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HomeMy WebLinkAboutPP - 2646 SOUTHCENTER MALL - ZUMIEZ - PERMITS AND PLANS2646 SOUTHCENTER MALL ASSOCIATED PERMITS 19-F-034 08-F-246 19-S-031 08-S-220 issfrztv J0►ats SITE LOCATION CITY OF TUIcWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applies' tines and plans mast be complete in ordea to be accepted for plan inview **PLEASE PRINT** King Co. Assessor's Tax No.: / OZ (17— oo/o Site Address: 2 (Q Soo kceMe(' Met ( Suite Number: 2115. Floor. 2. Tenant Name: 2 U m .k e Z New Tenant? D- Yes 14- No Property Owner's Name: WI ba; / - v d Q,n co - was f e ld Mailing Address: 9/05- -10S o I d O rG (1 r ij (f t S ,/; - 60 7(eo k i e. IL (, 0 0'77 City State zm CONTACT PERSON -if there are questions about the submittal. Name: ' e. 5 51 c, al Ro ( in fi r m Day Telephone: LI 2 S-:`-1 $/766 q Company Name: 6 r n rt re- Pro -•(-cc. bdAI C - Mailing Address: PO 13°x 1 z rr 3 gut( Cil- q 08?.. E -Mail Address: .1e:J5 ► L q C' -Lr o tA n o y A Fax Number: (2S / t/ (9(q j • t (2 s' twila NICET III number 0t7 _/n�fi.t - (oloci - GBusiness L=nu 6L 5 -'o c q 5 $I z Total number of newlreloc ated devices or sprinkler heads: •3 Valuation of Project (contractor's bid price): $ 10 0 O Scope of Work (please puvide detailed information): a.,2 ` 0 C a�-{ (� S 64 rhe - 2. U m , e Si-bre-Fro/14 PERMIT APPLICATION NOTES Vade of Construction — la all uses, a value of constrpction amount should be entered by the applicant, This fie wilt 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'#he work on the site authorized by such permit is commenced within 180 daps ager its issulance,,or ifthe work authorized on the site by such permit is suspended or abandoned for a period of 180 says ager the time the work is The Fire Marshal is authorized to grant; in .. writing, one or more extensions oftime, for periods not mane than 180 days each. The ertaisioa shall be requested in writing and justifiable cause destated. I HEREBY CERTIFY THAT I HAVE READ ID 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:�r ' C �►- ° n Date: 112311 9 Print Name: Cr( -c e MO f/a!1 n TT 1 e: 1/25 L/(/7 ( q Plan Permit App doc V 8rz2/14 'fFD FP Focin 8 ' SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.C' M Cf) l7 Site Address: (r2 6vinrkt plJ, Suite Number: Floor: 42 Tenant Name: 4_Ur - e7,- New Tenant? ❑ - Yes- No Property Owner's Name: et`(--cLt ,,3 c4 Ct-4-e: Mailing Address: 5Qo�, r )� `:�(�(�� �v(� . 11�� i-� 1!'eiac,k t CA `-' 2(Q(( l City State Zip CONTACT PERSON -if there are questions about the submittal. Name714P eXt)(CirkitiTAVN Day Telephone: Pli)1Q —?M(q Company Name: Cku.CtX ktDXx t 1 � x l *13 y kern Mailing Address: VII -k7) L4 !`\'/e �'5 6ec Q v C bt4 City State Zip E-mail AddressAVOYCtXt,DV1/4.Z ( thj' Ltitt Onvn (CrFax Number: Cdntractor's City of Tukwila _ ¢ NICET III number: Business License number: .. C `? - Total number of new/relocated devices or sprinkler heads: _ . Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): e ci\nv(QYl\-k-- tryvre tN , DUVAL C2)dev(r-e. 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'C Print Name:, t )PJ \(P cvx� �t Plan Permit App.doc 8t22/14 TFD FP Form 8 Date: t tDI Day Telephone: Pep) CPR) -"CJD FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Zumiez 2646 Southcenter Mall Permit No.: 08-S-220 Date: May 22, 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). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Zumiez 2646 Southcenter Mall Permit No.: 19-S-031 Date: February 25, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. 111 Hydraulic Summary Job Number: KS0406 Report Description: Ordinary Group II Job Job Number KS0406 Design Engineer Adam Kanter Job Name Zumiez State Certification/License Number WESTESF136QF Address 1 2646 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila State Wa Zip Code 98188 Drawing Name FP-1.cad System_ . __ . Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 1050.73ft2 (Actual 1050.73ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 11 Coverage Per Sprinkler 100.00ft2 if ,; / 1 ��r ��� & ✓ ` 0 I � y J Total Hose Streams 250.00— System Flow Demand 255.74 Total Water Required (Including 505.74 Hose Allowance) Maximum Pressure Unbalance In Loops 0.000 144410 IMPOSP'' Maximum Velocity Above Ground 23.05 between nodes 140 and 166 Maximum Velocity Under Ground 0.97 between nodes 1 and 378 Volume capacity of Wet Pipes 3418.79ga1 Volume capacity of Dry Pipes 0.84ft3 Supplies Hose Flow Static Node (gpm) (psi) Residual (psi) @ Flow (gpm) Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.591 505.74 71.27668.315 Contractor Contractor Number KS0406 Contact Name Adam Kantner Contact Trtle Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension - __ - Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City Redmond State WA Zip Code 98052 Web -Site [l ©M.E.P.CAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:21 PM Page 1 989 Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0406 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler 113 20.00 5.6 112 20.00 5.6 109 20.00 5.6 Sprinkler 108 22.47 20.00 5.6 Sprinkler 110 26.78 20.00 5.6 Sprinkler 107 20.50 20.00 5.6 Sprinkler 106 20.42 20.00 5.6 Sprinkler 111 27.02 20.00 5.6 103 20.00 20.00 5.6 Sprinkler 104 20.14 20.00 5.6 Sprinkler 105 20.20 20.00 5.6 28.36 27.29 22.56 c> Sprinkler » Most Demanding Sprinkler Data 25.649 23.752 16.223 16.103 22.864 13.398 13.292 23.288 12.755 12.940 13.015 M.E.P.CAD, Inc. `� AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:28PM Page 2 4 Node Analysis Job Number: KS0406 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 98 17-3 PO(26-4) 44.829 100 18-6 fE(8-11%) 44.864 101 15-8 fEk8-11') 45.002 102 17-3 fE(8-11'/2) 44.623 137 15-8 2P0(8-0) 42.468 140 15-8 2P043:0L 42.407 150 16-8 P0(5-0) 34.899 162 16-8 P0(5-0) 32.316 166 174 178 186 16-8 2P0(5-0) 22.074 16-8 PO(5-0) 31.106 16-8 2P0(5-0) 18.178 16-8 E(2-0) 30.875 190 16-8 2P0(5-0) 17.156 197 202 330 336 16-8 E(2-0) 17.100 17-10 47.634 -16-1 2P0(43-1) 63.232 -16-1 63.651 378 -12-4 BFP(-5.000) 67.038 113 14-11'/2 Spr(-25.649) 25.649 28.36 112 14-111/2 Spr(-23.752) 23.752 27.29 109 14-111/2 S. r -16.223 16.223 22.56 108 14-11 Spr(-16.103) 16.103 22.47 110 _ 14-11% Spr(-22.864) 22.864 26.78 107 14-11% fir( -13.398) 13.398 20.50 106 14-11% Spr(-13.292) 13.292 20.42 111 14-0'/2 Spr(-23.288) 23.288 27.02 103 14-0 Sark 12.755) 12.755 20.00 104 14-0 Spr(-12.940) 12.940 20.14 105 14-0 Spr( 13.01 13.015 20.20 1 -22-0 S 71.276 255.74 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:32PM Page 3 ©M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:36PM Page 4 f Hydraulic Analysis ' 1 Job Number: KS0406 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length v Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 31-7% Pf 5.547 103 14-0 q=20.00 K=5.6 12.755 Spr(-12.755) 11-0 Pe -1.147 190 16-8 17.156 3E(2-0), PO(5-0) 42-7% Pv BL 1.610 Q=60.35 9.51 C=120 0.124629 8-2% Pf 1.022 190 16-8 17.156 Pe 178 16-8 18.178 8-2% Pv BL 1.610 Q=101.26 15.96 C=120 0.324697 12-0 Pf 3.896 178 16-8 18.178 Pe 166 16-8 22.074 12-0 Pv BL 1.610 0=146.29 23.05 C=120 0.641285 21-0% Pf 19.899 166 16-8 22.074 10-0 Pe 0.434 140 15-8 42.407 LtE(2-0), PO(8-0) 31-0% Pv CM 4.260 0=146.29 3.29 C=120 0.005611 11-0 Pf 0.062 140 15-8 42.407 Pe 137 15-8 42.468 11-0 Pv CM 4.260 0=255.74 5.7.6 C=120 0.015771 151-8 Pf 2.533 137 15-8 42.468 8-11% Pe 101 15-8 45.002 fE(8-11'/) 160-7% Pv RN 4.260 0=255.74 5.76 C=120 0.015771 1-7 Pf 0.307 101 15-8 45.002 fE(8-11%) 17-11 Pe -0.686 102 17-3 44.623 fE(8-11%) 19-6 Pv CM 4.260 Q=255.74 5.76 C=120 0.015771 13-1 Pf 0.206 102 17-3 44.623 Pe 98 17-3 44.829 13-1 Pv RN 4.260 Q=255.74 5.76 C=120 0.015771 1-3 Pf 0.576 98 17-3 44.829 P0(26-4) 35-3% Pe -0.542 100 18-6 44.864 fE(8-11%) 36-6% Pv CM 4.260 Q=255.74 5.76 C=120 0.015771 139-5 Pf 2.481 100 18-6 44.864 17-11 Pe 0.289 202 17-10 47.634 2fE(8-11%) 157-4 Pv CM 6.357 0=255.74 2.59 C=120 0.002245 180-10 Pf 0.894 202 17-10 47.634 217-5% Pe 14.704 330 -16-1 63.232 12fE(12-7), BV(12-7), fE(10-0), 398-3% Pv CV(40-3), GV(3-9'/2) BL 8.329 0=255.74 1.51 C=120 0.000602 17-10 Pf 0.419 330 -16-1 63.232 P0(43-1) 678-3% Pe -0.000 336 -16-1 63.651 2fE(16-0), 14P0(43-1) 696-1'/2 Pv MS 10.020 Q=255.74 1.04 C=120 0.000245 20-2 Pf 5.021 336 -16-1 63.651 67-0 Pe -1.635 378 -12-4 67.038 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 0=255.74 0.97 C=140 0.000154 112-10% Pf 0.038 378 -12-4 67.038 137-1% Pe 4.200 1 -22-0 71.276 4LtE(25-6), 2EE(17-6%), S 250-0 Pv oio Route 2 DR 1.049 0=20.14 7.48 C=120 0.131873 29-8 Pf 5.363 104 14-0 q=20.14 K=5.6 12.940 Spr(-12.940) 11-0 Pe -1.147 190 16-8 17.156 3E(2-0), P0(5-0) 40-8 Pv 4 Route 3 DR 1.049 0=20.20 7.50 C=120 0.132578 31-51/2 Pf 5.233 105 14-0 q=20.20 K=5.6 13.015 Spr(-13.015) 8-0 Pe -1.147 197 16-8 17.100 4E(2-0) 39-5% Pv BL 1.610 0=20.20 3.18 C=120 0.016459 3-4 Pf 0.055 197 16-8 17.100 Pe 190 16-8 17.156 3-4 Pv aD Route 4 DR 1.049 0=20.42 7.58 C=120 0.135189 30-8 Pf 5.636 106 14-11% q=20.42 K=5.6 13.292 Spr(-13.292) 11-0 Pe -0.750 178 16-8 18.178 3E(2-0), P0(5-0) 41-8 Pv Route 5 DR 1.049 0=20.50 7.61 C=120 0.136186 29-7 Pf 5.530 107 14-11%. q=20.50 K=5.6 13.398 Spr(-13.398) 11-0 Pe -0.750 178 16-8 18.178 3E(2-0), PO(5-0) 40-7 Pv a. Route 6 DR 1.049 0=22.47 8.34 C=120 0.161440 30-8 Pf 6.730 108 14-11 q=22.47 K=5.6 16.103 Spr(-16.103) 11-0 Pe -0.759 166 16-8 22.074 3E(2-0), PO(5-0) 41-8 Pv iai Route 7 DR 1.049 Q=22.56 8.37 C=120 0.162557 29-7 Pf 6.600 109 14-11% q=22.56 K=5.6 16.223 Spr(-16.223) 11-0 Pe -0.750 166 16-8 22.074 3E(2-0), P0(5-0) 40-7 Pv Route 8 ©M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:36PM Page 4 11:- Hydraulic Analysis 1 Job Number: KS0406 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length DR 1.049 0=26.78 9.94 C=120 0.223279 29-3 Pf 8.992 110 14-11% q=26.78 K=5.6 22.864 Spr(-22.864) 11-0 Pe -0.750 174 16-8 31.106 3E(2-0), P0(5-0) 40-3 Pv BL 1.610 0=53.80 8.48 C=120 0.100783 12-0 Pf 1.209 174 16-8 31.106 Pe 162 16-8 32.316 12-0 Pv BL 1.610 Q=81.09 12.78 C=120 0.215297 12-0 Pf 2.584 162 16-8 32.316 Pe 150 16-8 34.899 12-0 Pv BL 1.610 Q=109.45 17.25 C=120 0.374970 9-0% Pf 7.136 150 16-8 34.899 10-0 Pe 0.434 137 15-8 42.468 LtE(2-0), PO(8-0) 19-0% Pv Route 9 DR 1.049 Q=27.02 10.03 C=120 0.227106 30-5% Pf 8.734 111 14-0% q=27.02 K=5.6 23.288 Spr(-23.288) 8-0 Pe -1.147 186 16-8 30.875 4E(2-0) 38-51,4Pv BL 1.610 Q=27.02 4.26 C=120 0.028194 8-2% Pf 0.231 186 16-8 30.875 Pe 174 16-8 31.106 8-2% Pv Route 10 DR 1.049 0=27.29 10.13 C=120 0.231281 29-3 Pf 9.314 112 14-11% q=27.29 K=5.6 23.752 Spr(-23.752) 11-0 Pe -0.750 162 16-8 32.316 3E(2-0), PO(5-0) 40-3 Pv v Route 11 DR 1.049 Q=28.36 10.53 C=120 0.248321 29-3 Pf 10.000 _ 113 14-11% q=28.36 K=5.6 25.649 Spr(-25.649) 11-0 Pe -0.750 150 16-8 34.899 3E(2-0), P0(5-0) 40-3 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 / Actual Inside Diameter \ 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter J ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/19/2008 1:32:36PM Page 5 Hydraulic Analysis Job Number: KS0406 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC Friction Loss K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Pressure Eq. Length Summary Total Length 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 E Velocity pressure at a point in a pipe EE Eel Ee2 FDC fE fEE flg FN tT g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22%° Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap (t ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:36PM Page 6 Hydraulic Graph 1 Job Number: KS0406 Report Description: Ordinary Group II Supply at Node 1 150 I Static Pressure 140.000 135 120 105 90 .y a E 75 co _,505.74 d M55.74 a with hose @ 71.276 streams 60 45 jSvstem demand curve 30 1 10900.00 @ 20.0001 15 IIII11111 111111111 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ) f ) 1 1 1 1 1 1 1 1 I 0-111.111111111 01002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.591 @ 505.74 System Demand 255.74 @ 71.276 System Demand (Including Hose Allowance) 505.74 @ 71.276 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:46PM Page 7 111 Flow Diagram (Top View) 1 Job Number: KS0406 Report Description: Ordinary Group II k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:51 PM Page 8 ZUMIEZ General Notes VICINITY MAP (Suite#2646) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 1 1 0 Without Comments 0 As Noted In Red Por The Attached Letter i ! nese plans ;t,ZL r, ' .'r'"f..'. '.....,'i I_i by The -I uk.:','il3 Fire Prever t�.i,a ..,,.:. ;",t ., 'z: : ,��i,�.f: ��ilrl c:urrc city standard . fa rcr:: er d omissions. 'Ari N''j: a.: s:1.:i1. 4'I J:„i;C't :. {.1 adopted stallt3 ,ic dn(}eiiiPoilsti?i ,ly for the i adequ W)/ With Mk': Gf 31CjCI r. Additk.x s, i �i. ;':-„,,.: ► :, thee dryisrs after this date :ti,'sii VCi'1 i,il r .I7lu^CK' �I1 C1 L�(ili requ1ie c'd resubmittal : r,�F, o : aniids for :.{.ibJegtis t / a Final acc .)t ric,_ i s :.ibje to tied test and inspection by The Tukwila Ewe Prevention Bureau. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE I UKWILA FIRE DEPART Wiz.1,4 4 Please call: 575.4407 and give this job No. —S— )- - and exact address for shut. Town or restoration approval. TICE Wed stam:1 > must be inspect.. before pipe is hung. Donn paint piping prior to hydrostatic test approv&9. 1'ektL•::J F i ¢;r irkMall l.,�Ly'. �� .'F:. nom. •II �N ji Remote Area Ordinary Group II.0.20gpm/ft2 for 1050.73112 FIRE SPRINKLER SYSTEM 118"=1'-0” TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD PIPE NIPPLE MOUNTING BRACKET SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG.909 SIMNEL SWAY BRACE FITTING 72C 310' KWIK BOLT (2 IW EMBED LENGTH) FIG.1000 FAST CLAMP" SWAY BRACEATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE ZUMIEZ Remote Area: Retail # 2646 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / Ft' for 1050 SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 256.05 GPM © 67.00 Ft= Ft` PSI ' At time of Design 14'-11" CLG =33.83% AREA REDUCTION FIG. 4A PIPE CLAMP FOR SWAY BRACE lila LATERAL BRANCHLINE RESTRAINT ila NON -THREADED BRACE PIPE 3)8' KWIK BOLT (21/4' EMBED LENGTH) FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt 111 / HILTI Kwilc Bolt II Drilled Anchor —/ -\ i ( / rJ Cut Rod Lgth Rounded to Nearest Inch Rod Coupling —� Ai Thread Rod Swivel Ring Pipe Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note an Plan: Hanger Number and'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE DAP r;:( 2.1 2008' TukWil (O (40 w Adam Kantner 0) 0 Future Builders CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 26 5.6 Pendent White 155°F G4A Concealed APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R3615 7 5.6 Pendent White 155°F F1 FR Semi-Rec CONT. NO.: KS0406 Total = 33 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 05/19/08 Western States Fire Protection Company 7102.180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTUN/DALLAS/DECATUR /DENVER /DULUTH /HOUSTON /KANSAS CITY tAS VEGAS /MINNEAPOLIS /PHOENIX/PORTLAND/RAPID CITY/ ST. PAUL/ SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Zumiez 2646 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1. OF 1 `� NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. OPERTIN TEMPERATU E +32'F (0' C) TO 100' F (338' C) HUMIDITY: 0-93% RELATIVE HUMIDITY, NON -CONDENSING DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR OUTLET SAMPLING • TUBE FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. li HFP-11 SMOKE DETECTOR ti BEND OR OTHER ;OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. INLET SAMPLING TUBE • NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP 0 0 0 0 470 OHMS EOL DB -11 STANDARD SMOKE DETECTOR BASE { 0 AT LEAST SIX DUCT WIDTHS FROM BEND 0 is INPU ) 9 9 9 9 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR L❑CATION T M-1 • • 1--B--3 _4--5- c c --- c , FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) DATA IN (+) > > ( ) DATA OUT > (+) DATA OUT Jr O FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE • MUSIC COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE+, STOP IF LAST DEVICE {_: FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC END OF LINE DEVICE(3,6K 1/4W) SUPERVISED SWITCH o ti TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE EAR11i 4 GROUT III -�(+) TO OEXT DEVICE OR -->-(-) STOP; IF LAS1`� ,DEVICE w z p TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL 0 SCALE: NONE HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE LAC POWER SOURCE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING HTRI—R o O 0 �t- OSTATUS LED ` o 0 o TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {(+) k HTRI—D FROM XLS CONTROL PANEL OR .[(+) PREVI❑US ADDRESSABLE DEVICE (-) GROUND CO 0 0 0 N.O. COM N.G. RELAY CONTACTS C4.OA @ 125VAC) C4.OA @ 30VDC) END OF LINE DEVICE (3.6K 1/4W) SUPERVISED ,/ SWITCH GROUND HARD LID -- FROM REMOTE POWER SUPPLY C'S' CABLE) TO NEXT DE '.ICE OR EN I ; OF LINE HARD LID --- CEILING SPEAKER SUPPORT TILE BRIDGE 0 0 OSTATUS LED NOT USED:. (STROBE) SPEAKER v ( STR❑BE-) STROBE) SPEAKER LU 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N (0 0 0 O 0 END OF LINE DEVICE 3.6K 1/4W) UPERVISED SWITCH FROM FACP (VOICE CIRCUIT) ('V' CABLE) TO'NEXT • DEVICE DR ENl�i OF LINE 0 z CEILING MOUNTED ------ SPEAKER/STROBE 0O0 J 000 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) Z 0 D Z 0 Z SPEAKERISTROBE AND STROBE WIRING LABEL SCALE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE PREVI❑US ADDRESSABLE DEVICE NOTE 1: VOLTAGE MAX, - CURRENT MAX, - HINT, RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN, LINE SIZE - JUNCTION BOX —, MOUNTED ON CEILING, FLEX \\, 27 VDC 3.5 mA DURING POLLING 10 OHMS 200 FT. (18 -AWG) 0,02uF 0,04uF 14 AWG 18 AWG 0 GND N 'AC ,m 0 0 0 IL1 ; TO NEXT DEVICE ` ; NOTE 2: • ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC, TO GUARANTEE DETECTI❑N. T T 00 0 SPEAKER STROBE,_______ OR STROBE ONLY TO NEXT ADDRESSABLE - DEVICE L 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) PAD -3 JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 L CADDY BAR 0 0 1001 TB1 S m m B O 123456 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - nrt 80" A.F.F. SMOKE DETECTOR ------ SUSPENDED ILLUMINATED CEILINdt TB2 C D 24K mai01 -+- 654321 NAC -4 NAC -3 NAC -2 NAC -1 SMOKE DETECTOR MOUNTING SCALE=NONE A SPEAKER/STROBE TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE DO NOT \STALL ADDRESSABLE INIT A� DEVICES JNTOL FREDROGR, MMED WIT DEVICES ADDRESS. DRAWN BY: (.ANDERSON DESIGNED ;BY: R.VEZZANI DATE: 5/ 12/08 BACKROUND ,PLAN PROVIDED BY: Copyright 2006 by ;Guardian Security Systems, Inc. All Rights Reserved. • i ,-1 u t o x 0 0 0 0 O • . (0: L 0 0 o• N LIS ':. CzC. CTI N W LL E ' L Q ' W_ NJ • N Z W W >; O ' c Z Q Z W F- a) a) aj 0 (0. 0! O O O L_ L 2S 2V 2S,2V m W z FLAG NO ES: 2S,2V T 2S;2V L 110 C ZUMIEZ WESTFIELD SOUTHCENTER MALL SCALE 118"4 FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATI❑N SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR, SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL. FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT, w Q 0 CO 0 N 10 DO \OT INS -ALL ADDRESSABLE NI I T NG DEVOCES U\ IL PREPROGRAMMED WITH DEVICES &&DRESS® co co co J T < d) Z Nw Wo w zz 2 CC Nwp. fr N D 1— Q U uJ H >IN (I) (SCALE: 1 /8" =1 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 12/08 BACKROUND PLAN PROVIDED BY: \JOB NUMBER:. ?ul;:, ; i ri• ht 2006 b Guardian Security S stems, Inc. All Rights Reserve! I :n I SYSTEM CA ZUMIEZ SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations ZUMIEZ FACP ADD ONS Standby: Alarm: ent Load: Standby: Alarm: Total •Total Total Mn SyStem Board T-IVIC ©15CD LIT -MC @30CD ST -MC ©75CD SET -MC @110CD ET-HC@1 ST-HM:0-C@135CD T -HM. C@185CD -M 5CD Z' -MC e30CD 0.0022 0.0635 2 0.009600 0.0022 0.0635 0.0096 Amps Total 0.0023 0.064 0.064 0.021 0.042 ;t • 0.001600 0.0035 dby Current Load: 0.0731 0.0731 For 24 Hours = 1.754 Amp -hours 0.0015 rin Current Load: For 5 Minutes= Amp -hours SI:ndbyigurrent Load: *In Cdrrent Load: For 24 Hours = Amp -hours 25% Derating= Amp -hours For 5 Minutes= Amp -hours Total System Current Load: Amp -hours 25% Derating= Amp -hours ery Pair to be Used: 12VDC Amp -hours - TT Amp -hours 12VDC Amp -hours •-•• ...... ; ""•\ BATTERYSZ CALCULATION 1 0 -- ,---- . \„. .v., • , 0 „ - 11\k ‘11 • C'Ik / k I \ ki•-= ;: • . i.• • FORTH r, 4\‘` A / -\ • / \ -;•\ ______ \ ---- _,_„.....,-..------_---:-..------- •fl, ‘....._.: ...----- ,,..„..?_,-4_----;-_-r,--------\--i \ \ \ A_ \ i __,C3 ---,•• 1 1 \ __--,---- v- „,-.,.-...,-„--.-------A•k k \ \ ,.,.,--,-.4„.• „. ..,. •-• N,, 0 „ •-..,..._ ••• , . • •-..---r- „., • - ; ...... \f -7,1r,-.'":71,_ .,•--; • „‘ •t . . .. 11, < I .. ......._ ',,‘ :„.,...,,_,..„„'-. ____2 _1_ 1:a ty:Et ZUMIEZ WESTFIELD SOUTHCENTER MALL AIT SCALE 1132°4 a Panel: ZUMIEZ Date: May 27 2008 CIRCUIT: S1 QTY •Device Type 1 SET -MC @l5CD 1 SET -MC @30CD Alarm Current • 64 98 1 SET -MC @75CD 1 SET -MC @110CD 0 • SET-HMC-C6115CD 0 SET-HMC-C@177CD 0 •SET -HMC @135CD 0 SET -HMC @185CD • 1 Z-MC@15CD • 0 0 175 233 318 445 318 Alarm Total _64 • 98 175 VVire Size Wire Resistance 1.62 RENT TOTAL 634 Wi • Len'gVoltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL * 2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) • _ _Voltage Drop ( Et_ (E=1*R) 2.11 233 0 64 EOL Voltage (20.4 - E) Z-MC@30CD SET-MC-CW@110CD DEVICES= 5 • 98 PROJECT: Panel: Date: CIRCUIT: 233 • TOTAL mA= 0 634 12 Notification Appliance •WESTFIELD SOUTHCENTER MALL ZUMIEZ QTY • 4 May 14,2�08: SPEAKER CIRCUIT Device Type 70.7V 1/8. 19.064796 634 mmtraer.e.,•..*rtclentra. Detail : r .141 CURRENT TOTAL Wire Resistance 2.68 7.2 0.63 1.34 19.06 WeNtr•••••• 0 Alarm Current • 1.8 0 0 Alarm Total 7.2 Wire Size Voltage at EOL Circuit Total •Total Wire Resistance ( R ) 3.10 • (WL*2 )*(R/ft) • Total Device Load, Amps (1) • 0.01 (Total Cct Load) Voltage Drop ( E) (E= I * R) EOL Voltage (20.4 - E) 75 C 110 C 30 15 LL 20.3777088 EOL -S1 721_ DRAWN BY: !ANDERSON DESIGNED BY: R.VEZZANI DATE:5 /1 2/08- BACKROUND PLAN 'poyiDEp,,BY: •.' 0Ei NUMBER: ALCULATION Copyright 2006 b Guardian Securit Systems, Inc. All Rights Reserved SYMBOL LEGEND ZUMIEZ General Notes VICINITY MAP (Suite#2646) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ON Y NOT TO SCALE REVISIONS Remote Area Ordinary Group II.0.20gpm/ft2 for 1050.73ft2 13! FIRE SPRINKLER SYSTEM 1/8"=1'-0" Sprinkler Legend ZUMIEZ Remote Area: Retail # 2646 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 FN DENSITY .20 GPM 1 Ft' for 1050 FN SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 256.05 GPM © 67.00 PSI TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE i SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FIG. 909 SWIVEL SWAY BRACE FITTING FLEXHEAD DETAIL NOT TO SCALE \\ BRACE PIPE 3/9' KWIK BOLT (21A1' EMBED LENGTH) FIG.1000 ' FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE At time of Design 14'-11" CLG.=33.83% AREA REDUCTION 1 3 5_ 7 9 11 �- ->o � 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 26 5.6 Pendent White 155°F G4A Concealed APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R3615 7 5.6 Pendent %' White 155°F F1 FR Semi-Rec CONT. NO.: KS0406 HANGER SYMBOL Total = 33 DRAWN BY: Adam Kantner BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE: 06/19/08 LAT 3/9' KWIK BOLT 12114' EMBED LENGTH) FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A - PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT hS/l NON -THREADED BRACE PIPE RAL BRANCHLIKE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III / HILTI Kwik Bolt II Drilled Anchor \ / ( / Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALE000EROUE /AUSTIN / DALLAS /DECATUR I DEN/ER /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX / PORTLAND/RAPID CITY/ ST. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Zumiez 2646 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM N Q) N w z 0 Adam Kantner Future Builders CONTRACTOR SHEET FP -1 OF 1 12'-10314"VIF .gut 0: (16.02 TYP 20'-4314"VIF 20'-4314"VIF. EQ EQ 20'-4314"VIF EQ EQ EQ EQ 1 1 ee 16'-0 TYP �+ CENTERLINE OF SOFFIT AND CASHWRAP BELOW 00.01 . 149.02 )-T 08.02 16.01—) Q EQ . 7 EQ EQ Int Design per NFPA 13 — Ordinary Hazard Group 2 All materials to be new, U.L. listed and F.M. approved All heads to be at least 6' apart with no obstructions Existing uprights to remain — Relocate Reliable Model G5-56 165° Concealed Pendents 1/2 x '/ CENTERLINE OF SOFFIT AND CASHWRAP BELOW RETAINER STRAP WHERE REQUIR IN SEISMIC AREAS TOP BEAM/ C—CLAMP WITH SET SCREW - 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS + • • 43'-5 1/4 "• FlexHead Sprinkler Drop Without Comments As Noted in : Red Per The Attached Lett I,cse plans have heell'I•eviewed by The Ti ', :-"entian Bureau for conformance wiOtt ct :',dards. AccepraiiG:e- 1` ';:uhject to error, rii.ssiorts'which do nuc a idiorize ��iolatfcart: .:indards and ars` it nc.. The respoi",01 ;jecojacy of desk;r. t I'..",i:'.. >"r)Czllh! it'dith the b ,•,ddit•ions, deletion` Q; i ; (:!G l ;;',ons 1;Q nes di Cols date. 1Aflli void ft; ?...c Yppc rice anrl.will resubmittai ():i revised subsegt Final acceptance Iw suf• )ect to rield test and The Tukwila Eire Prevention Bureau, • Date: 2— By: i S( f r. • Ikwila Fire rrent City and' OF adopted cy, i'or the signer.. ' swings after equire a .ient approval. Inspection'by aha iDi-1.R M.EPI I'. • Piea: asll•2O6-5.75-^!4«,'7 Fsod give this Fire i erCtmit No. • and exact address 'for. shun`-. .down or restoration 4pprovvi. . Corrugated stainless steel hose with stainless steel braid available In 2', 3',4',5' & 6' legnths • • Multi -Port Bracket • Adjustable Hub I1111 FLEXHEAD lNDUSJeies • Flexhead ommercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 M NOY FEU PROTECTION SPRINKLER SYSTEMS John Thornes DeMartino 9794.10914O Level Crown Fire Protect$on, Inc. CROWNFPO44LL 1-b Iba CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Z. u ni WESTFIELD SOUTHCENTER yIgOUTHCENTER MALL SUITE 2I15 PAD TUKWILA, WASHINGTON 98188 JAIL. 2 J 2019 ZUMIEZ STORE #019 'UK ii' f FIR DATE; 019 DRAWN: SCALE: Y g 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; wti. f visions to these drawings after this date will void th ,;-ceptance and will require a resubmittal of. re.vis i deawings for subsequent approval. Final acceptance Is s`-Aotect to field test and inspection by The TukWil ` are encion Bureau. T ?L_1`N u v1 'E TL 1 RnS''efii.A FIRE DEPARTMENT,. 2.06-575-4:407 and s �rs � e P8's,� ". NO. an(l C lmct c'; 4:iy ess for shut- down hutdown or restoration pprovaL RE FA- 0 "I SYSTEV I\ FORMATIO\ FA -02 TYPICAL WIRI\G A\ 3 V OU\TI\G DETAILS FA -03 SYSTEV CALC, LATI O \ S A\ 3 SI\ GLE LI\E 3IAG RA V =A-0 L FRE ALAR VI SYST Vl PLA\ SHEET INDEX ADD 2 NEW CEILING MOUNT STROBES TO AN EXISTING FIRE ALARM SYSTEM SCOPE OF WORK WI SC D L A\ D CO\SUIT FILL C AST WIRE DESIGNATI-\ SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) C' STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPLP RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPLP RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPLP RED (JACKET) V' SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPLP RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPLP RED (JACKET) CO\SUIT FILL CHAT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/8" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 WIRE DESIGNATION TE DITI FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NU1IBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE NOUNTED IN DIRECT AIR STREAM OF .AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A. -.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED U\TIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NEPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. 23. NEPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY E 2 E E E E E E SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT BPS E REMOTE BOOSTER POWER SUPPLY (EXISTING) PAD -3 SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP FIRE ALARM STROBE (NEW) ZR -MC -CW SIEMENS 4S BOX CEILING DUCT SMOKE DETECTOR (EXISTING) DUCT DETECTOR E TEST SWITCH (EXISTING) FDBZ492-HR W/ HFP-11 DET. SIEMENS DUCT HOUSING VERIFY IN FIELD TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -R INTERFACE MODULE E WITH RELAY (EXISTING) HTRI-R SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM SE SPEAKER STROBE (EXISTING) SET -MC -CW SIEMENS 4S DEEP W/ 1-1/2 EXTN CEILING FIRE ALARM S E SPEAKER STROBE (EXISTING) SET -MC -W SIEMENS 4S DEEP W/ 1-1/2 EXTN 80" A.F.F. TO BOTTOM FIRE ALARM E STROBE (EXISTING) ZR -MC -W SIEMENS 4S BOX 80" A.F.F. TO BOTTOM CIE TENANT J- BOX F.B.O. F.B.O. VERIFY IN FIELD END -OF -LINE RESISTOR A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N /A E EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N /A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A SYMBOLS LEGEND A EEUNATr,I ZUMIEZ 2800 / SUITE 2115 I) U 0 L_ THAI 1 co ::,I RE I f (I; I L .. J /'LT] 006'61J - \ GRILL \ Ro ;FF/ \X - Tli±TLd It TERRACE 1 PAID FE3 C 7 2019 TU ILA FGRE i 4") CID 0" 03 N LL u') 1D CV LLJ RELEASE/REVISIONS I DESCRIPTION SHOP DRAWINGS w 1-- 0 0 N a 0 z <1 0 0 d w N cc CQ CC LT CV I --co nm wz JO <0 mZ L.LiQ W� i SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE:02/06/ 1 9 BACKROUND PLAN PROVIDED BY: \,0B NUMBER:43098-1 GENERAL NOTES SITE PLAN SHEET Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved FAO 1 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TUBE OUTLET SAMPLING TUBE INLET SAMPLING DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO TRU THE DUCT AND BE CAPPED. L AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-6011Z — DEDICATED EMERGENCY INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ — 1 2+ 2— 2 NC C NO + — + — + — + — + — FROM EXISTING MAIN FACP C CABLE C' CABLE (-) (+) (-) (+) HARD LID CEILING NAC S4 NAC S3 ) NAC S2 NAC S1 PAD -3 POWER SUPPLY WIRING DETAIL HARD LID SPEAKER SUPPORT TILE BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE ooh %o 000 000 SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) () () STROBE SPEA<ER (+) (—) fl FROM PREVIOUS ADDRESSABLE DEVICE HFP-11 TB1 O 9O 10 NO COM NC TO FAN SHUTDOWN EOLR 470 SWITCH + — INPUT LED TSM -1 0 00 , TO NEXT ADDRESSABLE 7/o 0 DEVICE all ®13 ®14 00 HTRI-R 0 NO COM B NC 0 0 TYPICAL DUCT DETECTOR/HTRI-R MODULE/TSM-1 SWITCH WIRING DETAIL C C (+) (—) STR❑3E o (+) {-) STROBE SPEAKER (+) SPEAKER STROBES & STROBES ONLY WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS TO NEXT DEVICE OR END OF LINE RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved WASHINGTON 98I3A w W Cf) L.1) CV �v 1— c� U) ('.J �i- I� J W RELEASE/REVISIONS m LLJ CZ 0 0 DESCRIPTION SHOP DRAWINGS W d 0 cV 0 z w .& co OF... -Es 0CDZ Q O IN w „LAT, T D w J =J LU cc 0 LL I- 0 co :Z"8 W ui6; C) 4tt EE _; /SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/06/19 BACKROUND PLAN PROVIDED BY: ,OB NUMBER: 43098- 1 SHEET FA -02 A B C D E F G H J K FIRE ALARM BOOSTER Project: ZUMIEZ Panel: EXISTING BPS PAD-3REMOTE Date: February 6, 2019 Module/Device POWER Qty SUPPLY POWER Standby (mA) BATTERY SUPPLY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Power Module 1 15 15 0 140 140 0 TOTAL FIRE ALARM POWER SUPPLY 15 140 Auxiliary Device Current 0 0 : Notification Appliance Load (Max. Total / mA) 0 2494 -Toal(A)= 15 Total(B)= 2634 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 15 2634 Total current ratings converted to amperes (line D x .001) 0.015 2.634 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 O Multiply lines E and F Total Standby AH 0.36 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.2194122 Add lines G and I Total Standby and Alarm AH 0.5794122 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 0.69529464 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 *** RECOMMENDED MINIMUM BATTERY SIZE = 12VDC 7.0 AMP -HOUR *** Notification Appliance Circuit Detail PROJECT: ZUMIEZ Panel: EXISTING BPS PAD -3 REMOTE POWER SUPPLY Date: February 6, 2019 Wire Resistance 2.58 CURRENT TOTAL= 2494.00 1 1 1 2 2 DEVICE ZR -MC -W @15cd SET -MC -W @15cd SET -MC -CW ai750 SET -MC -CW a@9Scd ZR -MC -CW @15cd 7 64 64 200 264 69 TOTAL mA= Total Wire Resistance (R Total Device Load, Amps (I) Voltage Drop ( E ) EOL Voltage 64 64 200 528, 138 994 14 320 22.36 994 (WL*2)*(Rift) (Total Cct Load) (E= I * R) 24 - E) 1.65 0.99 1.64 22.36 SET -MC -CW. a°I5cd. SET -MC -CW @30cd 111 0 SET -MC -CW @75cd 200 0 SET -MC -CW @95cd 264 0 ZR -MC -CW @a 15cd 69 0 DEVICES MAXIMUM LOAD TOTAL mA= 1500 14 Total Wire Resistance (R ) Total Device Load, Amps (I) Voltage Drop (E ) EOL Voltage 24.00 1500 ( WL * 2 )* (Rift) (Total Cct Load) (E=1*R) 24 - E) . 0.00 1.50 0.00 24.00 CALCULATIONS TO EXISTING SPEAKER CIRCUIT TO EXISTING BPS REMOTE BOOSTER POWER SUPPLY TO EXISTING DATA LOOP J 15Cd 15Cd 2S,2V E 2S,2V YIN( o 15Cd EXISTING TENANT J -BOX SINGLE LINE DIAGRAM HT -R 75Cd D,I 1 HT -R 21 TSM 95Cd 95Cd RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved SO., SEATTLE, WASHINGTON 00 N RELEASE/REVISIONS REV. BY: CD M 0 I DESCRIPTION SHOP DRAWINGS DATE 0 C. O N O Z NCO r Herrn a o a 0 >w co w J I --J CC©n co N SINGLE LINE DIAGRAM 0 0 0 0 w ?„2 SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/06/ 19 BACKROUND PLAN PROVIDED BY: __JOB NUMBER: 43098--11 SHEET Fr'L-Q SYORAGE 601 E AREA: 141 SF 75Cd VE 15Cd EXISTING TOILET Room 15cd 1008i SKATE CASE A.• N't '1,1,17Fr 101k1;:'',T*11, ,**0**0****V*WWWWtsfe**40411#94.44,49/KW1*******0064* *0 kl*Ottr,* 'voetwetremot Aotoolotwooratteatms: • VE 95Cd r-- • ! ! ESSIBLE [lAgING ROOMS 005 1 RETAIL AREA rd AREA: 1,592 SF •r'4,T1,1, N;*1 FIRE ALARM SYSTEM PLAN 0 Cashvvr(Jp .1 WV* q* 71! Inettro flit**40. 41,111-1., OtAt.fr**,4*4144t, ,40,41; 1,,i5701,1'1,7,,,7,71717,•770, FLAG NOTES: EXISTING RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. EXISTING DUCT DETECTOR, RELAY MODULE & TEST SWITCH. ,;.t1,-;;;;;;„;.,; ,„ • "' -7,1•,,7,12;77.!7.1,',74117,7* "V72;1:r.1 VE 95Cd IC' Ir'r-7`"'"--1'-11-1/ • /-1; ; It' • , - RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved w 4, pe* WASHINGTON LIJ F— uj1— (1) LC LCD Ci) H- N') Li RELEASE/REVISIONS 0 ITLIT EE (r) Lu 0 (./) 0 z 0 0 a. LU — CY) 0 0 0 6ALE: I 0" --"Th DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE:02/06119 BACKROUND PLAN PROVIDED BY: J013 NUMBER:43098-1} 04 SHEET FA 2646 SOUTHCENTER MALL ASSOCIATED PERMITS 19-F-034 08-F-246 19-S-031 08-S-220 issfrztv J0►ats SITE LOCATION CITY OF TUIcWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applies' tines and plans mast be complete in ordea to be accepted for plan inview **PLEASE PRINT** King Co. Assessor's Tax No.: / OZ (17— oo/o Site Address: 2 (Q Soo kceMe(' Met ( Suite Number: 2115. Floor. 2. Tenant Name: 2 U m .k e Z New Tenant? D- Yes 14- No Property Owner's Name: WI ba; / - v d Q,n co - was f e ld Mailing Address: 9/05- -10S o I d O rG (1 r ij (f t S ,/; - 60 7(eo k i e. IL (, 0 0'77 City State zm CONTACT PERSON -if there are questions about the submittal. Name: ' e. 5 51 c, al Ro ( in fi r m Day Telephone: LI 2 S-:`-1 $/766 q Company Name: 6 r n rt re- Pro -•(-cc. bdAI C - Mailing Address: PO 13°x 1 z rr 3 gut( Cil- q 08?.. E -Mail Address: .1e:J5 ► L q C' -Lr o tA n o y A Fax Number: (2S / t/ (9(q j • t (2 s' twila NICET III number 0t7 _/n�fi.t - (oloci - GBusiness L=nu 6L 5 -'o c q 5 $I z Total number of newlreloc ated devices or sprinkler heads: •3 Valuation of Project (contractor's bid price): $ 10 0 O Scope of Work (please puvide detailed information): a.,2 ` 0 C a�-{ (� S 64 rhe - 2. U m , e Si-bre-Fro/14 PERMIT APPLICATION NOTES Vade of Construction — la all uses, a value of constrpction amount should be entered by the applicant, This fie wilt 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'#he work on the site authorized by such permit is commenced within 180 daps ager its issulance,,or ifthe work authorized on the site by such permit is suspended or abandoned for a period of 180 says ager the time the work is The Fire Marshal is authorized to grant; in .. writing, one or more extensions oftime, for periods not mane than 180 days each. The ertaisioa shall be requested in writing and justifiable cause destated. I HEREBY CERTIFY THAT I HAVE READ ID 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:�r ' C �►- ° n Date: 112311 9 Print Name: Cr( -c e MO f/a!1 n TT 1 e: 1/25 L/(/7 ( q Plan Permit App doc V 8rz2/14 'fFD FP Focin 8 ' SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.C' M Cf) l7 Site Address: (r2 6vinrkt plJ, Suite Number: Floor: 42 Tenant Name: 4_Ur - e7,- New Tenant? ❑ - Yes- No Property Owner's Name: et`(--cLt ,,3 c4 Ct-4-e: Mailing Address: 5Qo�, r )� `:�(�(�� �v(� . 11�� i-� 1!'eiac,k t CA `-' 2(Q(( l City State Zip CONTACT PERSON -if there are questions about the submittal. Name714P eXt)(CirkitiTAVN Day Telephone: Pli)1Q —?M(q Company Name: Cku.CtX ktDXx t 1 � x l *13 y kern Mailing Address: VII -k7) L4 !`\'/e �'5 6ec Q v C bt4 City State Zip E-mail AddressAVOYCtXt,DV1/4.Z ( thj' Ltitt Onvn (CrFax Number: Cdntractor's City of Tukwila _ ¢ NICET III number: Business License number: .. C `? - Total number of new/relocated devices or sprinkler heads: _ . Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): e ci\nv(QYl\-k-- tryvre tN , DUVAL C2)dev(r-e. 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'C Print Name:, t )PJ \(P cvx� �t Plan Permit App.doc 8t22/14 TFD FP Form 8 Date: t tDI Day Telephone: Pep) CPR) -"CJD FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Zumiez 2646 Southcenter Mall Permit No.: 08-S-220 Date: May 22, 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). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Zumiez 2646 Southcenter Mall Permit No.: 19-S-031 Date: February 25, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. 111 Hydraulic Summary Job Number: KS0406 Report Description: Ordinary Group II Job Job Number KS0406 Design Engineer Adam Kanter Job Name Zumiez State Certification/License Number WESTESF136QF Address 1 2646 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila State Wa Zip Code 98188 Drawing Name FP-1.cad System_ . __ . Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 1050.73ft2 (Actual 1050.73ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 11 Coverage Per Sprinkler 100.00ft2 if ,; / 1 ��r ��� & ✓ ` 0 I � y J Total Hose Streams 250.00— System Flow Demand 255.74 Total Water Required (Including 505.74 Hose Allowance) Maximum Pressure Unbalance In Loops 0.000 144410 IMPOSP'' Maximum Velocity Above Ground 23.05 between nodes 140 and 166 Maximum Velocity Under Ground 0.97 between nodes 1 and 378 Volume capacity of Wet Pipes 3418.79ga1 Volume capacity of Dry Pipes 0.84ft3 Supplies Hose Flow Static Node (gpm) (psi) Residual (psi) @ Flow (gpm) Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.591 505.74 71.27668.315 Contractor Contractor Number KS0406 Contact Name Adam Kantner Contact Trtle Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension - __ - Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City Redmond State WA Zip Code 98052 Web -Site [l ©M.E.P.CAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:21 PM Page 1 989 Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: KS0406 Report Description: Ordinary Group II Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler 113 20.00 5.6 112 20.00 5.6 109 20.00 5.6 Sprinkler 108 22.47 20.00 5.6 Sprinkler 110 26.78 20.00 5.6 Sprinkler 107 20.50 20.00 5.6 Sprinkler 106 20.42 20.00 5.6 Sprinkler 111 27.02 20.00 5.6 103 20.00 20.00 5.6 Sprinkler 104 20.14 20.00 5.6 Sprinkler 105 20.20 20.00 5.6 28.36 27.29 22.56 c> Sprinkler » Most Demanding Sprinkler Data 25.649 23.752 16.223 16.103 22.864 13.398 13.292 23.288 12.755 12.940 13.015 M.E.P.CAD, Inc. `� AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:28PM Page 2 4 Node Analysis Job Number: KS0406 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 98 17-3 PO(26-4) 44.829 100 18-6 fE(8-11%) 44.864 101 15-8 fEk8-11') 45.002 102 17-3 fE(8-11'/2) 44.623 137 15-8 2P0(8-0) 42.468 140 15-8 2P043:0L 42.407 150 16-8 P0(5-0) 34.899 162 16-8 P0(5-0) 32.316 166 174 178 186 16-8 2P0(5-0) 22.074 16-8 PO(5-0) 31.106 16-8 2P0(5-0) 18.178 16-8 E(2-0) 30.875 190 16-8 2P0(5-0) 17.156 197 202 330 336 16-8 E(2-0) 17.100 17-10 47.634 -16-1 2P0(43-1) 63.232 -16-1 63.651 378 -12-4 BFP(-5.000) 67.038 113 14-11'/2 Spr(-25.649) 25.649 28.36 112 14-111/2 Spr(-23.752) 23.752 27.29 109 14-111/2 S. r -16.223 16.223 22.56 108 14-11 Spr(-16.103) 16.103 22.47 110 _ 14-11% Spr(-22.864) 22.864 26.78 107 14-11% fir( -13.398) 13.398 20.50 106 14-11% Spr(-13.292) 13.292 20.42 111 14-0'/2 Spr(-23.288) 23.288 27.02 103 14-0 Sark 12.755) 12.755 20.00 104 14-0 Spr(-12.940) 12.940 20.14 105 14-0 Spr( 13.01 13.015 20.20 1 -22-0 S 71.276 255.74 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:32PM Page 3 ©M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:36PM Page 4 f Hydraulic Analysis ' 1 Job Number: KS0406 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length v Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 31-7% Pf 5.547 103 14-0 q=20.00 K=5.6 12.755 Spr(-12.755) 11-0 Pe -1.147 190 16-8 17.156 3E(2-0), PO(5-0) 42-7% Pv BL 1.610 Q=60.35 9.51 C=120 0.124629 8-2% Pf 1.022 190 16-8 17.156 Pe 178 16-8 18.178 8-2% Pv BL 1.610 Q=101.26 15.96 C=120 0.324697 12-0 Pf 3.896 178 16-8 18.178 Pe 166 16-8 22.074 12-0 Pv BL 1.610 0=146.29 23.05 C=120 0.641285 21-0% Pf 19.899 166 16-8 22.074 10-0 Pe 0.434 140 15-8 42.407 LtE(2-0), PO(8-0) 31-0% Pv CM 4.260 0=146.29 3.29 C=120 0.005611 11-0 Pf 0.062 140 15-8 42.407 Pe 137 15-8 42.468 11-0 Pv CM 4.260 0=255.74 5.7.6 C=120 0.015771 151-8 Pf 2.533 137 15-8 42.468 8-11% Pe 101 15-8 45.002 fE(8-11'/) 160-7% Pv RN 4.260 0=255.74 5.76 C=120 0.015771 1-7 Pf 0.307 101 15-8 45.002 fE(8-11%) 17-11 Pe -0.686 102 17-3 44.623 fE(8-11%) 19-6 Pv CM 4.260 Q=255.74 5.76 C=120 0.015771 13-1 Pf 0.206 102 17-3 44.623 Pe 98 17-3 44.829 13-1 Pv RN 4.260 Q=255.74 5.76 C=120 0.015771 1-3 Pf 0.576 98 17-3 44.829 P0(26-4) 35-3% Pe -0.542 100 18-6 44.864 fE(8-11%) 36-6% Pv CM 4.260 Q=255.74 5.76 C=120 0.015771 139-5 Pf 2.481 100 18-6 44.864 17-11 Pe 0.289 202 17-10 47.634 2fE(8-11%) 157-4 Pv CM 6.357 0=255.74 2.59 C=120 0.002245 180-10 Pf 0.894 202 17-10 47.634 217-5% Pe 14.704 330 -16-1 63.232 12fE(12-7), BV(12-7), fE(10-0), 398-3% Pv CV(40-3), GV(3-9'/2) BL 8.329 0=255.74 1.51 C=120 0.000602 17-10 Pf 0.419 330 -16-1 63.232 P0(43-1) 678-3% Pe -0.000 336 -16-1 63.651 2fE(16-0), 14P0(43-1) 696-1'/2 Pv MS 10.020 Q=255.74 1.04 C=120 0.000245 20-2 Pf 5.021 336 -16-1 63.651 67-0 Pe -1.635 378 -12-4 67.038 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv UG 10.400 0=255.74 0.97 C=140 0.000154 112-10% Pf 0.038 378 -12-4 67.038 137-1% Pe 4.200 1 -22-0 71.276 4LtE(25-6), 2EE(17-6%), S 250-0 Pv oio Route 2 DR 1.049 0=20.14 7.48 C=120 0.131873 29-8 Pf 5.363 104 14-0 q=20.14 K=5.6 12.940 Spr(-12.940) 11-0 Pe -1.147 190 16-8 17.156 3E(2-0), P0(5-0) 40-8 Pv 4 Route 3 DR 1.049 0=20.20 7.50 C=120 0.132578 31-51/2 Pf 5.233 105 14-0 q=20.20 K=5.6 13.015 Spr(-13.015) 8-0 Pe -1.147 197 16-8 17.100 4E(2-0) 39-5% Pv BL 1.610 0=20.20 3.18 C=120 0.016459 3-4 Pf 0.055 197 16-8 17.100 Pe 190 16-8 17.156 3-4 Pv aD Route 4 DR 1.049 0=20.42 7.58 C=120 0.135189 30-8 Pf 5.636 106 14-11% q=20.42 K=5.6 13.292 Spr(-13.292) 11-0 Pe -0.750 178 16-8 18.178 3E(2-0), P0(5-0) 41-8 Pv Route 5 DR 1.049 0=20.50 7.61 C=120 0.136186 29-7 Pf 5.530 107 14-11%. q=20.50 K=5.6 13.398 Spr(-13.398) 11-0 Pe -0.750 178 16-8 18.178 3E(2-0), PO(5-0) 40-7 Pv a. Route 6 DR 1.049 0=22.47 8.34 C=120 0.161440 30-8 Pf 6.730 108 14-11 q=22.47 K=5.6 16.103 Spr(-16.103) 11-0 Pe -0.759 166 16-8 22.074 3E(2-0), PO(5-0) 41-8 Pv iai Route 7 DR 1.049 Q=22.56 8.37 C=120 0.162557 29-7 Pf 6.600 109 14-11% q=22.56 K=5.6 16.223 Spr(-16.223) 11-0 Pe -0.750 166 16-8 22.074 3E(2-0), P0(5-0) 40-7 Pv Route 8 ©M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:36PM Page 4 11:- Hydraulic Analysis 1 Job Number: KS0406 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length DR 1.049 0=26.78 9.94 C=120 0.223279 29-3 Pf 8.992 110 14-11% q=26.78 K=5.6 22.864 Spr(-22.864) 11-0 Pe -0.750 174 16-8 31.106 3E(2-0), P0(5-0) 40-3 Pv BL 1.610 0=53.80 8.48 C=120 0.100783 12-0 Pf 1.209 174 16-8 31.106 Pe 162 16-8 32.316 12-0 Pv BL 1.610 Q=81.09 12.78 C=120 0.215297 12-0 Pf 2.584 162 16-8 32.316 Pe 150 16-8 34.899 12-0 Pv BL 1.610 Q=109.45 17.25 C=120 0.374970 9-0% Pf 7.136 150 16-8 34.899 10-0 Pe 0.434 137 15-8 42.468 LtE(2-0), PO(8-0) 19-0% Pv Route 9 DR 1.049 Q=27.02 10.03 C=120 0.227106 30-5% Pf 8.734 111 14-0% q=27.02 K=5.6 23.288 Spr(-23.288) 8-0 Pe -1.147 186 16-8 30.875 4E(2-0) 38-51,4Pv BL 1.610 Q=27.02 4.26 C=120 0.028194 8-2% Pf 0.231 186 16-8 30.875 Pe 174 16-8 31.106 8-2% Pv Route 10 DR 1.049 0=27.29 10.13 C=120 0.231281 29-3 Pf 9.314 112 14-11% q=27.29 K=5.6 23.752 Spr(-23.752) 11-0 Pe -0.750 162 16-8 32.316 3E(2-0), PO(5-0) 40-3 Pv v Route 11 DR 1.049 Q=28.36 10.53 C=120 0.248321 29-3 Pf 10.000 _ 113 14-11% q=28.36 K=5.6 25.649 Spr(-25.649) 11-0 Pe -0.750 150 16-8 34.899 3E(2-0), P0(5-0) 40-3 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 / Actual Inside Diameter \ 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter J ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/19/2008 1:32:36PM Page 5 Hydraulic Analysis Job Number: KS0406 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC Friction Loss K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Pressure Eq. Length Summary Total Length 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 E Velocity pressure at a point in a pipe EE Eel Ee2 FDC fE fEE flg FN tT g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22%° Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap (t ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:36PM Page 6 Hydraulic Graph 1 Job Number: KS0406 Report Description: Ordinary Group II Supply at Node 1 150 I Static Pressure 140.000 135 120 105 90 .y a E 75 co _,505.74 d M55.74 a with hose @ 71.276 streams 60 45 jSvstem demand curve 30 1 10900.00 @ 20.0001 15 IIII11111 111111111 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ) f ) 1 1 1 1 1 1 1 1 I 0-111.111111111 01002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.591 @ 505.74 System Demand 255.74 @ 71.276 System Demand (Including Hose Allowance) 505.74 @ 71.276 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:46PM Page 7 111 Flow Diagram (Top View) 1 Job Number: KS0406 Report Description: Ordinary Group II k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/19/2008 1:32:51 PM Page 8 ZUMIEZ General Notes VICINITY MAP (Suite#2646) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 1 1 0 Without Comments 0 As Noted In Red Por The Attached Letter i ! nese plans ;t,ZL r, ' .'r'"f..'. '.....,'i I_i by The -I uk.:','il3 Fire Prever t�.i,a ..,,.:. ;",t ., 'z: : ,��i,�.f: ��ilrl c:urrc city standard . fa rcr:: er d omissions. 'Ari N''j: a.: s:1.:i1. 4'I J:„i;C't :. {.1 adopted stallt3 ,ic dn(}eiiiPoilsti?i ,ly for the i adequ W)/ With Mk': Gf 31CjCI r. Additk.x s, i �i. ;':-„,,.: ► :, thee dryisrs after this date :ti,'sii VCi'1 i,il r .I7lu^CK' �I1 C1 L�(ili requ1ie c'd resubmittal : r,�F, o : aniids for :.{.ibJegtis t / a Final acc .)t ric,_ i s st.ibje to tied test and inspection by The Tukwila Ewe Prevention Bureau. WEST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE I UKWILA FIRE DEPART Wiz.1,4 4 Please call: 575.4407 and give this job No. —S— )- - and exact address for shut. Town or restoration approval. TICE Wed stam:1 > must be inspect.. before pipe is hung. Donn paint piping prior to hydrostatic test approv&9. 1'ektL•::J F i ¢;r irkMall l.,�Ly'. �� .'F:. nom. •II �N ji Remote Area Ordinary Group II.0.20gpm/ft2 for 1050.73112 FIRE SPRINKLER SYSTEM 118"=1'-0” TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD PIPE NIPPLE MOUNTING BRACKET SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG.909 SIMNEL SWAY BRACE FITTING 72C 310' KWIK BOLT (2 IW EMBED LENGTH) FIG.1000 FAST CLAMP" SWAY BRACEATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE ZUMIEZ Remote Area: Retail # 2646 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / Ft' for 1050 SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 256.05 GPM © 67.00 Ft= Ft` PSI ' At time of Design 14'-11" CLG =33.83% AREA REDUCTION FIG. 4A PIPE CLAMP FOR SWAY BRACE lila LATERAL BRANCHLINE RESTRAINT ila NON -THREADED BRACE PIPE 3)8' KWIK BOLT (21/4' EMBED LENGTH) FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt 111 / HILTI Kwilc Bolt II Drilled Anchor —/ -\ i ( / rJ Cut Rod Lgth Rounded to Nearest Inch Rod Coupling —� Ai Thread Rod Swivel Ring Pipe Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note an Plan: Hanger Number and'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE DAP r;:( 2.1 2008' TukWil (O (40 w Adam Kantner 0) 0 Future Builders CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 26 5.6 Pendent White 155°F G4A Concealed APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R3615 7 5.6 Pendent White 155°F F1 FR Semi-Rec CONT. NO.: KS0406 Total = 33 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 05/19/08 Western States Fire Protection Company 7102.180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTUN/DALLAS/DECATUR /DENVER /DULUTH /HOUSTON /KANSAS CITY tAS VEGAS /MINNEAPOLIS /PHOENIX/PORTLAND/RAPID CITY/ ST. PAUL/ SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Zumiez 2646 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1. OF 1 `� NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. OPERTIN TEMPERATU E +32'F (0' C) TO 100' F (338' C) HUMIDITY: 0-93% RELATIVE HUMIDITY, NON -CONDENSING DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR OUTLET SAMPLING • TUBE FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. li HFP-11 SMOKE DETECTOR ti BEND OR OTHER ;OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. INLET SAMPLING TUBE • NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP 0 0 0 0 470 OHMS EOL DB -11 STANDARD SMOKE DETECTOR BASE { 0 AT LEAST SIX DUCT WIDTHS FROM BEND 0 is INPU ) 9 9 9 9 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR L❑CATION T M-1 • • 1--B--3 _4--5- c c --- c , FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) DATA IN (+) > > ( ) DATA OUT > (+) DATA OUT Jr O FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE • MUSIC COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE+, STOP IF LAST DEVICE {_: FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC END OF LINE DEVICE(3,6K 1/4W) SUPERVISED SWITCH o ti TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE EAR11i 4 GROUT III -�(+) TO OEXT DEVICE OR -->-(-) STOP; IF LAS1`� ,DEVICE w z p TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL 0 SCALE: NONE HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE LAC POWER SOURCE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING HTRI—R o O 0 �t- OSTATUS LED ` o 0 o TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {(+) k HTRI—D FROM XLS CONTROL PANEL OR .[(+) PREVI❑US ADDRESSABLE DEVICE (-) GROUND CO 0 0 0 N.O. COM N.G. RELAY CONTACTS C4.OA @ 125VAC) C4.OA @ 30VDC) END OF LINE DEVICE (3.6K 1/4W) SUPERVISED ,/ SWITCH GROUND HARD LID -- FROM REMOTE POWER SUPPLY C'S' CABLE) TO NEXT DE '.ICE OR EN I ; OF LINE HARD LID --- CEILING SPEAKER SUPPORT TILE BRIDGE 0 0 OSTATUS LED NOT USED:. (STROBE) SPEAKER v ( STR❑BE-) STROBE) SPEAKER LU 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N (0 0 0 O 0 END OF LINE DEVICE 3.6K 1/4W) UPERVISED SWITCH FROM FACP (VOICE CIRCUIT) ('V' CABLE) TO'NEXT • DEVICE DR ENl�i OF LINE 0 z CEILING MOUNTED ------ SPEAKER/STROBE 0O0 J 000 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) Z 0 D Z 0 Z SPEAKERISTROBE AND STROBE WIRING LABEL SCALE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE PREVI❑US ADDRESSABLE DEVICE NOTE 1: VOLTAGE MAX, - CURRENT MAX, - HINT, RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN, LINE SIZE - JUNCTION BOX —, MOUNTED ON CEILING, FLEX \\, 27 VDC 3.5 mA DURING POLLING 10 OHMS 200 FT. (18 -AWG) 0,02uF 0,04uF 14 AWG 18 AWG 0 GND N 'AC ,m 0 0 0 IL1 ; TO NEXT DEVICE ` ; NOTE 2: • ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC, TO GUARANTEE DETECTI❑N. T T 00 0 SPEAKER STROBE,_______ OR STROBE ONLY TO NEXT ADDRESSABLE - DEVICE L 4S DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) PAD -3 JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 L CADDY BAR 0 0 1001 TB1 S m m B O 123456 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - nrt 80" A.F.F. SMOKE DETECTOR ------ SUSPENDED ILLUMINATED CEILINdt TB2 C D 24K mai01 -+- 654321 NAC -4 NAC -3 NAC -2 NAC -1 SMOKE DETECTOR MOUNTING SCALE=NONE A SPEAKER/STROBE TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE DO NOT \STALL ADDRESSABLE INIT A� DEVICES JNTOL FREDROGR, MMED WIT DEVICES ADDRESS. DRAWN BY: (.ANDERSON DESIGNED ;BY: R.VEZZANI DATE: 5/ 12/08 BACKROUND ,PLAN PROVIDED BY: Copyright 2006 by ;Guardian Security Systems, Inc. All Rights Reserved. • i ,-1 u t o x 0 0 0 0 O • . (0: L 0 0 o• N LIS ':. CzC. CTI N W LL E ' L Q ' W_ NJ • N Z W W >; O ' c Z Q Z W F- a) a) aj 0 (0. 0! O O O L_ L 2S 2V 2S,2V m W z FLAG NO ES: 2S,2V T 2S;2V L 110 C ZUMIEZ WESTFIELD SOUTHCENTER MALL SCALE 118"4 FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATI❑N SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR, SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL PANEL. FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT, w Q 0 CO 0 N 10 DO \OT INS -ALL ADDRESSABLE NI I T NG DEVOCES U\ IL PREPROGRAMMED WITH DEVICES &&DRESS® co co co J T < d) Z Nw Wo w zz 2 CC Nwp. fr N D 1— Q U uJ H >IN (I) (SCALE: 1 /8" =1 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/ 12/08 BACKROUND PLAN PROVIDED BY: \JOB NUMBER:. ?ul;:, ; i ri• ht 2006 b Guardian Security S stems, Inc. All Rights Reserve! I :n I SYSTEM CA ZUMIEZ SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations ZUMIEZ FACP ADD ONS Standby: Alarm: ent Load: Standby: Alarm: Total •Total Total Mn SyStem Board T-IVIC ©15CD LIT -MC @30CD ST -MC ©75CD SET -MC @110CD ET-HC@1 ST-HM:0-C@135CD T -HM. C@185CD -M 5CD Z' -MC e30CD 0.0022 0.0635 2 0.009600 0.0022 0.0635 0.0096 Amps Total 0.0023 0.064 0.064 0.021 0.042 ;t • 0.001600 0.0035 dby Current Load: 0.0731 0.0731 For 24 Hours = 1.754 Amp -hours 0.0015 rin Current Load: For 5 Minutes= Amp -hours SI:ndbyigurrent Load: *In Cdrrent Load: For 24 Hours = Amp -hours 25% Derating= Amp -hours For 5 Minutes= Amp -hours Total System Current Load: Amp -hours 25% Derating= Amp -hours ery Pair to be Used: 12VDC Amp -hours - TT Amp -hours 12VDC Amp -hours •-•• ...... ; ""•\ BATTERYSZ CALCULATION 1 0 -- ,---- . \„. .v., • , 0 „ - 11\k ‘11 • C'Ik / k I \ ki•-= ;: • . i.• • FORTH r, 4\‘` A / -\ • / \ -;•\ ______ \ ---- _,_„.....,-..------_---:-..------- •fl, ‘....._.: ...----- ,,..„..?_,-4_----;-_-r,--------\--i \ \ \ A_ \ i __,C3 ---,•• 1 1 \ __--,---- v- „,-.,.-...,-„--.-------A•k k \ \ ,.,.,--,-.4„.• „. ..,. •-• N,, 0 „ •-..,..._ ••• , . • •-..---r- „., • - ; ...... \f -7,1r,-.'":71,_ .,•--; • „‘ •t . . .. 11, < I .. ......._ ',,‘ :„.,...,,_,..„„'-. ____2 _1_ 1:a ty:Et ZUMIEZ WESTFIELD SOUTHCENTER MALL AIT SCALE 1132°4 a Panel: ZUMIEZ Date: May 27 2008 CIRCUIT: S1 QTY •Device Type 1 SET -MC @l5CD 1 SET -MC @30CD Alarm Current • 64 98 1 SET -MC @75CD 1 SET -MC @110CD 0 • SET-HMC-C6115CD 0 SET-HMC-C@177CD 0 •SET -HMC @135CD 0 SET -HMC @185CD • 1 Z-MC@15CD • 0 0 175 233 318 445 318 Alarm Total _64 • 98 175 VVire Size Wire Resistance 1.62 RENT TOTAL 634 Wi • Len'gVoltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL * 2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) • _ _Voltage Drop ( Et_ (E=1*R) 2.11 233 0 64 EOL Voltage (20.4 - E) Z-MC@30CD SET-MC-CW@110CD DEVICES= 5 • 98 PROJECT: Panel: Date: CIRCUIT: 233 • TOTAL mA= 0 634 12 Notification Appliance •WESTFIELD SOUTHCENTER MALL ZUMIEZ QTY • 4 May 14,2�08: SPEAKER CIRCUIT Device Type 70.7V 1/8. 19.064796 634 mmtraer.e.,•..*rtclentra. Detail : r .141 CURRENT TOTAL Wire Resistance 2.68 7.2 0.63 1.34 19.06 WeNtr•••••• 0 Alarm Current • 1.8 0 0 Alarm Total 7.2 Wire Size Voltage at EOL Circuit Total •Total Wire Resistance ( R ) 3.10 • (WL*2 )*(R/ft) • Total Device Load, Amps (1) • 0.01 (Total Cct Load) Voltage Drop ( E) (E= I * R) EOL Voltage (20.4 - E) 75 C 110 C 30 15 LL 20.3777088 EOL -S1 721_ DRAWN BY: !ANDERSON DESIGNED BY: R.VEZZANI DATE:5 /1 2/08- BACKROUND PLAN 'poyiDEp,,BY: •.' 0Ei NUMBER: ALCULATION Copyright 2006 b Guardian Securit Systems, Inc. All Rights Reserved SYMBOL LEGEND ZUMIEZ General Notes VICINITY MAP (Suite#2646) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. WEST RISER DETAIL HYDRAULIC REFERENCE ON Y NOT TO SCALE REVISIONS Remote Area Ordinary Group II.0.20gpm/ft2 for 1050.73ft2 13! FIRE SPRINKLER SYSTEM 1/8"=1'-0" Sprinkler Legend ZUMIEZ Remote Area: Retail # 2646 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 FN DENSITY .20 GPM 1 Ft' for 1050 FN SPRINKLER Reliable Model G4A ORIFICE 1/2" K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 256.05 GPM © 67.00 PSI TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE i SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE FIG. 909 SWIVEL SWAY BRACE FITTING FLEXHEAD DETAIL NOT TO SCALE \\ BRACE PIPE 3/9' KWIK BOLT (21A1' EMBED LENGTH) FIG.1000 ' FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE At time of Design 14'-11" CLG.=33.83% AREA REDUCTION 1 3 5_ 7 9 11 �- ->o � 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 26 5.6 Pendent White 155°F G4A Concealed APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R3615 7 5.6 Pendent %' White 155°F F1 FR Semi-Rec CONT. NO.: KS0406 HANGER SYMBOL Total = 33 DRAWN BY: Adam Kantner BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE: 06/19/08 LAT 3/9' KWIK BOLT 12114' EMBED LENGTH) FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A - PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT hS/l NON -THREADED BRACE PIPE RAL BRANCHLIKE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III / HILTI Kwik Bolt II Drilled Anchor \ / ( / Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALE000EROUE /AUSTIN / DALLAS /DECATUR I DEN/ER /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX / PORTLAND/RAPID CITY/ ST. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Zumiez 2646 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM N Q) N w z 0 Adam Kantner Future Builders CONTRACTOR SHEET FP -1 OF 1 12'-10314"VIF .gut 0: (16.02 TYP 20'-4314"VIF 20'-4314"VIF. EQ EQ 20'-4314"VIF EQ EQ EQ EQ 1 1 ee 16'-0 TYP �+ CENTERLINE OF SOFFIT AND CASHWRAP BELOW 00.01 . 149.02 )-T 08.02 16.01—) Q EQ . 7 EQ EQ Int Design per NFPA 13 — Ordinary Hazard Group 2 All materials to be new, U.L. listed and F.M. approved All heads to be at least 6' apart with no obstructions Existing uprights to remain — Relocate Reliable Model G5-56 165° Concealed Pendents 1/2 x '/ CENTERLINE OF SOFFIT AND CASHWRAP BELOW RETAINER STRAP WHERE REQUIR IN SEISMIC AREAS TOP BEAM/ C—CLAMP WITH SET SCREW - 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS + • • 43'-5 1/4 "• FlexHead Sprinkler Drop Without Comments As Noted in : Red Per The Attached Lett I,cse plans have heell'I•eviewed by The Ti ', :-"entian Bureau for conformance wiOtt ct :',dards. AccepraiiG:e- 1` ';:uhject to error, rii.ssiorts'which do nuc a idiorize ��iolatfcart: .:indards and ars` it nc.. The respoi",01 ;jecojacy of desk;r. t I'..",i:'.. >"r)Czllh! it'dith the b ,•,ddit•ions, deletion` Q; i ; (:!G l ;;',ons 1;Q nes di Cols date. 1Aflli void ft; ?...c Yppc rice anrl.will resubmittai ():i revised subsegt Final acceptance Iw suf• )ect to rield test and The Tukwila Eire Prevention Bureau, • Date: 2— By: i S( f r. • Ikwila Fire rrent City and' OF adopted cy, i'or the signer.. ' swings after equire a .ient approval. Inspection'by aha iDi-1.R M.EPI I'. • Piea: asll•2O6-5.75-^!4«,'7 Fsod give this Fire i erCtmit No. • and exact address 'for. shun`-. .down or restoration 4pprovvi. . Corrugated stainless steel hose with stainless steel braid available In 2', 3',4',5' & 6' legnths • • Multi -Port Bracket • Adjustable Hub I1111 FLEXHEAD lNDUSJeies • Flexhead ommercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 M NOY FEU PROTECTION SPRINKLER SYSTEMS John Thornes DeMartino 9794.10914O Level Crown Fire Protect$on, Inc. CROWNFPO44LL 1-b Iba CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Z. u ni WESTFIELD SOUTHCENTER yIgOUTHCENTER MALL SUITE 2I15 PAD TUKWILA, WASHINGTON 98188 JAIL. 2 J 2019 ZUMIEZ STORE #019 'UK ii' f FIR DATE; 019 DRAWN: SCALE: Y g 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; wti. f visions to these drawings after this date will void th ,;-ceptance and will require a resubmittal of. re.vis i deawings for subsequent approval. Final acceptance Is s`-Aotect to field test and inspection by The TukWil ` are encion Bureau. T ?L_1`N u v1 'E TL 1 RnS''efii.A FIRE DEPARTMENT,. 2.06-575-4:407 and s �rs � e P8's,� ". NO. an(l C lmct c'; 4:iy ess for shut- down hutdown or restoration pprovaL RE FA- 0 "I SYSTEV I\ FORMATIO\ FA -02 TYPICAL WIRI\G A\ 3 V OU\TI\G DETAILS FA -03 SYSTEV CALC, LATI O \ S A\ 3 SI\ GLE LI\E 3IAG RA V =A-0 L FRE ALAR VI SYST Vl PLA\ SHEET INDEX ADD 2 NEW CEILING MOUNT STROBES TO AN EXISTING FIRE ALARM SYSTEM SCOPE OF WORK WI SC D L A\ D CO\SUIT FILL C AST WIRE DESIGNATI-\ SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) C' STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPLP RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPLP RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPLP RED (JACKET) V' SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPLP RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPLP RED (JACKET) CO\SUIT FILL CHAT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/8" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 WIRE DESIGNATION TE DITI FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NU1IBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE NOUNTED IN DIRECT AIR STREAM OF .AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A. -.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED U\TIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NEPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. 23. NEPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY E 2 E E E E E E SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT BPS E REMOTE BOOSTER POWER SUPPLY (EXISTING) PAD -3 SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP FIRE ALARM STROBE (NEW) ZR -MC -CW SIEMENS 4S BOX CEILING DUCT SMOKE DETECTOR (EXISTING) DUCT DETECTOR E TEST SWITCH (EXISTING) FDBZ492-HR W/ HFP-11 DET. SIEMENS DUCT HOUSING VERIFY IN FIELD TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -R INTERFACE MODULE E WITH RELAY (EXISTING) HTRI-R SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM SE SPEAKER STROBE (EXISTING) SET -MC -CW SIEMENS 4S DEEP W/ 1-1/2 EXTN CEILING FIRE ALARM S E SPEAKER STROBE (EXISTING) SET -MC -W SIEMENS 4S DEEP W/ 1-1/2 EXTN 80" A.F.F. TO BOTTOM FIRE ALARM E STROBE (EXISTING) ZR -MC -W SIEMENS 4S BOX 80" A.F.F. TO BOTTOM CIE TENANT J- BOX F.B.O. F.B.O. VERIFY IN FIELD END -OF -LINE RESISTOR A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N /A E EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N /A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A SYMBOLS LEGEND A EEUNATr,I ZUMIEZ 2800 / SUITE 2115 I) U 0 L_ THAI 1 co ::,I RE I f (I; I L .. J /'LT] 006'61J - \ GRILL \ Ro ;FF/ \X - Tli±TLd It TERRACE 1 PAID FE3 C 7 2019 TU ILA FGRE i 4") CID 0" 03 N LL u') 1D CV LLJ RELEASE/REVISIONS I DESCRIPTION SHOP DRAWINGS w 1-- 0 0 N a 0 z <1 0 0 d w N cc CQ CC LT CV I --co nm wz JO <0 mZ L.LiQ W� i SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE:02/06/ 1 9 BACKROUND PLAN PROVIDED BY: \,0B NUMBER:43098-1 GENERAL NOTES SITE PLAN SHEET Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved FAO 1 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TUBE OUTLET SAMPLING TUBE INLET SAMPLING DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO TRU THE DUCT AND BE CAPPED. L AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-6011Z — DEDICATED EMERGENCY INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ — 1 2+ 2— 2 NC C NO + — + — + — + — + — FROM EXISTING MAIN FACP C CABLE C' CABLE (-) (+) (-) (+) HARD LID CEILING NAC S4 NAC S3 ) NAC S2 NAC S1 PAD -3 POWER SUPPLY WIRING DETAIL HARD LID SPEAKER SUPPORT TILE BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE ooh %o 000 000 SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) () () STROBE SPEA<ER (+) (—) fl FROM PREVIOUS ADDRESSABLE DEVICE HFP-11 TB1 O 9O 10 NO COM NC TO FAN SHUTDOWN EOLR 470 SWITCH + — INPUT LED TSM -1 0 00 , TO NEXT ADDRESSABLE 7/o 0 DEVICE all ®13 ®14 00 HTRI-R 0 NO COM B NC 0 0 TYPICAL DUCT DETECTOR/HTRI-R MODULE/TSM-1 SWITCH WIRING DETAIL C C (+) (—) STR❑3E o (+) {-) STROBE SPEAKER (+) SPEAKER STROBES & STROBES ONLY WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS TO NEXT DEVICE OR END OF LINE RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved WASHINGTON 98I3A w W Cf) L.1) CV �v 1— c� U) ('.J �i- I� J W RELEASE/REVISIONS m LLJ CZ 0 0 DESCRIPTION SHOP DRAWINGS W d 0 cV 0 z w .& co OF... -Es 0CDZ Q O IN w „LAT, T D w J =J LU cc 0 LL I- 0 co :Z"8 W ui6; C) 4tt EE _; /SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/06/19 BACKROUND PLAN PROVIDED BY: ,OB NUMBER: 43098- 1 SHEET FA -02 A B C D E F G H J K FIRE ALARM BOOSTER Project: ZUMIEZ Panel: EXISTING BPS PAD-3REMOTE Date: February 6, 2019 Module/Device POWER Qty SUPPLY POWER Standby (mA) BATTERY SUPPLY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Power Module 1 15 15 0 140 140 0 TOTAL FIRE ALARM POWER SUPPLY 15 140 Auxiliary Device Current 0 0 : Notification Appliance Load (Max. Total / mA) 0 2494 -Toal(A)= 15 Total(B)= 2634 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 15 2634 Total current ratings converted to amperes (line D x .001) 0.015 2.634 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 O Multiply lines E and F Total Standby AH 0.36 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.2194122 Add lines G and I Total Standby and Alarm AH 0.5794122 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 0.69529464 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 *** RECOMMENDED MINIMUM BATTERY SIZE = 12VDC 7.0 AMP -HOUR *** Notification Appliance Circuit Detail PROJECT: ZUMIEZ Panel: EXISTING BPS PAD -3 REMOTE POWER SUPPLY Date: February 6, 2019 Wire Resistance 2.58 CURRENT TOTAL= 2494.00 1 1 1 2 2 DEVICE ZR -MC -W @15cd SET -MC -W @15cd SET -MC -CW ai750 SET -MC -CW a@9Scd ZR -MC -CW @15cd 7 64 64 200 264 69 TOTAL mA= Total Wire Resistance (R Total Device Load, Amps (I) Voltage Drop ( E ) EOL Voltage 64 64 200 528, 138 994 14 320 22.36 994 (WL*2)*(Rift) (Total Cct Load) (E= I * R) 24 - E) 1.65 0.99 1.64 22.36 SET -MC -CW. a°I5cd. SET -MC -CW @30cd 111 0 SET -MC -CW @75cd 200 0 SET -MC -CW @95cd 264 0 ZR -MC -CW @a 15cd 69 0 DEVICES MAXIMUM LOAD TOTAL mA= 1500 14 Total Wire Resistance (R ) Total Device Load, Amps (I) Voltage Drop (E ) EOL Voltage 24.00 1500 ( WL * 2 )* (Rift) (Total Cct Load) (E=1*R) 24 - E) . 0.00 1.50 0.00 24.00 CALCULATIONS TO EXISTING SPEAKER CIRCUIT TO EXISTING BPS REMOTE BOOSTER POWER SUPPLY TO EXISTING DATA LOOP J 15Cd 15Cd 2S,2V E 2S,2V YIN( o 15Cd EXISTING TENANT J -BOX SINGLE LINE DIAGRAM HT -R 75Cd D,I 1 HT -R 21 TSM 95Cd 95Cd RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved SO., SEATTLE, WASHINGTON 00 N RELEASE/REVISIONS REV. BY: CD M 0 I DESCRIPTION SHOP DRAWINGS DATE 0 C. O N O Z NCO r Herrn a o a 0 >w co w J I --J CC©n co N SINGLE LINE DIAGRAM 0 0 0 0 w ?„2 SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 02/06/ 19 BACKROUND PLAN PROVIDED BY: __JOB NUMBER: 43098--11 SHEET Fr'L-Q SYORAGE 601 E AREA: 141 SF 75Cd VE 15Cd EXISTING TOILET Room 15cd 1008i SKATE CASE A.• N't '1,1,17Fr 101k1;:'',T*11, ,**0**0****V*WWWWtsfe**40411#94.44,49/KW1*******0064* *0 kl*Ottr,* 'voetwetremot Aotoolotwooratteatms: • VE 95Cd r-- • ! ! ESSIBLE [lAgING ROOMS 005 1 RETAIL AREA rd AREA: 1,592 SF •r'4,T1,1, N;*1 FIRE ALARM SYSTEM PLAN 0 Cashvvr(Jp .1 WV* q* 71! Inettro flit**40. 41,111-1., OtAt.fr**,4*4144t, ,40,41; 1,,i5701,1'1,7,,,7,71717,•770, FLAG NOTES: EXISTING RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. EXISTING DUCT DETECTOR, RELAY MODULE & TEST SWITCH. ,;.t1,-;;;;;;„;.,; ,„ • "' -7,1•,,7,12;77.!7.1,',74117,7* "V72;1:r.1 VE 95Cd IC' Ir'r-7`"'"--1'-11-1/ • /-1; ; It' • , - RONALD MANSFIELD JR. NICET LEVEL IV CERT. #111878 EXP. 09/01/2019 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved w 4, pe* WASHINGTON LIJ F— uj1— (1) LC LCD Ci) H- N') Li RELEASE/REVISIONS 0 ITLIT EE (r) Lu 0 (./) 0 z 0 0 a. LU — CY) 0 0 0 6ALE: I 0" --"Th DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE:02/06119 BACKROUND PLAN PROVIDED BY: J013 NUMBER:43098-1} 04 SHEET FA