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PP - 15241 51ST AVE S - SARANA BUDDHIST TEMPLE - PERMITS AND PLANS
14-F-141 15241 51STAVES ASSOCIATED PERMITS 14-S-029 12-S-220 ILFEERM SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT" King Co. Assessor's Tax No.: 2 ZZ- )'4 1 O Site Address: 1524 G ( 5' iv Co Suite Number: - Floor: Tenant Name: SAQA,d /4 vris aM-T,44. PI>t 51 Property Owner's Name: ?PW`nj crf4 A N n") f)/ P O g - New Tenant? ❑ - Yes No Mailing Address: 1 62,4- 1 S( ST kit S T u IL0/14_4- City CONTACT PERSON -if there are questions about the submittal. 1 gJ-D QuocNi Name: Company Name: Al -C44 t) T) STILL -51 O xj State Cie,kbg Zip Day Telephone: (7 co 6) -Z...13--z1 S 4 Mailing Address: 7g 55 S ., 2 7h ' t 11 �" l City State Zip E-mail Address: �1� v e %� A ✓c_k ey- C �S 11�u�`{� " 4 . Fax Number:. Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 1 Ai S TA- Li_ l d C») Dom- Li SPS, S 4, S /_ Tb PA -GM -c ---t- nl t J M Pt, 0( 01. S I-44 -4-8S , PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: �� ,1 v � J Day Telephone: Date: `') - Z - i _Z- Zo' - 293 -Z1 B2+ Plan Permit App.doc 5/14/10 TFD FP Form 8 BMW SITE LOCATION Site Address: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PE IT APPLICATION Applications and plans must be complete in orde to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: n230490 161 1614 I SigAve. . G. Suite Number: Floor: Tenant Name: SGrAACc �V A(,`115k TeAVyi L New Tenant? ❑ - Yes [ No Property Owner's Name: Rm9nArNancla Poi (110A-i.e. Mailing Address: 152.4 I 51 $c Ave, G. W wtit 7V iii lS 114 City State Zip CONTACT PERSON -if there are questions about the submittal. 2 r� Name: MGA t' 4Cl 6J0:0\ Day Telephone: 21)(9-1Z-32 ''3�- .gr Company Name: Vtei5h//i�i�C�`` i Al C rhr� �..I\c_ . ( ^�,� Mailing Address: 203 D �llc?e 4 \4G.1 J . '1T V WA. 6s- cy l ����}�� City to Zip E-mail Address: rAMCZI WCAta EtkAn ucl ii/Kk ,�M. CAN^ Fax Number: 20(9- 3/Ste- " i2 iPH sValuTotal number of new/relocated devices or sprinkler heads: 16--- Valuation ation of Project (contractor's bid price): $ tit OOb Scope of Work (please provide detailed information): �CC t1 GdS$G1)1Q Gcm �6 ritGl.l. 965 fa4 7 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: M 1V15- 1c n Plan Permit App.doc Date: 6 - f - LUt Day Telephone: ! 0(0.32$ - 32415s( 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Sarana Buddhist Temple 15241 51st Ave S 12-S-220 October 8, 2012 Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. N [//, ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:19:10AM Page 1 Hydraulic,. k � s,�c Job Number: S12-074 Report Description:Ordinary Group u I Attic Space Job :,„s dr , Job Number S12-074 .. ..«. ... ,.. Design Engineer Ted Queen Job Name: Sarana Buddhist Temple State Certification/License Number Address 1 15241 51st Ave. S AHJ Address 2 Tukwila WA 98188 i1' Job Site/Building Address 3 Drawing Name Sarana Buddhist International.cad System t, Most Demanding Spnnkler Data of 5.6 K -Factor 25.04 at 20.000 Occupancy Ordinary Group I - Attic Space Job Suffix' Hose Allowance At Source I 250.00 i Density 0.150gpm/ft2 Area of Application 2535.00ft2 (Actual 1425.24ft2) Additional Hose Supplies '' I Node Flow(goml ! Number Of Sprinklers Calculated 22 Coverage Per Sprinkler 90.00ft2 !I .00. Inc. ARC Certificate 14x. 1. I' 47,'C C 045%* G w 3 0 °P 1. ` Q A �/� 1 ��! • �e 1 n .. = ore •Q O OS .49 .0 Streams , I ■srodLr••16 LaTe -250.00 54 N System Flow Demand 587.93 Total Water Requiredg (Indulin Hose Allowance 837.93 4. - 4',^ 5, �A 0..Z5‘ ° I . '��//'ahr%on Maximum Pressure Unbalance In Loops spo•t' a< - tl"'rough 0.000 DecO�b Maximum Velocity Above Ground j 32.87 between nodes 65 and 64 U Maximum Velocity Under Ground 13.49 between nodes 1 and 65 Volume capacity of Wet Pipes 158.03gal Volume capacity of Dry Pipes S.uppties• Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 130.000 20.000 I 4000.00 123.897 I 837.93 112.999 10.899 i I Contractorn� Contractor Number 22 i' Contact NameH contactrue Name of Contractor: I Archer Construction r Phone (253) 872-7222 Extension Address 1 7855 South 206th St FAX (253) 872-7277 Address 2 Kent, WA 98032 Address E -mall 3 Web -Site [//, ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:19:10AM Page 1 .r..r.L1Hu, Inc. !y AutoSPRINK® VR8 v8.1.11 Summary OfOutfiow • Job Number: S12-074 Device Actual Flow (gpm)' Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 101 22.94 1 14.82 5.6 16.788 Sprinkler 102 24.96. 14.82 5.6 19.862 Sprinkler 103 25.83 25.04 5.6 21.280 Sprinkler 104 25.83 25.04 5.6 21.281 Sprinkler 105 25.90 ' 25.04 5.6 21.385 Sprinkler 106 26.11 '. 25.04 5.6 21.742 Sprinkler 107 26.56 25.04 5.6 22.489 Sprinkler 108 27.30 ' 25.04 5.6 23.764 c> Sprinkler 109 25.04 25.04 5.6 20.000 Sprinkler 110 25.59 . ' 25.04 5.6 20.874 Sprinkler 111 27.07 25.04 5.6 23.365 Sprinkler 112 28.54 `' 25.04 5.6 25.971 Sprinkler 113 30.02 ! 25.04 5.6 28.740 Sprinkler 114 27.00 25.04 5.6 23.249 Sprinkler 115 25.14 14.82 5.6 20.159 Sprinkler 116 26.99 14.82 5.6 23.237 Sprinkler 117 26.76 ' 25.04 5.6 22.836 Sprinkler 118 27.05 ;,, 25.04 5.6 23.340 Sprinkler 119 27.47:' 25.04 5.6 24.064 Sprinkler 120 28.03 : 25.04 5.6 25.053 Sprinkler 121 28.74 25.04 5.6 26.346 Sprinkler 122 29.04 25.04 5.6 26.890 c Most Demanding Sprinkler Data 09/25/2012 8:19:11AM Page 2 Node Analysis • Job Number: S12-074 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0; S 112.999 587.92 101 9'-10 Spr(-16.788) 16.788 22.94 102 9'-10'% Spr(-19.862) 19.862 24.9E 103 11'-10% Spr(-21.280) 21.280 25.82 104 11'-10'% Spr(-21.281) 21.281 25.83 105 11'-10'% Spr(-21.385) 21.385 25.9C 106 11'-10'% Spr(-21.742) 21.742 26.1' 107 11'-10% Spr(-22.489) 22.489 26.5E 108 11'-10% Spr(-23.764) 23.764 27.3C 109 12'-0 Spr(-20.000) 20.000 25.04 110 16'-0 Spr(-20.874) 20.874 25.56 111 16-0 Spr(-23.365) 23.365 27.07 112 16-0 Spr(-25.971) 25.971 28.54 113 16'-0 Spr(-28.740) 28.740 30.02 114 12'-0 ` Spr(-23.249) 23.249 27.00 115 10'-1% Spr(-20.159) 20.159 25.14 116 10'-11 Spr(-23.237) 23.237 26.95 117 11'-10 Spr(-22.836) 22.836 26.7E 11811'-10,. Spr(-23.340) 23.340 27.05 119 11'-101 Spr(-24.064) 24.064 27.47 120 11-10'J Spr(-25.053) 25.053 28.02 121 11'-10 - . Spr(-26.346) 26.346 28.74 122 11'-10 Spr(-26.890) 26.890 29.04 12 11'-1% E(3'-10%) 24.458 29 11'-1% E(3'-1%) 43.256 50 9'-10'% T(4'-1%) 19.979 51 11'-1% P0(4'-8%) 22.927 52 11'-1% -- P0(4'-1%) 23.191 54 11'-1'% P0(4'-1%) 22.851 55 11'-1'% - P0(4'-1%) 24.475 56 11'-1% P0(4'-1%) 22.852 57 11'-1'% P0(4'-1%) 25.005 58 11-1'% . P0(4'-1%) 22.962 59 11'-1%- P0(4'-1'%) 25.768 60 11'-1'%- P0(4'-1%) 23.339 61 11'-1'% P0(4'-1'%) 26.810 62 11-1'%: P0(4'-1%) 24.125 63 11'-1%, P0(4.-1%) 28.172 64 11'-1%1 fT(8'-4%) 44.562 65 1'-10 ' BFP(-40.519) 99.477 66 11'-1% fT(11-11%) 31.466 67 11'-1%. P0(4'-1%) 25.469 68 11'-1% P0(4'-1%) 28.745 69 11'-1'% P0(4'-1%) 26.865 70 11'-1'% P0(4'-8%) 27.121 72 10'-1 T(4'-1%) 23.371 98 11'-1% E(3'-10%) 26.370 .E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:19:12AM Page 3 Hydraulic Anal' Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge .., K -Factor Pt Pn Fittings i, Route 1 BL 1.0800 25.04 8.77 100 0.239864 1'-10% Pf 2.811 109 12'-0 25.04 5.6 20.000 Sprinkler, 9'-10% Pe 0.380 52 11-1% 23.191 E(1'-7'%), T(4'-1%), P0(4.-1%) 11'-8% Pv BL 2.1040 97.23 8.97 100 0.114641 7'-2 Pf 1.266 52 11'-1'% 72.19 23.191 Flow (q) from Route 3 3'-10'% Pe 0.000 12 11-1% 24.458 E(3'-10%) 11'-0'% Pv BL 2.7030 97.23 5.44 100 0.033844 0'-6 Pf 0.017 12 11'-1'% 24.458 Pe 55 11'-1'% 24.475 0'-6 Pv BL 2.7030 123.99 6.93 100 0.053067 10'-0 Pf 0.531 55 11'-1'% 26.76 24.475 Flow (q) from Route 8 Pe 57 11'-1'% 25.005 10'-0 Pv BL 2.7030 151.05 8.45 100 0.076454 10'-0 Pf 0.763 57 11'-1'% 27.05 25.005 Flow (q) from Route 10 Pe 59 11'-1'% 25.768 10'-0 Pv BL 2.7030 178.52 9.98 100 0.104149 10'-0 Pf 1.041 59 11'-1'% 27.47 25.768 Flow (q) from Route 12 Pe 61 11-1'%26.810 10'-0 Pv BL 2.7030 206.55 11.55 100 0.136405 10'-0 Pf 1.362 61 11.-1% 28.03 ; 26.810 Flow (q) from Route 13 Pe -0.000 63 11'-1'% 28.172 10'-0 Pv BL 2.7030 235.29 13.16 100 0.173586 7'-0 Pf 3.293 63 11.-1% 28.74 28.172 Flow (q) from Route 14 11.-11% Pe 0.000 66 11.-1% - 31.466 fT(11'-11 %) 18.-11% Pv CM 2.7030 476.72 26.65 100 0.640955 3'-8% Pf 13.096 66 11'-1'% 241.42 31.466 Flow (q) from 4 16-8% Pe 64 11'-1'% 44.562 /Route fE(4'-9), fT(8'-4%) 20'-5 Pv CM 2.7030 587.93 32.87 100 0.944712 6-11% Pf 50.884 64 11'-1% 111.21 44.562 Flow (q) from Route 2 Pe 4.031 65 1'-10 99.477 DPV(-3.800), BFP(-40.519) 6'-11'% Pv UG 4.2200 587.93 13.49 140 0.057914 153'-0 Pf 10.993 65 1'-10 99.477 Supply, 36'-9'% Pe 2.529 1 -4'-0 112.999 2E(16'-8%), GV(3'-4), S 189'-9% Pv 250.00 Hose Allowance At Source 1 837.93 w Route 2 BL 1.0800 25.59 8.96 100 0.249540 10'-0 Pf 2.491 110 16'-0 25.59 5.6 20.874 Sprinkler Pe 111 16'-0 23.365 10'-0 Pv BL 1.4080 52.65 10.85 100 0.260669 10'-0 Pf 2.607 111 16'-0 27.07 5.6 23.365 Sprinkler Pe 112 16'-0 25.971 10'-0 Pv BL 1.6390 81.19 12.35 100 0.277169 10'-0 Pf 2.768 112 16-0 28.54 5.6 25.971 Sprinkler Pe 113 16'-0 28.740 10'-0 Pv BL 1.6390 111.21 16.91 100 0.496060 12'-7 Pf 12.413 113 16'-0 30.02 5.6 28.740 Sprinkler, 12'-5% Pe 2.103 29 11'-1'% 43.256 4E(3'-1%) 25'-0% Pv BL 2.1040 111.21 10.26 100 0.146994 0'-6 Pf 1.305 29 11.-1% 43.256 8'-4% Pe 64 11'-1% 44.562 ff(8'-4%) 8'-10'%Pv Quo Route 3 SP 1.0800 25.83 9.05 100 0.254034 0'-10 Pf 1.251 103 11'-10'% 25.83 5.6 21.280 Sprinkler, 4'-1'% Pe 0.320 54 11'-1'% 22.851 P0(4.-1%) 4'-11 Pv BL 2.1040 24.28 2.24 100 0.008805 4'-8 Pf 0.075 54 11'-1'% 22.851 3'-10'% Pe 0.000 51 11'-1'% 22.927 E(3'-10%) 8'-6% Pv BL 2.1040 72.19 6.66 100 0.066077 4'-0 Pf 0.264 51 11'-1'% 47.90 22.927 Flow (q) from Route 16 Pe 0.000 52 11'-1'% 23.191 4'-0 Pv Route 4 SP 1.0800 25.83 .. 9.05 100 0.254040 0'-10 Pf 1.251 104 11-10% 25.83 5.6 21.281 Sprinkler, 4'-1'% Pe 0.320 56 11'-1'% 22.852 P0(4'-1%) 4'-11 Pv BL 2.1040 27.38 . 2.53 100 0.010996 10'-0 Pf 0.110 56 11'-1 % 22.852 Pe 58 11'-1'% 22.962 10'-0 Pv BL 2.1040 53.28 . 4.92 100 0.037673 10'-0 Pf 0.377 58 11'-1% 25.90 22.962 Flow (q) from Route 5 Pe 60 1V-1% 23.339 10'-0 Pv (/ ©M.E.P.CAD, Inc. AutoSPRINKB VR8 v8.1.11 . 09/25/2012 8:19:14AM Page 4 Hydraulic. Analy Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Pipe Type Diameter Flow .. Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge. ,) K -Factor Pt Pn Fittings BL 2.1040 79.39 7.33 100 0.078792 10'-0 10'-0 Pf 0.787 Pe Pv 60 62 11-1'/2 11-1% 26.11 - 23.339 24.125 Flow (q) from Route 6 BL 2.1040 105.95 9.78 100 0.134377 10'-0 10'-0 Pf 1.344 Pe Pv 62 67 11-1% 11-11/2 26.56 24.125 25.469 Flow (q) from Route 7 BL 2.1040 133.25 12.30 100 0.205361 0'-6 3'-10% 4'-4% Pf 0.901 Pe Pv 67 98 11-1%2 11'-1%2 27.30 25.469 26.370 Flow (q) from Route 11 E(3'-10%) BL 2.7030 133.25 7.45 100 0.060626 8'-2 8'-2 Pf 0.494 Pe 0.000 Pv 98 69 11'-1'/2 11-1% 26.370 26.865 BL 2.7030 160.25 - 8.96 100 0.085293 3'-0 3'-0 Pf 0.256 Pe 0.000 Pv 69 70 11'-1% 11-1% 27.00 26.865 27.121 Flow (q) from Route 9 BL 2.7030 212.39 11.87 100 0.143625 4'-8 6-8 11-3% Pf 1.624 Pe 0.000 Pv 70 68 11-11/2 11'-1'% 52.14 27.121 28.745 Flow (q) from Route 18 E(6'-8) BL 2.7030 241.42 13.50 100 0.182052 3'-0 11-11% 14'-11 % Pf 2.721 Pe 0.000 Pv 68 66 11-1% 11-1% 29.04 . ( 28.745 31.466 Flow (q) from Route 15 fT(11'-11'/2) pair Route 5 - - SP 1.0800 25.90 .., 9.07 100 0.255189 0'-10 4'-1'% 4'-11 Pf 1.256 Pe 0.320 Pv 105 58 11-10% 11-1% 25.90 _ 5.6 21.385 22.962 Sprinkler, PO(4'-1%) cro Route 6 SP 1.0800 26.11 9.14 100 0.259131 0'-10 4'-1% 4'-11 Pf 1.276 Pe 0.320 Pv 106 60 11-10% 11-1% 26.11 5.6 21.742 23.339 Sprinkler, P0(4'-1%) Gi Route 7 SP 1.0800 26.56 9.30 100 0.267350 0'-10 4'-1% 4'-11 Pf 1.316 Pe 0.320 Pv 107 62 11-10% 11-1% 26.56 5.6 22.489 24.125 Sprinkler, P0(4'-1%) a* Route 8 SP 1.0800 26.76 9.37 100 0.271171 0'-9'% 4'-1% 4'-11 Pf 1.329 Pe 0.309 Pv 117 55 11-10 11-1% 26.76 5.6 22.836 24.475 Sprinkler, P0(4'-1%) = Route 9 BL 1.0800 27.00 • 9.46 100 0.275699 1-10% 9'-10% 11'-9 Pf 3.236 Pe 0.380 Pv 114 69 12'-0 11-1% 27.00 5.6 23.249 26.865 Sprinkler, E(1' -7%),T(4'-1%), P0(4'-11/2) , Route 10 - SP 1.0800 27.05 9.48 100 0.276697 0'-9'% 4'-1% 4'-11 Pf 1.356 Pe 0.309 Pv 118 57 11'-10 11-1% 27.05 ( 5.6 23.340 25.005 Sprinkler, P0(4'-1%) = Route 11 SP 1.0800 27.30 9.56 100 0.281340 0'-10 4'-1% 4'-11 Pf 1.385 Pe 0.320 Pv 108 67 11-10% 11-1% 27.30 5.6 23.764 25.469 Sprinkler, P0(4'-1%) Route 12 SP 1.0800 27.47 9.62 100 0.284631 0'-9% 4'-1'% 4'-11 Pf 1.395 Pe 0.309 Pv 119 59 11'-10 11-1% 27.47 5.6 24.064 25.768 Sprinkler, P0(4'-1%) GO Route 13 _ SP 1.0800 28.03 9.82 100 0.295431 0'-9'% 4'-1'% 4'-11 Pf 1.448 Pe 0.309 Pv 120 61 11'-10 11-1% 28.03 5.6 25.053 26.810 Sprinkler, P0(4'-1%) ::a► Route 14 SP 1.0800 28.74 10.07 100 0.309513 0'-9% 4'-1% 4'-11 Pf 1.517 Pe 0.309 Pv 121 63 11-10 11'-1'/2 28.74 5.6 26.346 28.172 Sprinkler, P0(4'-1%) 00 Route 15 -- SP 1.0800 29.04 10.17 100 0.315415 0'-9% 4'-1% 4'-11 Pf 1.546 Pe 0.309 Pv 122 68 11-10 11-1% 29.04 • 5.6 26.890 28.745 Sprinkler, P0(4'-1%) ® Route 16 BL 1.0800 22.94 8.04 100 0.203998 7'-6 8'-2% 15'-8% Pf 3.204 Pe -0.013 Pv 101 50 9'-10 9'-10'% 22.94 5.6 16.788 19.979 Sprinkler, 2T(4'-1'/2) BL 1.4080 47.90 9.87 100 0.218827 8'-10% 7'-1 15'-11'/2 Pf 3.492 Pe -0.544 Pv 50 51 9'-10'% 11-1% 24.96 19.979 22.927 Flow (q) from Route 17 E(2'-4%), P0(4'-8%) (/+i ©M.E.P.CAD, Inc. sal AutoSPRINK® VR8 v8.1.11 09/25/2012 8:19:14AM Page 5 Hydraulic Arialy Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge; K -Factor Pt Pn Fittings Upstream Gilt Route 17 BL 1.0800 24.96 8.74 100 0.238335 0'-6 0'-6 Pf 0.117 Pe Pv 102 9'-10'/: 24.96 5.6 19.862 Sprinkler 50 9'-10% 19.979 •a Route 18 BL 1.0800 25.14 :. 8.81 100 0.241631 7-6 5'-9 13'-3 Pf 3.199 Pe 0.013 Pv 115 10'-1'% 25.14 5.6 20.159 Sprinkler, 72 10'-1 23.371 E(1'-7'/:), T(4'-1'/2) BL 1.4080 52.14 10.74 100 0.255964 9'-4 7-1 16-5 Pf 4.198 Pe -0.448 Pv 72 10'-1 26.99 23.371 Flow (q) from Route 19 70 11'-1'/: 27.121 E(2' -4'/z), P0(4'-8%) JO Route 19 BL 1.0800 26.99 9.45 100 0.275565 0'-6 0'-6 Pf 0.135 Pe Pv 116 10'-1 26.99 ;, 5.6 23.237 Sprinkler 72 10'-1 23.371 `+ Route 20 BL 2.1040 1.55 0.14 100 0.000054 10'-0 10'-0 Pf 0.001 Pe Pv 54 11'-1% 22.851 56 11-1'/2 22.852 Equivalent PieLengths of Valves and Fitting 24 only) , � M1ulOplier: Actual Inside Diameter 4'87 ( ) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 = Factor Schedule 40 Steel Pipe Inside Diameter 1 it © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:19:14AM Page 6 MyC�U�IC }talysis; Pipe Type Downstream Upstream Diameter Elevation Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type t_eg J d 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 Length Eq. Length Total Length Pressure Summary ALV Alarm Valve AngV Angle Valve b BaIV BFP BV C cplg Cr CV DeWV DPV E EE Eel Ee2 fd FDC fE fEE fig FN fT g GIoV GV Ho Hose Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [ay ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:19:14AM Page 7 • Job Number: S12-074 150 Supply at Node 1 135 120 Static Pressure 130.000 105 587.93 @ 112.999 837.93 with hose streams 90 .N a 3 75 co N E d 60 System demand curve 45 30 15 0 illlulultn lufu111 111111111 111 1 11 1 1 1 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 400 800 1200 1600 2000 2400 2800 Water flow, gpm 3200 3600 4000 Hydraulic Graph Supply at Node 1 Static: Pressure 130.000 Residual: Pressure, 20.000 @ 4000.00 Available Pressure at Time of Test 123.897 @ 837.93 System Demand 112.999 @ 587.93 System Demand (Including Hose Allowance at Source) 112.999 @ 837.93 © M.E.P.CAD, Inc. 11 AutcSPRINK® VR8 v8.1.11 09/25/2012 8:19:17AM Page 8 Job Hydraulic Sum Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Job Number S12-074 Design Engineer Ted Queen Job Name Sarana Buddhist Temple State Certification/License Number Address 1 15241 51st Ave. S A -U Address 2 Tukwila WA 98188 Job Site/Building Address 3 Drawing Name Sarana Buddhist International.cad System 'lRemo eate)` Most Demanding Sprinkler Data 5.6 K -Factor 25.04 at 20.000 Occupancy Ordinary Group I - Attic Space Job Suffix Hose Allowance At Source 250.00 Density 0.150gpm/ft2 Area of Application 2535.00ft2 (Actual 1425.24ft2) Additional Hose Supplies Node Flow(gom) Number Of Sprinklers Calculated 22 Coverage Per Sprinkler 90.00ft2 Total Hose Streams 250.00 System Flow Demand 590.77 Total Water Required (Including Hose Allowance) 840.77 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 33.03 between nodes 65 and 64 Maximum Velocity Under Ground 13.55 between nodes 1 and 65 Volume capacity of Wet Pipes 156.19gal Volume capacity b(Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) 250.00 130.000 20.000 ( 4000.00 Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 123.859 840.77 117.325 6.535 Qcintractor Contractor Number 22 Contact Name Contact Title Name of Contractor: Archer Construction Phone (253) 872-7222 Extension Address 1 7855 South 206th St FAX (253) 872-7277 Address 2 Kent, WA 98032 E-mail Address 3 Web -Site (ty © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:06:43AM Page 1 Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Device Actual FlQw (qpm) . • Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 101 22.89 14.82 5.6 16.710 Sprinkler 102 24.90 14.82 5.6 19.772 Sprinkler 103 25.71 25.04 5.6 21.082 Sprinkler 104 25.70 25.04 5.6 21.055 Sprinkler 105 25.71 25.04 5.6 21.080 Sprinkler 106 25.83 25.04 5.6 21.275 Sprinkler 107 26.13 25.04 5.6 21.778 Sprinkler 108 26.70 25.04 5.6 22.727 4' Sprinkler 109 25.04 25.04 5.6 20.000 Sprinkler 110 26.12 ^. 25.04 5.6 21.748 Sprinkler 111 27.63.; 25.04 5.6 24.335 Sprinkler 112 29.12 , 25.04 5.6 27.042 Sprinkler 113 30.63 ; 25.04 5.6 29.917 Sprinkler 114 26.76. 25.04 5.6 22.839 Sprinkler 115 25.14 14.82 5.6 20.152 Sprinkler 116 26.99 14.82 5.6 23.229 Sprinkler 117 26.97 25.04 5.6 23.190 Sprinkler 118 27.32 25.04 5.6 23.809 Sprinkler 119 27.81 25.04 5.6 24.671 Sprinkler 120 28.46 25.04 5.6 25.821 Sprinkler 121 29.26 " 25.04 5.6 27.301 Sprinkler 122 29.95 25.04 5.6 28.598 c" Most Demanding Sprinkler Data r., [l� © M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 09/25/2012 8:06:44AM Page 2 Node: Anal Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0 ,. S 117.325 590.77 101 9'-10 ' Spr(-16.710) 16.710 22.89 102 9'-10% Spr(-19.772) 19.772 24.90 103 11'-10% Spr(-21.082) 21.082 25.7' 104 11-10% Spr(-21.055) 21.055 25.70 105 11'-10'% Spr(-21.080) 21.080 25.7' 106 11'-10'% Spr(-21.275) 21.275 25.83 107 11-10% Spr(-21.778) 21.778 26.13 108 11'-10% Spr(-22.727) 22.727 26.70 109 12'-0 Spr(-20.000) 20.000 25.04 110 16'-0 Spr(-21.748) 21.748 26.12 111 16'-0 Spr(-24.335) 24.335 27.63 112 16'-0 Spr(-27.042) 27.042 29.12 113 16'-0. Spr(-29.917) 29.917 30.63 114 12'-0. Spr(-22.839) 22.839 26.76 115 10'-1%. Spr(-20.152) 20.152 25.14 116 10'-11 Spr(-23.229) 23.229 26.99 117 11'-10 - Spr(-23.190) 23.190 26.97 118 11-10E Spr(-23.809) 23.809 27.32 119 11'-10_ Spr(-24.671) 24.671 27.8' 120 11'-10 Spr(-25.821) 25.821 28.46 121 11'-10 ' Spr(-27.301) 27.301 29.26 122 11'-10 - Spr(-28.598) 28.598 29.95 50 9'-10% T(4.-1%) 19.888 51 11-1%- P0(4'-8%) 22.821 52 11-1%- P0(4'-1%) 23.191 53 11-1'%-I E(3'-10%) 24.826 54 11-1% P0(4.-1%) 22.642 55 11'-1'% - P0(4'-1%) 24.847 56 11'-1'% P0(4.-1%) 22.614 57 11.-1%-- P0(4.-1%) 25.499 58 11'-1%- P0(4'-1%) 22.641 59 11.-1% P0(4'-1%) 26.407 60 11-1% P0(4'-1%) 22.846 61 11'-1'/%‘. P0(4'-1%) 27.619 62 11-1'%- P0(4'-1%) 23.377 63 11-1'/2 =j P0(4.-1%) 29.178 64 11'-1%.; T(13'-3%) 48.365 65 1'-10 - BFP(-40.884) 103.704 66 11-1%-- T(13'-3%) 33.164 67 11'-1'% P0(4.-1%) 24.377 68 1V-1% - P0(4'-1%) 30.544 69 11'-1'% - P0(4.-1%) 26.402 70 11'-1'%- P0(4'-8%) 27.111 71 11'-1'%=I E(3'-10'/2) 30.482 72 10'-1 = T(4.-1%) 23.363 `.I ©M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 09/25/2012 8:06:45AM Page 3 La Hydraulic Anatysis Pipe Type Diameter Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Flow Velocity HWC Friction Loss Downstream Elevation Discharge", K -Factor Pt Pn Fittings Upstream Qi Route 1 Length Eq. Length Total Length Pressure Summary BL 1.0800 25.04 8.77 100 0.239864 1-10'% N 2.811 109 52 11-1'/z 12'-0 25.04 5.6 20.000 Sprinkler, 9'-10%z Pe 0.380 23.191 E(1-7%), T(4'-1%), P0(4.-1%) 11-8% Pv BL 2.1040 111.61 10.30 100 0.147961 7-2 Pf 1.634 52 53 11-1'/z 11-1'/z 86.56 23.191 Flow (q) from Route 2 3'-10% Pe 0.000 24.826 E(3'-10%) 11'-0% Pv BL 2.7030 111.61 6.24 100 0.043681 0'-6 Pf 0.022 53 55 11-1% 11-1% 24.826 24.847 Pe 0'-6 Pv BL 2.7030 138.58 7.75 100 0.065189 55 11-1% 26.97 24.847 Flow (q) from Route 10 57 11-1% 25.499 10'-0 Pf 0.652 Pe 10'-0 Pv BL 2.7030 165.90 9.28 100 0.090943 57 11.-1% 27.32 25.499 Flow (q) from Route 11 59 11-1% 26.407 10'-0 Pf 0.908 Pe 10'-0 Pv BL 2.7030 193.72 10.83 100 0.121145 59 11-1% 27.81 26.407 Flow (q) from Route 12 61 11-1% 27.619 10'-0 Pf 1.211 Pe 10'-0 Pv BL 2.7030 222.17 12.42 100 0.156107 61 11'-1% 28.46 :' 27.619 Flow (q) from Route 13 63 11-1% 29.178 10'-0 Pf 1.559 Pe -0.000 10'-0 Pv BL 2.7030 251.43 14.06 100 0.196258 63 11-1% 29.26 29.178 Flow (q) from Route 14 66 11-1% - 33.164 T(13-3%) 7-0 Pf 3.986 13-3% Pe 0.000 20'-3% Pv CM 2.7030 477.28 26.69 100 0.642359 66 11.-1% 225.85 33.164 Flow (q) from Route 3 64 11-1% ., 48.365 E(6'-8), T(13 -3'/z) 3'-8% Pf 15.201 19'-11'% Pe 23'-8 Pv CM 2.7030 590.77 33.03 100 0.953178 64 11-11/2 113.49 48.365 Flow (q) from Route 6 65 1'-10 103.704 DPV(-3.800), BFP(-40.884) 6.-11% Pf 51.308 Pe 4.031 6.-11% Pv UG 4.2200 590.77 13.55 140 0.058433 65 1-10 103.704 Supply, 1 -4'-0 117.325 2E(16'-8%), GV(3'-4), S 153'-0 Pf 11.091 36'-9% Pe 2.529 189'-9% Pv 250.00 Hose Allowance At Source 1 840.77 GO Route 2 SP 1.0800 25.70 9.00 100 0.251551 104 11-10'% 25.70 5.6 21.055 Sprinkler, 56 11-1% 22.614 P0(4'-1%) 0'-10 4.-1% 4'-11 Pf 1.239 Pe 0.320 Pv BL 2.1040 13.06 1.21 100 0.002795 56 54 11'-1'/z 11'-1'% 22.614 22.642 10'-0 10'-0 Pf 0.028 Pe Pv BL 2.1040 38.77 3.58 100 0.020925 54 11'-1'% 25.71 22.642 Flow (q) from Route 4 51 11-1% 22.821 E(3-10%) 4'-8 3-10%z 8'-6% Pf 0.179 Pe 0.000 Pv BL 2.1040 86.56 7.99 100 0.092467 51 11-11/2 47.79 22.821 Flow (q) from Route 16 52 11-1'14 23.191 4'-0 Pf 0.370 Pe 0.000 Pv Gib Route 3 SP 1.0800 25.71 9.00 100 0.251826 0'-10 Pf 1.240 105 11-10'% 58 11-1% BL 2.1040 25.71 5.6 38.35 3.54 21.080 Sprinkler, 4.-1% Pe 0.320 22.641 P0(4.-1%) 4'-11 Pv 100 0.020504 10'-0 Pf 0.205 58 60 BL 11'-1'/z 11'-1'% 22.641 Pe Pv 10'-0 2.1040 64.18 5.92 100 0.053158 10'-0 Pf 0.531 Pe Pv 10'-0 Pf 1.000 Pe 10'-0 Pv 22.846 60 11-11/2 25.83 22.846 Flow (q) from Route 5 62 11-1% 23.377 BL 2.1040 90.31 8.33 100 0.100007 62 11-1% 26.13 23.377 Flow (q) from Route 7 67 11-1'/z 24.377 10'-0 BL 2.1040 117.01 10.80 100 0.161476 67 69 11'-1'% 11'-1'/z 26.70 24.377 Flow (q) from Route 8 26.402 E(3'-10%) 8'-8 N 2.025 3-10'% Pe 0.000 12'-6'% Pv BL 2.1040 143.77 13.27 100 0.236373 69 11-1'/z 26.76 26.402 Flow (q) from Route 9 70 11-1% 27.111 3-0 Pf 0.709 Pe 0.000 3'-0 Pv BL 2.1040 195.90 18.08 100 0.418957 4'-2 N 3.370 Flow (q) from Route 18 3'-10% Pe 0.000 E(3-10%) 8'-0% Pv 70 71 11-1% 11-1'/z 52.13 27.111 30.482 (MJ ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:06:47AM Page 4 Hydraulic Aaly Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge_. 1;, K -Factor Pt Pn Fittings BL 2.7030 195.90 10.95 100 0.123684 0'-6 0'-6 Pf Pe Pv 0.062 -0.000 71__ 68 11-1% 11-1% -. 30.482 30.544 BL 2.7030 225.85 12.63 100 0.160918 3'-0 13'-3% 16-3% Pf Pe Pv 2.620 0.000 68 66 11-1% 11-1% 29.95 - 30.544 33.164 Flow (q) from Route 15 T(13'-3%) .a Route 4 SP 1.0800 25.71 9.01 100 0.251844 0'-10 4'-1% 4'-11 Pf Pe Pv 1.240 0.320 103 54 11-101/2 11-1% 25.71 -; 5.6 21.082 22.642 Sprinkler, P0(4'-1%) Gil Route 5 SP 1.0800 25.83 9.05 100 0.253974 0'-10 4.-1% 4'-11 Pf Pe Pv 1.250 0.320 106 60 11-10% 11-1% 25.83 5.6 21.275 22.846 Sprinkler, PO 4.-1%) Route 6• BL 1.0800 26.12 9.15 100 0.259193 10'-0 10'-0 Pf Pe Pv 2.587 110 111 16'-0 16-0 26.12 5.6 21.748 24.335 Sprinkler BL 1.4080 53.74 11.07 100 0.270709 10'-0 10'-0 Pf Pe Pv 2.707 111 112 16'-0 16'-0 27.63 f 5.6 24.335 27.042 Sprinkler BL 1.6390 82.86 12.60 100 0.287803 10'-0 10'-0 Pf Pe Pv 2.875 112 113 16'-0 16'-0 29.12 5.6 27.042 29.917 Sprinkler BL 1.6390 113.49 17.26 100 0.515020 13'-1 18'-8 31'-9 Pf Pe Pv 16.345 2.103 113 64 16-0 11-1'/248.365 30.63 5.6 29.917 Sprinkler, 4E(3'-1%), T(6'-21/2) GO Route 7 SP 1.0800 26.13 9.15 100 0.259530 0'-10 4'-1% 4'-11 Pf Pe Pv 1.278 0.320 107 62 11'-10% 11'-1'% 26.13 :• 5.6 21.778 23.377 Sprinkler, P0(4'-1%) .& Route 8 SP 1.0800 26.70 .. 9.35 100 0.269970 0'-10 4'-1% 4'-11 Pf Pe Pv 1.329 0.320 108 67 11-10% 11-1'/2 26.70 5.6 22.727 24.377 Sprinkler, P0(4'-1%) Route 9 BL 1.0800 26.76 9.37 100 0.271201 1-101/2 9'-10'% 11'-9 Pf Pe Pv 3.183 0.380 114 69 12'-0 11-1% 26.76 -• 5.6 22.839 26.402 Sprinkler, E(1'-7'%), T(4'-1'%), P0(4'-1%) wr Route 10 SP 1.0800 26.97 9.44 100 0.275055 0'-9'% 4'-1% 4'-11 Pf Pe Pv 1.348 0.309 117 55 11'-10 11-1% 26.97 5.6 23.190 24.847 Sprinkler, P0(4'-1%) Route 11 SP 1.0800 27.32 9.57 100 0.281836 0'-9% 4'-1% 4'-11 Pf Pe Pv 1.381 0.309 118 57 11'-10 11-11/2 27.32 - 5.6 23.809 25.499 Sprinkler, P0(4.-1%) Q Route 12 SP 1.0800 27.81 9.74 100 0.291259 0'-9% 4'-1% 4'-11 Pf Pe Pv 1.427 0.309 119 59 11'-10 11-1% 27.81 5.6 24.671 26.407 Sprinkler, P0(4'-1%) GO Route 13 SP 1.0800 28.46 9.97 100 0.303796 0'-9'% 4'-1% 4'-11 Pf Pe Pv 1.489 0.309 120 61 11-10 11-1% 28.46 5.6 25.821 27.619 Sprinkler, P0(4'-1%) a Route 14 -. SP 1.0800 29.26 10.25 100 0.319874 0'-9'% 4'-1'% 4'-11 Pf Pe Pv 1.567 0.309 121 63 11'-10 11-1% 29.26 - 5.6 27.301 29.178 Sprinkler, P0(4'-1%) a Route 15 -. SP 1.0800 29.95 10.49 100 0.333906 0'-9'% 4'-1'% 4'-11 Pf Pe Pv 1.636 0.309 122 68 11-10 11-1%4 29.95 5.6 28.598 30.544 Sprinkler, P0(4'-1%) �► Route 16 •. BL 1.0800 22.89 8.02 100 0.203131 7'-6 8'-2% 15'-8'/2 Pf Pe Pv 3.190 -0.013 101 50 9'-10 9'-10% 22.89 5.6 16.710 19.888 Sprinkler, 2T(4'-1'/2) BL 1.4080 47.79 4, 9.85 100 0.217902 8'-10'% 7'-1 15'-11'/2 Pf Pe Pv 3.478 -0.544 50 51 9'-10'% 11-1% 24.90 : 19.888 22.821 Flow (q) from Route 17 E(2'-4%), P0(4'-8%) r+ Route 17 (M ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:06:47AM Page 5 ydt ac Ana y; Job Number: S12-074 Report Description: Ordinary Group I - Attic Space 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 1.0800 24.90 8.72 100 0.237332 0'-6 0'-6 Pf 0.116 Pe Pv 102 9'-10'/2 24.90 5.6 19.772 Sprinkler 50 9'-10'% 19.888 as Route 18 • BL 1.0800 25.14 8.80 100 0.241554 7'-6 5'-9 13'-3 Pf 3.198 Pe 0.013 Pv 115 10'-1'/2 25.14 5.6 20.152 Sprinkler, 72 10'-1 • 23.363 E(1'-7%), T(4'-1%) BL 1.4080 52.13 10.74 100 0.255883 9'-4 7'-1 16'-5 Pf 4.196 Pe -0.448 Pv 72 10'-1 26.99 23.363 Flow (q) from Route 19 70 11-1% 27.111 E(2'-4'%), PO(4'-8'/2) G. Route 19 . BL 1.0800 26.99 9.45 100 0.275477 0'-6 0'-6 Pf 0.135 Pe Pv 116 10'-1 26.99 5.6 23.229 Sprinkler 72 10'-1 23.363 Route 20 BL 2.1040 12.64 1.17 100 0.002630 10'-0 10'-0 Pf 0.026 Pe Pv 56 11-1'/2 22.614 58 11'-1'% 22.641 Equivalent Pipe,Lengths af-Vaives ati i rtttr; sDC7=120,3 ) . _'; - CVaiue-Muitipi Actual Inside Diameter 487 ( ) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 = Factor Schedule 40 Steel Pipe Inside Diameter [Ay ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/25/2012 8:06:47AM Page 6 Hydraulic;:; Pipe Type Diameter Flow Job Number: S12-074 Report Description: Ordinary Group I - Attic Space Velocity HWC Friction Loss Downstream Upstream Elevation Discharge- K -Factor Pt Pn Fittings 1, Length Eq. Length Total Length Pressure Summary Pipe Type 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 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 Pv Velocity pressure at a point in a pipe ALV AngV b BalV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GloV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve. Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap l(S ©M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 09/25/2012 8:06:47AM Page 7 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 Hydraulic,.Gr, Job Number: S12-074 • , .vrv'' vvv r Wk."... vrvIIIPly yr vl/)J 1 - null. lJFJGI.G Supply at Node 1 150 135 _Static 120 Pressure 130.000 i - 105 590.77 @ 840.77 117.325 with hose streams 1 90 - N - O. _ Ri 75 - 0 - 0 _ a� o` - : 60 System demand curve 45 30 l 15 II 0-C71WlItlilI Illlll 111 III 1111 1 1 111111111 111111111 1 1 1 1 1 1 1 1 1 111111111 11111111 I 111111111 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 130.000 • Residual: Pressure 20.000 @ 4000.00 Available Pressure at Time of Test 123.859 @ 840.77 System Demand 117.325 @ 590.77 System Demand (Including Hose Allowance at Source) 117.325 @ 840.77 09/25/2012 8:06:49AM Page 8 DRAWING SCALED AT 1/8"=1' 0 ®• - SCOPE OF WORK: Install addressable fire alarm system. One addressable fire alarm control unit. One addressable smoke detector above the FACU. Three addressable manual pull stations. Four addressable monitor modules to connect to sprinkler devices. Add two horn strobes and two strobes. Add exterior horn/ strobe. Washington Alarm will provide maintenance, annual testing of the system and U.L. central station monitoring FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING IM FIRE ALARM CONTROL PANEL -SK 5700 ADDRESSABLE WALL -TOP 0 66' Drawn by: Mark Mcllwain FIRE SYSTEM TRANSMITTER -AES 7788E WALL -TOP 0 66' Ea ® ADDRESSABLE SMOKE DETECTOR - 5K ACCT MATE CEILING Fs MANUAL PULL STATION -GE 270 SERIES WALL 0 48' © ADDRESSABLE MONITOR MODULE -SILENT KNIGHT MINIMON FIELD VERIFY CEILING MOUNT HORN/STROBE-SYSTEM SENSOR P2CW CEIING STROBE -SYSTEM SENSOR SW WALL 0 8' 0 WEATHER PROOF HORN/STROBE-SYSTEM SENSOR P2RHK EXTERIOR WALL Wire Legend Type DESCRIFTION TYPE A 16 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE1 TYPE B 18 AWG, 4 CONDUCTOR 'FPLR' JACKETED CABLE 1 FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE TO NL9MGTON NAVY CENTRO. STATION 120 VAC S (DEDICATED OCT.) 120 VAC (DEDICATED OCT.) 24V POWER FROM FRCP NAC -I NAC -2 (TYP. ADDRESSABLE CKT.) PAID JUi 18 ;?t114 TUKWILA FIRE 24/&G,, 2l>75/ Nibt, WASHINGTONALARM SARANA BUDDHIST TEMPLE ADDRESSABLE FIRE SYSTEM 15241 51ST AVENUE SOUTH TUKWILA, WASHINGTON 98188 WASHINGTON ALARM INC. 2030 Airport Way South Seattle, WA. 98134 Job #10416 Designed by: Jeny Sluman Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 06/18/2014 PERMIT SET 1 FIRE ALARM FA - 1 CCEEPrE O Without Comments fig( As Noted in Red p Per The ACcached Letter Thebe plans have been i evlewea by The Tukwila Fire Prevention Bureau nce is �� rrnance b?e� to errors awith current City standards. Acceptance 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 uire a resubmittal of void revised drawings for subsequwill eni tapprove. Final acceptance is subject to field test and inspection b The Tukwila Fire Prevention Bureau. Date: -(-1 By: 511 iE I►,s L 6rr4L L ..4(-t Glyw,p oti. (led ;c4 i' . A ottr}-.16%44 ke("4. TUKWILA FIRE DEPART' .r t!T Please call 206-575-4107 and give this Fire Permit No. -F-/cr and exact address for shut- down or restoron approval. 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 -4" U.G. FIRE SUP (BY OTHERS). 9 . SITE PLAN SCALE: 1' = 20'-0" 0 Without Comments As Noted in Red l Per The Attached +' ter These plans have been reviewgd by The Tukwila Fire Prevention Bureau for c 'iformance with current City standards. Acct. I t:.a iw Is subject to errors and omissions which do nui authori',.ke ytlO4tions of adopted standards and or d irlanc s. Th': re oo s€ )ility for the adequacy of ci 'i : t TeSUF1 toy + '.i h the designer. Additions, ddeleii' o ic\iIs ns to these drawings after this date will void trils acceptance and will require a resubmittal cif reN.ii5sddrawinys for subsequent approval. Final acceptance is 1.';1,Y.t to field test and Inspection by The Tukwila Fire Preverr ori Bureau. Date: /0-1-1-- By: ,1 REVISIONS HANGERS -20 KWILA FIRE DEPAR Plea call 206-575 and give this a P :nit No. and = I act- address hl wn or restoration aper T1,#KWILA FIRE DEPAR calf 206-57S-4407 ad Ova this Fire Permit,Necs and iaddrs forshut- down val. 20 40 SCALE: 1" = 20'-0" HYDRAULIC DESIGN INFORMATION 80 ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS VICINITY MAP SCALE: N.T.S. SCOPE OF WORK: ARCHER CONSTRUCTION WILL PROVIDE A NEW DRY SYSTEM TO PROTECT THE NEW TEMPLE. CLARIFICATIONS: 1. UTILITY CLOSET CONTAINING NEW SPRINKLER DRY VALVE MUST BE MAINTAINED AT MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. • EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. 7. NO MODIFICATIONS OR ALTERATION TO THE EXISTING FIRE SPRINKLER SYSTEM PIPING, HANGERS/SUPPORTS AND EARTH QUAKE BRACING (EXCEPT AS SHOWN). DESIGN CRITERIA: PER NFPA 13 (2010) & THE CITY OF TUKWILA TEMPLE BELOW CEILING: ORDINARY HAZARD (GROUP 1) PER TUKWILA STANDARDS -..15/1950* TEMPLE ATTIC: ORDINARY HAZARD (GROUP 1) PER TUKWILA STANDARDS - .15/2535* 120 SQ. FT. MAX SPACING IN AREAS WITH JOISTS 3FT OR LESS O.C. 7 PSI MINIMUM END HEAD PRESSURE IN AREAS WHERE HEAD SPACING PERPENDICULAR TO SLOPE 8FT OR LESS 20 PSI MINIMUM END HEAD PRESSURE IN AREAS WHERE HEAD SPACING PERPENDICULAR TO SLOPE EXCEEDS 8FT-10FT *REMOTE AREA HAS BEEN INCREASED FOR DRY SYSTEM AND ROOF SLOPE > 4:12 10'-7 ATTIC SPACE REQUIRING COVERAGE SSU FILL AREA WITH NON-COMBUSTIBLE INSULATION • RINKLER • nrtr7At'7 'fk 04 to+,S CCtMta rx N r iPYi ei^UVJ,. R .do gtawN It.L J ,Frn N t'•rr.n N4T t} ti .!""+ .!1411,4 1,M4/h1TAIHnJ4. J 2W TYCO DPV-1 DOUBLE CHECK DETECTOR B JA A 4 rota rruca per' crzs rx•r rte/ r•t ti+rS..Err C ' Nt/rxs w,. CKFLOW 2W WILKINS 350ADABGVIC DOUBLE CHECK DETECTOR BACKFLOW 4 x 21 GROOVED REDUCER 4" GROOVED FLANGE ADAPTER N/ f4745 ac .• s E4Wc:l.A,tl< t+i.t. , t'Jrr/E.. Mourn" • #kit14'.4' 9'....• A #'€ter %� .;rte rata r?ru, • 47411 -gill+' p ;"tb'd *.,,,,,•.•'`{o CA1G!t C Xlwiu. p -a t:;stir-teri7b t ,k, .1,i7vrt[rl W•41.40 nd'ri: 7,dcn'*tor r l I';Li, a s1 / tib • ''2:SiAL3C°44kJC :c.A1.ul'k'aNt 10.Y4 /.`}'dV BUILDING & RISER SECTION FP -1 SCALE: 1/2" = 1'-0" 'DATE—DESCRIPTIONTBY—A BEAM CLAMP W/ RETAINING STRAP - --B—SIDE BEAM BRACKEN C—EYE SOCKET `D—NUT & PLATE WASHER -E—KWIK-BOLT F HDI -P '-G-SAMMYSIDEWINDER 11—SAMMY SUPERSCREW -J—COACH SCREW ROD 'IC—CEILING FLANGE L—U-HOOK AREA NUMBER REMOTE RF0 SQ. FT. TOTAL SYSTEM KtUUIKtMtN IS: CODE IFiAZARD . nFNeITV OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANGE SYSTEM TYPE (AREA PER SPRINKLER HYDRAULIC DESIGN INFORMATION -M—SHORT STRAP -N WALL BRACKET -F'—TRAPEZE R AREA NUMBER REMOTE AREA SQ. FT. TOTAL SYSTEM Kt UUIKIMeN I S: D CODE HAZARD PENSITY INSIDE HOSE�OUTSIDE HOSE MISQ. FT. ALLOWANCE LLOWANCE A SYSTEM TYPE 1AREA PER SPRINKLER * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO --1— (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL! BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS. UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC 130 PSI SYM MAKE MODEL SIN# TYPE FINISH K-FAC.THREAD ORIFICE TEMP CANOPY QTY RESIDUAL 20 PSI GPM FLOWING 4000 GPM DATE & TIME PER: MARK - WATER DISTRICT 125 LOCATION: HYDRANT JUST NORTH OF SITE -1 0 G C A@VG3M GQ o O R9o.O M@ SCALE: 1/2" = 1'-0" FELE PAID SEP 252012 TUKWILA FIRE Sarana Buddhist Temple 15241 51st Ave. S Tukwila WA 98188 SITE PLAN PERMIT NO: - JOB NO: S12-074 NOTES: TOTAL PROJECT SPRINKLERS. = 39 TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE . 253-872-7222 FAX 253-872-7277 CONTRACTOR: Sarana International PHONE: FAX: AUTHORITY: TUKWILA FIRE DEPT. DESIGNER: TED QUEEN SCALE: VARIES DATE: 9-25-12 REVISED II PLOTTED I / FP 1 OF 2 20'-0 20'-0 4,-7Y N.A.S. BELOW COMBUSTIBLE OVERHANG LESS THAN 1'-0" WIDE (NO STORAGE OF COMBUSTIBLE MATERIALS ALLOWED BELOW) SHEATED TRUSS 20'-0 30 ANGLE STORZFDC PER TUKWILA 4'-7 SHEATED TRUSS SECTION A 8'.10'/12 0 O 0 r• ::: I• ;� —�� Vii, i : i Ij , UI : N .1 . A • rf 1• a • eTEMPLE SPRINKLER PLAN SCALE: 1/4" = 1'-0" REVISIONS HANGERS "DATE—DESCRIPTION—BY—A BEAM CLAMP W/ RETAINING STRAP �S—SIDE BEAM BRACKET -C—EYE SOCKET -D—NUT & PLATE WASHER -E—KW I K -BOLT F HDI -P -0-SAMMY SIDEWINDER l- i—SAMMY SUPERSCREW -J—COACH SCREW ROD 'I(—CEILING FLANGE L—U-HOOK a) • a �'. N.A.S. Bi=LOW COMBUSTIBLE/OVERHANG LESS THAN 4'-0" WIDE (NO STORAGE OF COMBUSTIBLE MATERIALS ALLOWED BELOW) ' • a 10 20 SCALE: 1/4" = 1'-0" Riser Tag Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): . Ordinary Group I - Attic Space 38 22 5.6 0.5 0.150gpm/ft2 0.412gpm/ft2 2535.00ft2 (Actual 1425.241t2) 587.91 99.372. HYDRAULIC DESIGN INFORMATION a e! a Zi (1 CV Brace Information Seismic Brace Attachments Length of Brace: 7'-0 Structure Attachment Fitting or Tension -only Bracing System Make: J.tg.Q.Q. Ing Model: (Fig. S80) Universal Swivel Sway Diameter of Brace:: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating:19551b 7%oz Angle of Brace: 59 Sway Brace (pipe attachment) Fitting Make: Tskg, ll c Model: (Fig. 1000) "Fast Clamp" Sway Brace Least Radius of Gyration:" 0.42" . LIR Value:" 200 Listed Load Rating: 20151b Ooz Adjusted Load Rating: 14251b Ooz Maximum Horizontal Load: 17351b Ooz (Fig. Attachment Lateral Seismic 1000) Fast Clamp ( . Brace Brace Assembly Detail, Detail C,Qn Plans) • � Sway Brace / '/z x 3 Machine (Hex) Bolt (Fig. 980) Universal SAvel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number; SB -1 (to be shown on plan) Lateral Fastener Information Orientation of Connecting Surface: NFPA Type "Ff" Fastener Construction Type: Wood Type: Machin(Hex) Bolt Size: ?e x 3 Length (hi wood): 0'-11/2 Maximum Load: 2151b Ooz Diameter Description it Quantity Quantity Unit Weight 1liyp Total .Weight 21'2 1 Pipe, Flow/Super Flo Pipe, Dag -Thread 23'-5'lz (2)0' -7 -„(2)V -51/i-(2)1'-432-(2)0'-234 23'-514 7'-3 5Ib 03/4oz . lib 13%oz 0.6 0.6 711b 2oz 71b 12oz Total Weight 781b 13%oz F„ P x 1.16 901b 11 oz FITTER NOTES: 1) ALL PIPING 1” - 2" TO BE ALLIED DYNATHREAD. 2) ALL 2%/z" PIPING TO BE ALLIED DYNAFLOW. 3) GROOVED END PIPING TO BE JOINED WITH PAINTED VICTAULIC GROOVED FITTINGS AND COUPLINGS: 4) THREADED END PIPING TO BE JOINED WITH BLACK DUCTILE IRON FITTINGS. 5) MAIN PIPING TO SLOPE BACK TO RISER OR AUX. DR. 1/4" PER 10'-0" 6) BRANCH PIPING TO SLOPE BACK TO RISER OR AUX. DR: 1/2" PER 10'-0". 7) HANGERS TO BE TYPE 'GG' U.N.O. 8) SWAY BRACING TO BE PER DETAIL SB -1 U.N.O. -rmumimmn, MODEL #SWG 20 UP TO3"PIPE -1'/"MIN GLU-LAM OR BEAM 2 N � zM• —I z UQ Z� m 3/8" ALL THREAD ROD HANGER GG HANGER RING SAMMY SIDEWINDER ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS AREA NumBER REMOTE CRP. SQ. FT. TOTAL SYSTEM KE gUIKtMeN ISI CODE nFNCITv OPMISQ. FT. 1HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE. ALLOWANCE LTYSTEM T PE AREA PER SPRINKLER HYDRAULIC DESIGN INFORMATION - M—SHORT STRAP -1,1—WALL BRACKET -P—TRAPEZE a R AREA NumeER REMOTE AREA SQ. FT. TOTAL SYSTEM KEQUIKtMtN ISI CODE DENSITY OPMISQ. FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TYPE -1AREA PER SPRINKLER * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL! BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC 130 PSI RESIDUAL 20 PSI GPM FLOWING 4000 GPM SYM 0 MAKE GLOBE MODEL GL SIN# GL5615 TYPE QR SSU FINISH K -FAC. BRASS 5.6 • GLOBE GL GL5635 DRY QR SSP CHROME 5.6 THREAD ORIFICE 1/2" 1/2" 1/2" 1/2" TEMP CANOPY QTY 200° 23 155° CHR S&S 16 DATE & TIME PER: MARK - WATER DISTRICT 125 LOCATION: HYDRANT JUST NORTH OF SITE ARCHER 00119.4L3M4O ]DA11I0 NOTES: TOTAL PROJECT SPRINKLERS = 39 TOTAL SPRINKLERS THIS SHEET 393 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 Sarana Buddhist 15241.51st Ave. S Tukwila WA 98188 SPRINKLER PLAN PERMIT NO: - JOB NO: S12-074 AUTHORITY: TUKWILA FIRE DEPT. CONTRACTOR: Sarana International PHONE: FAX: DESIGNER: TED QUEEN SCALE: VARIES DATE: 9-25-12 REVISED / / PLOTTED // FP20F2 ••• ••••••.. FOUND RERAR AND '29537. CAP 0,5' W & 0.2' S OF •N\ PROPERTY CORNER I ki) ( ' 0.2r.~..4.•-.- ---- •••• ••••••• 1. •••• •••• -144- -------- ▪ •••••,.. •▪ •• • -I 4,01' 410644.-0.. •• • 1.1/40- ..••• x•PAfi.. ' INS•pw." 1-79- ••• ••••• .4.•••••• .••• Nov 8,0;J••• ••••• z),/, (ez .1-2) 34.0 ?/4/ .EX, -44 Z Cc/4"Z) 571/.45' 722INKZ.44:e N895113E 241.521._ ------------ ----- - --- - - yr` • •••.. ••••• •••••••••"*. ----- ----- -- •••••••••""..'.. •••••"-'• . FOUND 2" BRASS DISK W/ PUNCH IN CONCRETE IN CASE DOWN 0.61 / YR/6'4Z 10' SEWER E PER AF#20080 ••••4,44 ••••" •••• ••• /rc/ SEMENT 600075' . . . FOUND ILLEGIBLr. K NAIL w/ WASHER' • , . • • es-- 7 • • -•-•••• • • . . . • • • ------ /.41 1/1/M, iiiVE/1/71 - - • . 47. des, einAgt •••• •••• • • . • • -;- , 71 1 -Nr, • 55.5'• ON --ST SE W/ 8 FLOOR • 138.1' - OASEMENT:•FF 131.3' MIDGE HEIGHT 156.9' t'S• hill uI • / • • I .•••• ••••• • • ,ONE•••••SfoRy OUT 8U• LDING .FINISH FLOOR PI' 134.9' • RIDGE, HEIGHT 149.0' .1" 1/1/17 7:11) '146. 1/1 ?,4 EIZIM1/ " 17 /, IV/WEE/ Ze -248e6) 7g ,e227Ati '1•6*"..', • --:-•, • . ' • • .67' ' 1.10N-)4 • ;mufti worn 47•74.71/W. . . • • .••••• • • • - • • • ; N4):0.9 ‘10••‘", ••50P1 • • .2- • .yr ' • ' • - •••• ;.".••••• • • / e • . ,•• • • . • r •-•- O. -** ▪ -- :-••• -- ,••• - • ;_.- - -- • . ----- -- -- ----- ---- • -- - -- •••-•z-zr..7.1 ••••••••,........•••••••••••... •••••••1••• •-• • ••••••• EINI, - ----- ------ -- -11Y-OTTEIli; EASEM----- - NE OF 32-"Wlif/E- - ----------- ------ EVAN''TASEMENI-\ ----- • AO • • . ••• NORTH FACE OF LIGHT RAIL. LINE ---------------- ---- -110- ' 7 -108 5 33'2)4,;" --•.--106- • - - - ••••••••••........-•••-...-,....• • ....•••-•••,.• SQUTHCENTER BLVD • (RENTON THREE -TREE ROAD) 7.4' X 6.2' CONCRETE SUPPORT COLUMN FOR LIGHT RAIL ••••••,, ••••••••...., 1.3 FOUND REAR ANC' - "19429* CAP 1. /" 2,61 •••-•••••••••••••••••••, INSTALLATION INSTRUCTIONS GENERAL DESCRIPTION •'• • • "'.• Vertical indicator Posts • (Ret:-:---Figure'*:-:::-.4rps-T',designebi'-'-'" to operate non-rising:•-stem:,;.:(inSide'.::t4i'.0W:g4te: vaives,.„... • : which are used to control. ari'lUndergrOliiid-,:Water-.Suppty to automatic sprinkler, water spray doluge, foam -water deluge, or standpipe fire:prbteCtionsystems They permlt - operation of :Underground .01Ves...'4114.*6.:(406g:.,...art above groundViaUal. indibetieri.:'eS..10Whether,itie:vaives, •• are open or shut, in additionje a:Inearies;ferlOCking the valves in a particular :poSitiorh;---Indicatck*Sti prov:de for.• valve operation from outside of the protected property and, therefore; the opportunity for moniproinPt-valve operation in an emergency situation. Model A -20806/A-20807 feature • • . . telescoping Stem that can be adjusted to its final position• • without field tutting of the Stem The Stem also permits: easier setting of the s.'OPEW.•.-iiiid: .• • • Plates (before the Post Is extended: • • easier. adjustment:. Of • the post length • during. the: Initial installation; and, ready readiustriterit of poat length, if there is a modificationin the loCatiori'''Ofitiefinatgrade2'..,•:,. . A-20806 indicator Pests• will aecOmmodate;4- • • inch size post indicater valves (PIV) requiring 14 to43 turns • to open and •that are listed or 'approved. for fire: protection • system service The Post Will accommodate 16-24 inch size post indicator valves requiring - 49 to 75 turns to . . open. . . Indicator Posts: are. provided "standard order" for use . with let hand opening valves;: however, they special ordered". for use with right harid:OPeriing vaives or, Fig. A 8-TAMING:NEAR DATe:01 SUPERVISORI; CON1ROL VALVE 2.'":". "*.• "-" PADLOCK • • • ..„ . , . • TYPICAL INSTALLATION OF; • 4;298*i•!....::•471147;13OST:t0DidATORVALVth.,:;.„::,•: A;•26807,;.*:s1e-24'••!::POST•iiialOATORVALVS";•••••';'••' converted in thelield for use with.a right hand openinglyalve-,..:5,The••Model?FCVS.:.-:-:Superyisorygol?,..yeive;*itctl::is.:,:::•_:„•;„,•::::•,: by changing-the:left hand opening Post Head to a right hand .4!4:listed by Underwriters opening Post Head.. ,..... • • .., • • da It is'approVedbYthe Factory MutuaI . • ResearCh•Ctirn.dratiOitjtie:PCVS2110firigS:ariVapplOVal-.?:::::.:... Indicator Posts: accept direct attachment of a 1/2 inch are under the:narrie:.Of pdttei,:Eiti.To;tiotiarCdtiiiiany.:::•::•:-::.:-:•:::•:,:::•:•:;• NPT mounting -electric supervisory-SWitphirial device which : ._•,. - .... .:.,,........:.]..1;,•:.:.:•::::1,4 -_:"::.-2'...::-;••::.:::.:;:::::;::::.=.:;.::::.:7.-:•.::.".• . . .. : • • • can be used:by:Proprietary and:: Centrat.StatiOnS. to monitor .:::•',. ..;:;::.:, . ••••, ....:........,.:::,...,.:.:AwARmNo,. .. • the open positiorr.of the Indicator PoSt. Detailed lrifcirrtiaticin,-;Y:::;•::'::;::;.,•-:::••• ,:•-•. --,:::;:;:-•:',:,..:::,--':"'''-',.7-::::""*J'' ""' ' ..,...„ ,,, ..., .. On the attachment of - the Model. PCVS-2 -Supervisory;.:-..:-:::::::The--SMi3delA499.**4990t.' rt catot:P4itsitiidiit.ied , ..,„„.... ... - •.• _ ,...,.. .,.„:........ -.. •:„.... -Control-Valve SWitch:(supplied-byroustomer), which has tWo•-•••.•*".liereln must he.)40000.;:-60-tf.:i4iiiiiiiiiiidii•ihsSiiiiiiilitthae • ••••• : sets of SPDT Form C contacts,. is given in the Technical .:•virlth : this •.d0..O.Unisti..':::•!ee•:.well:::::Filis'-': litir . • ••• - - '• •. • • . .,.vtI ': ct..., pp c e... • .. Data section, . :.: Standerds•••tit*hti.!•Niiithtitiel :Fh*PiiitettiSii.:ASSebititiehi • .. ......,„...:.,.:........,...,...,.... ......„ .,........„.... „....,.. ...• ...,.............. .. •,..:.•iii.:iidditii*:.:10..tt.tes....$16.nded:Ot:iitiy,::tithef;:atithOiltitis• • ., .... .., „........ . .......... , ... .... . ., ...... „...........,... ..: . • APPROVALS AND STANDARDS .: • •haNtingl• iiiiSaictioris::::Faileite:•:;d6::. so may Stay impair •:the• Node! A -20806/A -20n07 Indicator Posts are listed .: by. • -* ititedritif aljtietii:dOVICe.s,.. : .•••:: :•'. ' • " • • : •••• •.• '.:•:•••,....::•.;:: ..: ' • Underwriters Labora•Aes . Inc; (UL) and UnderwriterS.,::2. ..........: .........:-..:•„:-....ii..f.„.1::::-..;:i-,:•.::: • .- ,--...........-.... . ,:...,:.::-.:-...;: :- , ....,.-...,..,::::::::,•,......, Laboratories Inc. forv‘3i4 in Canada (C -UL). Model A-20806-.....1..-Tti.e. owOot...'-.10:;::::•:0000116141.0.... ;for:, shOlitilplog,:j,#'0!!••:::•:•fire Indicator Posts are aro. loved. by:Factory Mtituat Research • --: .• :pkotectiOtiE:SY0te*:•.:-and::idevicee:jrijitope(i:opOattng . Corporation, • ' • •:Setidititin:TheihStaillitsi:ttintrtiSthl';0i•!iniektilfeticirer••• should be contacted tettitive. to:•110.:•cgieatitiiik::::-:.':,:',..:: •• :...... EXPIRES: 4/24/7.j z 7/cC.' /3 voss' 17441 kW/ 7 Y P9/1 /"=. 1/4 /VIZ B CAPPED CROSS 90' BEND TEE W/ PLUG THRUST BLOCK -- TABLE Min, Bearing Areo Against Undisturbed Soil Pipe Size A (ft2) B (ft2) C (ft2) 0 (ft2) E (ft2) • 4" 3 1 1 1 1 6" 4 4 2 1 1 8" 7 6 4 2 1 10" 11 10 6 3 2 12" 16 14 9 5 3 14" 22 19 12 6 3 16" 29 25 16 8 4 18" 36 31 20 10 5 20" 45 39 24 13 6 22" 54 47 29 15 8 24" 64 56 35 18 9 28" 87 76 48 24 12 30" 101 87 55 28 14 NOTES: Plug B TEE W/0 PLUG BUND FLANGE OR SMALLER SIZE PIPE 1. BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 200 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREA MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 45' BEND 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. THRUST BLOCK IS CONSIDERED TO ACT AS A SPREAD FOOTING; THEREFORE HEIGHT OF BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 7. THE QUANTITY OF CONCRETE DEPENDS UPON THE DISTANCE BETWEEN THE PIPE AND THE UNDISTURBED SOIL. 8. PROVIDE RESTRAINED JOINT BENDS AND PIPE IN LIEU OF BLOCKS IF THERE ARE SPACE CONFLICTS OR BEARING AREA HAS BEEN DISTURBED. 11 1/4' BEND C C D 22 1/2' BEND STD. DETAIL No. 5 M Engincertnq Sairi os Conant' Engineering • Planning Sur*eying Consulting• HORIZONTAL THRUST BLOCKING DETAIL &. TABLE PLOT DATE 06/03/09 DRAWN MAA DESIGN PGL CHECKED DBH/RDS DISTRICT APPROVED PLOT. SCALE NTS FILE NAME L \CAD\DETAILS\DISTRICTS\W0, 25\5162DT5 DATE APPROVED King County Water District No. 125 HMA ASPHALT PAVEMENT 150% OF EXISTING DEPTH 8" MAXIMUM EXISTING ASPHALT ru=n-n-n=lt.�w�► r� A` . •& A� AL& A.41h. - I�-L�-,n-II-II--n-n- 71= =11,-11=11-.11,11 "wo, war wry_ wapoIE"'11= _" . 11:--4 ..�.11 :n 1F:{ILt:t1H- . AHR . 1- l=11.iE--I�� i �,• '� iia It -11- a U=#11:4 t� o o 8 „ 111111110, It. 11=i: f tl =--11:z.-- :11:1-.1110 Will 7=-'r11:l.���c> 11. si. 1=11-. 1 1•j1•�/ ��p�. it -11 .� li-1r. .11F-7. II,.. ---.11i. -7 t • S 'I :=:11r-'117 • y 1=11= .. P - 11=E' .1 11 .11 .11 -,11, -4I. -11r11 --i 11# 11 i II=11= 1= SAW CUT EXISTING PAVEMENT (TYP.) CSTC UNLESS OTHERWISE REQUIRED BY THE CITY 95% COMPACTION CSTC BEDDING O.D. O.D. + 16" MIN. O.D. + 24" MAX. SIDE SLOPE AS REQUIRED - 4" • NOTES: 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A TWO YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. A CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. .4. OUTSIDE PAVED OR ROCKED AREAS NATIVE BACKFILL MAY BE USED IF APPROVED BY DISTRICT. 9D% COMPACT)DJJ REOUJRED. STD. DETAIL No. 15D M Enpineeitnp SbM c, 0ampany Engineering Planning Surveying Consulting TRENCH CROSS SECTION CITY OF TUKWILA SHEET 4 CF 4 PLOT DATE 06/03/09 DRAWN vs. DESIGN BS CHECKED DSH/RDS DISTRICT APPROVED PLOT SCALE NTS FILE NAME L.; \CAD\DETAILS\DISTRICTS \WD125\51620715-REV DATE APPROVED King County Water District No. 125 CONCRETE THRUST BLOCK 3' MIN. OR 3 TIMES DIA. OF THE TAP WHICHEVER IS GREATER CAST IRON TAPPING TEE, FL TO BE MUELLER MODEL H--615, ROMAC SST OR EQUAL RESILIENT SEAT GATE VALVE, FL x MJ MUELLER OR EQUAL NOTES; 1. ASSEMBLY .TO BE PRE -TESTED BEFORE DRILLING. 2. 3' x 3' x 2" ASPHALT PAD REQUIRED IF VALVE BOX IS SET IN UNPAVED SURFACE. 3. IF TAP IS SAME SIZE AS EXISTING MAIN ONLY MUELLER H-615 ALLOWED. STD. DETAIL No. 9 Engineering Planning Surveying Consulting TAPPING TEE AND VALVE DETAIL PLOT DATE 06/03/09 DRAWN VS DESIGN SS CHECKED DSH/RDS DISTRICT APPROVED PLOT SCALE NTS FILE NAME L:\CAD\DETAILS\DISTRICTS\W0125\5162079-REV DATE APPROVED King County Water District No. 125 VALVE BOX TO BE OLYMPIC FOUNDRY OR EQUAL // 18" /i./r./i\// EARS TO BE ALIGNED WIT} -I PIPE LINE 3'x3'x2" ASPHALT PAD Ate \//\//,\//\/,\ SEE DETAIL 4" MIN. OVERLAP 2" SQUARE 7 OPERATING NUT 1/3 TOTAL LENGTH 4 1/4" DIA. 1/8' MIN. THICKNESS 1" SOLID METAL STOCK --- 3/8" SET SCREW. 2 1/4" SQUARE INSIDE MEASUREMENT. 1/8" MIN. THICKNESS VALVE OPERATING NUT EXTENSION NOTES: 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE. 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. MAXIMUM DISTANCE BETWEEN OPERATING NUT OF EXTENSION AND FINISH GRADE TO BE 2 FEET. 4. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH IVO COATS OF METAL PAINT. 5. 3`x3'x2" ASPHALT PAD REQUIRED IF VALVE BOX IS SET IN UNPAVED SURFACE. STD. DETAIL No. 8 M Enainanting SsMcof Company Engineering Planning Surveying Consulting VALVE EXTENSION DETAIL PLOT DATE • 06/03/09 DRAWN VS DESIGN BS CHECKED DBH/RDS DISTRICT APPROVED PLOT SCALE NTS FILE NAME L \CAD\DETAILS\DISTRICTS\W0125\5162DTB-REV DATE APPROVED King County Water District No. 125 WATER DISTRICT NO. 125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED. FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER .OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A U I1LITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY THE DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WD #125 SPECIFICATIONS, AND (CITY OF TUKWILA / CITY OF SEA - TAC / KING COUNTY) STANDARDS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON OR DUCTILE IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B 16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS ARE TO BE MUELLER OR M&H. 9. ; CUT -IDIS AND LIVE TAPS TO BE MADE BY CONTRACTOR, WD #125 SUPERINTENDENT, ENGINEER AND (CITY OF TUKWILA / CITY OF SEA -TAC / KING COUNTY) INSPECTOR MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED S PEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. SIZE ON SIZE TAPS ARE TO BE MUELLER CAST IRON. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT INS, AND LIVE TAPS. • 13. 31/2- FOOT MINIMUM COVER OVER ALL WATERMAINS. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES AND PERMITS. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD 4125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE CITY OF TUKWILA / SEA TAC / KING COUNTY PUBLIC WORKS ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, AND TO THE (CITY OF TUKWILA / CITY OF SEA -TAC / KING COUNTY) STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCKPILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TESTS REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D-1557. ALL OTHER AREAS TO BE 90% MAXIMIM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CON I'ROL SHALL BE IN ACCORDANCE WITH (CITY OF TUKWILA / CITY OF SEA TAC / KING COUNTY) REQUIREMENTS. 25. ALL- PIPE AND APPURI•bNANCES TO BE TESTED WITHIN I0 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. RESTRAINED JOINT PIPE AND BENDS SHALL BE USED IN LIEU OF BLOCKS WHERE THERE ARE U I'ILITY PROXIMITY CONFLICTS OR WHERE BEARING SOIL HAS BEEN DISTURBED. 27. ALL BENDS INSTALLED AS PART OF CONNECTIONS TO EXISTING MAINS SHALL BE RESTRAINED WITH "MEGA -LUG" RETAINER GLANDS AND PROVIDED WITH THRUST BLOCKS. 28. THE TESTING AND DISINFECTION OF THE WATER SYS'1'.BM SHALL BE WITNESSED BY WATER DISTRICT NO 125. '