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HomeMy WebLinkAboutPP - 6847 S 180TH ST - VIETNAMESE MARTYR'S CHURCH - PERMITS AND PLANS6847 5180TH ST ASSOCIATED PERMITS 19-5-201 OS -5-194 07-F-005 08-5-406 09-F-045 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Vietnamese Martyrs Parish 6847 S 180th St Permit No.: 19-S-201 Date: October 21, 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. k 1 • 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 loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • Weld stamps shall be inspected on the ground, before the pipe is hung. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. Hydraulic avervie Q eArea1 Job Number: B08019 • ,lob rc Job Number B08019 Design Engineer NguyenHuong Nguyen Job Name: VMP EDUCATION CENTER Pion 206-682-6636 VAX 206-682-6744 Address 1 6847 S 180TH STREET, TUKWItA, WA 98188 State Certification/License Number Address 2 ANJ Address 3 Job Site/Building S ystem ' , �n Density 0.150gpm/ft2 Ane of Application 1619 ft2 Most Demanding Sprinkler Data 11.2 K -Factor 48.95 at 19.100 Nose Streams 250.00 Coverage Per Sprinkler 324.00ft2 Number 01 SprinIdenl Calculated 6 Syelem Pressure DenundSy • 111.777 Wm Fb..0.mnd 337.18 Total Demand 587.18 © 111.777 Pressure Result +35.577 (24.1%) 24.1%) Supplies .: Supplies Check Point Gauges Node Name Flow(opm) Hose Flow(opm) Static(psi) Residual(psil Identifier Pressure(psiQ K-Factor(K) Flow(gpm) 1 Water Supply 4819.00 250.00 150.000 20.000 VMP FECenter Fire Protection Water Supply at Node 1 (4819.00, 250,00,;150.000, 20.000) , ., p ... ..Caa._a.TEOf ._ STATE tE1tflFYCATE Oi COM►EilNCY FIRE IkROt in SPRMIK SYSTiMiKev lt c) Kevin P. Jensen 4355 .0608.0 Level 3 ao Reliarx:e Fire Fire Protection, Inc o REtJAFP1021.1 a 1 , IIIIIU________WASHINGTON I".■■ tatic ► r Pressure 150.000 .-- rosturs .. +�Vgef OPN�rR ,� G oiy,� y it 9105331 1. FC1STE9.1 ��I o ti4� psi 1,11111111' �- 7,i8111. 7.18`` with hose streams ll ystem IIIIt19.0020.000 IIII demand curve k ■.-- ■.-- -- 4:270NAL 016 10 / 15 / 19 VM98503800 4750 5700 6650 7600 8550 9500 Water flow, gpm EA, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 10/15/2019 10:47:55AM Page 1 ©M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 Hydraulic Graph ,Remot area e, Job Number: 808019 eport Descripti Water Supply at Node 1 200 180 160 140 tatic Pressure 150.000 120 \ 100 337.18 587.18 @ `11.777 with hose streams g S P. a 80 60 demand 40 ystem curve 19.0020000 20 1(111L111111111 11111111 1 1 1 11 1 11 1 1 1111 1 1 1 l 1 1 1 1 1 1 1 1 1 ,.....L t l l 1 l 1 1 1 11 1 1 1 l 1 1 t 1 1 1 1 1 1 1 1 1 QJ50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stalk: Pressure 150.000 Residual: Pressure 20.000 @ 4819.00 Available Pressure at Time of Test 147.353 @ 587.18 Sy* Demand 111.777 @ 337.18 System Daman) (Including Hae Mammal al Soww) 111.777 @ 587.18 10/15/2019 10:48:15AM Page 2 Ewe Summary Of Outfiowing Devices Remote Area ,1 Job Number: B08019 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 101 62.20 48.95 11.2 30.838 Sprinkler 102 50.54 48.95 11.2 20.362 Sprinkler 103 60.80 48.95 11.2 29.468 c Sprinkler 104 48.95 48.95 11.2 19.100 Sprinkler 105 57.27 48.95 11.2 26.149 Sprinkler 106 57.43 48.95 11.2 26.291 c Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 10/15/2019 10:48:35AM Page 3 Era Hydraulic Ana$ys �uA a Job Number: B08019 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ® Route 1 BL 1.0490 48.95 18.17 120 0.681531 19'-2 Pf 37.605 104 8'-4 48.95 11.2 19.100 Sprinkler, 36-0 Pe -0.375 12 9'-2% 56.330 T(5'-0), E(2'-0), PO(5'-0), fd(24'-0) 55'-2 Pv CM 2.1570 149.73 13.15 120 0.161104 13'-6 Pf 2.175 12 9'-21/2 100.78 56.330 Flow (q) from Route 5 Pe 11 9'-21/2 58.505 13'-6 Pv CM 2.1570 211.92 18.61 120 0.306358 4'-6 Pf 1.379 11 9'-21/2 62.20 58.505 Flow (q) from Route 6 Pe 10 9'-2% 59.884 4'-6 Pv CM 2.1570 262.46 23.04 120 0.455064 • 68'-0 Pf 30.944 10 9'-2V2 50.54 59.884 Flow (q) from Route 2 Pe 7 9'-2Y2 90.828 68'-0 Pv CM 2.1570 233.32 20.49 120 0.366038 8'-2 Pf 7.488 7 9'-21/2 90.828 PO(12'-3%2) 12'-3'% Pe 6 9'-21/2 98.316 20'-5Y2 Pv CM 4.2600 233.32 5.25 120 0.013309 33'-7 Pf 0.798 6 9'-21/2 98.316 fE(13'-2), E(13'-2) 26'-4 Pe 8 9'-21/2 99.114 59'-11 Pv CM 4.2600 308.04 6.93 120 0.022252 52'-8 Pf 2.051 8 9'-21/2 74.72 99.114 Flow (q) from Route 3 39'-6 Pe 20 9'-2Y2 101.165 E(13'-2), T(26'-4) 92'-2 Pv CM 4.2600 337.18 7.59 120 0.026301 62'-41/2 Pf 2.334 20 9'-21/2 29.14 101.165 Flow (q) from Route 8 26-4 Pe 9 9'-21/2 103.499 T(26.-4) 88'-8V2 Pv CM 6.3570 337.18 3.41 120 0.003744 24'-0 Pf 1.919 9 9'-21/2 103.499 2E(17'-7), BV(12'-7), BFP(-1.650) 47'-9'/ Pe 3.329 5 1'-6 108.747 71'-9 Pv CM 6.0650 337.18 3.74 120 0.004708 3'-0 Pf 0.080 5 1'-6 108.747 E(14'-0) 14'-0 Pe 0.442 4 0'-6 109.268 17'-0 Pv UG 6.3400 337.18 3.43 140 0.002852 215'-6 Pf 0.888 4 0'-6 109.268 2E(23'-1'%), T(49'-6) 95'-9 Pe 1.517 3 -3'-0 111.673 311'-21/2 Pv UG 8.4500 337.18 1.93 140 0.000704 78'-9 Pf 0.078 3 -3'-0 111.673 E(31'-712) 31-71/2 Pe 2 -3'-0 111.751 110'-4 Pv UG 10.4600 337.18 1.26 140 0.000249 67'-3 Pf 0.026 2 -3'-0 111.751 E(36'-1), S 36-1 Pe 1 -3'-0 111.777 103'-31/2 Pv 250.00 Hose Allowance At Source 1 587.18 o Route 2 BL 1.0490 50.54 18.76 120 0.723069 19'-2 T Pf 39.897 102 8'-4 50.54 11.2 20.362 Sprinkler, 36-0 Pe -0.375 10 9'-21/2 59.884 T(5'-0), E(2'-0), PO(5'-0), fd(24'-0) 55'-2 Pv so Route 3 BL 1.0490 57.27 21.26 120 0.911334 2'-1Y2 Pf 28.365 105 8'-4 57.27 11.2 26.149 Sprinkler, 29'-0 Pe -0.560 15 9'41/2 53.954 PO(5'-0), fd(24'-0) 31'-1'/2 Pv BL 1.4420 17.29 3.40 120 0.021113 13'-6 Pf 0.285 15 9'-7'/2 53.954 Pe 16 9'-712 54.239 13'-6 Pv BL 1.4420 74.72 14.68 120 0.316492 118'-11 Pf 44.689 16 9'-71/2 57.43 54.239 Flow (q) from Route 4 22'-31/2 Pe 0.185 8 9'-21/2 99.114 4E(3'-812), PO(7'-5) 141'-21/2 Pv Gib Route 4 BL 1.0490 57.43 21.32 120 0.915920 2'-1'/2 Pf 28.508 106 8'-4 57.43 11.2 26.291 Sprinkler, 29'-0 Pe -0.560 16 9'-71/2 54.239 PO(5'-0), fd(24'-0) 31'-1% Pv GIP Route 5 BL 1.0490 60.80 22.57 120 1.017850 0'-5 Pf 26.888 103 6-4 60.80 11.2 29.468 Sprinkler, 26'-0 Pe -0.375 13 9'-21/2 55.982 PO(5.-0), fd(21'-0) 26'-5 Pv CM 2.1570 100.78 8.85 120 0.077452 4'-6 Pf 0.349 13 9'-21/2 39.98 55.982 Flow (q) from Route 7 Pe 12 9'-21/2 56.330 4'-6 Pv we Route 6 (8, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 10/15/2019 10:48:48AM Page 4 111 Hydraulic Analysis em to Area 1 Job Number: B08019 Report Description: Ordinary GrouD I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.0490 62.20 23.09 120 1.061531 0'-5 26'-0 26'-5 Pf 28.042 Pe -0.375 Pv 101 8'-4 62.20 11.2 30.838 Sprinkler, 11 9'-2% 58.505 PO(5'-0), fd(21'-0) = Route 7 BL 14420 39.98 7.85 120 0.099516 1'-8 14'-10% 16'-6% Pf 1.646 Pe 0.185 Pv 15 9'-7Y2 53.954 2E(3'-81/2), PO(7.-5) 14 9'-2'/ 55.786 CM 2.1570 39.98 3.51 120 0.014002 14'-0 14'-0 Pf 0.196 Pe -0.000 Pv 14 9'-2% 55.786 13 9'-2V2 55.982 Route 8 BL 16820 29.14 4.21 120 0.026189 60'-10'/2 19'-9'/2 80'-8'/ Pf 2.113 Pe 2.439 Pv 17 15'-3 29.14 95.905 Flow (q) from Route 9 18 9'-7V2 100.457 T(9'-11), PO(9.-11) CM 2.1570 29.14 2.56 120 0.007799 50'-3 12'-3'/2 62'-7 Pf 0.488 Pe 0.185 Pv 18 9'-7'/2 100.457 2E(6'-2) 19 9'-2Y2 101.130 CM 4.2600 29.14 0.66 120 0.000284 • 71'-2'% 52'-8 123'-10'% Pf 0.035 Pe Pv 19 9'-2% 101.130 2E(13'-2), T(26'-4) 20 9'-2% 101.165 w Route 9 BL 14420 29.14 5.72 120 0.055427 116'-7.4 22'-3% 138'-11 Pf 7.701 Pe -2.624 Pv 7 9'-2Y2 90.828 PO(7'-5) 17 15'-3 95.905 2E(3'-8%), PO(7.-5) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I C Value Multiplier Actual Inside Diameter 4'87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor ©M.E.P.CAD, Inc. �9AutoSPRINK®12 v12.1.1.0 10/15/2019 10:48:48AM Page 5 Hydraulic Analysis Remote. Area 1 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: B08019 Report Description: Ordinary Group I Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Units Legend ittings Legend ,, AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV ' Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 221,40 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 'Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [� ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.1.1.0 10/15/2019 10:48:48AM Page 6 Hydraulic Overview Remote Area 2 Job Number: B08019 Report Description: Job �uu Job Number Design EngineerB08019 NguyenHuong Nguyen Job Name: VMP EDUCATION CENTER Phone 206-682-6636 FAX 206-682-6744 Address 1 6847 S 180TH STREET, TUKWILA, WA 98188 Slate CertiflostiorVlicenso Number Address 2 AFIJ Address 3 Job Sk.AluRding System Ir Density 0.150gpm/ft2 Area or Application 1310 ft2 Most Demanding Sprinkler Data 11.2 K -Factor 30.05 at 7.200 Hose Streams 250.00 Coverage Per Sprinkler 196.00ft2 Number Of Sprinklers Calculated 8 System Prmsure Demand 49.282 System Flow DarmM 257.01 Total Demand 507.01 © 49.282 Pressure Reeull +98.701 (66.7%) Supplies Check Point Gauges Node Name Flow(aom) Hose Flow(cipm) Static(psi) Residual(psil Identifier Pressure( [nil K-Factor(K1 Flow(gpm) 1 Water Supply 4819.00 250.00 150.000 20.000 VMP FECenter Fire Protection Water Supply at Node 1 (4819.00, 250.00, 150.000, 20.000) WASHINGTON r'riFlCAT1E AAtI•Eil1�(CY tiiOCOMPETENCY FIRE PROTICHON SNUNKLER SYSTEMS Kevin P. Jensen cr• 4355-0608-Cpr Level 3I Reliance Fire Protection,lc>,3 RELIAFP10211 Inn Pressure, psi 8$ 8 8 8 8 8 8 8 f �uumu�www�uuuw�uwuu�uuum�uuuw�uuuw�uuuw�uuuw�uuuw IIIIIU II IIII tatic Pressure 150.000 NI III II h.tri • Ill iiiu________111‘stoPilb II 11111 III � G4,` WAS,''4 tisk •.4 'r'p f I- - 00333 5331 tt+ i �CtSTB�I ♦ 4 /ONAL 5/4° 10 / 15 / 19 57.01 t-07.01 a 49.282 wi h hose streams -- ystem demand curve 19.00 a 20.000 -- liIU v t 85(38Q0 4750 5700 6650 7600 8550 9500 Water flow, gpm 6,© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 10/15/2019 11:13:18AM Page 1 999 Hydraulic Graph Remote Area 2 Job Number: B08019 • Water Supply at Node 1 200 180 160 -'Static 140 r Pressure 150.000 120 - 100 g _ S - V. - a 80 60 ao 40 _ 7.01 507.0 @ 49.282 with hose streams 1Svstem 20 demand curve 19.00 @20000 -4 0 —le iN11111111111111111111111l 11111111 1 1 1 1 1 1 1 1 1 111 1 1 1 11 1 1 1 1 1 1 1 1 1 1 111111111 1 1 1 111 I I I CJ50 1900 2850 3800 4750 5700 6650 Water now, gpm 7600 8550 9500 Hydraulic Graph Water Supply at Node 1 State: Pressure 150.000 Residual: Pressure 20.000 @ 4819.00 Available Pressure at Time of Test 147.983 @ 507.01 System Demand 49.282 @ 257.01 System Demand (Including Hae Allowance el Source) 49.282 @ 507.01 © M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 10/15/2019 11:18:40AM Page 2 1111 Summary Of ©utfl©Wing Devices Remote. Area ,2 Job Number: B08019 Report Description: Ordinary Group I Device Actual Flow (gam) Minimum Flow (gpm) K -Factor (K) Pressure (psit Sprinkler 107 35.51 30.05 11.2 10.050 Sprinkler 108 32.67 30.05 11.2 8.508 Sprinkler 109 31.44 30.05 11.2 7.878 Sprinkler 110 31.22 30.05 11.2 7.772 Sprinkler 111 34.35 30.05 11.2 9.406 Sprinkler 112 31.48 30.05 11.2 7.901 Sprinkler 113 30.29 30.05 11.2 7.316 r- Sprinkler 114 30.05 30.05 11.2 7.200 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 10/15/2019 11:18:49AM Page 3 NilHydraulic Analysis Remota Ar@a 2Job Number: B08019 Report Description: Ordinary Group I Pipe Type Diameter Elevation Flow Discharge Velocity HWC K-Factor Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream es Route 1 BL 1.0490 30.05 11.16 120 0.276416 0'-9 Pf 8.223 114 16-0 30.05 11.2 7.200 Sprinkler, 29'-0 Pe -0.501 31 17'-2 14.922 PO(5'-0), fd(24'-0) 29'-9 Pv BL 1.6820 30.05 4.34 120 0.027731 12'-0 Pf 0.333 31 1T-2 14.922 Pe 30 17'-2 15.255 12'-0 Pv BL 1.6820 60.35 8.71 120 0.100711 12'-0 Pf 1.209 30 17'-2 30.29 15.255 Flow (q) from Route 2 Pe 29 17'-2 16.464 12'-0 Pv BL 1.6820 91.83 13.26 120 0.218968 13'-11Y2 Pf 3.060 29 1T-2 31.48 16.464 Flow (q) from Route 5 Pe 28 17'-2 19.523 13'-11% Pv BL 1.6820 126.18 18.22 120 0.394180 1'-10 Pf 6.568 28 1T-2 34.35 19.523 Flow (q) from Route 7 14'-10 Pe 0.434 27 16-2 26.525 E(4'-11%), PO(9'-11) 16'-8 Pv CM 2.6350 126.18 7.42 120 0.044286 19'-10 Pf 0.878 27 16'-2 26.525 Pe 22 16'-2 27.403 19'-10 Pv CM 2.6350 257.01 15.12 120 0.165146 13'-7 Pf 9.047 22 16'-2 130.84 27.403 Flow (q) from Route 3 41'-2 Pe 3.017 21 9'-2'/2 39.467 2E(8'-3), fE(8'-3), mecT(16'-5%) 54'-9'/2 Pv CM 4.2600 251.37 5.66 120 0.015276 6-0'/2 Pf 0.495 21 9'-21/2 39.467 T(26'-4) 26-4 Pe 20 9'-2% 39.962 32'-4% Pv CM 4.2600 257.01 5.79 120 0.015916 62'-41/2 Pf 1.412 20 9'-2Y2 5.64 39.962 Flow (q) from Route 9 26-4 Pe 9 9'-2'/2 41.374 T(26-4) 88'-8'/ Pv CM 6.3570 257.01 2.60 120 0.002266 24'-0 Pf 1.972 9 9'-2'/2 41.374 2E(1T-7), BV(12'-7), BFP(-1.809) 47'-9'/2 Pe 3.329 5 1'-6 46.675 71'-9 Pv CM 6.0650 257.01 2.85 120 0.002849 3'-0 Pf 0.048 5 1'-6 46.675 E(14'-0) 14'-0 Pe 0.442 4 0'-6 47.165 17'-0 Pv UG 6.3400 257.01 2.61 140 0.001726 215'-6 Pf 0.537 4 0'-6 47.165 2E(23'-1'/2), T(49'-6) 95-9 Pe 1.517 3 -3'-0 49.219 311'-2% Pv UG 8.4500 257.01 1.47 140 0.000426 78'-9 Pf 0.047 3 -3'-0 49.219 E(31'-7V2) 31'-7% Pe 2 -3'-0 49.266 110'-4 Pv UG 10.4600 257.01 0.96 140 0.000151 67'-3 Pf 0.016 2 -3'-0 49.266 E(36'-1), S 36-1 Pe 1 -3'-0 49.282 103'-3V2 Pv 250.00 Hose Allowance At Source 1 507.01 GI Route 2 BL 1.0490 30.29 11.25 120 0.280516 1'-1 Pf 8.441 113 16-0 30.29 11.2 7.316 Sprinkler, 29'-0 Pe -0.501 30 17'-2 15.255 PO(5-0), fd(24'-0) 30'-1 Pv et Route 3 BL 1.0490 31.22 11.59 120 0.296679 0'-71,4 Pf 8.788 110 16'-0 31.22 11.2 7.772 Sprinkler, 29'-0 Pe -0.501 26 1r-2 16.060 PO(5'-0), fd(24'-0) 29'-7Y2 Pv BL 1.6820 31.22 4.51 120 0.029764 12'-0 Pf 0.357 26 17'-2 16.060 Pe 25 1r-2 16.417 12'-0 Pv BL 1.6820 62.66 9.05 120 0.107975 12'-0 Pf 1.296 25 1T-2 31.44 16.417 Flow (q) from Route 4 Pe 24 17-2 17.712 12'-0 Pv BL 1.6820 95.33 13.76 120 0.234666 14'-0 Pf 3.282 24 1T-2 32.67 17.712 Flow (q) from Route 6 Pe 23 1r-2 20.995 14'-0 Pv BL 1.6820 130.84 18.89 120 0.421528 1'-91/2 Pf 5.975 23 17-2 35.51 20.995 Flow (q) from Route 8 12'-4Y2 Pe 0.434 22 16'-2 27.403 LtE(2'-5%), PO(9'-11) 14'-2 Pv ee Route 4 BL 1.0490 31.44 11.67 120 0.300423 1'-1 Pf 9.040 109 16'-0 31.44 11.2 7.878 Sprinkler, 29'-0 Pe -0.501 25 17'-2 16.417 PO(5-0), fd(24'-0) 30'-1 Pv at Route 5 © M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 10/15/2019 11:18:58AM Page 4 Hydraulic Analysis Remote Area 2 Job Number: B08019 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.0490 31.48 11.69 120 0.301223 1'-1 29'-0 30'-1 Pf 9.064 Pe -0.501 Pv 112 16'-0 31.48 11.2 7.901 Sprinkler, 29 17'-2 16.464 PO(5'-0), fd(24'-0) GO Route 6 BL 10490 32.67 12.13 120 0.322563 1'-1 29'-0 30'-1 Pf 9.706 Pe -0.501 Pv 108 16'-0 32.67 11.2 8.508 Sprinkler, 24 17'-2 17.712 PO(5'-0), fd(24'-0) es Route 7 BL 10490 34.35 12.75 120 0.353942 1'-0 29'-0 30'-0 Pf 10.618 Pe -0.501 Pv 111 16'-0 34.35 11.2 9.406 Sprinkler, 28 17'-2 19.523 PO(5'-0), fd(24'-0) Route 8 BL 10490 35.51 13.18 120 0.376314 1'-5 29'-0 30'-5 Pf 11.445 Pe -0.501 Pv 107 16'-0 35.51 11.2 10.050 Sprinkler, 23 17'-2 20.995 PO(5'-0), fd(24'-0) wo Route 9 CM 42600 5.64 0.13 120 0.000014 52'-8 39'-6 92'-2 Pf 0.001 Pe Pv 8 9'-2'% 0.56 + 5.08 39.960 Flow (q) from Route 10 and 11 20 9'-21% 39.962 E(13'-2), T(26'-4) o Route 10 BL 1.4420 0.56 0.11 120 0.000038 134'-1 37'-2 171'-3 Pf 0.006 Pe -0.000 Pv 14 9'-2'% 0.56 39.954 PO(7'-5), Flow (q) from Route 14 8 9'-2'% 39.960 6E(3' -8Y), PO(T-5) co Route 11 BL 1.4420 5.64 1.11 120 0.002661 116'-7'/: 14'-101% 131'-6 Pf 0.350 Pe 2.624 Pv 17 15'-3 5.64 36.980 Flow (q) from Route 12 7 9'-2'A 39.953 2E(3'-8%), PO(T-5) CM 2.1570 5.08 0.45 120 0.000308 8'-2 12'-3'/z 20'-5% Pf 0.006 Pe Pv 7 9'-2'/2 39.953 PO(12'-3%) 6 9'-2% 39.960 CM 4.2600 5.08 0.11 120 0.000011 33'-7 26-4 59'-11 Pf 0.001 Pe Pv 6 9'-2V2 39.960 fE(13'-2), E(13'-2) 8 9'-2% 39.960 Gill Route 12 BL 1.6820 5.64 0.81 120 0.001257 60'-10'A 29'-81A 90'-7 Pf 0.114 Pe -2.439 Pv 18 9'-7'A 5.64 39.304 PO(9'-11), Flow (q) from Route 13 17 15'-3 36.980 T(9'-11), PO(9'-11) Gil Route 13 CM 2.1570 5.64 0.50 120 0.000374 50'-3 6-2 56'-5 Pf 0.021 Pe -0.185 Pv 19 9'-2% 5.64 39.469 Flow (q) from Route 15 18 9'-7% 39.304 E(6-2) ei Route 14 CM 2.1570 0.56 0.05 120 0.000005 104'-6 104'-6 Pf 0.001 Pe 0.000 Pv 7 9'-2'/2 39.953 14 9'-2'/2 39.954 `r Route 15 CM 4.2600 5.64 0.13 120 0.000014 65'-2 39'-6 104'-8 Pf 0.001 Pe Pv 21 9'-2'% 39.467 3E(13'-2) 19 9'-2% 39.469 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 C Value Multiplier 1 1100 Actual Inside Diameter 4.87 Value Of C 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor ©M.E.P.CAD, Inc. �9AutoSPRINK®12 v12.1.1.0 10/15/2019 11:18:58AM Page 5 93� Hydraulic Analysis emote Area 2 Pipe Type Downstream Upstream Diameter Elevation Pipe Type Legend I Flow Discharge Job Number: B08019 Report Description: Ordinary Group 1 Velocity K -Factor HWC Pt Pn Fittings Friction Loss Length Eq. Length Total Length Pressure Summary Units Legend Fittings; Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV 'Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'W Elbow Ee2 '22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho 'Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z ,Cap © M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 10/15/2019 11:18:58AM Page 6 SEISMIC BRACING CALCULATIONS BRACE INFORMATION SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: 7'-0" (MAX. LENGTH) STRUCTURE ATTACHMENT FITTING OR TENSION -ONLY SYSTEM: MAKE: ERICOMODEL: CSBUNMV050EG FM LOAD RATING: 30* -44'> . 45°-59° 60°-74° ._ 75°-90° DIAMETER OF BRACE: 1" H DIAMETER OF BRACE: 1- - SCHED 40 TYPE OF BRACE ---------___--- ANGLE OF BRACE: 45'-59' LEAST RADIUS OF GYRATION: .__9.42 LIR VALUE: 200 1,620 lbs. 1,620 lbs. 2,300 Ibs. 2,820 lbs. 3,140 lbs. SCHED 40 TYPE OF BRACE: � S ANGLE OF BRACE: 4V-59° SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE: ..,ERIC0._ MODEL: CSBEZU0250EG FM LOAD RATING: 300-440 45°-59° 60"-74' 75%90* 75%-900 PIPE SIZE : 2112" 1,570 Ibs. 2,220 lbs. 2,720 lbs. 3,030 lbs. 1,100 lbs. 1,230 lbs. SEISMIC BRACE ASSEMBLY DETAIL �,,._........._. __ WOOD BEAM MAXIMUM HORIZONTAL LOAD: 13i0Ib „ SEISMIC BRACE ERICO UNIVERSAL STRUCTURAL ATTACHMENT PART# CSBUNIV050E0 1" SCHEDULE (LENGTH NOT ERICO EASY UNIVERSAL PART ..,", \ \, \ 1 ., ` \ \ . ' \\ \ ., 1n" LAG BOLT c , i FASTENER INFORMATION OREINTATION OF CONNECTING SURFACE: E FASTENER: TYPE: LAG BOLT DIAMETER: _...21/21'__ .. EMBEDMENT: 41/2'___ MAXIMUM LOAD: 400 °\ ERICO UNIVERSAL .hS4 STRUCTURAL ATTACHMENT /4 I PARTY CSBUNIV050EG i I ,,-- 91r!" PIPE 1" SCHEDULE 40 STEEL PIPE (LENGTH NOT TO EXCEED T•0").:. •"'' N ERICOEASY UNIVERSAL SWAY BRACE - '" PART #CSBFZil015oEO El LATERAL BRACE 0 LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [Fpw C, x WO DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT Cp TOTAL WEIGHT 1 112" SCHED 10 25 (MAX) 25 3.04 0.70* 53.200 1" SCHED 40 24.5' x 3 73.5 2.05 0.70` 105.472 TOTAL WEIGHT 287.43 f=puu x 1.15 379.32 TOTAL WEIGHT 158.672 F,w x 1.16 182.4730* ** LATERAL BRACING LOAD PER NFPA13 2013 9.3.5.5.2 (a) 2x6WOODBEAM-' SAlMMY SUPER CCREW 0052 20 VEOTICALATTACHMENT FOR WOOD L THREAD ROD �...... HARDER 40,0 ..._ 1'10 2 112" PIPE 16d NAILERS OR WOOD SCREWS TJI HANGER DETAIL: PIPE PERPENDICULAR TO TJI JOISTS HEATED, ATTIC CLASSROOM CORR SEISMIC BRACING CALCULATIONS BRACE INFORMATION SEISMIC BRACE ATTACHMENTS 7'-0°LENGTH} LENGTH OF BRACE: (MAX{ STRUCTURE ATTACHMENT MAKE: _.RICO__._ FM LOAD RATING: FITTING MODEL: 30°-44° _ OR TENSION _!OSBUNIV050EG__ _ _ _ -45°-59° -ONLY SYSTEM: 60°-740' -T--75°-90° DIAMETER OF BRACE: 1" 1,620 lbs. 2,300 lbs. 2,820 lbs. 3,140 Ibs.. SCHED 40 TYPE OF BRACE: � S ANGLE OF BRACE: 4V-59° SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE: _ERICA__ MODEL: C.SBF..ZU0250EG FM LOAD RATING: 30`'-44" 45'-590 600-740 75%-900 LEAST RADIUS OF GYRATION: 0.42 PIPE SIZE : 4" 630 Ibs. 9C0 Ibs. 1,100 lbs. 1,230 lbs. UR VALUE: 200 SEISMIC BRACE ERICO UNIVERSAL STRUCTURAL ATTACHMENT PART# CSBUNIV050E0 1" SCHEDULE (LENGTH NOT ERICO EASY UNIVERSAL PART ASSEMBLY ._,y.. ty_ \ - \ \ \ \ \ \ \ \ ,.. , \ \ \ / 40 STEEL PIPE TO EXCEED T.0") SWAY BRACE #CSBEZU0250EG - W000 - - in* rr c' \, - ,, , -- DETAIL LA0 " �: -- BEAM BOLT ;a 21R' PSE MAXIMUM HORIZONTAL LOAD: 13101bs FASTENER INFORMATION OREINTATION OF CONNECTING SURFACE: .___._. FASTENER: TYPE: LAG BOLT __.----- .._ DIAMETER: 1-. .._112!_._ EMBEDMENT : 4 112° MAXIMUM LOAD: 400 0 LATERAL BRACE 19 LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FS C, x Wu DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT Cp TOTAL WEIGHT 2112" SCHED 10 80 80 5.89 0,70* 329.84 TOTAL WEIGHT 287.43 f=puu x 1.15 379.32 SEISMIC Cp NOTE'._...__..__..______ *VALUE OBTAINED USING USGS DESIGN MAPS AND NFPA 13 TABLE 9.3.5.9.3: Ss = 1.425 SITE LATITUDE: 47.4407766 SITE LONGTITUDE: -122.2471394 UPRIGHT SPRINKLER CONNECTION TO BRANCH LINE BRANCH LINE ARM -OVER DROP - "FLEXHEAD" CONNECTION ACT OR GWB CEILING -- NEW PENDENT - TYPICAL DETAIL FOR SPIRNKLERS ABOVE AND BELOW AN CEILING J EXIST. H TED ATTIC MAS XISTING SPRINKLER COVERAG CLASSROOM CLASSROOM EXTRA ROOM. CORR SHEET INDEX SHEET #1 DESCRIPTION FP -00 GENERAL NOTES- BUILDING SECTION SCALE AS NOTED FP -01 FIRE PROTECTION PLAN 1/8"=1'-0 PROJECT SCOPE THE VIETNAMESE EDUCATION FAITH CENTER WAS AN OFFICE BUILDING WITH AN EXISTING FIRE SPRINKLER SYSTEM THROUGHOUT. THE CENTER IS EXPANDING ANOTHER 7600 SQUARE FEET FOR CLASSROOMS AND OFFICES. THE EXISTING WET SPRINKLER SYSTEM SHALL EXTEND TO PROTECT THE NEW AREA PER NFPA13. GENERAL NOTES WATER FLOW INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: AVAILABLE FLOW + ')a HYDRANT: 150 (PSI) 20 (PSI) 4819 (GPM) LOCATION: HYDRANT AT CORNER OF SPERRY DR S AND S 180TH ST INFORMATION BY: PAT BRODIN OPERATIONS MANAGER & ENGINEER IN PUBLIC WORKS HEATED ATTIC 1. SYSTEM DESIGNED PER NFPA13 2013 STANDARD. 2. ALL SYSTEM COMPONENTS U.L. LISTED AND/OR F. M. APPROVED. 3. PIPE SIZING PER HYDRAULIC CALCULATIONS. 4. DESIGNED SYSTEM FOR THE ADDITIONAL BUILDING SHALL BE ORDINARY HAZARD GROUP 1. 5. UPRIGHT SPRINKLERS PROTECT HEATED SPACE ABOVE CEILING. 6. CONSTRUCTION IS OF WOOD AND CONCRETE. 7. ALARM AND ELECTRICAL EQUIPMENTS BY OTHERS. . •00 .. w FII. �...y�`"�.��y ................� �.�____-__.�.._....._...�� __ .._..._.._.._gid_�..__..._.__�_..__�........._.._... �-'.__�___w_....__........._._�- w-...:: CLASSROOM BUILDING SECTION A SCALE 1/8" = 1'-0" EDUCATION CENTER BUILDING' SITE PLAN SCALE: NTS EX. T. HEATED ATTIC HAS EXIST. CO RESTROOM RAGE CORR A, SCALE: NTS EXISTING BUILDING TO BE REMODELED: - RELOCATE PENDENT SPRINKLER TO FIT NEW CEILING - EXISTING UPRIGHT SPRINKLER TO REMAIN EXISTING DRY PIPE SYSTEM: -ADD NEW DRY PENDENTS TO PROTECTA WALK-IN COOLER - EXISTING UPRIGHT SPRINKLER TO REMAIN NEW OVERHANG ROOF SMALLER THAN 4 FT. IN WIDTH NO SPRINKLER REQUIREMENT PER NFPA13 2013 8.15.1.2.18 i' SYSTEM TO PROTECT THE ADDITIONAL BUILDING. A WET SPRINKLER SYSTEM TO BE ADDED TO THE EXISTING El Without Comments ® As Noted in Red '( Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this .cceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (0 - � �--1 al By: 5.11 EXIST. HEATED ATTIC HAS EXIST:COVERAGE KITCHEN Fire Permit Number (� ^,:.c To sc Ie,.;IUie inspections call 206-575-4407 en!w7I ttkclorO. ih votin EKh ms Nt rtt wlrt • &e. VICINITY MAP WASHINGTON STATE U CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 M ail i :r 1 o 1 M 1 s-- 0 Kevin P. Jensen 4355-0608-C Levet 3 Reliance Fire Protection, Inc PEL1AFPI02L1 NOTES Symbol Legend Description Revisions Sprinkler Legend Revision No. Date Description Symbol Manufacturer Model FINISH K Factor Degree Qty. 2 WAY EQ BRACE 01 10/0812019 REVISED AS FPE COMMENTS 0 GLOBE GL5615 QUICK RESPONSE UPRIGHT BRONZE 5.6 200 103 4 WAY EQ BRACE GLOBE GL5606 QR CONCEALED PENDENT WHITE 5.6 155 185 01110111 RIGID GROOVED COUPLING RELIABLE J112 ECOH- RA7216 EXTENDED RECESSED PENDENT WHITE 11.2 155 26 AIIMMOF FLEXIBLE GROOVED COUPLING Q GLOBE . GL5634 NEW SPRINKLER PIPING -� GLOBE . GL5634 QR CONCEALED DRY PENDENT CHROME 5.6 QR HORIZONTAL DRY SIDEWALL CHROME 5.6 155 3 155 5 EXISTING SPRINKLER PIPING HANGER LOCATION TOTAL 322 1 CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 Job No.: B08019 Date: July 2019 Tel: (206) 682-6636 Reliance Fire Protection Inc. 8168 304th Avenue SE P.O. Box 428 Preston, Wa. 98050-0428 Fax: (206) 682-6744 nguyen@reliancefire.com Drawn by: NGUYENHUONG NGUYEN Approval: City of Tukwila CHURCH OF THE VIETNAMESE MARTYRS FAITH EDUCATION CENTER 6847 S 180th Street Tukwila, WA 98188 Scale: AS SHOWN GENERAL NOTE - BUILDING SECTION - KEY PLAN SHEET NO.: FP -00 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Wells Fargo 18035 Sperry Drive Permit No.: 08-S-406 Date: May 28, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • 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). • 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. • Maintain a 4 ft. clear space around the sprinkler risers. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • All control valves must be electrically supervised. • The FDC shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting and Knox FDC locking Storz cap. • The height of the FDC shall be 36 to 48 inches above grade. • FDC 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 and protected from potential vehicular damage. • FDC's shall be located within 50 ft. of a fire hydrant. • All exterior components of sprinkler systems shall be painted safety red. This includes: Post indicator valves (PIV), outside stem and yoke(OSY), wall indicator valves(WIV), and fire department connection(FDC). • An approved automatic smoke detection system is required throughout the area served by the pre -action system. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 5F5 (253) 926-1880 • FAX (253) 926-2350 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 October 7, 2005 Tukwila Fire Dept. Fax: 206-575-4439 Attention: Al Metzler Reference: Well's Fargo Covered Walkway 6847 So. 180th Tukwila, WA SFS #: TI5156 Gentlemen: WUKWILA FIRE DEPARTMkN1 Please call: 575.4407 and give this job No. and exact address for shut- down or restoration aourovaf. We have been contracted to provide disconnection of one fire sprinkler line that feed a covered walkway that is being demolished and then rebuilt. The demolition work is taking place early next week. We will be submitting plans for the reinstalled piping once we are contracted for that portion of the work. Please provide us with the necessary numbers or codes to allow this work to proceed at your earliest convenience. Sincerely, SMITH FIRE SYSTEMS, INC. Jim Pommert Designer 7Lg (g/ 1,4)') Fire Systems West, Inc. 206 FRONTAGE ROAD NORTH, SUITE C PACIFIC, WA 98047 (253) 833-1248 FIRE ALARM Equipment Submittal FOR Wells Fargo — Sperry Building 6847 S. 180th St Tukwila, Washington 98188 PAID 1PR -7 2015 Lil`r: WILA FIRE t- u INTELLIKNIGHT ACCESSORY Model SK -Pull -DA and SK -Pull -SA Intelligent Pull Stations Engineering Specifications The contractor shall furnish and install where indicated on the plans, Addressable Pull Stations, Silent Knight model SK -Pull -SA single action pull station or SK -Pull -DA, dual action pull station. SK -Pull -DA or SK -Pull -SA meet the ADAAG controls and operating mechanisms guidelines, and the ADA requirements for a 5 Ib. maximum pull force to activate the pull station. Class A Compatible FACP Class A Wiring: Class B Wiring: Wiring SK -Pull -SA & SK -Pull -DA Pull Stations Specifications Physical Height: 5.5" (14 cm) Width: 4" (10.2 cm) Depth: 5.4 oz. (3.7 cm) Housing Material: LEXAN polycarbonate resin Bi -Colored LED: Blinking Green: Normal Steady Red: Alarm Switch: Single pole, single throw (SPST) normally open (N/O) switch which closes upon activation of the pull station Electrical Operating Voltage: 15-32 VDC Average Operating Current (LED flashing): 300 pA Wire Gauge: Up to 12 AWG (3.1 mm2) Environmental Operating Temperature 32° — 120°F (0°C — 49°C) Humidity: 10% — 93% non -condensing Accessories BG -TR SB -I/O Optional trim ring. Surface backbox SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. www.silentknight.com MADE IN AMERICA FORM# 350135 Rev B © 2012 Honeywell International Inc. ACC=PTED p Without Comments T' As Noteo in Re0 p Per The Attached Letter These plans have been reviewed by The Tukwila Fire r revention Bureau for conformance with current Cityndards. Acceptance is subject to errors and .. issions which do not authorize ,'solations of adopted -:ndards and ordinances. The responsibility for the Jequacy of design rests totally with the designer. .iditions, deletions or revisions to Mese drawings after (his date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to Feld test and Inspection by The Tukwila Fire Prevention Bureau. Date: I By: L .(1 l * Eltstc S 1.014c dc.F. 1,S044- rAte. Nic etitwe elc; s• 15 4 iL46r;o{.- hot.,/ 4e 1( Sfi.ol.e. '- etist..4. 61.c.4,4,. hetne((o" hdiek,k+! L ¢ o b 4- al euty o101`4 ( rt p iaac S vr.s. k yitge (0444A 14... ko lc . NOTICE A completed, signed, Tukwila Fire Department Pre-test Certifi�.j':: must 'DE: presented to th r:..r.,e�r prior to of Acceptance Te � Fire .Alarm - 1lSit t1s. Failui will result in a Re -ii : p:-„ct on Fee and f-prminatuon of the testing • Tol race Seismic Calculatior - Project WELLS FARGO TOC Smith Address: r Fire Systems In) TOLCO.., 54th ave. E a brand of N1BCD' WA 98424 NFPA Pamphlet #13 with TIA 02-1 1106 18035 SPERRY DRIVE Tacoma, TUKWILA, WA Job # TC8509 Calculations based on 1999 Percentage added for Fittings and Sprinklers Brace Information Tolco Brace Components Maximum Spacing. 36'-0" (11.088m) Tolco Component Fig. Number Adjusted Load Fig.1001 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. Length of Brace 7 '- 0 " (2.2m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TOLCO FIG. 1001 FAST CLAMP LIR Value 200 Maximum Horizontal Load 2499 Ibs. (1134Kg.) Fastener Information Fastener Orientation NFPA Type E STEEL PIPE LATERAL BRACE 45° MM. From Vertical Detail 116242 Type Bolt Diameter 1/2n. (12mm) Length N/A Brace Identification on Plans LATERAL EQ BRACE '7' Maximum Load 2050 Ibs. (930Kq.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 2%r"(63mm) Schedule 10 Pipe 36 ft. (11m) 106 lbs. (49Kg.) 1%"(38mm) Schedule 10 Pipe 148 ft. (45.1m) 225 Ibs. (103Kg.) Percentage added for Fittings and Sprinklers 15 % 50 lbs. (22.52Kg.) Total Adjusted Load of all pipe within Zone of Influence 381 Ibs.(173Kq.) {Tol-Brace Version 5.1.48} T 'I -Brace Seismic Calcula'' tns For WELLS FARGO TOC 18035 SPERRY DRIVE Job #TC8509 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener TDLICO LATERAL EQ BRACE '2' NFPA Type E 36 Ft.(11m) Lateral 1" Sch.40 7Ft. (2m) 200 45° 1/2n. (12mm) In. Bolt N/A In. N/A Summary of Pipe within Zone of Influence 21/2 inch Sch. 10 1 %2 inch Sch. 10 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1001 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by NICK GRASSI STEEL 36 Feet (11m) 148 Feet (45m) 0.15% L VI G a brand of NiBCCY 381 lbs. (173Kg. ) 2498.9683660506 lbs. (1134Kg. ) 2050 lbs. (930Kg. ) 1425 Ibs.(646Kg.) 1955 Ibs.(887Kg.) I BEAM* 'The description of the Structural Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at vnvw.tolco.com • • Tol race Seismic Calculatior Project WELLS FARGO TOC Smith Fire Systems 4.41"DL.CO. 54th ave. E WA 98424 a brand of 11,4113C0* NFPA Pamphlet #13 with TIA 02-1 Address: 1106 18035 SPERRY DRIVE Tacoma, TUKWILA, WA Job # TC8509 Calculations based on 1999 Brace Information Tolco Brace Components Maximum Spacing 56'-0" (17.248m) Tolco Component Fig. Number Adjusted Load Fig.4L 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. Length of Brace 7 '- 0 " (2.2m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. g Least Rad. of Gyration 0.42" (11mm) Assembly Detail 1.04.47C, 1104111114VW 1 RINGT SIM. # E ua BRACE 1 ICE:3rd ai. PPE CLAWFQR.. F© 1 r ~` `- s t, .. , {.! UR Value 200 Maximum Horizontal Load 2499 lbs. 1134K . ( g) Fastener Information Fastener Orientation NFPA Type E .SWAY' Ea.r' .` 45' Min. From Type Bolt Vertical Detail #7242 Diameter 1/2n. (12mm) Length N/A Brace Identification on Plans LONGITUDINAL EQ BF Maximum Load 2050 lbs. (930K.q.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Loa 2%"(63mm) Schedule 10 Pipe 56 ft. (17.1m) 165 lbs. (75Kg.) Percentage added for Fittings and Sprinklers 15 % 25 lbs. (11.22Kg.) Total Adjusted Load of all pipe within Zone of Influence 190 Ibs.(87Kq.) (Tol-Brace Version 5.1.48) )I -Brace Seismic Calcula' •ns For WELLS FARGO TOC TDLCO 18035 SPERRY DRIVE a brand of NlBCO1 Job #TC8509 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener LONGITUDINAL EQ BRACE '3' NFPA Type E 56 Ft.(17m) Longitudinal 1" Sch.40 7Ft. (2m) 200 45° 1/2n. (12mm) In. Bolt N/A In. N/A Summary of Pipe within Zone of Influence 2% inch Sch. 10 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4L Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by NICK GRASSI STEEL I 56 Feet (17m) 0.15% 190 lbs.(86Kg.) 2498.9683660506 lbs. (1134Kg. ) 2050 lbs. (930Kg. ) 1425 Ibs.(646Kg.) 1955 Ibs.(887Kg.) BEAM* *The description of the Structural Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us atilaw.toico.som Tot race Seismic Calculation Project WELLS FARGO TOC Smith Address: Fire Systems TDLCO 54th ave. E WA 98424 a brand of NICCT NFPA Pamphlet #13 with TIA 02-1 1106 18035 SPERRY DRIVE Tacoma, TUKWILA, WA Job # TC8509 Calculations based on 1999 Brace Information Tolco Brace Components Maximum Spacing 32.25'-0" (9.933m) Tolco Component Fig. Number Adjusted Load Fig.1001 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. Length of Brace 7 '- 0 " (2.2m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO RG. 980 UNIVERSAL SV\AY BRACE FITTING TOLCO FIG. 1001 FAST CLAMP UR Value 200 Maximum Horizontal Load 2499 lbs. (1134Kg.) Fastener Information Fastener Orientation NFPA Type E STEEL PIPE - LATERAL BRACE 45' Min. From Vertical Detail #6242 Type Expansion Shield Diameter 1/2in. (13mm) Length 3/4in. (83mm) Brace Identification on Plans LATERAL EQ BRACE '4 Maximum Load 1782 lbs. (808Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 2%"(63mm) Schedule 10 Pipe 32.25 ft. (9.8m) 95 lbs. (44Kg.) Percentage added for Fittings and Sprinklers 15 % 14 lbs.(6.46Kg.) Total Adjusted Load of all pipe within Zone of Influence 109Ibs.(50Kq.) (Tot -Brace Version 5.1,48) L uI L )I -Brace Seismic Calcula'' )ns For WELLS FARGO TOC 18035 SPERRY DRIVE Job #TC8509 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener TDLCO a brand of MECO* LATERAL EQ BRACE '4' NFPA Type E 32.25 Ft.(10m) Lateral 1" Sch.40 7Ft. (2m) 200 45° 1/2in. (13mm) In. Expansion Shield 3%in. (83mm) In. Summary of Pipe within Zone of Influence 21/2 inch Sch. 10 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1001 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by NICK GRASSI 32.25 Feet (10m) 0.15% 109 Ibs.(49Kg.) 2498.9683660506 lbs. (1134Kg. ) 1782 Ibs.(808Kg.) 1425 Ibs.(646Kg.) 1955 Ibs.(887Kg.) CONCRETE WALL* 'The description of the Structural Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us N www.lolco.com • Tol race Seismic Calculatioi Project Smith Address: WELLS FARGO TOC Fire Systems a Y ToLco. 54th ave. E a brand of NIBCO WA 98424 NFPA Pamphlet #13 with TIA 02-1 1106 18035 SPERRY DRIVE Tacoma, TUKWILA, WA Job # TC8509 Calculations based on 1999 Brace Information Tolco Brace Components Maximum Spacing 80'-0" (24.64m) Tolco Component Fig. Number Adjusted Load Fig.4L 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. Length of Brace 7 '- 0 " (2.2m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail rui.00 FIG wham onao , e1�", LAM NI _ iso rep STEEL Rs .. ' S%Ardor _LA1 I `-a LIR Value 200 Maximum Horizontal Load 2499 lbs. (1134Kg.) Fastener Information Fastener Orientation NFPA Type B *WW1 r ,) Vertical Detail #7241 Type Expansion Shield 45' Min. From Diameter 1/2in. (13mm) Length 3 44in. (83mm) Brace Identification on Plans LONGITUDINAL EQ BRR Maximum Load 1782 lbs. (808Kq.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 3"(75mm) Schedule 10 Pipe 80 ft. (24.4m) 318 lbs. (145K0 -- Percentage added for Fittings and Sprinklers 15 % 48 lbs. (21.61 Kq.) Total Adjusted Load of all pipe within Zone of Influence 365 Ibs.(166Kq.) (Tol-Brace Version 5.1.48) 1I -Brace Seismic Calcula' lns For WELLS FARGO TOC 18035 SPERRY DRIVE Job #TC8509 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener GUI G TOLCO" a brand of NIBCO' LONGITUDINAL EQ BRACE '5' NFPA Type B 80 Ft.(24m) Longitudinal 1" Sch.40 7Ft. (2m) 200 45° 1/2in. (13mm) In. Expansion Shield 3%<in. (83mm) In. Summary of Pipe within Zone of Influence 3 inch Sch. 10 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4L Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by NICK GRASSI 80 Feet (24m) 0.15% 365 Ibs.(166Kg.) 2498.9683660506 I bs. (1134 Kg . ) 1782 Ibs.(808Kg.) 1425 Ibs.(646Kg.) 1955 Ibs.(887Kg. ) CONCRETE PAN DECK* 'The description of the Structural 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 5.1 visit us a www.lac°.c0,n 1 VI L • Tol' ;race Seismic Calculatio, Project WELLS FARGO TOC Smith Address: Fire Systems TOLCO,. 54th ave. E WA 98424 a band of NIBCO` NFPA Pamphlet #13 with TIA 02-1 1106 18035 SPERRY DRIVE Tacoma, TUKWILA, WA Job # TC8509 Calculations based on 1999 Percentage added for Fittings and Sprinklers Brace Information Tolco Brace Components Maximum Spacing 40'-0" (12.32m) Tolco Component Fig. Number Adjusted Load Fig.1001 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. Length of Brace 7 '- 0 " (2.2m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly TOLCO UNIVERSAL BRACE TOLCO FIG. 1001 FAST CLAMP` Detail FIG. 980 SWAY ---_____ FITTING UR Value 200 Maximum Horizontal Load 2499 lbs. (1134Kg.) Fastener Information / !� Vertical Detail 116241 Fastener Orientation NFPA Type B STEEL PIPE �4 , LATERAL —,_ ,..`�.� BRACE 45' Min. From Type Expansion Shield Diameter 1/2in. (13mm) Length 311/4in. (83mm) Brace Identification on Plans LATERAL EQ BRACE ' i Maximum Load 1782 Ibs. (808Kq.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 2 4"(63mm) Schedule 10 Pipe 40 ft. (12.2m) 118 lbs. (54Kg.) 1 %"(38mm) Schedule 10 Pipe 224 ft. (68.3m) 340 lbs. (155Kg.) Percentage added for Fittings and Sprinklers 15 % 69 lbs. (31.18K.q.) Total Adjusted Load of all pipe within Zone of Influence 527Ibs.(240Kg.) {Tol-Brace Version 5.1.48) )I -Brace Seismic Calcula`- )ns For WELLS FARGO TOC TDLCO 18035 SPERRY DRIVE a brand of NlBCCY Job #TC8509 Brace Identification LATERAL EQ BRACE '6' Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 40 Ft.(12m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in. (13mm) In. Expansion Shield Length of Fastener 31/41n. (83mm) In. Summary of Pipe within Zone of Influence 2% inch Sch. 10 40 Feet (12m) 1% inch Sch. 10 224 Feet (68m) Allowance for Heads and Fittings 0.15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 527 lbs.(239Kg.) Material Capacity 2498.9683660506 Ibs.(1134Kg.) Fastener Capacity 1782 Ibs.(808Kg.) Fig.1001 Clamp 1425 Ibs.(646Kg.) Fig.980 Universal Swivel 1955 Ibs.(887Kg.) Structural Member: CONCRETE PAN DECK* Calculations prepared by NICK GRASSI *The description of the Structural 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 5.1 visit us a1 www.tolco.com SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME WELLS FARGO TOC JOB NO. TC8509 DATE 7/18/08 ADDRESS 18035 SPERRY DRIVE BY NICK GRASSI TUKWILA, WA SYSTEM DESIGNATION: PREACTION (1) HAZARD DESCRIPTION: ORDINARY HAZARD GPI HAZARD CLASS PER NFPA 13 : 2007 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: PREACTION NUMBER OF SPRINKLERS THIS SYSTEM 81 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: VARIES SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G4A TEMPERATURE: 165 ° F K -FACTOR: 5.6K ORIFICE SIZE: 1/2" TOTAL WATER SUPPLY: STATIC 120 PSI RESIDUAL 20 PSI FLOW 5479 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: MODEL (SITE) 2005 TUKWILA WATER MODEL- SPERRY & 180TH BASE OF RISER DEMAND 424.60 GPM REQUIRED AT 70.9 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 674.30 GPM REQUIRED AT 72.70 PSI AT CONNECTION TO PUBLIC MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW (GPM) SOURCE 120.0 20.0 5479.0 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 117.9 REQ'D PRESS. (PSI) 674.3 72.7 Required pressure is 45.2 psi (38%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) S41 S42 S43 S44 S45 S46 S47 S48 S49 S50 S51 S52 S53 S54 S55 S56 S57 S58 S59 S60 41 42 43 44 45 46 47 48 49 50 51 52 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 14.8 14.8 14.8 14.8 14.8 14.6 14.6 14.6 14.6 14.6 14.3 14.3 674.3 GPM 250.0 GPM 0.0 GPM 424.3 GPM PRESSURE (PSI) K= 5.60 10.3 K= 5.60 10.4 K= 5.60 10.8 K= 5.60 11.8 K= 5.60 13.6 K= 5.60 10.7 K= 5.60 10.8 K= 5.60 11.2 K= 5.60 12.2 K= 5.60 14.0 K= 5.60 11.9 K= 5.60 12.0 K= 5.60 12.5 K= 5.60 13.6 K= 5.60 15.7 K= 5.60 18.6 K= 5.60 19.2 K= 5.60 21.3 K= 5.60 25.1 K= 5.60 28.7 10.1 10.2 10.6 11.8 13.8 10.6 10.7 11.1 12.3 14.4 12.1 12.2 DISCHARGE (GPM) 18.0 18.1 18.4 19.2 20.6 18.3 18.4 18.7 19.6 21.0 19.3 19.4 19.8 20.7 22.2 24.1 24.5 25.8 28.1 30.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 53 14.3 12.7 54 14.3 14.0 55 14.3 16.4 56 14.8 19.6 57 14.6 20.4 58 14.3 22.8 59 14.2 27.3 60 14.0 31.4 1 14.8 19.6 2 14.6 20.4 3 14.3 23.0 4 13.9 40.2 5 13.9 49.2 6 13.8 52.6 7 4.0 62.1 8 2.0 70.9 27 0.5 71.7 28 0.0 72.2 29 0.0 - - - - 72.2 - - - SOURCE 0.0 SOURCE 72.7 424.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION 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 -18.0 1.049 PL 5.83 PF 1.8 S41 10.0 5.6 10.3 18.0 6.7 100 FTG 2ET PE 2.1 41 14.8 0.0 10.1 0.0 0.150 TL 12.25 PV Pipe: 2 -18.1 1.049 PL 5.83 PF 1.9 S42 10.0 5.6 10.4 18.1 6.7 100 FTG 2ET PE -2.1 42 14.8 0.0 10.2 0.0 0.151 TL 12.25 PV Pipe: 3 -18.4 1.049 PL 5.83 PF 1.9 S43 10.0 5.6 10.8 18.4 6.8 100 FTG 2ET PE -2.1 43 14.8 0.0 10.6 0.0 0.156 TL 12.25 PV Pipe: 4 -19.2 1.049 PL 5.83 PF 2.1 S44 10.0 5.6 11.8 19.2 7.1 100 FTG 2ET PE -2.1 44 14.8 0.0 11.8 0.0 0.170 TL 12.25 PV Pipe: 5 -20.6 1.049 PL 5.83 PF 2.4 S45 10.0 5.6 13.6 20.6 7.7 100 FTG 2ET PE -2.1 45 14.8 0.0 13.8 0.0 0.193 TL 12.25 PV Pipe: 6 -18.3 1.049 PL 5.58 PF 1.9 S46 10.0 5.6 10.7 18.3 6.8 100 FTG 2ET PE -2.0 46 14.6 0.0 10.6 0.0 0.155 TL 12.00 PV Pipe: 7 -18.4 1.049 PL 5.58 PF 1.9 S47 10.0 5.6 10.8 18.4 6.8 100 FTG 2ET PE -2.0 47 14.6 0.0 10.7 0.0 0.156 TL 12.00 PV Pipe: 8 -18.7 1.049 PL 5.58 PF 1.9 S48 10.0 5.6 11.2 18.7 7.0 100 FTG 2ET PE -2.0 48 14.6-- 0.0 11.1 0.0 0.161 TL 12.00 PV Pipe: 9 -19.6 1.049 PL 5.58 PF 2.1 S49 10.0 5.6 12.2 19.6 7.3 100 FTG 2ET PE -2.0 49 14.6 0.0 12.3 0.0 0.175 TL 12.00 PV Pipe: 10 -21.0 1.049 PL 5.58 PF 2.4 S50 10.0 5.6 14.0 21.0 7.8 100 FTG 2ET PE -2.0 50 14.6 0.0 14.4 0.0 0.199 TL 12.00 PV Pipe: 11 -19.3 1.049 PL 5.33 PF 2.0 S51 10.0 5.6 11.9 19.3 7.2 100 FTG 2ET PE -1.9 51 14.3 0.0 12.1 0.0 0.171 TL 11.75 PV Pipe: 12 -19.4 1.049 PL 5.33 PF 2.0 S52 10.0 5.6 12.0 19.4 7.2 100 FTG 2ET PE -1.9 52 14.3 0.0 12.2 0.0 0.173 TL 11.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION 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 -19.8 1.049 PL 5.33 PF 2.1 S53 10.0 5.6 12.5 19.8 7.3 100 FTG 2ET PE -1.9 53 14.3 0.0 12.7 0.0 0.179 TL 11.75 PV Pipe: 14 -20.7 1.049 PL 5.33 PF 2.3 S54 10.0 5.6 13.6 20.7 7.7 100 FTG 2ET PE -1.9 54 14.3 0.0 14.0 0.0 0.194 TL 11.75 PV Pipe: 15 -22.2 1.049 PL 5.33 PF 2.6 S55 10.0 5.6 15.7 22.2 8.2 100 FTG 2ET PE -1.9 55 14.3 0.0 16.4 0.0 0.220 TL 11.75 PV Pipe: 16 -24.1 1.049 PL 5.83 PF 3.2 S56 10.0 5.6 18.6 24.1 9.0 100 FTG 2ET PE -2.1 56 14.8 0.0 19.6 0.0 0.258 TL 12.25 PV Pipe: 17 -24.5 1.049 PL 5.58 PF 3.2 S57 10.0 5.6 19.2 24.5 9.1 100 FTG 2ET PE -2.0 57 14.6 0.0 20.4 0.0 0.266 TL 12.00 PV Pipe: 18 -25.8 1.049 PL 5.33 PF 3.4 S58 10.0 5.6 21.3 25.8 9.6 100 FTG 2ET PE -1.9 59r 14.3 0.0 22.8 0.0 0.293 TL 11.75 PV Pipe: 19 -28.1 1.049 PL 5.17 PF 4.0 S59 10.0 5.6 25.1 28.1 10.4 100 FTG 2ET PE -1.8 59 14.2 0.0 27.3 0.0 0.341 TL 11.59 PV Pipe: 20 -30.0 1.049 PL 5.00 PF 4.4 S60 10.0 5.6 28.7 30.0 11.1 100 FTG 2ET PE -1.7 60 14.0 0.0 31.4 0.0 0.387 TL 11.42 PV Pipe: 21 -18.0 1.682 PL 8.00 PF 0.1 41 14.8 0.0 10.1 0.0 2.6 100 FTG ---- PE 0.0 42 14.8 0.0 10.2 0.0 0.015 TL 8.00 PV Pipe: 22 -36.1 1.682 PL 8.00 PF 0.4 42 14.8 0.0 10.2 0.0 5.2 100 FTG ---- PE 0.0 43 14.8 0.0 10.6 0.0 0.055 TL 8.00 PV Pipe: 23 -54.5 1.682 PL 10.00 PF 1.2 43 14.8 0.0 10.6 0.0 7.9 100 FTG ---- PE 0.0 44 14.8 0.0 11.8 0.0 0.117 TL 10.00 PV Pipe: 24 -73.7 1.682 PL 10.00 PF 2.0 44 14.8 0.0 11.8 0.0 10.6 100 FTG ---- PE 0.0 45 14.8 0.0 13.8 0.0 0.204 TL 10.00 PV Pipe: 25 -94.4 1.682 PL 9.50 PF 5.8 45 14.8 0.0 13.8 0.0 13.6 100 FTG T PE 0.0 1 14.8 0.0 19.6 0.0 0.323 TL 17.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION 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 -18.3 1.682 PL 8.00 PF 0.1 46 14.6 0.0 10.6 0.0 2.6 100 FTG ---- PE 0.0 47 14.6 0.0 10.7 0.0 0.016 TL 8.00 PV Pipe: 27 -36.7 1.682 PL 8.00 PF 0.4 47 14.6 0.0 10.7 0.0 5.3 100 FTG ---- PE 0.0 48 14.6 0.0 11.1 0.0 0.056 TL 8.00 PV Pipe: 28 -55.4 1.682 PL 10.00 PF 1.2 48 14.6 0.0 11.1 0.0 8.0 100 FTG ---- PE 0.0 49 14.6 0.0 12.3 0.0 0.121 TL 10.00 PV Pipe: 29 -75.0 1.682 PL 10.00 PF 2.1 49 14.6 0.0 12.3 0.0 10.8 100 FTG ---- PE 0.0 50 14.6 0.0 14.4 0.0 0.211 TL 10.00 PV Pipe: 30 -96.0 1.682 PL 9.50 PF 6.0 50 14.6 0.0 14.4 0.0 13.9 100 FTG T PE 0.0 2 14.6 0.0 20.4 0.0 0.333 TL 17.92 PV Pipe: 31 -19.3 1.682 PL 8.00 PF 0.1 51 14.3 0.0 12.1 0.0 2.8 100 FTG ---- PE 0.0 52 14.3 0.0 12.2 0.0 0.017 TL 8.00 PV Pipe: 32 -38.8 1.682 PL 8.00 PF 0.5 52 14.3 0.0 12.2 0.0 5.6 100 FTG ---- PE 0.0 53 14.3 0.0 12.7 0.0 0.062 TL 8.00 PV Pipe: 33 -58.6 1.682 PL 10.00 PF 1.3 53 14.3 0.0 12.7 0.0 8.5 100 FTG ---- PE 0.0 54 14.3 0.0 14.0 0.0 0.133 TL 10.00 PV Pipe: 34 -79.2 1.682 PL 10.00 PF 2.3 54 14.3 0.0 14.0 0.0 11.4 100 FTG ---- PE 0.0 55 14.3 0.0 16.4 0.0 0.233 TL 10.00 PV Pipe: 35 -101.4 1.682 PL 9.50 PF 6.6 55 14.3 0.0 16.4 0.0 14.6 100 FTG T PE 0.0 3 14.3 0.0 23.0 0.0 0.368 TL 17.92 PV Pipe: 36 -24.1 2.635 PL 0.50 PF 0.0 56 14.8 0.0 19.6 0.0 1.4 100 FTG ---- PE 0.0 1 14.8 0.0 19.6 0.0 0.003 TL 0.50 PV Pipe: 37 -118.5 2.635 PL 11.50 PF 0.6 1 14.8 0.0 19.6 0.0 7.0 100 FTG ---- PE 0.1 57 14.6 0.0 20.4 0.0 0.055 TL 11.50 PV Pipe: 38 -143.0 2.635 PL 0.50 PF 0.0 57 14.6 0.0 20.4 0.0 8.4 100 FTG ---- PE 0.0 2 14.6 0.0 20.4 0.0 0.078 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION 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 -239.0 2.635 PL 11.50 PF 2.3 2 14.6 0.0 20.4 0.0 14.1 100 FTG ---- PE 0.1 58 14.3 0.0 22.8 ..- 0.0 0.202 TL 11.50 PV Pipe: 40 -264.8 2.635 PL 0.50 PF 0.1 58 14.3 0.0 22.8 0.0 15.6 100 FTG ---- PE 0.0 3 14.3 0.0 23.0 0.0 0.245 TL 0.50 PV Pipe: 41 -366.2 2.635 PL 9.50 PF 4.2 3 14.3 0.0 23.0 0.0 21.5 100 FTG ---- PE 0.1 59 14.2 0.0 27.3 0.0 0.445 TL 9.50 PV Pipe: 42 -394.3 2.635 PL 8.00 PF 4.1 59 14.2 0.0 27.3 0.0 23.2 100 FTG ---- PE 0.1 60 14.0 0.0 31.4 0.0 0.511 TL 8.00 PV Pipe: 43 -424.3 2.635 PL 1.25 PF 8.7 60 14.0 0.0 31.4 0.0 25.0 100 FTG T PE 0.0 4 13.9 0.0 40.2 0.0 0.585 TL 14.95 PV Pipe: 44 -424.3 3.260 PL 26.88 PF 9.0 4 13.9 0.0 40.2 0.0 16.3 100 FTG T PE 0.0 5 13.9 0.0 49.2 0.0 0.207 TL 43.51 PV Pipe: 45 -424.3 3.260 PL 11.08 PF 3.3 5 13.9 0.0 49.2 0.0 16.3 100 FTG E PE 0.1 6 13.8 0.0 52.6 0.0 0.207 TL 15.86 PV Pipe: 46 -424.3 3.260 PL 9.71 PF 5.3 6 13.8 0.0 52.6 0.0 16.3 100 FTG C PE 4.2 7 4.0 0.0 62.1 0.0 0.207 TL 25.41 PV Pipe: 47 -424.3 3.260 PL 21.00 PF 8.0 7 4.0 0.0 62.1 0.0 16.3 120 FTG TB PE 0.9 8 2.0 0.0 70.9 0.0 0.148 TL 53.90 PV Pipe: 48 -424.3 6.357 PL 2.92 PF 0.1 8 2.0 0.0 70.9 0.0 4.3 120 FTG E PE 0.6 27 0.5 0.0 71.7 0.0 0.006 TL 20.92 PV Pipe: 49 -424.3 6.160 PL 32.00 PF 0.2 27 0.5 0.0 71.7 0.0 4.6 140 FTG E PE 0.2 28 0.0 0.0 72.2 0.0 0.005 TL 44.00 PV Pipe: 50 -424.3 6.160 PL 4.00 PF 0.0 28 0.0 0.0 72.2 0.0 4.6 140 FTG ---- PE 0.0 29 0.0 0.0 72.2 0.0 0.005 TL 4.00 PV Pipe: 51 -424.3 6.160 PL 92.00 PF 0.5 29 0.0 0.0 72.2 0.0 4.6 140 FTG EG PE 0.0 SOURCE 0.0 SRCE 72.7 (N/A) 0.005 TL 108.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 27081573 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (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 0.095 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.0 ft/sec at pipe 43. (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: B Diameter (in) 1.049 1.682 2.635 3.260 6.357 PAGE: D Diameter (in) 6.160 MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths in Feet T F C B G A Tee 45 ChkV1v BfyVly GatV1v AlmChk E E11 2.00 3.20 5.50 6.70 18.00 5.00 11.80 19.20 23.30 44.00 1.00 2.00 3.00 4.00 7.00 5.00 11.00 19.00 22.00 30.00 6.00 6.00 5.10 9.60 6.10 1.00 1.00 1.00 1.00 4.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T F C B G Ell Tee 45 ChkV1v BfyVly GatV1v 12.00 42.00 10.00 43.00 16.00 4.00 AW 0.00 4.00 11.00 19.00 25.00 D N DPV1v f1eX 0.00 24.00 5.00 0.00 11.00 0.00 19.00 0.00 26.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION E 04 tn O rn N .41 0 r4 -H 04 0 0 0 N -d -d 04 M O H O >+ O �R-CJ N a m m 4 gi 0 a)() 00 s s • a) ri 0 as • >-.ro Rm N 0 w-1 G z @aa)i1O0a) cil 04 aelv)0 Ell A Faro, a� Li Ho ar1 0>. -H • 0 S C4 CO res r- b+ > H a) cd r•Cs-swr- FCw %// %/ rl N r1 O 0 O r-1 r-1 N t7 4 C7 w a W w M En W w O O N r1 O O O O O co 0 0 0 0 re) 0 0 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/31/2008ILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 PREACTION.SDF JOB TITLE: WELLS FARGO TOC PREACTION WATER SUPPLY CURVE 120* \0 I\ I\ 110+ \ I \ I \ I \ 100+ \ \ I \ I \ 90+ \ I \ I \ I \ P 80+ \ R I \ E I \ S IX \ S 70+ \ U I \ R I E I 60+ \ ( I \ P I \ S I I 50+ ) 1 I I 40+ I I I 30+ I I I 20+ LEGEND \ \ \ \ \ \ \ \ \ \ \ \ \ \ X = Required Water Supply 72.71 psi Q 674.3 gpm \ IJ * II II II <-20.0 psi Q 5479 gpm Flow Test Point I 0 = Available Water Supply " I 117.93 psi @ 674.3 gpm " I 11 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME WELLS FARGO TOC JOB NO. TC8509 DATE 7/18/08 ADDRESS 18035 SPERRY DRIVE BY NICK GRASSI TUKWILA, WA SYSTEM DESIGNATION: WET (2) HAZARD DESCRIPTION: ORDINARY HAZARD GP I HAZARD CLASS PER NFPA 13 : 2007 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 81 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: VARIES SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G4A TEMPERATURE: 165 " F K -FACTOR: 5.6K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 120 PSI RESIDUAL 20 PSI FLOW 5479 GPM ELEVATION OF TEST: MODEL (SITE) DATE OF TEST: 2005 DATA PROVIDED BY: TUKWILA WATER LOCATION OF TEST: MODEL- SPERRY & 180TH BASE OF RISER DEMAND 279.70 GPM REQUIRED AT 78.2 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 529.70 GPM REQUIRED AT 79.6 PSI AT CONNECTION TO PUBLIC MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SOURCE 120.0 20.0 5479.0 AVAIL. TOTAL PRESS. Q DEMAND (PSI) (GPM) 118.7 REQ'D PRESS. (PSI) 529.8 79.6 Required pressure is 39.1 psi (33%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) S1 10.0 K= 5.60 S2 10.0 K= 5.60 S3 10.0 K= 5.60 S4 10.0 K= 5.60 S5 10.0 K= 5.60 S6 10.0 K= 5.60 S7 10.0 K= 5.60 S8 10.0 K= 5.60 S9 10.0 K= 5.60 S10 10.0 K= 5.60 S11 10.0 K= 5.60 S12 10.0 K= 5.60 S13 10.0 K= 5.60 S14 10.0 K= 5.60 1 15.0 - - - - 2 15.2 4 15.2 5 15.2 6 15.2 7 15.2 - 8 15.2 9 15.4 10 15.4 11 15.4 12 15.4 13 15.4 14 15.4 15 15.0 16 15.2 17 15.4 19 15.4 PRESSURE (PSI) 16.5 8.8 8.9 9.5 9.8 10.8 13.1 15.7 13.4 13.5 13.0 13.8 15.6 18.1 15.5 8.0 8.3 8.9 9.9 12.2 15.1 12.4 12.6 12.9 13.0 14.9 17.7 17.0 17.0 18.6 49.9 529.8 GPM 250.0 GPM 0.0 GPM 279.8 GPM DISCHARGE AREA (GPM) (FTA2) 22.7 106.7 16.6 110.5 16.7 84.2 17.3 80.0 17.6 80.0 18.4 109.3 20.3 100.0 22.2 106.7 20.5 80.0 20.6 80.0 20.2 109.3 20.8 116.7 22.1 100.0 23.8 106.7 DENSITY REQ. ACT. (GPM/FTA2) 0.150 0.213 0.150 0.150 0.150 0.199 0.150 0.216 0.150 0.220 0.150 0.168 0.150 0.203 0.150 0.208 0.150 0.256 0.150 0.257 0.150 0.185 0.150 0.178 0.150 0.221 0.150 0.224 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FTA2) (GPM/FTA2) 20 15.4 53.5 21 15.4 54.0 22 13.8 59.4 23 13.8 67.3 24 13.4 72.5 25 4.8 76.8 26 2.0 78.2 27 0.5 79.0 28 0.0 79.3 29 0.0 - - - - 79.4 - - - SOURCE 0.0 SOURCE 79.6 279.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET 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 -22.7 1.049 PL 4.96 PF 1.1 S1 10.0 5.6 16.5 22.7 8.4 120 FTG E PE -2.1 1 15.0 0.0 15.5 0.0 0.165 TL 6.96 PV Pipe: 2 -22.7 1.049 PL 4.58 PF 1.6 1 15.0 0.0 15.5 0.0 8.4 120 FTG T PE 0.0 15 15.0 0.0 17.0 0.0 0.165 TL 9.58 PV Pipe: 3 -16.6 1.049 PL 9.17 PF 1.5 S2 10.0 5.6 8.8 16.6 6.2 120 FTG ET PE -2.2 2 15.2 0.0 8.0 0.0 0.092 TL 16.17 PV Pipe: 4 -16.7 1.049 PL 7.17 PF 1.3 S3 10.0 5.6 8.9 16.7 6.2 120 FTG ET PE -2.2 2 15.2 0.0 8.0 0.0 0.093 TL 14.17 PV Pipe: 5 -17.3 1.049 PL 5.17 PF 1.0 S4 10.0 5.6 9.5 17.3 6.4 120 FTG T PE -2.2 4 15.2 0.0 8.3 0.0 0.099 TL 10.17 PV Pipe: 6 -17.6 1.049 PL 5.17 PF 1.2 S5 10.0 5.6 9.8 17.6 6.5 120 FTG ET PE -2.2 5 15.2 0.0 8.9 0.0 0.102 TL 12.17 PV Pipe: 7 -18.4 1.049 PL 7.17 PF 1.4 S6 10.0 5.6 10.8 18.4 6.8 120 FTG T PE -2.2 6 15.2 0.0 9.9 0.0 0.111 TL 12.17 PV Pipe: 8 -20.3 1.049 PL 5.17 PF 1.4 S7 10.0 5.6 13.1 20.3 7.5 120 FTG T PE -2.2 7 15.2 0.0 12.2 0.0 0.133 TL 10.17 PV Pipe: 9 -22.2 1.049 PL 5.17 PF 1.6 S8 10.0 5.6 15.7 22.2 8.2 120 FTG T PE -2.2 8 15.2 0.0 15.1 0.0 0.158 TL 10.17 PV Pipe: 10 -33.3 1.682 PL 8.00 PF 0.3 2 15.2 0.0 8.0 0.0 4.8 120 FTG ---- PE 0.0 4 15.2 0.0 8.3 0.0 0.034 TL 8.00 PV Pipe: 11 -50.6 1.682 PL 8.00 PF 0.6 4 15.2 0.0 8.3 0.0 7.3 120 FTG ---- PE 0.0 5 15.2 0.0 8.9 0.0 0.073 TL 8.00 PV Pipe: 12 -68.1 1.682 PL 8.00 PF 1.0 5 15.2 0.0 8.9 0.0 9.8 120 FTG ---- PE 0.0 6 15.2 0.0 9.9 0.0 0.126 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET 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 -86.5 1.682 PL 12.00 PF 2.4 6 15.2 0.0 9.9 0.0 12.5 120 FTG ---- PE 0.0 7 15.2 0.0 12.2 0.0 0.196 TL 12.00 PV Pipe: 14 -106.8 1.682 PL 10.00 PF 2.9 7 15.2 0.0 12.2 0.0 15.4 120 FTG ---- PE 0.0 8 15.2 0.0 15.1 0.0 0.289 TL 10.00 PV Pipe: 15 -129.0 1.682 PL 4.58 PF 1.9 8 15.2 0.0 15.1 0.0 18.6 120 FTG ---- PE 0.0 16 15.2 0.0 17.0 0.0 0.411 TL 4.58 PV Pipe: 16 -20.5 1.049 PL 5.38 PF 1.4 S9 10.0 5.6 13.4 20.5 7.6 120 FTG T PE -2.3 9 15.4 0.0 12.4 0.0 0.136 TL 10.38 PV Pipe: 17 -20.6 1.049 PL 5.38 PF 1.4 S10 10.0 5.6 13.5 20.6 7.6 120 FTG T PE -2.3 10 15.4 0.0 12.6 0.0 0.137 TL 10.38 PV Pipe: 18 -20.2 1.049 PL 9.38 PF 2.2 Sll 10.0 5.6 13.0 20.2 7.5 120 FTG ET PE -2.3 11 15.4 0.0 12.9 0.0 0.133 TL 16.38 PV Pipe: 19 -20.8 1.049 PL 5.38 PF 1.5 S12 10.0 5.6 13.8 20.8 7.7 120 FTG T PE -2.3 12 15.4 0.0 13.0 0.0 0.140 TL 10.38 PV Pipe: 20 -22.1 1.049 PL 5.38 PF 1.6 S13 10.0 5.6 15.6 22.1 8.2 120 FTG T PE -2.3 13 15.4 0.0 14.9 0.0 0.157 TL 10.38 PV Pipe: 21 -23.8 1.049 PL 5.38 PF 1.9 S14 10.0 5.6 18.1 23.8 8.9 120 FTG T PE -2.3 14 15.4 0.0 17.7 0.0 0.180 TL 10.38 PV Pipe: 22 -85.2 1.682 PL 4.58 PF 0.9 14 15.4 0.0 17.7 0.0 12.3 120 FTG ---- PE 0.0 17 15.4 0.0 18.6 0.0 0.191 TL 4.58 PV Pipe: 23 -20.5 1.682 PL 8.00 PF 0.1 9 15.4 0.0 12.4 0.0 3.0 120 FTG ---- PE 0.0 10 15.4 0.0 12.6 0.0 0.014 TL 8.00 PV Pipe: 24 -41.0 1.682 PL 6.00 PF 0.3 10 15.4 0.0 12.6 0.0 5.9 120 FTG ---- PE 0.0 11 15.4 0.0 12.9 0.0 0.049 TL 6.00 PV Pipe: 25 -61.2 1.682 PL 1.00 PF 0.1 11 15.4 0.0 12.9 0.0 8.8 120 FTG ---- PE 0.0 12 15.4 0.0 13.0 0.0 0.103 TL 1.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET 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 -82.1 1.682 PL 11.00 PF 2.0 12 15.4 0.0 13.0 0.0 11.8 120 FTG ---- PE 0.0 13 15.4 0.0 14.9 0.0 0.178 TL 11.00 PV Pipe: 27 -104.2 1.682 PL 10.00 PF 2.8 13 15.4 0.0 14.9 0.0 15.0 120 FTG ---- PE 0.0 14 15.4 0.0 17.7 0.0 0.277 TL 10.00 PV Pipe: 28 -42.8 1.682 PL 4.58 PF 0.9 14 15.4 0.0 17.7 0.0 6.2 120 FTG T PE 0.0 17 15.4 0.0 18.6 0.0 0.053 TL 16.38 PV Pipe: 29 -22.7 2.157 PL 10.00 PF 0.0 15 15.0 0.0 17.0 0.0 2.0 120 FTG ---- PE -0.1 16 15.2 0.0 17.0 0.0 0.005 TL 10.00 PV Pipe: 30 -151.7 2.157 PL 10.00 PF 1.7 16 15.2 0.0 17.0 0.0 13.3 120 FTG ---- PE -0.1 17 15.4 0.0 18.6 0.0 0.165 TL 10.00 PV Pipe: 31 -279.7 2.157 PL 56.92 PF 31.3 17 15.4 0.0 18.6 0.0 24.6 120 FTG E PE 0.0 19 15.4 0.0 49.9 0.0 0.512 TL 61.22 PV Pipe: 32 -279.7 2.157 PL 7.00 PF 3.6 19 15.4 0.0 49.9 0.0 24.6 120 FTG ---- PE 0.0 20 15.4 0.0 53.5 0.0 0.512 TL 7.00 PV Pipe: 33 -279.7 3.260 PL 1.00 PF 0.5 20 15.4 0.0 53.5 0.0 10.8 120 FTG E PE 0.0 21 15.4 0.0 54.0 0.0 0.069 TL 7.70 PV Pipe: 34 -279.7 3.260 PL 61.38 PF 4.7 21 15.4 0.0 54.0 0.0 10.8 120 FTG E PE 0.7 22 13.8 0.0 59.4 0.0 0.069 TL 68.08 PV Pipe: 35 -279.7 3.260 PL 108.75 PF 7.9 22 13.8 0.0 59.4 0.0 10.8 120 FTG E PE 0.0 23 13.8 0.0 67.3 0.0 0.069 TL 115.45 PV Pipe: 36 -279.7 3.260 PL 53.12 PF 5.0 23 13.8 0.0 67.3 0.0 10.8 120 FTG 3E PE 0.2 24 13.4 0.0 72.5 0.0 0.069 TL 73.22 PV Pipe: 37 -279.7 3.260 PL 8.92 PF 0.6 24 13.4 0.0 72.5 0.0 10.8 120 FTG ---- PE 3.7 25 4.8 0.0 76.8 0.0 0.069 TL 8.92 PV Pipe: 38 -279.7 3.260 PL 2.79 PF 0.2 25 4.8 0.0 76.8 0.0 10.8 120 FTG ---- PE 1.2 26 2.0 0.0 78.2 0.0 0.069 TL 2.79 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET 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 -279.7 6.357 PL 6.00 PF 0.2 26 2.0 0.0 78.2 0.0 2.8 120 FTG ET PE 0.6 27 0.5 0.0 79.0 0.0 0.003 TL 68.00 PV Pipe: 40 -279.7 6.160 PL 32.00 PF 0.1 27 0.5 0.0 79.0 0.0 3.0 140 FTG E PE 0.2 28 0.0 0.0 79.3 0.0 0.002 TL 44.00 PV Pipe: 41 -279.7 6.160 PL 4.00 PF 0.0 28 0.0 0.0 79.3 0.0 3.0 140 FTG ---- PE 0.0 29 0.0 0.0 79.4 0.0 0.002 TL 4.00 PV Pipe: 42 -279.8 6.160 PL 92.00 PF 0.3 29 0.0 0.0 79.4 0.0 3.0 140 FTG EG PE 0.0 SOURCE 0.0 SRCE 79.6 (N/A) 0.002 TL 108.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 7.9 computer program under license no. 27081573 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.197 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.6 ft/sec at pipe 31. (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D N Ell Tee 45 ChkV1v BfyVly GatV1v AlmChk DPV1v f1eX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 24.00 1.682 3.20 11.80 2.00 11.00 6.00 1.00 4.00 5.00 0.00 2.157 4.30 14.30 3.00 14.00 5.80 1.00 11.00 11.00 0.00 3.260 6.70 23.30 4.00 22.00 9.60 1.00 19.00 19.00 0.00 6.357 18.00 44.00 7.00 30.00 6.10 4.00 25.00 26.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 7 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET PAGE: D Diameter (in) 6.160 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 12.00 42.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET Static 120.00 a) co 00 - • a) co O m 1i • >.b W N o Ot H W to al N Q., • ® Q) o W w a � ac i n W HadU)UGG) a rtN N a 1 U H -r4 0 0 >, •.-i• ��u)a) as ao• > ri a) m FCriarFCaa %/ %/ 0 0 O O o H N 0 0 CO r-1 O O O N r-1 H CD w aacn-r1-- CO O O N dt 0 0 M M N 0 0 CO ri 0 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 WET.SDF JOB TITLE: TC8509 WELLS FARGO TOC WET WATER SUPPLY CURVE 120* 0 I\ 1 \ 110+ \ 1 \ 1 \ 1 \ 100+ \ 1 \ 1 90+ \ 1 1 \ P 80X \ R 1 E 1 s 1 S 70+ U 1 R 1 E 1 60+ \ ( 1 P I \ s 1 \ 150+ \ ) 1 \ 1 1 40+ 1 1 1 30+ 1 1 1 20+ LEGEND °* 1 1 X = Required Water Supply 10I 1 0 = Available Water Supply 1 118.67 psi @ 529.8 gpm \ \ \ \ \ \ \ 79.60 psi @ 529.8 gpm <-20.0 psi @ 5479 gpm Flow Test Point 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME WELLS FARGO TOC JOB NO. TC8509 DATE 7/18/08 ADDRESS 18035 SPERRY DRIVE BY NICK GRASSI TUKWILA, WA SYSTEM DESIGNATION: DRY (3) HAZARD DESCRIPTION: ORDINARY HAZARD GP 1 HAZARD CLASS PER NFPA 13 : 2007 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: DRY "C" FACTOR OVERHEAD : 100 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: ADDED AT: SOURCE TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 81 "C" FACTOR UNDERGROUND : 140 VARIES F1 FR 5.6K SQUARE FEET TEMPERATURE: 155 ' F ORIFICE SIZE: 112" WATER SUPPLY: STATIC 120 PSI RESIDUAL 20 PSI FLOW 5479 GPM ELEVATION OF TEST: MODEL (SITE) DATE OF TEST: 2005 DATA PROVIDED BY: TUKWILA WATER LOCATION OF TEST: MODEL- SPERRY & 180TH BASE OF RISER DEMAND 390.10 GPM REQUIRED AT 64.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 640.10 GPM REQUIRED AT 103.7 PSI AT CONNECTION TO PUBLIC MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW Q (GPM) SOURCE 120.0 20.0 5479.0 AVAIL. PRESS. (PSI) 118.1 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 640.2 103.7 Required pressure is 14.4 psi (12%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) S21 S22 S23 S24 S25 S26 S27 S28 S29 S30 S31 S32 S33 S34 S35 S36 S37 S38 S39 1 2 3 4 5 6 7 8 9 10 11 12 13 16.5 15.5 14.5 13.5 16.5 15.5 14.5 13.5 16.5 15.5 14.5 13.5 16.5 15.5 14.5 13.5 15.5 14.5 13.5 11.1 11.1 11.1 11.0 11.0 11.0 10.9 10.9 3.7 2.0 13.0 13.0 13.0 640.2 GPM 250.0 GPM 0.0 GPM 390.2 GPM PRESSURE (PSI) K= 5.60 10.3 K= 5.60 10.9 K= 5.60 12.1 K= 5.60 14.0 K= 5.60 10.5 K= 5.60 11.1 K= 5.60 12.2 K= 5.60 14.2 K= 5.60 11.0 K= 5.60 11.6 K= 5.60 12.8 K= 5.60 14.8 K= 5.60 12.3 K= 5.60 12.9 K= 5.60 14.2 K= 5.60 16.3 K= 5.60 17.9 K= 5.60 18.7 K= 5.60 20.2 - - - - 18.2 18.5 19.2 21.1 24.2 33.7 52.2 56.2 61.0 64.4 15.1 15.3 16.0 DISCHARGE (GPM) 18.0 18.5 19.5 20.9 18.1 18.7 19.6 21.1 18.6 19.1 20.0 21.5 19.6 20.1 21.1 22.6 23.7 24.2 25.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 14 13.0 - - 17.6 15 13.0 - - - - 21.3 19 2.0 - - 64.6 20 15.8 60.5 21 15.8 60.6 22 13.8 70.1 23 13.8 84.8 24 13.4 - 94.2 25 4.8 99.0 26 2.0 101.8 27 0.5 102.8 28 0.0 103.2 29 0.0 - - - - 103.2 - - - SOURCE 0.0 SOURCE 103.7 390.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY 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 -18.0 1.682 PL 12.00 PF 0.2 S21 16.5 5.6 10.3 18.0 2.6 100 FTG ---- PE 0.4 S22 15.5 5.6 10.9 18.5 0.015 TL 12.00 PV Pipe: 2 -36.5 1.682 PL 12.00 PF 0.7 S22 15.5 5.6 10.9 18.5 5.3 100 FTG ---- PE 0.5 S23 14.5 5.6 12.1 19.5 0.056 TL 12.00 PV Pipe: 3 -56.0 1.682 PL 12.00 PF 1.5 S23 14.5 5.6 12.1 19.5 8.1 100 FTG ---- PE 0.4 S24 13.5 5.6 14.0 20.9 0.123 TL 12.00 PV Pipe: 4 -76.9 1.682 PL 2.00 PF 0.9 S24 13.5 5.6 14.0 20.9 11.1 100 FTG E PE 0.2 11 13.0 0.0 15.1 0.0 0.221 TL 4.28 PV Pipe: 5 -18.1 1.682 PL 12.00 PF 0.2 S25 16.5 5.6 10.5 18.1 2.6 100 FTG ---- PE 0.4 S26 15.5 5.6 11.1 18.7 0.015 TL 12.00 PV Pipe: 6 -36.8 1.682 PL 12.00 PF 0.7 S26 15.5 5.6 11.1 18.7 5.3 100 FTG ---- PE 0.5 S27 14.5 5.6 12.2 19.6 0.057 TL 12.00 PV Pipe: 7 -56.4 1.682 PL 12.00 PF 1.5 S27 14.5 5.6 12.2 19.6 8.1 100 FTG ---- PE 0.4 S28 13.5 5.6 14.2 21.1 0.124 TL 12.00 PV Pipe: 8 -77.5 1.682 PL 2.00 PF 1.0 S28 13.5 5.6 14.2 21.1 11.2 100 FTG E PE 0.2 12 13.0 0.0 15.3 0.0 0.224 TL 4.28 PV Pipe: 9 -18.6 1.682 PL 12.00 PF 0.2 S29 16.5 5.6 11.0 18.6 2.7 100 FTG ---- PE 0.4 S30 15.5 5.6 11.6 19.1 0.016 TL 12.00 PV Pipe: 10 -37.6 1.682 PL 12.00 PF 0.7 S30 15.5 5.6 11.6 19.1 5.4 100 FTG ---- PE 0.5 S31 14.5 5.6 12.8 20.0 0.059 TL 12.00 PV Pipe: 11 -57.6 1.682 PL 12.00 PF 1.6 S31 14.5 5.6 12.8 20.0 8.3 100 FTG ---- PE 0.4 S32 13.5 5.6 14.8 21.5 0.130 TL 12.00 PV Pipe: 12 -79.2 1.682 PL 2.00 PF 1.0 S32 13.5 5.6 14.8 21.5 11.4 100 FTG E PE 0.2 13 13.0 0.0 16.0 0.0 0.233 TL 4.28 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY 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 -19.6 1.682 PL 12.00 PF 0.2 S33 16.5 5.6 12.3 19.6 2.8 100 FTG ---- PE 0.4 S34 15.5 5.6 12.9 20.1 0.018 TL 12.00 PV Pipe: 14 -39.8 1.682 PL 12.00 PF 0.8 S34 15.5 5.6 12.9 20.1 5.7 100 FTG ---- PE 0.5 S35 14.5 5.6 14.2 21.1 0.065 TL 12.00 PV Pipe: 15 -60.9 1.682 PL 12.00 PF 1.7 S35 14.5 5.6 14.2 21.1 8.8 100 FTG ---- PE 0.4 S36 13.5 5.6 16.3 22.6 0.143 TL 12.00 PV Pipe: 16 -83.5 1.682 PL 2.00 PF 1.1 S36 13.5 5.6 16.3 22.6 12.1 100 FTG E PE 0.2 14 13.0 0.0 17.6 0.0 0.257 TL 4.28 PV Pipe: 17 -23.7 1.682 PL 12.00 PF 0.3 S37 15.5 5.6 17.9 23.7 3.4 100 FTG ---- PE 0.5 S38 14.5 5.6 18.7 24.2 0.025 TL 12.00 PV Pipe: 18 -47.9 1.682 PL 12.00 PF 1.1 S38 14.5 5.6 18.7 24.2 6.9 100 FTG ---- PE 0.4 S39 13.5 5.6 20.2 25.2 0.092 TL 12.00 PV Pipe: 19 -73.1 1.682 PL 2.00 PF 0.9 S39 13.5 5.6 20.2 25.2 10.6 100 FTG E PE 0.2 15 13.0 0.0 21.3 0.0 0.201 TL 4.28 - PV Pipe: 20 -76.9 1.682 PL 1.88 PF 2.3 11 13.0 0.0 15.1 0.0 11.1 100 FTG T PE 0.8 1 11.1 0.0 18.2 0.0 0.221 TL 10.30 PV Pipe: 21 -77.5 1.682 PL 1.92 PF 2.3 12 13.0 0.0 15.3 0.0 11.2 100 FTG T PE 0.8 2 11.1 0.0 18.5 0.0 0.224 TL 10.34 PV Pipe: 22 -79.2 1.682 PL 1.92 PF 2.4 13 13.0 0.0 16.0 0.0 11.4 100 FTG T PE 0.8 3 11.1 0.0 19.2 0.0 0.233 TL 10.34 PV Pipe: 23 -83.5 1.682 PL 1.96 PF 2.7 14 13.0 0.0 17.6 0.0 12.1 100 FTG T PE 0.8 4 11.0 0.0 21.1 0.0 0.257 TL 10.38 PV Pipe: 24 -73.1 1.682 PL 1.96 PF 2.1 15 13.0 0.0 21.3 0.0 10.6 100 FTG T PE 0.8 5 11.0 0.0 24.2 0.0 0.201 TL 10.38 PV Pipe: 25 -76.9 2.635 PL 10.00 PF 0.2 1 11.1 0.0 18.2 0.0 4.5 100 FTG ---- PE 0.0 2 11.1 0.0 18.5 0.0 0.025 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY 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 -154.4 2.635 PL 8.00 PF 0.7 2 11.1 0.0 18.5 0.0 9.1 100 FTG ---- PE 0.0 3 11.1 0.0 19.2 0.0 0.090 TL 8.00 PV Pipe: 27 -233.5 2.635 PL 10.00 PF 1.9 3 11.1 0.0 19.2 0.0 13.7 100 FTG ---- PE 0.0 4 11.0 0.0 21.1 0.0 0.194 TL 10.00 PV Pipe: 28 -317.0 2.635 PL 9.00 PF 3.1 4 11.0 0.0 21.1 0.0 18.7 100 FTG ---- PE 0.0 5 11.0 0.0 24.2 0.0 0.341 TL 9.00 PV Pipe: 29 -390.1 2.635 PL 15.00 PF 9.5 5 11.0 0.0 24.2 0.0 23.0 100 FTG E PE 0.0 6 11.0 0.0 33.7 0.0 0.501 TL 18.93 PV Pipe: 30 -390.1 2.635 PL 33.00 PF 18.5 6 11.0 0.0 33.7 0.0 23.0 100 FTG E PE 0.0 7 10.9 0.0 52.2 0.0 0.501 TL 36.93 PV Pipe: 31 -390.1 3.260 PL 12.46 PF 3.9 7 10.9 0.0 52.2 0.0 15.0 100 FTG 2E PE 0.0 8 10.9 0.0 56.2 0.0 0.178 TL 22.02 PV Pipe: 32 -390.1 3.260 PL 9.71 PF 1.7 8 10.9 0.0 56.2 0.0 15.0 100 FTG ---- PE 3.1 9 3.7 0.0 61.0 0.0 0.178 TL 9.71 PV Pipe: 33 -390.1 3.260 PL 1.67 PF 2.6 9 3.7 0.0 61.0 0.0 15.0 120 FTG D PE 0.7 10 2.0 0.0 64.4 0.0 0.127 TL 20.67 PV Pipe: 34 -390.1 3.260 PL 1.83 PF 0.2 10 2.0 0.0 64.4 0.0 15.0 120 FTG ---- PE 0.0 19 2.0 0.0 64.6 0.0 0.127 TL 1.83 PV Pipe: 35 -390.1 3.260 PL 14.88 PF 1.9 19 2.0 0.0 64.6 0.0 15.0 120 FTG ---- PE -6.0 20 15.8 0.0 60.5 0.0 0.127 TL 14.88 PV Pipe: 36 -390.1 3.260 PL 1.00 PF 0.1 20 15.8 0.0 60.5 0.0 15.0 120 FTG ---- PE 0.0 21 15.8 0.0 60.6 0.0 0.127 TL 1.00 PV Pipe: 37 -390.1 3.260 PL 61.38 PF 8.6 21 15.8 0.0 60.6 0.0 15.0 120 FTG E PE 0.9 22 13.8 0.0 70.1 0.0 0.127 TL 68.08 PV Pipe: 38 -390.1 3.260 PL 108.75 PF 14.6 22 13.8 0.0 70.1 0.0 15.0 120 FTG E PE 0.0 23 13.8 0.0 84.8 0.0 0.127 TL 115.45 PV • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY 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 -390.1 3.260 PL 53.12 PF 9.3 23 13.8 0.0 84.8 0.0 15.0 120 FTG 3E PE 0.2 24 13.4 0.0 94.2 0.0 0.127 TL 73.22 PV Pipe: 40 -390.1 3.260 PL 8.62 PF 1.1 24 13.4 0.0 94.2 0.0 15.0 120 FTG ---- PE 3.7 25 4.8 0.0 99.0 0.0 0.127 TL 8.62 PV Pipe: 41 -390.1 3.260 PL 2.79 PF 1.6 25 4.8 0.0 99.0 0.0 15.0 120 FTG B PE 1.2 26 2.0 0.0 101.8 0.0 0.127 TL 12.39 PV Pipe: 42 -390.1 6.357 PL 6.00 PF 0.3 26 2.0 0.0 101.8 0.0 3.9 120 FTG ET PE 0.6 27 0.5 0.0 102.8 0.0 0.005 TL 68.00 PV Pipe: 43 -390.1 6.160 PL 32.00 PF 0.2 27 0.5 0.0 102.8 0.0 4.2 140 FTG E PE 0.2 28 0.0 0.0 103.2 0.0 0.004 TL 44.00 PV Pipe: 44 -390.1 6.160 PL 4.00 PF 0.0 28 0.0 0.0 103.2 0.0 4.2 140 FTG ---- PE 0.0 29 0.0 0.0 103.2 0.0 0.004 TL 4.00 PV Pipe: 45 -390.2 6.160 PL 92.00 PF 0.5 29 0.0 0.0 103.2 0.0 4.2 140 FTG EG PE 0.0 SOURCE 0.0 SRCE 103.7 (N/A) 0.004 TL 108.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 27081573 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (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 0.082 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.0 ft/sec at pipe 29. (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D N Ell Tee 45 ChkV1v BfyVly GatV1v AlmChk DPV1v flex 1.682 3.20 11.80 2.00 11.00 6.00 1.00 4.00 5.00 0.00 2.635 5.50 19.20 3.00 19.00 5.10 1.00 11.00 11.00 0.00 3.260 6.70 23.30 4.00 22.00 9.60 1.00 19.00 19.00 0.00 6.357 18.00 44.00 7.00 30.00 6.10 4.00 25.00 26.00 0.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C 8 G Ell Tee 45 ChkV1v BfyVly GatV1v 6.160 12.00 42.00 10.00 43.00 16.00 4.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY S 0\ N 0 r -I W N 0 0 0 N Static: 120.00 psi Resid to RI O N N U U P 0 1.1 • 0 >•-• b V) w 0 w ra 0 A 0 N Rei 6 w Pam V ) A .A P .ri a ,l. a w a • w fd N $4 a0 Ul H -H r• 0 V) • V) 1a co b1 m • rl 0 O • r-1 O N ri 0 o a,xwcnEnpaw--ca,�n +-- b O r1 0 0 0 0 lD 0 0 0 N 0 0 O FLOW (GPM) • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/31/2008SIGN FILE\HYDRAULIC CALCULATIONS\HAAS FILES\TC8509 DRY.SDF JOB TITLE: TC8509 WELLS FARGO TOC DRY WATER SUPPLY CURVE 120* \0 I\ 1 \ 110+ \ I \ 1 \ IX \ 100+ \ 1 \ 1 \ 1 \ 90+ \ 1 \ 1 \ 1 \ P 80+ \ R I \ E I \ S 1 \ S 70+ \ U I \ R 1 \ E 1 \ 60+ \ ( 1 \ P 1 \ S 1 \ I 50+ \ ) 1 \ 1 \ 1 \ 40+ \ I \ 30+ LEGEND X = Required Water Supply 103.68 psi @ 640.2 gpm \ II II II 11 <-20.0 psi @ 5479 gpm Flow Test Point 1 0 = Available Water Supply 'I 1 118.12 psi @ 640.2 gpm ii 1 n 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) S 180TH STREET L1J.I-J �.I. WELLS FARGO TOC FFE 28.8 CONSTRUCTION "TYPE: MB OCCUPANCY TYPE 8, OFFICE PARCEL NO.: 3823049095 BUILDING: 12,983 SO FT CANOPY: 2520 50 FT TOTAL 15,603 SQ FT SFS START POINT SEE RISE gETAI ELECTRIC BELL 1 B' DCV q• N V® BY OTHERS B OTHERS 1 EXISTING BUILDING WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: FLOW: DATE OF TEST: TEST LOCATION SOURCE: 521 RIGID INSULATION OVER 8° CONCRETE ROOF DECK IN METAL PM DECK STEEL BAR JOIST/TRUSS PER PLAN 120 PSI 20 PSI 5479 GPM p 20 PSI 2005 MODEL: SPERRY & 180TH TUKWILA WATER 5.13 BATT PINNED TO INSIDE FACE OF PRECAST CONCRETE SECOND LOOK WALL ` ACCOUSTICAL CEILING 5-13 BATT IN 312• METAL STUD WALL INSIDE OF PRECAST\ CONCRETE WALL SLAB ON GRADE t., CROSS SECTION A SITE PLAN 0 15 30 45 80 75 pryg j,.%=`t y cio i3 ',A, 6 i+ (��i y1i. ve 0i�isct OC ti ,vl, SV. JN11 �� , hNclas(vety to T not to be. co,n' cesge;ate �' as.'i-ney'-'r .,due cafe tI CC?) a1 r0Ca0C3 Cat..` i- 0, Yate�oot o be. con- ,Sit j- 1;11 G e.''.�4S `,Y6','.161:?, ,Y',f ,1;10 itGOCI ;1L0 jn;:;',0t1 the nue':O of vfty 'Aetot P tech > .e 1 s: } ct to nosy e y haza(ds w I :i l 07.3 1 l V?SCS:' 1 )... , 1 :(ttjl t ,13 , v.o0ie.d tf13 S ;Ilt, ' CCIa 1 tt 4S is Y 1 t t0 �yC0v�e1t' . jl. s U�' re ()g(1laU 155, tleNj ti"': 0' 1 10105 Sijit (X.,. 1;5:1+r 1C FACING SOUTH NOT TO SCALE HANGER LEGEND NOTICE Reid stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test 7rowli. IN TAIT VI n.c. ' Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will needto call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of .the date you want an SITE PLAN SYMBOLS I NEW UNDERGROUND BY SFS EXISTING UNDERGROUND - PROPERTY UNE STREET CENTERLINE 'll• EXISTING HYDRANT 24'-9• / /CLEAR AREA/ C)41,j,_ TUKWILA FIRE DEPARTMEN1L Please call: 575.4402 and give this job S-yoo No and exact address for shut= { NEW FIRE DEPARTMENT GONNEL31I n or restoration approval. 1X1 EXISTING VALVE N NEW VALVE y 1 c Without Comments 0 As Noted In Red Per The Attached Letter :•••••••••••" • I nese plans have been reviewed b'1/ The Tukwila Fire Prevention Bureau for corliure' ?.rs ,, With current city standards. Acceptance is t :b,: ,;; ,o :.Em -ors and omissions which do not au Icrij ''°+ioiationof adopted standards and ordinances. The respon ibi'Uy for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. I Date: D -01 By: FLANGE LOCATION 14'-9' DRY SYSTEM GOLD GOLD 6 3X10 DRAM n CAP W/1. BALL VALVE EAUINUNOHIH 0 9 -8 0 2 4 ■ • (0-10) O •'L (2 J GOLD rtt 12• POL W/ NIPPLE (TILL VALVE AN ( PLUG PIPE STAND DRY RISER z SCALE 12'-1'-0' AFF a SFS START POINT 4 SCALE 1/2".1,0' 5, Y PREACTION SYSTBJ WEr SYSTEM 1� n ,,- -F AFF F RED(2) FILL COPY th -y- 4 3 2 N ei , t 3-0 Wh 0 JI 0 PIPE STAND 1P-0 3' 110 WET, PREACTION RISER FAeINUSW] H 0 2 4 SCALE 12•-1'-O 1. MAINTAIN 2' ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. 2. PIPE MAIN DRAIN TO SAFE DISCHARGE OUTSIDE, OR MECH. ROOM FLOOR DRAIN. 3. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING RISER EQUIPMENT LIST ITE)I 1 2 3 4 5 6 8 9 10 11 QTY. 1 1 1 1 1 1 1 2 1 SIZE DESCRIPTION 3" BUTTERFLY VALVE W/ SUPERVISORY TAMPER SWITCH 3 WATER FLOW SWITCH 2" TEST AND MAIN DRAIN 1/4' WATER PRESSURE GAUGE 3" DOUBLE INTERLOCK PREACTION VALVE WI 767 ELECTRONIC/PNEUMATIC ACTUATOR, EPS -40 SUPERVISORY SWITCH, 'EPS -10 ALARM PRESSURE SWITCH AND CONTROL VALVE W/ BUILT IN TAMPERS AIR MAINTENANCE DEVICE 3• DRY SYSTEM CHECK VALVE WITH EPS -40 SUPERVISORY SWITCH AND EPSIO ALARM PRESSURE SWITCH AND CONTROL VALVE W/ SUPERVISORY TAMPER SWITCH - AIR MAINTENANCE DEVICE 150GAL AIR COMPRESSOR (.25HP,115-60-1) 12 HEAD SPARE HEAD CABINET CONTAINING THE FOLLOWING: SPARE SPRINKLER MANUFACTURER 'TYPE MODEL. "F NFACI011 IMFA° INTERNAL DIAMETER OUNRCY RELIABLE SSP '.. G4A WHILE 6.6 12 165° 4 RELIABLE SSP FIRES58 WHITE 5.6 1/2' 212° 1 RELIABLE SSU':.. FIFR BRNZ 1/2" 12 155° 1 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.83 0.122 2 REIJABLE MODEL G4 SPRINKLER WRENCH 0.035 2.155 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUR WELDING) 3.94 1 RELIABLE MODEL 0 HEAD WRENCH 7 0.088 2.703 ROLL GROOVED, PLAIN END (FOR SUR WELDING) 1 0.298 3 7 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) SPRINKLER LEGEND ABBREVIATIONS SYM MANUFACTURER SYMBOL LEGEND REVISIONS TYPE MODEL TOTAL THIS SHEET AHF BOB 000 Bor BOl LIOT CTS FO FOW 0104 NAS LINO ABOVE FINISHED FLOUT O 019004 OF BEAM BOTTOM OF DEO( BOTTOM OF JOIST BOTTOM CF 19811 BOTTOM OF TRUSS CUT TO SUR FELD men S SIOE FACE OF WALL OUISOE FATE OF WNL NO AUFG S19M4SH8 LIMOS 501® OT EM4lE 800 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED PONT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING O. DATE 5.25.07 BY NG REASON FOR REVISION . PROGRESS SET a I c c 4 Q,�1 MANUFACTURER KENNEDY POTTER ELECTRIC AGF ASHCROFT VICTAULIC VICTAULIC VICTAULIC VICTAULIC GAST CONTRACT WITH MODEL # 01-G VSR-F 1000 1005P XUL 769NXT 757 768NXT 757 2LAF-12-M200X POE CONSTRUCTION 1519 WEST VALLEY HWY N, SUITE 103 AUBURN, WA98071 PROJECT MANAGER : KYLE FRY PHONE : 253.833.2400 FAX: 253.939.4805 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED MOM OF WAIFS /LIE CAPACm 1110A11.01111 1 40 0.133 1.049 THREADED, OJT GROOVED. ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 1 1/4 40 0.140 1.3E0 THREADED. CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.92 0.078 1 12 7 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.83 0.122 2 7 0.035 2.155 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUR WELDING) 3.94 0.198 212 7 0.088 2.703 ROLL GROOVED, PLAIN END (FOR SUR WELDING) 5.10 0.298 3 7 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 7.18 0.448 4 7 0.101 4.298 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 11.03 0.758 5 10 0.134 5.295 ROU GROOVED. PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 N 0.134 8.357 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 23.030 1.849 8 ,N 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUR WELWK)) 40.080 2.78 •• WALL THICKNESS PER NFPA #13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (11 1) WHICH ARE FLE)OBLE, SCOPE OF WORK SMITH FIRE SYTEMS (SFS) WILL PROVIDE (1) WET PIPE SYSTEM TO PROTECT THE OFFICE AREAS, (1) DOUBLE INTERLOCK PREACTION SYSTEM TO PROTECT THE SPECIFIED AREAS OF THE BUILDING, AND (1) DRY PIPE SYSTEM TO PROTECT THE COLD TRUCK BAY. SFS WILL BEGIN WORK AT THE 6° FLANGE INSIDE THE RISER ROOM AT THE SOUTH EAST CORNER OF THE BUILDING. ALL WORK WILL BE PER NFPA #13 (2007) AND THE CITY OFTUKWILA. CLARIFICATIONS 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING 2. ALL DROPS THROUGH THE CEILING WILL REQUIRE A2° CLEARANCE. 3. SPRINKLER HEADS WILL BE PLACED IN CENTER OF SECOND LOOK TILE EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING OF ANY KIND, INCLUDING PREACTION DEFECTION SYSTEM. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING AND MONITORING. DESIGN CRITERIA PER NFPA 13 -1999 EDITION & THE CITY OF TUKWILA OFFICE SPACE (PREACTION) ORDINARY HAZARD GROUP I DESIGN DENSITY 0.15 GPM / SQ.FT. OVER 1.500'SQ.FT. iQ,ro SECTION 12.1.8.1 - FOR DRY PIPE SYSTEMS THE SYSTEM AREA OF OPERATION SHALL BE INCREASED BY 30 % WITHOUT REVISING THE DENSITY. FINAL DESIGN DENSITY 0.15 GPM / SQ.FT. OVER 1950 SQ. FT. OFFICE SPACE (WET) ORDINARY HAZARD GROUP I DESIGN DENSITY 0.15 GPM / SQ.FT. OVER 1500 SQ.FT. FINAL DESIGN DENSITY 0.15 GPM / SQ.FT. OVER 1500 SQ. FT. TRUCK LOADING ORDINARY HAZARD GROUP I DESIGN DENSITY 0.15 GPM / SQ.FT. OVER 1500 SQ.FT. SECTION 12.1.8.1 - FOR DRY PIPE SYSTEMS THE SYSTEM AREA OF OPERATION SHALL BE INCREASED BY 30 % WITHOUT REVISING THE DENSITY. FINAL DESIGN DENSITY 0.15 GPM / SQ.FT. OVER 1950 SQ. FT. PREACTION SYSTEM NO. 1 AREA DESCRIPTION 1ST FLOOR TOTAL AREA SQ. FOOTAGE 8,328 8,328 NUMBER OF SPRINKLERS 81 81 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1950 SQUARE FEET DEMAND AT BASE OF RISER 424.60 GPM AT 70.9 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 674.30 GPM AT 72.7 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 126 GALLONS WET SYSTEM NO. 2 AREA DESCRIPTION OFFICE TOTAL AREA SQ. FOOTAGE 4,655 4,655 NUMBER OF SPRINKLERS 55 55 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 279.7 GPM AT 78.2 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 529.7 GPM AT 79.6 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) DRY SYSTEM NO. 3 AREA DESCRIPTION CANOPY TOTAL AREA SQ. FOOTAGE 2,520 NUMBER OF SPRINKLERS 28 2,520 28 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1950 SQUARE FEET DEMAND AT BASE OF RISER 390.1 GPM AT 64.4 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 640.1 GPM AT 103.7 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) DRY SYSTEM CAPACITY: 114 GALLONS ski Inc. STj eat ion SPT10*��0 rough DBCtl CERGFICAIE OF COMPETENCY STAMP AUG - 1 2008 Tukwila Fire Y1-617� KEY PLAN !CAUTION! 50% REDUCED PRINTS SITE. PLAN sFs SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFS1380T Bus: ( 253) 928.1886 FAX: ( 253) 926- 2360 WELLS FARGO TOC 18035 SPERRY DRIVE TUKWILA, WA DESIGNER DATE NICK G 7.18.08 SHEET 1 OF 3 JOB NO. TC8509 0 0 0 42-0' 45'9' 0 32-10' 0. 39'-6' 4'-9.5 1'-4 1'-0' 12.0' 13'-0' 8'•8.5' 2-0' B'-11' 8'-11' 19'-3.5' /� l - 2'•11.6' 17-0' 1Q-0' 1OO 5,9.6' 0' y@'I _2'•7.5 �Sb .'V tQ . t I 1-1 1 ` • r--- .• ... .ra. _ - - T. ? . 0 m ., _ e m,1 2N n1 lltim iglame�� r; ' ...7-0- 13-0 ginumu riar ■ AmNIE� iYi �: _ O •' rie RV �m., 'n `3LQ GRV rR ,R '� , 1. - E10.T•..:. . , dn _-.__ _ - 1 '1 FA m i• REDUCER GPLNG N g I L_ � ' I So yI F YB9TI8�(F MI 1 - O o O TRAN9FFLLA 3 'r �� b �1L-:8 i✓• i '! �' I' �T' CiB-0' _:.• yC 'll b •d b i• to \, Go r GOLD 8 i3 1. - 1-- ' •- B4 _ 1. 1.6 \1.5.'-w.6. 1 6 �g SERVER 5 7, ill , ``1•' 04W -1--•'--- --- --- --•-- -- ---- ------- ---- 080- I �._,®- fy'MIEN '� i 5-7... _-•_ , ,r- 20 a7 O I CH 10'-0' I --- -.� ------ i. ---- -----t0 ' BOD 2.6 \.` i. m q 38.6K ,♦ 38.SK1 !l�EMANNG2 DE MY' 6 aVER 1600 • ARE- INIGHL Y ________. ®e - SY• --GPM a AND AT :o R: 279.7 GP AT 78.2 PSI CH 113,0" m _1 i ' �� ii r ® (INCLUDI . 0 GP FOR INSIDE HOSE STREAMS] .. .. {} _________ 0 _-__-____-__-__- �- _-___-__-__- © L�. 11.7 L- i' L -al i� ' RECEIVING j CH 10'-0' I ' C S'1yICE C .MER b'-0` g' • �o ® 0, ;1'0 �' r CONE CH 10' i 38.5K -_ .-__-__-_ _ m _-__--__-_-__- •_ n ■ _ 1B REO �$ -' 11 - 1 TRANS 52 III I 3B. v ��•� A�=1E1E0 CH ��. OF'4 O.-1.0-1 !R.. 1.5 15 15 Y.6 1.6' O •-. 1. 1. -0 -L • -----_--ir Iyyy __-___ Ob 1 08 \V IM 49 ®I t.5 4-3 B-0 r 13 8 -___ ._------__ _�--- __-__ __ .. f� iR TRUCK BAY N 'R '� i i \� 1 , © ® .- o' <B.5K HAAS 1C8509 I I 8.511 O © © MB3B.6K I _ Bi 0 i : ®I i / i N m _ 111111111111111111111111101 1 • •:71(-• 9111111114/111111111/1011 38LH poz0nfio)_ - _ _- rrrrrrrN�.rwrur rrrrnrrrrwrrrrrru IrrrrwwrrMrrrrrrrNn: iR K TRANS CH 10' R1 i \V j 38.. A® r' . ry . . 1 o m -• 1.• Ti�q . 1.6 -.10_��11��Milli L! 1a 1.6 1.6 1.-4 16 15 ♦ 1 68 -O o -e® - -0 018 .c-0 ae -0 AEI U__'&bWy___-__-__ __-__-__-__-__-.__-_-__ __ - ,'I , 1 II , .. .. © 1 .. 10..54 -���H_ __-__ _ __-_ -__ __-__ 043 ' AIIIIINEWall ilI ' ... I. J .. I AAI:IA. BM* % . r ' .... ULICALLY MOS DEMANDING' 1- CO,: U Z,.� __-__= N $ l7 AFD __-_-_ 4 T -__-__ n _ ___- i :... ':. .: ..:" .. -. ... : .._ .�. ... .... .... ... r. SYSTEM w EMAND AT GPM OVER 4.31 GP AT 709 SIT SE- 9 1 , _ �" 9 --GIN _ N _ _ 38LHp ,T 020/180___ -- - n, _ . 1- .. .... .. .... ... .•..%.+: YI 0- FOR INS,DE-H MAX :. ;; � r to ae" .3•;!.: •,...,.. - U A - .:. .... `'.G[jARUS.�NKFA�:�:..� ' �:i.�'::`: ��:'�:1. 4t• 4 4 1. O-�s�i 0-0 n41---- CO- 1. ae------ • CC n '• ------- -7:bW---- :� � �1: : , . G / , i // % // "�// ` � :� / 7i / Jr .. ... :..-.:.: .. yl �,i�.�....t� .'�, .. �. ���I� 1, ^2 - - ci W m 'R la-, _; :• %' : : %' .' : :' : :� ;' ;' •` •'CHB' -A' : 9-B� U 8-0.�� 8-0 t 48 88 49 1 u-0 U 7-0 C Ng Z is :....:. .. .. I:. ;.:: �: R 38.5 K� ��.: _ .....,.//./z- % /� - ' 1 I _ �� .. 1 I.f REF � 1.6 , ;4.. r 1 U a -per • . . - � , I � m LU - - _ , _ I. O:SYF . - 4 i9.bW -- - - i 5W - - m . 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Ip � � .W µ� �T g � 41K _-__-__��__-__-_-__--_RED l Zo _-........�' '-0. 2 CH 9'-0' _4... .1 1 \• 2 T 2 ,. 3 -1 �" 3 � 80 -0 ®3 _ 3 - -. - ��Om [= - •i II ISI` VEST' ::f 7.3 IYY t �-0 7 2 5-11 6•j_ iii 6- 1 3-1 ae.• 11 51 no .� IC) ••<(11901) AlnsirA/Il`> f % III T NA' ii.'Wl--‘iiiimirmu • -ED •<rir9lmr :' . i if I ' 41K I__,___ % BOO ' - L f� :i ---------__----- - -'-----' ----------- r4�y � ?Y a W i' Y��71� .6 ��i'171 ,S,-----1.6 '-ir - / 01: E \ Y '16� 0.7 i 80 l Y i'5 ' l •7 V 8-0 i arp 1 3 3 30.5K %I' • 3L 47 Ne. . � 011 3 7 `: 1.6 1.6 'Ig i 'Ig �Ig -fig ffIg , 1 , we - ®_-_ - -t . -0u _ -S?- - /-- 0 III _R'0- �, . - �/ __ __. ,�,'Iy' • •... __ A1.5 ,.:^6 o-7 B 4> i I} a7 d> / a ' , ,'Ib - I STORAGEh I I �,. •,. .. � aaafffi CH :E 47b MIME ELEC/TEWCO r t LIEMESEMBE I � T FLOORPLAN I \ 0 4 5 „ SCALE 1/4'-1'-0' WALL LEGEND FITTER/LISTER NOTES 1. ALL PREACTION PIPING TO BE GALVANIZED SCHEDULE 10. ,... „ = CONCRETE WALL 2. ALL WET SYSTEM PIPING TO BE BLACK SCHEDULE 10. . / ,// / / = CMU BLOCK WALL 3. 2' CLEARANCE REQUIRED AROUND ALL DROPS THROUGH •xx xx x x = 1HR FIRE RATED THE SUSPENDED CEILING. 4. ALL PIPING TO BE LOCATED 40' BOD U.N.O. 5. ALL PENDANTS TO BE CENTER OF SECOND LOOK TILE. 8. TYPICAL BRANCHLINE HANGER TO BE 8.5W U.N.O. Inc. SPRINKLERPLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH \ POE CONSTRUCTION' w 1519 WEST VALLEY HWY N, SUITE 103 a pj m AUBURN, WA98071 3 $,. %.0" . i eF m N W %/ $ SMITH FIRE SYSTEMS, INC. �� 110864th AVE EAST TACOMA, WA 88424 CONTR. REG. NO. SMEHS1300f Bub: (263) X8.1880 FAX: (263J ezB•z15o HANGER AND EQ BRACE DETAILS ON SHEET 30F3 SYM MANUFACTURER 8.1N. TYPE MODEL .. ' Z v M~ral w..... /FE BCE BOO ea "oi cia FFO oy OFOW HAS LINO MOW FN4H® RAO' fiOrrOM OF BEAM BORON OF DECK aorto OF MET 0 t a cur 10 9JIr FELD � F�ire�oFwut. OULSOE FAO: OF WAIL NO RUN. BHrHGHB Ui4E88 Nam 0080055 ,2 BOD �' -,- CENTERLINE OF PIPE TO REFEAENCEO STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TIDE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATESTYPE HANGER LOCATION EL N0. DATE BY REASON FOR REVISION O RELIABLE 85416 SSP G4A WHITE WHITE 6.8 1/2 165 118 5.26.07 NO PROGRESS SET . RELIABLE R3825 SSU FIFA BRNZ 6.8 1/2 200 2 © RELIABLE 83625 SSU F1 FR BRNZ 6.6 1/2 165 16 m� `ran• ,. •. V � �" r � WELLS FARGO TOC 18035 • TUKWILA, WAY DRIVE PROJECT MANAGER : KYLE FRY PHONE: 253.833.2400 �i FAX :253.939.4805 b,q SUPERINTENDENT: PHONE: FAX : ate 4: 0� A Signature • gate SA* ^o7 i KEY PON 0 -III- -II- VTA ABOVE EFERENCED HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING 0O? I µO01 0 on set 11, athrp ct U9I7 DB cmntuw,EOFcoNFerENcyaTANP DESIGNER DATE SHEET JOB NO NICK 7.18.08 2 OF 3 TC8509 TOTAL THIS SHEET 136 GRINNELL FIG. 92 BEAM CLAMP 3)13' FOR 4" & SMALLER PIPE 10' RETAINER STRAP HANGER RING .--RIGID FRAME 3/8' ATR RIGID COUPLING HANGER TB' NUT, WASHER AND SQUARE WASHER BOTTOM CHORD OF BAR JOIST ASSUMED TO BE2ANGIE • 3)8' ATR HANGER RING HANGER' MODELO4A WHITE CONCEALDR HEAD RETURN BEND TYP. CONCRETE WALL (2)TOLCO FI0.980/ SWIVEL END 1 TOLCO FIG. 58 3/8• SIDE BEAM BRACKET ^Z-PURUN14 GAUGE (2) 1/4" x 1' TEK SCREWS — 3)8• ATR -- HANGER RING HANGER 'SB' 3/8'x3' KWIK BOLT (21/2 EMBED ) 3)5' ATR HANGER 'K 1" BALL VALVE FOR INSPECTORS TEST /i rM T \-1• (2-0) TOE GALV SCH 40 WITH 1'x12"45° GALV ELL WITH 12' SMOOTH BORE BUSHING 1(4-0) HANG TO WALL WITH 3S1 HANGER AFF 1(2-0) HANG TO WALL WITH 3SR HANGER INSPECTORS TEST 12' x 3 3/4" HILTI TZ ( 31/4' MIN. EMBED) (2 )1' (4-0) SCH 40 BRACE PIPE ( 2 ) TOLCO FIG. 1001 (2)1" MIN EXCESS PIPE 4 -WAY EQ BRACE '1' 12'x 33/4'HILTI T2 ( 31/4' MIN. EMBED ) TOLCO FIG. 980 SWIVEL END 1 (448) SCH 40 BRACE PIPE LATERAL EQ BRACE '4' HANGER LEGEND 12'x11 NUT AN -- FLANGE OF STEEL BEAM TOLCO FIG. 980 SWIVEL END 30° - 59° FROM VERTICAL i' (4-0) SCH 40 BRACE PIPE TOLCO FIG. 1001 1" MIN. EXCESS PIPE THROUGH CLAMP LATERAL EQ BRACE '2' CONCRETE FLOOR -- -1/2" x •12•x 3 3/4• HILT! TZ (31 /4' MIN. EMBED ) TOLCO FIG. 980 SWIVEL END 1" (1.6) SCH40 BRACE PIPE J 45° - 69° FROM VERTICAL TOLCO FIG. 4L PIPE CLAMP LONGITUDINAL EQ BRACE '5' 12'x112 BOLT W/ NUT AND WASHER MIN. 1/2 DEPTH OF BEAM RIGID FRAME /TOLCO FIG. 980 SWIVEL END 45° - 69° FROM VERTICAL 1 • ( 3-0) SCH 40 BRACE PIPE TOLCO FIG. 4L PIPE CLAMP LONGITUDINAL EQ BRACE '3' CONCRETE F1A01 12'x 33/4'HILTITZ (31 /4' MIN. EMBED ) TOLCO FIG. 980 SWIVEL END 1' (1-6) SCH40 BRACE PIPE TOLCO FIG. 1001 LATERAL EQ BRACE '6' SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND 600" 3'-0' 4'-0' 10,0" 4'-0' 4'-0' 10-0' 4'-0' 10-0' 4,2 10,0"4'-0' 33''0" 1 .l I ��I�� �� tryO�c ^' • d ® O • S25 • 520 O • ® g O • Q— BOP BOP BOP ------- -- -- y GOLD ��:.. 10 2: IIIA --' [r[0�I ID $-W I- • w% -.— >: 2.5 s22 • w y • -------- -- 'R O GOLD • 524 IK)P 2.6 o • S27 ��'1(I 6i __— ._Qi i__:!___: • �6 w W -- 2.6 • ® w% 8_5'ZPURWI 0 • S31 ------ -- O G12LL 1.5 • B206P • ® 0 • ® OeI Fn ---LTi R R ______—�__—___�^__—__ • 2 w% I usa� ----- ?,_ '1 b 837 0 ® -- N_____—____—__— ® BOP 216 • h% • -- -- GOLD 0e{ Fn ---- __—__—�_' 2.6 o� w e a 2 o Q '� ._ f� _ 1 i 10 G TO O _N__—__-10.0-_—__ --.— _ 4.7— .—39----84-1--4.0—._-4.0_,� - 1 1 :..11 N __—__yg___—A�, __ $0- 1 . el ^---0-- 1, Y V �O 1 1 % 1-0 T 4 fie. O W o �A �,F1 BD CP U AU HYDRLICALLY MOST DEMANDING AREA: mil • ® DENSITY: .16 GPM OVER 1950 SQUARE FEET SYSTEM DEMAND AT BOR: 3902 GPM AT 64.4 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) LU Z EEE...¢ 2 REVISIONS FLOORPLAN B SCALE 1/4'-1'-0' FITTER/LISTER NOTES 1. ALL DRY PIPING TO BE GALVANIZED SCHEDULE 10. 2. ALL BRANCHLINES TO BE SLOPED 1/2' PER 10'. 3. ALL MAINS TO BE SLOPED 1/4" PER 10'. 4. TYPICAL BRANCHLINE HANGERS TO BE 10.5SB U.N.O. SYM MANUFACTURER RELIABLE 0.IN. R3626 TYPE MODEL IVAN SSU F1FR BRNZ 5.6 1/2 165 2 TOTAL THIS SHEET 28 AAP BOB B01 BOP DOT FO FOW WON NAB UNO *BOW FINISHED ROCK BORON CF BEAM BOT10N OF DEO( BOTTOM OF JOIST BOTTOM OF MAN BOTr011 OF MSS CUT 10 BUR FELD OMER MICE FACE OF WALL =BCE FACE OF WNL NO AUTO. 9INNKIE 9 MOM NORM 01100 WBE BOD —0- 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATK)N NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE 5.25.07 BY YO REASON FOR REVISION PROGRESS SET CONTRACT WITH POE CONSTRUCTION 1519 WEST VALLEY HWY N, SUITE 103 AUBURN, WA98071 PROJECT MANAGER : KYLE FRY PHONE : 253.833.2400 FAX : 253.939.4805 SUPERINTENDENT: PHONE: FAX: .00'8 no. rin Aon Spr 0.4 A- rough peQ13(1 3 CD UFICATE OF COMPETENCY STAMP KEY RAN OLD LD Cf) Cr 0 w Cr 0 SPRINKLER PLAN Ery SMITH FIRE SYSTEMS, INC, 1106 64th AVE EASE TACOMA, WA 86424 CONTR. REG. NO. SMITHFS1360T Bus: ( 263) 926-1880 FAX: ( 253) 828.2360 WELLS FARGO TOC 18035 SPERRY DRIVE TUKWILA, WA DESIGNER DATE SHEET JOB NO NICKG 7.18.08 3 OF 3 TC8509 — — VU I ru I rur r/ -\L 1 - IL/LO/L000 I. 10.04 rIVI r04100 0000 01';1"lii� 6666T [6;1,16 It; ri'tin aiM;0 01010,001100 01000,00 ,, 0 altiN�r3 f 'NN htTtl41N{, 011110141,1 00�w +. fl f with rh 0 in PO 44,,,6462676, 0 ACCEPTED Without Comment* As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subi�.:t to errors and omissions which do not authorize violations of adopted stanaards and oro ances. Tt.e responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this accfptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: / —Jo _ o 2 By: FIJKWILA FIRE DEPARTMENT Please call: 575.4447, and give this job No. 0-2-F ar . •.pact address for shuts ouwri or rOstoration a0orovaf9 TENANT IMPROVEMENT THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. FIRE SYSTEMS WEST IS ADDING AND1OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL CEILING. LIGHTING AND HVAC LAYOUT. ALL WORKYYILL BE DONE WITHOUT AFFECTING THECAPABILITY OF THE EXISTING SYSTEM, SYMBOL LEGEND R DENOTES A SPRINKLER HEAD TO BE RELOCATED. A DENOTES A SPRINKLER HEAD TO BE ADDED. REPRESENTS EXISTING SPRINKLER PIPE REPRESENTS NEW SPRINKLER PIPE. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection. Fee and termination of the testing. FI JAN - 9 Z00T /04-'t- s.'""� Fire TENANT IMPROVMENT Fire Systems West HANGER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A Irw 0 V 0G H J K B U -HOOK L L -ROD SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY DESCRIPTION SUPER SCREW WASHER PLATE 0 SSP RELIABLE G 1/2" 1/2" 155" CHROME CHROME 2 A C CONCRETE INSERT N 0 EXISTING A D E F TOP BEAM CLAMP P POWDER DRIVEN STUD A R WEDGE ANCHOR A HDI -P T TRAPEZE CEILING FLANGE SIDE BEAM BRACKET SIDEWINDER U W X A APPROVALS REQUIRED: AUTHORITY OWNER / ARCHITECT DISTRIBUTION: City of Tukwila OWNER / ARCHITECT 3 3 SHORT CLIP Y TOTAL FIRE SYSTEMS WEST 2 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2, PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6b) WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5,PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED W/ GROOVED COUPLINGS AND FITTING UNO , 2. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/ CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 114"PER 10'-4" AND ALL DRY LINE PIPING TO BE SLOPED AT 112" PER 10'-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID. BUILDING PERMIT # CONTRACT NAME: Wells Fargo Bank 6847 S. 180th Tukwila WA 98188 CONTRACT WITH: Garret S. Wakefield PO Box 31132 Seattle WA 98103 Phone: Fax: 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM TURK 121'05/06 1 1of1 P��s2/J tqco Fire & Security SimplexGrinnell FILE. COY SimplexGrinnell LP 9520 'Oth Ave South Suite 100 Seattle, WA 98108 Voice: 206-291-1400 Fax: 206-291-1500 www.simplexgrinnell.com FAX : Replace ADT dialer with SK 5104 dialer DATE: March 309 To : Tukwila Fire Dept. Fire Prevention 444 Andover Park East Tukwila, WA 98188 206 575 4404. TFD Fax 206 575 4439 Regarding : Existing Wells Fargo Bank monitoring company change Job ( Wells Fargo ) Location : 6847 South 180 Street. Tukwila WA SimplexGrinnell Job Task # 17807601 Scope of work : Our SimplexGrinnell office requests permit / permission to replace one ADT Focus type DACT Dialer with a Silent Knight 5104B. FYI : We will match the existing signals. SK 5104 data sheet attached. This request prepared by John Solbakken. SimplexGrinnell. Seattle. 206 291 1424. Fax 206 291 1500 We would appreciate your consideration of this matter at your convenience. John Solbakken. SimplexGrinnell. Ph 206 291 1424. Cell 206 391 8024 FAX 206 291 1500 r i4 1 'u Tukwila Fire FIRE ALARM ACCESSORY 5104B Fire Control Communicator 120VAC GU Hz SILENT KNIGHT MODEL 5104B Class A Input r- ( ipprvAnd) ' Class B Inputs {supa='i;adt Heat detect*,.., manual pial state -is and caitac1 type srnoM4L dctpirtrsrs 6 Channel Communicator Mortrl v71': txVPC 7AIz Srlrn1 Ki ighl Affactc1 5230 /,optionasl) Rein etc' Arinuneta tor (3 max per ;';yt tern) MODEL 510148 BLOCK DIAGRAM'. Stand-alone Automatic Fire detection Application (For Communication Only) 0 Wheelock M1:3 -G10 -12--R {optional) ARCHITECT/ENGINEER SPECIFICATIONS The contractor shall provide an approved digital communicator to transmit the fire alarm and supervisory and trouble signals to a central station. The digital communicator shall be UL or FM listed for fire reporting to a central station and shall conform to the requirements of NFPA 72. The digital communicator shall provide power and necessary components for six supervised detection circuits. One shall be Class A (Style D) and five shall be Class B (Style A). The detection circuits shall accommodate sprinkler flow switches, gate valve supervisory switches, thermal detectors and contact -type smoke detectors intermixed as desired and permitted by NFPA 72. The control/communicator shall have the capability to supervise two telephone lines, seize the phone line and send the alarm signal on one or both lines without the addition of any more equipment. It shall test each telephone line (number) at alternating 24-hour intervals in accordance with NFPA 72. It shall sound a local trouble signal if the telephone service is interrupted for longer than 60 seconds and it shall transmit a signal indicating the loss of phone line service to the central station over the remaining phone line. A signal shall also be transmitted to indicate the restoral of phone service. The control/communicator shall be able to report the loss of either phone line without regard to which phone line failed first. If both lines fail, a local signal shall sound. The control/communicator shall have the ability to send a test signal to the central station every 24 hours. The test signal shall be able to be transmitted at a specific time of day or night by setting a program within the panel. The digital communicator shall provide a secondary power supply utilizing rechargeable batteries. The secondary supply shall be capable of supplying power, under maximum normal load, for 24 hours for central station or proprietary applications or 60 hours for remote supervising station system application in accordance with NFPA 72. The communicator shall be able to transmit all signals in the Standard SIA format (Security Industry Association). The alarm signals transmitted to the central station shall indicate which of the six zones is in alarm and which zones are in trouble. Restoral from alarm or trouble shall be capable of communicating to Silent Knight, and other industry standard receivers. S I LENT KNIGHT +i 1l:1.-?ea'cunt This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369-4927. Phone: (800) 328-0103, Fax: (763) 493-6475. www.silentknight.com MADE IN AMERICA Form# 350349, Rev B 8/07 ©2007 Honeywell International Inc. ❑ Witho'Jt Comments lEr As N Red ❑ Per Atitacned Letter These plans have bcen :e ed by The Tukwila Fire Prevention Bureau for co-' lance with current City standards. Acceptance s -.1, ipct to errors and omissions which da pot violations of adopted standards and ord nanc's . The resnonsibility for the adequacy of design rests totVly with the designer. Additions, deletions or l ewsions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau.�/ Date: 3/3_y: AY') C l J: $111( 04 .cii.oke ie ,f'o v c1 4 ict lev / fif C p ghsfa((a /otko'+`deaok oleol;c4,4P4- LirciA4- b►eakev-• 171ANTNOTICE Because of increased demand our inspectors' 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. itiKWILA FIRE DEPART . , Please call: 575.4407 and give this job No.0a 1—-0`1-(- 1 >; t a liress for shut' •_*. tit • +.ration approve A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing