPE: POWER SUPPLY 'C' = FACP NAC CIRCUIT OR AMP NUMBER 'N' = APS NAC CIRCUIT 'P" = 24VDC POWER CIRCUIT 'R' = 24VDC RESET POWER CIRCUIT 'S' = STROBE CIRCUIT \M=VOSPEAKERCICUii SUB-CIRCUIT NUMBER • ('iX j) NOTE:NOTIFICATION APPLIANCES: Air WiTHIN THE DEVICE OR A WP ADJACENT TOME DEVICE INDICATES THAT THIS DEVICE IS WEATHERPROOF ,s,=STROBE CANDELA '3' = 30c1 '6' = 60cd T = 75cd '9'=95cd BELL SIZE DESIGNATION '6'=6'BELL ? '0':110cd '15'=115cd '35'=135cd '8'=6' BELL '10'=10' BELL - ? IT=150ai 'ir=lrBEu Tr=Inc '65'=Med 'H': HORN ONLY 'F' :SPEAKER ONLY SYSTEM SENSOR HORN DB SETTINGS: WHEELOCK ADJUST HORN DB SETTINGS ilimeii.:-- tii' e r :_` NGS I I IUI 'r=TEMP3MED 2//x= Ow I' 1. '4' = CONT Hi / 'S'=CONTMED a I O "6' =CONT LOW N h h E I PROJECT CONTACT INFORMATION: CUSTOMER: NAME: Scott's Electric Service, LLC ADDRESS: 23811 SR2 Monroe, WA 98272 CONTACT: Scott Furrer PHONE: 206.898.6308 FAX: 360.805.4634 EMAIL: . scott@scottselectricservice.com BUILDING OWNER: NAME: Tukwila School District #406 ADDRESS: 4640 S 144th St Tukwila, WA 98168 CONTACT: PHONE: (206) 901-8000 FAX: (206) 901-8016 EMAIL: FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY - FORMERLY CHUBB FIRE & SECURITY ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 PHONE: 425-486-2600 FAX: 425-486-2611 SALESMAN: Joe Skvaria • joe.skvar'la@redhawkus.com EXT: 7612 PROJECT MANAGER: Craig Gibson • craig.gibson@redhawkus.com EXT: 7625 DESIGNER: Lany Hales larry.hales@redhawkus.com EXT: 7623 NEC 760.10 Fire Alarm Wiring Installation Facts Nov 1, 2006 12:00 PM, By Mike Holt, NEC Consultant Article 760 tells us how to install wiring and equipment for fire alarm systems, including all circuits these devices contrd and provide power to. What it doesn't tell us is when a fire alarm system is required to be installed in the first place - ce where to place the alarm eqi. pment, such as pull stations or horn/strobe units. For installation information, consult the locally adopted building code or NFPA 101, Life Safety Code. For placement of such equipment, turn to NFPA 72, National Fire Alarm Code.. As defined in NFPA 72, residential smoke alarm systems (induding interconnecting wiring) are not powered by a fire alarm system. Therefore, Art. 760 does not cover them. Fire alarm systems indude fire detection and alarm notification, voice communications, guards tour, sprinkler water flow, and sprinkler supervisory systems [760.1 FPN 1]. Chapter 3 in reverse. When applying most Articles in Chapters 5 through 8, Chapter 3 wiring methods apply - except as noted. When applying Art. 760, Chapter 3 wiring methods do not apply, except as noted. You'll find the Chapter 3 references, as well as some other Article references, in 760.3. One of the requirements is, naturally, that of firestopping. Openings in fire-resistant wells, floors, and ceilings must be sealed to minimize the possible spread of fire or products of combustion [300.21]. This requirement logically leads into the requirement to remove abandoned cable. Doing so limits the accumulation of products of combustion within a building. You must remove the accessible portion of fire alarm cable that isn't terminated al equipment and not identified for future use with a tag [760.2]. This rule doesn't require the removal of concealed cables that are abandoned in place. Cables in raceways are concealed cables, per the definition of 'concealed' in Art. 100. Some Chapter 3 wiring methods apply condtionally. For example, suppose you want to install fire alarm cables in ducts or plenums. If this is necessary for the direct action upon (or sensing of) the contained air, such as for a smoke detector inside of an air duct, you can do it, but only if you install those cables in electrical metallic tubing, intermeciate metal conduit, or rigid metal conduit per 300.22(B) (Fig. 1). use bndediCeitirtg NPC, ' artd F'i,Ff' ptopum Cat root requ red to be Install in ra ► Er60.3(B) Ex] VVtuen ner, scary foritiract aotlan upon. or, sensing of Ther ccr! to ned air, PLFA cabins .can btu, instated in ducts or plenums if installed In EMT. IMC, or RMC. [[300.22{13)].; Fig. 1. If you want to install fire alarm cables in ducts or plenums for the direct action upon (or sensing of) the contained air, such C-• 760.10 FIRE ALARM INSTALLATION WIRING PRACTICES ,,NEC SCALE: NONE as for a smoke detector inside of an air duct, you may do so, only if you install those cables in electrical metallic tubing, intermedate metal conduit, or rigid metal conduit per 300.22(B). You can install plenum -rated fire alarm cables above a suspended ceiling or belowa raised floor used for environmental air movement [760.30(B)(1) and (2), 760.61(A), and 760.82(A)]. You can also install nonplenum-rated fire alarm cables above a suspended ceiling or below a raised floor used for environmental air, but only if you install the cable within electrical metallic tubing or one of the other raceways identified in 300.22(C)(1). Nonplenum-rated fire alarm cables are, of course, allowed above a suspended ceiling that is not used for environmental air. Fire alarm cables installed beneath a raised floor in an information technology (IT) equipment room aren't required to be plenum rated 1300.22(0) and 645.5(D)(5)(c)]. The power source for a fire alarm Circuit must not be supplied through a GFCI or an AFCI [760.21]. But this limitation applies only to the circuit that supplies a power -limited fire alarm system (PLFA) or a nonpower -limited fire alarm system (NPLFA). This rule is not intended to apply to the single station smoke alarms commonly found in a dwelling unit. Once again, Art. 760 does not cover these types of devices. =ire elatm circuits must be ident fie t all terminal end junction locationi Fig. 2. Labeling is required for fire alarm circuits at all terminal and junction locations. Access and execution. As with many other Articles, Art. 760 requires you to install equipment and cabling in a neat and workmanlike manner [760.8]. Although the NEC doesn't define this, qualified workers know the difference between sloppy and neat work. Article 760 also provides a few hints as to what the AHJ will expect. For example, one aspect of "sloppy' is alloWng ceiling -routed cables to accumulate in a way that prevents moving the ceiling panels so a person can get to them [760.7]. Article 760 also tells us that one aspect of good workmanship is supporting the cables by the structural components of the building so the cable won't be damaged by normal building use. Secure those cables with the right hardware, and take care not to pinch or damage the cable when you do. Common sense says you haven't done quality work unless you have properly labeled the circuits at terminal and junction locations. This labeling is a requirement for fire alarm circuits [760.10] (Fig. 2). But, contrary to some manufacturers' statements, Art. 760 does not require you to mark raceways and cables [760.42]. Where Art. 760 is silent on other aspects of good workmanship, don't read something that's not there. To avoid being forced to rewire or reinstall, don't ignore the generally accepted workmanship practices. Circuit types. A fire alarm system Circuit can be one of two types: NPLFA or PLFA. What's the difference between the two? • An NPLFA can operate at up to 600V, and the power output isn't limited [760.21]. • A PLFA has the voltage and power limited by a listed power source that complies with 760.41. This difference means easier installation requirements for PLFA drcuits, but these two types of circuits share all of the requirements detailed in Part L NPLFA. To meet NPLFA requirements, pull need to refer 10 Chapter 3 and use those wiring methods where specified. Here are some highlights. Overcurrent protection. For conductors 14 AWG and larger, this must be limited to the conductor ampadty per Table 310.16 and 240.6(A). Overcurrent protection can't exceed 7A for 18 AWG conductors, or 10A for 16 AWG conductors [760.23]. Wiring methods. NPLFA circuits must be installed using Chapter 3 wiring methods, and all splices must be in enclosures [300.15], except for splices and terminations in fire alarm devices and utilization equipment (e.g., detectors) [760.30(A)(1)]. This rule does not apply to multiconductor NPLFA cables for drcuits operating at 150V or less [760.30]. Conductor size. Only copper conductors can be used for fire alarm systems. You can use conductors of sizes 18 AWG and 16 AWG (installed in a raceway, enclosure, or listed cable) if they do not supply a load that exceeds the ampadties given in 402.5. Conductors larger than 16 AWG must not supply loads greater than the ampacities given in 310.15 [760.27(A)]. Conductorinsulafon. Use conductors with a 600V insulation rating, and comply with Art. 310. For conductors 18 AWG and 16 AWG, comply with 760.27(B). Table 402.3 provides application provisions [760.27(B) FPN]. Number of conductors in araceway. Comply with the fill requirements of 300.17 [760.25]. PLFA. PLFA requirements, found in Part III of Art. 760, apply to the load side of the circuit. For supply side wiring and equipment, use Part II (NPLFA), as well as the general installation rules in Chapters 1 through 4 1760.511 PLFA Wiring 'Methods, cosi andrminations ►n 760.52(B)(I) t3ovico lists i for nsislHoticn tiviitfou txrx or end osurc Fig. 3. Splices and terminations of power -limited fire alarm circuits must be made in listed fittings, boxes, enclosures, fire alarm devices, or utilization equipment Wiring methods. You can use NPLFA wiring methods and materials [760.52(A)], if you choose, instead of PLFA. The PLFA wiring requirements are minimal760.52(B)]. You can sum them up this way: Put cable splices or terminations in listed fittings, boxes, etc., and ensure exposed cables are adequately supported (Fig. 3). Separation from power conductors. Provide a minimum of 2 inches of separation between PLFA conductors and conductors of electric light, power, Class 1, or NPLFA circuits, unless you meet the requirements of 760.55(G) (Fig. 4). Don't put PLFA conductors in any enclosure, raceway, or cable with conductors of electric light, power, Class 1, or NPLFA circuit conductors, except when you: • Provide barriers. • Meet the requirements outlined in 760.55(0), one of which is that these conductors are present solely for connection to the same equipment. PLFA Separation horn Power Conductors Section 760.55(3)( ) ." 1 Paviier Racowa or Cable Flg. 4. Provide a minimum of 2 inches of separation between PLFA conductors and conductors of electric light, power, Class 1, or NPLFA circuits, unless you meet the requirements of 760.55(G). Class 2, Class 3, and communications circuits. Class 3 and communications drcuits can be in the same cable, enclosure, or raceway as PLFA circuits [760.56(A)]. Class 2 circuits can be in the same cable, enclosure, cr raceway as PLFA circuits - if the Class 2 circuit conductor insulation isn't less than that required for the PLFA circuits [760.56(B), 760.82(C)]. You can't install audio system circuits [760.56(0), 640.9(C)] (using Class 2 or Class 3 wiring methods) in the same cable or raceway with PLFA conductors or cables. Listing. Part IV of Art. 760 details the listing requirements. This information is primarily for manufacturers. What does this mean for you? Use the cables listed for the application. The NEC doesn't require outside or underground cable to be listed, but the cable must be approved by the AHJ as suitable for the application per 90.4, 90.7, and 110.2. Give special consideration to cables in areas that move or transport environmental air, so as to reduce the hazards that arise from the burning of conductor insulation and cable jackets. Because listed plenum -rated cables have adequate fire -resistance and low smoke -producing characteristics, you can use them in environmental air space. But you can't use them in ducts or plenums. Before deciding how to install fire system equipment or wiring, turn to Art. 760. Apply the requirements of Part I, regardess of the power level. Apply the requirements of Part [Ito the supply side and to load side wiang and equipment of NPLFA. Don't apply Part III requirements unless the power source for the circuit is a Class 3 transformer or power supply, or it's a listed PLFA power source [760.41]. If you find it more economical to apply Part II requirements in place of Part III requirements, Art. 760 allows you to do so. Review a line drawing of the circuits involved, before making this determination. LAST MODIFIED ON: FIB 23, 2009 FILENAME: FA-DTL6-D-1 Eegm ci Elan Ugh r,:hr i:: Comments D A=: Mi:c h.r I i Pc -,.,1 I ? .1•,c : -, Letter These plans have 1x-, , :rc+ C7,1v The Tukwila Fire 'rev'ention E5uN.-:all ru " ;'. 3c+:Ct a;? current City ndards. :;uojectt -,orors and nissi .S which f_io r:u i.. hoilee violations of adopted i� � :dards anc1 ork ironic ;.,. 114e ; :J >': ris!hiiity for the -equac+/ of. = e irjrs +i cli die Ies Igner. e iditlons, t.o riro'i!'1gJs after tills riat:e will void e cc ptaiiree r;; i(1 v;'UI require a resubiTilttaio revised (ii" ;:5+cl pr for e(c ent'apprOva Final accepeence Is :,:.+t>lect to Heid test and inspection b The Tukwila Fire Prevention Bureau. Date:,- 13 13 By:: ►: I( NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and 'ermination of the testing TUKWILA FIRE DEPARTMENT Please call 206-5751107 and give this FirePermit No. and exact address for shut- down or restoration approval. PAID AUG 132013 TUKWILA FIRE 27?07`l WHEN PRINTED ON ARCH -D (24x36) m (1) 1 - W CL 0 SCALE: DEVELOPEMENT RELEASE DATE: 0810812013 FOSTER HS PORTABLES GENERAL NOTES & INFO FA -000 RIGHTS RESERVED. 0) a. APS-P3 FOSTER HS PORTABLE 85 • SERVICING P FCPS-24SE. Part#: et rlow Circuit !den `fvrs: LES #1-8 Ouput#1 Ouput#2 Ouput83 Ouput#4 Q putType>>:: NAC Sync NAGS NAC Sync NAC 5yrrc Stand r'. Aiarm NP5-1 NP5-2 NP5-3 NP5-4 Aux Power NP3.5 Total P2W P2W Wal Horn wt Shiba set at 15d Wal Horn vI Stabe set at30d P2W WAI Nom w1 Stnbe set at 75d 0-000C 0.0880 0.000( 0.1120 0 tl..txUx 0.1680 P2W Wal Horn s"c' Stobe setatSSd 0 O 0.1 2 2 0.000( 02100 P2W Wal Horn wf Stobe set at 11(cd 0 0 0 SV I a' 1 1 O. OC 0.071 0 S SW IS a a7 cd 0. 0,0(1 0.0 0 0 0 Sit I Stobe se1€r 0.000( 0.17 S I Stobe t a:110cd 0.000i 0,1 PC2' PC2 Ceiin Horn Stone sect at 15Cti 0 0.0 0 Ceiing Horn wt S set at;0€ d 0 0,11 0 PC2W Ceiing Horn wf Stobe setae i5cd P021Y CCfirty Hoar wt 5 otlr� aCl Ht f PC2ti'if Ceiing Horn vrl Stobe set at 11Oad O.DOOt 0.11 S0 1 0.000{ 0.1 O.tiO(.. 402100} ... 0 S Coifing Stobe sd at 15cd 0.000( 0.0710 SCW Stobe Mat 30cd 0:000( 0,0850 Ceiing Stobe sd at 75cd 0.000( 0.1530 S SC P 0 O D it Tcbt Standby CircuitCalcultted Arr>ps (3) O. 0. ,t0 Total Ala rrnCtCa4cvld Anpa (1) tt� e Oaugf Used (awg) 14AtM3....N14... Circuit h tLeng(Itj _._..�4�...__; Estnroted \tattale Drop (dc) 12; noted EOL Voltage (dc) 22.E ( ated Votage Drop % 5 400 3 0.000 3 0 0.580 14AV4C l4A1hO, 123123 1.2w 22.77 r u 22.77 ra 22.7 1 1 5.1 0 1) Current Craw MeasuronEntbased on: ULIOT1, &.33V, FM?tiepin, High 4' &TerrparetPan 2) ()utloorfoP Devices to tie same Measured (current Draw ss the IndoorDevicesendrmy notTsbd sepclra ty ebt 3)When theAPS is conigtued for `Doors% Ouput#4 slhut down on loss of AC Power. Therebre no'Sttndby' CurrentDr w is &o "i BAT'TERN LOAD CALC for Hows Sandby: t rstcsNamo Backup Gemratbr' Yes Voice Evacaat an? No Wary?J No Tobl Staid iry Current Total `IarrnCurrent Spare Capacity Ft-quired pe NAC Circuit 20% Tobl Alp Hours Rained (AH): Total Ani hinuies Required (AH): Pelnimlm Ealter y Size Needed (AH): Spare Ealbry C3Q»actsr Required: Actuel Bettt ry Size Routed (Ali) 2.2 0.2 2.4 2. EXISTING PORTABLE EXISTING PORTABLEP4 EXISTING PORTABLEP3 TO EXISTING PORTABLE j3&4 NAC CIRCUIT TO EXISTING _PORTABLE _..1344 IDC .CIRCUIT EXISTING PORTABLE •E".71. -- EXISTING NAC CIRCUIT; REUTILIZE FOR NAC POWER SUPPLY ACTIVATION FROM MAIN BUILDING S EXISTING PORTABLEP2 EXISTING PORTABLEP1 TO EXISTING PORTABLE I1&2 NAC CIRCUIT TO EXISTING PORTABLE J1&2 iCC CIRCUIT EXISTING UNDERGROUND SIGNAL VAULT UNDERGROUND A,C -cb- UNDERGROUND J 2A,3C UNDERGROUND • • NEW PORTABLE F 0 NP5-2 4JK 194 47K NEW PORTABLE P8 410 194 C -61T NP5-2 0.E.1 L1NP5-2 C -o A • • H -c) 194 PORTABLE P7 0194 NEW PORTABLE H -o f0 NP5-1 4.7K • • 194 47K PORTABLE P6 H -c) 94 (TYPICAL) \70/ PORTABLE P5 0194 J FOSTER HIGH SCHOOL PORTABLE FAS LAYOUT SCALE: 1/8' = I'-0' NAC CIRCUIT#3 NAC CIRCUIT #2 NAC CIRCUIT#1 129VACS li11110'"' 1 1.r �i `:1' y Y;1: a., ; I 'e .1f:tI io�xhvrtxs�1Z3w1.1' - 'FM. 0 oac; 44458 KK PROGRAM SWITCHS SETUP BY DLFP TECHNICIAN J DEVICE ONE1JNE LAYOUT AS SHOWN ON FLOOR PIANS 4.7K 4.7K 12OVAC DEDICATED 1 C ... APSx 2C TERMINATION OF WIRE AT DEVICE TI, -7751 YES NO IJ- (FCPS24-S6/8.CONFIGURED FOR GENERAL ALARM 11:11, 2_ z 4.7K 4.7K FOSTER HS PORTABLE SITE PLAN )TYPICAL PORTABLE CEILING CROSS SECTION DETAIL SCALE: MS N W 00 SCALE: e' =1'-0" 16 . 8 6 4 2 0 n. sgs dos 3 RRR gumm SCALE: 118"=1'0 DEVELOPEMENT RELEASE DATE: 08/0812013 o WHEN PRINTED ON ARCH -D (24x36) FOSTER HS PORTABLES PORTABLES #5.8 FAS LAYOUT FA -3O ACCO P' 0 Without Comments AEC As Noted in Red fl Per The Attached Letter These plans have been reviewed by The Tukwila Fire arevention Bureau for conformance with current City :standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with 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 •fteid test and inspection by The Tukwila Fire Prevention Bureau. Date: L� " By: 5') 1 kki 1 1,.1.1_; 44- % oltvtus vc?oh pd',w+ 1.p. A+ Ct+ch+.1 .54cOl'ou.. +3„►_ tomtit.- cl a,.Y, o .. 644(.61 e ivc,.: t•...w-� * (si.S d 1-_ q FAG? REMOTE 141 hof 111)-411 dog 1 i h rk i! , r.- 4494 %o� NI UcIATm TO ■A9*ICTMN AVM comm. STATION SLAWS gV/Mb Marl NOTICE 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing TUKWILA FIRE DEPARTMENT Please call 205-575-4407 and give this Fire Permit No. 1(i-J-v(a and exact iridis for shut- down hutdown or restoration approval. SBUS 120 VAC (DEDICATED CKT.) conduit under 8ft KNOW awrisoreywMOIL SKS • SCOPE OF WORKUpgrade to addressable fire alarm system. • One Silent Knight addressable fire alarm control unit • One remote annunciator • One AES Radio • 141 addressable smoke detectors • 40 addressable pull stations • 18 addressable heat detectors • 40 addressable monitor modules • 11 addressable relay modules Washington Alarm will provide the following: Annual inspections, maintenance on a time and materials basis and U.L. Central Station monitoring (TYP. ADDRESSABLE CKT.) Power cable in conduit to transformer b Transformer in enclosure 120 VAC (otaCATto cxT.) a DAI.ER 24V POWER FROM FRCP NAC -1 NAC -2 NAC -3 NAC -4 MTTOITI PITTORT] DOOR HOLDER DOOR HOLDER DOOR HOLDER DOOR HOLDER FROM FACP SBUS FIRE ALARM RISER DIAGRAM curl uI iA1 Tri. ern C'r'Al r 120 VAC (DEDICATED CKT.) CONNECT TO EXISTING NAC CONNECT TO EXISTING NAC CONNECT TO EXISTING NAC CONNECT TO EXISTING NAC CONNECT TO EXISTING NAC PAID Mikli 28 201k TUKWILA FIRE .t2?Ii6 x`57,3 WASHINGTONALARM FOSTER HIGH SCHOOL ADDRESSABLE SYSTEM UPGRADE 4242 S. 144TH STREET TUKWILA, WASHINGTON 98168 WASHINGTON ALARM INC. 2030 Airport Way S. Seattle, WA. 98134 . Job #E 10227 Designed by: Jeffrey Hubbard Drawn by: Mark Mcllwain Ph: 206-328-3288 1 Far 206-322-7214 REVISIONS ILII£ D£SCRD'I1ON MMIDDIYYYY PFRMITSkT FIRE ALARM FA - 1 FELE COPY 8 Heat Detector Remote Indicator 1 Gang; Mounted at Ceiling or at 80" to Bottom on Wall Notifier RA -400Z O 4 Conventional Photo Smoke Detector 4 Square Deep w13" Round Ring System Sensor 2151 w1134011p base 8 Conventional Heat Detector: 135' Rate of Rise Detector 4 Square Deep wl 3" Round Ring System Sensor 5451 wl B401B base 4 Conventional Manual Pull Station 4 Square Deep w11 Gang Ring; Mounted at 48" to Top Notifier APS1 1 Audible Power Supply Part Include Backbox; Surface Mount Notifier NBG-12L FCPS-24S6 4 Wall Horn wl Strobe 75cd: White 4 Square Deep w11 Gang Ring; Mounted at at 80" to Bottom Notifier 1 Wall Horn wl Strobe.110cd: Weatherproof: Red SA-WBB Back Box: Surface Mount at 80" to Bottom Notifier P2W P2RK 2 Surge Suppressor 4 Square Deep Ditex DTK-4LVLPX Fire Alarm System "J" Box Sized for Conductor Fill Supplied by Electrical Contractor Notes: Device shown for identification only Existing Devices in Gray Scale Wire Legend A 1 pair 14AWG Fere Rated Cable (FPLP) 60993 Red Jacket wl No Stripe Conventional poc) Circuli C 1 pair 14AWGFre Rated Cable (FPLP) 60993 Red Jacket wlWhiteStripe Audi (NAC)orNAC Power Circuit Plenum H 1 pair Twisted 16AWG Fire Rated Cable (FPLP) 60991 Rad Jacket vrl Blatt( Stripe Remote Indicator Circuit Plenum Flag Nay 70 Route wire to Building Fire Alam Panel, use cable appropriate for routing method, IE; Undergrotmd orAerial 71 Route data carcuitthrough Surge Suppressor SYMBOL & WIRE STYLE iNDENTIFICATION 2C,D 5 6 5 x M RACEWAY WIREICABLE INDENTIFIER 2C = 2 TYPE 'C' CABLES D=1TYPE 9'CABLE ENLARGED VIEWPORT DETAIL INDENTIFIER TOP LINE INDICATED DETAIL # BOTTOM LINE IS SHEET # 1 ENLARGED VIEWPORT OUTLINE SEE IDENTIFIER 5 5 SMOKE CONTROL ZONE BOUNDRIES ADA ROOM BOUNDRIES RACEWAY REQUIRED TO BE INSTALLED UTILIZING A 2Hr PROTECTION METHOD AC POWER (120, 240 or 480VAC) DIRECTION OF AIRFLOW THROUGH FSD SHEET SPECIFIC ITEM NOTE n M Without Comments As Noted In Red Per The Attach -E., --d Leiter I.': I nese ri.-ns hays; been rf i t d 1')y I v i.1111-Isa Fire ev n '`crifor cuc Win! c sS ,r vrr and sic Yy.> i :,. au. L1r.-._ .,r -dopted .... -r cv '•i �'it ,ffa. f ! ._ .U,,;;i Jr:ta?t for the • :r+ Cq� : Winer. drG °dings alter wii, require a 4� <::1b equent approval. Final acct�,�., r to field test and inspection by p,, . + The.Tukwila F Frr `' itiOn Sur eau. • Late: - I: 1 dot\WILA FIRE. DEPAiRTME Please call: 575-4407 and give this job v1 l FIRE ALARM I LIFE SAFETY PROVIDER: NAME: DETECTION LOGIC FIRE PROTECTION ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 PHONE: 425-486-2600 FAX: 425-486-2611 SALESMAN: JOE SKVARLA jskvaria@detectianlogic.com EXT: 7616 PROJECT MANAGER: JERRY WOODS jlwoods@detectionlogic.com EXT: 7612 DESIGNER: CHERYL RICHARDS aichards@detectionlogic.com EXT: 7622 PROJECT CONTACT INFORMATION: CUSTOMER: NAME: NORTHWEST ELECTRIC ADDRESS: 5011 S 279TH AUBURN, WA 98001 CONTACT: DAN SPENCER PHONE: 253-850-5861 FAX: 253-850-5857 EMAIL: nwelectric@hotmail.com NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testin. :s g a ..:cr€ased deman our schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. No. and exact address for shut. own or restoration approval; of Rvbtite..?buret -Ib b..oh GLc 1 0w44 G'IYCv4 w' toc,kovIr M'ili�hn�w. 2oti►,'L� k(. e por jL. #r ghcA CAV 5root.•., 0 CV d - O CO Cs) an FIRE ALARM 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. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAIJARCHITECTRAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER. 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON AT&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF DETECTION LOGIC TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER 'END -OF -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO DETECTION LOGIC FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY DETECTION LOGIC TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH D.L. PROJECT. MANAGER. ALL D.L FIELD SERVICES MUST BE SCHEDULED WITH D.L PROJECT MANAGER WITH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACHL SHIELDS E RUN. SH ELDS 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 D.L FIELD TECHNICIAN. 15. MOUNT AUDIBLENIAUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80' AFF TO A MAXIMUM OF 96' AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. DETECTION LOGiC REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ TESTS. 17. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 18. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED ATA HEIGHT NO GREATER THAN 48' TO TOP AND NO LOWER THAN 36' TO BOTTOM. NEW PORTABLE #2 FIRE ALARM CHECKOUT: - FACP POWERED UP AND ON PERMANENT POWER - FACP IN NORMAL CONDITION - GREEN LIGHT - NO UNDIMMED FAULTS ON SYSTEM - FINAL OPERATIONAL PROGRAM COMPLETE AND LOADED INTO FACP - ALL CIRCUIT VERIFIED FOR PROPER EOL's.VALUES, MEASURED AND RECORDED - CENTRAL STATION MONITORING ONLINE AND OPERATING - INiiW. PRE-TEST SPOT CHECKS COMPLETE 2- POTS PHONE LINES INSTALLED ELECTRICAL CHECKOUT: - CONNECTIONS TO SPRINKLER SUPERVISORY DEVICES COMPLETE - CONNECTIONS TO FANS, DAMPERS. & OTHER MECH CONiROIS PRE COMPLETE - CONNECTIONS TO ELEVATORS (RECALL) COMPLETE - ALL CABLES AND/OR CONDUITS INSTALLED PER NEC70 REQUIREMENTS - ALL INNING DEVICES INSTALLED PER PIANS - ALL MATING DEVICES INSTALLED PER PLANS - ALL CRCUiTS ARE FREE OF GROUNDS, SHORTS & OPENS - All CIRCUITS HAVE BEEN MEASURED FOR THEIR RESPECTIVE EOL VALUES AND RECORDED - ALL AC POO SOURCES HAVE BEEN LABELED AT THEIR RESPECTIVE EQUIPMENT - DUAL PHONE ONES ARE INSTALLED TO THE FACP CENTRAL STATION MONITORING ONLINE MECHANICAL CHECKOUT: - ALL UFESAFiEY FANS ARE INSTALLED AND OPERATING - ALL DAMPERS (FIRE & SMOKE CONTROL) ARE INSTAU.ED AND OPERATING - ALL flRE ALARM INTERFACES ARE COMPLETED AND VERIFIED FOR OPERATING - HVAC SYSTEM HAS BEEN BALANCED - EMERGENCY GENERATORS ARE INSTALLED AND OPERATING - Aa AC POWER SOURCES HAVE BEEN LABELED AT THEIR RESPECTIVE EQUIPMENT SPRINKLER CHECKOUT: - ALL SPRINKLER SUPE 1ISORY DEVICES ARE INSTALLED AND PROPERLY OPERATING - ALL FIRE PUMP CONTROLLERS ARE INSTALLED AND OPERATING PROPERLY - SPRINKLER SYSTB4 IS CHARGED AND READY FOR FULL OPERATION ELEVATOR CHECKOUT: - ELEVATOR MACHINE ROOMS ARE COMPLETE - ELEVATOR CABS TRIMMED. OUT, INCLUDING ANY FA DEVICES - ELEVATOR SHUNT TRIP SYSTEM OPERATIONAL ON All MACHINE ROOMS A SPRINKLER PRETEST COMPLETE ELEVATOR PRETEST COMPLETE FULLY FUNCTIONAL PRETEST COMPLETED INCLUDING CONNECTIONS AND CONTROLS FOR ALL DISCIPLINES MECHANICAL FINAL COMPLETE SPRINKLER FINAL COMPLETE ELEVATOR FINAL COMPLETE STANDARD FA PERMIT FLOWCHART ABOVE CEILING H 141 ° A -o ABOVE CEIUNH-A RI 6 n a32-2 Uf 32-1 4.7K N1-2 32-3 ' • • ABOVE CEILING 31-1 C> -A ID ABOVE CL:llING 31-3 /-Thicb A 31-2I . 6 A H RI 2A,C 70 71 1C ABOVE CEIUNG H• Q1 A RI ABOVE CEIUNG RI A -o FIRE ALARM FINAL CANNOT BE COMPLETE UNTIL PETUIifS FROM ELEC, MECH, SPRINKLER AND ELEV ARE SKIED OFF. 30-3 e40 C 29-3 Rc 0 Li scrc c-) rn a) v a 120VAC'H' 120VAC'N' 120VAC'G' cV CC) 00 0 CV U 0 PLOT DATE 3n J d 2008 �. DEVICE ONE -LINE LAYOUT l AS SHOWN ON FLOOR PIANS TERMINATION OF WIRE AT DEVICE YES NO PROGRAM SWITCHES' 1 -OFF 2 -ON. 3-0FF 4 -OFF 5 -OFF 6 -OFF 7 -OFF 8 -OFF FCPS24-S618 CONFIGURED FOR GENERAL ALARM SCALE: NONE LAST MODIFIED ON: Jul. 30, 2008 RENAME: FA-DTL3-A-1 1; t•}2t:LV1» DEVICEONE-LINELAYOUT A AS SHOWN ON FLOOR PLANS TERMINATION OF WIRE AT DEVICE. YES NO SS ADVANCE SERIES HORNISTROBE MOUNTING PLATE SCALE: NONE LAST MODIFIED ON: JuL 30, 2008 FILENAME FA -01L3 -C-2 4.7K 4.7K h -I FROM PREVIOUS] DEVICE ORFACP •. — DEVICE ONE•LINE LAYOUT ELEVATiO VIEW FROM FACP °9P) L TO NEXT DEVICE — OR EOL CONVENTIONAL HEAT w REMOTE INDICATOR SWITCH LAST MODIFIED ON: Jul. 30, 2008 FILENAME FA-DTL 2 A-3 SCALE: NONE MAIN FACP NOTIFIER 5000 (EXST) 4A SS 70 S TO PORTABLES 04 EXIST FACP (IN MAIN BUILDING SCALE: NTS -- —_ ^,` - II { ;I • f L NEW PORTA• B• LE I• „� fl 1 Ile I I r-- �\ r ` I SIGNAL CONDUIT- PACE C:}NTL UEIERE ALARM --'u 1 CONDUfT'TO DEVICES AND NA1 PANELi • 1 21F1=2YC:A" ONLY i1 ..✓ • f J d .!E= 89 3:: :11 ` \\ SI`d4 577 RIM=285.2?. .5.. +... �E� +„ ASr HicLT 1 3�.. CAP ^r ,_==%3.92 -�-��1 1 1 ,>N'.. URB 3' SPP < < a:�o , ! NEW PQRTAB .., , `• ` �' :\\ADDER of \-j�----,1 1 {}.�� i ,; '. tt a I 1 i1 1��_, % fi!f1 ��u ^ 71\ Ir��F i' 1 +- �1•1 rii ich.,(..)4Lmy:".;.,-T, -- - j m O 1 b € 1 --moi f NEW SIGNAL SERIACES it 1 tEw ~ U:. J—ii % 1 r TO SCHOOL BLDG -: •I 11 i . • s Ii �' -� i I I I 1. 1 U i1Osal 11 — I-- -= – t i!1 ii FIRE ALARM CONDUIT RUN FROM MAiN BLDG SCALE: NTS ABOVE CEILING 29-1 ABOVE .COM= 4.7K BUILDING FINAL NEW PORTABLE #1 © 0 m H A 29-2 b N1-1 N1-1 r rert 1 -- "r--- '"��� 1 •,n:,�,o.-...a -��\ IY : s a. -nand • SIH tr.»v_5s. ,r+s`a :wxz,si--__— I 1 1+ 1 r = c¢:ur ! __� ie me-e•z:, u' R Nwr; 1l., 1 n_xxn \/ Lit i I "�5':.,:: I \ • i~ SITE PLAN SCALE: NTS 16 PA I r AUG -- Tukwila Fire /// E - J S SCALE: a' =1'-0" 8 6 4 2 0 Z'4?/ __j 0 gRgg N N N N z >- W IPROJECT NAME LLJW Cr) PERMIT SUBMITTAL SET SCALE: • $' =1'-0" DEVELOPMENT RELEASE DATE: FIRE ALARM SYSTEM FOSTER HIGH SCHOOL PORTABLES FA -101 f2-z 5 11/‘( CNI u_ VI 0 0LJ 0 0 .0 cu W N 0 W LJ M Johnson Controls FOSTER HIGH SCHOOL MDF ROOM FM 200 SUPPRESSION GAS SYSTEM DRAWING INDEX PROJECT DIRECTORY JOHNSON CONTROLS CONTACTS Sheet List Table Sheet Number Sheet Title SG -000 COVER SHEET SG -101 DEVICE & PIPING PLACEMENT PLAN SG -501 PANEL DETAIL & BATTERY CALCULATIONS SG -601 FM - 200 FLOW CALCULATIONS SG -701 TYPICAL DETAILS - ELECTRICAL SG -702 TYPICAL DETAILS - MECHANICAL GENERAL NOTES 1 THESE DRAWINGS DEPICT GENERAL LOCATIONS OF LIFE SAFETY EQUIPMENT & FIELD DEVICES. EXACT ROUTING OF CONDUITS IS TO BE DETERMINED IN THE FIELD BY THE INSTALLING CONTRACTOR TO SUIT CONDITIONS. ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. 2. SHOULD ANY CONDITIONS EXIST THAT DIFFER FROM WHAT IS INDICATED ON THESE DRAWINGS WHICH CAUSE MAJOR DEVIATIONS IN THE WORK SHOWN, THE CONTRACTOR SHALL CONTACT JOHNSON CONTROLS IN A TIMELY MANNER SO AS NOT TO IMPAIR THE CONSTRUCTION SCHEDULE. 3. CONTRACTOR IS RESPONSIBLE FOR MAKING AND OBTAINING APPROVAL FOR ALL NECESSARY ADJUSTMENTS IN CIRCUITING AS REQUIRED TO ACCOMMODATE THE RELOCATION OF EQUIPMENT AND/OR DEVICES WHICH ARE AFFECTED BY ANY AUTHORIZED CHANGE. ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. 4. A STAMPED SET OF APPROVED FIRE ALARM DRAWINGS SHALL BE AT THE JOB SITE AND SHALL BE USED FOR INSTALLATION. 5. THE POWER CIRCUIT TO THE FACP AND TO THE FIRE ALARM POWER SUPPLIES SHALL BE ON A DEDICATED 120V, 20A BRANCH CIRCUIT BREAKER, AND SHALL HAVE A RED MARKING, LOCK -ON PROVISION AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT CONTROL" THE LOCATION OF THE CIRCUIT DISCONNECT MEANS (CIRCUIT BREAKER) SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL UNIT. 6. UPDATE THE AS -BUILT DRAWING SET DAILY WITH JOB PROGRESS. RETURN THE AS -BUILT DRAWING SET TO JOHNSON CONTROLS NO LATER THAN 7 DAYS AFTER FINAL TEST. 7. THE CONTRACTOR WILL MAINTAIN ALL AREAS OF THE BUILDING IN A NEAT AND WORKMANLIKE MANNER. 8. DO NOT APPLY POWER EXCEPT IN THE PRESENCE OF A FACTORY TRAINED JOHNSON CONTROLS TECHNICAL REPRESENTATIVE. 9. ANY SMOKE DETECTOR HEAD INSTALLED BEFORE THE BUILDING IS CLEANED AND ACCEPTED SHALL BE COVERED TO PROTECT FROM DUST. ANY FALSE ALARMS DUE TO DIRT CONTAMINATED HEADS SHALL BE THE RESPONSIBILITY OF THE FIRE ALARM INSTALLER. 10. THE FIRE ALARM INSTALLER WILL MAINTAIN THE FIRE RESISTANCE INTEGRITY OF ALL WALL, CEILING, AND ROOF ASSEMBLIES ANY TIME THAT WORK IS NOT ACTIVELY BEING PERFORMED. 11. INSTALLATION OF DEVICES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POWER LIMITED AND NON -POWER LIMITED FIELD WIRING MUST BE INSTALLED WITHIN THE FACP ENCLOSURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLICABLE ELECTRICAL CODES. REFER TO 'APPLICABLE CODES & STANDARDS' FOR SPECIFIC CODE REFERENCES. 12. ALL WIRING SHALL BE INSTALLED ACCORDING TO APPLICABLE ELECTRICAL CODES. 13. FIRE ALARM CIRCUITS SHALL BE IDENTIFIED IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODES. MARK ALL FIRE ALARM WIRES IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODE SECTIONS FOR POWER LIMITED AND NON -POWER LIMITED WIRE. 14 FIRE ALARM CABLE INSTALLED IN DUCTS, PLENUM, AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE FPLP. 15. FIRE ALARM CABLE INSTALLED IN THE VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR OR CABLES INSTALLED IN VERTICAL RUNS IN SHAFTS SHALL BE TYPE FPLR. 16. FIRE ALARM CABLE INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE UL LISTED FOR WET LOCATIONS. 17. FIRE ALARM CIRCUITS EXTENDING BEYOND ONE BUILDING AND RUN OUTDOORS SHALL BE INSTALLED IN ACCORDANCE APPLICABLE ELECTRICAL CODES, WHERE APPLICABLE. 18. ALL WIRING, INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS. 19. ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE. 20. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT. 21. 120VAC IS NOT PERMITTED IN THE SAME CONDUIT WITH LOW VOLTAGE WIRING. 22. MAINTAIN MAXIMUM CONDUIT FILL RATIO AS PER APPLICABLE ELECTRICAL CODES REQUIREMENTS. 23. EXISTING CONDUITS MAY BE USED BY THE INSTALLATION CONTRACTOR AS DEEMED NECESSARY; HOWEVER, ANY EXISTING CONDUIT WILL BE USED ONLY IF CONDUITS MEET CURRENT STANDARDS AND CODES. JOHNSON CONTROLS MAKES NO STATEMENTS WRITTEN OR VERBAL AS TO THE CONDITION OF EXISTING CONDUITS. IMPORTANT NOTICE TO USER: This information may not be sold or transferred to any third party, used on other projects or additions to the project for which it was prepared, or used for completion of this project by any third party. Johnson Controls disclaims all liability for the use or reuse of altered files by the user or any third party and such use will be a users sole risk. User shall, to the fullest extent permitted by law, defend, indemnify, and hold Johnson Controls harmless from any and all claims for loss, damage or injury arising directly or indirectly from any such unauthorized use. SUPPRESSION SYMBOL LEGEND 0 Q Without Comments As Noted in Rei Per The Attached € atter These plans have b cer, reviewed by The Tukwila Fire Prevention Sure: u t » :-r nfjrmar}ce with current City standards.-ACcePt; r subject to errors and omissions which• ao r hor! e +rioiations of adopt d standards and ordin,; .ce.-. The resvonsibility icor the adequacy of design rests to a`;ti with the designer. Additions, deletions to these drawings after this date will void t; pis :7;-..%-:1'2.•pthnce and will require a resubmittal of revised di ai r, :il "x subsequent uent approval. Final acceptance is subj + cc17. field test and In ton by • The Tukwila Fire Prevention BUreau. Date: C- 2-3 5 By: 5.1 A-cccp h 4e 4e3-1:0,5 N FPA 2-oo i, 1.,5 1I 1) S -ii►ti.• f YCS;s4ctw4 rut( 514,4-0:,.., Fire Pcirmit Number 19-F- igD- To schedule inspections call 206-575-4407 SUPPRESSIONIRE LIST SYMBOL DESCRIPTION BRAND MODEL BOX CODE WIRE TYPE 1 CIRCUIT DESCRIPTION 542R SUPPRESSION RELEASING PANEL ANSUL 433607 MFG RELEASING CIRCUIT SCP 14 AWG RELAY MODULE, N-ANN-RLY X 435358 2 O PHOTOELECTRIC SMOKE DETECTOR SMOKE BASE ANSUL 435893 Z 1 © MANUAL RELEASE, DUAL ACTION/SURFACE BACK BOX ANSUL 435471 418990 P Z 1 a ABORT SWITCH, DEAD -MAIN TYPE ANSUL 076494 X Z 1 • DISCHARGE PRESSURE SWITCH ANSUL 437900 14 AWG Z PS X • Z ZONE (IDC) 1 18 AWG ACTUATOR PLACEMENT INDICATOR SWITCH ANSUL 441871 X Z PI • CONDUIT SIZE MAX CONDUCTOR AREA CONDUIT SIZE MAX CONDUCTOR AREA NOTES 1/2" 3/4" 1" 1 1-1/4" 1-1/2" 2" MAINT SWITCH W/LAMP ANSUL 076498 2 F P n SECOND SENSOR/DETECTOR 1 ® ELECTIC ACTUATOR W / LOCAL MANUAL ACTUATOR ANSUL 570537 570549 F 1 • 106 L DOT CONTAINER ASSY .W/ 137.0 LBS OF FM -200 442876 216" MOUNTING BRACKET ANSUL 570092 1 ® 2" SWIVEL UNION ADAPTOR 570558 • 1tie • 180° 1" BRASS FM -200 NOZZLE DRILL SIZE =8.5 MM & DRILL DIA=0.3346 IN ANSUL 442913 • 1 3 WALL MOUNT STROBE , MULTICANDELA, AGENT ANSUL 433352 V 1 MOUNT HORN STROBE, MULTICANDELA, AGENT ANSUL 433357 H V relWALL 9 4VV1r4.7K END -OF -LINE RESISTOR4.7K(EOL) 4 WARNING PLATE FOR USE INSIDE & OUTSIDE ROOM ANSUL 442928 • FOR BACK BOX OPTIONS, REFER TO THE PRODUCT DATA SHEETS AND INSTALLATION INSTRUCTIONS. 0 Q Without Comments As Noted in Rei Per The Attached € atter These plans have b cer, reviewed by The Tukwila Fire Prevention Sure: u t » :-r nfjrmar}ce with current City standards.-ACcePt; r subject to errors and omissions which• ao r hor! e +rioiations of adopt d standards and ordin,; .ce.-. The resvonsibility icor the adequacy of design rests to a`;ti with the designer. Additions, deletions to these drawings after this date will void t; pis :7;-..%-:1'2.•pthnce and will require a resubmittal of revised di ai r, :il "x subsequent uent approval. Final acceptance is subj + cc17. field test and In ton by • The Tukwila Fire Prevention BUreau. Date: C- 2-3 5 By: 5.1 A-cccp h 4e 4e3-1:0,5 N FPA 2-oo i, 1.,5 1I 1) S -ii►ti.• f YCS;s4ctw4 rut( 514,4-0:,.., Fire Pcirmit Number 19-F- igD- To schedule inspections call 206-575-4407 SUPPRESSIONIRE LIST ACCEPTABLE CABLE TYPES FPLR FPLP THHN TFFN OUTDOOR -; c., CIRCUIT DESCRIPTION CONSTRUCTION GAUGE CIRCUIT PROPERTIES F RELEASING CIRCUIT 2 COND.SOLID 14 AWG X X X H AUDIBLE CIRCUIT 2 COND. SOLID 14 AWG X X X P POWER 2 COND. SOLID 14 AWG 1 X X X • V VISUAL SIGNAL 2 COND. SOLID 14 AWG X X • Z ZONE (IDC) 2 COND. SOLID 18 AWG X X X • CONDUIT SIZE MAX CONDUCTOR AREA CONDUIT SIZE MAX CONDUCTOR AREA NOTES 1/2" 3/4" 1" 0.12 SQ INCH * 0.21 SQ INCH * 0.34 SQ INCH * 1-1/4" 1-1/2" 2" 0.60 SQ INCH * 0.82 SQ INCH * 1.34 SQ INCH * *40% FILL PER N.E.C. SUBSCRIPT "u": UNSHIELDED CABLES MIXED WITH SHIELDED CABLES OF SAME CIRCUIT DESIGNATION. **OUTDOOR AERIAL CABLE REQUIRES MESSENGER ITEMS SUCH AS CAPACITANCE BETWEEN CONDUCTORS AND WIRE GAUGE CAN BE CRUCIAL TO THE CIRCUIT DESIGN OF THIS SYSTEM INSTALLATION. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR SELECTING AND INSTALLING CABLE MANUFACTURER AND MODEL THAT MEETS OR EXCEEDS THE ABOVE REQUIREMENTS. RECOMMENDED CABLE MANUFACTURERS AND MODEL NUMBERS ARE AVAILABLE UPON REQUEST. Site FOSTER HIGH SCHOOL 4242 SOUTH 144TH STREET TUKWILA WASHINGTON 98168 Owner FIRE SHIELD 5202 OLYMPIC DRIVE NW GIG HARBOR, WASHINGTON 98335 PHONE: 253-851-0030 CONTACT: ANDREW MOREN Johnson Controls District - 458 9520 10TH AVENUE SOUTH, SUITE 100 SEATTLE, WA 98108 PHONE: 206-291-1400 FAX: 206-291-1500 SERVICE: 206-291-1400 Installer JOHNSON CONTROLS 9520 10TH AVE SOUTH SUITE 100 SEATTLE ,WASHINGTON 98108 PHONE: 206-856-9523 CONTACT: STEVE RAAB Sales Representative STEVE RAAB STEVE.RAAB@JCI.COM PHONE:206-856-9523 Drawings Prepared By KARTHIKEYAN KARTHIKEYAN.G@JCICOM PHONE:080-405-27084 Drawings Reviewed By ALBERT BRYANT, SET ALBERT.BRYANT@JU.COM PHONE:503-683-9032 DISTRICT - 458 o 'Tr Lrl N C:, SCOPE OF WORK APPLICABLE CODES & STANDARDS PROVIDE AND INSTALL A NEW AUTOMATIC AND MANUAL FM -200 FIRE SUPPRESSION SYSTEM AS SHOWN ON DRAWINGS. ALL NEW WIRING TO BE CLASS B NOTIFICATION APPLIANCE CIRCUITS, INITIATING DEVICE CIRCUITS AND SIGNALING UNE CIRCUITS & INSTALLED IN MIN 3/4" CONDUIT. AUTOMATIC FIRE ALARM SYSTEM SHALL TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE SIGNALS TO BUILDING FIRE ALARM CONTROL PANEL JURISDICTIONS WITHIN THE STATE MAY HAVE AMENDMENTS TO THE STATE ADOPTED CODE. CHECK WITH THE LOCAL JURISDICTION AUTHORITY FOR MORE DETAILS. International Fire Code (IFC / ICC), 2009 Edition National Electric Code (NFPA 70), 2008 Edition Elevator Code, ASME A17.1 2000 Edition National Fire Alarm Code (NFPA 72), 2013 Edition Standard on Clean Agent Fire Extinguishing Systems (NFPA 2001), 2015 Edition OCCUPANCY TYPE(S): B Business Group SPRINKLER PROTECTION: UNKNOWN ABBREVIATIONS LEGEND DEVICE TAG LEGEND AC = ABOVE CEILING AFF = ABOVE FINISHED FLOOR AHJ = AUTHORITY HAVING JURISDICTION ALM = ALARM ANN = ANNUNCIATOR BMS = BUILDING MANAGEMENT SYSTEM C = CEILING MOUNTED CD = CANDELA RATING DET = DETECTOR DGP = DATA GATHERING PANEL E = EXISTING TO REMAIN EOL = END OF LINE EPO = EMERGENCY POWER OFF FAA = FIRE ALARM ANNUNCIATOR FACP = FIRE ALARM CONTROL PANEL FATC = FIRE ALARM TERMINAL CABINET FBO = FURNISHED BY OTHERS FCC = FIRE COMMAND CENTER FSD = FIRE SMOKE DAMPER FTR = FIRE ALARM TRANSPONDER H = HIGH HUMIDITY HT = HEIGHT HVAC = HEATING VENTILATION & AIR CONDITIONING IMS = INFORMATION MANAGEMENT SYSTEM MAX = MAXIMUM MIN = MINIMUM N/A = NOT APPLICABLE NAC = NOTIFICATION APPLIANCE CIRCUIT NDU = NETWORK DISPLAY UNIT NEC = NATIONAL ELECTRIC CODE NFPA = NATIONAL FIRE PROTECTION ASSOCIATION NIC = NOT IN CONTRACT NPU = NETWORK PROCESSING UNIT NTS = NOT TO SCALE PAP = PRE -ACTION PANEL RC = EXISTING TO REMOVE AND COVER RD = EXISTING DEVICE TO BE RELOCATED RL = RELOCATED DEVICE RR = REMOVE EXISTING & REPLACE WITH NEW SCC = STATUS COMMAND CENTER SLC = SIGNALING UNE CIRCUIT SMK = SMOKE SUPV = SUPERVISORY TAC = TRUEALERT ADDRESSABLE CONTROLLER TRBL = TROUBLE TS = TAMPER SWITCH TYP = TYPICAL UON = UNLESS OTHERWISE NOTED VCC = VOICE COMMAND CENTER VT = VALVE TAMPER W = WATTAGE W/ = WITH W/O = WITHOUT WF = WATERFLOW WG = WIRE GUARD WP = WEATHERPROOF XP = EXPLOSION PROOF 1:T2:A2:1-1(E1:1) PANEL DESIGNATOR • FA: = FACP (NON -NETWORK) • #: = NODE NUMBER • T#: = TRANSPONDER NUMBER • #:T# = NODE:TRANSPONDER NUMBER • N#: = NAC EXTENDER NUMBER CIRCUIT DESIGNATOR • D# = DOOR HOLDER CIRCUIT NUMBER • F# = FIRE PHONE CIRCUIT • H# = AUDIBLE (HORN) CIRCUIT NUMBER • M# = IDNET LOOP NUMBER • P# = POWER CIRCUIT NUMBER • S# = SPEAKER CIRCUIT NUMBER • V# = VISUAL CIRCUIT NUMBER • Z# = ZONE NUMBER DEVICE NUMBER BRANCH / ISOLATED LOOP DESIGNATOR: • (L#) = IDNET ISOLATED LOOP NUMBER SYSTEM SEQUENCE OF OPERATIONS SYSTEM INPUTS A CONTROL UNIT ANNUNCIATION . s0� 4�4�,r tiCP4 Oti�� P�',7\,.. � P y Oti�'i•'OO p� a 0� A ��v�▪ ,o0��`'oo�`y�JP��o ` �����qpe`T~3BP ::,i.:0,:<,,,..:"e 4cP �-OJ, ,„ OJO,.)0-Je,.'', .jP�J � ' JPJ• 'JP P P P,P�PPP(PLJPPP O <,,,,,s -?,.$g NOTIFICATION FIRE SAFETY CONTROL B C D E F G H J K L M N O o;o::o\c".s.\'q-f:cv. 0-A C�JP L�JP L�JP L�JP C�Jp.F��� c -,# V W X Y Z AA AB AC AD AE AF AG AH AI AJ REMARKS 1 CLEAN AGENT RELEASING SYSTEM • • 1 2 FIRST SENSOR/DETECTOR • • • • • 2 3 SECOND SENSOR/DETECTOR • • • • • • • • • 3 4 AFTER 30 SECOND COUNTDOWN TIMER • • • 4 5 ABORT SWITCH • 5 6 MANUAL RELEASE STATION • • • • • • • • • • 6 7 MAINTENANCE SWITCH • • • • 7 8 ACTUATOR PLACEMENT INDICATOR • • • • 8 9 DISCHARGE PRESSURE SWITCH • • • • • • 9 10 FIRE ALARM AC POWER FAILURE • • • 1 • 10 11 FIRE ALARM SYSTEM LOW BATTERY • • • • 11 12 OPEN CIRCUIT OR GROUND FAULT • • • • 12 13 CLASS B NOTIFICATION CIRCUIT (NAC) - SHORT • • • • 13 14 14 15 15 16 16 17 17 18 18 19 19 20 1 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 A BCDE F GHI J K LMNOPQRS TUV W X Y Z AA AB AC AD AE AF AG AH AI AJ izzas z 00 tel (f) (11 Ma B co co LLI Z JN OO O� HZ H rig in N- M _� 111 to 0 la 0 0 DESCRIPTION cc a 2 DRAWN BY: KARTHIKEYAN CHECKED BY: ALBERT BRYANT ISSUE DATE: 5/14/19 JOB #: PROJECT #: 458: JOHNSON CONTROLS © 2019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: COVER SHEET SG -000 © Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. PAID SEP 112019 TU(j FIRE LAST SAVED BY: JADITH LAST PRINTED: 5/16/2019 7:08:22 AM 4. 7K 15 4.7K NAC2 4.7K NAC1 4.7K NAC3 NAC2 4 30 NAC1 Zone - Z6 IZ Zone - Z5 PI Z6-1 PS RISER NOTES: 1. RISER IS A DIAGRAMMATICAL REPRESENTATION OF THE SYSTEM ARCHITECTURE IN BUILDING CROSS SECTION. ITIS NOT INTENDED TO REPRESENT ACTUAL WIRE RUNS, PANEL CONFIGURATIONS OR PENETRATIONS. REFER TO FLOOR PLANS AND PANEL DETAILS FOR CIRCUIT ROUTING AND CONFIGURATION INFORMATION. 2. ALL WIRING SHALL COMPLY WITH APPLICABLE ELECTRICAL CODES. REFER TO 'APPLICABLE CODES & STANDARDS' ON SHEET FA -000 FOR SPECIFIC CODE REFERENCES. Z6 4.7K 4.7K Z5-1 Z5 �?Ff Zone - Z4 Zone - Z3 Zone - Z2 Zone - Zl l J 3Z --~°�- ALARM/TROUBLE/SUPERVISORY TO BUILDING FACP SG -101 542R LOCATED IN MDF ROOM 200A 1115120 VOLT AC DEDICATED CIRCUIT RISER DIAGRAM - MDF 200 A SCALE: 1/2" =1'-0'I 27' -4" 10' 6" Z4 4.7K Z3 4.7K Z2 4.7K Z1 4.7K SG -101 MDF ROOM 200A ROOM HEIGHT -13'-6" TOTAL VOLUME - 3869.8 CU.FT Z6 Z5 © 47K 47K Z5-1 F,P,2Z MPI PS Z2 4.7K Z2-1 Z1 Z1-1 4.7K 2Z Z4 Z3 47K 47K Z73-1 Z4-1 SCP CA C N 0 c NAC1 NAC2 10K 10K H,2V,2Z H,2V it 15 30 10K NAC3 DEVICE PLACEMENT PLAN - MDF 200 A SCALE: 1/2" =11-0" 27 4" FM -200 PIPING ISOMETRIC - MDF 200 A SCALE: 1/2" =1'-0" i 10'-6" op U MDF ROOM 200A ROOM HEIGHT -13'-6" TOTAL VOLUME - 3869.8 CU.FT 106L DOT CYLINDER 137.0 LBS. OF FM -200 (SEE CALCS ON SG -601 FOR MORE DETAIL) 1" RISE 9'-11" 1" 4`-$" 0 PIPING PLACEMENT PLAN - MDF 200 A SCALE: 1/2" = 1'-0" 1. PIPE: 1.1. PIPING SHALL BE OF NONCOMBUSTIBLE MATERIAL HAVING PHYSICAL AND CHEMICAL CHARACTERISTICS SUCH THAT ITS DETERIORATION UNDER STRESS CAN BE PREDICTED WITH RELIABILITY. WHERE PIPING IS INSTALLED IN SEVERELY CORROSIVE ATMOSPHERES, SPECIAL CORROSIVE RESISTANT MATERIALS OR COATINGS SHALL BE USED. 1.2. PIPING MATERIALS MUST CONFORM TO THE REQUIREMENTS AS OUTLINED IN NFPA 2001, SECTION 2-2.1, CURRENT EDITION. SCHEDULE 40 OR SCHEDULE 80 PIPE MUST CONFORM TO ASTM A53 OR A106. ORDINARY CAST IRON PIPE, STEEL PIPE CONFORMING TO ASTM A-120, OR NONMETALLIC PIPE SHALL NOT BE USED. 1.3. STENCILED PIPE IDENTIFICATION SHALL NOT BE PAINTED OVER, CONCEALED, OR REMOVED PRIOR TO APPROVAL BY THE AUTHORITY HAVING JURISDICTION. 2. FITTINGS: 2.1. PIPE FIRINGS MUST CONFORM TO THE REQUIREMENTS AS OUTLINED IN NFPA 2001, SECTION 2-2.3, CURRENT EDITION. MALEABLE IRON FITTINGS MUST BE 300 LB. CLASS CONFORMING TO ASTM SPECIFICATION A-197. 150 LB. CLASS AND ORDINARY CAST IRON FIRINGS ARE NOT PERMITTED. 2.2. ONLY UL LISTED "VICTAULIC" OR OTHER UL LISTED GROOVED PIPE FITTINGS MAY BE USED AS WELL AS THREADED, WELDED, OR FLANGED FITTINGS, AS LONG AS THEY CONFORM TO THE ABOVE REQUIREMENTS. HOLE -CUT I•1I IINGS (OR SIMILAR) MAY NOT BE USED. 2.3. ALL PIPE REDUCTIONS MUST BE MADE DIRECTLY AFTER THE TEE, WITH THE TEE BEING THE SAME PIPE SIZE AS THE INLET LINE TO THE TEE. REDUCTIONS MUST BE MADE USING A CONCENTRIC BELL REDUCER OR CONCENTRIC REDUCING COUPLING. REDUCING BUSHINGS, WELD -O -LET AND HOLE -CUT FITTINGS ARE NOT ACCEPTABLE. 3. PIPE HANGERS AND SUPPORTS: 3.1. CYLINDER(S) AND PIPING TO BE SECURELY BRACKETED, ESPECIALLY AT THE I-II IINGS AND NOZZLES. 3.2. PIPE SUPPORTS AND PARTS SHALL BE OF STEEL AND OF RIGID CONSTRUCTION CONDUIT, BEAM AND "C" CLAMPS SHALL NOT BE USED. RIGID SUPPORT BRACING IS REQUIRED AT ALL DIRECTION CHANGE FITTINGS, TEES AND NOZZLES. 3.3. A HANGER SHOULD BE INSTALLED BETWEEN FITTINGS WHEN THE FITTINGS ARE MORE THAN 2 FT. APART. MAXIMUM HANGER SPACING IS 15 FT. ALL HANGERS MUST BE U.L. LISTED AND RIGIDLY SUPPORTED. 3.4. PIPING SHALL BE ANCHORED TO RIGID MEMBERS, SUCH AS WALLS, CEILINGS, AND COLUMNS, AND BRACED TO PREVENT LONGITUDINAL OR LATERAL SWAY. NOZZLE PIPING SHALL BE WELL BRACED AGAINST NOZZLE BACK -THRUST. 3.5. HANGERS AND SUPPORTS SHALL BE OF RUGGED DESIGN AND SHALL BE INSTALLED SO THAT THEY WILL NOT BE LOOSENED BY MOVEMENT OF THE SUPPORTED PIPE. 3.6. ALL SUPPORTS TO BE MOUNTED USING ANCHORS. USE OF POWER ACTUATED STUDS ARE NOT ACCEPTABLE. PIPE LINES SHALL NOT BE SUSPENDED FROM OTHER PIPE LINES. 3.7. PIPE SUPPORTS SHALL BE INSTALLED TO AVOID INTERFERENCE WITH OTHER PIPING, CONDUIT, STRUCTURES, AND EQUIPMENT. 3.8. EARTHQUAKE BRACING SHALL BE USED AS REQUIRED BY LOCAL CODE. 4. CLEANING AND FABRICATION: 4.1. PIPE AND TUBING SHALL BE CUT CLEAN AND REAMED THOROUGHLY TO REMOVE ALL BURRS AND RIDGES. 4.2. PIPING AND TUBING SHALL BE CLEANED THOROUGHLY AS ASSEMBLED. PULL WIRE FLUE BRUSH THROUGH PIPE LENGTH SEVERAL TIMES. PULL CLEAN CLOTH SWABS TREATED WITH PERCHLOR ETHYLENE, OAKITE CLEANING SOLVENT, OR OTHER TRADE ACCEPTED DEGREASING CLEANER, UNTIL PIPE INTERIORS ARE CLEAN, THEN TREAT WITH RUST INHIBITOR. 4.3. ALL THREADED ENDS OF PIPE SHALL HAVE TEFLON TAPE APPLIED. 5. OTHER CONSIDERATIONS: 5.1. ALL PIPE LENGTHS ARE MEASURED CENTER TO CENTER OF FITTINGS. 5.2. PIPE' SIZES AND SCHEDULES MUST BE AS SHOWN. ANY CHANGES IN PIPE LENGTHS (DUE TO FIELD CONDITIONS) MUST FIRST BE APPROVED BY JOHNSON CONTROLS. PIPE REFERENCE THREADED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-106 SEAMLESS GRADE C THREADED SCHEDULE 40 3/8in. - 6in. NPS ASTM A -106/A-53 SEAMLESS GRADE B THREADED SCHEDULE 40 3/8in. - 6in. NPS ASTM A -106/A-53 SEAMLESS GRADE A THREADED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-53 ERW GRADE B THREADED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-53 ERW GRADE A THREADED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-53 FURNACE WELD CLASS F THREADED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-106 SEAMLESS GRADE C WELDED SCHEDULE 40 3/8in. - 6in. NPS ASTM A -106/A-53 SEAMLESS GRADE B WELDED SCHEDULE 40 3/8in. - 6in. NPS ASTM A -106/A-53 SEAMLESS GRADE A WELDED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-53 ERW GRADE B WELDED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-53 ERW GRADE A WELDED SCHEDULE 40 3/8in. - 6in. NPS ASTM A-53 FURNACE WELD CLASS F WELDED SCHEDULE 40 3/8in. - 6in. NPS TABLE 9: US STEEL PIPE REQUIREMENTS FITTING DESCRIPTION PIPE SIZE CLASS 300 MALLEABLE OR DUCTILE IRON LESS THAN OR EQUAL TO 3in. NPS ASTM A -106/A-53 SEAMLESS GRADE B > 3in. NPS ALL TABLE 10: US FITTINGS NOTE: THE FLOW PROGRAM CONTAINS PIPE AND FITTINGS OPTIONS TOGETHER WITH EQUIVALENT LENGTH INFORMATION FOR PIPE AND FITTINGS. PIPE PIPE UNI -STRUT MOUNT TO WALL, CEILING OR FLOOR. UNI -STRUT PIPE CLAMP, MAY BE USED ON FLOOR OR CEILING ONLY. UNI -STRUT MOUNTING BRACKETS TWO HOLE PIPE CLAMP MAY BE USED ON WALL, FLOOR OR CEILING. PIPE SIZE (IN.) MAXIMUM SPACING FT. (M) 3/8 5.0 (1.5) 1/2 5.0 (1.5) 3/4 6.8 (1.8) 1 7.0 (2.1) 1-1/4 8.8 (2.4) 1-1/2 9.0 (2.7) 2 11.0 (3.4) 2-1/2 11.0 (3.4) 3 12.0 (3.7) 4 14.0 (4.3) 6 17.0 (5.2) TABLE 11: HANGER SPACING SCALE:1 2" =1'-0" IN FEET 0 1' 4' DISTRICT - 458 0 CD Io e -IO, N01 N OLED O N 040 an 12=2 rq 0 2 00 00 i-1 LU of W O Yl O Z 11..11 ImmM oe0 W rat) E N d' esi Ls. e 1- Revisions shown with A symbol c:.q 0 m 0 E a u 0 Y C./ 0 a 2 DRAWN BY: CHECKED BY: ISSUE DATE: KARTHIKEYAN ALBERT BRYANT 5/14/19 10B #: PROJECT #: 458: JOHNSON CONTROLS © 2019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: DEVICE & PIPING PLACEMENT PLAN SG -101 © Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. MiaMi :n N IL N V1 .01 N 0 0 LAST PRINTED: 5/16/2019 7:08:26 AM w TO DISCHARGE PRESSURE SWITCH Z5 TO ABORT STATION Z4 TO MANUAL RELEASE STATION Z3 SMOKE DETECTOR Z2 z SMOKE DETECTOR Z1� rZ b NAC2-INSIDE HORN CIRCUIT (C- NAC1-INSIDE NAC1-INSIDE STROBE CIRCUIT 6. HOT GROUND NEUTRAL 'RB5 FO o OU11 ZONE1 ZONE2 ZONE3 ZONE4 ZONES - C) OUr3 OUT4 ZONED 004141UT.2 0_ 0 0- Op 01 ®®®.0 9n1PeCAC5 CLASS A CONVERTER MOD �flftntltl� NAC3 - DISCHARGE STROBE (c-F SUPPRESSION RELEASE CIRCUIT Z 6 Z6 PLACEMENT INDICATOR SWITCH ALRM,TRBL,SUPV TO BLDG PNL EXHAUST FAN TIE-IN 66 CAC5 CLASS A CONVERTER MOD 0 0 IiTiliTiliTilTliTiliTliTliTil�TiliJiliTiliTiljliTilTilTi) 24V AUX.POWER TO MAINTENANCE SWITCH EP < una BATTERY 12Ah BATTERY 12Ah 000000000 000000000 000 )o.o00 )o o00 )° g ANN- RLY RELAY MODULE ANSUL 435358 AUTOPULSE 542R/542D CONTROL PANEL O 0 O 0 ❑ ❑ O 0 O 0 O 0 O 0 ❑ 0 0 0 O 0 0 0 0 0 O 0 O 0 O 0 O 0 0 0 ❑ 0 0 0 0 0 TB6 ANN -BUS - + A B 11 11 11 11 11 -24VDC +24VDC ANN -BUS WIRING NOTES 1. MAINTAIN CORRECT POLARITY ON TERMINAL CONNECTIONS. 2. ALWAYS CUT CONDUCTORS AND SECURE UNDER TERMINALS. NEVER LOOP WIRES UNDER TERMINALS. 3. ANY WIRE SPLICES TO BE MADE BY LISTED AND AHJ APPROVED METHODS. CONDUIT TO FIRE, - ALARM PANEL 240V 60HZ SCP E CO 0 E_ N SCP FINISH FLOOR LEVEL 542R PANEL AT MDF 200A Standby Total Alarm Total Module Qty Description Current Standby Current Alarm Panel Equipment 433607 1 AUTOPULSE 542R AGENT RELEASING CONTROL,120VAC 0.1000 0.1000 0.2640 0.2640 435358 1 RELAY MODULE, AP N-ANN-RLY 0.0000 0.0000 0.0750 0.0750 Notification Devices 433357 1 Strobe, Multi -Candela, AGENT, Red 30 0.0000 0.0000 0.2200 0.2200 433352 2 Strobe ,Multicandela, Agent, Red 15 0.0000 0.0000 0.1600 0.3200 570537 1 SOLENOID, ELECTRIC, REMOVABLE, 24VDC 0.0000 0.0000 0.2500 0.2500 Peripheral Totals 0.0000 0.7900 Battery Set #1 (Cabinet/Charger #1) Total Standby 0.1000 Standby Total Total Alarm 1.1290 Alarm Total Standby Time = Alarm Time = 5 Min x 1.1290 x (1/60) = 0.0941 Alarm Ah Total 0.1000 24 Hrs x 0.1000 = 2.4000 Standby Ah Additional Spare Capacity = 0% Battery Discharge Factor per NFPA 72 2010 = 20% Minimum Battery Required 417692 7 AH Battery Supplied 417693 12AH 2.4941 + 0.0000 2.4941 + 0.4988 2.9929 1.1290 VOLTAGE DROP SUMMARY Plan Circuit Description Load % Drop NAC1 INSIDE STROBE CIRCUIT SIG1 0.411A 1.22% NAC2 INSIDE HORN CIRCUIT SIG2 0.192A 0.63% NAC3 DISCHARGE STROBE CIRCUIT SIG3 0.480A 1.09% NAC4 SUPRESSION RELEASE CIRCUIT SIG4 0.410A 0.25% NAC1 Distributed Load Voltage Drop Allowable % Drop: Wire Gauge: Starting Voltage: ZONE # 2x Wire Resistance: Min. Device Voltage: % Voltage Drop CUSTOM LABEL 16% 0.0061 14ga 16vdc 19vdc 1.22% 2 SMOKE Normal Operation Device # PID Candela Distance (feet) Device Current Voltage Drop Voltage At Device NAC1-1 433357 30cd 20 0.220 0.050 18.95 Totals: 145 Ft 0.411A NAC2 Distributed Load Voltage Drop Allowable % Drop: Wire Gauge: Starting Voltage: ZONE # 2x Wire Resistance: Min. Device Voltage: % Voltage Drop CUSTOM LABEL 16% 0.0061 14ga 16vdc 19vdc 0.63% 2 SMOKE Normal Operation Device # PID Candela Distance (feet) Device Current Voltage Drop Voltage At Device NAC2-1 4333XX 15cd 20 0.016 0.024 18.98 Totals: 115 Ft 0.192A NAC3 Distributed Load Voltage Drop Allowable % Drop: Wire Gauge: Starting Voltage: ZONE # 2x Wire Resistance: Min. Device Voltage: % Voltage Drop CUSTOM LABEL 16% 0.0061 14ga 16vdc 19vdc 1.09% 2 SMOKE Normal Operation Device # PID Candela Distance (feet) Device Current Voltage Drop Voltage At Device NAC3-1 433352 15cd 25 0.160 0.074 18.93 Totals: 130 Ft 0.480A NAC4 Distributed Load Voltage Drop Allowable % Drop: Wire Gauge: Starting Voltage: ZONE # 2x Wire Resistance: Min. Device Voltage: % Voltage Drop CUSTOM LABEL 16% 0.0061 14ga 16vdc 19vdc 0.25% 2 SMOKE Normal Operation Device # PID Candela Distance (feet) Device Current Voltage Drop Voltage At Device NAC4-1 570537 10 0.250 0.025 18.97 PANEL DETAIL& BATTERY CALCULATIONS SCALE: NTS Totals: 32 Ft 0.410A N C O `- 401 C V O DISTRICT - 458 GA 02 CO ) CO W OG Z VI O o=Z N'f Rzr-1 4,) _ = Q __ � W N ti) C7 O J Z O a a W c 0 W L C cc CQ 6 DRAWN BY: KARTHIKEYAN CHECKED BY: ALBERT BRYANT ISSUE DATE: 5/14/19 JOB #: PROJECT #: 458: JOHNSON CONTROLS © 2019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: PANEL DETAIL & BATTERY CALCULATION SG -501 © Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. ZONE SCHEDULE ZONE # POINT TYPE CUSTOM LABEL 1 SMOKE CROSS ZONE SMOKE Z1 2 SMOKE CROSS ZONE SMOKE Z2 3 SPULL MANUAL RELEASE STATION Z3 4 ABORT ABORT SWITCH Z4 5 SUPERV • DISCHARGE PRESSURE SWITCH Z5 6 SUPERV PLACEMENT INDICATOR SWITCH Z6 N C O `- 401 C V O DISTRICT - 458 GA 02 CO ) CO W OG Z VI O o=Z N'f Rzr-1 4,) _ = Q __ � W N ti) C7 O J Z O a a W c 0 W L C cc CQ 6 DRAWN BY: KARTHIKEYAN CHECKED BY: ALBERT BRYANT ISSUE DATE: 5/14/19 JOB #: PROJECT #: 458: JOHNSON CONTROLS © 2019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: PANEL DETAIL & BATTERY CALCULATION SG -501 © Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. FILE PATH: C:\Users\ibryana\OneDrive - Johnson Controls\!Projects\Foster High School (FM -200, 542R)\FM-200\SG-601.dwg LAST SAVED BY: JBRYANA LAST PRINTED: 5/16/2019 7:08:32 AM 30" x 42" - Arch El Size Tyco Clean Agent System EX4510 Company Project Description: Atmospheric Correction Enclosure 1 MDF Enclosure Temperature: Minimum: Maximum: Max. Concentration: Design Concentration: 1 27.3 ft 10.5 ft 13.5 ft 3869.8 ft 3 5 Report ( 7 48 I-Nl DOT Conta • Assy E Page: 6 of 8 0.0 ft 3 3869.8 ft 3 i Consolidated View -Pipe Lengths $ Key ID: Consolidated Report p Parts Report 137.0 Ib 106L DOT Container Assy (Part: 442876) 1 Nozzle Type Diameter Drill Size Nozzle Area Part Number Report ' ft ,49 25 ft El -NI • massy E Page: 7 of 8 Consolidated Report Adjusted Predicted Agent Agent Agent Required Required Delivered Average Nozzle Pressure Consolidated View -Pipe Diameters S Key ID: I Ci Int I06LD€iTContas• 447032845 AConsolidated o Page: 8 of 8 ., Report p Adjusted: 7,25 % Non -permeable: Minimum: 7.20 % Total Volume: Agent Required: 136.1 Ib Agent Required: 137.0 Ib Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of DuPont) Container Name: 106L DOT Container Assy Container Part Number: 442876 Agent Per Container: 137.0 Ib Fill Density: 36.6 lbs / cubic ft Number of Main Containers: 1 of Reserve Containers: 0 Container Empty Weight: 158.3 Ib Weight, All Containers + Agent: 295.3 Ib Floor Area Per Container: 1.40 ft 2 Floor Loading Per Container: 212 lbs / ft 2 ..r "- View#:I -isometric - View #:3- Isometric Min. Adjusted Number Total Agent Required: Container Name: Number of Containers: Nozzle Nozzle Flow Calculation Software v4.00 (FM -200 - UL/FM) / Component of FM Approved SystemMinimum File Name: MDF Room.FC4 Consolidated Report Customer Information Name: Foster High School Address: 4242 South 144th Street Tukwila Washington 98168 Phone: Contact: Title: Project Data Name: Foster High School Designer: Number: Account: Location: Enclosure Report Elevation: 0 ft (relative to sea level) i Factor: 1 ROOM Number of Nozzles: 70 F Width: 70 F Length: 7.25 % Height: Volume: E1 -N1 136.1 Ib 137.0 Ib 137.0 Ib 159 psig 1, ( E1 -N1 180 -BR (NPT) 1 in 8.5 mm 0.6157 in 2 442913 Nozzle Drill Diameter Drill Size E1 -N1 0.3346 inches 8.5 mm Pipe & Fittings Type Diameter Length Elbows (90) Elbows (45) Tees Unions US4OBTS 1 in 14.83 ft 3 0 0 Other Objects Name Quantity Part Number 0 2 in Swivel Union Adaptor 1 570558 System Acceptance Report System Discharge Time: 9.3 seconds Percent Agent In Pipe: 11.1% Percent Agent Before First Tee: 0.0% Dead Volume: 0.0% (0.0 lb) Enclosure Number: 1 Enclosure Name: MDF ROOM Minimum Design Concentration: 7.20% Adjusted Design Concentration: 7.25% Predicted Concentration: 7.25% Maximum Expected Agent Concentration: 7.25% (At 70 F) Calculation Date/Time: Tuesday, May 14, 2019, 1:11:52 PM Copyright (c) JENSEN HUGHES, Inc. Licensed to: Tyco Key ID: 447032845 Page: 1 of 8 Calculation Date/Time: Tuesday, May 14, 2019, 1:11:52 PM Copyright (c) JENSEN HUGHES, Inc. Licensed to: Tyco Key ID: 447032845 Page: 2 of 8 Calculation Date/Time: Tuesday, May 14, 2019, 1:11:52 PM Copyright (c) JENSEN HUGHES, Inc. Licensed to: Tyco Key ID: 447032845 Page: 3 of 8 Calculation Date/Time: Tuesday, May 14, 2019, 1:11:52 PM Copyright (c) JENSEN HUGHES, Inc. Licensed to: Tyco Key ID: 447032845 Page: 4 of 8 AMU!. Description Container On Adapter Elbow (90) Pipe Section Man./End System System Start End Node Node 0 2..__.. 2 3 Pipe Type 3 4 US4OBTS (p; Elbow (90) pe8tNpzzle ysterr 90) System System Ftem QB: 5 6 US4OBTS 1 in 0 7 8 US4OBTS 1 in S4OBTS.. Pipe Diameter 2 in 1 in Consolidated Report Pipe Network Report Total Elevation Union Change 0 3.35 ft Pipe Length 3.35 ft 027 0 Total Equivalent Nozzle Length Name 35.00 ft 0 0 280 ft Oft 2.80ft 2.80 ft Nozzle Nozzle Size Type Nozzle Area Key ID: 447032845 0, BR. Page: 5 of 8 Project: Hazard: Agent: Concentration: Pressure Relief Vent Estimation Foster High School MDF Room HFC-227ea 7.25% Discharge time: 9.3 seconds Enclosure volume: 3,870 cubic feet Relative humidity: 36% Specified peak positive pressure: 5.0 PSF Equivalent Leakage Area (ELA): 62 sq.in. (outflow). Specified peak negative pressure: 5.0 PSF Equivalent Leakage Area (ELA): 121 sq.in. (inflow). Safety factor of 1.2 used for the estimate. 7:02:32 AM 5/16/2019 Estimate by Johnson Controls Based 017 FSSA Guide to Estimating Enclosure Pressure and Pressure Relief Vent Area for Applications Using Clean Agent Fire Extinguishing Systems FSSA PRG -01 Second Edition, January, 2010 Using FSSA PRV Estimator Program Version 1.0.2 DISTRICT - 458 0 0 v� 0101 1-4 0101 N N N LOUD C:› N z o- oar W 1-- LO5 0 0 Woo �--1 S � N La LV W L 1 N 0N tin gel Liu tei em W Cie -11 0 VI 0 Z IA 4Zr 6.1 R- Z W gcrnr CO LAD CO �-1 crik ict z w z Revisions shown with £symbol C7 O W DESCRIPTION 5 cQ G DRAWN BY: KARTHIKEYAN CHECKED BY: ALBERT BRYANT ISSUE DATE: 5/14/19 JOB #: PROJECT #: 458: JOHNSON CONTROLS 02019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: FM -200 FLOW CALCULATIONS SG -601 0 Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. Consolidated View -Node g Key ID: 5 Report ( 7 48 I-Nl DOT Conta • Assy E Page: 6 of 8 Consolidated View -Pipe Lengths $ Key ID: 9.92 ft I06LDOTCont.. 447032845 Report ' ft ,49 25 ft El -NI • massy E Page: 7 of 8 Consolidated View -Pipe Diameters S Key ID: I Ci Int I06LD€iTContas• 447032845 Report lri sn EI -INTI Assy E Page: 8 of 8 ., o'L 0 "- View#:I -isometric 'View: -_2 -Isometric View #:3- Isometric 106L 447032845 DISTRICT - 458 0 0 v� 0101 1-4 0101 N N N LOUD C:› N z o- oar W 1-- LO5 0 0 Woo �--1 S � N La LV W L 1 N 0N tin gel Liu tei em W Cie -11 0 VI 0 Z IA 4Zr 6.1 R- Z W gcrnr CO LAD CO �-1 crik ict z w z Revisions shown with £symbol C7 O W DESCRIPTION 5 cQ G DRAWN BY: KARTHIKEYAN CHECKED BY: ALBERT BRYANT ISSUE DATE: 5/14/19 JOB #: PROJECT #: 458: JOHNSON CONTROLS 02019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: FM -200 FLOW CALCULATIONS SG -601 0 Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. (FM -200, 542R)\FM-200\SG-701.dwg FILE PATH: C:\Users\jbryana\OneDrive - Johnson Controls\!Projects\Foster High 5 LAST SAVED BY: JADITH LAST PRINTED: 5/16/2019 7:08:41 AM 30" x 42" - Arch El Size DEVICE MOUNTING HEIGHT REFERENCE PER NFPA 72 VISUAL APPLIANCE MOUNTING HEIGHT CONSIDERATIONS IN SLEEPING ROOMS 1. MIN DISTANCE IN SLEEPING ROOMS IS 24" (610mm) FROM CEILING TO TOP OF LENS FOR 110CD STROBES WITHIN 16' OF THE PILLOW 2. 177CD STROBES, USED IN SLEEPING ROOMS, CAN BE WITHIN THE 24" (610mm) MINIMUM DISTANCE FROM THE CEILING. THE HIGHER INTENSITY IS TO COMPENSATE FOR A POSSIBLE SMOKE LAYER. A/C SUPPLY OR RETURN DIFFUSER a M 3' INIMU IMUM) IN CEILING V////iii///i/iii/// f/////////////////////i/////7////////r/////17/7/////////ii/////i///1/(/////////////////////////////////////////// \ ---- CEILING MOUNTED SMOKE/HEAT DETECTO ACCEPTED HERE THE 4" REQUIREMENT FOR SMOKE DETECTORS HAS BEEN REMOVED FROM THE 2010 EDITION OF NFPA 72 4" f NOTE: MEASUREMENTS (102mm) SHOWN ARE TO THE CLOSEST / EDGE OF THE DETECTOR. /iii/// ///////////iii /////// FOR CEILING HEIGHTS LESS THAN 86" (2180mm), THE VISUAL LENS MOUNTING HEIGHT SHALL BE WITHIN 6" (150mm) OF THE CEILING. • FIRE) AUDIBLE/VISUAL & VISUAL ONLY APPLIANCES SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW. REF. 80" MIN (IBC) (2032mm MIN) REF. 96" MAX (IBC) (2440mm MAX) ABOVE FINISHED FLOOR 96" MAX (NFPA, ADA) (2440mm MAX) ABOVE FINISHED FLOOR TO TOP OF LENS 80" MIN (ADA) (2032mm MIN) 80" MIN (NFPA) (2032mm MIN) TO BOTTOM OF LENS NOTE: REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHT. fFINISHED FLOOR NFPA 72 AUDIBLE APPLIANCE 6" MIN (152.4mm MIN) BELOW FINISHED CEILING • • AUDIBLE ONLY 90" MIN (2286mm MIN) ABOVE FINISHED FLOOR (OTHER MOUNTING HEIGHTS SHALL BE PERMITTED BY THE AHJ PROVIDING IT MEETS THE SOUND LEVEL OUTPUT REQUIRED.) FIRE PHONE JACK • PNiSI 0 • TO EXIT DOOR 5 (MAX.) (1524mm) MAGNETIC DOOR HOLDER MANUAL PULL STATION DOOR WIDTH LESS 3" - (76mm) 48" MAX (ADA) (1219mm) 48" MAX (NFPA, ADA) (1219mm MAX) 42" MIN (NFPA) (1067mm MIN) MEASUREMENTS SHOWN ARE TO TOP OF PULL HANDLE HEAT DETECTORS NEVER HERE WALL MOUNTED/ SMOKE/HEA DETECTOR FINISHED WALL 4" (102mm) 12" (MAX) (305mm MAX) 1 SIDE WALL PHOTOELECTRIC SMOKE DETECTOR ANSUL 43XXXX 1. (102mm) 12'(305mm) MAXIMUM HEAT SENSORS NEVER HERE 3' (941mm) MIN. s ELECTRICAL BOXY_ x'/1/1/ \\\\\ CEILING MOUNTED SENSOR -WALL MOUNTED SENSOR FINISHED WALL WALL WIRING DIAGRAMS PHOTOELECTRIC SENSOR AUX or SMOKE POWER mc,_ 2W -B or 2WT-B DETECTOR 2W -B or2WT-B DETECTOR EOLRELAY 1■IEOLR-1 I_1p ...I �. 11111 joj LL EO RESISTOR 4W-13 or4WT-B DETECTOR 4W -B or4WT-B DETECTOR SENSOR BASE MOUNTING OPTION "C" WIRING NOTES MAINTAIN CORRECT POLARITY ON TERMINAL CONNECTIONS. 2. ALWAYS CUT CONDUCTORS AND SECURE UNDER TERMINALS. NEVER LOOP WIRES UNDER TERMINALS. 3. ANY WIRE SPLICES TO BE MADE BY LISTED AND AH1 APPROVED METHODS. ORDERING INFORMATION PART NO. DESCRIPTION SHIPPING WEIGHT 435893 2W -B: TWO WIRE PHOTOELECTRIC SMOKE DETECTOR 1.51b / 0.7 kg 435894 2W -B: TWO WIRE PHOTOELECTRIC SMOKE DETECTOR WITH 135deg F FIXED THERMAL SENSOR 1.51b / 0.7 kg 435895 4W -B: FOUR WIRE PHOTOELECTRIC SMOKE DETECTOR 1.51b / 0.7 kg 435896 4W -B: FOUR WIRE PHOTOELECTRIC SMOKE DETECTOR WITH 135deg F FIXED THERMAL SENSOR 1.51b / 0.7 kg ABORT SWITCH ANSUL - 76XXX H2IN 1 �2 IN y 73mm 67mm 0 ANSUL FIRE SLPPREssmi SYSTEM ABORT PUSH NO HELD 0 i 4 IN 117mm 1 MOUNTING DIMENSIONS WIRING NOTES 1. MAINTAIN CORRECT POLARITY ON TERMINAL CONNECTIONS. 2. ALWAYS CUT CONDUCTORS AND SECURE UNDER TERMINALS. NEVER LOOP WIRES UNDER TERMINALS. 3. ANY WIRE SPLICES TO BE MADE BY LISTED AND AH1 APPROVED METHODS. TYPICAL WIRING DIAGRAMS ABORT SWITCH (SERIES) NC ABORT SWITCH ABORT SWITCH (PARALLEL) Nn ABORT SWITCH ORDERING INFORMATION ICMITIEL UNIT IABORT CIRCUIT TEwONALR PART NO. DESCRIPTION SHIPPING WEIGHT 76494 Abort Switch ,Surface - Mount 1 Ib / 0.45kg 76495 Abort Switch, Flush - Mount llb / 0.45kg 76485 Extra Contact Block, N.C. 0.25 Ib / 0.11 kg 76486 Extra Contact Block, N.O. 0.25 Ib / 0.11 kg PULL STATIONS, NBG-12LR ANSUL 435471 DIMENSIONS, BACKBOXES 5 IN 140mm H 105m 4I IN� o�o� SB -10 O n 0 1aIN 35rim 0 } TOP OF PULL HANDLE TO BE MOUNTED AT 42" - 48" A.F.F. WIRING DETAILS TO MANUAL RELEASE (+) 2 CIRCUIT OR a ADDRESSABLE a (_) 1 MONITOR MODULE WIRING NOTES 1. MAINTAIN CORRECT POLARITY ON TERMINAL CONNECTIONS. 2. ALWAYS CUT CONDUCTORS AND SECURE UNDER TERMINALS. NEVER LOOP WIRES UNDER TERMINALS. 3. ANY WIRE SPLICES TO BE MADE BY LISTED AND AH1 APPROVED METHODS. MOUNTING OPTIONS PART NO. DESCRIPTION SHIPPING WEIGHT 435371 NBG-12LR DUAL -ACTION AGENT RELEASE STATION 2 Ib / 0.91 kg MAINTENANCE SWITCH ANSUL 76)00( 4 IN_� 119 mm 4 B IN 117mm WIRING DETAILS 24 VDC ACTUATOR MOUNTING DETAILS SURFACE MOUNT 3 6 IN. 79mri CONTROL UNIT KEY ❑PERAT❑R RELEASE CIRCUIT LOCKOUT SWITCH TER ►ALS VDC INDICAT❑R LAMP (-) O.) IPOLARITY IS SHOWN IN ALARM rnNnTTTnN- FLUSH MOUNT 2 IN. 70mm WIRING NOTES 1. MAINTAIN CORRECT POLARITY ON TERMINAL CONNECTIONS. 2. ALWAYS CUT CONDUCTORS AND SECURE UNDER TERMINALS. NEVER LOOP WIRES UNDER TERMINALS. 3. ANY WIRE SPLICES TO BE MADE BY LISTED AND AHJ APPROVED METHODS. ORDERING INFORMATION PART NO. DESCRIPTION SHIPPING WEIGHT 076498 MAINTENANCE SWITCH , SURFACE MOUNT 2.0 Ib / 0.9 kg 076499 MAINTENANCE SWITCH, FLUSH MOUNT 1 Ib / 0.5 kg 076485 EXTRA CONTACT BLOCK, N.C. 025 Ib / 0.11 kg 076486 EXTRA CONTACT BLOCK, N.O. 025 lb/ 0.11 kg 078179 SPARE KEY 025 Ib / 0.11 kg T e 1 p` ANSUL - 43XXXX, RED 4 I 4 IN AGENT FROM PRECEEDING + APPLIANCE OR - FACP AGENT WIRING DIAGRAM MOUNTING WITH OPTIONAL SEMI -FLUSH PLATE + TO NEXT APPLIANCE OR EOLR STANDARD BACK BOX SFP MOUNTING (PLATE SIGNAL STROBE WIRING NOTES 1. MAINTAIN CORRECT POLARITY ON TERMINAL CONNECTIONS. 2. ALWAYS CUT CONDUCTORS AND SECURE UNDER TERMINALS. NEVER LOOP WIRES UNDER TERMINALS. 3. ANY WIRE SPLICES TO BE MADE BY LISTED AND AHJ APPROVED METHODS. ORDERING INFORMATION PART NO. DESCRIPTION SHIPPING WEIGHT 433352 STROBE, MULTI CANDELA( AGENT) 2.0 Ib / 0.9 kg 429698 STROBE, MULTI CANDELA( FIRE) 2.0 Ib / 0.9kg 437030 STROBE, MULTI CANDELA (ULC) 2.0 Ib / 0.9 kg 433353 STROBE, 75cd WEATHERPROOF (FIRE) 2.0 Ib / 0.9 kg 433354 STROBE, 75cd WEATHERPROOF (AGENT) 2.0 Ib / 0.9 kg HORN STROBE, MULTI CANDELA ANSUL - 43XXXX, RED 5IN�130mm 5 6 IN 130mm 2 _4 aIN 111mm 2 IN 75mm 70mm MOUNTING DIMENSION WIRING DIAGRAM FROM PRECEEDING APPLIANCE OR FACP RED MOUNTING WITH OPTIONAL SEMI -FLUSH PLATE TO NEXT APPLIANCE OR EOLR + STROBE AUDIBLE STANDARD BACK BOX SFP MOUNTING /PLATE SIGNAL STROBE WIRING NOTES 1. MAINTAIN CORRECT POLARITY ON TERMINAL CONNECTIONS. 2. ALWAYS CUT CONDUCTORS AND SECURE UNDER TERMINALS. NEVER LOOP WIRES UNDER TERMINALS. 3. ANY WIRE SPLICES TO BE MADE BY LISTED AND AHJ APPROVED METHODS. ORDERING INFORMATION PART NO. DESCRIPTION SHIPPING WEIGHT 433356 STROBE, MULTI CANDELA W/SOUNDER( FIRE) 2.0 Ib / 0.9 kg 433357 STROBE MULTI CANDELA W/ SOUNDER (AGENT) 2.0 Ib / 0.9 kg 431526 SOUNDER / 75cd*, WEATHERPROOF W/ SOUNDER (FIRE) 2.0 Ib / 0.9 kg 437034 SOUNDER/ 75cd*, WEATHERPROOF W/ SOUNDER (ULC) 2.0Ib / 0.9 kg DISTRICT - 458 W W J I- 0 (, 0 = TA Z W CO ei cr CO 0 CO 0 I - w z Revisions shown with 2L symbol DESCRIPTION ec ec 2 DRAWN BY: CHECKED BY: ISSUE DATE: KARTHIKEYAN ALBERT BRYANT 5/14/19 JOB #: PROJECT #: 458: JOHNSON CONTROLS © 2019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: TYPICAL DETAILS - ELECTRICAL SG -701 © Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. ri M FM -200 CLEAN AGENT TANK DATA FM -200 TANK ANSUL ELECTRIC ACTUATOR The 24 VDC electric actuator is required to electrically actuate 1 IN. BSP • ANSUL PLACEMENT INDICATOR Technical Information ANSUL DISCHARGE PRESSURE SWITCH - 437900 -� Part Number Description Material Thread Size / Type Rating Approvals r THE CONTAINER ASSEMBLEY CONSIST OF A CONTAINER FITTED WITH A VALVE AND INTERNAL SIPHON TUBE, FACTOR FILLED WITH FM 200 FIRE EXTiNGIIISHANT AGENT, AND SUPER PRESSURIZED WRH DRY NITROGEN TO 245 BAR AT 21°C (360 PSI AT 70 °F).CONTAINERS SHARING THE SAME MANIFOLD SHALL BE EQUAL IN SIZE AND FILL DENSITY . CONTAINERS ARE FINISHED IN RED AND ARE AVAILABLE IN VARIOUS SIZES. A NAME PLATE IS MOUNTED TO THE CONTAINER DISPLAYING THE AGENT WEIGHT, TARE WEIGHT, GROSS WEIGHT, FILLDENSITY, CHARGE DATE AND FILL LOCATION. LOW DISCHARGE SWITCH AND LEVEL INDICATOR ARE OPTION THAT / ►/ '� Cl ��.Actuator aactuator 000 •Electrical • (+) 2 �a the tank valve. An electric sinal is required from the g q -� Suppression Control Panel which operates the solenoid in the actuator. This causes the actuator to open the tank valve and ,�..-�-� 441870 INERGEN@ HF Electric Placement Indicator Switch Assembly Switch - Stainless Steel/Plastic/Gold Contacts Housing Plastic 1/2 in.14 NPSM 24v, 0.4A UL Listed (EX -4510) FM Approved •• TO MONITOR MODULE /\� CONTROL PANEL �;°�\\ ��w ► \ / ` discharge the agent. On multiple tank systems, only one () vim°"• * i �\, / \ m� / ,..,. T j is required, on the master valve. The remaining tanks will be actuated pneumatically through 1/4" stainless steel hose and a pneumatic actuator installed on the top of each tank valve. • PRESSURE SWITCH FEEDBACK ����. ^L► Air y � �j�ri ; j \ 1 %iI IIIP /�� 441871 iIndicator Halocarbon Electrical Actuator Placement Switch Assembly85 TO POWER im PRESSURE LIQUID MAY BE SPECIFIED WHEN ORDERING. MOUNTING BRACKETS The actuator draw is 0.25A 331 Note: Composite cap attached to actuator is used as the reset ( IN. mm) TO EQUIPMENT TO BE DE ENERGED a / � -f" 1 tool. To reset actuator, put cap in place and tum knurled swivel coupling until cap threads are completely engaged. A small "click" will be heard while resetting. Placement Indicator Switch Switch Wiring Diagram +OR- Note: Actuator has a 10 year shelf life. 1 le PART NO. CONTAINER SIZE L CONTAINER DIA MM ► �� 31 �� DIRECT EQUIPMENT SHUTDOWN /� 1 SENSOR SWITCH I AND CONNECT R ASSEMBLY .- �` - TO CONTROL O PANEL 570085 8 T032 254 1.8 IN. (45 i 570092 52 TO 180 406 HOUSING INPUT CIRCUIT . / PROGRAMMED FOR SUPERVISORY ! � mm) TO POWER CONTACT ARRANGEMENT 570336 343 610 TO EQUIPMENT TO BE 3 T I 1 I 1 L POLE 1, NORMALLY CLOSED (NCL) TANK INFORMATION + CONNECTOR RoaIREROCOVER (DO i� ) �, iI it r t ;ll .�t �+ J1 + EOL RESISTOR SPECIFIC TO FIRE © CONTROL PANEL OR - • ENERGIZED O DIRECT EQUIPMENT ACTIVATION 4 7 2. POLE 1, COMMON (COM1) �. PO2, NORMALLY OPEN (NOl)l Component Material Thread Type Approvals 1 2 5 8 3 66 9 POLE, NORMALLY CLOSED (NC ) 5. POLE 2, COMMON (COM1) 6. POLE 2, NORMALLY OPEN (NOL) CONTAINER MAX. FILL (LBS.) VALVE SIZE MM HEIGHT FROM FLOOR TO OUTLET TANK DIAMETER NOMINAL TARE WEIGHT EQUIVALENT LENGTHS COVER• i SCREW (COVER)F / " } t)�' ` �j)1 //LT ;`'. s�"!�. ��\ - r SCREW (CONNECTOR COVER) ; �"�� �� INTEGRAL - TWO RETAINER �) PLACES BOLT Electric Actuator Body. Steel K Swivel Nut Brass Actuator Pin: Stainless Steel lin. BSPP UL Listed ULC Listed FM Approved 2 7. POLE 3, NORMALLY CLOSED (NC1) Cr (( (I 8. POLE 3, COMMON (COM1) PART NO NOM. VOL (NOMINAL) MM IN. LB. FT. 3 9. POLE 3, NORMALLY OPEN (NOL) 0---- 4 442872 8 L 9 TO 17 25 305 10" 32.6 32.6 5 442873 16 L 18 TO 35 25 504 10" 40.6 40.6 c);1 6 • SWITCH HOUSING PROVIDES TWO OPTIONS FOR DISCHARGED. d- CONDUIT INLET SIZES - 3/4" AND 1/2" • HOUSING IS RATED IP65 FOR DUST AND WATER • • SWITCH IS THREE POLE, DOUBLE THROW (3PDT) INGRESS. Shipping Assembly Part No.Description 442874 32 L 36 TO 70 25 836 10" 57.5 57.5 442875 52 L 58 TO 114 50 595 16" 108.3 108.37 570537 Electric Actuator 442876 106 L 117 TO 233 50 1022 16" 158.3 158.3 Q 8 _ .. ALLOWING FOR MULTIPLE CONNECTIONS AND • PRESSURE INLET SIZE: 3/8" NPT W/ 1/4" 442877 147 L 163 TO 324 50 1356 16" 198.2 198.2 Q� SWITCHING CAPABILITIES AND PROVIDING REDUCING BUSHING INCLUDED FOR ACTUATION 9 VERSATILITY AND FLEXIBILITY IN THE HOSE CONNECTION. �- INSTALLATION PROCESS. ELECTRICAL SCHEMATIC • PRESSURE SWITCH IS OPERATED BY THE SYSTEM 442878 180 L 199 TO 396 50 1635 16" 233.2 233.2 442879 343 L 379 TO 756 80 1466 24" 456.0 456.0 AGENT PRESSURE WHEN THE SYSTEM IS COOPER -LI pEsi6 rje-;C G� LOAO vo E PIPE CLAMP �pD 1 r ® , ' '' OF�GN tot 2 ANSUL NOZZLE REQUIREMENTS 1. 360° NOZZLES • 1026 SQ. FT. COVERAGE • LOCATE AS CLOSE TO CENTER OF HAZARD AS POSSIBLE -200 NOZZLES I 180° NOZZLE REQUIREMENTS: FM -200 Pik, g P 180° 0 HI gF AFF, N 1,. �� -Alto) �, BALL fRO 0 l� 12 CQ� ALL T� FROM N6 GR FAT FRS LE INSTALLATION HAD FVE N N Nb2�MI�PI NI P Nip, M CoRN FRTH N Z„ FR WARNING PLATE ANSUL 442928 - DOOR NOTICE ( LESS THAN NOAEL ) 'I _ 3. 2. 180° NOZZLES • 1026 SQ. FT. COVERAGE • LOCATE WITHIN 12" OF THE WALL 3. GENERAL • MAX. VERTICAL SPACING: 16' PER ROW 0 0 T 0 0 • MOUNT WITHIN 12" OF CEILING OR TOP OF DESIGNED HEIGHT FOR INTERMEDIATE LEVELS WHEN REQUIRED. NOZZLE PATTERN N4.1 NOZZLES (7PORTS) 36V NOZZLES PATTERN ORIS) • ; u U �1 ANSUL FM -200 NOZZLE DATA ASSEMBLY NUMBERART THREADS COVERAGE THROW MATERIAL APPROVALS 442910 3/8" UL LISTED 442911 1/2" ULC LISTED 442912 3/4" FM APPROVED COOPER B -LINE PIPE CLAMPS 442913 1" 180°/360° 33'RADIUS / 28.6-1/4" RADIUS BRASS PART NO. PIPE SIZE MATERIAL THICKNESS DESIGN LOAD 1 (LBS.) DESIGN LOAD 2 (LBS.) DESIGN LOAD 3 (LBS.) WEIGHT (LBS.) 442914 1 442915 1-1/2" B2008 1/2" 16GA 400 50 50 11 442916 2" B2009 3/4" 14GA 600 75 75 15 W_L� B2010 1" 14GA 600 75 75 16 DOOR NOTICE B2011 1-1/4" 14GA 600 75 75 20 ANSUL FM -200 NOZZLE DATA B2012 1-1/2" 12GA 800 125 125 30 B2013 2" 12GA 800 125 125 34 ASSEMBLY PART NUMBER THREADS COVERAGE THROW MATERIAL APPROVALS B2014 2-1/2" 12GA 800 125 125 38 A Door notice is required at each entrance of the hazard area to advice personnel that they are entering a protected area. Technical Information B2015 3" 12GA 800 125 125 44442920 3/8" UL LISTED B2016 3-1/2" 11GA 1000 200 150 61 442921 1/2" ULC LISTED • MAX AREA COVERAGE PER NOZZLE -1032 Fr • MAX RADIAL DISTANCE PER NOZZLE- 33 FT. • NOZZLE MUST BE LOCATED WITHIN 12 IN. OF THE WALL OF THE HAZARD. • THE INDEX MARK ON THE BOTTOM OF THE NOZZLE MUST POINT AT THE CENTER OF THE HAZARD. GENERAL NOZZLE REQUIREMENTS B2017 4" 11GA 1000 200 150 66 442922 3/4„ FM APPROVED B2018 41/2" 11GA 1000 200 150 70 Material : 2mm (0.08 in) Craylon y Finish : Gloss. Scratch Resistant Overall Size : 210 mm (L) x 210 mm( W) 8.25 in (L) x 8.25 in (W) 442923 1" 180°/360° 33'RADIUS / 28.6' RADIUS STAINLESS BA2019 5" 11GA 1000 200 150 n 442924 1-1/4" BA2020 6" 11GA 1000 200 150 100 442925 1-1/2" • MAX NOZZLE HEIGHT ABOVE FLOOR LEVEL FOR A SINGLE ROW OF NOZZLES IS 16 FT. HIGHER COVERAGE REQUIRES ADDITIONAL ROWS, NOT TO EXCEED 16 FT. BETWEEN ROWS. 442926 2" DISTRICT - 458 LAA z 0X - CLW t/7 H O U to W CO I Cn Q�jN _ � N CW W J NW L f 1 W W OlCn V1 >132 tin ri a 4/1 in= tiN g o T C;) o= tri "Cr T M WC. N1 I- tNi CO CO C±'f z 0 z LA 1- W z 0 CL u W W ec ec 2 DRAWN BY: KARTHIKEYAN CHECKED BY: ALBERT BRYANT ISSUE DATE: 5/14/19 JOB #: PROJECT #: 458: JOHNSON CONTROLS © 2019 SYSTEM: SUPPRESSION GAS SYSTEM SHEET: TYPICAL DETAILS - MECHANICAL SG -702 © Johnson Controls 2019. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. HEET INDEX SHEET REV. DESCRIPTION FA001 FA1XX GENERAL SHEET, LEGEND & NOTES FA101 ELEVATION VIEWS DEVICE LOCATION VIEWS - FIRST LEVEL FA102 FA4XX DEVICE LOCATION VIEWS - FIRST LEVEL FA103 SCHEDULES & RISER DIAGRAMS DEVICE LOCATION VIEWS - FIRST LEVEL FA104 FA7XX DEVICE LOCATION VIEWS - FIRST LEVEL FA105 POWER CALCULATIONS DEVICE LOCATION VIEWS - FIRST LEVEL FA106 DETAIL "A""C" ` SHEET #)000(A SHEET ID -SHEET , "B" / DEVICE LOCATION VIEWS - FIRST LEVEL FA201 REMOTE ANNUNCIATOR DEVICE LOCATION VIEWS - SECOND LEVEL FA202 16 DEVICE LOCATION VIEWS - SECOND LEVEL FA301 FPLP DEVICE LOCATION VIEWS - MECHANICAL UPPER DECK LEVEL FA302 NZ DEVICE LOCATION VIEWS - MECHANICAL UPPER DECK LEVEL FA303 16 DEVICE LOCATION VIEWS - MECHANICAL UPPER DECK LEVEL FA304 FPLP DEVICE LOCATION VIEWS - MECHANICAL UPPER DECK LEVEL FA305 >ER DEVICE LOCATION VIEWS - MECHANICAL UPPER DECK LEVEL FA501 14 SCHEDULES & RISER DIAGRAMS FA502 FPLR SCHEDULES & RISER DIAGRAMS FA601 ® PRODUCT TYPICALS FA701 14 DEVICE DETAILS FA801 FPLR POWER CALCULATIONS CO BELL G 14 2 N FPLP GG AMING CONVENTION SHEET DESCRIPTION FAOXX GENERAL SHEET, LEGEND & NOTES FA1XX DEVICE LOCATION VIEWS - FIRST FLOOR FA2XX ELEVATION VIEWS FA3XX SECTION VIEWS FA4XX LARGE SCALE VIEWS FASXX SCHEDULES & RISER DIAGRAMS FA6XX PRODUCT TYPICALS FA7XX DEVICE DETAILS FA8XX POWER CALCULATIONS FA9X( PRODUCT SHEETS IDENTIFIERS E LEGEND ID TYPE DESCRIPTION SHEILD FM I DEVICE IDENTIFIER - EXISTING, ADD, REPLACE, MOVE, DEMO AWG SHEILD POINT OF PROTECTION IDENTIFIER / TYPE REFERENCE " "'0C i 2 N FPLR xx REVISION IDENTIFIER WM VOICE EVACUATION CONTROL PANEL xxCABLE ID -SEECABLE LEGEND..... -. 4 N DETAIL "A""C" ` SHEET #)000(A SHEET ID -SHEET , "B" / t EMI E LEGEND ID AWG COND SHEILD CLASS ID AWG SHEILD CLASS A 16 2 N FPLR AA 1 WM VOICE EVACUATION CONTROL PANEL B 16 4 N FPLR BB EMI REMOTE ANNUNCIATOR CEILING HORN -STROBE WEATHERPROOF C 16 2 N FPLP CC AES RADIO NZ 2 D 16 4 N FPLP DD 22 >ER WALL SPEAKER/STROBE E 14 2 N FPLR EE ® CEILING CHIME F 14 4 N FPLR FF CO BELL G 14 2 N FPLP GG H 14 4 N FPLP HH I 12 2 N FPLR II J 12 4 N FPLR JJ K 12 2 N FPLP KK L 12 4 N FPLP LL M 16 2 N TFFN MM N 16 4 N TFFN NN 0 16 2 N THWN 00 P 16 4 N THWN PP Q QQ u uu R RR S SS T TT u uu V w X XX Y YY Z ZZ FIRE ALARM CONSTRUCTION DOCUMENT SET SHEET INDEX SHEET INDEX THE SCOPE OF THIS PROJECT IS TO INSTALL A NEW EVAC PANEL, NOTIFICATION, AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. SYSTEM CODES INTERNATIONAL BUILDING CODE (IBC 2015 EDITION) INTERNATIONAL FIRE CODE (IFC 2015 EDITION) NATIONAL FIRE PROTECTION ASSOCATION (NFPA 70 2011 EDITION) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 72 2013 EDITION) NATIONAL FIRE PROTECTION (NFPA 101 2011 EDITION) USE & OCCUPANCY CLASSIFICATION ADA INTERNATIONAL CODE ANSIE 117.1 UNDERWRITERS LABORATORIES, INCORPORATED TUKWILA MUNICIPAL CODES ❑ ASSEMBLY (A) ❑ BUSINESS (B) ▪ EDUCATIONAL (E) ❑ FACTORY & INDUSTRIAL (F) ❑ HIGH HAZZARD (H) ❑ INSTITUTIONAL (I) ❑ MERCANTILE (M) ❑ RESIDENTIAL (R) ❑ STORAGE (S) ❑ UTILITY & MISCELLANEOUS (U) BUILDING CONSTRUCTION TYPES 0 A-1 ❑ A-2 ❑ A-3 ❑ R-1 ❑ R-2 ❑ S-1 ❑ S-2 O H-3 ❑ A-4 ❑ A-5 ❑ H-4 ❑ H-5 ❑ 1-3 ❑1-4 ❑ R-3 ❑ R-4 ❑ S-3 ❑ 5-4 ❑ TYPEI ❑ TYPE II ❑ TYPE III ❑ TYPE IV ❑ TYPE V ❑ TYPE I -A ❑ TYPE II -A O TYPE III -A O TYPE V-A ❑ TYPE I -B ❑ TYPE II -B O TYPE III -B O TYPE V -B AUTOMATIC SPRINKLER PROTECTION ❑ NO O PARTIAL FULL GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL, AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. AS -BUILT DRAWINGS ARE REQUIRED AT THE TIME OF AHJ ACCEPTANCE. SMITH FIRE SYSTEMS REQUIRES ELECTRICAL RED LINES WITH IN TWO WEEKS PRIOR TO PRIOR TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SMITH FIRE SYSTEMS PROJECT MANAGER. ALL SMITH FIRE SYSTEMS FIELD SERVICES MUST BE SCHEDULED WITH SMITH FIRE SYSTEMS PROJECT MANAGER WITH A MINIMUM OF TEN BUSINESS DAY'S ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT sY PROJECT FOREMAN FOR USE BY SMITH FIRE SYSTEMS ALARM TECHNICIAN. 5. FIRE ALARM CONTROL PANEL SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF A SMITH FIRE SYSTEMS ALARM TECHNICIAN. 6. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY A UNDERWRITERS LISTED MONITORING STATION BEFORE AHJ'S TEST. 7. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW SWITCHES, TAMPER SWITCHES, PRESSURE SWITCHES, SMOKE DAMPERS, AND DUCT DETECTOR LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITH IN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLENISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THE 96" ABOVE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3'-6" AND NOT MORE THAN 4'-6" ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASES. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER "END -TO -LINE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SMITH FIRE SYSTEMS ALARM TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT THE FIRE ALARM CONTROL PANEL ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM CONTROL PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIR ALARM CONTROL PANEL. DRAWING ACCEPTANCE THIS DRAWING IS TO BE USED FOR THE PURPOSE OF PLACING AND LOCATING SMITH FIRE SYSTEMS FIRE ALARM DEVICES AND IS NOT BE USED FOR ANY OTHER PURPOSES. RECORD DRAWINGS ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO SMITH FIRE SYSTEMS CORPORATE OFFICE. MONITORING COMPANY INSTALLATION COMPANY ALARM CENTER 4500 3RD AVE, LACEY, WA 98503 ACCOUNT# SMITH FIRE SYSTEMS 1106 54TH AVE E, TACOMA, WA 98424 FIRE ALARM - PANELS QTY SYMBOL DEVICE DESCRIPTION 12 1 FACP 1 FIRE ALARM CONTROL PANEL 5 ©AB FM -200 CLEAN AGENT PANEL iim 0 CEILING STROBE PAP PRE -ACTION CONTROL PANEL CEILING STROBE WEATHERPROOF 1 WM VOICE EVACUATION CONTROL PANEL 5 8 1 FSE I FIRE SIGNAL EXPANDER 0 CEILING HORN -STROBE EMI REMOTE ANNUNCIATOR CEILING HORN -STROBE WEATHERPROOF 8 m AMPLIFIER 12 1 RADIU AES RADIO NZ 2 1 RCU I SUPERVISED REMOTE COMAND UNIT WALL SPEAKER FIRE ALARM - NOTIFICATION DEVICES QTY SYMBOL DEVICE DESCRIPTION 12 ?rt WALL STROBE 5 ©AB WALL STROBE WEATHERPROOF 55 0 CEILING STROBE 34 vP CEILING STROBE WEATHERPROOF 5 1 RTS 1DUCT WALL HORN -STROBE 5 ®BT WALL HORN -STROBE WEATHERPROOF 5 0 CEILING HORN -STROBE 2 vP CEILING HORN -STROBE WEATHERPROOF co WALL HORN 12 ® CEILING HORN NZ WALL MINI -SPEAKER 190*190° WALL SPEAKER 41 ® CEILING SPEAKER 22 >ER WALL SPEAKER/STROBE 11 ,p >EE CEILING SPEAKER/STROBE WEATHERPROOF 189 Ss CEILING SPEAKER/STROBE ® CEILING CHIME B WALL BUZZER ® CEILING BUZZER CO BELL FIRE ALARM - DETECTORS QTY SYMBOL DEVICE DESCRIPTION 89 ©P SMOKE DETECTOR ©AB SMOKE DETECTOR ABOVE CEILING 55 ©BL SMOKE DETECTOR BELOW CEILING 34 4j DUCT SMOKE DETECTOR 5 1 RTS 1DUCT SMOKE DETECTOR REMOTE TEST SWITCH 5 ®BT SMOKE BEAM TRANSMITTER 5 ®BR SMOKE BEAM RECEIVER 2 ®F 135° FIXEDTEMP HEAT DETECTOR ( 135° RATE OF RISE HEAT DETECTOR 12 1940 194° FIXED TEMP HEAT DETECTOR 194'194° RATE OF RISE HEAT DETECTOR 190*190° FIXED TEMP HEAT DETECTOR 12 1940__ 194° LINE TYPE HEAT DETECTOR 1 cap CARBON MONOXIDE DETECTOR FIRE ALARM - MODULE / RELAY QTY SYMBOL DEVICE DESCRIPTION 3 r MANUAL PULL STATION MM MINI MONITOR MODULE 55 M MONITOR MODULE 6 MP TWO POINT POINT MONITOR MODULE E M4 FOUR POINT MONITOR MODULE 50 R RELAY MODULE 1 cR CONTROL RELAY MODULE DI INPUT MODULE m FOUR POINT INPUT/OUTPUT RELAY MODULE 12 D, ISOLATION MODULE NM NOTIFICATION MODULE sM SYNC MODULE 12 BM DOOR HOLDER FIRE ALARM - SPRINKLER QTY SYMBOL DEVICE DESCRIPTION E ® SPRINKLER RISER Q WATER GONG BELL E FS WATERFLOW SWITCH (4, PS PRESSURE SWITCH E Ts TAMPER SWITCH FIRE ALARM - FIREMAN'S PHONE QTY SYMBOL DEVICE DESCRIPTION E lia ELEVATOR STATUS RECALL Q 1 FFP 1 FIRE FIGHTERS PHONE ICCrviIvP BATTERY (4, FIRE FIGHTERS PHONE JACK DOOR BELL (IM FIRE FIGHTERS HANDSET FIRE ALARM - MISCELLANEOUS QTY SYMBOL DEVICE DESCRIPTION E KM KITCHEN HOOD Q JUNCTION BOX 18 ICCrviIvP BATTERY ACCESS / SECURITY / CAMERA - DEVICES QTY SYMBOL DEVICE DESCRIPTION Ex NURSE CALL IMM CCTV CAMERA ICCrviIvP CCTV CAMERA WEATHERPROOF P-3 o DOOR BELL IT/ DOOR BUZZER E= DOOR CHIME DR SECURITY ELECTRONIC DOOR OPENER kik SECURITY ELECTRONIC DOOR STRIKE lc INTERCOM UNIT MI MASTER INTERCOM & DIRECTORY MD MOTION DETECTOR '' SECURITY DOOR ALARM MAG LOCK CR SECURITY CARD READER [ vP SECURITY CARD READER WEATHERPROOF scu SECURITY CONTROL UNIT SCP SECURITY DOOR PANEL DC SECURITY DOOR CONTACTS • SECURITY EXIT PUSH BUTTON K SECURITY KEY PAD c • Without Comments J( As Noted in Red O Per The Attached Letter These plans have been, reviewed by T -he Tukwila Fire Prevention Buren;.; `<: conformance with current City standards. Accepi:1> : subject to errors and omissions which OD authorize violations of adopted standards and of ,din ;--:: E . The responsibility for the adequacy of desigFp with the designer. Additions, deiedc s =..a? ; ;„ : ons to these drawings after this date Mil t ;.:;ce.epcance and will require a resubmittal of revi5.:2:1 , for subsequent approval. Final acceptance 1 sr. »'f.; ;eid test and Inspection by The Tukwila Fire Date: Y-(0-) 9 _: yf )i j :L I vI 1�,khf,'�.l �'t (5 �-><r,s W�1 i sk.!'A'- LvvtvS CI+ .� �%�(i .{- - 'e- 4"f "-1ok c A-)1 /'OV $ ►3o s C�. 4' t 14 -h h4 _pc— C i - ov.1-010,kcc. • 41 Volta. -evc,c, a►1gav,ct,ww,A 4v k ih4cIIi5i le.. 1%, a IA 4Ve43 -# 1-01,41 11 bx.wl 11(041-e. Gla o I. FA , P5 , 0401414 C'$ bizcikfrs Fire Permit Number 9 - To schedule inspections call 206-575-4407 PAD TA 1) 2019 TU `%'` ILA FIRE - �9zgr 34 rye IRE SYSTEMS INC. 1106 54TH AVE E TACOMA, WA 98424 0 th N 0) M N CD CC u- 2 cn z z w F- 0 4242 144TH ST ISSUE LOG: DESCRIPTION 1— z w CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 2/6/19 PROJECT #: FA18144 SYSTEM: FIRE ALARM SHEET: GENERAL SHEET LEGEND & NOTES FA001 SLC TO FACP PIV TS u DCVA LEARNING STUDIO LEARNING STUDIO 131 Al -3 75cd 1/2w LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO Al -6 75cd 1/2w Al -5 75cd 1/2w Al -8 75cd 1/2w Al -9 75cd 1/2w TYPICAL AUDIO / VISUAL SHUNT TYPICAL AUDIO / VISUAL SHUNT LOCATED IN RISER RM M97 sane RISER Al -1 15cd 1/2w VESTIBULE AiA,'na t� VESTIBULE SMALL GROUP STAIR SLC TO FRCP TO FSE -A / NAC -3 AMP -A / CKT-3 A3-7 15cd 1/4w SS RSTM j 144 RSTM 143 Al -12 15cd 1/2w SS A1-11 15cd 1 /2w 7 SMALL GROUP CUSTODIAN STAIR A3-1 15cd 1/2w LEARNING COMMONS A3-6 15cd lw A2-1 30cd lw A2-2 30cd lw A3-8 15cd 1/4w DRESSING A1-14 30cd 1/4w 7-c) l A1-13 Y 15cd 1/2w A3-9 15cd 1/2w RSTM TYPICAL AUDIO / VISUAL SHUNT A2-3 15cd 1/4w A3-10 WP 115cd n 2w EOL CTE / APPLIED LEARNING LAB SCIENCE STUDIO CORRIDOR A3-5 75cd 1/2w A4-11 75cd lw EOL A2-5 30cd lw A2-4 30cd lw A3-2 15cd 1/2w SPECIAL EDUCATION SCIENCE SUPPORT A2-9 15cd 1/4w EOL OUTSIDE COURTYARD -*- SLC TO FACP SCIENCE STUDIO SCIENCE STUDIO 1126 j SPECIAL EDUCATION 150 TYPICAL AUDIO / VISUAL A4-10 SHUNT L 115cd lw A2-6 30cd lw A2-7 30cd lw SS A3-4 30cd lw SMALL GROUP 1238 A3-3 1/2w CORRIDOR 117 j A2-8 d 1 /4w SMALL GROUP A4-8 15cd 1/4w LEARNING STUDIO 122 A4-9 15cd 1/2w SLC TO FACP LEARNING STUDIO B2-3 15cd 1/4w SCIENCE PREP POTTERY/ART RM 140 B1-2 30cd 1 /2w B1-1 95cd lw B2-1 75cd lw B2-4 75cd lw A4-3 15cd 1/2w SCIENCE STUDIO 138 ART PREP TO FSE -B / NAC -1 AMP -B / CKT-1 LEARNING COMMONS 123 A4-7 115cd TYPICAL lw AUDIO / VISUAL SS SHUNT B2-2 1Lw TYPICAL AUDIO / VISUAL SHUNT n MEM EMEEM FILE STORAGE 163 TYPICAL AUDIO / VISUAL SHUNT JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 KEY PLAN IRE SYSTEMS INC. 1 0 0 ct T 1 ct)8 w (/)Q _ r cf) LLI 0 Ncc() NE -O Z O d V 0) w 0 w WORK AREA DEVICE LOCATION VIEWS - FIRST LEVEL SCALE: 1 /8" = 1'-0" r/Vr FA1 01 FA1 05 KEY PLAN N.T.S. CONSTRUCTION SET JEF MARQUEZ 2/6/19 FA18144 SYSTEM: FIRE ALARM DEVICE LOCATION VIEWS FA1O1 B1-2 30cd 1/2w SS B1-1 95cd 1w B2-1 75cd 1w TO FSE -B / NAC -2 AMP -I3 / CKT-2 75cd 1w ART PREP TO FSE -B /NAC -1 AMP -B / CKT-1 LEARNING COMMONS 123 I 00 A4-7 115cd TYPICAL AUDIO / VISUAL iw SHUNT 4>, TYPICAL AUDIO / VISUAL SHUNT FILE STORAGE LEARNING STUDIO OFFICE OFFICE B2-14 15cd 1/2w EOL B2-12 1/4w B2-6 75cd 1w OFFICE OFFICE STAFF B2-7 1/4w B3-7 75cd 1/2w B2-10 30cd 1 /2w OFFICE 'OFFICE 160 B2-8 1/4w STAIR RSTM 166 TYPICAL AUDIO / VISUAL SHUNT OFFICE VESTIBULE A4-4 15cd 1/2w B1-7 15cd 1/2w B1-8 30cd 1/2w LEARNING STUDIO WORK 4 B3-8 30cd 1/2w CONFERENCE B3-6 75cd 1/2w A4-5 75cd 1w R B3-12 15cd 1/4w B3-1 15cd 1/2w CORRIDOR B3-13 30cd 1/2w EOL OFFICE M TS TS B1-6 30cd SS 1/2w RSTM OFFICE D1-2 95cd 2w B1-5 15cd 1/2w TO ELEVATOR MECH RM RELAY TO ELEVATOR MECH RM SMOKE OFFICE C3-1 115cd 2w OUTSIDE COURTYARD TESTING 108 I B4-6 15cd 1/4w OFFICE B3-2 95cd 1/2w B4-5 15cd 1/4w 84-4 15cd 1/4w C3-3 115cd 2w EOL CORRIDOR OFFICE D1-3 75cd 2w ELEV MECH UP TO AUDITORIUM CONTROL RM / 1 1 1 1 OFFICE 134-7 1/4w B4-3 75cd 1w SLC TO FACP AUDITORIUM MAI L B4-2 B4-1 15cd 15cd I 331 CAMPUS LOCKDOWN MANUAL PULL STATION OFFICE STAIR VESTIBULE PRINCIPAL 1106 C1-7 15cd 1/4w -r-- MOUNTED UNDER SKY BRIDGE WORK C1-2 RSTM 15cd C1-1 15cd 1/2w C2-1 185cd 2w 01-3 75cd 1w ASSIT PRINCIPAL HEALTH 01-8 15cd 1/4w MOUNTED -+- HIGH CEILING -- MOUNTED UNDER SKY BRIDGE SLC TO FACP C1-9 15cdi 2w LOCATED UNDER STAIRS C1-6 15cd 1/2w RECEPTION FAN MOUNTED HIGH CEILING C1-10 15cd 1/2w C1-5 75cd 1w C1-4 75cd 1w MOUNTED HIGH CEILING -.-- MOUNTED UNDER SKY BRIDGE MOUNTED -*- HIGH CEILING D2-3 75cd 2w EOL CONFERENCE 11111111111111111 TO FACP WAITING CAMPUS LOCKDOWN MANUAL PULL STATION MOUNTED -.- HIGH CEILING SLC TO FACP MOUNTED HIGH CEILING COMMONS 300 CONFERENCE MOUNTED --.- HIGH CEILING MOUNTED -•- HIGH CEILING OPEN TO ABOVE MOUNTED HIGH CEILING SLC TO FACP E2-2 135cd 2w LOCATED IN ELEVATOR MECH RM TO CORRIDOR 115 SMOKE SHUNT TRIP POWER INPUT -»- MONITOR SHUNT TRIP / SHUNT TRIP POWER LOSS -�- FIREMANS FLASHER HAT M97 M059 TO ELEVATOR SMOKE --0- PRIMARY ELEVATOR RECALL SECONDARY ELEVATOR RECALL MOUNTED --0- IGH CEILING FAN VESTIBULE 0 MOUNTED -+-- HIGH CEILING MOUNTED -0-- HIGH CEILING MOUNTED -•- HIGH CEILING MOUNTED -■-- FAN HIGH CEILING \ M97 M074 E1-1 75cd 1w DEVICE LOCATION VIEWS - FIRST LEVEL i SCALE: a. 0 TO FSE -E / NAC -1 AMP -E / CKT-1 DELI 300D 0 MOUNTED -•- HIGH CEILING MOUNTED -a- HIGH CEILING MOUNTED -+- HIGH CEILING FAN MOUNTED HIGH CEILING M97 S073 fi JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 0 C4-4 185cd \/ 2w EOL KEY PLAN FA1 01 CONSTRUCTION SET DESIGNER: ISSUE DATE: PROJECT #: JEF MARQUEZ 2/6/19 FA18144 SYSTEM: FIRE ALARM WORK AREA FA104 DEVICE LOCATION VIEWS FA103 FA105 KEY PLAN FA1O2 TO CORRIDOR 115 SMOKE TO ELEVATOR SMOKE -�— FIREMANS FLASHER HAT PRIMARY ELEVATOR RECALL —*—SECONDARY ELEVATOR RECALL 0 MOUNTED —.-- HIGH CEILING DEVICE LOCATION VIEWS - FIRST LEVEL SCALE: 1/8" = 11-0" [01 0 97 0 MOUNTED —T— HIGH CEILING C2-3 135cd 2w S096 HIGH CEILING MOUNTED —.-- FAN HIGH CEILING M97 S094 MOUNTED —*— HIGH CEILING " P M FAN MOUNTED HIGH CEILING M97 M095 MOUNTED HIGH CEILING C4-4 185cd 2w EOL M l M97 M074 MOUNTED —•-- HIGH CEILING M97 S073 PREP AREA 3376 E1-7 15cd 1 /2w M97 M087 DH R DELI E1-1 75cd 1w 300D M97 MSS DH R M97 M091 DM /1DH, DH M97 / 7 M97. R M090 R M089 R KITCHEN 337 C2-4 15cd 2w EOL COMMUNITY KITCHEN 300F E1-13 EO L E1-12 1.—ez1 15cd 15cd ! 1/2w • RSTM 301 E1-11 15cd 1 RSTM 302 E1-8 12w /cd2w TYPICAL CARBON MONOXIDE DETECTOR RELAY MECH 339 ELE 338 %4-1N9 1 E1-10 30cd 1/2w E1-6 15cd SS 1/4w E1-5 30cd 1w WORK/STORAGE 305A 1 SLC UP TO MECH DECK DUCT DETECTOR M093 KH M M092 TYPICAL CARBON MONOXIDE DETECTOR RELAY E1-4 15cd 1/2w SS R S E1-3 OFFICE1 /4w 337A TO FSE -E / NAC -1 AMP -E / CKT-1 fi D E2-3 135cd 2w KEY PLAN JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 CONSTRUCTION SET DESIGNER: JEF MARQUEZ FA101 ISSUE DATE: PROJECT #: SYSTEM: 2/6/19 FA18144 FIRE ALARM FA102 FA104 DEVICE LOCATION VIEWS FA105 KEY PLAN N.T.S. FA1O3 EXERCISE RM D3-11 15cd 1 /2w EOL D3-9 75cd 2w D1-1 95cd 2w D3-10 75cd 2w TYPICAL AUDIO / VISUAL SHUNT SLC UP TO MECH RM DUCT SMOKE DETECTOR M114 SLC UP TO MECH RM - DUCT SMOKE DETECTOR M115 TYPICAL AUDIO / VISUAL SHUNT MECH ACCESS D3-4 15cd 1/2w D3-6 15cd 1/2w LOCATED IN RISER RM STORAGE 319C WET RISER WET RISER D1-2 95cd 2w FSE -D FSE -E SLC TO FACP RISER STAGE D3-1 75cd 2w TO FSE -D / NAC -3 AMP -D / CKT-3 D3-2 75cd 2w F1-1 15cd 1/4w LEARNING STUDIO 1315 AUDITORIUM PRACTICE F1-5 115cd 1w EOL OFFICE OFFICE D2-1 95cd 2w CHORAL STORAGE 315A OFFICE SLC UP TO MECH RM DUCT DETECTOR M109 D4-8 15cd 1/2w F2-1 75cd 2w D2-2 95cd 2w OFFICE SECURITY STAIR OFFICE RSTM D4-7 75cd 1/2w RSTM F3-2 15cd F3-1 1/4w 15 cd 1/4w 1 © 0 D2-3 75cd 2w EOL TO FACP RCU CORRIDOR VESTIBULE F2-6 15cd 1/2w E2-1 135cd 2w E4-5 15cd 1/4w ALCOVE E4-3 1/4w OFFICE E4-7 Is 15cd 307E E4-2 /4w E4-1 15cd 1/4w SLC TO FACP JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 E4-6 75cd 1w MENS LOCKER E4-8 15cd 1/4w STORAGE LAUNDRY KEY PLAN STORAGE 307C MENS LOCKERS CONSTRUCTION SET DESIGNER: JEF MARQUEZ FA101 ISSUE DATE: PROJECT #: SYSTEM: 2/6/19 FA18144 FIRE ALARM SHEET: FA1 02 FA104 DEVICE LOCATION VIEWS FA103 FA105 KEY PLAN N.T.S. FA1O4 F2-6 15cd 1/2w E2-2 135cd 2w /-0 BT RTS M97 M125 E2-1 135cd 2w DBR t \ 0 FSE -E / NAC -2 AMP -E / CKT-2 MAIN GYMNASUM 306 E2-3 135cd 2w E2-4 135cd 2w EOL zB C � DEVICE LOCATION VIEWS - FIRST LEVEL SCALE: 1/8" = 11-0" 7-1 E4-5 15cd 1/4w F2-5 15cd 1/2w 1/2W TO J FSE -F /NAC -2 AMP -F / CKT-2 CORRIDOR 303 SECURITY STAIR 316 313A F2-3 S 1/4w F3-1 15cd 1/4w F3-2 15cd 1/4w F2-4 15cd v 1/2w TO FSE -F / NAC -3 AMP -F / CKT-3 E4-4 1/4w nW n E4-6 75cd 1w ALCOVE 306A MENS LOCKER 307 j MENS SHOWERS 307A E4-7 15cd STORAGE 307C 1 RSTM 307D E4-8 15cd 1/4w SS STORAGE j 307B E4-9 S 1/4w WP E4-10 15cd 1w E4-11 W E4-3 1/4w OFFICE 307E B 314 TO FACP -H RCU VESTIBULE 313 MENS LOCKERS 307 E4-13 75cd 1w EOL 307H 307[ BOYS TEAM RM j 310 CORRIDOR 31 OA d 1/ w j\ 1 /2w WOMENS LOCKERS E3-8 75cd V lw 308 WP E3-9 15cd 1/4w SS VESTIBULE 308A E3-6 V 75cd 1w WP SLC UP TO MECH DECK DUCT DETECTOR M127 STORAGE 308B E3-5 1/4w STORAGE 308C LU E3-4 15cd 1/4w RSTM 307G RSTM 308G E3-1 15cd TO FSE -E / NAC -3 AMP -E / CKT-3 E4-12 15cd 1/2w VESTIBULE 309 I WOMENS LOCKER 308F F3-5 15cd 1w FSE -E / NAC -4 AMP -E / CKT-4 B 1 RTS M SLC TO FACP STORAGE 312A j S F3-3 1/2w M97 M130 F3-4 A 185cd , 2w B RTS M97 4010101.60, CORRIDOR E3-2 75cd SS 1w RSTM E3-3 15cd 308D OS E3-10 ALCOVE 1/4w 306B OFFICE 308E F3-6 15cd 1w COMMONS 312 GIRLS TEAM RM 311 MAT STORAGE 312B E3-11 1/4w E3-13 0 1/4w EOL CORRIDOR E3-12 15cd 1 308H 1 1/4w F3-7 185cd 2W OL (� BR ®BR M131 JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 KEY PLAN 1106 CO 000 CD CD r d. OD 0 Q L _ r �—LLI T�U C N < ISSUE LOG: DESCRIPTION w KEY PLAN N.T.S. WORK AREA CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 2/6/19 PROJECT #: FA18144 SYSTEM: FIRE ALARM SHEET: DEVICE LOCATION VIEWS FA1O5 PORTABLE 3/4 CLASS ROOM PORTABLE 7/8 CLASS ROOM J1-4 75cd 1w EOL J3-4 75cd 1w EOL J3-2 15cd RESTROOM TO FSE -J / NAC -1 AMP -J / CKT-1 CLASS ROOM PORTABLE 1/2 CLASS ROOM TO FSE -J / NAC -3 AMP -J / CKT-3 CLASS ROOM PORTABLE 5/6 CLASS ROOM J2-4 75cd 1w EOL J4-4 75cd 1w EOL RESTROOM M97 J2-2 15cd RESTROOM IIRESTROOM 11 J4-2 15cd RESTROOM J2-1 75cd 1w TO FACP J4-1 75cd 1w CLASS ROOM CLASS ROOM JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 KEY PLAN 0 O 2 U 2 2 LOU (it0 LL 4242 144TH ST ISSUE LOG: DESCRIPTION 1— Z W DEVICE LOCATION VIEWS - FIRST LEVEL FA101 SCALE: 1/8" = 1'-0" FA106 KEY PLAN N.T.S. —WORK AREA CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 2/6/19 PROJECT #: FA18144 SYSTEM: FIRE ALARM SHEET: DEVICE LOCATION VIEWS FA1O6 LEARNING STUDIO 1 229 1 LEARNING STUDIO 1 231 LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO G1-3 75cd 1/2w G1-6 75cd 1/2w G1-2 75cd 1/2w G1-5 75cd 1/2w G1-8 75cd 1/2w G1-9 75cd 1 /2w TYPICAL AUDIO / VISUAL SHUNT CORRIDOR G1-4 15cd 1/2w G1-7 15cd 1/2w TT) G1-11 15cd 1 /2w G1-10 15cd 1/4w SLC TO FACP CONFERENCE CTE / APPLIED LEARNING LAB G1-13 15cd 1/2w G3-1 15cd 1/2w G1-12 15cd 1/2w TYPICAL LEARNING STUDIO AUDIO / VISUAL SHUNT 244C LEARNING STUDIO G2-2 75cd 1 /2w G1-16 I 1/4w G1-17 15cd 1 /2w EOL j ELE 1/1 240 I CORRIDOR RSTM OFFICE M TYPICAL VISUAL SHUNT SLC TO FACP CTE / APPLIED LEARNING LAB TYPICAL AUDIO / VISUAL SHUNT SLC UP TO MECH RM DUCT DETECTOR M153 LEARING STUDIO F4-7 15cd 1/2w LEARNING STUDIO OFFICE G2-3 75cd 1 /2w G3-5 30cd 1 /2w F4-8 75cd 2w G3-2 15cd 1 /2w SLC TO FACP OPEN TO BELOW OUTSIDE COURTYARD SCIENCE STUDIO 235 F4-10 75cd 2w G3-4 30cd 1/2w F4-11 75cd 2w G2-6 15cd 1/4w LEARING STUDIO SMALL GROUP F4-13 15cd 1/4w TYPICAL AUDIO / VISUAL SHUNT SMALL GROUP G3-3 15cd 1 /2w CORRIDOR F4-12 15cd 1/2w LEARNING STUDIO 218 CONFERENCE SCIENCE SUPPORT H1-2 15cd 1/4w F4-5 15cd 1/2w G4-2 75cd 1 /2w SS H1-1 30cd 1/2w F4-14 75cd 2w G4-1 95cd 1/2w TO FSE -G / NAC -4 AMP -G / CKT-4 LEARNING COMMONS 219 TO FACP H1-5 75cd 1w TYPICAL AUDIO / VISUAL SHUNT MDF H1-3 15cd 1/4w F4-15 75cd 2w EOL TYPICAL AUDIO / VISUAL SHUNT CORRIDOR CONFERENCE 204 LEARNING STUDIO 217 P M97 IS163 ELE/JTR 219B H1-4 177cd 1w CTE / APPLIED LEARNING LAB 237 SMALL GROUP 219A it WORK RM (;4—q 1 " CA) DEVICE LOCATION VIEWS - SECOND LEVEL TYPICAL AUDIO / VISUAL F4-4 15cd 1/2w F4-1 75cd KEY PLAN JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 WORK AREA CONSTRUCTION SET DESIGNER: ISSUE DATE: PROJECT #: JEF MARQUEZ 2/6/19 FA18144 SYSTEM: FIRE ALARM DEVICE LOCATION VIEWS KEY PLAN FA201 G4-2 75cd 1 /2w /-0 VP 200E H1-2 15cd 1/4w F4-5 15cd 1/2w \__vy SCIENCE SUPPORT 235E TO FSE -H / NAC -2 AMP -H / CKT-2 H1-1 30cd 1/2w SS F4-14 75cd 2w G4-1 95cd 1 /2w TO FSE -G / NAC -4 AMP -G / CKT-4 LEARNING COMMONS 219 TO FSE -H / NAC -1 AMP -H / CKT-1 /-0 M97 / M157 TO FACP H1-5 75cd 1w TYPICAL AUDIO / VISUAL SHUNT t\ \z� SCIENCE STUDIO \ 236 H2-1 15cd 1/2w M D F H1-3 15cd 1/4w SS /-0 F4-15 75cd 2w EOL TYPICAL AUDIO / VISUAL SHUNT CORRIDOR CONFERENCE 204 200C LEARNING STUDIO 217 G4-3 75cd SS 1/2w /0 ELE/JTR SS H1-4 177cd 1w CTE / APPLIED LEARNING LAB SMALL GROUP WORK RM H2-3 15cd 1/4w TYPICAL AUDIO / VISUAL SHUNT F4-4 15cd 1/2w F4-1 75cd 2w LIBRARY FSE -A AMP -A AMP -B 200 RADIO FSE -G FSE -H AMP -G AMP -H TYPICAL AUDIO / VISUAL SHUNT G4-4 15cd 1/2w SS H2-4 30cd 1 /2w B F4-2 FSO E-F / NAC-4� 75cd AMP -F / CKT-4, 2w RSTM OFFICE LEARNING STUDIO P H2-5 �C.) 1/2w � `" SS H1-8 15cd 1/4w SS H1-6 75cd 1w G4-5 75cd 1/2w RSTM SLC UP TO MECH RM DUCT DETECTOR M164 SLC UP TO MECH RM DUCT DETECTOR M165 H2-6 30cd 1 /2w SS H1-10 15cd 1/4w TEAM RM OFFICE TYPICAL AUDIO / VISUAL SHUNT M97 S166 H2-7 15cd 1/2w /-0 LEARNING STUDIO H2-8 95cd 1 /2w SS EOL CAREER CENTER OPEN TO BELOW IF REQUIRED LOBBY STAIR LEARNING STUDIO H4-1 15cd 1 /2w BOOK STORAGE H3-3 15cd RSTM M97 M178 HALL OFFICE 1208 H3-1 15cd 1/4w OFFICE 210 H3-4 15cd 1/4w SS SL TO FACP { G H3-6 75cd lw STAFF LOUNGE \ FO \ SSE -H / NAC -4 AMP -H / CKT-4 © P SLC TO FAN \ O H42 \, M97 15cd S176 M97 EOL \, ri DN TO AUDITORIUM FSE-D/CKT-1 D1-4 30cd 1/4w M97 I S177 H3-5 15cd 1/4w SECURITY FA202 DEVICE LOCATION VIEWS - SECOND LEVEL COMMONS 300 OPEN TO BELOW SLC TO FACP D4-5 15cd 1/4w EOL SS RELAY AUDITORUIM SOUND SYSTEM SHUT DOWN SCALE: 1/8" = 1'-0" KEY PLAN JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: PROJECT #: SYSTEM: 2/6/19 FA18144 FIRE ALARM WORK AREA DEVICE LOCATION VIEWS KNEY PLAN .T.S. FA202 SLC DN TO CORRIDOR 205 DUCT DETECTOR S152 2ND FLOOR UPPER MECH DECK FA301 JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 KEY PLAN WORK AREA CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 2/6/19 PROJECT #: FA18144 SYSTEM: FIRE ALARM FA302 FA304 DEVICE LOCATION VIEWS - MECHANICAL LEVEL DEVICE LOCATION VIEWS FA303 FA305 SCALE: 1/8" = 1'-0" KEY PLAN FA301 i11 2ND FLOOR UPPER MECH DECK SLC DN TO CORRIDOR 204 DUCT DETECTOR S164 SLC DN TO CORRIDOR 204 DUCT DETECTOR S166 DEVICE LOCATION VIEWS - MECHANICAL LEVEL 1 SCALE: 1/8" = 11-0" KEY PLAN JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 FA301 CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: PROJECT #: SYSTEM: 2/6/19 FA18144 FIRE ALARM WORK AREA--► FA302 FA304 FA303 DEVICE LOCATION VIEWS FA305 KEY PLAN FA302 1 rrit: DEVICE LOCATION VIEWS - MECHANICAL LEVEL 1ST FLOOR UPPER MECH DECK SLC DN TO COMMONS 300 SMOKE DETECTOR S094 SLC DN TO KITCHEN 337 KITCHEN HOOD M092 KEY PLAN JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 FA301 CONSTRUCTION SET DESIGNER: ISSUE DATE: PROJECT #: SYSTEM: JEF MARQUEZ 2/6/19 FA18144 FIRE ALARM FA302 FA304 FA303 DEVICE LOCATION VIEWS WORK AREA -+- FA305 KEY PLAN FA303 1 --1 SLC DN TO COMMONS 303 SMOKE DETECTOR S108 1ST FLOOR UPPER MECH DECK SLC DN TO RISER RM 340 SMOKE DETECTOR S113 fit t \ SLC DN TO CORRIDOR 304 SMOKE DETECTOR S111 1ST FLOOR UPPER MECH DECK CDS DEVICE LOCATION VIEWS - MECHANICAL LEVEL � SCALE: SLC DN TO RISER RM 340 PULL STATION M118 SLC TO MECH RM DUCT DETECTOR M115 1ST FLOOR UPPER MECH DECK SLC DN TO RISER RM 340 PULL STATION M118 b KEY PLAN JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 FA301 WORK AREA CONSTRUCTION SET DESIGNER: ISSUE DATE: PROJECT #: JEF MARQUEZ 2/6/19 FA18144 SYSTEM: FIRE ALARM FA302 FA304 DEVICE LOCATION VIEWS FA303 FA305 KEY PLAN FA304 1ST FLOOR UPPER MECH DECK SLC DN TO GYM 306 BEAM DETECTOR M126 I M97 M125 M97 M129 1ST FLOOR UPPER MECH DECK DEVICE LOCATION VIEWS - MECHANICAL LEVEL SCALE: 1/8" = 11-0" JEF MARQUEZ NICET LEVEL IV FIRE ALARM SYSTEMS CERT #119820 EXP 7/1/22 KEY PLAN IRE SYSTEMS INC. 1106 0 0 0 CO CO CO CD COgql ^C )' VJ < FJ W = T Uw) 0 Li.1r i- O V +WORK AREA KEY PLAN N.T.S. CONSTRUCTION SET JEF MARQUEZ FA18144 SYSTEM: FIRE ALARM DEVICE LOCATION VIEWS FA305 TYPICAL AUDIO / VISUAL SHUNT WET RISER WET RISER DRY RISER TS TS TS FS FS TS SLC LOOP TO EVAC M97 M001 M97 M002 142 M2 M2 M97 M003 M97 M004 M97 MD05 M97 '/ MD06 M07 S007 M97 S020 M97 5021 P M97 M97 M97 S023 S023 S024 P SLC LOOP M97 S047 P M97 5049 P M97 M051 M97 M M TS TS M052 M97 S053 M97 S061 M97 M055 M97 M056 142 M97 M057 M97 M058 M97 M059 M97 M060 M97 S034 f SHUNT TRIP POWER INPUT - MONITOR SHUNT TRIP / SHUNT TRIP POWER LOSS FIREMANS FLASHER HAT PRIMARY ELEVATOR RECALL f SECONDARY ELEVATOR RECALL SLC LOOP BR /CI_ SLC LOOP M97 M182 M97 S070 P M97 1 DH R RTS 14 M086 M97 S071 M97 1 DH R M087 DH R M97 M088 DH R M97 M089 DH R M97 M074 M97 M090 M97 son P F M SLC LOOP 1 M97 M081 M97 S039 P DH R M97 M091 M97 M130 M131 SLC LOOP SLC LOOP SLC LOOP SLC LOOP PIV TS M PIV TS M DCVA TS TS M97 M160 M97 M182 M M97 M181 M97 5160 M97 M118 M97 5119 M97 S099 WET RISER WET RISER M97 M120 M97 M121 TS FS TS FS 142 142 IM97 // M12297 1 M97 M123 M97 6101 SLC LOOP SLC LOOP M97 SO41 P M97 DH M043 %A\ SCHEDULES & RISER DIAGRAMS M97 M174 DH M97 M044 DH M97 M045 D M97 M046 SLC LOOP EVAC RADIO ANN FSE -A AMP -A FSE -B AMP -B FSE -C AMP -C FSE -D AMP -D Al -1 A1-2 Al -3 A1-4 A1-5 Al -6 Al -7 Al -8 A1-9 Al -10 Al -11 A1-12 A1-13 A1-14 A1-15 15cd 75cd 75cd 15cd 75cd 75cd 15cd 75cd 75cd 15cd 15cd 15cd 15cd 30cd 15cd FSE -A / NAC -1 AMP -A / CKT-1 O 0000000000000 .041mA .111mA .111mA .041mA .111mA .111mA .041mA .111mA .111mA .041mA .041mA .041mA .041mA .063mA .066mA 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/4w A2-1 A2-2 A2-3 A2-4 A2-5 A2-6 A2-7 A2-8 A2-9 30cd 30cd 15cd 30cd 30cd 30cd 30cd 15cd 15cd SS SS EOL .063mA .063mA .041mA .063mA .063mA .063mA .063mA .041mA .041mA lw lw 1/4w lw lw lw lw 1/4w 1/4w FSE -A / NAC -2 AMP -A / CKT-2 A3-1 A3-2 A3-3 A3-4 A3-5 A3-6 A3-7 A3-8 A3-9 A3-10 15cd 15cd 15cd 30cd 75cd 15cd 15cd 15cd 15cd 115cd O © 0 0 0 0 0 © 0 WP► FS E-A / NAC -3 AMP -A / CKT-3 .041mA .041mA .041mA .063mA .111mA .041mA .041mA .041mA .041mA .210mA 1/2w 1/2w 1/2w lw 1/2w 1w 1/4w 1/4w 1/2w 2w EOL A4-1 A4-2 A4-3 A4-4 A4-5 A4-6 A4-7 A4-8 A4-9 A4-10 A4-11 15cd 15cd 15cd 15cd 75cd 15cd 115cd 15cd 15cd 115cd 75cd ® SS EOL .041mA .041mA .041mA .041mA .111mA .041mA .158mA .041mA .041mA .158mA .111mA 1/2w 1/2w 1/2w 1/2w lw 1/2w lw 1/4w 1/2w lw lw FSE -A / NAC -4 AMP -A / CKT-4 B1-1 B1-2 81-3 B1-4 B1-5 B1-6 B1-7 B1-8 B1-9 95cd 30cd 30cd 30cd 15cd 30cd 15cd 30cd 15cd SS SS EOL .134mA .063mA .063mA .063mA .041mA .063mA .041mA .063mA .041mA 1w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w FSE -B / NAC -1 AMP -B / CKT-1 B2-1 62-3 B2-4 B2-6 75cd B2-2 15cd 75cd B2-5 75cd B2-7 B2-8 B2-9 30cd B2-11 B2-12 B2-13 15cd B2-10 B2-14 FSE -B / NAC -2 ,111mA 1/4w .041mA .111mA 1/4w .111mA 1/4w 1/4w 1/4w .063mA 1/4w 1/4w 1/4w .041mA AMP-B/CKT-2 lw 1/4w lw lw 1/2w 1/2w O © 0 0 0000000000 EOL B3-1 B3-2 B3-6 B3-7 B3-8 B3-9 B3-10 B3-12 B3-13 15cd 95cd B3-3 B3-4 B3-5 75cd 75cd 30cd 15cd 15cd 83-11 15cd 30cd FSE -B /NAC -3 0 0 © © © 0 0 0 3 © SS SS EOL AMP -B / CKT-3 .041 mA .134mA 1/4w 1/4w 1/4w .111mA .111mA .063mA .066mA .066mA 1/4w .041 mA .063mA 1/2w 1/2w 1/2w 1/2w 1/2w 1/4w 1/2w B4-1 B4-2 84-3 B4-4 B4-5 B4-6 B4-8 15cd 15cd 75cd 15cd 15cd 15cd B4-7 15cd O SS EOL 1/4w .041 mA 1/4w FSE -B / NAC -4 AMP -B / CKT-4 .066mA .066mA .111mA .041mA .041mA .041mA lw 1/4w 1/4w 1/4w C1-1 C1-2 C1-3 C1-4 C1-5 C1-6 C1-7 C1-8 C1-9 15cd 15cd 75cd 75cd 75cd 15cd 15cd 15cd 15cd O 0000 ® 0 WP1 FSE -E P -E FSE -F AMP -F FSE -G AMP -G FSE -H AMP -H FSE -C / NAC -1 041 mA .043mA .111mA .111mA .111mA .041mA .041mA .041mA AMP-C/CKT-1 1/2w 1w lw lw 1/2w 1/4w 1/4w FSE -C / NAC -2 AMP -C / CKT-2 WP C2-1 C2-2 C2-3 185cd 135cd 135cd .222mA .172mA .172mA 2w 2w 2w FSE -C / NAC -3 AMP -C /CKT-3 C3-1 115cd WP C3-2 15cd C3-3 115cd ►■ WP►1 ■ .210mA .066mA .210mA 2w 2w 2w C2-4 15cd SS EOL .041mA 2w EOL C4-1 C4-2 C4-3 C4-4 30cd 30cd 75cd 185cd FSE -C / NAC -4 A .0A AMP -C / CKT-4 .063m1/2w 1/2w A 63m FSE -D / NAC -1 AMP -D / CKT-1 .107mA 2w .222mA 2w EOL D1-1 D1-2 01-3 D1-4 D1-5 95cd 95cd 75cd 30cd 15cd SS @ EOL .121 mA .121 mA .107mA .063mA .041mA 2w 2w 2w 1/4w 1/4w FSE -D / NAC -2 AMP -D / CKT-2 D2-1 D2-2 D2-3 95cd 95cd 75cd .121 mA .121 mA .107mA 2w 2w 2w EOL .066mA 2w C1-10 C1-11 15cd 15cd SS SS EOL .041mA .041mA 1/2w 1/2w D3-1 D3-2 D3-3 D3-4 D3-5 D3-6 D3-7 D3-8 D3-9 D3-10 D3-11 75cd 75cd 15cd 15cd 15cd 15cd 15cd 15cd 75cd 75cd 15cd SS SS EOL .111mA .111mA .041mA .041mA .041mA .041mA .066mA .066mA .111mA .111mA .041mA 2w 2w 1/2w 1/2w 1/2w 1/2w 2w 2w 1/2w FSE -D / NAC -3 AMP -D / CKT-3 G 00000 (1) D4-1 D4-2 D4-3 D4-4 D4-5 D5cd 5cd 1D5cd D4-9 FSE -D / NAC -4 AMP -D / CKT-4 0 O 0000000 0 1/4w 1/4w 1/4w 1/4w 1/4w .041mA .111mA .041mA 1/4w 1/2w 1/2w 1/2w 04-10 04-11 O ® EOL 1/4w 1/4w E1-1 E1-2 E1-4 E1-5 E1-6 E1-7 E1-8 E1-10 E1-11 E1-12 E1-13 75cd-:-30cd E1-3 15cd --30cd 15cd 15cd --30cd E1-9 30cd 15cd- 15cd 15cdGO 00000000 FSE -E / NAC -1 AMP -E / CKT-1 .111mA .063mA 1/4w .041mA .063mA .041mA .041mA .063mA 1/4w .063mA .066mA .041mA .066mA lw lw 1/2w lw 1/4w 1/2w 1/2w 1/2w 1/2w FSE -E / NAC -2 AMP -E / CKT-2 0 E2-1 E2-2 E2-3 E2-4 135cd 135cd 135cd 135cd .172mA .172mA .172mA .172mA 2w 2w 2w 2w E3-1 15cd SE -E / NAC -3 AMP -E / CKT-3 .066mA .11VmA .066mA .041mA 1/4w r( EOL EOL E3-2 E3-3 E3-4 E3-6 E3-7 E3-8 E3-9 E3-12 75cd 15cd 15cd E3-5 75cd 75cd 75cd 15cd E3-10 E3-11 0 0 0 © WP►:: 0 WP .158mA .158mA .158mA .041mA 1/4w lw 1/2w lw 1/4w 15cd E3-13 O EOL 1/4w .041mA 1/4w 1/4w E4-1 E4-5 E4-6 E4-7 E4-8 E4-10 E4-11 15cd E4-2 E4-3 E4-4 15cd 75cd 15cd 15cd E4-9 15cd FSE -E / NAC -4 1 A 1/4w AMP -E / CKT-4 041 /1 mm E4-12 E4-13 75cd 15cd 75cd SS SS EOL .041mA .111mA 1/2w 1/2w lw O 0 0 0 0 WP►:: ►1 GO WP►� WP►11 1/4w 1/4w .041mA 1/4wl1/4w 15cd F1-2 F1-3 F1-4 1F115 -5d FSE-F MP F / NAC -1 .041mA 1/4w 1/4w 1 //44w .1581mA EOL1/4w F1-1 .158NmA .066mA .041mA 1/4w F2-1 F2-2 F2-4 F2-5 F2-6 F2-7 75cd 75cd F2-3 15cd 15cd 15cd 15cd ® 0 © ►•: ►11 ® SS EOL FSE -F / NAC -2 111 mA .111mA 1/4w .043mA .043mA .041mA .041mA AMP-F/CKT-2 2w 2w 1/2w 1/2w 1/2w 1/2w F3-1 F3-2 F3-4 F3-5 F3-6 F3-7 15cd 15cd F3-3 185cd 15cd 15cd 185cd FSE -F / NAC -3 ,041 mA .041mA 1/2w .043mA .041mA .041mA .043mA AMP-F/CKT-3 1/4w 1/4w 2w lw lw 2w ® © © ►C: ® 0 ►11 EOL .066mA lw .158mA F4-1 F4-2 F4-3 F4-4 F4-5 F4-6 F4-7 F4-8 F4-9 F4-10 F4-11 F4-12 F4-13 F4-14 F4-15 75cd 75cd 30cd 15cd 15cd 15cd 15cd 75cd 75cd 75cd 75cd 15cd 15cd 75cd 75cd O 00000000000000 EOL FSE -F /NAC -4 EOL AMP -F / CKT-4 .111mA .111mA .063mA .041mA .041mA .041mA .041mA .111mA .111mA .111mA .111mA .041mA .041mA .111mA .111mA 2W 2W 1/2w 1/2w 1/2w 1/2w 1/2w 2w 2w 2w 2w 1/2w 1/4w 2w 2w G1-1 G1-2 G1-3 G1-4 G1-5 G1-6 G1-7 G1-8 G1-9 G1-10 G1-11 G1-12 G1-13 G1-14 G1-17 15cd 75cd 75cd 15cd 75cd 75cd 15cd 75cd 75cd 15cd 15cd 15cd 15cd 15cd G1-15 G1-16 15cd FSE -G / NAC -1 AMP -G / ca -1 O 000000000000 000 FSE -J AMP J .041mA .111mA .111mA .041mA .111mA .111mA .041mA .111mA .111mA .041mA .041mA .041mA .041mA .066mA 1/4w 1/4w .041mA 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 1/4w 1/2w 1/2w 1/2w 1/2w G2-1 G2-2 G2-3 G2-4 G2-5 G2-6 G2-7 75cd 75cd 75cd 75cd 15cd 15cd 75cd SS SS EOL .111mA .111mA .111mA .111mA .041mA .041mA .111mA 1/2w 1/2w 1/2w 1/2w 1/4w 1/4w 1/2w FSE -G / NAC -2 AMP -G / CKT-2 FSE -G / NAC -3 AMP -G / CKT-3 G3-1 G3-2 G3-3 15cd 15cd 15cd G34 G3-5 G3-8 30cd 30cd G3-6 G3-7 75cd O SS EOL .063mA .063mA 1/4w 1/4w .111mA 1/2w 1/2w 1/2w .043mA .043mA .043mA 1/2w 1/2w 1/2w G4-1 G4-2 G4-3 G4-4 G4-5 G4-6 G4-7 G4-8 95cd 75cd 75cd 15cd 75cd 75cd 75cd 75cd SS SS EOL 1/2w 1/2w 1/2w 1/2w 1/2w 1/2w 11/2wA 111/2wA FSE -G / NAC -4 AMP -G / CKT-4 .134mA .111mA .111mA .041mA .111mA .111mA H1-1 H1-2 H1-3 H1-4 H1-5 H1-6 H1-7 H1-8 H1-9 H1-10 H1-11 30cd 15cd 15cd 177cd 75cd 75cd 30cd 15cd 15cd 15cd 30cd I OSS SS EOL .063mA .041mA .041mA .226mA .111mA .111mA .063mA .041mA .066mA .041mA .063mA 1/2w lw lw lw 1/4w 1/2w FSE -H / NAC -1 AMP -H / CKT-1 H2-1 H2-3 H2-4 H2-5 H2-6 H2-7 H2-8 15cd H2-2 15cd 30cd 15cd 30cd 15cd 95cd SS SS SS EOL .041mA 1/4w .041mA .063mA .041mA .063mA .041mA .134mA 1/2w 1/4w 1/2w 1/2w 1/2w 1/2w 1/2w FSE -H / NAC -2 AMP -H / CKT-2 H3-1 H3-2 H3-3 H3-4 H3-5 H3-6 H3-7 15cd 15cd 15cd 15cd 15cd 75cd 75cd SS SS SS EOL FSE -H / NAC -3 FSE -H / NAC -4 H4-1 H4-2 15cd 15cd 0 EOL .041mA .041mA 1/2w 1/2w EOL J1-1 J1-2 J1-3 J1-4 75cd 15cd 15cd 75cd Ei EOL .111mA .066mA .066mA .111mA lw 1w AMP -J / CKT-1 J2-1 J2-2 J2-3 J2-4 75cd 15cd 15cd 75cd E EOL .111mA .066mA .066mA .111mA 1w 1w FSE -J / NAC -2 J3-1 J3-2 J3-3 J3-4 75cd 15cd 15cd 75cd 15E -f EOL FSE -J / NAC -3 .111mA .066mA .066mA .111mA 1w 1w J4-1 J4-2 J4-3 J4-4 75cd 15cd 15cd 75cd EOL .111mA .066mA .066mA .111mA 1w 1w FSE -J / NAC -4 AMP -J / CKT-4 (.:.) (.:.) ::1:: (..:) (141:) :I: 0 1 co ,__ cc) 0 co a) Cr: CO 0 1.1.1 cf) ci: 1.... a: 3: 1-- (f) `I- :2; --J 0 C\J 0 LOG: DESCRIPTION 1- z w 0 CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 2/6/19 PROJECT #: FA18144 SYSTEM: FIRE ALARM SHEET: SCHEDULES & RISERS DIAGRAMS FA501 FIRE ALARM / EMERGENCY COMMUNICATIONS SYSTEM INPUT OUTPUT MATRIX ''''' 0 1-`41 cn SYSTEM INPUTS FIRE ALARM / EMERGENCY COMMUNICATIONS SYSTEM: ANNUNCIATE ALARM CONDITION AT THE FIRE ALARM / EMERGANECY COMMUNICATION SYS EM CONTROL PANEL ANNUNCIATE ALARM CONDITION AT THE FIRE ALARM / EMERGANECY COMMUNICATION SYSTEM REMOTE ANNUNCIATOR TRANSMIT ALARM SIGNAL TO THE CENTRAL STATION MONITORING COMPANY ANNUNCIATE TROUBLE CONDITION ATTHE FIRE ALARM /EMERGENCY COMMUNICATIONS CONTROL PANEL ANNUNCIATE TROUBLE CONDITION AT THE FIRE ALARM /EMERGENCY COMMUNICATIONS REMOTE ANNUNCIATOR TRANSMIT TROUBLE SIGNALTO THE CENTRAL STATION MONITORING COMPANY ANN UNCIATE SUPERVISORY CONDITION ATTHE FIRE ALARM /E1\1ERGENC COMMUNICATIONS CONTROL PANEL ANNUNCIATE SUPERVISORY CONDITION ATTHE FIRE ALARM /EMERGENCY COMMUNICATIONS REMOTE ANNUNCIATOR TRANSMIT SUPERVISORY SIGNAL TO THE CENTRAL STATION MONITORING COMPANY ACTIVATE LIVE VOICE EMERGENCY COMMUNICATION SYSTEM ANNOUNCEMENT OVERRIDE ALL PRE-RECORDED FIRE ALARM SYSTEM / EMERGENCY COMMUNICATION SYSTEM ANNOUNCEMENTS AUDIBLE / VISUAL NOTIFICATION APPLIANCES: ACTIVATE THE APPROPRIATE PRE-RECORDED FIRE ALARM /EMERGENCY COMMUNICATION VOICE MESSAGE OVER THE FIRE ALARM SYSTEM SPEAKERS ACTIVATE ALL FIRE ALARM /EMERGENCY COMMUNICATION SYS I EM AUDIBLE NOTIFICATION APPLIANCES ACTIVATE ALL FIRE ALARM /EMERGENCY COMMUNICATION SYSTEM VISIBLE NOTIFICATION APPLIANCES IMMEDIATELY DISABLE ALL AUDIO / VIDEO, PUBLIC ADDRESS, AND INTERCOM SYSTEMS AUDIBLE NOTIFICATION APPLIANCES OPERATION MAINTAINED UNTIL FIRE ALARM RESET VISUAL NOTIFICATION APPLIANCES OPERATIONAL UNTIL FIRE ALARM SYSTEM RESET SCHOOL LOCKDOWN INPUT SHALL INITIATE A VOICE NOTIFICATION MESSAGE DISTINCTLY DIFFERENT FROM A FIRE ALARM MESSAGE AND TRANSMIT A UNIQUE SIGNAL /MESSAGE TO THE CENTRAL STATION MONITORING COMPANY ACTIVATION OF CARBON MONOXIDE DETECTION SENSOR SHALL INITIATE A VOICE NOTIFICATION MESSAGE DISTINCTLY DIFFERENT FROM A FIRE ALARM MESSA6E AND TRANSMIT A UNIQUE SIGNAL/MESSAGE TO THE CENTRAL STATION MONITORING COMPANY DOOR HOLDERS: RELEASE DOORS TO BE CLOSED ELEVATORS: TRANSMIT ELEVATOR RECALL SU PERVISORY SIGNAL TO CENTRAL STATION MONITORING COMPANY SHUTDOWN ELEVATOR POWER THROUGH THE SHUNT TRIP BREAKER FEATURE MONITOR ELEVATOR SHUNT TRIP BREAKER CIRCUIT INITIATE ELEVATOR EMERGENCY RECALL PHASE 1 PASSENGER CAR TO PRIMARY SAFE FLOOR INITIATE ELEVATOR EMERGENCY RECALL PHASE 2 PASSENGER CAR TO ALTERNATE SAFE FLOOR INITIATE ELEVATOR RED HAT LIGHT HVAC MECHANICAL SYSTEMS: INMATE LOCALHAVC UNIT SHUTDOWN FOR THE HVAC U NIT THAT THE SMOKE DETECTOR IS SERVING ONLY INITIATE GLOBAL HVAC SHUTDOWN TO THE ENERGY MANAGEMENT CONTROL SYSTEM CLOSE ALL FIRE/SMOKE DAMPERS IMMEDIATELY DEACTIVATE THE HIGH VOLUME LOW SPEED FANS SPRINKLER SYSTEMS: LOCAL SPRINKLER SYSTEM ELECTRIC BELL ACTIVATION UPON THE FLOW OF SPRINKLER SYS IEM WATER KITCHENS: NATURAL GAS SOLENOID SHUTOFF FOR KITCHEN COOKING APPLIANCES ACTIVATE ALL EXHAUST FANS SERVING THE CLASS I COOKING HOOD SHUTDOWN KITCHEN APPLIANCE POWER THREOUGH THE SHUNTTRIP BREAKER FEATURE FIRE ALARM / EMERGENCY COMMUNICATIONS SYSTEM: _ dl , . AIM IIIIII 11111F FIRE ALA.RM/ EMERGENCY COMMUNICATIONS SYSTEM CONTROL PANEL IN ALARM CONDITION MAN UAL PULL STATION SMOKE DETECTOR Ad AillIMILVAII ErAIIIIMICIPIr IMIMINIIIIIIIIIIIVPIPAIIM AIIIIIIIIIIIIIIIINININIIIIIIIMNINIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMNMIIIIIIIIIIIMIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIMIMIIMIM AdllMllrrArrAdllrrAIIIIIIIIIIIBMMIMIBIMVFPAarllIlIllaallianllMiaIIIIIHrrAMPFAIM VrAllVrAIIIIIIIIIIIIIII - - MIMI 11110101111ki,. FAIIIIIII MI= IIIIINIIIIIWAII EFFAIME*11111 BEAM DETECTOR FIRE ALARM/ EMERGENCY COMMUNICATIONS SYSTEM CONTROL PANEL IN TROUBLE CONDITION FIRE ALARM/ EMERGENCY COMMUNICATIONS SYSTEM CONTROL PANEL IN SUPERVISORY CONDITION FIRE ALARM/ EMERGENCY COMMUNICATIONS SYSTEM ACTIVATION BY LIVE VOICE ANNOUNCEMENTS (MICROPHONE) AT THE FIRE ALARM/ EMERGENCY COMMUNICATION SYSTEM CONTROL PANEL FIRE ALARM/ EMERGENCY COMMUNICATIONS SYSTEM ACTIVATION BY LIVE VOICE ANNOUNCEMENTS (MICROPHONE) AT THE REMOTE PAGING UNIT FIRE ALARM/ EMERGENCY COMMUNICATIONS SYSTEM ACTIVATION BY SWITCHES FOR PRE-RECORDED MESSAGEs AIME FIRE ALARM/ EMERGENCYCOMMUNICATION SYSTEM CONTROL PANEL FIRE ALARM/ EMERGENCY COMMUNICATIONS SYSTEM ACTIVATION BY LIVE VOICE ANNOUNCEMENTS (MICROPHONE) AT THE REMOTE PAGING UNIT CARBON MONOXIDE SENSOR IN MECHANICAL ROOMS WITH FOSSIL FUEL BURNING EQUIPMENT CARBON MONOXIDE SENSOR IN CLASSROOMS OF GROUP E OCCUPANCIES WITH FOSSIL FUEL BURNING EQUI P MENT OUTSIDE THE CLASSROOMS - (BUILDING AIR SYSTEMS FUELED BY NATURAL GAS Ve V V N40. i 440/ IIMIIIIIIIIIIIIIIIIIMIIMIIIIIMIIMIIIIIIIINIIIM VP21111.1.11111MMINIMEMINIIM 11111111111111111111.111= DUCT SMOKE DETECTORS: SUPPLY DUCT DETECTORS f RETURN DUCT DETECTORS all SMOKE DETECTORS FOR DOOR HOLD OPENS: SMOKE DETECTORS TO CLOSE DOORS ACV Vrr IIIIIIIIIIIINIIIIZIFAAIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SCHOOL LOCK DOWN: ,.. _ . 144/ _ 140/ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM SCHOOL LOCKDOWN BUTTON INPUT TO FIREARM/ EMERGENCY COMMUNICATION SYSTEM ELEVATORS: ELEVATOR LOBBY FIRE DETECTION DEVICE ON PRIMARY SAFE FLOOR FOR ELEVATOR RECALL ELEVATOR LOBBY FIRE DETECTION DEVICE ON ALTERNATE SAFE FLOOR FOR ELEVATOR RECALL AIM Ve 4%1°. AlliMIVIA11111"111.1111111111 444/ .111111Cr 111111144111111111111111111 Ellir = ELEVATOR MACHINE ROOM SMOKE DETECTOR TOP OF SHAFT SMOKE DETECTOR (ONLY IF SPRINKLER HEAD IS INSTALLED) V _ V "S" BOTTOM OF SHAFT DETECTOR (ONLY IF SPRINKLER HEAD IS INSTALLED TO SPRAY HIGHER THAN 3 FEET ABOVE BOTTOIVI OF PIT). ELEVATOR MACHINE ROOM HEAT DETECTOR IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIII IIMMMMI.rjIIIIIIIIIIIIIIVPAEII 11111111111111111111111111111 TOP OF SHAFT HEAT DETECTOR (ONLY IF SPRINKLER HEAD IS INSTALLED) 1111. i 11111111111111111111111 BOTTOM OF SHAFT HEAT DETECTOR (ONLY IF SPRINKLER HEAD IS INSTALLED TO SPRAY HIGHER THAN 3 FEET ABOVE BOTTOM OF PIT) LOSS OF VOLTAGE TO CONTROL CIRCUIT FOR SHUNT TRIPI 444/ 111111111111111111111111111111111111111111 1111.11.11.1.1111111111111111111111111 VirAil Al111111M1 ELEVATOR SHUNT TRIP POSITION STATUS (BREAKER TRIPPED) WET PIPPE AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEMS: Stif 1 11,111 , I WATER FLOW SWITCH 4‘04.# 11, 444, V 1, CONTROL VALVE TAIVIPER SWITCH POSTINDICATING VALVE TAMPER SWITCH DRY PIPE AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM: AildlerAller , Ni/ . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11.10.111111111111111111111111111021 IMAINIMMINEMI IINIIIIIIIIIIIIMIIIIIIIIIIIMINIIIMIIMI ACTIVATION OF PRESSURE SWITCH -ALARM ( LOSS OF AI R PRESSURE) ACTIVATION OF PRESSURE SWITCH -SUPERVISORY (LOW SYSTEM AIR PRESSURE) CONTROL VALVE TAMPER SWITCH 44, 4444•f IIIIIIEINIIIIIIIMIIIIIIIIIIIIMIIUMIMMIIIIIIIIIIIIMIMMMIIIIIMMMM POST I N DICATING VALVE TAMPER SWITCH KITCHEN HOOD SUPPRESSION SYSTEMS: KITCHEN HOOD SUPPRESSION SYSTEM CONTROL PANEL (ALARM CONDITION) 1111111111111111111111111111121111MAIMInilleM IL KITCHEN HOOD SUPPRESSION SYSTEM CONTROL PANEL (TROUBLE CONDITION) NllMNIRIPJIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EA SCHEDULES - SEQUENCE OF OPERATIONS MATRIX FOSTER HIGH SCHOOL ISSUE LOG: DESCRIPTION 1- z w F - CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 2/6/19 PROJECT #: FA18144 SYSTEM: FIRE ALARM SHEET: SCHEDULES & RISERS DIAGRAMS FA502 CEILING FLOOR IF TOTAL HEIGHT IS LESS THAN 90", MOUNT 6" FROM CEILING NOT LESS THAN 90" AFF NFPA 72 2013, 18.4.8.1 WALL MOUNTED APPLIANCES SHALL HAVE THEIR TOPS ABOVE THE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6". rAFIRE ALARM - HORN MOUNTING CEIUNG FLOOR IF TOTAL HEIGHT IS LESS THAN 90", MOUNT 6" FROM CEILING BUT NOT GREATER THAN 96" AFF NOT LESS THAN 80" AFF NFPA 72 2013, 18.5.5.1 WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. FIRE ALARM - STROBE MOUNTING DMARC LINE 1 J7RJ31XBLOCK t211 - LINE PRIMARY PORT SECONDARY PORT RED YLW JP - RJ CORD GRN BLK PRIMARY PORT RJ CORD TO PHONES FIRE ALARM CONTROL PANEL \- SECURITY CONTROL PANEL FIRE ALARM - PHONE CONNECTION WEATHERPROOF J -BOX ♦ WITH ELECTRICALLY SUPERVISED COVER TAMPER 1/2" WEATHERPROOF BOX SUPPORT ARLINGTON OR EQUIVALENT 1/2 X 36 RIGID CONDUIT JJ WEATHERPROOF 1/2" FLEX CONDUIT OS&Y TAMPER SWITCH t - 4S J -BOX '- SCHEDULE 40 PVC OR RIGID CONDUIT GROUND LINE SCHEDULE 80 PVC OR RIGID CONDUIT C� FIRE ALARM - DCVA TAMPER SWITCHES i CEILING FLOOR MAX 60" AFF EVAC - PANEL MOUNTING CEIUNG FIRE NOT LESS THAN 42" AFF FLOOR NOT MORE THAN 48" AFF NFPA 72 2013, 17.14.5 THE OPERABLE PART OF A MANUALLY ACTUATED ALARM INITIATING DEVICE SHALL BE NOT LESS THE 42" AND NOT MORE THAN 48" FROM THE FINISHED FLOOR. FIRE ALARM - PULL STATION MOUNTING r r4' a r - •rte mc --•r II 1p111 vi_ vier WIRE TIE NO STAPLES OR WIRE HANGER CONDUIT FIRE ALARM CONDUCTOR FIRE ALARM - CEILING TO WALL TRANSITION AND OPEN WIRING FIRE ALARM CONTROL PANEL CONDUIT DEDICATED LOCKED CIRCUIT BREAKER DISTRIBUTION PANEL FIRE ALARM - POWER DISCONNECT YvJ NO LESS THAN 4" NO MORE THAN 12" NO LESS THAN 4" CEIUNG FLOOR NFPA 72 2013, 17.6.3.1.3.1 DETECTORS SHALL BE LOCATED ON THE CEILING NOT LESS THAN 4" FROM THE SIDEWALL OR ON THE SIDEWALLS BETWEEN 4" AND 12" FROM THE CEILING. NO LESS THAN 36" CEILING FLOOR NFPA 72 2013, A.17.7.4.1 DETECTORS SHALL NOT BE LOCATED IN DIRECT AIRFLOW OR CLOSER THAN 36" FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING. FIRE ALARM - SMOKE & HEAT MOUNTING OTCTAGON JUNCTION BOX OR SQUARE JUNCTION BOX FIRE ALARM - DROP CEILING & J BOX FDC 1/2" FLEX CONDUIT 4S BO) - W/ COVER OXW/COVER WATERFLOW SWITCH SPRINKLER RISER FRi_CHECK VALVE TAMPER SWITCH OUUTLTL OJ ET / OS&Y CONTROL VALVE C0..) FIRE ALARM - OS&Y TAMPER GATE VALVE 0 0 co(i) co cy, O VJ Q c"°1-5 c\9 F-- W = C/)T ®T � U N N D < DESCRIPTION 0 z - w w 0) (n CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 2/6/19 PROJECT #: FA18144 SYSTEM: FIRE ALARM SHEET: PRODUCT TYPICALS FA601 6820EVS Basic Operating Instructions These irtstractions must be framed and displayed nextto the 6820EVS panel In accordance with NFPA72 Gee code for Local Protected ?Ira Alarm Systems FS- Fire System EVS = Entoa^gsncy Voice System Operaltdn Task to Perform StiecacaAlarms aril Treasbte5. PressS1LericEttressenteraea ffprompted. SitanceLEI3s.titkryht Rene;Alarms 1. Press RESET. 2. Press l to Reset Fite System: 3. Pr058 2to 0aset. Emergetbcy System,. ,Nete: re reset EVS at as LOC. Tho titer mrd gain EVS Conant. (Sem %ure t). View aNatt)voaiarms' treublthand supervisodes signals I he testiestpnonty event will display first Press the Limn arrow to vte,v CocoDe s afed typed alarm or FIRE: RLRRM SUPERVISORY TROUBLE CO: RLRRM SUPERVISORY EPOISENCY: RLRRM SUPERVISORY SYSTEM: TROUBLE View a Poors Status 1. Press ENT Ft to access Main Menu. 2. Press 2 to select Paint Functions. 3. Then pass 2 to select Point Status. 4. Sneed the module the device is located on by using the Up or Down button. Then press ENTER. S. Enter the paint number' Conndua a Fie Dria 1. Pease ENTkR. t0 5 Cese Main Menu. 2. Thera tensa 1 to Select System Tests. 3. Press 1 to select Fire Drill. 4. Pr5SS ENTER t0 start the fire drill. 5. Press ENTER to end the fire drill. Set. Time and Dale 1. Press ENTER to access Main Menu. 2. Then press 4 t0 select Set Time & Date. Enter a code if prompted 3. Make charges in the fields on the screen as necessary. 4. Press ENTER if you wish to keep the changes. 5- Preis ENTER.. *Set Me entered time and date. Enable J Disable a Point 1. Rotate Ina Key or enter a code to access to access Main Menu. 2. Press 2 to select Point Functions. 3. Press 1 ler Disable/ Enable Pt 4. Press 716r Disable !Enable Pt. 5. Use the Up er Deem button to move through the list. Then press ENTER to select the module where the point you want to disable/enable is located 6. Enter the point or arcual number that you want to disable/enable. 7. Press the right arrow tey to toggle between NORMAL (enable) or DISABLE. To Gain I Request EVS Control I 1.: Press the [ s. �'` `{ Button and follow the on-screen Instructions. NOts.When EVS ebvitrot LEO is blinking, another LOC has EVS Control. EVS Control LED is on steady Men rho LOC has EVS Control. Fer$grvinye Caie EVS Message LED P/N: LS10161-001SK-E RevA ECN: 16-0218 Integrated Voice Operation Raasi r to NNDN-ACTiVE CALL TalkL s` BOW ; EVS Control — Key Sweet Keys Table 1: LED Conditions LED Cok,r States Moan7rig Select Keys Rod On ... The correspondingareoisactive rrthe otitrentlypiayfngEVS message. Off: The corresponding ares is not active. Green On The corresponding area t6 active for itte mlcrepborre. Qlf: The corrasp0ndin8 area m ngi ct?v8 tt 0 MICr them$. :. EVS Control LEO Gtrrnt On LOC has. EVS Control anthe user is able to make changes to the EVS. txr . m.. .. . Loc does not have EVS Cortical. Whirl; Another LOC has EVS ontrct' EVS Message LED Red On The corms rid! avenl was activated by en EVS device. Off The corresponding EStS tsvertt is not acdxa. Green On The corresponding EVS evert is active and was (Aostatteid from the LOC (or was activated from anaiher LOC. but the LOC now has EVS Control). Off The corresponding ElrS ever 1 eis nor a hraiad trurrt this LOC or this LOC Well, not DAa, Contrnr. PIN€1510161-001SK-E RevA ECN:16.0218 Table 2: EVS Control Request Operation Task Gain EVS Control at an LOC Pima the EVS Cored Key and enter a coda if prompted If EVS Control Is amiable, the EVS Contra LED a all elumutate. if another LOC has EVS COMM", the dispiayvral be skntler to Meow shown Press 1 to request oordro& TRO LOC with EVS Control Will then be able to allow or deny re retitiest. Galn EVS Control es EVS 'Super User el an LDC (only one EVS Super User is allowed EVS Control in the system ata time). Rants Idle screen, enter an EVS Super User access code and than press the EY$ Control Key, K EVS Contrd as Super User is akallabte. aha EVS Conl:DI LED tw7 ihfmirtate. N another LOG has Super User EVS Contest, e request for Super User EVS Control vrif au10vnJ ty be mace to the LAC we control The LOC vas Super User EYS Cadr0 will then be able to allow or deny the request (See Figure 1-2 for screen displayexanipie). Select all output group roc microphone override Key the microphone, press the All Call Key, wait for the Ready -to -Talk LED to t3ht. and then deliver your verbal message. Select all non -activated output gawps far nimphone Override Key the microphone. press the Non -Active Call Key, wait for the Ready -to -Talk LED to light. and then deliver your verbal message. How to Operate the Microphone: Press the EVS Control button Key the Microphone Press the All Call button I How to Reset the EVS System Press the Reset button El Select 2 to Reset emergency system a I EVS-LOC Operating Instruction For Live Message Key the Microphone. Press the All Call Key or select desired output area using select keys. Deliver your verbal message. For Pte -recorded Message Select desired EVS Message Key 1-8. 1f EVS Control LED is on steady, the LOC has EVS Control. If EVS Control LED is Blinking, another LOC has EVS Control. P/N: LS10161-001SK-E RevA ECN: 16-0218 CONSTRUCTION SET DESIGNER: ISSUE DATE: PROJECT #: SYSTEM: JEF MARQUEZ 2/6/19 FA18144 FIRE ALARM DEVICE DETAILS FA701 rA FA18144 FOSTER HIGH SCHOOL SILENT KNIGHT 5499 FSE -A Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: 1ST FLR NORTH STUDIOS 1634 1.082 2.811 21.189 FSE -A A2 De-ice Type Quantity Amps Total Amps Total A3 1ST FLR NORTH STUDIOS 1340 0.482 1.027 22.973 FSE -A A4 Main System Board 1 0.07500 0.0750 0.20500 0.2050 0.65900 MC 1 1 0.000 0 0.0000 1.08200 1.0820 0.68800 NAC 2 1 0.00000 0.0000 0.50100 0.5010 0.84000 NAC 3 'i 0.00000 0.0000 0.48200 0.4820 0.72300 NAG 4 0.0000 0.00000 0.0000 0.825170' 0.8250 NAC 4 1 r 0.00000 , 0.0000 0.40700 0.4070 2 0.00030 1 0.0006 0.00650 J 0.0130 MONITOR MODULE 46 0.00040 I 0.0184 0.00038', 1 0.0173 DUCT SMOKE DETECTDR: 34 0.00030 l 0.0102 0.00650 0.2210 2 PT MONITOR MODULE 6 0.00075 0.0045 0.00075 0.0045 CARBON MONOXIDE DETECTOR 1 0.00030 0.0003 0.00030 0.00033 RELAY MODULE 4 0.00026 0.0010 0.00026 0.0010 PUL. STATION 3 0.00035 1 0.0011 0.00035 0.0011 BEAM DETECTOR 5 Total Panel Laads:; 0.11 50. 0.0425 0.075 0.075 Total Pallet LCads: 3.115 - 0.075 Anlps 3.095 Amps Standby Current Load. � 0.075 Amps StandCurrent Least by 0.075 St ttlby Ctrrtent Lott 0.075 Mips for 24 Hours = 1.800 Arnp410105 0.075 Amps 2,247 Amps Amps For5Msltites = Alarm Current Load Alarm Current Load: 3.095 Aattps For 5 Minutes= 0.260 Amp -hours 0,075 Amps Fcr 24 Ht 1rs = 1.800 Amp -hours 20% Derating= 2.3$8 Amp hours Amp -hours 20% !esti= 2.472 Am ours 2.474 Amp hours 2,247 Amps For Mbiutes= 0.189 Arnls ltotrrs T+ttiai System Current Load: 2:472 Am Teat System Current Load 8 2.474 Amphors Battery Pair to be Used: 112VDC lAmpfitwrs Amp -hours Battery Pair to Used: 12VDC Amp -hours 8 Battery Pair to be Used: 112VDG Voltage Drop Chart FA18144 FOSTER HIGH SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -A Al 1ST FLR NORTH STUDIOS 1634 1.082 2.811 21.189 FSE -A A2 1ST FLR NORTH STUDIOS 1130 0.501 0.900 23.100 FSE -A A3 1ST FLR NORTH STUDIOS 1340 0.482 1.027 22.973 FSE -A A4 1ST FLR NORTH STUDIOS 1814 0.825 2.380 21.620 FSE -A CALCULATION FA18144 FOSTER HIGH SCHOOE. SILENT KNIGHT 5499FSE-E Panel Circuit Area Total Wire Length Current Load: . Standby. Itlarrrc FSE -E El 1ST FLR KITCHEN 1804 0.659 1.890 22.110 Device Type Quati Amps Total 1250 Tdat 1.367 22.633 FSE -E E3 1ST FLR LOCKER RMS 1556 0.840 Main System Board 0.07500 0.0750 0.20500 0500. 0.2050 1284 ('IAC 1 1 a00000 0.0000 0.65900 0.6590 1.0350 NAC .2 1 0.00000 0.0000 0.68800 0.6680 0.5720 NAC 3 1 0.00000 0.0000 0.84000 0.8400 0.36700 NAC'4 1 0.00000 0.0000 0.72300 0.7230 0.0000 0.69600 0.6960 SMOKE DETECTOR NAC 4 1 r 0.00000 , 0.0000 0.40700 0.4070 2 0.00030 1 0.0006 0.00650 J 0.0130 MONITOR MODULE 46 0.00040 I 0.0184 0.00038', 1 0.0173 DUCT SMOKE DETECTDR: 34 0.00030 l 0.0102 0.00650 0.2210 2 PT MONITOR MODULE 6 0.00075 0.0045 0.00075 0.0045 CARBON MONOXIDE DETECTOR 1 0.00030 0.0003 0.00030 0.00033 RELAY MODULE 4 0.00026 0.0010 0.00026 0.0010 PUL. STATION 3 0.00035 1 0.0011 0.00035 0.0011 BEAM DETECTOR 5 Total Panel Laads:; 0.11 50. 0.0425 0.075 0.075 Amps 3.115 Amps Standby Current Load. � 0.075 Amps StandCurrent Least by 0.075 Am Amps r 2 o..._ ". Frx' 4 Haus - 1.800 Ami-ttcurs 0.075 Amps 2,247 Amps Amps For5Msltites = Alarm Current Load 3.115 Amps. F 5 Emotes= 0.262 Amp -harts 0,075 Amps Fcr 24 Ht 1rs = 1.800 Amp -hours 20% Derating= 2.3$8 Amp hours Amp -hours Total System Current (Aad: 20% Derating= 2.474 Amp hours 2,247 Amps For Mbiutes= 0.189 Arnls ltotrrs 'Battery Pair babe Used: 12VDC Teat System Current Load 8 2.474 Amphors Battery Pair to be Used: 112VDC lAmpfitwrs Amp -hours 8 20% Derating 2.386 Amp -hours Battery Pair to be Used: 112VDG Amp hours tt Voltage Drop Chart FA18144 FOSTER HIGHSCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -E El 1ST FLR KITCHEN 1804 0.659 1.890 22.110 FSE -E E2 1ST FLR GYM 1250 0.688 1.367 22.633 FSE -E E3 1ST FLR LOCKER RMS 1556 0.840 2.078 21.922 FSE -E E4 1ST FLR LOCKER RMS 1284 0.723 1.476 22.524 � \ FSE -E CALCULATION AMP -A CALCULATION I FOS I tit HIGH SCHOOL EVS-100W Amplifier- 25VRMS EVS-100W Amplifier = 70.7VRMS External Backup Amplifier Enter Number of Watts AMP -E CALCULATION N FA18144 FOSTER HIGH SCHOOL SILENT KNIGHT 5499 FS E -R Panel Circuit Area Total Wire Length Amps CurrentL : - EOL Voltage Standby: Alarm: 1ST FLR STUDIOS 1OFFICE 1040 0.572 0.946 23.054 FSE -B 62 1ST FLR STUDIOS / OFFICE Deuce Type Quantity Amps Total Amps Total 1ST FLR STUDIOS / OFFICE 1318 0.696 1.459 22.541 FSE -B B4 1ST FLR STUDIOS 1 OFFICE Main System Board 1 .0.07500 0.0750 0.20500 0.2050 1.0350 NAC 1 1 000000 0.0000 057200 0.5720 NAC 3 i' 1 14AC2 1 0.00000 0.0000 0.36700 0.3670 0.00000 NAG 3 1 0.00000 0.0000 0.69600 0.6960 SMOKE DETECTOR NAC 4 1 r 0.00000 , 0.0000 0.40700 0.4070 2 0.00030 1 0.0006 0.00650 J 0.0130 MONITOR MODULE 46 0.00040 I 0.0184 0.00038', 1 0.0173 DUCT SMOKE DETECTDR: 34 0.00030 l 0.0102 0.00650 0.2210 2 PT MONITOR MODULE 6 0.00075 0.0045 0.00075 0.0045 CARBON MONOXIDE DETECTOR 1 0.00030 0.0003 0.00030 0.00033 RELAY MODULE 4 0.00026 0.0010 0.00026 0.0010 PUL. STATION 3 0.00035 1 0.0011 0.00035 0.0011 BEAM DETECTOR 5 Total Pepe] Loads. 0.11 50. 0.0425 0.075 Amps 2,241 Amps Standby Current Load. � 0.075 Amps For 24 Hours 1.800' Amp -hours Am t -hours Total Panel Loads: 0.075 Amps 2,247 Amps Amps For5Msltites = 1.1.18EAmp-hours 04259 - rs Amp has Standby Current Load: 0,075 Amps Fcr 24 Ht 1rs = 1.800 Amp -hours 20% Derating= 2.3$8 Amp hours Amp -hours Total System Current (Aad: 2.471 Arrtp-hours Alarm Current Load: 2,247 Amps For Mbiutes= 0.189 Arnls ltotrrs 'Battery Pair babe Used: 12VDC (Amp -hours 8 Hail �Parr to be Used: '112-11 Battery Pair to be Used: 112VDC lAmpfitwrs Amp -hours 8 20% Derating 2.386 Amp -hours Total System CU Load: Tr#ai System Current Load: 2,323 2.386 Alnp-hocsrs Battery Pair to be Used: 12VDC Battery Pair to. be Used: 12VDC jAm s-licurs 8 Voltage Drop Chart FA18144 FOSTER HIGH SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -B B1 1ST FLR STUDIOS 1OFFICE 1040 0.572 0.946 23.054 FSE -B 62 1ST FLR STUDIOS / OFFICE 1280 0.367 0.747 23.253 FSE -B B3 1ST FLR STUDIOS / OFFICE 1318 0.696 1.459 22.541 FSE -B B4 1ST FLR STUDIOS 1 OFFICE 970 0.407 0.628 23.372 iB� FSE -B CALCULATION FA18144 FOSTER H1GI- SCHOOL SILENT KNIGHT 5499 FSE -F Panel Circuit Area Total Wire Length Current Load: Standby: Alam:' FSE -F F1 1ST EAST OFFICE 326 0.199 0.103 23.897 Deuce Type l Quantity Amps Total Amps Total 0.649 } FSE -F F3 1ST FLR EAST COMMONS 1034 0.250 Maln System Board 1 1 0.07500 0,07750 0.20500 0.2050. 1556 NAC 1 1 1 0.00000 0.0000 0.19900 ' 0.1990 1.0350 NAC 2 1 1 000000 00000 0.39000 0.3900 0.6880 NAC 3 i' 1 0.00000 0.0000 0..25000 0,2500 0..60700 NAC 4 1 0.00000 0.0000 1.19700 1.1910 0.0000 0.48600 0.4860 SMOKE DETECTOR NAG 4 1 0.00000 0.0000 0.45500. 0.4550 2 0.00030 1 0.0006 0.00650 J 0.0130 MONITOR MODULE 46 0.00040 I 0.0184 0.00038', 1 0.0173 DUCT SMOKE DETECTDR: 34 0.00030 l 0.0102 0.00650 0.2210 2 PT MONITOR MODULE 6 0.00075 0.0045 0.00075 0.0045 CARBON MONOXIDE DETECTOR 1 0.00030 0.0003 0.00030 0.00033 RELAY MODULE 4 0.00026 0.0010 0.00026 0.0010 PUL. STATION 3 0.00035 1 0.0011 0.00035 0.0011 BEAM DETECTOR 5 Total Pepe] Loads. 0.11 50. 0.0425 0.075 Amps 2,241 Amps Standby Current Load. � 0.075 Amps For 24 Hours 1.800' Amp -hours Am t -hours Total Panel Loads: 0.075 Amps 2.441 Alarm Current Load:: � 2:241 Amps For5Msltites = 1.1.18EAmp-hours 04259 - rs Amp has Standby Cwrent Load: 0.015 Mips Fcr 24 Fbu s = 1.800 Amp -hours 20% Derating= 2.3$8 Amp hours Amp -hours Total System Current (Aad: 2.471 Arrtp-hours Alarm CuLoad: 2.441 Total System Current Load: For 5 Minutes= 2.386 Amp -!tours 'Battery Pair babe Used: 12VDC (Amp -hours 8 Hail �Parr to be Used: '112-11 Battery Pair to be Used: 112VDC lAmpfitwrs Amp -hours 8 20% Derating= 2.406 Voltage Drop Chart FA18144 FOSTER HIGH. SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -F F1 1ST EAST OFFICE 326 0.199 0.103 23.897 FSE -F F2 1ST FLR EAST CORRIDOR 1046 0.390 0.649 23.351 FSE -F F3 1ST FLR EAST COMMONS 1034 0.250 0.411 23.589 FSE -F F4 2ND FLR SOUTH STUDIOS 1556 1.197 2.961 21.039 FSE -F CALCULATION FOSTER SCHOOL CK1 AMP -B CALCULATION FOSTER HIGH SCHOOL EVS-100W AMP -F EVS-100W Amplifier 25VRMS 0.190 IVs -100W Amplifier- 70.7VRMS 0:000 External Backup Amplifier Enter Number or Watts AMP -F CALCULATION FA18144 FOSTER HIGH SCHOOL SILENT KNIGHT 5499 FSE -C Panel Circuit Area Total Wire Length Amps Current Load EOL Voltage Standby: Alarm: 1ST FLRCOM. /OFFICE 1386 0.688 1.516 22.484 FSE -C C2 1STFLRCOMMONS Deuce Type Quantity Amps Total Amps Total OUTSIDE COURTYARD 1084 0.486 0.838 23.162 FSE -C C4 1ST FLR COMMONS Win System Board 1 0.07500 0.0750 0.20500 0.2050 1.0350 NAC 1 1 0.00000 0.0000 0.68800 0.6880 t4 3 NAC 2 1 0.00000 0.0000 0..60700 0.6070 1 NAC 3 1 0.00000 0.0000 0.48600 0.4860 SMOKE DETECTOR NAG 4 1 0.00000 0.0000 0.45500. 0.4550 2 0.00030 1 0.0006 0.00650 J 0.0130 MONITOR MODULE 46 0.00040 I 0.0184 0.00038', 1 0.0173 DUCT SMOKE DETECTDR: 34 0.00030 l 0.0102 0.00650 0.2210 2 PT MONITOR MODULE 6 0.00075 0.0045 0.00075 0.0045 CARBON MONOXIDE DETECTOR 1 0.00030 0.0003 0.00030 0.00033 RELAY MODULE 4 0.00026 0.0010 0.00026 0.0010 PUL. STATION 3 0.00035 1 0.0011 0.00035 0.0011 BEAM DETECTOR 5 Total Patel Loads 0.11 50. 0.0425 0,075 Atr4ss 3.084 Amps Standby Current Load 0.075 Amps For 24 Hours = 1.800 Am t -hours Total Panel Loads: 0.075 Amps 2.441 Amps 3.084 Am IRs t+r For 5 Minutes= 04259 - rs Amp has Standby Cwrent Load: 0.015 Mips Fcr 24 Fbu s = 1.800 Amp -hours 20% Derating= 2.473 Amp -hours Total System Current (Aad: 2.471 Arrtp-hours Alarm CuLoad: 2.441 Amps For 5 Minutes= 0.205 Amp -hours 'Battery Pair babe Used: 12VDC (Amp -hours 8 Hail �Parr to be Used: '112-11 Battery Pairto be Used 12VDC lAmpfitwrs 18 20% Derating= 2.406 Amp hours Total System CU Load: Total System Curren Load: 2,323 ' 2.406 Amp -hours Battery Pair to be Used: 12VDC Battery Pairto be Used: 12VDC Amp4tours 8 Voltage Drop Chart FA18144 FOSTER HIGH SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -C Cl 1ST FLRCOM. /OFFICE 1386 0.688 1.516 22.484 FSE -C C2 1STFLRCOMMONS 1090 0.607 1.052 22.948 FSE -C C3 OUTSIDE COURTYARD 1084 0.486 0.838 23.162 FSE -C C4 1ST FLR COMMONS 1236 0.455 1 0.894 23.106 FSE -C CALCULATION FA18144 FOSTER HIGH SCHOOL SILENT KNIGHT 5499 FSE -G Panel Circuit Area Total Wire Length ( trent Load; Voltage Drop Standby: Alarm; 01 2ND FLR NORTH STUDIOS 1322 1.035 2.176 21.824 Deuce Type QutY Amps Total Amps Total 23.307 FSE -G G3 2ND FLR STUDIOS i 0.366 Man Syste 23.551 0.07500 0.0750 0.20504 0.2050 NAC 1 1 0.00000 0.0000 1.03500 1.0350 NAG 2 1 0.00000 0.11000 0.63700 0.6370 t4 3 1 0.00000 0.0000 0.36600 0, 3660 ;NAG 4 1 0.00000 0.0000 0.84100 O,B410 0,02500 0.0500 0.4770 SMOKE DETECTOR 99 0.00033 0.0297 0,00650 11.6435. 0.08200 HEAT DETECTOR 2 0.00030 1 0.0006 0.00650 J 0.0130 MONITOR MODULE 46 0.00040 I 0.0184 0.00038', 1 0.0173 DUCT SMOKE DETECTDR: 34 0.00030 l 0.0102 0.00650 0.2210 2 PT MONITOR MODULE 6 0.00075 0.0045 0.00075 0.0045 CARBON MONOXIDE DETECTOR 1 0.00030 0.0003 0.00030 0.00033 RELAY MODULE 4 0.00026 0.0010 0.00026 0.0010 PUL. STATION 3 0.00035 1 0.0011 0.00035 0.0011 BEAM DETECTOR 5 Total Patel Loads 0.11 50. 0.0425 0,075 Atr4ss 3.084 Amps Standby Current Load 0.075 Amps For 24 Hours = 1.800 Am t -hours Total Panel Loads: 0.075 Amps Standby Current Load: Alarm Current Load: 3.084 Am IRs t+r For 5 Minutes= 04259 - rs Amp has Standby t oad: S d4y f�rrr>rn L Alarm Current Load 1.477 Amps Fcr 6 Minutes= O:1241Amp-hours cv. 01!10-11 rs 20% Derating= 2.473 Amp -hours Total System Current (Aad: 2.471 Arrtp-hours 8.955.Amptrours 2.049 Total System Current Load: 2.360 Amp -hours Am hours t> 'Battery Pair babe Used: 12VDC (Amp -hours 8 Voltage Drop Chart FA18144 FOSTER HIGH SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -G 01 2ND FLR NORTH STUDIOS 1322 1.035 2.176 21.824 FSE -G G2 2ND FLR STUDIOS 684 0.637 0.693 23.307 FSE -G G3 2ND FLR STUDIOS 772 0.366 0.449 23.551 FSE -G G4 2ND FLR STUDIOS 1070 0.841 1.431 22.569 FSE -G CALCULATION External Backup Amplifier AMP -C CALCULATION LEN1 Tif'TT' EVS-100W Amplifier-25VRMS AMP -G CALCULATION FA18144 FOSTER HIGH SC}fOOL SILENT KNIGHT 6820 EVAC. FACP Panel Circuit Area { Current Load: Current: Load Standby: Alarm: S an t:, AIam'i AUDITORIUM 960 f 0.691 23.309 I Quantity Deice Type . Amps Total Amps ( Total FSE -D D3 EAST CLASS RMS 948 0.781 Main Systetrt Board 1 Main System Beard 1 0.19000 0:1900 0.25000 : I 0.2500 MAC 1 NAC 1 1 0.00000 0.0000 0.08100 ( 0.0810 NAC 2 . 1 .0.00000 i 0.0000 0.07100 00710 0 3490 NAC 3 1 0.00000 0.0000 0.03000 0.0800 0.0000 0.78100 NAC 4 1 0.00000 0.0000 0.05120 0.0512 0.00000 ANNUNCIATOR 2 0.02000 1 0.0400 0,02500 0.0500 0.4770 SMOKE DETECTOR 99 0.00033 0.0297 0,00650 11.6435. 0.08200 HEAT DETECTOR 2 0.00030 1 0.0006 0.00650 J 0.0130 MONITOR MODULE 46 0.00040 I 0.0184 0.00038', 1 0.0173 DUCT SMOKE DETECTDR: 34 0.00030 l 0.0102 0.00650 0.2210 2 PT MONITOR MODULE 6 0.00075 0.0045 0.00075 0.0045 CARBON MONOXIDE DETECTOR 1 0.00030 0.0003 0.00030 0.00033 RELAY MODULE 4 0.00026 0.0010 0.00026 0.0010 PUL. STATION 3 0.00035 1 0.0011 0.00035 0.0011 BEAM DETECTOR 5 0.00200 0.0100 0.11 50. 0.0425 0.075 Amps 1.981 Amps Standby Current Load: y Total Panel Loans: Am � 0.308 Mips I 1.477 Mips Total Panel Loads: 0.075 Amps Standby Current Load: 0.308 Arops Fcr24 Hours = 7.3381Amp•hours For 5 Minutes= 0,166 Amp -hours Standby t oad: S d4y f�rrr>rn L Alarm Current Load 1.477 Amps Fcr 6 Minutes= O:1241Amp-hours cv. 01!10-11 rs 20`5 Deratinga 2.360 Amp -hours 20% Derating--- 8.955.Amptrours 2.049 Total System Current Load: 2.360 Amp -hours Am hours t> Total System Current Load: 8.9551Arnp-hours Hail �Parr to be Used: '112-11 Battery Pairto be Used 12VDC lAmpfitwrs 18 ER) FACP CALCULATION FA18144FOSTER 11101 SCHOOL SILENT l(N€GI-1T5499 FSE -0 Panel Circuit Area Total Wire Length Current Load: Voltage Drop Standby: Alarm: FSE -D 01 AUDITORIUM 960 0.453 0.691 23.309 Deeioe Type Quantity Amps Total Amps Total 0.334 23.666 FSE -D D3 EAST CLASS RMS 948 0.781 Main Systetrt Board 1 0.07500 00750 0.20500 0.2050 776 MAC 1 1 0.00000 0.0000 1 0.45300 0.4530 NAC 2 1 0.00000 0.0000 034900 0 3490 4.817.10 NAC 3 1 0.00000 0.0000 0.78100 0.7810 0.42400 NAC 4 1 0.00000 0.0000 0.15300 0.1930 0.0000 W 0.47700 0.4770 NAG 4 1 0.00000 110000 0.08200 0.0820 Total Panel Loads:; 0.075 Amps 1.981 Amps Standby Current Load: y 0.075 Am � For 24 Hatrrrs = 1.800 Am hours p- Total Panel Loads: 0.075 Amps 2.049, Alarm Current Load: 1.981 Amps For 5 Minutes= 0,166 Amp -hours Standby t oad: S d4y f�rrr>rn L 0. 7 0 5 AmpsFor �' 24 Hours:- 1.800 cv. 01!10-11 rs 20`5 Deratinga 2.360 Amp -hours Alarm Current Loath: 2.049 Total System Current Load: 2.360 Amp -hours Am hours t> N Hail �Parr to be Used: '112-11 12VDC Am Dura $ 20% Derating; Voltage Drop Chart FA18144 FOSTER HIGH SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -D 01 AUDITORIUM 960 0.453 0.691 23.309 FSE -D D2. AUDITORIUM 602 0.349 0.334 23.666 FSE -D D3 EAST CLASS RMS 948 0.781 1.177 22.823 FSE -D D4 EAST CLASS RMS 776 0.193 0.238 23.762 FSE -D CALCULATION FA18144 FOSTER i-1IGH SCHOOL SILENT KNIGHT 5499 FSE -14 Panel Circuit Area Total Wire Length Amps Outrent Loact EOL Voltage Standby:. AJarm; 2ND FLR LIBRARY 1136 0.867 1.566 22.434 FSE -H H2 2ND FLR CORRIDOR Dertce Type Chia Y Ault ps Total Amps Am Total 2ND FLR OFFICE/LOUNGE 884 0.477 0.670 23.330 FSE -H I-14 2ND FLR STUDIOS Main System Board 1 0.07500 0.0750 0.20500 0.2050 NAC 1 1 0.00000 0.0000 0.86100 4.817.10 NAC; 2 1 0.00000 4 OE O 0.42400 0.4240 NAG 3 1 0.00000 0.0000 W 0.47700 0.4770 NAG 4 1 0.00000 110000 0.08200 0.0820 Total Panel Loads: 0.075 Amps 2.049, Amps Standby t oad: S d4y f�rrr>rn L 0. 7 0 5 AmpsFor �' 24 Hours:- 1.800 cv. 01!10-11 rs Alarm Current Loath: 2.049 Amps MinFor 5 utes= 0.172 Am hours t> 20% Derating; 2367 Amp -hours Total System CU Load: Total System Current Loan: 2,323 2.367 Amp-haLrrs Battery Pair to be Used: 12VDC Battery flair to be Used 12VDC Amp -hours 8 Voltage Drop Chart FA18144 FOSTER HIGH SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -H H1 2ND FLR LIBRARY 1136 0.867 1.566 22.434 FSE -H H2 2ND FLR CORRIDOR 784 0.424 0.529 23.471 FSE -H H3 2ND FLR OFFICE/LOUNGE 884 0.477 0.670 23.330 FSE -H I-14 2ND FLR STUDIOS 632 0.082 0.082 23.918 FSE -H CALCULATION GHJ EVS-100W.AmpItier-;25V RMS EVS-100W .Amplifier' -.70,7V RMS External Backup Amplifier Enter Number ofWatts N/A -;22 M� AMP -D CALCULATION (FOSTER HIGH SCHOOL !curs 24 FA18144 2/6/2019 EVS-100W AMP -H EVS-100W Amplifier25VRMS EVS-100W Antpltfier-" 70.7VRMS Extemal Backup Amplifier Enter Number of Watts Q� AMP -H CALCULATION FA18144 FOS €ER HIGH SCHOOL SILENT KNIGHT 5499 FSE0! Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: PORTABLE 1/2 650 0.354 0.366 23.634 FSE -J J2 PORTABLE 3/4 Deice Type Quantity Amps Total Amps Teta( PORTABLE 5/6 850 0.354 23.522 FSE -J J4 PORTABLE 7/8 Main System Board s 1 0.075000.0750.. 23.595 0.20500 0.2050 NAC 1 1 0.00000 00000 0.35400 03540 NAG 21 . 0.00000 0.0000 0.35400 0.3540 NAG 3 1 0.00000 0.0000 -. 0.35400 0.3540 NAC4 1 0.00000 0.0000 0,35400 0.3540 Total P Loads: 0.075 Amps 1.621 Amps Stattdt3y Current Load 0.075 Amps For 24 Hours = 1.800 Arno -!tours Alarm Current Load: 1.621 Amps For 5 Nllmites= 0.136 Amphcurs 20% iterating= 2.323 Amphallrs Total System CU Load: 2,323 Amp tttxlrs Battery Pair to be Used: 12VDC Amp -hours 8 Voltage Drop Chart FA18144 FOSTER HIGH SCHOOL Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE -J J1 PORTABLE 1/2 650 0.354 0.366 23.634 FSE -J J2 PORTABLE 3/4 750 0.354 0.422 23.578 FSE.! J3 PORTABLE 5/6 850 0.354 0.478 23.522 FSE -J J4 PORTABLE 7/8 720 0.354 0.405 23.595 FSE -J CALCULATION FOSTER HIGH SCHOOL FA18144 2/6/2019 EVS-100W Amp btier- 25VRMS EVS-100W AmphOer- 70.7VRMS External.. Backup Amply Enter Number of Watts 0.190 0.001 000 N/A 0.238 0.900 0 8.000 AMP -J CALCULATION 1106 54TH AVE E TACOMA, WA 98424 0 co O CO CD Cr � Q� (3)C° Cr9 W = T F- Of) d. _I r ® W N" CC d-10 ISSUE LOG: DESCRIPTION H Z w CONSTRUCTION SET JEF MARQUEZ DATE: 2/6/19 #: FA18144 DESIGNER: ISSUE PROJECT SYSTEM: FIRE ALARM SHEET: POWER CALCULATIONS FA801