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HomeMy WebLinkAboutPP - 458 SOUTHCENTER MALL - M W TUX - PERMITS AND PLANS458 SOUTHCENTER MALL ASSOCIATED PERMITS 13-F-008 08-F-231 17-S-105 12-S-260 08-S-301 SITE LOC Site Address: 4ist CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** ATION King Co. Assessor's Tax No.: 5 � i *hcerHc,r int] Tenant Name: a).1CD Suite Number: , Floor: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: \j„).e_5\ meq Yfl1 nage meef'II &IOL Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: Company Name: Gk a i Y) YL)“,r1 -FjP- C hcr) f 1n( 9kftvc \?-1 12D YY 11\ ()00-e L , l3 Mailing Address: E-mail Address: City State Zip Day Telephone: zias--zigt-woop9 -3e5G I Cr CitG(rov3rt ep. (b�y Fax Number: L- e Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 5CYDC0 2 S Sta/ OZ- g(09,5' Scope of Work (please provide detailed information): Mk 7') heriob 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 oA ER OR AUTHORIZED AGENT: Signature:EN Print Name: Plan Permit App.doc j/Sc,\Cry )n son Day Telephone: Date: IP ' &1-7(Q67 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUK'WILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 205-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** / / King Co. Assessor's Tax No.: /Y Site Address: S8 So h(e/%,4,,i7 I / Suite Number: Floor: press Shap. Tenant Name: New Tenant? 0_ Yes ❑ - No Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name:. C �� RC)/77,77Compairy'Name; . C, Are_ rT re_ Pr( c l i c )flC Mailing Address: . City 1S{�l r�[Dg.� State Zip/- E-mail Address: je$S 1c cx`oi 3n-cp. cora Fax Number: .`7''4 ` City State Zip Day Telephone: 'Z5"J 17�ob9 Valuation of Project (contractor's bid price): S • 25O . co Scope of Work (please provide detailed inf on): ' add Cz) herds PERMIT APPLICATION NOTES Value of Construction — In all cases, a value ofconstruction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to giant, in writing, one or more extensions of time,=for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TBE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: .P$t - FOI7-kfrW-/VDate: 11.1g12_ Print Name: 3s a A& /t cGY? Day Telephone: Zi40 1 ~ 7016,q Plan Permit App.doc 5/14110 TFD FP Form 8 . ".• FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Poke Wai 458 Southcenter Mall Permit No.: 17-S-105 Date: June 16, 2017 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 21 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. tti • 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. ITZAMET SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** � jj King Co. Assessor's Tax No.: `(l Site Address ' 4 5' \� k ,„Ak, Q, \rk Suit : er. If(') Floor: Tenant Name: % 1.67 4),L) Property Owner's Name: (0 l New Tenant? ❑ -Yes Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: KARINA VELIZ Day Telephone: 206-734-6276 x229 Company Name: GUARDIAN SECURITY SYSTEMS, INC Mailing Address: 1743 — 1ST AVE S SEATTLE, WA 98134 City State Zip E-mail Address: kveliz@guardiansecurity. com Fax Number: 206-341-9928 Valuation of Project (contractor's bid price): $ I - Scope of Work (please provide detailed information): 10 / A 1 vA.5 6A-Yova_-c. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc 5/14/10 Date: \ 9.) Day Telephone: (2D4 �` � � -5n0 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Men's Warehouse 458 Southcenter Mall Permit No.: 08-S-301 Date: June 10, 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. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. ���. Hydraulic Overview- Report Description: Ordinary Group II Job Job Number KS0431 Design Engineer Andrew Chancellor Job Name Mens Warehouse Phone (425)881-0100 FAX (425)881-3030 Address 1 458 Southcenter Mall State Certification/License Number WESTESF136QF Address 2 AHJ City of Tukwila City Tukwila State WA Zip Code 98188 Job Site Southcenter Mall System Density 0.20gpm/ft2 Area of Application 922.50ft2 (Actual 1001.94ft2) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Hose Streams 250.00 Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated 16 System Pressure Demand 43.824 System Flow Demand 360.20 Total Demand 610.20 @ 43.824 Pressure Result +95.597 (68.6%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 2 10900.00 250.00 140.000 20.000 t f 1 i Atli. 111 8,i,. 1. irw,4.�..4I 11,• Mens Warehouse Supply at Node 2 (10900.00, 250.00, 140.000, 20.000) 150 _i i I I 1 Static 1:e,..ree.! = O. 135 Pressure 140.000 120 B+ p• r_: y, co cc z 105 090 t=i a E� �f o a c ow_: o4.:— c S • m 75 N v 60 a. 11 = c c c; — X610.20 wi h hose streams 11�®� p I _=_ 45 X60.20 @ 43.824 L1 U c� i�rt. ,•, :.. 30 I c � c�`vc ''c\c15 =System demand curve 10900.00 @ 20.000 �. 0 0 qmi11111111111111111111111111111111111111111111111111111111 111111111 111111 11 1 0 6600 8800 19 30f 5500 7700 9900 11000 Water flow, gpm © M.E.P.CAD, Inc. yy AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:06PM Page 1 Hydraulic Summary 1 Job Number: KS0431 Report Description: Ordinary Group II Job Job Number KS0431 Design Engineer Andrew Chancellor Job Name Mens Warehouse State Certification/License Number WESTESF136QF Address 1 458 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall Crty Tukwila State WA Zip Code 98188 Dravnng Name Mens Warehouse 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 922.50ft2 (Actual 1001.94ft2) Additional Hose Supplies Node Flow(qpm) Number Of Sprinklers Calculated 16 Coverage Per Sprinkler 100.00ft' AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 43.824 Right: 43.824 Total Hose Streams 250.00 System Flow Demand 360.20 Total Water Required (Including Hose Allowance) 610.20 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 21.19 between nodes 196 and 195 Maximum Velocity Under Ground 1.36 between nodes 2 and 167 Volume capacity of Wet Pipes 2699.17gai Volume capacity of Dry Pipes 0.75ft' Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 2 250.00 140.000 20.000 1 10900.00 139.420 1 610.20 43.824 95.597 Contractor Contractor Number KS0431 Contact Name Andrew Chancellor Contact Tale Project Manager Contractor Name Western States Fire Protection Phone (425)881-0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX (425)881-3030 Address 2 E-mail City Redmond State WA Zip Code 98052 Web -Site ©M.E.P.CAD, Inc. yy►jAutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:12 P M Page 2 �,3 © M.E.P.CAD, Inc. i� AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:14 P M Page 3 Summary Of Outflowing Devices Job Number: KSO431 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Sprinkler 110 22.98 20.00 5.6 16.838 0.23gpm/ft2 Sprinkler 111 22.99 20.00 5.6 16.854 0.23gpm/ft2 Sprinkler 112 23.10 20.00 5.6 17.009 0.23gpm/ft2 Sprinkler 116 23.57 20.00 5.6 17.712 0.24gpm/ft2 Sprinkler 117 25.77 20.00 5.6 21.170 0.26gpm/ft2 Sprinkler 113 23.31 20.00 5.6 17.323 0.23gpm/ft2 Sprinkler 114 23.46 20.00 5.6 17.553 0.23gpm/ft2 Sprinkler 115 23.47 20.00 5.6 17.571 0.23gpm/ft2 Sprinkler 105 21.77 20.00 5.6 15.108 0.22gpm/ft2 Sprinkler 108 22.56 20.00 5.6 16.228 0.23gpm/ft2 Sprinkler 104 20.76 20.00 5.6 13.747 0.21gpm/ft2 Sprinkler 106 22.25 20.00 5.6 15.783 0.22gpm/ft2 Sprinkler 102 20.68 20.00 5.6 13.633 0.21gpm/ft2 Sprinkler 109 22.82 20.00 5.6 16.607 0.23gpm/ft2 Sprinkler 103 20.73 20.00 5.6 13.698 0.21gpm/ft2 cj Sprinkler 101 20.00 20.00 5.6 12.755 0.20gpm/ft2 ci Most Demanding Sprinkler Data �,3 © M.E.P.CAD, Inc. i� AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:14 P M Page 3 (l� © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 4 Hydraulic Analysis r Job Number: KSO431 Report Description: Ordinary Group 11 Pipe Type Diameter Elevation Flow Discharge Velocity HWC K-Factor Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream 4 Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 32-8% Pf 5.425 101 9-0 q=20.00 K=5.6 12.755 Spr(-12.755) 9- Pe -1.839 298 13-2% 16.341 2E(2-0), PO(5-0) 41-8% Pv BL 1.610 Q=40.73 6.42 C=120 0.060210 0-51 Pf 0.027 298 13-2'/z 16.341 Pe 0.000 297 13-2% 16.368 0-5% Pv BL 1.610 Q=61.40 9.68 C=120 0.128695 6-6 Pf 0.835 297 13-2% 16.368 Pe -0.000 287 13-2% 17.203 6-6 Pv BL 1.610 Q=82.17 12.95 C=120 0.220594 8-0 Pf 1.765 287 13-2% 17.203 Pe 0.000 280 13-2Yz 18.968 8-d, Pv BL 1.610 Q=103.93 16.38 C=120 0.340725 9-11Y Pf 3.387 280 13-2% 18.968 Pe 0.000 255 13-2Yz 22.354 9-11Y Pv BL 1.610 Q=127.41 20.08 C=120 0.496611 2-2 Pf 5.040 255 13-2% 22.354 8- Pe 0.000 195 13-2% 27.394 P0(8-0) 10-2 Pv CM 2.635 Q=360.20 21.19 C=120 0.308363 6- Pf 1.850 195 13 2'/z 27.394 Pe 0.000 196 13-2%29.244 6- Pv CM 4.260 Q=360.20 8.11 C=120 0.029719 39-5 Pf 1.955 196 13-2% 29.244 26-4 Pe 0.000 173 13-2Yz 31.199 2E(13-2) 65-9 Pv CM 6.357 Q=360.20 3.64 C=120 0.004231 16-11 Pf 0.470 173 13-2% 31.199 94-3Y Pe 4.910 176 1-11 36.579 fE(12-7), CV(40-3), GV(3-9%), 111-2Y Pv PO(37-8%z) FM 8.329 Q=360.20 2.12 C=120 0.001135 24-8Yz Pf 0.064 176 1-11 36.579 32-0 Pe 0.000 107 1-11 36.643 2fE(16-0) 56-8'/z, Pv MS 10.020 Q=360.20 1.47 C=120 0.000461 20-2 Pf 4.540 107 1-11 36.643 67-0 Pe -1.635 167 5-8 39.549 3LtE(16-0), BV(19-0), BFP(-4.5 0) 87-2 Pv UG 10.400 Q=360.20 1.36 C=140 0.000289 113-1 Pf 0.075 167 5-8 39.549 146-8 Pe 4.200 2 -4-0 43.824 3LtE(25-6), E(35-1), 2EE(17-6%), 259-91Pv S v Route 2 DR 1.049 Q=20.68 7.68 C=120 0.138399 26-q Pf 4.566 102 9-0 q=20.68 K=5.6 13.633 Spr(-13.633) 7-0 Pe -1.832 297 13-2Yz 16.368 E(2-0), PO(5-0) 33-01, Pv Gil Route 3 DR 1.049 Q=20.73 7.69 C=120 0.139003 26-1 Pf 4.458 103 9-0 q=20.73 K=5.6 13.698 Spr(-13.698) 6-0 Pe -1.832 304 13-2Yz 16.324 3E(2-0) 32-1 Pv BL 1.610 Q=20.73 3.27 C=120 0.017257 1-0 Pf 0.017 304 13-2Yz 16.324 Pe 0.000 298 13-2% 16.341 1-0 Pv Route 4 DR 1.049 Q=20.76 7.71 C=120 0.139468 24-9 Pf 4.428 104 11-0 q=20.76 K=5.6 13.747 Spr(-13.747) 7-0 Pe -0.972 287 13-2Yz 17.203 E(2-0), PO(5-0) 31-9i Pv G. Route 5 DR 1.049 Q=21.77 8.08 C=120 0.152192 24- Pf 4.831 105 11-0 q=21.77 K=5.6 15.108 Spr(-15.108) 7- Pe -0.972 280 13-2'/ 18.968 E(2-0), PO(5-0) 31- , Pv v Route 6 DR 1.049 Q=22.25 8.26 C=120 0.158471 26-0% Pf 5.234 106 11-0 q=22.25 K=5.6 15.783 Spr(-15.783) 7-0 Pe -0.972 290 13-2Yz 20.045 E(2-0), PO(5-0) 33-0% Pv BL 1.610 Q=45.07 7.10 C=120 0.072623 8-0 Pf 0.581 290 13-2% 20.045 Pe -0.000 283 13-21/2 20.626 8-0 Pv BL 1.610 Q=67.63 10.66 C=120 0.153863 9 11Y Pf 1.530 283 13-2'/z 20.626 Pe -0.000 238 13-2%22.156 9-11 Y Pv BL 1.610 Q=91.09 14.36 C=120 '0.266945 0 9Y Pf 0.208 238 13-2% 22.156 Pe 224 13-2% 22.364 0-9Y Pv (l� © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 4 rt . Hydraulic Analysis 1 Job Number: KS0431 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length BL 1.610 Q=114.40 18.03 C=120 0.406889 1-4'/3 Pf 3.812 Pe -0.000 Pv 224 13-2% 194 13-2%z 22.364 26.176 PO(8-0) 8-0 9-4% CM 2.635 Q=207.03 12.18 C=120 0.110690 11-0 Pf 1.218 Pe Pv 194 13-2% 195 13-2% 26.176 27.394 11-0 .m► Route 7 DR 1.049 Q=22.56 8.37 C=120 0.162597 26-0'/ 7- 33-0'/ Pf 5.370 Pe -0.972 Pv 108 11-0 q=22.56 K=5.6 283 13-2% 16.228 20.626 Spr(-16.228) E(2-0), PO(5-0) +a Route 8 DR 1.049 Q=22.82 8.47 C=120 0.166105 26-10 Pf 5.123 4-I) Pe -1.839 30-10, Pv 109 9-0 q=22.82 K=5.6 300 13-2% 16.607 19.890 Spr(-16.607) 2E(2-0) BL 1.610 Q=22.82 3.60 C=120 0.020621 7-6 7-6 Pf 0.155 Pe 0.000 Pv 300 13-2'/ 290 13-2V2 19.890 20.045 +O Route 9 DR 1.049 Q=22.98 8.53 C=120 0.168249 25-1 6-0 31-1 Pf 5.228 Pe -0.972 Pv 110 11-0 q=22.98 K=5.6 22 13-2% 16.838 21.094 Spr(-16.838) 3E(2-0) BL 1.610 Q=22.98 3.62 C=120 0.020887 7-6 Pf 0.157 Pe -0.000 7-6 Pv 22 13-2% 32 13-2% 21.094 21.251 BL 1.610 Q=45.97 7.24 C=120 0.075331 2-01 Pf 0.151 Pe -0.000 2-01 Pv 32 13-2'/z 37 13-2% 21.251 21.402 BL 1.610 Q=69.06 10.88 C=120 0.159969 6- Pf 0.960 Pe -0.000 6- Pv 37 13-21A 123 13-2'% 21.402 22.362 BL 1.610 Q=92.63 14.60 C=120 0.275375 5-1Pf 3.815 8-d Pe -0.000 13-10 Pv 123 13-2% 194 13-2% 22.362 26.176 P0(8-0) +66 Route 10 DR 1.049 Q=22.99 8.53 C=120 0.168391 24-10% 7-0 31-10% Pf 5.369 Pe -0.972 Pv 111 11-0 q=22.99 K=5.6 32 13-2% 16.854 21.251 Spr(-16.854) E(2-0), PO(5-0) v Route 11 DR 1.049 Q=23.10 8.57 C=120 0.169826 24-7 7-0 31-7 Pf 5.365 Pe -0.972 Pv 112 11-0 q=23.10 K=5.6 37 13-2% 17.009 21.402 Spr(-17.009) E(2-0), PO(5-0) v Route 12 DR 1.049 Q=23.31 8.65 C=120 0.172723 25-9'/ 9-0 34-9'% Pf 6.013 Pe -0.972 Pv 113 11-0 q=23.31 K=5.6 224 13-2Y 17.323 22.364 Spr(-17.323) 2E(2-0), PO(5-0) Route 13 DR 1.049 Q=23.46 8.71 C=120 0.174842 24-10'/ 7- 31-10'/ Pf 5.575 Pe -0.972 Pv 114 11-0 q=23.46 K=5.6 238 13-2% 17.553 22.156 Spr(-17.553) E(2-0), PO(5-0) Quo Route 14 DR 1.049 Q=23.47 8.71 C=120 0.175007 25-10'/ 7-0 32-10% Pf 5.755 Pe -0.972 Pv 115 11-0 q=23.47 K=5.6 255 13-2'/s 17.571 22.354 Spr(-17.571) E(2-0), PO(5-0) v Route 15 DR 1.049 Q=23.57 8.75 C=120 0.176306 24-101 Pf 5.622 7-oi Pe -0.972 31-10'% Pv 116 11-0 q=23.57 K=5.6 123 13-2% 17.712 22.362 Spr(-17.712) E(2-0), PO(5-0) v Route 16 DR 1.049 Q=25.77 9.57 C=120 0.207930 25-10'/ Pf 6.838 7-0 Pe -0.972 32-10'/z1 Pv 117 11-0 q=25.77 K=5.6 141 13-2% 21.170 27.036 Spr(-21.170) E(2-0), PO(5-0) BL 1.610 Q=25.77 4.06 C=120 0.025814 5-10 Pf 0.358 8-01 Pe -0.000 13-10, Pv 141 13-2% 195 13-2% 27.036 27.394 P0(8-0) Equivalent Pipe Lengths of Valves and Fittings (G=120 only)III C Value Multiplier II Actual Inside Diameter l4.87 ( = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / k, ©M.E.P.CAD, Inc. 4111AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15PM Page 5 Hydraulic Analysis Job Number: KS0431 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Total Length Summary Pipe Type Legend.: Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure Toss 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 fT 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,A° Elbow 22W 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. 4319 AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 6 Hydraulic Graph Job Number: KS0431 Report Description: Ordinary Group 11 Supply at Node 2 150 Static Pressure 140.000 135 120 105 90 .N n 3 75 w N E 60 45 6610.20 —360.20 with hose @ 43.824 streams 30 System demand curve 10900.00 @ 20.0001 15 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1(( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0-p1111111111111 11002200 3300 44005500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 2 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.420 @ 610.20 System Demand 360.20 @ 43.824 System Demand (Including Hose Allowance) 610.20 @ 43.824 k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:18PM Page 7 1 Hydraulic Overview Job Job Number KS0431 Job Number: KS0431 Report Description: Ordinary Group II Design Engineer Andrew Chancellor Job Name Mens Warehouse Address 1 458 Southcenter Mall Phone (425)881-0100 FAX (425)881-3030 State Certrfication/License Number WESTESF136QF Address 2 AHJ City of Tukwila City Tukwila State WA Zip Code 98188 Job Site Southcenter Mall System Density 0.20gpm/ft2 Most Demanding Sprinkler Data Area of Application 922.50ft2 (Actual 1001.94ft2) 5.6 K -Factor 20.00 at 12.755 Hose Streams 250.00 Coverage Per Sprinkler 100.00ft2 Number 01 Sprinklers Calculated 16 System Pressure Demand 43.824 System Flow Demand 360.20 Total Demand 610.20 @ 43.824 Pressure Result +95.597 (68.6%) Supplies Check Point Gauges Node Flow(a,m) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 2 10900.00 250.00 140.000 20.000 ?Oil" eftets nqi st Alla. Ai r l�r e _ 1 AINTiFL.- n 11.1 Mens Warehouse Supply at Node 2 (10900.00, 250.00, 140.000, 20.000) . . 150 =1 1 1 1 1 -'w 135 Static Pressure 140.000 s o=1 120 ill: 0 it iii.: `moi 1 pae� it °® I r s ,05 o iii e•_ 90I r_-,:ia ti:: L o c, c �, .N a m „,1 e-� •.... c� s = 75 N d 60 e o I_iSI o_ Oo °® ` - - —• wi h hose streams 0 ® 0 — =__ 45 X610.20 X60.20 @ 43.824 01� o� ip¢ ie 30 o � c�'i%. c •.` 15 System demand curve 10900.00 @ 20.000 0 0uo'i lim_t Him 11111]11 lmillmilli11 !ilium 11111111 i 11111111 1 i 111111 11Uv 33040 5500 6600 7700 8800 9900 11000 Water flow, gpm 4J PsUtO 'KINK) VK5 v5.1. 06/04/2008 12:34:O6PM Page 1 Job Hydraulic Summary Job Number KS0431 Job Number: KS0431 Report Description: Ordinary Group II Design Engineer Andrew Chancellor Job Name Mens Warehouse State Certification/License Number WESTESF136QF Address 1 458 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila State WA Zip Code 98188 Drawing Name Mens Warehouse System Most Demanding Sprinkler Date 5.6 K -Factor 20.00 at 12.755 Remote Area(s) Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 922.50ft2 (Actual 1001.94ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 16 Coverage Per Sprinkler 100.00ft2 AutoPeak Results. Pressure For Remote Area(s) Adjacent To Most Left: 43.824 Remote Area Right: 43.824 Total Hose Streams 250.00 System Flow Demand 360.20 Total Water Required (Including Hose Allowance) 610.20 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 21.19 between nodes 196 and 195 Maximum Velocity Under Ground 1.36 between nodes 2 and 167 Volume capacity of Wet Pipes 2699.17gal Volume capacity of Dry Pipes 0.75ft' Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 2 1 250.00 140.000 20.000 1 10900.00 1 139.420 J 610.20 43.824 95.597 Contractor Contractor Number KS0431 Contact Name Andrew Chancellor Contact Title Project Manager Contractor Name Western States Fire Protection Phone (425)881-0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX (425)881-3030 Address 2 E-mail DM Redmond State WA Zip Code 98052 Web -Site �+ ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:12PM Page 2 Summary Of Outflowing Devices Job Number: KS0431 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Sprinkler 110 22.98 20.00 5.6 16.838 Sarinkler 111 22.99 20.00 16.854 0.23gpm/ft2 2 Sprinkler 112 23.10 20.00 5.6 17.009 0.23gpm/ft2 Sprinkler 116 23.57 20.00 5.6 17.712 0.24gpm/ft2 Sprinkler 117 25.77 20.00 5.6 21.170 0.26gpm/ft2 Sprinkler 113 23.31 20.00 5.6 17.323 0.23gpm/ft2 Sprinkler 114 23.46 20.00 5.6 17.553 0.23gpm/ft2 Sprinkler 115 23.47 20.00 5.6 17.571 0.23gpm/ft2 Sprinkler 105 21.77 20.00 5.6 15.108 0.22gpm/ft2 Sprinkler 108 22.56 20.00 5.6 16.228 0.23gpm/ft2 Sprinkler 104 20.76 20.00 5.6 13.747 0.21gpm/ft2 Sprinkler 106 22.25 20.00 5.6 15.783 0.22gpm/ft2 Sprinkler 102 20.68 20.00 5.6 13.633 0.21gpm/ft2 Sprinkler 109 22.82 20.00 5.6 16.607 0.23gpm/ft2 Sprinkler 103 20.73 20.00 5.6 13.698 0.21gpm/ft2 c> Sprinkler 101 20.00 20.00 5.6 12.755 0.20gpm/ft2 a> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12: 34:14 P M Page 3 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15PM Page 4 Hydraulic Analysis Job Number: KSO431 Report Description: Ordinary Group n Pipe Type Diameter Flow Velocity HWC Friction Loss ' Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 32-8A Pf 5.425 101 9-0 q=20.00 K=5.6 12.755 Spr(-12.755) 298 13-2% 16.341 2E(2-0), PO(5-0) 9-0 Pe -1.839 41-8'/4Pv BL 1.610 Q=40.73 6.42 C=120 0.060210 Pf 0.027 298 13-2%00-511 16.341 297 13-2% 16.368 Pe 0.000 0-5% Pv BL 1.610 Q=61.40 9.68 C=120 0.128695 6-6 Pf 0.835 297 13-2% 16.368 287 13-2'/z 17.203 6-6 Pe -0.000 Pv BL 1.610 Q=82.17 12.95 C=120 0.220594 8-0 Pf 1.765 287 13-2% 17.203 280 13-2% 18.968 Pe 0.000 8-3 Pv BL 1.610 Q=103.93 16.38 C=120 0.340725 9-11'/ Pf 3.387 280 13-2'/z 18.968 255 13 2'/z 22.354 Pe 0.000 9-111/ Pv BL 1.610 Q=127.41 20.08 C=120 0.496611 2-21 Pf 5.040 255 13-2% 22.354 195 13-2% 27.394 PO(8-0) 8-0 Pe 0.000 10-2 Pv CM 2.635 Q=360.20 21.19 C=120 0.308363 6-0 Pf 1.850 195 13-2'/z 27.394 196 13-2% 29.244 6-0 Pe 0.000 Pv CM 4.260 Q=360.20 8.11 C=120 0.029719 39-5 Pf 1.955 196 13-2% 29.244 173 13-2'/z 31.199 2E(13-2) 26-4 Pe 0.000 65-9 Pv CM 6.357 Q=360.20 3.64 C=120 0.004231 16-11 Pf 0.470 173 13-2'/z 31.199 176 1-11 36.579 fE(12-7), CV(40-3), GV(3-9'/z), PO(37-8%) 94-3Y Pe 4.910 111-2'/ Pv FM 8.329 Q=360.20 2.12 C=120 0.001135 24-8Y Pf 0.064 176 1-11 36.579 32-0 Pe 0.000 107 1-11 36.643 2fE(16-0) 56-8'/� Pv MS 10.020 Q=360.20 1.47 C=120 0.000461 20-2 Pf 4.540 107 1-11 36.643 67-0 Pe -1.635 167 5-8 39.549 3LtE(16-0), BV(19-0), BFP(-4.50) 87-2 Pv UG 10.400 Q=360.20 1.36 C=140 0.000289 113-1 Pf 0.075 167 5-8 39.549 146-8 Pe 4.200 2 -4-0 43.824 3LtE(25-6), E(35-1), 2EE(17-6' ), 259-9'/z Pv S v Route 2 DR 1.049 Q=20.68 7.68 C=120 0.138399 26- Pf 4.566 102 9-0 q=20.68 K=5.6 13.633 Spr(-13.633) 297 13 2'/z 16.368 E(2-0), PO(5-0) 7- Pe -1.832 33- Pv Route 3 DR 1.049 Q=20.73 7.69 C=120 0.139003 26-1 Pf 4.458 103 9-0 q=20.73 K=5.6 13.698 Spr(-13.698) 304 13-2% 16.324 3E(2-0) 6-0 32-1 Pe -1.832 Pv BL 1.610 Q=20.73 3.27 C=120 0.017257 11 Pf 0.017 304 13-2% 16.324 298 13-2% 16.341 1-0 Pe 0.000 Pv Route 4 DR 1.049 Q=20.76 7.71 C=120 0.139468 24-9 Pf 4.428 104 11-0 q=20.76 K=5.6 13.747 Spr(-13.747) 287 13-2% 17.203 E(2-0), PO(5-0) 7-0 31-9; Pe -0.972 Pv iiab Route 5 DR 1.049 Q=21.77 8.08 C=120 0.152192 24-9 Pf 4.831 105 11-0 q=21.77 K=5.6 15.108 Spr(-15.108) 280 13-2'/z 18.968 E(2-0), PO(5-0) 7-0 31-9 Pe -0.972 Pv ea Route 6 DR 1.049 Q=22.25 8.26 C=120 0.158471 26-0% Pf 5.234 106 11-0 q=22.25 K=5.6 15.783 Spr(-15.783) 290 13-2% 20.045 E(2-0), PO(5-0) 7-0 33-0% Pe -0.972 Pv BL 1.610 Q=45.07 7.10 C=120 0.072623 8-0 Pf 0.581 290 13-2'/z 20.045 283 13-2% 20.626 Pe -0.000 8-0 Pv BL 1.610 Q=67.63 10.66 C=120 0.153863 9-111 Pf 1.530 283 13 2'/ 20.626 238 13-2% 22.156 Pe -0.000 9-11% Pv BL 1.610 Q=91.09 14.36 C=120 0.266945 0-9'/ Pf 0.208 238 13-2%z 22.156 224 13-2% 22.364 Pe 0-9'/ Pv M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15PM Page 4 J. Hydraulic Analysis Job Number: Report Description: Ordinary KS0431 Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length I Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length BL 1.610 Q=114.40 18.03 C=120 0.406889 1-4'/r� Pf 3.812 Pe -0.000 Pv 224 13-2% 194 13-2% 22.364 26.176 P0(8-0) 8-0 9-41 CM 2.635 Q=207.03 12.18 C=120 0.110690 11-0 Pf 1.218 Pe Pv 194 13-2'A 195 13-2% 26.176 27.394 11-0, Gil Route 7 DR 1.049 Q=22.56 8.37 C=120 0.162597 26-0'Y 74 33-0'/I Pf 5.370 Pe -0.972 Pv 108 11-0 q=22.56 K=5.6 283 13-2% 16.228 20.626 Spr(-16.228) E(2-0), PO(5-0) Ga Route 8 DR 1.049 Q=22.82 8.47 C=120 0.166105 26-10 4-0 30-10, Pf 5.123 Pe -1.839 Pv 109 9-0 q=22.82 K=5.6 300 13-2Y2 16.607 19.890 Spr(-16.607) 2E(2-0) BL 1.610 Q=22.82 3.60 C=120 0.020621 7-6 7-6 Pf 0.155 Pe 0.000 Pv 300 13-2% 290 13-2% 19.890 20.045 ea Route 9 DR 1.049 Q=22.98 8.53 C=120 0.168249 25-1 6-0 31-11 Pf 5.228 Pe -0.972 Pv 110 11-0 q=22.98 K=5.6 22 13-2Y: 16.838 21.094 Spr(-16.838) 3E(2-0) BL 1.610 Q=22.98 3.62 C=120 0.020887 7-6 7-6 Pf 0.157 Pe -0.000 Pv 22 13-2% 32 13-2Y2 21.094 21.251 BL 1.610 Q=45.97 7.24 C=120 0.075331 2-1 2-0 Pf 0.151 Pe -0.000 Pv 32 13-2% 37 13-2V2 21.251 21.402 BL 1.610 Q=69.06 10.88 C=120 0.159969 6-0 6-0 Pf 0.960 Pe -0.000 Pv 37 13-2% 123 13-2Y2 21.402 22.362 BL 1.610 Q=92.63 14.60 C=120 0.275375 5-10 8-0 13-10 Pf 3.815 Pe -0.000 Pv 123 13-2V2 194 13-21,4 22.362 26.176 P0(8-0) aeo Route 10 DR 1.049 Q=22.99 8.53 C=120 0.168391 24-101 7-0 31-101 Pf 5.369 Pe -0.972 Pv 111 11-0 q=22.99 K=5.6 32 13-2Yz 16.854 21.251 Spr(-16.854) E(2-0), PO(5-0) a* Route 11 DR 1.049 Q=23.10 8.57 C=120 0.169826 24-7 7-0 31-7 Pf 5.365 Pe -0.972 Pv 112 11-0 q=23.10 K=5.6 37 13-2% 17.009 21.402 Spr(-17.009) E(2-0), PO(5-0) 40 Route 12 DR 1.049 Q=23.31 8.65 C=120 0.172723 25-9Y% 9-0 34-9% Pf 6.013 Pe -0.972 Pv 113 11-0 q=23.31 K=5.6 224 13-2% 17.323 22.364 Spr(-17.323) 2E(2-0), PO(5-0) v Route 13 DR 1.049 Q=23.46 8.71 C=120 0.174842 24-101 7-0 31-10%Pv Pf 5.575 Pe -0.972 114 11-0 q=23.46 K=5.6 238 13-2Yz 17.553 22.156 Spr(-17.553) E(2-0), PO(5-0) v Route 14 DR 1.049 Q=23.47 8.71 C=120 0.175007 25-101 7-0 32-10% Pf 5.755 Pe -0.972 Pv 115 11-0 q=23.47 K=5.6 255 13-2% 17.571 22.354 Spr(-17.571) E(2-0), PO(5-0) a Route 15 DR 1.049 Q=23.57 8.75 C=120 0.176306 24-10Y2 7-0 31-10% Pf 5.622 Pe -0.972 Pv 116 11-0 q=23.57 K=5.6 123 13-2% 17.712 22.362 Spr(-17.712) E(2-0), PO(5-0) 4ib- Route 16 DR 1.049 Q=25.77 9.57 C=120 0.207930 25-101 7-0 32-10% Pf 6.838 Pe -0.972 Pv 117 11-0 q=25.77 K=5.6 141 13-2% 21.170 27.036 Spr(-21.170) E(2-0), PO(5-0) BL 1.610 Q=25.77 4.06 C=120 0.025814 5-10' 8-0 13-10 Pf 0.358 Pe -0.000 Pv 141 13-2% 195 13-2% 27.036 27.394 P0(8-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier Actual Inside Diameter l4 ( 87 = Factor Value Of C Multiplying Factor 100 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter / © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 06/04/2008 12:34:15PM Page 5 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0431 Report Description: Ordinary Group 11 Velocity HWC Friction Loss K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend. Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. ifi AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 6 Hydraulic Graph Job Number: KS0431 Report Description: Ordinary Group II Supply at Node 2 150 :Static Pressure 140.000 135 120 105 90 .N a Si 75 N N o` 60 45 610.20 f'i60.20 with hose @ 43.824 streams 30 :System demand curve 10900.00 @ 20.000_ 15 b11lluuf➢I ) I 1 n u u 1 1 1 11) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 mil 1 t)) t t ) I I t I) I ( ) I I I I 0 01002200 3300 44005500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 2 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.420 @ 610.20 System Demand 360.20 © 43.824 System Demand (Including Hose Allowance) 610.20 @ 43.824 06,, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:18 P M Page 7 GUAR Customer LIFE AND MX TUX 458 SOUTHCENTER MALL TUKWILA, WA 98188 Project MX TUX Project # /AN SECURITY PROPERTY PRO List of Materials Vendor Guardian Security Systems Inc 1743 1st Ave. South Seattle, WA 98134 Phone #: (206)622-6545 Fax #: (206)628-4990 Type of Equipment FIRE ALARM Date: MAY,23,08 Item Qty. Manuf. Model Description Unit Pri Total Price 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) 46) 47) 48) 49) 50) Siemens PAD -3 Siemens AD2-P Siemens HTRI-D Siemens HTRI-R Siemens SET CW,W Siemens SET W Siemens ZR-MC-W,W Power Supply for Strobes with Standby** Photoelectric Duct Detector housing w/Sample Tubes, Remote TSM -1 Supervised Addressable Input Module Supervised Addressable Output Relay Module Interior Audible Speaker Annunciator Interior Audible Speaker Annunciator Interior Visual Strobe Annunciator Conduit Systems: All smoke removal and detection and control devices in an approved metallic raceway and all devices in conduit per Standard MENS WAREHOUSE General Notes 0 r � 0 VSCALICINITYE:NTS MAP (Suite# 458) 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand fiexheads 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. Westem 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. r — RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE SYMBOL LEGEND REVISIONS ACT CEILING 11-0" AFF _54j Ordinary Group 1100.20gpm/ft2 for 922.50ft2 TOILET ROOM ACT SOFFIT 8'-0" AFF NORTH/ GYP BD CEILING 9-0" AFF / 4-11'12/ FIRE SPRINKLER PLAN 118" = 1' Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM.I SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL EXISTING MAIN NEW MAIN GYP BD CEILING 11 '-0" AFF APPROVAL: 0' 2' .' w� Scale: 114" =1'-4" City of Tukwila TYPICAL FLEXABLE SPRINKLER CONNECTION:_ SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS FLEX/ -HEAD DETAIL NOT TO SCALE FIG.809 SWIVEL SWAY BRACE FITTING 318' KWIK BOLT (2I/4' EMBED LENGTH) FlO.7000 ••FASTCLAMP' SWAY BRACEATTAcF,.IENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 1,.-;: ns Warehouse Rem.. -O Area: Retail #458 CALCU.. ION DESIGN CRITERIA STANDARD i PA #13-2007 OCCUPANCY _ .S ORD HAZARD II MAX. COVERP' : • .°r HEAD 130 DENSITY .2C; PM/Ft'for 922.50 FP Ftp SPRINKLER f 1 tide Model G4A & F1 FR ORIFICE 11. K= 5.6 WATER FLC....tiFORMATION': ST: " 140 PSI Ri:: .;AL 20 PSI FL .. 10900 GPM AT BASE Oi "R, SYSTEM REQUIRES: 360..»_ GPM@ 36.58 PSI eine of Design 11'-0" CLC.- ::a% AREA REDUCTION 12' FIG 4A PIPE CLAMP FOR SWAY BRACE 378' KWIK BOLT 12Iµ' EMBED LENGTH) FIG. B09 NO -THREAD SWIVEL SWAY BRACE ATTACI IAENT LATERAL BRANCHLINE RESTRAINT ;fit NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� All Thread Rod L Cut Rod Lgth Rounded to Nearest Inch Swivel Ring �+ 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 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT • 19 5.6 Pendent White 155°F Reliable G4A Concealer Total = 19 HANGER SYMBOL BRANCHLINE RESTRAINT CONT. NO.: KS0431 DRAWN BY: SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 07/21/08 Western States Fire Protection Company 7102180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF1360F WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DEM/ER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS / MINNEAPOLIS / PHOENIX / PORTLAND 1 RAPID CITY/ST. PAIL ISALT LAKE CITY /SEATTLE Phone:425-881-0100 Fa :425.881-3030 Mens Warehouse 458 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN Banks Brothers Construction Designer/PM: OWNER: Mens Warehouse CONTRACTOR: SHEET FP -1 OF 1 EXISTING ELECTRICAL PANEL EXISTING ELECTRICAL PANEL TRANS 14 2'-9" Of- VK QIOF 10 ADJACENT TENANT THE CONTAINER STORE / 0) b5-RESTkO0 I ii 3'-4" ///:'. // COUNTER //T/1 36" WIDE 1,// //// 5-1 1, SINK z A 04 -HALLWAY ////// IN 3'-6" i 02 -SERVICE 11 I 1 11 1 I 7 tc. O CV ORDER ;0 tCOLD WELL® 16'-0" M PAY 11 `; • 21'-2" 5'-3", VEER FY 1' 1- 30" 9 01 -SEATING EEP COUNTER SCALE : 1/4" = 1'-0" 0 5' 10' 20' 0 N co N NO CHANGES TO EX. SUSPENDED CEILING SYSTEM OR LIGHTING WITHIN. SEE C1-C4, SHEET A2.1 IF ANY REPAIRS TO EXISTING SUSPENDED CEILING INDOOR AREAS - SURFACE CHARACTERISTICS: MATERIALS FOR FLOOR, WALL AND CEILING SURFACES UNDER CONDITIONS OF NORMAL USE MUST BE SMOOTH, DURABLE AND EASILY CLEANABLE FOR AREAS WHERE FOOD ESTABLISHMENT OPERATIONS ARE CONDUCTED. PER 2009 FDA FOOD CODE 6-101.11 06100 INDOOR AREAS - SURFACE CHARACTERISTICS. REPLACE EXISTING CEILING TILES THAT ARE NON CONFORMING. ADJACENT TENANT BLUE C. SUSHI NO CHANGES TO EX. GWB CEILING OR LIGHTING WITHIN 0 Design per NFPA 13 — Ordinary Hazard Group 2 All materials to be new, U.L. listed and F.M. approved , Is:NIt;;'•'•,Co rrugated stainless steel hose with stainless steel brat ., ; ., available in 2', 3',4',5' & 6' Iegnths Multi -Port Bracket • Adjustable Hub • FLEXNEAD 1 N0U0)RIES, Flexheadr omniercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 ACCEPTED 1:7 Without Comments O As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau Fr.). cylforrnarce w1th current City s`andards. Accept = : ,Jolect to errors and emissions welch r r = ", .' _ r or'z "i01atlor1S of adopted s ar'.dards and cesponsiDiisty Tor the ,de; uacy of 0es;c7 .ota:iv with tre designer, is 3..S t:o tt,ese draw'ngs after tt•. sin r _ -,cru••cti and mil reauire a — , - ' T t,se +stir approval. Final inspection by Tne Tukwii t Date: (0 -1-? r,. TLUKWILA FIRE DEPARTMENT Please EPAR11- Please call 206-575-4407 and give this Fire Permit No. 17 -S -JOS" and •- t om:ms`s . shut - COW, err:. g 3 •rpt cva1. • 2 — Add Reliable Model G5-56 Quick Response 165° Concealed Pendents / x 1/z • E — Existing no change ©, r email mute a _WAS TEVT4NS M�� �sll�riii Oft • PICY FIRE P�ROT1OT10N SPRINKLER worms John J. Abel 9760--0591-CG Level 3 • Fire Prootectlo CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 POKE WAI AT 458 Southcenter Mali Tukwila, WA 98188 PAID 12 2017 TUKWILA FIRE Z/G kez DATE: l C , fl DRAWN: I SCALE: ly (N) 42" X 30" COOLERS BY TEN4NT -� .7177,7 • EXISTING RESTROOM TO REMAIN. EXISTING ELECTRICAL TO REMAIN ExistiuG STORAGE TO REMAIN c *-11%$" 2 0' f y1 �1 ,� UJB � 3' -0 (NO " SOFFIT l 1 ABOVE COOLERS (N) 18" D SHELVES BY TENANT CD ti (N) 18"D SHELVES FOR UJINE BY TENANT (N) REACH IN FOOD CASES BY TENANT 21"1" X 3"1.11 (N) 24"D X 48"W GONDOLAS BY TENANT, TYPICAL (F) SLURPEE MALI -ZING BY TENANT 30t X 30"111 (N) POP MACHINE BY TEN4NT 30"D X 30"UJ CUP STORAGE SELF SERVE COFFEE 24"D FRONT 4 BACK COUNTER FOR WARM FOOD DISPLAY BY TENANT CIGARETTE DISPLAY 134KERY D I SPL4Y ON DROPPED COUNTER (1'). P05 COUNTER AND GATE (N) 18" D SHELVES TENANT 1 VENDOR DISPLAY Witout Comments As Noted in Red Per The Attac ped LeLer These pans have been reviewed by The Tukwila Fire Prevention Bureau for conformance v t ;-urrent City standards. Acceptance is subject to error ; and omissions which do not authorize tiFioiatio =s of adopted standards and ordinances, The responsT lit• for the adequacy of deign rats totally w th the , iesigner. Additions, deletions or revions to these `rawings after this date Mil void this accf3ptance and W11 require a resub kt i of revised draw os for sue se, uent approval. Final acceptance Is subject to fI JCI test an 1 inspection by The Tukwila Fire Pr eventi. B; ire; u. Date: t By: cip 1-1 V 0 Pm con cn -n 1�/� 17': Fi F7RE DEPARTMENT ur... d can 206-5754407 and f : this Fire Permit Noe and exact address for shut- down or re toradon approval. Scale Job Number xx-yy.a Drawn 1,4 Date XX/YY/2008 Checked RBA PAID JAN 11 2013 TUKWILA FIRE c� ofov REMOVE EXISTING DOWN LIGHTS PROVIDE (N) 50 GAL. WATER HEATER ABOVE EXISTING CEILING. SUPPORT PLATPOW TO BE GALVANIZED FAN ATTACHED TO STRUCTURE WITH ALLTHREAD BOLTS AND PIPED TO DRAIN. / \ RESTIR 002 '&1) RELOCATE EXISTING \k\� MECHANICAL DIFFUSER ALIGN NEW SOFFIT WITH COOLER/DOORS BELOW Design per NFPA 13, Ordinary Hazard Group 2, Retail Store All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart All heads have a chrome 2" oversize ring for seismic movement o 2 — Add Globe GL Series Model A-55 Quick Response Dry Pendent 200° I/2 x %z o E — Existing no change LER EXISTING CEILING FAN TO REMAIN. EXISTING EXIT LIGHTING AND HORN/STROBE TO. REMAIN. 9 9 1 REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" • • • • \ / / \ \ / / \ oG •• \ / / \ • • a 0 / \ EXISTING VAV DEVICE AND TB TO REMAIN. (N) LOW VOLTAGE PENDANT LIGHT O EXISTING O EMERGENCY LIGHTING TO REMAIN. EXISTING MECHANICAL SCREENS TO REMAIN. VERIFY EXISTING JBOX TO REUSE FOR TENANT SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. 'EI Without Comments ❑ As Noted in Red ❑ .Per The Attached Letter These plans have been reviewed by Tukwila Fire Prevention Bureau for conformance with current City - standards. Acceptance 1,u -3c to errors and omissions which r,oi a itori7e viola.::ions of adopted standards and ordi; i-3nce_ . The responslbiii y for the adequacy of dc.- r: _ ��� . r ;y with the designer. Additions, deleb or-: ::r ,c. -,visions to [hese drawings after this date will vcid ops acceptance y gc' NM require a resubmittai of r'- ,iscU d, awrn :or' suose a ant approval. Final acceptance is subject to fie d test and inspection by The Tukwila Fire Prevention Bureau. Date: is `J " 1 )- av: , I I TUnim.A FIRE DEPARTMENT Please cal 205-575-4407 and give this Are Permit No. and exact address for shut- down or restortion approve[. RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS �ebcrie)r,on Ivo C4,a!\ ka c tc►ur p IGtR b C VOL.) D1/4A, WA — t(1 coo`r 1n5\-0,\\ 1r\ Space CRCWN FIRE PROTECTION INCORPORATED. P.O. BOX 12113 MILL CREEK, WASHINGTON 95082-0113 PH. (425) 481-7669 'I1ENANT IMPROVEMENT 458 SOUTHCENTER MALL TUKWITA, WA. 98188-2816. PAID r- � ^• i(117 Ur ttd ILA FIRE Z7 3 /e/a' Q" DATE: 12._. 15tZ DRAWN: SCALE: L• D Q i • „ II I'!' ! I FILE: •I . • • AS% SHEET INDEX SHEET \UI\ii,EIR ,SHEET TITLE FIRE TUKWILA FA -01 SYSTEM I \ FCHIvATIO \ FA -02 CAL DETAILS - WRI\G A\D MOU\TI\G FA -03 HFIRE: ALA \A SYSTEM FLOO PLA\ I ; FA -04 SYSTEM CALCULATIO\S (GE\ERAL), RISE, SITE PLA\ 183 ,!vv,thout'cozorns: eht i4od in Red o per The itched Lr • I nese plans hakt:e.liittrt:7,'/-•i ritytii„;:t2:wed by The 11r6 Prevention F3ur.0 ori iia With creLcty standards. Acc:;:cti.-3;-(:;,.! t‘14,;;t-ot to ei•rors ane !.. omissions ,..vnif.::11'00 ::tuthenze violations ofit-it1.1cptild standards,The responS.ibitI4 fpr the adequacy of (h (•:esigr,etr2 Additions, c.iFil,:tnott r+tsic7•ts ktT.-•., these dritivd.liScr this data wilt vt ckce rd w1 requ r resubmittal of revit-Jed,:ire,iNings for subsequent kpprovaI. ! • . Final accept&nce ;IS subject to field test end inspection by The Tukwila Fize ‘it'rkieritioriPureau. Date: 51- Avt • By: ; fUKWILA FIRE DEPARTMENT Please call: 57544g and give this,job No. (9(b lnd exact address for shut* Aon or rest3ration' ;approval; • J1 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHAT WIRE DESIGNATION • SYMBOL DESCRIPTION ' NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE., D ! DATA 'LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H , ' DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC : TWO 1416 FPL/FPLR RED (JACKET) S ' SIR* CIRCUIT - FEED ' TWISTED PAIR cl/ SHIELD #12 FPL/FPLR RED (JACKET) 2S •! STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD 1412 FPL/FPLR RED (JACKET) A .! ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V : SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I , REMOTE INDICATION LIGHT' TWO . . #18 FPL/FPLR RED (JACKET) X LOW . LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #416 FPL/FPLR RED (JACKET) B . BEAM DETECTOR POWER TWO 4414 FPL/FPLR RED (JACKET) • t . CONDUIT FILL CHART .,. , .. NO,, .,1.. L, •• TWO ., . CDOUIT • It . . ' . 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 CONDUCTOR . 300V #18 AWG FPL TW CABLE .156 O.D. .0191 Ik . 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 •I THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. ' '1. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" • .34 SQUARE INCH ' ' 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH ' ' . 1.34 SQUARE INCH h t'FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. '9, TABLE 4. It -; SHIELDED WIRE TO BE GROUNDED 1.; AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH :TAPE AND TAPED AT END FOR SIEMENS SYST SYSTEM ASHINGTONH. DO NOT INSTALL ! ADDRES BLE .jIIITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DE DEVICE 01-1-02 WOULD BE 2. DETECTOR AND AUDIBLE CI 3. AUDIBLE/VISUAL CIRCUIT WI BRANCHING IS PERMISSIB 4. INSTALLATION SHALL BE IN ELECTRIC CODE, NFPA 72, L 5. INSTALLATION MATERIALS ( STANDARD BOXES, FIBER 0 ARE NOT SUPPLIED BY SIE,IV 6. DETECTORS SHALL NOT BE AIR STREAM OF AIR SUPPL 7. WIRING SHALL BE PER PLAO TYPE, QUANTITY AND COLO AND UNIQUELY MARKED FOR 8. INSTALLING CONTRACTOR S DRAWINGS FOR "AS BUILT" 9. FOR ADDITIONAL INSTALLATI SHEETS AND/OR INSTALLATI 10. THE 120vac POWER ELECTRI MUST COMPLY WITH ARTICL SPECIFICALLY SECTION 1-5.! SOURCES. 120vac POWER S DIRECT SUPERVISION OF FI 11. ALL HORN/STROBE AND ST. OF 80" A.F.F. OR 6" BELO ALL MANUAL PULL STATION ACTIVATION DEVICE. 12. 13. 14. 15. ICE SY 'THE S UIT S, fRic-r! CAL Hi !IcsJer kiS (k duNT OU TL WITH COD,E FUTO ALL. URPOS N. INS N: INS 'AL W 5.2: ALL N, AL BE T).RpP :SHA BOL DENOTE DEVICE CIRCUIT/ADDRESS GOND DEVICE ON ADDRESSABLE LOOP, 1. LARITY SHALL BE OBSERVED. !SUPERVISED. NO PARALLEL ONFORMANCE WITH THE NATIONAL DE(S), AND/OR AUTHORITY HAVING JURISDICTION. 01T, WIRE, FITTINGS, HANGERS, '3LE, FITTINGS, AND ASSOCIATED EQUIPMENT), BERUS DIVISION. 11 ALL PANEL NUMBERS AND 17c0IT ALL 120VAC CIRCUITS AREFROM GENERATOR. •, PER NFPA 72 SECTION 5- .6.'1.DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED, Bf,HE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEO! INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANEO OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINQOUSH FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO. pEyi,4 WITHOUT SPLICING IN PULL BOXES .OR OTHER BACK BOXES OF DI,F,E001 CIRCUITS. 17. ALL WIRING SHALL BE ME-WEDi VtRIFIED TO BE CONTINUOUS, FREE OF- GROUND , AND FREE OF SHORTS BETWEEN OONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. !1I1111.!• ! 1H I !I h1I' 18. ALL CABLES SHALL BE MA LKEDI A ,I; INDICATED ON FIRE ALARM RISER WITH A. ' il, PERMANENT LABEL AT ALWDEVICES, JUNCTION BOXES AND FACP.,' • ; t ' ii,j!:,_•'' 19. THE ELECTRICAL CONTRACT K...11 ALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF TE LF.IIREkALARM BACK BOXES AND JUNCTION BOXES .: AFTER COMPLETION OF TH ,IR INSTALLATION. • !... 11 L! JH! 20. DETECTORS MUST BE RATE FOR ITEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED., IN DIRECT S. PER NFPA 72 2-3.5.1 ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, CONDUCTORS SHALL BE PERMANENTLY, ; IDENTIFICATION. ;URN ONE SET OF ACCURATELY MARKED 'S. UCTIONS; REFER TO CATALOG CUT UCTIONS. K SUPPLYING FIRE ALARM SYSTEM PANELS ND 760 OF NFPA 70, N.E.C. AND NFPA 72, REFERENCE TO DEDICATED BRANCH POWER iT BE APPLIED TO FIRE ALARM PANEL WITHOUT TECHNICIAN. \/ICES SHALL BE MOUNTED AT A HEIGHT D CEILING, WHICHEVER IS LESS. BE MOUNTED AT 48" A.F.F. TO THE WILL BE ON THE RECORD DRAWINGS SET. EDICATED CIRCUITS FROM THE EMERGENCY 21. ALL WIRING BETWEEN FL00S S ALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 AL!j ST`_61-IS OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E. IMEITA'LLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE HOOTOpkG AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE Clil4GOIN'G AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN liN: THE SAME CABLE *ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), :t ENCLOSURE, OR RACEWAY. ; 23. , . b! O IIII ADEQUATE SEPARATION BETrEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIR TELP ENSURE PROTECTION OF THE NFPA 72 2007 A.6.4.2.2.2 ! A!, GOAL OF 6.4.2.2.2 IS TO:PROVIDE CABLES FROM PHYSICAL DAMAGE ;THE RECOMMENDED MINIMUM :HL : SEPARATION TO PREVENT PYICAL DAMAGE IS 305 MM (1 FT) ',WHERE . . THE CABLE IS INSTALLED V,R HQ LL1M AND 1.22 M(4 FT) WHERE THE CABLE IS INSTALLED , ' • Tr . . t:II ,1: i, i !:t1Ill I , I ' QUANTITY 2 2 • 2 1 EX ' SY 'BOL DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP • FIRE ALARM EXCONTROL PANEL • XLS -V SIEMENS PROVIDED 66" A.F.F. TO TOP FRA 1,111' • ! .FI R E ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP '!!IN 8P tl REMOTE BOOSTER . PAD -3 '! POWER SUPPLY N• EX ; • I INTERFACE MODULE ' HTRI-R WITH RELAY t'31 SIEMENS PROVIDED 66" A.F.F. TO TOP SIEMENS 4S DEEP VERIFY IN FIELD DUAL • INPUT ; 'INTERFACE MODULE !• HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD CONTROL POINT . MODULE . It; HCP SIEMENS 4S DEEP VERIFY IN FIELD 7M REMOTE CONVENTIONAL HZM , ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED • VERIFY IN FIELD :44 411 CI rt • SMOKE DETECTOR (ADDRESSABLE -PHOTO DUCT SMOKE DETECTOR 1•• ,HEAT DETECTOR • ,i(ADDRESSABLE) ;,FIRE ALARM SPEAKER STROBE KCEILING MOUNT) ,FIRE ALARM ;SPEAKER STROBE ,KWALL MOUNT) '!FIRE ALARM SPEAKER STROBE KWALL MOUNT) FIRE ALARM STROBE .(CEILING MOUNT) FIRE ALARM :STROBE (WALL MOUNT) FIRE ALARM ..! SPEAKER :(CEILING MOUNT) ,FIRE ALARM 'SPEAKER (WALL MOUNT) FIRE ALARM STROBE P (WEATHERPROOF) FA UBOX 49 N GR MULTI -VOLTAGE CONTROL RELAY .t MAGNETIC ;DOOR HOLDER 'FIRE ALARM TERMINAL CABINET II.JUNCTION BOX HFP-11 W/ SIEMENS DB -11 BASE AD2-P W/ SIEMENS TSM MODULE HFPT-11 v\i/ SIEMENS DB -11 BASE SET -MC -CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS ZR -MC -CW SIEMENS ZR -MC -W SIEMENS SET -CW SIEMENS SET -W SIEMENS SET -S17 -WP SIEMENS 4S DEEP ; W/ 1G RING DUCT HOUSING 4S DEEP W/ 1G RING 4S DEEP BOX W/ 1-1/2" EXT. CEILING VERIFY IN FIELD CEILING CEILING 4S DEEP BOX • 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM 4S DEEP BOX CEILING V‘i/ 1-1/2" EXT. 4S BOX W/ 1G RING PDX W/ 1G RING CEILING 80" A.F.F. TO BOTTOM U.O.N. 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM MT -SUR -BOX 1 /2" PIPE MR -201/C AIR PRODUCTS 4S BOX F.B.O. F.B.O. F,B4O, [ABOVE FINISHED N/A ' FLOOR ;FURNISHED BY 'OTHERS • 1. t • ;NOT • APPLICABLE UNLESS OTHERWISE NOTED WEATHERPROOF DEVICE AS BUILT . ADD OR CHANGE N/A N/A N/A N/A N/A AS BUILT N/A REMOVE B AS BUILT UE ,t. NOTES TO CAD N/A F.B.O. F.B.O. F.B.O. N/A N/A N/A N/A N/A N/A N/A N/A F.B.O. F.B.O. N/A N/A N/A N/A N/A N/A N/A N/A N/A VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD N/A N/A N/A N/A N/A N/A N/A N/A Copyright2006 by Guardian Security SyStems, Inc',. All Rights RELEASE/REVISIONS z LU DESCRIPTION SHOP DRAWINGS- LLJ 1- D co0 0 <KIC < j co co CC-J Xw 0 w 0 D I-ocn mw W < CC cn LLco uJ H >IN ALE: 1/8'=1' DRAWN LANDERSON DESIGNED BY: R.VEZZANI DATE:5/20/08 BACKROUND PLAN PROVIDED BY: 1,•013 NUMBER:54531 ,} SHEET': L- X H LLJ W 0 0 1- z z w cu 1-34-3 0 0) 713 -o c rn to I, ii II 3 II III ! :THE DUCT SMOKE DE-ECTOR. ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. aj�}iE PREFEFRED INSTALL-OCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX 'i,! H DUCT WID,l-IS FRAM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. COMBINE ALL S ISOLATE FROM' TO NEXT ADDRESSAB, STOP IF LAST DEVICE FROM XLS CONTROL.j, PREVI❑US ADDRESSA: ,END OF LINE DEVIL SUPERVISED', Ir {i END OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. AIR DUCT 6-10 DUCT EQUIVALENT 1 DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE DUCT DETECTOR LOCATI❑N LDS A ❑UNDIN I.I DEVI E� ANE( ❑ f E DEV( 3,6K 11 4W) WITCH I. it NOTE: FOR ADDITIONAL! SEE PRODUCT D' PREVI❑US ADD( DEVICE TO NEXT ADDR DEVICE O GROUND it o 0 tc) HTRI—R OSTATUS LED 0 N.O. 0 COM O N.C. O II II! PECIFICATIONS UMENTATION. I I1 'ICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LAB ;I se"E (BACKGOUND MUSIC SHUTDOWN) SABLE 1 I 71 SABL it 44 �Ilil NOTE 11 VOLTAGE MAX, - CURRENT MAX, - CONT, RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING-----. TUBE INLET SAMPLING—'\ TUBE AT LEAST SIX DUCT WIDTHS ' FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE }-AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE f(..) STOP IF LAST DEVICE l(-) FROM XLS CONTROL PANEL OR �(+) PREVIOUS ADDRESSABLE DEVICE (-) END OF LINE DEVICE : (3.6K 1/4W) SUPERVISED / RELAY CONTACTS SWITCH (4.OA @ 125VAC) GROUND (4.OA @ 30VDC) 27 VDC • 3,5 mA DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTION, 1001 TB1 5 0 0 0 0 123456 TB2 CP 0 0 +-\+- 6 5'4 3 21 IO O NOTE: JI ;'dam d i i 0 >4)-) 0 Ln HTRI—D STATUS LED 0 O N O O FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC n, 1 . L L T T T T 0 0 PAD -3 INPUT • INPUT' TROUBLE NAC1 NAC2 NAC3 NAC4 AUX, 1+ 1- 1 2+ 2- .2 NC C NO + - + - + - + - + - m 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL, ;SCALE NAC -4 NAC -3 ? NAC -2 NAC -1 ;I USED 'GND OI LINE 3,6K 1/ UPER LSWITC EVICE W) ' ' ISED FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE '41 - DEVICE LOOP NOT USED REMOTE DEVICE LOOP 0- 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL " C INPU ) P I •I �. TSM -1 0 Oki _. CQC TYPICAL AD2-P DUCT SMOKE DETECTOR -WIRING DETAIL SCALE N(NE (-) STROBE SPEAKER '(+) (--) .STR❑BE EAR GRO r: -›4+)To =(-) S'! Th (STROBE) SPEAKER SPEAKERISTROBE AND STROBE WIRING LABEL SCALE t: SPEAKER STROBE OR STROBE ONLY R i 80" A.F.F. • 4S DEEP BOX w/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE o; I!r it I; ! If!. TEXT DEVICE OR Pi IF; LAST DEVICE TO; NEXT DEVICE OR END OF LINE IIS,' lo: ier TIb NEXT DEVICE OR END OF LINE rl NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER TIN TEMPERA RE: +32' F 0' C TO 100' F 36 C) HUMIDITY: -9 % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR —, -� FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) DATA IN (+) > DEVICE IS USED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT 1N WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR • DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW TO NEXT DEVICE E—' > ( ) DATA OUT > (+) DATA OUT e HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LIBEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 0 IN • I 0 0 ; TO NEXT CADDY BAR, SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE --- SUSPENDED ILLUMINATED' VI EIL DO R0- IRST L ADDRESSABLE N DEVICES U\TIL PREPROGRAMMED W DEVICES ADDRESS. MAT T Copyright ' 2006 .by Guardian Security Systems, Inc. All Rights DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/20/08 BACKROUND PLAN PROVIDED BY \LOB NUMBER:54531 ;SHEET FA -02 11 ............._.... ,ct — . • • ,, „ r ' i ..._....._ .. ',,,,-,I ____ . Y_ ; • ..... .. yr • I' 1 -.. -.- ...- - - r• .'• \E.") I 1,— i I - - .... „ -r I I II i i 1 I / I i 1 / SHOP D•RAWINGS " i ' 1-""." .. \ , . `• I • i \\ / / .,.. 111' • •,. ',,, - i I 1 I 5 C " \ I I I ) '\ ; 1 Ii1 • , ' , • :,, ; ' 1 Tr114.,Nr- i /1 ........... i I l; 1 FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI-D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM FIELD LOCATE WITHIN 3 FEET OF CONTRL 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. IREV. BY: I ,ct — . • • , ' . . ' , DESCRIPTION SHOP D•RAWINGS • • • , ' , • .., •"i DATE ' • 0 -.„. '. „c•I :',, • 0 ; DO OT INST ADDRESSABLE MATOU DEVICES UNTIL 1, PREPROGRAMMED MT DEVICES ADDRESS. NUMpEO:54531 1. ! I_ I li • SYSTEM CA _CULATIONS MX TUX FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations 1-E: A I; (3F -1O I=' C rrent Load: Standby: Alarm: Current Load: Standby: Alarm: MALL 1 EE OFFICE 111:5 I . CP Ii IE PACIFIC SUN WEAR/ ;Fr)" 0.0022 0.0635 0.009600 0.001600 0.005 Total 0.0022 0.0635 0.0096 Amps 0.0023 0.064 Total Device Type Total Total 0.0035 • [c it ICA THE 'N;,\ K N„ 00. [i100 [(31 [(311 Main System Board 0.042 SET -MC @15CD SET -MC @30CD ,1SET-MC @75CD ji SET -MC @110CD SET-HMC-C@115CD !i1, SET -HMC C@135CD 0.17 Amps';'; SET HMC-C@185CD I!; ZR -MC @15CD Ij ZR -MC @30CD ;�'� • 'HCP 0.0731 n c-) Standby OUrrent Load: Alarm CO -ent Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0.17 Amps For 5 Minutes= 0.014 Amp -hours 1010 j 5E 01, • 1 •i; 0.0 25% Derating= 2.211 Amp -hours 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 0.0015 Amps 0.572. Standby Current Load: 101 MX TJX 15;,5 r(3 1 ELEC. TRI'C.AL. R1)0 II GAL! EHE WEST EL -I;'1 C 1. ?C'fCLIVG S'Ci;1GE -E_'_ �, ';'1EXICAN /\ PI F'\ I 1 C:.1-' f:_ ``i i•. 'I- 53.0 f 53.0 el Alarm Current Load: 0.03 Amps 0.572 Amps For 24 Hours = Amp -hours For 5 Minutes= Amp -hours .15251 C-) C.) r-; Lw 25% Derating= Amp -hours 12VDC Amp -hours 7AH Amp -hours Battery Pair to be Used: 12VDC Amp -hours (J i C-! 5 :0 \, PROJECT: Panel: Date: CIRCUIT: QTY 2 0 2 0 BATTERY SIZNG CALCULATION Notification Appliance t ircuit Detail WESTFIELD SOUTHCENTER MALL MX TUX May 22, 2008 REV. BY: NVI DESCRIPTION SHOP DRAWINGS I DATE =-5/22/08 2«aa< Wire Resistance 1.62 CURRENT TOTAL= 542 Device Type Alarm Current SET -MC @15CD '64 SET -MC @30CD_ 98 SET -MC @75CD _ �~ 175 350 SET -MC @110CD 233_ • 0 0 SET-HMC-C@115CD 318 ~ 0 0 SET-HMC-C@177CD 445 0 0 SET -HMC @135CD 318 0 SET -HMC @185CD _ 445 1 Z-MC@15CD_ -_ 64 64 __.0 - _ _ _ .Z -MC @30C D 98 0 � 0 _�� SET-MC-CW@110CD 233 0 DEVICES= 5 TOTAL mA= 542 Alarm Total 128 0 Wire Size Circuit Total ( WL * 2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E) --_ (E=I*R) EOL Voltage - .--------------_ (20.4 - E) MX TUX WESTFIELD SOUTHCENTER ALL SCALE 1I32°:1' 75 C 75 C 15 15 15 PROJECT: Panel: Date: 19.9346388 Notificationi4p,pliance Circuit Detail WESTFIELD SOUTHCENTER MALL MX TUX May 22, 2008 Wire Resistance 2.58 CURRENT TOTAL= 7.2 SPEAKER CIRCUIT Device Type 70.7V 1/8 Alarm Current Alarm Total 1.8 7.2 0 0 Voltage at EOL Circuit Total Total Wire Resistance (R ) (WL*2)*(R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) EOL Voltage D,I DEVICES= TOTAL m A= 2I 20.379009121 7.21 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI EX BACKROUNQ1FLAN I, P,ROVIDEDI'.;BY: _JOB, NUMBER:54531 RISER DIAGRAM VOLTAGE DR CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Resery SHEET FA -04 � s MENS WAREHOUSE VICINITY MAP (Suite# 458) SCALE: NTS General Notes 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. Branchtine 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 II appropriate maintenance of sprinkler system in accordance with NFPA, as well as state local codes. 7. The owner is responsible for tl)e freeze protection of all sprinkler system piping and components at are npt designed for freezing corlditio s. 8. xistln tire sprinkler system to remain. western States Fire Protection will modify the existing system oniv in tg e areas of work. All other areas are not in contract and WSFP is not responsible for ex \train stamps must:be spazted before pipe is )ung. DO no: paintiolping..-ri ,:-ior to hydro tic,W- c-,_ gar o'Jel. D 0 Without Cornett As Noted in Red Per The Attached Letter 'nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acceptance is �uhi/pct to errors and NOT omissions which do not authorize violations of adopt6d 1 stanaaras and oralnances. The responsibiBty for the adequacy of design rests total'l'y with the designer. iAdditions, deletions or revisions to these drat. Ings atter this date will void this acceptance and will require a s resubmittal of revised drawings for subsequent approval. Final accpt`-nce is subject to field test and inspection by I The Tukwila Fire Prevention Bureau. Date: By: , t SYMBOL LEGEND RISER. DETAIL DRAULIC REFERENCE ONLY TO SCALE rUKWILA FIRE DEPARTMi N Please call: 575-440Z and give this job No. iii' S-70 l • end exact address for shut. urlw/n or rest3ration apirovai: REVISIONS ACT CEILING 11-0" AFF 5� Ordinary Group 1100.20gpm/ft2 for 922.50ft2 TOILET ROOM ACT SOFFIT 8'-0" AFF C2 / C2 NL f ORTH GYP BD CEILING 9-0" AFF co FIRE SPRINKLER PLAN 1/8" = 11 Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT SYM • SIN QTY 19 K 5.6 SPRAY Pendent ORIF. FIN. White TEMP. 155°F MFR./MODEL Reliable G4A Concealer Total = 19 EXISTING MAIN NEW MAIN GYP BD CEILING 11 '-0" AFF APPROVAL: CONT. NO.: FILE COPY TYPICAL FLEXABLE SPRINKLER CONNECTION. FLEXHEAD PIPE NIPPLE SPRINKLER BRANCHLINE LEXABLE CONNECTING HOSE'': IN STANDARD LENGTHS MOUNTING BRACKET • REDUCING FITTING S PENDED T BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALA, /I V (21l4'•agi LENGTH) (214' EMBIEK6NGTH) FIG.90$ SWIVEL SWAY BRACE FITTING FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHM \ BRACE PIPE I FIG.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE BRACE PIPE :LAT 18,4 NO RAL LINE RESTRAINTS THREADED BRACE PIPE Mens Warehouse Remote Area: Retail # 458 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY MASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM /FP for 922.50 FP SPRINKLER Reliable Model G4A & F1 FR ORIFICE 1t2° K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 360.20 GPM© 36.58 PSI • At time of Design 111-0" GLC.=38.5% AREA REDUCTION 0' 2' 4' Scale: 114" _ 1'4r 12' FIG.4 PIPE CLAMP FOR SWAY BRACE O LATERAL BRANCHLINE RESTRAINT MO NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NC T TO SCALE Hanger No. 07C HILT' Kwik Bolt 01 Cut Rad Lgth Rounded to Nearest Inch Rod Coupling All Tlread Rod Swivel Ring 0 IR Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and W Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE City of Tukwila KS0431 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 06/04/08 Western IS Protection 7102 180th AVE NE, STE A-1 Lic. #: WESTESI ates Fire Company )5 - REDMOND, WA- 98052 1360F WESTERN STATES FIRE PROTEI ALBUQUERQUE /AUSTIN / DALLAS/ PECATU LAS VEGAS/ MINNEAPOLIS / PHOENIX /PORTIANO Phone:425-881-01 TION COMPANY- OFFICES LOCATED /DENVER / DULUTH /HOUSTON/KANSAS CITY /RAPID CITY/ ST- PAUL /SALT LAKE CITY /SEATTLE )0 Fax 425-881-3030 Mens Warehouse 458 Southcenter Mali Tukwila,WA 98188 FIRE SPRINKLER PLAN Mens Warehouse a m 0 Banks Brothers Construction Tukwila Fire z004 �6/�3,0 SHEET FP -1 OF 1 CONTRACTO 458 SOUTHCENTER MALL ASSOCIATED PERMITS 13-F-008 08-F-231 17-S-105 12-S-260 08-S-301 SITE LOC Site Address: 4ist CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** ATION King Co. Assessor's Tax No.: 5 � i *hcerHc,r int] Tenant Name: a).1CD Suite Number: , Floor: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: \j„).e_5\ meq Yfl1 nage meef'II &IOL Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: Company Name: Gk a i Y) YL)“,r1 -FjP- C hcr) f 1n( 9kftvc \?-1 12D YY 11\ ()00-e L , l3 Mailing Address: E-mail Address: City State Zip Day Telephone: zias--zigt-woop9 -3e5G I Cr CitG(rov3rt ep. (b�y Fax Number: L- e Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 5CYDC0 2 S Sta/ OZ- g(09,5' Scope of Work (please provide detailed information): Mk 7') heriob 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 oA ER OR AUTHORIZED AGENT: Signature:EN Print Name: Plan Permit App.doc j/Sc,\Cry )n son Day Telephone: Date: IP ' &1-7(Q67 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUK'WILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 205-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** / / King Co. Assessor's Tax No.: /Y Site Address: S8 So h(e/%,4,,i7 I / Suite Number: Floor: press Shap. Tenant Name: New Tenant? 0_ Yes ❑ - No Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name:. C �� RC)/77,77Compairy'Name; . C, Are_ rT re_ Pr( c l i c )flC Mailing Address: . City 1S{�l r�[Dg.� State Zip/- E-mail Address: je$S 1c cx`oi 3n-cp. cora Fax Number: .`7''4 ` City State Zip Day Telephone: 'Z5"J 17�ob9 Valuation of Project (contractor's bid price): S • 25O . co Scope of Work (please provide detailed inf on): ' add Cz) herds PERMIT APPLICATION NOTES Value of Construction — In all cases, a value ofconstruction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to giant, in writing, one or more extensions of time,=for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TBE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: .P$t - FOI7-kfrW-/VDate: 11.1g12_ Print Name: 3s a A& /t cGY? Day Telephone: Zi40 1 ~ 7016,q Plan Permit App.doc 5/14110 TFD FP Form 8 . ".• FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Poke Wai 458 Southcenter Mall Permit No.: 17-S-105 Date: June 16, 2017 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 21 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. tti • 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. ITZAMET SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** � jj King Co. Assessor's Tax No.: `(l Site Address ' 4 5' \� k ,„Ak, Q, \rk Suit : er. If(') Floor: Tenant Name: % 1.67 4),L) Property Owner's Name: (0 l New Tenant? ❑ -Yes Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: KARINA VELIZ Day Telephone: 206-734-6276 x229 Company Name: GUARDIAN SECURITY SYSTEMS, INC Mailing Address: 1743 — 1ST AVE S SEATTLE, WA 98134 City State Zip E-mail Address: kveliz@guardiansecurity. com Fax Number: 206-341-9928 Valuation of Project (contractor's bid price): $ I - Scope of Work (please provide detailed information): 10 / A 1 vA.5 6A-Yova_-c. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc 5/14/10 Date: \ 9.) Day Telephone: (2D4 �` � � -5n0 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Men's Warehouse 458 Southcenter Mall Permit No.: 08-S-301 Date: June 10, 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. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. ���. Hydraulic Overview- Report Description: Ordinary Group II Job Job Number KS0431 Design Engineer Andrew Chancellor Job Name Mens Warehouse Phone (425)881-0100 FAX (425)881-3030 Address 1 458 Southcenter Mall State Certification/License Number WESTESF136QF Address 2 AHJ City of Tukwila City Tukwila State WA Zip Code 98188 Job Site Southcenter Mall System Density 0.20gpm/ft2 Area of Application 922.50ft2 (Actual 1001.94ft2) Most Demanding Sprinkler Data 5.6 K -Factor 20.00 at 12.755 Hose Streams 250.00 Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated 16 System Pressure Demand 43.824 System Flow Demand 360.20 Total Demand 610.20 @ 43.824 Pressure Result +95.597 (68.6%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 2 10900.00 250.00 140.000 20.000 t f 1 i Atli. 111 8,i,. 1. irw,4.�..4I 11,• Mens Warehouse Supply at Node 2 (10900.00, 250.00, 140.000, 20.000) 150 _i i I I 1 Static 1:e,..ree.! = O. 135 Pressure 140.000 120 B+ p• r_: y, co cc z 105 090 t=i a E� �f o a c ow_: o4.:— c S • m 75 N v 60 a. 11 = c c c; — X610.20 wi h hose streams 11�®� p I _=_ 45 X60.20 @ 43.824 L1 U c� i�rt. ,•, :.. 30 I c � c�`vc ''c\c15 =System demand curve 10900.00 @ 20.000 �. 0 0 qmi11111111111111111111111111111111111111111111111111111111 111111111 111111 11 1 0 6600 8800 19 30f 5500 7700 9900 11000 Water flow, gpm © M.E.P.CAD, Inc. yy AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:06PM Page 1 Hydraulic Summary 1 Job Number: KS0431 Report Description: Ordinary Group II Job Job Number KS0431 Design Engineer Andrew Chancellor Job Name Mens Warehouse State Certification/License Number WESTESF136QF Address 1 458 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall Crty Tukwila State WA Zip Code 98188 Dravnng Name Mens Warehouse 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 922.50ft2 (Actual 1001.94ft2) Additional Hose Supplies Node Flow(qpm) Number Of Sprinklers Calculated 16 Coverage Per Sprinkler 100.00ft' AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 43.824 Right: 43.824 Total Hose Streams 250.00 System Flow Demand 360.20 Total Water Required (Including Hose Allowance) 610.20 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 21.19 between nodes 196 and 195 Maximum Velocity Under Ground 1.36 between nodes 2 and 167 Volume capacity of Wet Pipes 2699.17gai Volume capacity of Dry Pipes 0.75ft' Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 2 250.00 140.000 20.000 1 10900.00 139.420 1 610.20 43.824 95.597 Contractor Contractor Number KS0431 Contact Name Andrew Chancellor Contact Tale Project Manager Contractor Name Western States Fire Protection Phone (425)881-0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX (425)881-3030 Address 2 E-mail City Redmond State WA Zip Code 98052 Web -Site ©M.E.P.CAD, Inc. yy►jAutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:12 P M Page 2 �,3 © M.E.P.CAD, Inc. i� AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:14 P M Page 3 Summary Of Outflowing Devices Job Number: KSO431 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Sprinkler 110 22.98 20.00 5.6 16.838 0.23gpm/ft2 Sprinkler 111 22.99 20.00 5.6 16.854 0.23gpm/ft2 Sprinkler 112 23.10 20.00 5.6 17.009 0.23gpm/ft2 Sprinkler 116 23.57 20.00 5.6 17.712 0.24gpm/ft2 Sprinkler 117 25.77 20.00 5.6 21.170 0.26gpm/ft2 Sprinkler 113 23.31 20.00 5.6 17.323 0.23gpm/ft2 Sprinkler 114 23.46 20.00 5.6 17.553 0.23gpm/ft2 Sprinkler 115 23.47 20.00 5.6 17.571 0.23gpm/ft2 Sprinkler 105 21.77 20.00 5.6 15.108 0.22gpm/ft2 Sprinkler 108 22.56 20.00 5.6 16.228 0.23gpm/ft2 Sprinkler 104 20.76 20.00 5.6 13.747 0.21gpm/ft2 Sprinkler 106 22.25 20.00 5.6 15.783 0.22gpm/ft2 Sprinkler 102 20.68 20.00 5.6 13.633 0.21gpm/ft2 Sprinkler 109 22.82 20.00 5.6 16.607 0.23gpm/ft2 Sprinkler 103 20.73 20.00 5.6 13.698 0.21gpm/ft2 cj Sprinkler 101 20.00 20.00 5.6 12.755 0.20gpm/ft2 ci Most Demanding Sprinkler Data �,3 © M.E.P.CAD, Inc. i� AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:14 P M Page 3 (l� © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 4 Hydraulic Analysis r Job Number: KSO431 Report Description: Ordinary Group 11 Pipe Type Diameter Elevation Flow Discharge Velocity HWC K-Factor Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream 4 Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 32-8% Pf 5.425 101 9-0 q=20.00 K=5.6 12.755 Spr(-12.755) 9- Pe -1.839 298 13-2% 16.341 2E(2-0), PO(5-0) 41-8% Pv BL 1.610 Q=40.73 6.42 C=120 0.060210 0-51 Pf 0.027 298 13-2'/z 16.341 Pe 0.000 297 13-2% 16.368 0-5% Pv BL 1.610 Q=61.40 9.68 C=120 0.128695 6-6 Pf 0.835 297 13-2% 16.368 Pe -0.000 287 13-2% 17.203 6-6 Pv BL 1.610 Q=82.17 12.95 C=120 0.220594 8-0 Pf 1.765 287 13-2% 17.203 Pe 0.000 280 13-2Yz 18.968 8-d, Pv BL 1.610 Q=103.93 16.38 C=120 0.340725 9-11Y Pf 3.387 280 13-2% 18.968 Pe 0.000 255 13-2Yz 22.354 9-11Y Pv BL 1.610 Q=127.41 20.08 C=120 0.496611 2-2 Pf 5.040 255 13-2% 22.354 8- Pe 0.000 195 13-2% 27.394 P0(8-0) 10-2 Pv CM 2.635 Q=360.20 21.19 C=120 0.308363 6- Pf 1.850 195 13 2'/z 27.394 Pe 0.000 196 13-2%29.244 6- Pv CM 4.260 Q=360.20 8.11 C=120 0.029719 39-5 Pf 1.955 196 13-2% 29.244 26-4 Pe 0.000 173 13-2Yz 31.199 2E(13-2) 65-9 Pv CM 6.357 Q=360.20 3.64 C=120 0.004231 16-11 Pf 0.470 173 13-2% 31.199 94-3Y Pe 4.910 176 1-11 36.579 fE(12-7), CV(40-3), GV(3-9%), 111-2Y Pv PO(37-8%z) FM 8.329 Q=360.20 2.12 C=120 0.001135 24-8Yz Pf 0.064 176 1-11 36.579 32-0 Pe 0.000 107 1-11 36.643 2fE(16-0) 56-8'/z, Pv MS 10.020 Q=360.20 1.47 C=120 0.000461 20-2 Pf 4.540 107 1-11 36.643 67-0 Pe -1.635 167 5-8 39.549 3LtE(16-0), BV(19-0), BFP(-4.5 0) 87-2 Pv UG 10.400 Q=360.20 1.36 C=140 0.000289 113-1 Pf 0.075 167 5-8 39.549 146-8 Pe 4.200 2 -4-0 43.824 3LtE(25-6), E(35-1), 2EE(17-6%), 259-91Pv S v Route 2 DR 1.049 Q=20.68 7.68 C=120 0.138399 26-q Pf 4.566 102 9-0 q=20.68 K=5.6 13.633 Spr(-13.633) 7-0 Pe -1.832 297 13-2Yz 16.368 E(2-0), PO(5-0) 33-01, Pv Gil Route 3 DR 1.049 Q=20.73 7.69 C=120 0.139003 26-1 Pf 4.458 103 9-0 q=20.73 K=5.6 13.698 Spr(-13.698) 6-0 Pe -1.832 304 13-2Yz 16.324 3E(2-0) 32-1 Pv BL 1.610 Q=20.73 3.27 C=120 0.017257 1-0 Pf 0.017 304 13-2Yz 16.324 Pe 0.000 298 13-2% 16.341 1-0 Pv Route 4 DR 1.049 Q=20.76 7.71 C=120 0.139468 24-9 Pf 4.428 104 11-0 q=20.76 K=5.6 13.747 Spr(-13.747) 7-0 Pe -0.972 287 13-2Yz 17.203 E(2-0), PO(5-0) 31-9i Pv G. Route 5 DR 1.049 Q=21.77 8.08 C=120 0.152192 24- Pf 4.831 105 11-0 q=21.77 K=5.6 15.108 Spr(-15.108) 7- Pe -0.972 280 13-2'/ 18.968 E(2-0), PO(5-0) 31- , Pv v Route 6 DR 1.049 Q=22.25 8.26 C=120 0.158471 26-0% Pf 5.234 106 11-0 q=22.25 K=5.6 15.783 Spr(-15.783) 7-0 Pe -0.972 290 13-2Yz 20.045 E(2-0), PO(5-0) 33-0% Pv BL 1.610 Q=45.07 7.10 C=120 0.072623 8-0 Pf 0.581 290 13-2% 20.045 Pe -0.000 283 13-21/2 20.626 8-0 Pv BL 1.610 Q=67.63 10.66 C=120 0.153863 9 11Y Pf 1.530 283 13-2'/z 20.626 Pe -0.000 238 13-2%22.156 9-11 Y Pv BL 1.610 Q=91.09 14.36 C=120 '0.266945 0 9Y Pf 0.208 238 13-2% 22.156 Pe 224 13-2% 22.364 0-9Y Pv (l� © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 4 rt . Hydraulic Analysis 1 Job Number: KS0431 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length BL 1.610 Q=114.40 18.03 C=120 0.406889 1-4'/3 Pf 3.812 Pe -0.000 Pv 224 13-2% 194 13-2%z 22.364 26.176 PO(8-0) 8-0 9-4% CM 2.635 Q=207.03 12.18 C=120 0.110690 11-0 Pf 1.218 Pe Pv 194 13-2% 195 13-2% 26.176 27.394 11-0 .m► Route 7 DR 1.049 Q=22.56 8.37 C=120 0.162597 26-0'/ 7- 33-0'/ Pf 5.370 Pe -0.972 Pv 108 11-0 q=22.56 K=5.6 283 13-2% 16.228 20.626 Spr(-16.228) E(2-0), PO(5-0) +a Route 8 DR 1.049 Q=22.82 8.47 C=120 0.166105 26-10 Pf 5.123 4-I) Pe -1.839 30-10, Pv 109 9-0 q=22.82 K=5.6 300 13-2% 16.607 19.890 Spr(-16.607) 2E(2-0) BL 1.610 Q=22.82 3.60 C=120 0.020621 7-6 7-6 Pf 0.155 Pe 0.000 Pv 300 13-2'/ 290 13-2V2 19.890 20.045 +O Route 9 DR 1.049 Q=22.98 8.53 C=120 0.168249 25-1 6-0 31-1 Pf 5.228 Pe -0.972 Pv 110 11-0 q=22.98 K=5.6 22 13-2% 16.838 21.094 Spr(-16.838) 3E(2-0) BL 1.610 Q=22.98 3.62 C=120 0.020887 7-6 Pf 0.157 Pe -0.000 7-6 Pv 22 13-2% 32 13-2% 21.094 21.251 BL 1.610 Q=45.97 7.24 C=120 0.075331 2-01 Pf 0.151 Pe -0.000 2-01 Pv 32 13-2'/z 37 13-2% 21.251 21.402 BL 1.610 Q=69.06 10.88 C=120 0.159969 6- Pf 0.960 Pe -0.000 6- Pv 37 13-21A 123 13-2'% 21.402 22.362 BL 1.610 Q=92.63 14.60 C=120 0.275375 5-1Pf 3.815 8-d Pe -0.000 13-10 Pv 123 13-2% 194 13-2% 22.362 26.176 P0(8-0) +66 Route 10 DR 1.049 Q=22.99 8.53 C=120 0.168391 24-10% 7-0 31-10% Pf 5.369 Pe -0.972 Pv 111 11-0 q=22.99 K=5.6 32 13-2% 16.854 21.251 Spr(-16.854) E(2-0), PO(5-0) v Route 11 DR 1.049 Q=23.10 8.57 C=120 0.169826 24-7 7-0 31-7 Pf 5.365 Pe -0.972 Pv 112 11-0 q=23.10 K=5.6 37 13-2% 17.009 21.402 Spr(-17.009) E(2-0), PO(5-0) v Route 12 DR 1.049 Q=23.31 8.65 C=120 0.172723 25-9'/ 9-0 34-9'% Pf 6.013 Pe -0.972 Pv 113 11-0 q=23.31 K=5.6 224 13-2Y 17.323 22.364 Spr(-17.323) 2E(2-0), PO(5-0) Route 13 DR 1.049 Q=23.46 8.71 C=120 0.174842 24-10'/ 7- 31-10'/ Pf 5.575 Pe -0.972 Pv 114 11-0 q=23.46 K=5.6 238 13-2% 17.553 22.156 Spr(-17.553) E(2-0), PO(5-0) Quo Route 14 DR 1.049 Q=23.47 8.71 C=120 0.175007 25-10'/ 7-0 32-10% Pf 5.755 Pe -0.972 Pv 115 11-0 q=23.47 K=5.6 255 13-2'/s 17.571 22.354 Spr(-17.571) E(2-0), PO(5-0) v Route 15 DR 1.049 Q=23.57 8.75 C=120 0.176306 24-101 Pf 5.622 7-oi Pe -0.972 31-10'% Pv 116 11-0 q=23.57 K=5.6 123 13-2% 17.712 22.362 Spr(-17.712) E(2-0), PO(5-0) v Route 16 DR 1.049 Q=25.77 9.57 C=120 0.207930 25-10'/ Pf 6.838 7-0 Pe -0.972 32-10'/z1 Pv 117 11-0 q=25.77 K=5.6 141 13-2% 21.170 27.036 Spr(-21.170) E(2-0), PO(5-0) BL 1.610 Q=25.77 4.06 C=120 0.025814 5-10 Pf 0.358 8-01 Pe -0.000 13-10, Pv 141 13-2% 195 13-2% 27.036 27.394 P0(8-0) Equivalent Pipe Lengths of Valves and Fittings (G=120 only)III C Value Multiplier II Actual Inside Diameter l4.87 ( = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / k, ©M.E.P.CAD, Inc. 4111AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15PM Page 5 Hydraulic Analysis Job Number: KS0431 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Total Length Summary Pipe Type Legend.: Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure Toss 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 fT 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,A° Elbow 22W 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. 4319 AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 6 Hydraulic Graph Job Number: KS0431 Report Description: Ordinary Group 11 Supply at Node 2 150 Static Pressure 140.000 135 120 105 90 .N n 3 75 w N E 60 45 6610.20 —360.20 with hose @ 43.824 streams 30 System demand curve 10900.00 @ 20.0001 15 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1(( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0-p1111111111111 11002200 3300 44005500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 2 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.420 @ 610.20 System Demand 360.20 @ 43.824 System Demand (Including Hose Allowance) 610.20 @ 43.824 k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:18PM Page 7 1 Hydraulic Overview Job Job Number KS0431 Job Number: KS0431 Report Description: Ordinary Group II Design Engineer Andrew Chancellor Job Name Mens Warehouse Address 1 458 Southcenter Mall Phone (425)881-0100 FAX (425)881-3030 State Certrfication/License Number WESTESF136QF Address 2 AHJ City of Tukwila City Tukwila State WA Zip Code 98188 Job Site Southcenter Mall System Density 0.20gpm/ft2 Most Demanding Sprinkler Data Area of Application 922.50ft2 (Actual 1001.94ft2) 5.6 K -Factor 20.00 at 12.755 Hose Streams 250.00 Coverage Per Sprinkler 100.00ft2 Number 01 Sprinklers Calculated 16 System Pressure Demand 43.824 System Flow Demand 360.20 Total Demand 610.20 @ 43.824 Pressure Result +95.597 (68.6%) Supplies Check Point Gauges Node Flow(a,m) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 2 10900.00 250.00 140.000 20.000 ?Oil" eftets nqi st Alla. Ai r l�r e _ 1 AINTiFL.- n 11.1 Mens Warehouse Supply at Node 2 (10900.00, 250.00, 140.000, 20.000) . . 150 =1 1 1 1 1 -'w 135 Static Pressure 140.000 s o=1 120 ill: 0 it iii.: `moi 1 pae� it °® I r s ,05 o iii e•_ 90I r_-,:ia ti:: L o c, c �, .N a m „,1 e-� •.... c� s = 75 N d 60 e o I_iSI o_ Oo °® ` - - —• wi h hose streams 0 ® 0 — =__ 45 X610.20 X60.20 @ 43.824 01� o� ip¢ ie 30 o � c�'i%. c •.` 15 System demand curve 10900.00 @ 20.000 0 0uo'i lim_t Him 11111]11 lmillmilli11 !ilium 11111111 i 11111111 1 i 111111 11Uv 33040 5500 6600 7700 8800 9900 11000 Water flow, gpm 4J PsUtO 'KINK) VK5 v5.1. 06/04/2008 12:34:O6PM Page 1 Job Hydraulic Summary Job Number KS0431 Job Number: KS0431 Report Description: Ordinary Group II Design Engineer Andrew Chancellor Job Name Mens Warehouse State Certification/License Number WESTESF136QF Address 1 458 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila State WA Zip Code 98188 Drawing Name Mens Warehouse System Most Demanding Sprinkler Date 5.6 K -Factor 20.00 at 12.755 Remote Area(s) Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 922.50ft2 (Actual 1001.94ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 16 Coverage Per Sprinkler 100.00ft2 AutoPeak Results. Pressure For Remote Area(s) Adjacent To Most Left: 43.824 Remote Area Right: 43.824 Total Hose Streams 250.00 System Flow Demand 360.20 Total Water Required (Including Hose Allowance) 610.20 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 21.19 between nodes 196 and 195 Maximum Velocity Under Ground 1.36 between nodes 2 and 167 Volume capacity of Wet Pipes 2699.17gal Volume capacity of Dry Pipes 0.75ft' Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 2 1 250.00 140.000 20.000 1 10900.00 1 139.420 J 610.20 43.824 95.597 Contractor Contractor Number KS0431 Contact Name Andrew Chancellor Contact Title Project Manager Contractor Name Western States Fire Protection Phone (425)881-0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX (425)881-3030 Address 2 E-mail DM Redmond State WA Zip Code 98052 Web -Site �+ ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:12PM Page 2 Summary Of Outflowing Devices Job Number: KS0431 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Sprinkler 110 22.98 20.00 5.6 16.838 Sarinkler 111 22.99 20.00 16.854 0.23gpm/ft2 2 Sprinkler 112 23.10 20.00 5.6 17.009 0.23gpm/ft2 Sprinkler 116 23.57 20.00 5.6 17.712 0.24gpm/ft2 Sprinkler 117 25.77 20.00 5.6 21.170 0.26gpm/ft2 Sprinkler 113 23.31 20.00 5.6 17.323 0.23gpm/ft2 Sprinkler 114 23.46 20.00 5.6 17.553 0.23gpm/ft2 Sprinkler 115 23.47 20.00 5.6 17.571 0.23gpm/ft2 Sprinkler 105 21.77 20.00 5.6 15.108 0.22gpm/ft2 Sprinkler 108 22.56 20.00 5.6 16.228 0.23gpm/ft2 Sprinkler 104 20.76 20.00 5.6 13.747 0.21gpm/ft2 Sprinkler 106 22.25 20.00 5.6 15.783 0.22gpm/ft2 Sprinkler 102 20.68 20.00 5.6 13.633 0.21gpm/ft2 Sprinkler 109 22.82 20.00 5.6 16.607 0.23gpm/ft2 Sprinkler 103 20.73 20.00 5.6 13.698 0.21gpm/ft2 c> Sprinkler 101 20.00 20.00 5.6 12.755 0.20gpm/ft2 a> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12: 34:14 P M Page 3 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15PM Page 4 Hydraulic Analysis Job Number: KSO431 Report Description: Ordinary Group n Pipe Type Diameter Flow Velocity HWC Friction Loss ' Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 32-8A Pf 5.425 101 9-0 q=20.00 K=5.6 12.755 Spr(-12.755) 298 13-2% 16.341 2E(2-0), PO(5-0) 9-0 Pe -1.839 41-8'/4Pv BL 1.610 Q=40.73 6.42 C=120 0.060210 Pf 0.027 298 13-2%00-511 16.341 297 13-2% 16.368 Pe 0.000 0-5% Pv BL 1.610 Q=61.40 9.68 C=120 0.128695 6-6 Pf 0.835 297 13-2% 16.368 287 13-2'/z 17.203 6-6 Pe -0.000 Pv BL 1.610 Q=82.17 12.95 C=120 0.220594 8-0 Pf 1.765 287 13-2% 17.203 280 13-2% 18.968 Pe 0.000 8-3 Pv BL 1.610 Q=103.93 16.38 C=120 0.340725 9-11'/ Pf 3.387 280 13-2'/z 18.968 255 13 2'/z 22.354 Pe 0.000 9-111/ Pv BL 1.610 Q=127.41 20.08 C=120 0.496611 2-21 Pf 5.040 255 13-2% 22.354 195 13-2% 27.394 PO(8-0) 8-0 Pe 0.000 10-2 Pv CM 2.635 Q=360.20 21.19 C=120 0.308363 6-0 Pf 1.850 195 13-2'/z 27.394 196 13-2% 29.244 6-0 Pe 0.000 Pv CM 4.260 Q=360.20 8.11 C=120 0.029719 39-5 Pf 1.955 196 13-2% 29.244 173 13-2'/z 31.199 2E(13-2) 26-4 Pe 0.000 65-9 Pv CM 6.357 Q=360.20 3.64 C=120 0.004231 16-11 Pf 0.470 173 13-2'/z 31.199 176 1-11 36.579 fE(12-7), CV(40-3), GV(3-9'/z), PO(37-8%) 94-3Y Pe 4.910 111-2'/ Pv FM 8.329 Q=360.20 2.12 C=120 0.001135 24-8Y Pf 0.064 176 1-11 36.579 32-0 Pe 0.000 107 1-11 36.643 2fE(16-0) 56-8'/� Pv MS 10.020 Q=360.20 1.47 C=120 0.000461 20-2 Pf 4.540 107 1-11 36.643 67-0 Pe -1.635 167 5-8 39.549 3LtE(16-0), BV(19-0), BFP(-4.50) 87-2 Pv UG 10.400 Q=360.20 1.36 C=140 0.000289 113-1 Pf 0.075 167 5-8 39.549 146-8 Pe 4.200 2 -4-0 43.824 3LtE(25-6), E(35-1), 2EE(17-6' ), 259-9'/z Pv S v Route 2 DR 1.049 Q=20.68 7.68 C=120 0.138399 26- Pf 4.566 102 9-0 q=20.68 K=5.6 13.633 Spr(-13.633) 297 13 2'/z 16.368 E(2-0), PO(5-0) 7- Pe -1.832 33- Pv Route 3 DR 1.049 Q=20.73 7.69 C=120 0.139003 26-1 Pf 4.458 103 9-0 q=20.73 K=5.6 13.698 Spr(-13.698) 304 13-2% 16.324 3E(2-0) 6-0 32-1 Pe -1.832 Pv BL 1.610 Q=20.73 3.27 C=120 0.017257 11 Pf 0.017 304 13-2% 16.324 298 13-2% 16.341 1-0 Pe 0.000 Pv Route 4 DR 1.049 Q=20.76 7.71 C=120 0.139468 24-9 Pf 4.428 104 11-0 q=20.76 K=5.6 13.747 Spr(-13.747) 287 13-2% 17.203 E(2-0), PO(5-0) 7-0 31-9; Pe -0.972 Pv iiab Route 5 DR 1.049 Q=21.77 8.08 C=120 0.152192 24-9 Pf 4.831 105 11-0 q=21.77 K=5.6 15.108 Spr(-15.108) 280 13-2'/z 18.968 E(2-0), PO(5-0) 7-0 31-9 Pe -0.972 Pv ea Route 6 DR 1.049 Q=22.25 8.26 C=120 0.158471 26-0% Pf 5.234 106 11-0 q=22.25 K=5.6 15.783 Spr(-15.783) 290 13-2% 20.045 E(2-0), PO(5-0) 7-0 33-0% Pe -0.972 Pv BL 1.610 Q=45.07 7.10 C=120 0.072623 8-0 Pf 0.581 290 13-2'/z 20.045 283 13-2% 20.626 Pe -0.000 8-0 Pv BL 1.610 Q=67.63 10.66 C=120 0.153863 9-111 Pf 1.530 283 13 2'/ 20.626 238 13-2% 22.156 Pe -0.000 9-11% Pv BL 1.610 Q=91.09 14.36 C=120 0.266945 0-9'/ Pf 0.208 238 13-2%z 22.156 224 13-2% 22.364 Pe 0-9'/ Pv M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15PM Page 4 J. Hydraulic Analysis Job Number: Report Description: Ordinary KS0431 Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length I Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length BL 1.610 Q=114.40 18.03 C=120 0.406889 1-4'/r� Pf 3.812 Pe -0.000 Pv 224 13-2% 194 13-2% 22.364 26.176 P0(8-0) 8-0 9-41 CM 2.635 Q=207.03 12.18 C=120 0.110690 11-0 Pf 1.218 Pe Pv 194 13-2'A 195 13-2% 26.176 27.394 11-0, Gil Route 7 DR 1.049 Q=22.56 8.37 C=120 0.162597 26-0'Y 74 33-0'/I Pf 5.370 Pe -0.972 Pv 108 11-0 q=22.56 K=5.6 283 13-2% 16.228 20.626 Spr(-16.228) E(2-0), PO(5-0) Ga Route 8 DR 1.049 Q=22.82 8.47 C=120 0.166105 26-10 4-0 30-10, Pf 5.123 Pe -1.839 Pv 109 9-0 q=22.82 K=5.6 300 13-2Y2 16.607 19.890 Spr(-16.607) 2E(2-0) BL 1.610 Q=22.82 3.60 C=120 0.020621 7-6 7-6 Pf 0.155 Pe 0.000 Pv 300 13-2% 290 13-2% 19.890 20.045 ea Route 9 DR 1.049 Q=22.98 8.53 C=120 0.168249 25-1 6-0 31-11 Pf 5.228 Pe -0.972 Pv 110 11-0 q=22.98 K=5.6 22 13-2Y: 16.838 21.094 Spr(-16.838) 3E(2-0) BL 1.610 Q=22.98 3.62 C=120 0.020887 7-6 7-6 Pf 0.157 Pe -0.000 Pv 22 13-2% 32 13-2Y2 21.094 21.251 BL 1.610 Q=45.97 7.24 C=120 0.075331 2-1 2-0 Pf 0.151 Pe -0.000 Pv 32 13-2% 37 13-2V2 21.251 21.402 BL 1.610 Q=69.06 10.88 C=120 0.159969 6-0 6-0 Pf 0.960 Pe -0.000 Pv 37 13-2% 123 13-2Y2 21.402 22.362 BL 1.610 Q=92.63 14.60 C=120 0.275375 5-10 8-0 13-10 Pf 3.815 Pe -0.000 Pv 123 13-2V2 194 13-21,4 22.362 26.176 P0(8-0) aeo Route 10 DR 1.049 Q=22.99 8.53 C=120 0.168391 24-101 7-0 31-101 Pf 5.369 Pe -0.972 Pv 111 11-0 q=22.99 K=5.6 32 13-2Yz 16.854 21.251 Spr(-16.854) E(2-0), PO(5-0) a* Route 11 DR 1.049 Q=23.10 8.57 C=120 0.169826 24-7 7-0 31-7 Pf 5.365 Pe -0.972 Pv 112 11-0 q=23.10 K=5.6 37 13-2% 17.009 21.402 Spr(-17.009) E(2-0), PO(5-0) 40 Route 12 DR 1.049 Q=23.31 8.65 C=120 0.172723 25-9Y% 9-0 34-9% Pf 6.013 Pe -0.972 Pv 113 11-0 q=23.31 K=5.6 224 13-2% 17.323 22.364 Spr(-17.323) 2E(2-0), PO(5-0) v Route 13 DR 1.049 Q=23.46 8.71 C=120 0.174842 24-101 7-0 31-10%Pv Pf 5.575 Pe -0.972 114 11-0 q=23.46 K=5.6 238 13-2Yz 17.553 22.156 Spr(-17.553) E(2-0), PO(5-0) v Route 14 DR 1.049 Q=23.47 8.71 C=120 0.175007 25-101 7-0 32-10% Pf 5.755 Pe -0.972 Pv 115 11-0 q=23.47 K=5.6 255 13-2% 17.571 22.354 Spr(-17.571) E(2-0), PO(5-0) a Route 15 DR 1.049 Q=23.57 8.75 C=120 0.176306 24-10Y2 7-0 31-10% Pf 5.622 Pe -0.972 Pv 116 11-0 q=23.57 K=5.6 123 13-2% 17.712 22.362 Spr(-17.712) E(2-0), PO(5-0) 4ib- Route 16 DR 1.049 Q=25.77 9.57 C=120 0.207930 25-101 7-0 32-10% Pf 6.838 Pe -0.972 Pv 117 11-0 q=25.77 K=5.6 141 13-2% 21.170 27.036 Spr(-21.170) E(2-0), PO(5-0) BL 1.610 Q=25.77 4.06 C=120 0.025814 5-10' 8-0 13-10 Pf 0.358 Pe -0.000 Pv 141 13-2% 195 13-2% 27.036 27.394 P0(8-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier Actual Inside Diameter l4 ( 87 = Factor Value Of C Multiplying Factor 100 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter / © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 06/04/2008 12:34:15PM Page 5 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: KS0431 Report Description: Ordinary Group 11 Velocity HWC Friction Loss K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend. Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. ifi AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:15 P M Page 6 Hydraulic Graph Job Number: KS0431 Report Description: Ordinary Group II Supply at Node 2 150 :Static Pressure 140.000 135 120 105 90 .N a Si 75 N N o` 60 45 610.20 f'i60.20 with hose @ 43.824 streams 30 :System demand curve 10900.00 @ 20.000_ 15 b11lluuf➢I ) I 1 n u u 1 1 1 11) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 mil 1 t)) t t ) I I t I) I ( ) I I I I 0 01002200 3300 44005500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 2 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.420 @ 610.20 System Demand 360.20 © 43.824 System Demand (Including Hose Allowance) 610.20 @ 43.824 06,, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/04/2008 12:34:18 P M Page 7 GUAR Customer LIFE AND MX TUX 458 SOUTHCENTER MALL TUKWILA, WA 98188 Project MX TUX Project # /AN SECURITY PROPERTY PRO List of Materials Vendor Guardian Security Systems Inc 1743 1st Ave. South Seattle, WA 98134 Phone #: (206)622-6545 Fax #: (206)628-4990 Type of Equipment FIRE ALARM Date: MAY,23,08 Item Qty. Manuf. Model Description Unit Pri Total Price 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) 46) 47) 48) 49) 50) Siemens PAD -3 Siemens AD2-P Siemens HTRI-D Siemens HTRI-R Siemens SET CW,W Siemens SET W Siemens ZR-MC-W,W Power Supply for Strobes with Standby** Photoelectric Duct Detector housing w/Sample Tubes, Remote TSM -1 Supervised Addressable Input Module Supervised Addressable Output Relay Module Interior Audible Speaker Annunciator Interior Audible Speaker Annunciator Interior Visual Strobe Annunciator Conduit Systems: All smoke removal and detection and control devices in an approved metallic raceway and all devices in conduit per Standard MENS WAREHOUSE General Notes 0 r � 0 VSCALICINITYE:NTS MAP (Suite# 458) 1. Western States Fire Protection to add new pendent heads new upright heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand fiexheads 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. Westem 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. r — RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE SYMBOL LEGEND REVISIONS ACT CEILING 11-0" AFF _54j Ordinary Group 1100.20gpm/ft2 for 922.50ft2 TOILET ROOM ACT SOFFIT 8'-0" AFF NORTH/ GYP BD CEILING 9-0" AFF / 4-11'12/ FIRE SPRINKLER PLAN 118" = 1' Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM.I SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL EXISTING MAIN NEW MAIN GYP BD CEILING 11 '-0" AFF APPROVAL: 0' 2' .' w� Scale: 114" =1'-4" City of Tukwila TYPICAL FLEXABLE SPRINKLER CONNECTION:_ SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS FLEX/ -HEAD DETAIL NOT TO SCALE FIG.809 SWIVEL SWAY BRACE FITTING 318' KWIK BOLT (2I/4' EMBED LENGTH) FlO.7000 ••FASTCLAMP' SWAY BRACEATTAcF,.IENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 1,.-;: ns Warehouse Rem.. -O Area: Retail #458 CALCU.. ION DESIGN CRITERIA STANDARD i PA #13-2007 OCCUPANCY _ .S ORD HAZARD II MAX. COVERP' : • .°r HEAD 130 DENSITY .2C; PM/Ft'for 922.50 FP Ftp SPRINKLER f 1 tide Model G4A & F1 FR ORIFICE 11. K= 5.6 WATER FLC....tiFORMATION': ST: " 140 PSI Ri:: .;AL 20 PSI FL .. 10900 GPM AT BASE Oi "R, SYSTEM REQUIRES: 360..»_ GPM@ 36.58 PSI eine of Design 11'-0" CLC.- ::a% AREA REDUCTION 12' FIG 4A PIPE CLAMP FOR SWAY BRACE 378' KWIK BOLT 12Iµ' EMBED LENGTH) FIG. B09 NO -THREAD SWIVEL SWAY BRACE ATTACI IAENT LATERAL BRANCHLINE RESTRAINT ;fit NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Rod Coupling —� All Thread Rod L Cut Rod Lgth Rounded to Nearest Inch Swivel Ring �+ 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 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT • 19 5.6 Pendent White 155°F Reliable G4A Concealer Total = 19 HANGER SYMBOL BRANCHLINE RESTRAINT CONT. NO.: KS0431 DRAWN BY: SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 07/21/08 Western States Fire Protection Company 7102180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF1360F WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DEM/ER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS / MINNEAPOLIS / PHOENIX / PORTLAND 1 RAPID CITY/ST. PAIL ISALT LAKE CITY /SEATTLE Phone:425-881-0100 Fa :425.881-3030 Mens Warehouse 458 Southcenter Mall Tukwila,WA 98188 FIRE SPRINKLER PLAN Banks Brothers Construction Designer/PM: OWNER: Mens Warehouse CONTRACTOR: SHEET FP -1 OF 1 EXISTING ELECTRICAL PANEL EXISTING ELECTRICAL PANEL TRANS 14 2'-9" Of- VK QIOF 10 ADJACENT TENANT THE CONTAINER STORE / 0) b5-RESTkO0 I ii 3'-4" ///:'. // COUNTER //T/1 36" WIDE 1,// //// 5-1 1, SINK z A 04 -HALLWAY ////// IN 3'-6" i 02 -SERVICE 11 I 1 11 1 I 7 tc. O CV ORDER ;0 tCOLD WELL® 16'-0" M PAY 11 `; • 21'-2" 5'-3", VEER FY 1' 1- 30" 9 01 -SEATING EEP COUNTER SCALE : 1/4" = 1'-0" 0 5' 10' 20' 0 N co N NO CHANGES TO EX. SUSPENDED CEILING SYSTEM OR LIGHTING WITHIN. SEE C1-C4, SHEET A2.1 IF ANY REPAIRS TO EXISTING SUSPENDED CEILING INDOOR AREAS - SURFACE CHARACTERISTICS: MATERIALS FOR FLOOR, WALL AND CEILING SURFACES UNDER CONDITIONS OF NORMAL USE MUST BE SMOOTH, DURABLE AND EASILY CLEANABLE FOR AREAS WHERE FOOD ESTABLISHMENT OPERATIONS ARE CONDUCTED. PER 2009 FDA FOOD CODE 6-101.11 06100 INDOOR AREAS - SURFACE CHARACTERISTICS. REPLACE EXISTING CEILING TILES THAT ARE NON CONFORMING. ADJACENT TENANT BLUE C. SUSHI NO CHANGES TO EX. GWB CEILING OR LIGHTING WITHIN 0 Design per NFPA 13 — Ordinary Hazard Group 2 All materials to be new, U.L. listed and F.M. approved , Is:NIt;;'•'•,Co rrugated stainless steel hose with stainless steel brat ., ; ., available in 2', 3',4',5' & 6' Iegnths Multi -Port Bracket • Adjustable Hub • FLEXNEAD 1 N0U0)RIES, Flexheadr omniercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 ACCEPTED 1:7 Without Comments O As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau Fr.). cylforrnarce w1th current City s`andards. Accept = : ,Jolect to errors and emissions welch r r = ", .' _ r or'z "i01atlor1S of adopted s ar'.dards and cesponsiDiisty Tor the ,de; uacy of 0es;c7 .ota:iv with tre designer, is 3..S t:o tt,ese draw'ngs after tt•. sin r _ -,cru••cti and mil reauire a — , - ' T t,se +stir approval. Final inspection by Tne Tukwii t Date: (0 -1-? r,. TLUKWILA FIRE DEPARTMENT Please EPAR11- Please call 206-575-4407 and give this Fire Permit No. 17 -S -JOS" and •- t om:ms`s . shut - COW, err:. g 3 •rpt cva1. • 2 — Add Reliable Model G5-56 Quick Response 165° Concealed Pendents / x 1/z • E — Existing no change ©, r email mute a _WAS TEVT4NS M�� �sll�riii Oft • PICY FIRE P�ROT1OT10N SPRINKLER worms John J. Abel 9760--0591-CG Level 3 • Fire Prootectlo CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 POKE WAI AT 458 Southcenter Mali Tukwila, WA 98188 PAID 12 2017 TUKWILA FIRE Z/G kez DATE: l C , fl DRAWN: I SCALE: ly (N) 42" X 30" COOLERS BY TEN4NT -� .7177,7 • EXISTING RESTROOM TO REMAIN. EXISTING ELECTRICAL TO REMAIN ExistiuG STORAGE TO REMAIN c *-11%$" 2 0' f y1 �1 ,� UJB � 3' -0 (NO " SOFFIT l 1 ABOVE COOLERS (N) 18" D SHELVES BY TENANT CD ti (N) 18"D SHELVES FOR UJINE BY TENANT (N) REACH IN FOOD CASES BY TENANT 21"1" X 3"1.11 (N) 24"D X 48"W GONDOLAS BY TENANT, TYPICAL (F) SLURPEE MALI -ZING BY TENANT 30t X 30"111 (N) POP MACHINE BY TEN4NT 30"D X 30"UJ CUP STORAGE SELF SERVE COFFEE 24"D FRONT 4 BACK COUNTER FOR WARM FOOD DISPLAY BY TENANT CIGARETTE DISPLAY 134KERY D I SPL4Y ON DROPPED COUNTER (1'). P05 COUNTER AND GATE (N) 18" D SHELVES TENANT 1 VENDOR DISPLAY Witout Comments As Noted in Red Per The Attac ped LeLer These pans have been reviewed by The Tukwila Fire Prevention Bureau for conformance v t ;-urrent City standards. Acceptance is subject to error ; and omissions which do not authorize tiFioiatio =s of adopted standards and ordinances, The responsT lit• for the adequacy of deign rats totally w th the , iesigner. Additions, deletions or revions to these `rawings after this date Mil void this accf3ptance and W11 require a resub kt i of revised draw os for sue se, uent approval. Final acceptance Is subject to fI JCI test an 1 inspection by The Tukwila Fire Pr eventi. B; ire; u. Date: t By: cip 1-1 V 0 Pm con cn -n 1�/� 17': Fi F7RE DEPARTMENT ur... d can 206-5754407 and f : this Fire Permit Noe and exact address for shut- down or re toradon approval. Scale Job Number xx-yy.a Drawn 1,4 Date XX/YY/2008 Checked RBA PAID JAN 11 2013 TUKWILA FIRE c� ofov REMOVE EXISTING DOWN LIGHTS PROVIDE (N) 50 GAL. WATER HEATER ABOVE EXISTING CEILING. SUPPORT PLATPOW TO BE GALVANIZED FAN ATTACHED TO STRUCTURE WITH ALLTHREAD BOLTS AND PIPED TO DRAIN. / \ RESTIR 002 '&1) RELOCATE EXISTING \k\� MECHANICAL DIFFUSER ALIGN NEW SOFFIT WITH COOLER/DOORS BELOW Design per NFPA 13, Ordinary Hazard Group 2, Retail Store All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart All heads have a chrome 2" oversize ring for seismic movement o 2 — Add Globe GL Series Model A-55 Quick Response Dry Pendent 200° I/2 x %z o E — Existing no change LER EXISTING CEILING FAN TO REMAIN. EXISTING EXIT LIGHTING AND HORN/STROBE TO. REMAIN. 9 9 1 REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" • • • • \ / / \ \ / / \ oG •• \ / / \ • • a 0 / \ EXISTING VAV DEVICE AND TB TO REMAIN. (N) LOW VOLTAGE PENDANT LIGHT O EXISTING O EMERGENCY LIGHTING TO REMAIN. EXISTING MECHANICAL SCREENS TO REMAIN. VERIFY EXISTING JBOX TO REUSE FOR TENANT SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. 'EI Without Comments ❑ As Noted in Red ❑ .Per The Attached Letter These plans have been reviewed by Tukwila Fire Prevention Bureau for conformance with current City - standards. Acceptance 1,u -3c to errors and omissions which r,oi a itori7e viola.::ions of adopted standards and ordi; i-3nce_ . The responslbiii y for the adequacy of dc.- r: _ ��� . r ;y with the designer. Additions, deleb or-: ::r ,c. -,visions to [hese drawings after this date will vcid ops acceptance y gc' NM require a resubmittai of r'- ,iscU d, awrn :or' suose a ant approval. Final acceptance is subject to fie d test and inspection by The Tukwila Fire Prevention Bureau. Date: is `J " 1 )- av: , I I TUnim.A FIRE DEPARTMENT Please cal 205-575-4407 and give this Are Permit No. and exact address for shut- down or restortion approve[. RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS �ebcrie)r,on Ivo C4,a!\ ka c tc►ur p IGtR b C VOL.) D1/4A, WA — t(1 coo`r 1n5\-0,\\ 1r\ Space CRCWN FIRE PROTECTION INCORPORATED. P.O. BOX 12113 MILL CREEK, WASHINGTON 95082-0113 PH. (425) 481-7669 'I1ENANT IMPROVEMENT 458 SOUTHCENTER MALL TUKWITA, WA. 98188-2816. PAID r- � ^• i(117 Ur ttd ILA FIRE Z7 3 /e/a' Q" DATE: 12._. 15tZ DRAWN: SCALE: L• D Q i • „ II I'!' ! I FILE: •I . • • AS% SHEET INDEX SHEET \UI\ii,EIR ,SHEET TITLE FIRE TUKWILA FA -01 SYSTEM I \ FCHIvATIO \ FA -02 CAL DETAILS - WRI\G A\D MOU\TI\G FA -03 HFIRE: ALA \A SYSTEM FLOO PLA\ I ; FA -04 SYSTEM CALCULATIO\S (GE\ERAL), RISE, SITE PLA\ 183 ,!vv,thout'cozorns: eht i4od in Red o per The itched Lr • I nese plans hakt:e.liittrt:7,'/-•i ritytii„;:t2:wed by The 11r6 Prevention F3ur.0 ori iia With creLcty standards. Acc:;:cti.-3;-(:;,.! t‘14,;;t-ot to ei•rors ane !.. omissions ,..vnif.::11'00 ::tuthenze violations ofit-it1.1cptild standards,The responS.ibitI4 fpr the adequacy of (h (•:esigr,etr2 Additions, c.iFil,:tnott r+tsic7•ts ktT.-•., these dritivd.liScr this data wilt vt ckce rd w1 requ r resubmittal of revit-Jed,:ire,iNings for subsequent kpprovaI. ! • . Final accept&nce ;IS subject to field test end inspection by The Tukwila Fize ‘it'rkieritioriPureau. Date: 51- Avt • By: ; fUKWILA FIRE DEPARTMENT Please call: 57544g and give this,job No. (9(b lnd exact address for shut* Aon or rest3ration' ;approval; • J1 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHAT WIRE DESIGNATION • SYMBOL DESCRIPTION ' NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE., D ! DATA 'LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H , ' DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC : TWO 1416 FPL/FPLR RED (JACKET) S ' SIR* CIRCUIT - FEED ' TWISTED PAIR cl/ SHIELD #12 FPL/FPLR RED (JACKET) 2S •! STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD 1412 FPL/FPLR RED (JACKET) A .! ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V : SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I , REMOTE INDICATION LIGHT' TWO . . #18 FPL/FPLR RED (JACKET) X LOW . LEVEL AUDIO TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #416 FPL/FPLR RED (JACKET) B . BEAM DETECTOR POWER TWO 4414 FPL/FPLR RED (JACKET) • t . CONDUIT FILL CHART .,. , .. NO,, .,1.. L, •• TWO ., . CDOUIT • It . . ' . 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 CONDUCTOR . 300V #18 AWG FPL TW CABLE .156 O.D. .0191 Ik . 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 •I THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. ' '1. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" • .34 SQUARE INCH ' ' 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH ' ' . 1.34 SQUARE INCH h t'FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. '9, TABLE 4. It -; SHIELDED WIRE TO BE GROUNDED 1.; AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH :TAPE AND TAPED AT END FOR SIEMENS SYST SYSTEM ASHINGTONH. DO NOT INSTALL ! ADDRES BLE .jIIITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DE DEVICE 01-1-02 WOULD BE 2. DETECTOR AND AUDIBLE CI 3. AUDIBLE/VISUAL CIRCUIT WI BRANCHING IS PERMISSIB 4. INSTALLATION SHALL BE IN ELECTRIC CODE, NFPA 72, L 5. INSTALLATION MATERIALS ( STANDARD BOXES, FIBER 0 ARE NOT SUPPLIED BY SIE,IV 6. DETECTORS SHALL NOT BE AIR STREAM OF AIR SUPPL 7. WIRING SHALL BE PER PLAO TYPE, QUANTITY AND COLO AND UNIQUELY MARKED FOR 8. INSTALLING CONTRACTOR S DRAWINGS FOR "AS BUILT" 9. FOR ADDITIONAL INSTALLATI SHEETS AND/OR INSTALLATI 10. THE 120vac POWER ELECTRI MUST COMPLY WITH ARTICL SPECIFICALLY SECTION 1-5.! SOURCES. 120vac POWER S DIRECT SUPERVISION OF FI 11. ALL HORN/STROBE AND ST. OF 80" A.F.F. OR 6" BELO ALL MANUAL PULL STATION ACTIVATION DEVICE. 12. 13. 14. 15. ICE SY 'THE S UIT S, fRic-r! CAL Hi !IcsJer kiS (k duNT OU TL WITH COD,E FUTO ALL. URPOS N. INS N: INS 'AL W 5.2: ALL N, AL BE T).RpP :SHA BOL DENOTE DEVICE CIRCUIT/ADDRESS GOND DEVICE ON ADDRESSABLE LOOP, 1. LARITY SHALL BE OBSERVED. !SUPERVISED. NO PARALLEL ONFORMANCE WITH THE NATIONAL DE(S), AND/OR AUTHORITY HAVING JURISDICTION. 01T, WIRE, FITTINGS, HANGERS, '3LE, FITTINGS, AND ASSOCIATED EQUIPMENT), BERUS DIVISION. 11 ALL PANEL NUMBERS AND 17c0IT ALL 120VAC CIRCUITS AREFROM GENERATOR. •, PER NFPA 72 SECTION 5- .6.'1.DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED, Bf,HE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEO! INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANEO OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINQOUSH FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO. pEyi,4 WITHOUT SPLICING IN PULL BOXES .OR OTHER BACK BOXES OF DI,F,E001 CIRCUITS. 17. ALL WIRING SHALL BE ME-WEDi VtRIFIED TO BE CONTINUOUS, FREE OF- GROUND , AND FREE OF SHORTS BETWEEN OONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. !1I1111.!• ! 1H I !I h1I' 18. ALL CABLES SHALL BE MA LKEDI A ,I; INDICATED ON FIRE ALARM RISER WITH A. ' il, PERMANENT LABEL AT ALWDEVICES, JUNCTION BOXES AND FACP.,' • ; t ' ii,j!:,_•'' 19. THE ELECTRICAL CONTRACT K...11 ALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF TE LF.IIREkALARM BACK BOXES AND JUNCTION BOXES .: AFTER COMPLETION OF TH ,IR INSTALLATION. • !... 11 L! JH! 20. DETECTORS MUST BE RATE FOR ITEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED., IN DIRECT S. PER NFPA 72 2-3.5.1 ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, CONDUCTORS SHALL BE PERMANENTLY, ; IDENTIFICATION. ;URN ONE SET OF ACCURATELY MARKED 'S. UCTIONS; REFER TO CATALOG CUT UCTIONS. K SUPPLYING FIRE ALARM SYSTEM PANELS ND 760 OF NFPA 70, N.E.C. AND NFPA 72, REFERENCE TO DEDICATED BRANCH POWER iT BE APPLIED TO FIRE ALARM PANEL WITHOUT TECHNICIAN. \/ICES SHALL BE MOUNTED AT A HEIGHT D CEILING, WHICHEVER IS LESS. BE MOUNTED AT 48" A.F.F. TO THE WILL BE ON THE RECORD DRAWINGS SET. EDICATED CIRCUITS FROM THE EMERGENCY 21. ALL WIRING BETWEEN FL00S S ALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 AL!j ST`_61-IS OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E. IMEITA'LLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE HOOTOpkG AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE Clil4GOIN'G AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN liN: THE SAME CABLE *ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), :t ENCLOSURE, OR RACEWAY. ; 23. , . b! O IIII ADEQUATE SEPARATION BETrEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIR TELP ENSURE PROTECTION OF THE NFPA 72 2007 A.6.4.2.2.2 ! A!, GOAL OF 6.4.2.2.2 IS TO:PROVIDE CABLES FROM PHYSICAL DAMAGE ;THE RECOMMENDED MINIMUM :HL : SEPARATION TO PREVENT PYICAL DAMAGE IS 305 MM (1 FT) ',WHERE . . THE CABLE IS INSTALLED V,R HQ LL1M AND 1.22 M(4 FT) WHERE THE CABLE IS INSTALLED , ' • Tr . . t:II ,1: i, i !:t1Ill I , I ' QUANTITY 2 2 • 2 1 EX ' SY 'BOL DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP • FIRE ALARM EXCONTROL PANEL • XLS -V SIEMENS PROVIDED 66" A.F.F. TO TOP FRA 1,111' • ! .FI R E ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP '!!IN 8P tl REMOTE BOOSTER . PAD -3 '! POWER SUPPLY N• EX ; • I INTERFACE MODULE ' HTRI-R WITH RELAY t'31 SIEMENS PROVIDED 66" A.F.F. TO TOP SIEMENS 4S DEEP VERIFY IN FIELD DUAL • INPUT ; 'INTERFACE MODULE !• HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD CONTROL POINT . MODULE . It; HCP SIEMENS 4S DEEP VERIFY IN FIELD 7M REMOTE CONVENTIONAL HZM , ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED • VERIFY IN FIELD :44 411 CI rt • SMOKE DETECTOR (ADDRESSABLE -PHOTO DUCT SMOKE DETECTOR 1•• ,HEAT DETECTOR • ,i(ADDRESSABLE) ;,FIRE ALARM SPEAKER STROBE KCEILING MOUNT) ,FIRE ALARM ;SPEAKER STROBE ,KWALL MOUNT) '!FIRE ALARM SPEAKER STROBE KWALL MOUNT) FIRE ALARM STROBE .(CEILING MOUNT) FIRE ALARM :STROBE (WALL MOUNT) FIRE ALARM ..! SPEAKER :(CEILING MOUNT) ,FIRE ALARM 'SPEAKER (WALL MOUNT) FIRE ALARM STROBE P (WEATHERPROOF) FA UBOX 49 N GR MULTI -VOLTAGE CONTROL RELAY .t MAGNETIC ;DOOR HOLDER 'FIRE ALARM TERMINAL CABINET II.JUNCTION BOX HFP-11 W/ SIEMENS DB -11 BASE AD2-P W/ SIEMENS TSM MODULE HFPT-11 v\i/ SIEMENS DB -11 BASE SET -MC -CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS ZR -MC -CW SIEMENS ZR -MC -W SIEMENS SET -CW SIEMENS SET -W SIEMENS SET -S17 -WP SIEMENS 4S DEEP ; W/ 1G RING DUCT HOUSING 4S DEEP W/ 1G RING 4S DEEP BOX W/ 1-1/2" EXT. CEILING VERIFY IN FIELD CEILING CEILING 4S DEEP BOX • 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM 4S DEEP BOX CEILING V‘i/ 1-1/2" EXT. 4S BOX W/ 1G RING PDX W/ 1G RING CEILING 80" A.F.F. TO BOTTOM U.O.N. 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM MT -SUR -BOX 1 /2" PIPE MR -201/C AIR PRODUCTS 4S BOX F.B.O. F.B.O. F,B4O, [ABOVE FINISHED N/A ' FLOOR ;FURNISHED BY 'OTHERS • 1. t • ;NOT • APPLICABLE UNLESS OTHERWISE NOTED WEATHERPROOF DEVICE AS BUILT . ADD OR CHANGE N/A N/A N/A N/A N/A AS BUILT N/A REMOVE B AS BUILT UE ,t. NOTES TO CAD N/A F.B.O. F.B.O. F.B.O. N/A N/A N/A N/A N/A N/A N/A N/A F.B.O. F.B.O. N/A N/A N/A N/A N/A N/A N/A N/A N/A VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD N/A N/A N/A N/A N/A N/A N/A N/A Copyright2006 by Guardian Security SyStems, Inc',. All Rights RELEASE/REVISIONS z LU DESCRIPTION SHOP DRAWINGS- LLJ 1- D co0 0 <KIC < j co co CC-J Xw 0 w 0 D I-ocn mw W < CC cn LLco uJ H >IN ALE: 1/8'=1' DRAWN LANDERSON DESIGNED BY: R.VEZZANI DATE:5/20/08 BACKROUND PLAN PROVIDED BY: 1,•013 NUMBER:54531 ,} SHEET': L- X H LLJ W 0 0 1- z z w cu 1-34-3 0 0) 713 -o c rn to I, ii II 3 II III ! :THE DUCT SMOKE DE-ECTOR. ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. aj�}iE PREFEFRED INSTALL-OCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX 'i,! H DUCT WID,l-IS FRAM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. COMBINE ALL S ISOLATE FROM' TO NEXT ADDRESSAB, STOP IF LAST DEVICE FROM XLS CONTROL.j, PREVI❑US ADDRESSA: ,END OF LINE DEVIL SUPERVISED', Ir {i END OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. AIR DUCT 6-10 DUCT EQUIVALENT 1 DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE DUCT DETECTOR LOCATI❑N LDS A ❑UNDIN I.I DEVI E� ANE( ❑ f E DEV( 3,6K 11 4W) WITCH I. it NOTE: FOR ADDITIONAL! SEE PRODUCT D' PREVI❑US ADD( DEVICE TO NEXT ADDR DEVICE O GROUND it o 0 tc) HTRI—R OSTATUS LED 0 N.O. 0 COM O N.C. O II II! PECIFICATIONS UMENTATION. I I1 'ICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LAB ;I se"E (BACKGOUND MUSIC SHUTDOWN) SABLE 1 I 71 SABL it 44 �Ilil NOTE 11 VOLTAGE MAX, - CURRENT MAX, - CONT, RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX, LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING-----. TUBE INLET SAMPLING—'\ TUBE AT LEAST SIX DUCT WIDTHS ' FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE }-AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE f(..) STOP IF LAST DEVICE l(-) FROM XLS CONTROL PANEL OR �(+) PREVIOUS ADDRESSABLE DEVICE (-) END OF LINE DEVICE : (3.6K 1/4W) SUPERVISED / RELAY CONTACTS SWITCH (4.OA @ 125VAC) GROUND (4.OA @ 30VDC) 27 VDC • 3,5 mA DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTION, 1001 TB1 5 0 0 0 0 123456 TB2 CP 0 0 +-\+- 6 5'4 3 21 IO O NOTE: JI ;'dam d i i 0 >4)-) 0 Ln HTRI—D STATUS LED 0 O N O O FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC n, 1 . L L T T T T 0 0 PAD -3 INPUT • INPUT' TROUBLE NAC1 NAC2 NAC3 NAC4 AUX, 1+ 1- 1 2+ 2- .2 NC C NO + - + - + - + - + - m 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL, ;SCALE NAC -4 NAC -3 ? NAC -2 NAC -1 ;I USED 'GND OI LINE 3,6K 1/ UPER LSWITC EVICE W) ' ' ISED FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE '41 - DEVICE LOOP NOT USED REMOTE DEVICE LOOP 0- 0 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP (VOICE CIRCUIT) ('V' CABLE) 470 OHMS EOL " C INPU ) P I •I �. TSM -1 0 Oki _. CQC TYPICAL AD2-P DUCT SMOKE DETECTOR -WIRING DETAIL SCALE N(NE (-) STROBE SPEAKER '(+) (--) .STR❑BE EAR GRO r: -›4+)To =(-) S'! Th (STROBE) SPEAKER SPEAKERISTROBE AND STROBE WIRING LABEL SCALE t: SPEAKER STROBE OR STROBE ONLY R i 80" A.F.F. • 4S DEEP BOX w/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE o; I!r it I; ! If!. TEXT DEVICE OR Pi IF; LAST DEVICE TO; NEXT DEVICE OR END OF LINE IIS,' lo: ier TIb NEXT DEVICE OR END OF LINE rl NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER TIN TEMPERA RE: +32' F 0' C TO 100' F 36 C) HUMIDITY: -9 % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR —, -� FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) DATA IN (+) > DEVICE IS USED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT 1N WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR • DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW TO NEXT DEVICE E—' > ( ) DATA OUT > (+) DATA OUT e HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LIBEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 0 IN • I 0 0 ; TO NEXT CADDY BAR, SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE --- SUSPENDED ILLUMINATED' VI EIL DO R0- IRST L ADDRESSABLE N DEVICES U\TIL PREPROGRAMMED W DEVICES ADDRESS. MAT T Copyright ' 2006 .by Guardian Security Systems, Inc. All Rights DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/20/08 BACKROUND PLAN PROVIDED BY \LOB NUMBER:54531 ;SHEET FA -02 11 ............._.... ,ct — . • • ,, „ r ' i ..._....._ .. ',,,,-,I ____ . Y_ ; • ..... .. yr • I' 1 -.. -.- ...- - - r• .'• \E.") I 1,— i I - - .... „ -r I I II i i 1 I / I i 1 / SHOP D•RAWINGS " i ' 1-""." .. \ , . `• I • i \\ / / .,.. 111' • •,. ',,, - i I 1 I 5 C " \ I I I ) '\ ; 1 Ii1 • , ' , • :,, ; ' 1 Tr114.,Nr- i /1 ........... i I l; 1 FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI-D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM FIELD LOCATE WITHIN 3 FEET OF CONTRL 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. IREV. BY: I ,ct — . • • , ' . . ' , DESCRIPTION SHOP D•RAWINGS • • • , ' , • .., •"i DATE ' • 0 -.„. '. „c•I :',, • 0 ; DO OT INST ADDRESSABLE MATOU DEVICES UNTIL 1, PREPROGRAMMED MT DEVICES ADDRESS. NUMpEO:54531 1. ! I_ I li • SYSTEM CA _CULATIONS MX TUX FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations 1-E: A I; (3F -1O I=' C rrent Load: Standby: Alarm: Current Load: Standby: Alarm: MALL 1 EE OFFICE 111:5 I . CP Ii IE PACIFIC SUN WEAR/ ;Fr)" 0.0022 0.0635 0.009600 0.001600 0.005 Total 0.0022 0.0635 0.0096 Amps 0.0023 0.064 Total Device Type Total Total 0.0035 • [c it ICA THE 'N;,\ K N„ 00. [i100 [(31 [(311 Main System Board 0.042 SET -MC @15CD SET -MC @30CD ,1SET-MC @75CD ji SET -MC @110CD SET-HMC-C@115CD !i1, SET -HMC C@135CD 0.17 Amps';'; SET HMC-C@185CD I!; ZR -MC @15CD Ij ZR -MC @30CD ;�'� • 'HCP 0.0731 n c-) Standby OUrrent Load: Alarm CO -ent Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0.17 Amps For 5 Minutes= 0.014 Amp -hours 1010 j 5E 01, • 1 •i; 0.0 25% Derating= 2.211 Amp -hours 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 0.0015 Amps 0.572. Standby Current Load: 101 MX TJX 15;,5 r(3 1 ELEC. TRI'C.AL. R1)0 II GAL! EHE WEST EL -I;'1 C 1. ?C'fCLIVG S'Ci;1GE -E_'_ �, ';'1EXICAN /\ PI F'\ I 1 C:.1-' f:_ ``i i•. 'I- 53.0 f 53.0 el Alarm Current Load: 0.03 Amps 0.572 Amps For 24 Hours = Amp -hours For 5 Minutes= Amp -hours .15251 C-) C.) r-; Lw 25% Derating= Amp -hours 12VDC Amp -hours 7AH Amp -hours Battery Pair to be Used: 12VDC Amp -hours (J i C-! 5 :0 \, PROJECT: Panel: Date: CIRCUIT: QTY 2 0 2 0 BATTERY SIZNG CALCULATION Notification Appliance t ircuit Detail WESTFIELD SOUTHCENTER MALL MX TUX May 22, 2008 REV. BY: NVI DESCRIPTION SHOP DRAWINGS I DATE =-5/22/08 2«aa< Wire Resistance 1.62 CURRENT TOTAL= 542 Device Type Alarm Current SET -MC @15CD '64 SET -MC @30CD_ 98 SET -MC @75CD _ �~ 175 350 SET -MC @110CD 233_ • 0 0 SET-HMC-C@115CD 318 ~ 0 0 SET-HMC-C@177CD 445 0 0 SET -HMC @135CD 318 0 SET -HMC @185CD _ 445 1 Z-MC@15CD_ -_ 64 64 __.0 - _ _ _ .Z -MC @30C D 98 0 � 0 _�� SET-MC-CW@110CD 233 0 DEVICES= 5 TOTAL mA= 542 Alarm Total 128 0 Wire Size Circuit Total ( WL * 2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E) --_ (E=I*R) EOL Voltage - .--------------_ (20.4 - E) MX TUX WESTFIELD SOUTHCENTER ALL SCALE 1I32°:1' 75 C 75 C 15 15 15 PROJECT: Panel: Date: 19.9346388 Notificationi4p,pliance Circuit Detail WESTFIELD SOUTHCENTER MALL MX TUX May 22, 2008 Wire Resistance 2.58 CURRENT TOTAL= 7.2 SPEAKER CIRCUIT Device Type 70.7V 1/8 Alarm Current Alarm Total 1.8 7.2 0 0 Voltage at EOL Circuit Total Total Wire Resistance (R ) (WL*2)*(R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) EOL Voltage D,I DEVICES= TOTAL m A= 2I 20.379009121 7.21 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI EX BACKROUNQ1FLAN I, P,ROVIDEDI'.;BY: _JOB, NUMBER:54531 RISER DIAGRAM VOLTAGE DR CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Resery SHEET FA -04 � s MENS WAREHOUSE VICINITY MAP (Suite# 458) SCALE: NTS General Notes 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. Branchtine 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 II appropriate maintenance of sprinkler system in accordance with NFPA, as well as state local codes. 7. The owner is responsible for tl)e freeze protection of all sprinkler system piping and components at are npt designed for freezing corlditio s. 8. xistln tire sprinkler system to remain. western States Fire Protection will modify the existing system oniv in tg e areas of work. All other areas are not in contract and WSFP is not responsible for ex \train stamps must:be spazted before pipe is )ung. DO no: paintiolping..-ri ,:-ior to hydro tic,W- c-,_ gar o'Jel. D 0 Without Cornett As Noted in Red Per The Attached Letter 'nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acceptance is �uhi/pct to errors and NOT omissions which do not authorize violations of adopt6d 1 stanaaras and oralnances. The responsibiBty for the adequacy of design rests total'l'y with the designer. iAdditions, deletions or revisions to these drat. Ings atter this date will void this acceptance and will require a s resubmittal of revised drawings for subsequent approval. Final accpt`-nce is subject to field test and inspection by I The Tukwila Fire Prevention Bureau. Date: By: , t SYMBOL LEGEND RISER. DETAIL DRAULIC REFERENCE ONLY TO SCALE rUKWILA FIRE DEPARTMi N Please call: 575-440Z and give this job No. iii' S-70 l • end exact address for shut. urlw/n or rest3ration apirovai: REVISIONS ACT CEILING 11-0" AFF 5� Ordinary Group 1100.20gpm/ft2 for 922.50ft2 TOILET ROOM ACT SOFFIT 8'-0" AFF C2 / C2 NL f ORTH GYP BD CEILING 9-0" AFF co FIRE SPRINKLER PLAN 1/8" = 11 Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT SYM • SIN QTY 19 K 5.6 SPRAY Pendent ORIF. FIN. White TEMP. 155°F MFR./MODEL Reliable G4A Concealer Total = 19 EXISTING MAIN NEW MAIN GYP BD CEILING 11 '-0" AFF APPROVAL: CONT. NO.: FILE COPY TYPICAL FLEXABLE SPRINKLER CONNECTION. FLEXHEAD PIPE NIPPLE SPRINKLER BRANCHLINE LEXABLE CONNECTING HOSE'': IN STANDARD LENGTHS MOUNTING BRACKET • REDUCING FITTING S PENDED T BAR GRID SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALA, /I V (21l4'•agi LENGTH) (214' EMBIEK6NGTH) FIG.90$ SWIVEL SWAY BRACE FITTING FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHM \ BRACE PIPE I FIG.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE BRACE PIPE :LAT 18,4 NO RAL LINE RESTRAINTS THREADED BRACE PIPE Mens Warehouse Remote Area: Retail # 458 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY MASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM /FP for 922.50 FP SPRINKLER Reliable Model G4A & F1 FR ORIFICE 1t2° K= 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 360.20 GPM© 36.58 PSI • At time of Design 111-0" GLC.=38.5% AREA REDUCTION 0' 2' 4' Scale: 114" _ 1'4r 12' FIG.4 PIPE CLAMP FOR SWAY BRACE O LATERAL BRANCHLINE RESTRAINT MO NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NC T TO SCALE Hanger No. 07C HILT' Kwik Bolt 01 Cut Rad Lgth Rounded to Nearest Inch Rod Coupling All Tlread Rod Swivel Ring 0 IR Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and W Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE City of Tukwila KS0431 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: DATE: 06/04/08 Western IS Protection 7102 180th AVE NE, STE A-1 Lic. #: WESTESI ates Fire Company )5 - REDMOND, WA- 98052 1360F WESTERN STATES FIRE PROTEI ALBUQUERQUE /AUSTIN / DALLAS/ PECATU LAS VEGAS/ MINNEAPOLIS / PHOENIX /PORTIANO Phone:425-881-01 TION COMPANY- OFFICES LOCATED /DENVER / DULUTH /HOUSTON/KANSAS CITY /RAPID CITY/ ST- PAUL /SALT LAKE CITY /SEATTLE )0 Fax 425-881-3030 Mens Warehouse 458 Southcenter Mali Tukwila,WA 98188 FIRE SPRINKLER PLAN Mens Warehouse a m 0 Banks Brothers Construction Tukwila Fire z004 �6/�3,0 SHEET FP -1 OF 1 CONTRACTO