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PP - 867 SOUTHCENTER MALL - H&M - PERMITS AND PLANS
867 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-176 11-S-215 08-S-188 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** tt AA,^�,, '' King Co. Assessor's Tax No.: Site Address: o�J ' OuTt-ie.I" I -L- Suite Number: k 7 Floor: .2 - Tenant Name: t -t 4 M evoL New Tenant? D - Yes IN = No Property Owner's Name: VSesTFIELf> L.L.C. Mailing Address: 2800 Sou -n. CONTEz- 11A11-1411-41 q sig City State Zip CONTACT PERSON -if there are questions about the submittal. \ Name: EFF 1 A L CNS) Day Telephone: (2O(oJ l 72- /50 2 - Company Company Name: NOR DAWES f RE SYSTT`MS Mailing Address: 3315 S S. I t(4. T—' ST. Glx KI,J 1 LA W �$ I l� City State Zip E-mail Address: 314cc-hei @ In V( i resystevs . C o M Fax Number: (2O( ) Ti 2 - 750 �1 Valuation of Project (contractor's bid price): $ 1 LiS. Ob Scope of Work (please provide detailed information): M) 0 "J New c.DN cE LE) PEN OGN T SPR1 1e -LE" . I N N Ew LEVEL 2 EN -ray so FFAT. 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 dee 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 s ch 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: --1EffeRY P. 1i; -W -FE Plan Permit App.doc Date: 91261 f Day Telephone: (2o0 "n2- 7S 02- 5/14/10 TFD FP Form 8 r zci fl €flGIfl€€R1fl6 /Code Consulting 7 May 2008 Martin Sokulski Western States Fire Protection 7102 - 180th Ave NE, Suite A-105 Redmond, WA 98052 RE: Westfield Mall — H&M (Suites #867and #2837) Independent Third Party Review — Fire Sprinkler System Dear Martin: Tuazon Engineering, PLLC 4322 NE 7 Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax rwm.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. The sprinkler system shown is part of Zones T4 and T9 fed from the East Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheets FP1 and FP2 dated 5/6/08 • Hydraulic Calculations dated 5/6/08 The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. A water curtain is referenced on the plans near an escalator opening with notation that it will be piped by future tenant space system. Coordinate with City of Tukwila to determine if the water curtain is required and its design requirements. 2. The remote area reduction detail on sheet FP -1 includes a note referencing "UFC Design Area." Delete the note as it is not applicable to this project. 3. Include a note on sheet FP -2 below the hydraulic placard information that justifies the reduction of remote area to 900 SF. 4. Include a second remote area calculation for the east most portion of sheet FP -2 (between gridlines 27-30). This area appears to be more hydraulically remote than the calculated area submitted. 5. Provide Washington State fire sprinkler certificate of competency stamp on the drawing and calculations. 6. Include applicable product data with the permit submittal to the City of Tukwila. A resubmittal to Tuazon Engineering is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or eric@tuazon.com with any questions regarding this review. Westfield Mall — H&M (# 867 & #2837) Third Party Review — Fire Sprinkler Systems 7 May 2008 Page 2 Respectfully, TUAZON ENGINEERING, PLLC 5,2.P Eric P. Tuazon, PE Fire Protection Engineer i Western States Fire Protection Co. 7102 180th Ave NE Suite A-105 Redmond, WA 98052 (425) 881-0100 (425) 881-3030 FAX Fire Protection Systems Design •Fabrication *Installation Commercial *Industrial *Residential *Institutional Special Hazards •High Tech •Defense *Hangars Retrofit *Service •Inspection •Maintenance May 12, 2008 Alan Metzler Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 RE: H & M --Westfield Southcenter Mall Response to Tauzon Engineering Fire Sprinkler Review Letter 1. At this point full height walls are on the East and West side of the escalator so there is only a small opening on the north/northwest side. We spaced heads at 6'-0" on center in that area to accommodate possible future calculation requirements. 2. Note has been deleted. 3. The remote area is actually 1500ft2, this was a clerical error. 4. We feel a second remote area is not needed in this area because we would be able to use the area reduction method to its fullest creating a 40% reduction. Thus making this a much less demanding area even though more remote. 5. Included. 6. Included. Adam Kantner Project Manager Western States Fire Protection, Inc. Dallas, TX •Austin, TX •Houston, TX *Albuquerque, NM •Decatur, IL *Denver, CO *Duluth, MN •Kansas City, KS Las Vegas, NV *Minneapolis, MN *Phoenix, AZ *Portland, OR •Rapid City, SD *Salt Lake City, UT *Seattle, WA •St. Louis, MO I 1 1 Hydraulic• Semina Job Number: KC0016 Report Description: H&M 1st Level Sales JAb' .. . . Job Number KC0016 Design Engineer Martin Sokulski Job Name H & M Stria Ced'(wtbNUcense Number WESTESF136QF Address 1 867 & 2837 Southcenter Mall AHJ City of Tukwila Address Z Job Ste Southcenter Mall Cay I Stat. Tukwila WA Zb cod. 98188 Drawing Name WSFP Sprinkler System Level 1.cad System <<• Remote Area(s) Most Demanding SprMMar Dote 5.6 K -Factor 19.20 at 11.755 Occupancy Ordinary Group II Hose Alowance N Source 250.00 Deity 0.200gpm/ft2 Area of Application 1041.38ft2 (Actual 1041.38ft') AddAonal Hose Supplies Node Flow(gpml Number Of Sprinklers Csbubted 17 Coverage Per SprMkNr 108.00ft2 Tobi Hose Stream. 250.00 ' I I ik ta, System Flow Demand 414.59 Tot Water Required (Including Hose Alex...) jr !' ' Maxb,um Pressure Unbalance In Loops664.59 `V����Y` .`' 0.000 Y Maximum Above Ground 34.38 between nodes 137 and 72 N. Maximum Velocity Under Ground 1.57 between nodes 1 and 3 I)� Solone capacity of Wet Pips 1499.92ga1 Volume cspeclty of Dry Pips 6.47ga1 Node Hose Flow (qpm) Static (psi) Residual @ Flow (psi) (qpm) Available @ Total Demand (psi) (qpm) Required (psi) Safety Margin (psi) 1 I 250.00 140.000 20.000 I 10900.00 139.321 I 664.59 94.621 44.700 . Contractor .. Contractor Number KC0016 Comas Nam. Martin Sokulski Contact Tale PM Contractor Nan. Western States Fire Protection Phone 425-881-0100 Extension Address 1 7102 180th Avenue N.E. FAX 425-881-3030 Address 2 Suite A-105 Emel martin.sokulsk@wsfp.us City Redmond State WA Zip Code 98034 Web -Site ,, O M.E.P.CAD, Inc. AutoS P R I N K®VR 5 v5.2.6 05/06/2008 10:39:24AM Page 1 SuminaryOfutfl�*1nDevices ' nti7 Job Number: KC0016 Report Description: H&M 1st Level Sales Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 103 16.43 14.82 5.6 8.612 Sprinkler 106 17.67 14.82 5.6 9.953 Sprinkler 109 23.15 14.82 5.6 17.086 Sprinkler 111 25.71 14.82 5.6 21.080 c Sprinkler 101 19.20 19.20 5.6 11.755 Sprinkler 102 19.66 19.20 5.6 12.329 Sprinkler 110 26.00 16.00 5.6 21.563 Sprinkler 104 20.63 19.20 5.6 13.576 Sprinkler 105 21.13 19.20 5.6 14.232 Sprinkler 112 27.05 16.00 5.6 23.333 Sprinkler 107 23.62 19.20 5.6 17.792 Sprinkler 108 24.17 19.20 5.6 18.636 Sprinkler 115 28.81 16.00 5.6 26.467 Sprinkler 113 27.62 14.82 5.6 24.328 Sprinkler 114 28.00 14.82 5.6 25.005 Sprinkler 117 31.00 14.82 5.6 30.644 Sprinkler 116 34.72 21.60 5.6 38.451 ic:› Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:40:13AM Page 2 111 Re ort Descriptio Job Number: KC0016 Node Elevation(Foot) I Fittings Pressure(psi) I Discharge(g pm) . . 10 14-6 T(5'-0) 13.204 11 14-6 PO(6-0) 13.905 15 14-6 PO(5-0) 22.348 17 14-6 P0(5-0) 22.379 19 14-6 T(5'-0) 13.189 20 14-6 P0(6.-0) 14.066 35 14-6 P0(5-0) 22.885 42 14-6 T(5-0) 15.189 43 14-6 P0(6-0) 16.191 50 14-6 P0(6-0) 24.742 56 14-6 T(5-0) 19.813 57 14-6 PO(6-0) 21.100 61 14.-6 PO(5-0) 28.028 71 14-6 T(5-0) 26.495 72 14-6 PO(6-0) 29.054 79 14-6 P0(5'-0) 34.011 90 14-6 P0(6-0) 40.582 133 14-6 2P0(8'-0) 68.072 137 14-6 mecT(8'-0) 66.443 3 3'-10% BFP(-4.500) 91.130 380 1'-11 3BOR, PO(5-0), P0(26'-4) 87.387 408 2-8% 87.064 103 13'-7% Spr(-8.612) 8.612 16.43 106 13-7% Spr(-9.953) 9.953 17.67 109 13'-7% Spr(-17.086) 17.086 23.15 111 14-10% Spr(-21.080) 21.080 25.71 101 14.-10% Spr(-11.755) 11.755 19.20 102 14-10% Spr(-12.329) 12.329 19.66 110 14-10% Spr(-21.563) 21.563 26.00 104 14-10% Spr(-13.576) 13.576 20.63 105 14-10% Spr(-14.232) 14.232 21.13 112 14-10% Spr(-23.333) 23.333 27.05 107 14.-10% Spr(-17.792) 17.792 23.62 108 14-10% Spr(-18.636) 18.636 24.17 115 14-10% Spr(-26.467) 26.467 28.81 113 14-10% Spr(-24.328) 24.328 27.62 114 14-10% Spr(-25.005) 25.005 28.00 117 14-10% Spr(-30.644) 30.644 31.00 116 14-10% Spr(-38.451) 38.451 34.72 1 -4'-0 S 94.621 414.59 M.E.P.CAD, Inc. AutoSPRINKCED VR5 v5.2.6 05/06/2008 10:40:26AM Page 3 Hydraulic Analys Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length w Route 1 SP 1.0490 0=19.20 7.13 C=120 0.120665 8'1 Pf 1.256 101 14'-10% q=19.20 K=5.6 11.755 Spr(-11.755) 2'-0 Pe 0.178 19 14'-6 13.189 E(2'-0) 10'-5 Pv AO 1.3800 0=38.86 8.34 C=120 0.116972 1'- Pt 0.877 19 14'-6 13.189 6'- Pe 20 14'-6 14.066 P0(6'-0) 7'- Pv BL 1.6100 0=72.96 11.50 C=120 0.177076 12'-0 Pf 2.125 20 14'-6 14.066 I Pe 43 14'-6 16.191 12'-d Pv BL 1.6100 0=114.72 18.08 C=120 0.409043 12'-d Pf 4.909 43 14'-6 16.191 Pe 57 14'-6 21.100 12'- Pv BL 1.6100 0=162.52 25.61 C=120 0.779089 10'-2V Pf 7.955 57 14'-6 21.100 Pe 72 14'-6 29.054 10'-21/ Pv BL 1.6100 0=218.14 34.38 C=120 1.343030 19'-10 Pf 37.388 72 14'-6 29.054 8'-0 Pe 137 14'-6 66.443 mecT(8'-0) 27'-10 Pv CM 4.2600 0=218.14 4.91 C=120 0.011752 68'-1 Pf 1.629 137 14'-6 66.443 70'-7 Pe 133 14'-6 68.072 2P0(26'4), 2fE(8'-111%) 138'-7% Pv CM 4.2600 0=414.59 9.33 C=120 0.038550 253'-211 Pf 13.863 133 14'-6 68.072 106'-4Y Pe 5.452 380 1'-11 87.387 T(26'-4), E(13'-2), fE(8'-111%), 359'-71/ Pv CV(28'-111/), GV(2'-7%), BOR, P0(26'-4) FM 8.3290 0=414.59 2.44 C=120 0.001472 5'-4 Pf 0.031 380 1'-11 87.387 16'-0 Pe -0.354 408 2'-8% 87.064 fE(16'-0) 21'-4% Pv FM 10.4200 0=414.59 1.56 C=120 0.000495 25'-10YPf 4.554 408 2'-8'/. 87.064 83'- Pe -0.488 3 3'-10% 91.130 4LtE(16'-0), BV(19'-0), BFP(-4.500 108'-1011% Pv UG 10.4000 0=414.59 1.57 C=140 0.000375 112'-10% Pf 0.084 3 3'-10% 91.130 111'-71% Pe 3.407 1 -4'-0 94.621 E(35'-1), 3LtE(25'-6), S 224'-51% Pv Gil Route 2 SP 1.0490 0=19.66 7.30 C=120 0.126104 0'- Pf 0.682 102 14'-10% q=19.66 K=5.6 12.329 Spr(-12.329) 5'- Pe 0.178 19 14'-6 13.189 T(5'-0) 5'- Pv GI Route 3 DN 1.0490 0=16.43 6.10 C=120 0.090487 48'-0 Pf 4.977 103 13'-71% q=16.43 K=5.6 8.612 Spr(-8.612) 7-0 Pe -0.385 10 14'-6 13.204 E(2'-0), T(5'-0) 55'-0 Pv AO 1.3800 0=34.10 7.31 C=120 0.091845 1'-7% Pf 0.702 10 14'-6 13.204 6'-0 Pe 11 14'-6 13.905 P0(6'-0) 7'-7% Pv BL 1.6100 0=34.10 5.37 C=120 0.043354 3'-81% Pt 0.161 11 14'-6 13.905 Pe 20 14'-6 14.066 3'-81% Pv ae Route 4 SP 1.0490 0=20.63 7.66 C=120 0.137861 8'- Pf 1.435 104 14'-10% q=20.63 K=5.6 13.576 Spr(-13.576) 2'- Pe 0.178 42 14'-6 15.189 E(2'-0) 10'- Pv AO 1.3800 0=41.76 8.96 C=120 0.133612 l'- Pf Pf 1.002 42 14'-6 15.189 6'- Pe 43 14'-6 16.191 P0(6.-0) 7'- Pv v Route 5 SP 1.0490 0=21.13 7.84 C=120 0.144012 0'-5 Pt 0.779 105 14'-10% q=21.13 K=5.6 14.232 Spr(-14.232) 5'-dI Pe 0.178 42 14'-6 15.189 T(5'-0) 5'-9 Pv Gil Route 6 DN 1.0490 0=17.67 6.56 C=120 0.103451 1 33'-1% Pf 3.635 106 13'-7% q=17.67 K=5.6 9.953 Spr(-9.953) 2'-0 Pe -0.385 10 14'-6 13.204 E(2'-0) 35'-1% Pv o Route 7 SP 1.0490 0=23.62 8.77 C=120 0.177048 8'1 Pt 1.843 107 14'-10% q=23.62 K=5.6 17.792 Spr(-17.792) 2'-q Pe 0.178 56 14'-6 19.813 E(2'-0) 10'1 Pv AO 1.3800 0=47.80 10.25 C=120 0.171521 1 1'-6 Pf 1.286 56 14'-6 19.813 6'-d Pe 57 14'-6 21.100 P0(6'-0) 7'-6 Pv GI Route 8 �jy O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 4 @99 Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length SP 1.0490 0=24.17 8.97 C=120 0.184796 0'-5 Pf 1.000 Pe 0.178 Pv 108 14'-10% q=24.17 K=5.6 56 14'-6 18.636 19.813 Spr(-18.636) T(5'-0) 5'-0 5'-5 GI Route 9 DN 1.0490 Q=23.15 8.59 C=120 0.170540 26'-1 % Pf 5.646 Pe -0.385 Pv 109 13'-7'/a q=23.15 K=5.6 15 14'-6 17.086 22.348 Spr(-17.086) E(2'-0), P0(5'-0) 7'- 33'-1'/� BL 1.6100 Q=23.15 3.65 C=120 0.021172 1'-5 Pf 0.031 Pe Pv 15 14'-6 17 14'-6 22.348 22.379 1'-5% BL 1.6100 0=48.86 7.70 C=120 0.084327 6'-0 Pf 0.506 Pe Pv 17 14'-6 35 14'-6 22.379 22.885 6'-0 BL 1.6100 0=74.86 11.80 C=120 0.185700 10'-0 Pf 1.857 Pe Pv 35 14'-6 50 14'-6 22.885 24.742 10'-0 BL 1.6100 0=101.91 16.06 C=120 0.328582 10'-0 10,-0 Pf 3.286 Pe Pv 50 14'-6 61 14'-6 24.742 28.028 BL 1.6100 0=130.72 20.60 C=120 0.520795 11'-5% 11'-5% Pf 5.983 Pe Pv 61 14'-6 79 14'-6 28.028 34.011 BL 1.6100 0=161.72 25.49 C=120 0.772045 8'-6% 8'-6% Pf 6.572 Pe Pv 79 14'-6 90 14'-6 34.011 40.582 BL 1.6100 0=196.45 30.96 C=120 1.106424 12'-10Y 12'-0 24'-10Y1 Pf 27.490 Pe 0.000 Pv 90 14'-6 133 14'-6 40.582 68.072 2LtE(2'-0J, Z, PO(8'-0) o Route 10 SP 10490 0=26.00 9.65 C=120 0.211495 0'-5 5'-0 5'-5 Pf 1.144 Pe 0.178 Pv 110 14'-10% q=26.00 K=5.6 35 14'-6 21.563 22.885 Spr(-21.563) PO(V-0) Qs, Route 11 SP 10490 0=25.71 9.54 C=120 0.207116 0'-5 5'-0 5'-5 Pf 1.121 Pe 0.178 Pv 111 14'-10% q=25.71 K=5.6 17 14'-6 21.080 22.379 Spr(-21.080) PO(V-0) w Route 12 SP 10490 0=27.05 10.04 C=120 0.227509 0'-5 5'-0 5'-5 Pf 1.231 Pe 0.178 Pv 112 14'-10% q=27.05 K=5.6 50 14'-6 23.333 24.742 Spr(-23.333) P0(5'-0) Jib Route 13 SP 10490 0=27.62 10.25 C=120 0.236473 6'-V 2'-0 8'-5 Pf 1.989 Pe 0.178 Pv 113 14'-10% q=27.62 K=5.6 71 14'-6 24.328 26.495 Spr(-24.328) E(2'-0) AO 1.3800 0=55.62 11.93 C=120 0.227081 5'-3% 6'-0 11'-3% Pf 2.559 Pe Pv 71 14'-6 72 14'-6 26.495 29.054 P0(6.-0) GI Route 14 SP 10490 0=28.00 10.40 C=120 0.242549 0'4 Pf 1.312 5'-01 Pe 0.178 5'4 Pv 114 14'-10% q=28.00 K=5.6 71 14'-6 25.005 26.495 Spr(-25.005) T(5'-0) GO Route 15 SP 10490 0=28.81 10.69 C=120 0.255636 0'-5 5'-0 5'-5 Pt 1.383 Pe 0.178 Pv 115 14'-10% q=28.81 K=5.6 61 14'-6 26.467 28.028 Spr(-26.467) PO(V-0) JO Route 16 SP 10490 0=34.72 12.89 C=120 0.361127 0'-5 5'-0 5'-5 Pf 1.954 Pe 0.178 Pv 116 14'-10% q=34.72 K=5.6 90 14'-6 38.451 40.582 Spr(-38.451) P0(5'-0) Route 17 SP 10490 0=31.00 11.51 C=120 0.292751 3'-10Y 7'- 10'-10Y Pf 3.188 Pe 0.178 Pv 117 14'-10% q=31.00 K=5.6 79 14'-6 30.644 34.011 Spr(-30.644) E[2'-0), P0(5'-0) Equivalent Pipe Lengths at Valves and Fittings (C-4120 only)' ' ` C Value Multiplier • ,87 Actual Inside Diameter 4 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 5 6Y9 Hydraulic Analysis Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend ' . Units Legend t fittings 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 AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 f 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 Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W 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 Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap f , © M.E.P.CAD, Inc. nAutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 6 11a Job Number: KC0016 Report Description: H&M 1st Level Sales Supply at Node 1 150 :Static Pressure 140.000 135 120 105 V 664.59 74 4.59 with hose @ 94.621 streams 90 .I J75 60 wC System demand curve 30 10900.00 @ 20.000, 15 IIIIIIiii 111111111 111/11111 111 1 1 1 1 1 1 1 1 1 1 1) 1 1 i 1 1 1 1 1 1 1 1 1 ) i) i i) i) i 0-L)mumIun)nii 91002200 3300 4400 5500 6600 7700 Water flow, gpm 8800 9900 11000 Hydraulic Graph Supply at Node 1 steno Pressure 140.000 Residual Pressure 10900.00 @ 20.000 available PressureTine el Test 139.321 @ 664.59 System D.n.nd 414.59@94.621 System Demand (Including Hose Mammo) 664.59 @ 94.621 gj, © M.E.P.CAD, Inc. AutoSPRINK© VR5 v5.2.6 05/06/2008 10:40:47AM Page 7 Hydraal d:Graph; Job Number: KC0016 Report Description: H&M 1st Level Sales BOR 150 135 Static Pressure 140.000 120 2 105 ^ on _3_ Pressure, psi nn o cn 14fIIIIlllllII11IiiiIIii11 Lii- n 4.59 with hose @ 87.387 streams demand curve 10900.00 @ 20.000, I �I IIIIillll ti 1111111 I111II1.1 I.. 1111 11 u LJ I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lJ 11111111 I_ 1 1 1 1 1 1 1 1 1 01002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Gnph BOR Static Pressure N/A Residual Pr.,.,,. N/A Avadabl. Press WI,. of Tel 132.087 @ 0.00 System G.rlend 414.59 @ 87.387 System Demand (t,WY,p Hoss. Allowance) N/A @ 87.387 O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:47AM Page 8 Job Number: KC0016 Report Description: H&M 1st Level Sales m M.E.P.CAD, Inc. 9 AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:58AM Page 9 Hydraulic Summary Job Number: KC0016 Report Description: H&M 2nd Level Sales Job` ' a:k.. Job Number KC0016 Design Engineer Martin Sokulski Job Nam. H & M Stats CertificatonlLicense Number WESTESF136QF Address 1 867 & 2837 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila State WA Zip Cods 98188 Drawing Name WSFP Sprinkler System Level 2.cad System . Remote Atee(s) Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 1502.58ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 15 Coverage Per Sprinkler 130.00ft2 0 40 �,, Tobi Hose Streams 250.00 t ( I. 111 System Flow Demand Total Water Required (Including Hose Allowance) k �' 413.48 663.48 �'' �' al A Maximum Pre..un Unbalance In Loops `iarielkI4!� 0.000 Maximum Velocity Above Ground 22.21 between nodes 264 and 169 SO �~ Maximum Velocity Under Ground 1.56 between nodes 1 and 3 _ -�4 °'' Volume capacity of Wet Pipes 1930.56ga1 Volume capacity of Dry Ppes 10.09gal Supp es a\ Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 140.000 20.000 I 10900.00 139.323 I 663.48 91.894 47.430 Contractor : , Contractor Number KC0016 Contact Name Justin Reynolds Contact lige PM Contractor Name Western States Fire Protection Phone 425-881-0100 Extension Address 1 7102 180th Avenue N.E. FAX 425-463-5124 Address 2 Suite A-105 E-mail justin.reynolds@wsfp.us City Redmond Sbb WA Zip Code 98034 Web -Site © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/12/2008 1:23:52PM Page 1 119 Summary,Of °allowing Devices Job Number: KC0016 Report Description: H&M 2nd Level Sales Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 106 26.98 26.00 5.6 23.204 Sprinkler 110 27.37 26.00 5.6 23.888 Sprinkler 103 26.17 26.00 5.6 21.842 Sprinkler 105 26.80 26.00 5.6 22.902 Sprinkler 107 27.19 26.00 5.6 23.577 c> Sprinkler 102 26.00 26.00 5.6 21.556 Sprinkler 108 27.24 26.00 5.6 23.668 Sprinkler 111 27.64 26.00 5.6 24.364 Sprinkler 104 26.43 26.00 5.6 22.280 Sprinkler 112 27.99 26.00 5.6 24.977 Sprinkler 113 28.58 26.00 5.6 26.047 Sprinkler 109 27.33 26.00 5.6 23.826 Sprinkler 114 28.77 26.00 5.6 26.395 Sprinkler 116 30.14 26.00 5.6 28.973 Sprinkler 115 28.84 26.00 5.6 26.516 c> Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINKOD VR5 v5.2.6 05/06/2008 10:46:11AM Page 2 Nod� Analysis Re • Job Number: KC0016 Node Elevation(Foot) Fittings . Pressure(psi) I Discharge(qpm) . _ I 20 17-6 E(2'-0) 27.240 22 17-6 E(2'-0) 28.119 24 17-6 E(2'-0) 25.485 58 17-6 PO(5-0) 27.521 60 17-6 PO(5-0) 28.408 62 17-6 P0(5.-0) 25.751 97 17-6 PO(5-0) 28.528 99 17-6 PO(5-0) 29.442 101 17-6 PO(5-0) 26.703 149 17.-6 PO(5-0) 30.247 139 17-6 P0(5'-0) 31.650 141 17-6 P0(5.-0) 28.735 160 17-6 P0(5'-0) 32.108 169 17-6 PO(5-0) 35.484 171 17-6 PO(5-0) 32.265 274 17-6 2P0(8'-0) 45.830 264 17-6 2P0(8'-0) 45.603 266 17-6 PO(8'-0) 45.543 686 -16'-1 P0(26'-4), 2Gauge 1 84.622 3 -14'-1% BFP(-4.500) 88.403 803 -16'-1 LtE(16'-0) 84.690 106 10'-2% Spr(-23.204) 23.204 26.98 110 10'-2% Spr(-23.888) 23.888 27.37 103 10-2% Spr(-21.842) 21.842 26.17 105 10'-2% Spr(-22.902) 22.902 26.80 107 10-2% Spr(-23.577) 23.577 27.19 102 10'-2% Spr(-21.556) 21.556 26.00 108 10'-2% Spr(-23.668) 23.668 27.24 111 10.-2% Spr(-24.364) 24.364 27.64 104 10'-2% Spr(-22.280) 22.280 26.43 112 10'-2% Spr(-24.977) 24.977 27.99 113 10'-2% Spr(-26.047) 26.047 28.58 109 10'-2% Spr(-23.826) 23.826 27.33 114 10'-2% Spr(-26.395) 26.395 28.77 116 10'-2% Spr(-28.973) 28.973 30.14 115 10'-2% Spr(-26.516) 26.516 28.84 1 -22'-0 S 91.894 413.48 M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:46:26AM Page 3 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:46:40AM Page 4 in Hydraulic Analysis Job Number: KC0016 Report Description: H&M 2nd Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary G Route 1 DN 1.0490 0=26.00 9.65 C=120 0.211435 29'-1d Pi 7.365 102 10'-2'% q=26.00 K=5.6 21.556 Spr(-21.556) 62 17'-6 25.751 P0(5'-0) 5'-d-lI Pe -3.170 34'-1q Pv BL 1.6100 0=52.17 8.22 C=120 0.095207 10'-0� Pf 0.952 62 17 6 25.751 101 17'-6 26.703 I Pe 10'-0 Pv BL 1.6100 0=78.60 12.39 C=120 0.203232 10,-0 Pt 2.032 101 17'-6 26.703 141 17'-6 28.735 10'-0 Pe Pv BL 1.6100 0=105.94 16.70 C=120 0.352994 10'-d Pf 3.530 141 17'-6 28.735 171 17'-6 32.265 10'-0 Pe Pv BL 1.6100 0=134.78 21.24 C=120 0.551051 12'-1 Pt 13.278 171 17'-6 32.265 266 17'-6 45.543 2LtE(2'-0), PO(8'-0) 12'-0 24'-1 Pe Pv CM 4.2600 0=134.78 3.03 C=120 0.004822 12'- Pf 0.060 266 17'-6 45.543CJI 264 17'-6 45.603 12'- Pe Pv CM 4.2600 0=275.70 6.21 C=120 0.018123 12'-6 Pt 0.227 264 17'-6 45.603 274 17'-6 45.830 12'-6 Pe Pv CM 4.2600 0=413.48 9.31 C=120 0.038359 380'-3 Pf 24.233 274 17'-6 45.830 173'-3'% 686 -16'-1 84.622 2cplg(-1.500), 2P0(26'-4), 553'-6'% 7fE(8'-11%), BV(15'-9%), Z, 2Ee2(5'-3), CV(28'-11'%), GV(2'-7%), Gauge 1 Pe 14.559 Pv FM 8.3290 0=413.48 2.43 C=120 0.001465 14'-5 Pf 0.068 686 -16'-1 84.622 32'- 803 -16'-1 84.690 fE(16'-0), LtE(16'-0) 46'-5Y Pe 0.000 Pv FM 10.4200 0=413.48 1.56 C=120 0.000492 28'-2'% Pf 4.555 803 -16'-1 84.690 83'-0 3 -14'-1'% 88.403 4LtE(16'-0), BV(19'-0), BFP(-4.500) 111'-2'/a Pe -0.842 Pv UG 10.4000 0=413.48 1.56 C=140 0.000373 112'-10'% Pt 0.084 3 -14'-1% 88.403 111'-7 1 -22'-0 91.894 E(35'-1), 3LtE(25'-6), S 224'-5% Pe 3.407 Pv Gib Route 2 DN 1.0490 0=26.17 9.72 C=120 0.214029 29'-1d Pf 6.813 2'-q Pe -3.170 31'-1 Pv 103 10'-2'/z q=26.17 K=5.6 21.842 Spr(-21.842) 24 17-6 25.485 E{2'-0) BL 1.6100 0=26.17 4.12 C=120 0.026571 10'-0 10'-0 Pt 0.266 Pe Pv 24 17'-6 25.485 62 17'-6 25.751 Gib Route 3 DN 1.0490 0=26.43 9.81 C=120 0.217993 29'-10 Pf 7.593 104 10'-2'% q=26.43 K=5.6 22.280 Spr(-22.280) 101 17'-6 26.703 P0(5'-0) 5'-q 34'-1 Pe -3.170 Pv o Route 4 DN 1.0490 Q=26.80 9.95 C=120 0.223615 29'-10 Pf 7.789 105 10'-2'% q=26.80 K=5.6 22.902 Spr(-22.902) 58 17'-6 27.521 P0(5'-0) 5'-0 34'-10 Pe -3.170 Pv BL 1.6100 0=53.77 8.47 C=120 0.100689 10'-0 Pf 1.007 58 17'-6 27.521 97 17'-6 28.528 10'-0 Pe Pv BL 1.6100 0=81.02 12.77 C=120 0.214928 8'-0 Pf 1.719 97 17'-6 28.528 149 17'-6 30.247 8'-0 Pe Pv BL 1.6100 0=109.01 17.18 C=120 0.372128 5'-d Pf 1.861 149 17'-6 30.247 160 17'-6 32.108 5'_01 Pe Pv BL 1.6100 0=137.78 21.71 C=120 0.573965 15'-11 Pf 13.722 160 17'-6 32.108 274 17'-6 45.830 PO(8'-0) 8'- 23'-11 Pe Pv w Route 5 DN 1.0490 0=26.98 10.01 C=120 0.226348 29'-10I Pf 7.205 106 10'-2% q=26.98 K=5.6 23.204 Spr(-23.204) 20 17'-6 27.240 E(2'-0) 2'-01 31'-10 Pe -3.170 Pv BL 1.6100 0=26.98 4.25 C=120 0.028100 10'-0 Pf 0.281 20 17-6 27.240 58 17'-6 27.521 Pe 10,-0 Pv fib Route 6 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:46:40AM Page 4 �9 Job Number: KC0016 Report Description: H&M 2nd Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length DN 1.0490 0=27.19 10.09 C=120 0.229706 29'-1q Pf 8.001 Pe -3.170 Pv 107 10'-2% q=27.19 K=5.6 60 17'-6 23.577 28.408 Spr(-23.577) PO(5'-0) 5'-0_II' 34'-1G BL 1.6100 Q=54.56 8.60 C=120 0.103431 10'-0 Pf 1.034 Pe Pv 60 17'-6 99 17'-6 28.408 29.442 10'-0 BL 1.6100 0=82.20 12.95 C=120 0.220778 10'-0 Pf 2.208 Pe Pv 99 17'-6 139 17'-6 29.442 31.650 10'-0 BL 1.6100 0=110.78 17.46 C=120 0.383432 10'-0 Pf 3.834 Pe Pv 139 17'-6 169 17'-6 31.650 35.484 10'-0 BL 1.6100 0=140.93 22.21 C=120 0.598473 8'-11 Pt 10.119 Pe Pv 169 17'-6 264 17'-6 35.484 45.603 P0(8'-0) 8'-0 16'-11 o Route 7 DN 1.0490 0=27.24 10.11 C=120 0.230526 29'-10 Pf 8.030 Pe -3.170 Pv 108 10'-2'% q=27.24 • K=5.6 97 17'-6 23.668 28.528 Spr(-23.668) P0(5'-0) 5'-0 34'-10 w Route 8 DN 1.0490 Q=27.33 10.15 C=120 0.231950 29'-10 5'-0 34'-10 Pf 8.080 Pe -3.170 Pv 109 10'-2'% q=27.33 K=5.6 141 17'-6 23.826 28.735 Spr(-23.826) P0(5'-0) Route 9 DN 1.0490 0=27.37 10.16 C=120 0.232510 29'-10 2'-0 31'-10 Pf 7.402 Pe -3.170 Pv 110 10'-2'% q=27.37 K=5.6 22 17'-6 23.888 28.119 Spr(-23.888) E(2'-0) BL 1.6100 0=27.37 4.31 C=120 0.028865 10.-0 10'-0 Pf 0.289 Pe Pv 22 17'-6 60 17'-6 28.119 28.408 v Route 10 DN 10490 0=27.64 10.26 C=120 0.236794 29'-10 Pf 8.248 5'-0 Pe -3.170 34'-10 Pv 111 10'-2'% q=27.64 K=5.6 99 17'-6 24.364 29.442 Spr(-24.364) P0(5'-0) GI Route 11 DN 10490 0=27.99 10.39 C=120 0.242298 29'-10 5'-0 34'-10 Pf 8.440 Pe -3.170 Pv 112 10'-2% q=27.99 K=5.6 149 17'-6 24.977 30.247 Spr(-24.977) P0(5'-0) w Route 12 DN 10490 0=28.58 10.61 C=120 0.251879 29'-10 5'-0 34'-10 Pf 8.774 Pe -3.170 Pv 113 10'-2'%z q=28.58 K=5.6 139 17'-6 26.047 31.650 Spr(-26.047) P0(5'-0) Route 13 DN 10490 0=28.77 10.68 C=120 0.254998 29'-10 5'-0 34'-10 Pf 8.882 Pe -3.170 Pv 114 10'-2'% q=28.77 K=5.6 160 17'-6 26.395 32.108 Spr(-26.395) P0(5'-0) we Route 14 DN 10490 0=28.84 10.70 C=120 0.256072 29'-10 5'-0 34'-10 Pf 8.920 Pe -3.170 Pv 115 10'-2% q=28.84 K=5.6 171 17'-6 26.516 32.265 Spr(-26.516) PO(5'-0) GO Route 15 DN 10490 0=30.14 11.19 C=120 0.277949 29'-10 5'-0 34'-10 Pf 9.682 Pe -3.170 Pv 116 10'-2% q=30.14 K=5.6 169 17'-6 28.973 • 35.484 Spr(-28.973) P0(5'-0) Equivalent Ftpe LengU*' Valves and Fittings (C=920 only).:: ) Value Multiplier 4'87 / Actual Inside Diameter =Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 $ Schedule 40 Steel Pipe Inside Diameter © M.E.P.CAD, Inc. AutoSPRINKOVR5v5.2.6 05/06/2008 10:46:40AM Page 5 Hy dratitic'Aiaiysi Job Number: KC0016 Report Description: H&M 2nd Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Pressure Eq. Length Total Length 'Fittings Summary 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 11W Elbow Ee2 22W Elbow 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 Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [pry m M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:46:40AM Page 6 • Job Number: KC0016 Supply at Node 1 150 :Static 135 Pressure 140.000 120 1 105 on -3413.48 -663.48 with hose @ 91.894 streams Pressure, psi 5jstem demand curve • 10900.00 @ 20.000 o e lllllllll 1111111 11 3300 1 1 1 1 1 1 1 1 1 4400 III 1 1 1 1 1 1 5500 1 1 1 1 ti 1 1 1 6600 1 1 1 1 1 1 1 1 1 7700 Water flow, 1 1 1 1 1 1 1 1 1 8800 gpm 1 1 1 1 1 1 1 1 1 9900 1 1 1 1 1 1 1 1 1 11000 Hydraulic Graph Supply at Node 1 Stalk Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available Pressurerime et Test 139.323 @ 663.48 System Den.nd 413.48 @ 91.894 System Demand (Including Hese Albwence) 663.48 @ 91.894 m M.E.P.CAD, Inc. AutoSPRINK®VR5v5.2.6 05/06/2008 10:46:55AM Page 7 111 HydraulicGrap Job Number: KC0016 150 Gauge 1 135 -Static Pressure 140.000 120 105 90 .4 - 75 „663.48 3.48 with hose @ 84.622 streams _ _ _ w - a - 60 -System 30 demand curve 15 10900.00 @ 20.000 31 0 lwunna milli!! 111111111 1 1 1 1 11111 111111111 111111111 11111 1 1 11 1 1( 1( 1 1 1 1 1 1 1 1 1 1 1 1 1 11002200 4 3300 0 5500 6600 7700 Water flow, gpm 8800 9900 11000 Hydraulk Graph Gauge 1 Star Pressure N/A Residual Pressure N/A AvaROM PressureTIm. of Test 132.052 @ 0.00 System Demand 413.48 @ 84.622 System bmend (Including Hos. Allwnnw) N/A @ 84.622 k, © M.E.P.CAD, Inc. 111 AutoSPRINK® VR5 v5.2.6 05/06/2008 10:46:55AM Page 8 111 Fiow Diagram (ToprView Job Number: KC0016 Report Description: H&M 2nd Level Sales m M.E.P.CAD, Inc. 319 AutoSPRINK® VR5 v5.2.6 05/06/2008 10:47:13AM Page 9 Hydraulic Sum Job Number: KC0016 Report Description: H&M 1st Level Sales Job • A .• .. .• . •. Job Number KC0016 Dngn Engineer Martin Sokulski Job Nine H & M State CeNRntbMlcense Number WESTESF136QF Address 1 867 & 2837 Southcenter Mall AM City of Tukwila Address 2 Job Site Southcenter Mall CM Tukwila Stab WA Zip Code 98188 Dowing Name WSFP Sprinkler System Level 1.cad Systertt :. ;r; : ; Remote Area(s) Most Demanding Sprinkler Dab 5.6 K -Factor 19.20 at 11.755 Occupancy Ordinary Group II Nose Allowance At Source 250.00 Sway 0.200gpm/ft2 Area of Apicetlon 1041.38ft2 (Actual 1041.38ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinkler, Calculated 17 Coverage Per Sprinkler 108.00ft2 40 C"Seatt Toll Nose Shams 250.00 I ie. ��� System Flow Durk 414.59 T.b(Neter Requited ed (Including NoAllowance) 664.59f if ' David i• . _ __��4&y Pressure Mexlmum ae UnIn Loops 0.000 . 1 - 2 L � Maximum Velocity Above Ground 34.38 between nodes 137 and 72 O eiff 1/40* Maximum V. ociy Under Ground 1.57 between nodes 1 and 3 Volume npacHy of Wet Pips 1499.92gal Volume opacity of Dry Pips 6.47ga1 ti Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 I 140.000 20.000 I 10900.00 139.321 I 664.59 94.621 44.700 Contractor Contractor Humber KC0016 Contact Name Martin Sokulski Contact aIle PM Contractor Name Western States Fire Protection Phone 425-881-0100 Extension Address I 7102 180th Avenue N.E. FM 425-881-3030 Addm.. 2 Suite A-105 Eyre. martin.sokulsk@wsfp.us City Redmond State WA Zip Cod. 98034 Web -SO. k, O M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 05/06/2008 10:39:24AM Page 1 8111 summa 40000 t:iir Job Number: KC0016 Report Description: H&M 1st Level Sales Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 103 16.43 14.82 5.6 8.612 Sprinkler 106 17.67 14.82 5.6 9.953 Sprinkler 109 23.15 14.82 5.6 17.086 Sprinkler 111 25.71 14.82 5.6 21.080 c> Sprinkler 101 19.20 19.20 5.6 11.755 Sprinkler 102 19.66 19.20 5.6 12.329 Sprinkler 110 26.00 16.00 5.6 21.563 Sprinkler 104 20.63 19.20 5.6 13.576 Sprinkler 105 21.13 19.20 5.6 14.232 Sprinkler 112 27.05 16.00 5.6 23.333 Sprinkler 107 23.62 19.20 5.6 17.792 Sprinkler 108 24.17 19.20 5.6 18.636 Sprinkler 115 28.81 16.00 5.6 26.467 Sprinkler 113 27.62 14.82 5.6 24.328 Sprinkler 114 28.00 14.82 5.6 25.005 Sprinkler 117 31.00 14.82 5.6 30.644 Sprinkler 116 34.72 21.60 5.6 38.451 ci Most Demanding Sprinkler Data O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:13AM Page 2 Job Number: KC0016 Report Description: H&M 1st Level Sales Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) 10 14'-6 T(5'-0) 13.204 11 14'-6 P0(6'-0) 13.905 15 14'-6 P0(5.-0) 22.348 17 14'-6 P0(5'-0) 22.379 19 14'-6 T(5'-0) 13.189 20 14'-6 P0(6.-0) 14.066 35 14'-6 P0(5'-0) 22.885 42 14'-6 T(5'-0) 15.189 43 14'-6 P0(6'-0) 16.191 50 14'-6 P0(5'-0) 24.742 56 14'-6 T(5'-0) 19.813 57 14'-6 P0(6'-0) 21.100 61 14'-6 P0(5'-0) 28.028 71 14'-6 T(5'-0) 26.495 72 14'-6 P0(6'-0) 29.054 79 14'-6 P0(5'-0) 34.011 90 14'-6 P0(5'-0) 40.582 133 14'-6 2P0(8'-0) 68.072 137 14'-6 mecT(8'-0) 66.443 3 3'-10% BFP(-4.500) 91.130 380 1'-11 3BOR, P0(5.-0), P0(26.-4) 87.387 408 2'-8% 87.064 103 13'-7'% Spr(-8.612) 8.612 16.43 106 13'-7% Spr(-9.953) 9.953 17.67 109 13'-7% Spr(-17.086) 17.086 23.15 111 14'-10% Spr(-21.080) 21.080 25.71 101 14'-10% Spr(-11.755) 11.755 19.20 102 14'-10% Spr(-12.329) 12.329 19.66 110 14'-10% Spr(-21.563) 21.563 26.00 104 14'-10% Spr(-13.576) 13.576 20.63 105 14'-10% Spr(-14.232) 14.232 21.13 112 14'-10% Spr(-23.333) 23.333 27.05 107 14'-10% Spr(-17.792) 17.792 23.62 108 14'-10% Spr(-18.636) 18.636 24.17 115 14'-10% Spr(-26.467) 26.467 28.81 113 14'-10% Spr(-24.328) 24.328 27.62 114 14'-10% Spr(-25.005) 25.005 28.00 117 14'-10% Spr(-30.644) 30.644 31.00 116 14'-10% Spr(-38.451) 38.451 34.72 1 -4'-0 S 94.621 414.59 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:26AM Page 3 Job Number: KC0016 Report Description: H&M 1st Leve Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length GO Route 1 SP 1.0490 0=19.20 7.13 C=120 0.120665 8'-5' Pf 1.256 101 14'-10% q=19.20 K=5.6 11.755 Spr(-11.755) 2'-d Pe 0.178 19 14'-6 13.189 E(2'-0) 10'-B Pv AO 1.3800 0=38.86 8.34 C=120 0.116972 1'-6 Pf 0.877 19 14'-6 13.189 6'-0 Pe 20 14'-6 14.066 P0(6'-0) 7'-6 Pv BL 1.6100 Q=72.96 11.50 C=120 0.177076 12'-0 Pf 2.125 20 14'-6 14.066 Pe 43 14'-6 16.191 12'-0 Pv BL 1.6100 0=114.72 18.08 C=120 0.409043 12'-0� Pf 4.909 43 14'-6 16.191 I Pe 57 14'-6 21.100 12'-9 Pv BL 1.6100 0=162.52 25.61 C=120 0.779089 10'-2'% Pf 7.955 57 14'-6 21.100 Pe 72 14'-6 29.054 10'-2'/z Pv BL 1.6100 0=218.14 34.38 C=120 1.343030 19'-10 Pf 37.388 72 14'-6 29.054 8'-0 Pe 137 14'-6 66.443 mecT(8'-0) 27'-10 Pv CM 4.2600 0=218.14 4.91 C=120 0.011752 68'-1 Pf 1.629 137 14'-6 66.443 70'-7 Pe 133 14'-6 68.072 2P0(26'-4), 2fE(8'-11'%) 138'-7% Pv CM 4.2600 0=414.59 9.33 C=120 0.038550 253'-2'% Pf 13.863 133 14'-6 68.072 106'-4% Pe 5.452 380 1'-11 87.387 T(26'-4), E(13'-2), fE(8'-11'%), 359'-7% Pv CV(28'-11'%), GV(2'-7'h), BOR, P0(26.-4) FM 8.3290 0=414.59 2.44 C=120 0.001472 5'-4 Pf 0.031 380 1'-11 87.387 16'-0 Pe -0.354 408 2'-8% 87.064 fE(16'-0) 21'-4%, Pv FM 10.4200 0=414.59 1.56 C=120 0.000495 25'-10% Pf 4.554 408 2'-8% 87.064 83'-0 Pe -0.488 3 3'-10% 91.130 4LtE(16'-0), BV(19'-0), BFP(-4.500 108'-10%z Pv UG 10.4000 0=414.59 1.57 C=140 0.000375 112'-10% Pf 0.084 3 3'-10% 91.130 111'-7% Pe 3.407 1 -4'-0 94.621 E(35'-1), 3LtE(25'-6), S 224'-5%Pv Gib Route 2 SP 1.0490 0=19.66 7.30 C=120 0.126104 0'-5 Pf 0.682 102 14'-10% q=19.66 K=5.6 12.329 Spr(-12.329) 5'-0 Pe 0.178 19 14'-6 13.189 T(5'-0) 5'-5 Pv o Route 3 DN 1.0490 0=16.43 6.10 C=120 0.090487 48'-0 Pf 4.977 103 13'-7% q=16.43 K=5.6 8.612 Spr(-8.612) 7'-0 Pe -0.385 10 14'-6 13.204 E(2'-0), T(5'-0) 55'-0 Pv AO 1.3800 0=34.10 7.31 C=120 0.091845 1'-7% Pf 0.702 10 14'-6 13.204 6'-0 Pe 11 14'-6 13.905 PO(V-0) 7'-7% Pv BL 1.6100 0=34.10 5.37 C=120 0.043354 3'-8'% Pf 0.161 11 14'-6 13.905 Pe 20 14'-6 14.066 3'-8'%z Pv GI Route 4 SP 1.0490 0=20.63 7.66 C=120 0.137861 8'- Pf Pf 1.435 104 14'-10% q=20.63 K=5.6 13.576 Spr(-13.576) 2'- Pe 0.178 42 14'-6 15.189 E(2'-0) 10'- Pv AO 1.3800 0=41.76 8.96 C=120 0.133612 1'- Pf 1.002 42 14'-6 15.189 6'- Pe 43 14'-6 16.191 PO(T-0) 7'- Pv w Route 5 SP 1.0490 0=21.13 7.84 C=120 0.144012 0'-5� Pf 0.779 105 14'-10'/. q=21.13 K=5.6 14.232 Spr(-14.232) 5'- Pe 0.178 42 14'-6 15.189 T(5'-0) 5'-5 Pv Gib Route 6 DN 1.0490 0=17.67 6.56 C=120 0.103451 33'-1Y Pf 3.635 106 13'-7'% q=17.67 K=5.6 9.953 Spr(-9.953) 2' - Pe -0.385 10 14'-6 13.204 E(2'-0) 35'-1'/ Pv Gib Route 7 SP 1.0490 0=23.62 8.77 C=120 0.177048 8'- Pf 1.843 107 14'-10% q=23.62 K=5.6 17.792 Spr(-17.792) Z- Pe 0.178 56 14'-6 19.813 E(2'-0) 10'- Pv AO 1.3800 0=47.80 10.25 C=120 0.171521 1'-6 Pf 6'-0 Pe 1.286 56 14'-6 19.813 I 57 14'-6 21.100 PO(V-0) I 7'-0 Pv GI Route 8 m M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 4 111 Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length SP 1.0490 Q=24.17 8.97 C=120 0.184796 0'-5 Pf Pe Pv 1.000 0.178 108 14'-10% q=24.17 K=5.6 56 14'-6 18.636 19.813 Spr(-18.636) T(5'-0) 5'-0 5'-5 o Route 9 DN 1.0490 Q=23.15 8.59 C=120 0.170540 26'-1Y Pt Pe Pv 5.646 -0.385 109 13'-7'/. q=23.15 K=5.6 15 14'-6 17.086 22.348 Spr(-17.086) E(2'-0), P0(5.-0) 7'- 33'-1'/J BL 1.6100 0=23.15 3.65 C=120 0.021172 1'-54 Pf Pe 1'-5'/ Pv 0.031 15 14'-6 17 14'-6 22.348 22.379 BL 1.6100 0=48.86 7.70 C=120 0.084327 6'-0 6'-0 Pf Pe Pv 0.506 17 14'-6 35 14'-6 22.379 22.885 BL 1.6100 0=74.86 11.80 C=120 0.185700 10'-0 10'-0 Pf Pe Pv 1.857 35 14'-6 50 14'-6 22.885 24.742 BL 1.6100 0=101.91 16.06 C=120 0.328582 10'-0 10'-0 Pf Pe Pv 3.286 50 14'-6 61 14'-6 24.742 28.028 BL 1.6100 0=130.72 20.60 C=120 0.520795 11'-5% 11'-5% Pf Pe Pv 5.983 61 14'-6 79 14'-6 28.028 34.011 BL 1.6100 0=161.72 25.49 C=120 0.772045 8'-6'Y 8'-6% Pf Pe Pv 6.572 79 14'-6 90 14'-6 34.011 40.582 BL 1.6100 0=196.45 30.96 C=120 1.106424 12'-10% 12'-0 24'-10% Pf Pe Pv 27.490 0.000 90 14'-6 133 14'-6 40.582 68.072 2LtE(2'-0), Z, P0(8.-0) w Route 10 SP 10490 0=26.00 9.65 C=120 0.211495 0'-51 Pf 5'- Pe 5'-551 Pv 1.144 0.178 110 14'-10% q=26.00 K=5.6 35 14'-6 21.563 22.885 Spr(-21.563) P0(5.-0) G. Route 11 SP 10490 0=25.71 9.54 C=120 0.207116 0'-5 5'-0 5'-5 Pt Pe Pv 1.121 0.178 111 14'-10% q=25.71 K=5.6 17 14'-6 21.080 22.379 Spr(-21.080) P0(5'-0) MI Route 12 SP 10490 0=27.05 10.04 C=120 0.227509 0'-5 5'-0 5'-5 Pf Pe Pv 1.231 0.178 112 14'-10% q=27.05 K=5.6 50 14'-6 23.333 24.742 Spr(-23.333) P0(5'-0) Gib Route 13 SP 10490 0=27.62 10.25 C=120 0.236473 6'-5 2'-0 8'-5 Pf Pe Pv 1.989 0.178 113 14'-10% q=27.62 K=5.6 71 14'-6 24.328 26.495 Spr(-24.328) E(2'-0) AO 1.3800 0=55.62 11.93 C=120 0.227081 5'-3'% 6'-0 11'-3'/ Pf Pe Pv 2.559 71 14'-6 72 14'-6 26.495 29.054 P0(6'-0) Gib Route 14 SP 10490 0=28.00 10.40 C=120 0.242549 0'-5 5'-0 5'-5 Pf Pe Pv 1.312 0.178 114 14'-10% q=28.00 K=5.6 71 14'-6 25.005 26.495 Spr(-25.005) T(5'-0) GI Route 15 SP 10490 0=28.81 10.69 C=120 0.255636 0'4 5'-0 5'-$ Pf Pe Pv 1.383 0.178 115 14'-10% q=28.81 K=5.6 61 14'-6 26.467 28.028 Spr(-26.467) P0(5.-0) v Route 16 SP 10490 0=34.72 12.89 C=120 0.361127 0'-5 5'-0 5'-5 Pf Pe Pv 1.954 0.178 116 14'-10% q=34.72 K=5.6 90 14'-6 38.451 40.582 Spr(-38.451) P0(5.-0) .i Route 17 SP 10490 Q=31.00 11.51 C=120 0.292751 3'-10'/ 7'- 10'-10% Pf Pe Pv 3.188 0.178 117 14'-10'/. q=31.00 K=5.6 79 14'-6 30.644 34.011 Spr(-30.644) E(2'-0), P0(5.-0) equivalent Pipe Lengths of Valve's anr3 Fittings (C=120 onty) _ 0 Value Multiplier . Actual Inside Diameter 4'87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) �iy O M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:4 0:36A M Page 5 11B Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Total Length Summary •gips Type Legeiiif 'Units Legend id AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG 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 AngV b BalV BFP BV C cplg Cr CV DeIV DPV E 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 Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 900 Elbow 45° Elbow 11W 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 Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap as, © M.E.P.CAD, Inc. AutoSPRINM/ VR5 v5.2.6 05/06/2008 10:40:36AM Page 6 111 Job Number: KC0016 Report Description: H&M 1st Level Sales ke © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:47AM Page 7 Supply at Node 1 150 =Static 135 Pressure 140.000 120 105 :.664.59 _-414.59 with hose § 94.621 streams 90 a _ - g 75 - a - w - d - a 60 System demand curve 45 30 10900.00 @ 20.000 15 a -num,. 111111111 111111111 111/11/11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 0 91002200 3300 4400 5500 6600 7700 Water flow, gpm 8800 9900 11000 Hydreulk Graph Supply at Node 1 S1 & R... ,. 140.000 Residual Pressure 10900.00 @ 20.000 Ava,LbN Pt..sur.T of Test 139.321 @ 664.59 System Demand 414.59@94.621 System D.,,,k (including HIM Abwance) 664.59 @ 94.621 ke © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:47AM Page 7 111 Hydraulic' Graph • Job Number: KC0016 BOR 150 135 Static Pressure 140.000 120 105 7 on Pressure, psi a rn n o cn .i 1JIIIIII IIIIII IITIIIt111 TAT n 4.59 with hose @ 87.387 streams demand curve 10900.00 @ 20.000, 1 wI IIIII I I I I I I I I I I I I I I I i I I I I I I I I 1 1 I I I I I IIIIIIIII IIIIIIIII IIIIIIIII I I 1 1 I 1 1 1 I III f 1 1 III v 910022°0 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm HyEnugc Gn sh BOR Sta. Pressure N/A Residu.l Pressure N/A Av.Ileble Pressmen,. of rest 132.087 @ 0.00 System Damn a 414.59 @ 87.387 System Darrand (Including Has. Agawano.) N/A @ 87.387 O M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:47AM Page 8 Job Number: KC0016 Report Description: H&M 1st Level Sales k O M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/06/2008 10:40:58AM Page 9 TUKWILA, W `, SHINGTO SHEET INDEX GENERAL NOTES SYMBOLS ..LEGEND SHEET NUMBER SHEET TITLE FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FA -03A FA -04 FIRE ALARM SYSTEM FIRST FLOOR PLAN FIRE ALARM SYSTEM SECOND FLOOR PLAN SYSTEM CALCULATIONS (GENERAL), RISER, SITE PLAN I Without Comments As Noted In F.ed Per The Attached Letter { i nese plans have been re.'io ,x:::U by The;Tukwila Fire Prevention urenU ;o -r ccnto'rrr:c4:._,72 wIril current city r, standards. Accec tante i. sub;a:-A to errors and omissions 1'' f Cil dr:, ;tot authL ri? e 1; i:;iations of adopted , standa“.1s and o:'Jiil:.n:•?, . i r .._;,ons it) .iiy for the ,i tiii_`:i''c •'itil tne''errigner. Adof ditions, 1r. >'_ r : •e' drawings atter this date wwr'r ii..., .•;;c v.51 requ:re a resubmittal at revises' ur 4'rir; - utnequent approval. Final acceptance is subject to field and inspection bV The Tukwila Fire Prevention Bureau. ' AA. H 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. FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE ,INITIATING. DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS: SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT; CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL ' CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT,:;WIRE,' FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE;; FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED INS DIRECT. AIR STREAM OF AIR SUPPLY OUTLETS. FER NEPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH ;;RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR . CODE CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE:: IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. FOR ADDITIONAL INSTALLATION. INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS ._;.• g. Late:By: TUKWILA FIRE DEPARTWIt.N4 Please call: 575-4407 and give this job No. and exact address for shut• down or restoration approval. WIRE DESIGNATION SCHEDULE 10. THE 120vac POWER ELECTRICAL tORK .SUPPLY,ING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 .',A0 .760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2AN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NO'i BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE . ALARM; :TECHNICIAN. 11. ALL HORN/STROBE AND STROBE foiCES SHALL BE MOUNTED ;AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROP'Pt01, WHICHEVEr IS LESS. 12. ALL MANUAL PULL STATIONS SHAQLI Br MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. I • 13. ALL PANEL NUMBERS AND CIRCUIfS WI(I_ BE 'ON THE RECORD DRAWINGS SET. • 14. ALL 120VAC CIRCUITS ARE FROM: DEDICATED CIRCUITS FROM THE EMERGENCY WIRE SCHEDULE AND CONDUIT FILL CHART SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERATOR. QUANTITY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT I FACP FIRE. • ALARM EX CONTROL PANEL I FARA XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FIRE : ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY 14 PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH, RELAY DUAL INPUT INTERFACE MODULE CONTROL POINT ' HCPx MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD SIEMENS 4S DEEP .VERIFY IN FIELD HCP SIEMENS 4S DEEP VERIFY IN FIELD m LU I HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD 4 LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD 1 SMOKE DETECTOR HFP-11 WI SIEMENS ®f (ADDRESSABLE -PHOTO) DB -11 BASE 13 DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE 4S DEEP W/ 1G RING CEILING DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) 5 15 4 HFPT-11 WI SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING 4S DEEP BOX 80" A.F.F. FIRE, ALARM SPEAKER STROBE : . (CEILING MOUNT) 3 IL] 15. PER NEPA 72 SECTION 5-3.6.1.3 DETECTORS; SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE •AUTHORITY HAVING JURISDICTION - FOR PROTECTION DURING CONSTRUCTION. _ DETECTORS THAT HAVE BEEN INSTALLED PRIOR. TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT. AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRLALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, . RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN 41 THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN ,,THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO:HELP ENSU(RE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE: THE. RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE :IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED FIRE,' ALARM STROBE (CEILING MOUNT) FIRE ALARM STROBE (WALL MOUNT) SET -HMC -CW SlEivIENS 4S DEEP BOX CEILING cO In ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) SET -CW SIEMENS SET -W SIEMENS 4S DEEP BOX CEILING 4S DEEP BOX 80" A.F.F. FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY AIR PRODUCTS 4S BOX VERIFY IN FIELD 1 MAGNETIC . DOOR HOLDER FA JBEIX F.B.O. F.B.O. FIRE ALARM TERMINAL CABINET JUNCTION BOX F.B.O. F.B.O. F.B.O. F.B.O. N/A VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD A r r- ABOVE FINISHED N/A N/A N/A N/A WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D H P S 2S A V 2V I X UD UI M B DATA LINE -ADDRESSABLE LOOP DOOR HOLDER POWER - 24VDC DEVICE POWER - 24VDC STROBE CIRCUIT - FEED STROBE CIRCUIT - RETURN ANNUNCIATOR SPEAKER CIRCUIT - FEED SPEAKER CIRCUIT - RETURN REMOTE INDICATION LIGHT LOW LEVEL AUDIO UNDERGROUND DATA UNDERGROUND INITIATION DOOR HOLDER POWER BEAM DETECTOR POWER TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) TWO #14 FPL/FPLR RED (JACKET) TWO #I6 FPL/FPLR RED (JACKET) TWISTED PAIR W/ SHIELD #I2 FPL/FPLR RED (JACKET) TWISTED PAIR W/ SHIELD #I2 FPL/FPLR RED (JACKET) TWISTED PAIR W/ SHIELD #I6 FPL/FPLR RED (JACKET) TWISTED PAIR #I4 FPL/FPLR RED (JACKET) TWISTED PAIR #14 ' FPL/FPLR RED (JACKET) TWO #1B FPL/FPLR RED (JACKET) TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) TWISTED PAIR RATED #I8 FPL/FPLR RED (JACKET) TWO #16 FPL/FPLR RED (JACKET) TWO #14 FPL/FPLR RED (JACKET) DZIRSSHED BY CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS TWO 600V TWO 600V TWO CONDUCTOR 300V CONDUIT FILL CALCULATE THE TOTAL AREA OF ABOVE. CHOOSE THE SIZE OF THE TABLE BELOW THAT DOES CONDUIT SIZE 1/2" 3/4" 1" 1-114" 1-1/2" 2" FIGURES ARE BASED ON 40% WIRE SIZE TYPE DIMENSIONS AREA #12 AWG THHN/THWN .244 0.D. .0467 #14 AWG THHN/THWN TWISTED .210 0.D. .0346 #18 AWG FPL TW CABLE .156 0.D. .0191 THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM NOT EXCEED THE TOTAL AREA OF THE WIRE. MAXIMUM FILL .12 SQUARE INCH .21 SQUARE INCH .34 SQUARE INCH .60 SQUARE INCH .82 SQUARE INCH 1.34 SQUARE INCH CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERATOR. QUANTITY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT I FACP FIRE. • ALARM EX CONTROL PANEL I FARA XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FIRE : ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY 14 PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH, RELAY DUAL INPUT INTERFACE MODULE CONTROL POINT ' HCPx MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD SIEMENS 4S DEEP .VERIFY IN FIELD HCP SIEMENS 4S DEEP VERIFY IN FIELD m LU I HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD 4 LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD 1 SMOKE DETECTOR HFP-11 WI SIEMENS ®f (ADDRESSABLE -PHOTO) DB -11 BASE 13 DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE 4S DEEP W/ 1G RING CEILING DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) 5 15 4 HFPT-11 WI SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING 4S DEEP BOX 80" A.F.F. FIRE, ALARM SPEAKER STROBE : . (CEILING MOUNT) 3 IL] 15. PER NEPA 72 SECTION 5-3.6.1.3 DETECTORS; SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE •AUTHORITY HAVING JURISDICTION - FOR PROTECTION DURING CONSTRUCTION. _ DETECTORS THAT HAVE BEEN INSTALLED PRIOR. TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT. AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRLALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, . RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN 41 THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN ,,THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO:HELP ENSU(RE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE: THE. RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE :IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED FIRE,' ALARM STROBE (CEILING MOUNT) FIRE ALARM STROBE (WALL MOUNT) SET -HMC -CW SlEivIENS 4S DEEP BOX CEILING cO In ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) SET -CW SIEMENS SET -W SIEMENS 4S DEEP BOX CEILING 4S DEEP BOX 80" A.F.F. FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY AIR PRODUCTS 4S BOX VERIFY IN FIELD 1 MAGNETIC . DOOR HOLDER FA JBEIX F.B.O. F.B.O. FIRE ALARM TERMINAL CABINET JUNCTION BOX F.B.O. F.B.O. F.B.O. F.B.O. N/A VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD A r r- ABOVE FINISHED N/A N/A N/A N/A REMOVE AS BUILT BLUP. NOTES TO CAD N/A N/A N/A N/A CO CO zz 06 w CC ci) 0 ;)* LANDERSON DESIGNED BY: R.VEZZANI PAID t:::: 20(* Tukwila Fire,, ri hf 2006 b Guardian Securit S stems, Inc. -All. Ri hts Reserli4d! BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET NJ FA -01 DZIRSSHED BY N/A r, NLICABLE ' U.O.N UNLESS OTHERWISE NOTED N/A N/A N/A N/A wp WEATHERPROOF DEVICE N/A N/A N/A N/A RED v. ADD OR CHANGE REMOVE AS BUILT BLUP. NOTES TO CAD N/A N/A N/A N/A CO CO zz 06 w CC ci) 0 ;)* LANDERSON DESIGNED BY: R.VEZZANI PAID t:::: 20(* Tukwila Fire,, ri hf 2006 b Guardian Securit S stems, Inc. -All. Ri hts Reserli4d! BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET NJ FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT MINS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. AIR DUCT 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC END OF LINE DEVICEC3.6K 1/4W) ,- 0 GROUND SUPERVISED SWITCH Pr) O © HTRI-R OSTATUS LED DUCT DETECTOR LOCATION (0 0 0 0 OUTLET SAMPLING --- TUBE INLET SAMPLING— TUBE AT LEAST SIX DUCT WIDTHS FROM BEND 0 TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR N.O. COM N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL O LABEL SCAB (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE[ DEVICE TO NEXT ADDRESSABLE DEVICE + NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE- - SCALE=NONE MUSIC —QAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE }'i¢) STOP IF LAST DEVICE `(-) FROM XLS CONTROL PANEL OR f.9 PREVI❑US ADDRESSABLE DEVICE;-} RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 mA DURING POLLING 10 OHMS 200 FT. (18 AVG) 0.O2uF 0.04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTION. Inial TB1 + 5•00065- 2 3 4 5 6 100065-23456 HCP TB2 6 5 4 3 2 1 END OF :LINE DEVICE . I j° (3.6K 1/4W) `: SUPERVISED=:-_% SWITCH GROUND 0 M -0 © © HTRI-D STATUS LED CO 0 1` 0 NOT USED O NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT. DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 CND N AC 1 0 IV 00 0 0 PAD -3 0 0 00 ,:INPUT INPUT TROUBLE NAC1 NAC2 1+ 1- 1 2+ 2- 2 NC C NO + - + - 0 NAC3 NAC4 AUX 130 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE END OF LINE: DEVICE 3.6K 1/4W) \'- H. UPERVISED 1 SWITCH NAC -4 NAC -3 2 NAC -2 NAC -1 r FRONT MEW NOTE: FOR ADDI11ONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP.! 0� 0 FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS 1w EOL TEM -1 0 L2 i TYPICAL AD2-P DUCT SMOKE DETECTOR = WIRING DETAIL • EARTH }. GROUND -) (-F)TO NEitT DEVICE OR }. >-(-) STOP r:LAST DEVICE FROM REMOTE POWER SUPPLY CABLE) FROM.FACP (VOICE CIRCUIT) C'V'1 CABLE) SCALE NONE (�) t-) STROBE SPEAKER �) t). (STROBE(-) (¢) (-) STROBE SPEAKER 0 SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 80' A.F.F. R -- 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 ?;TO NEXT DEVICE OR END !OF, LINE ;:TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPER6IIN9 TEMPERA +32' F (0' C) TO 100' F (30' C) HUMIDITY;0-93% RELATIVE HUMIDITY. NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POVER SOURCE DATA IN (-) > DATA IN (-F) > DEVICE IS LISTED FOR AIR VOLOCITY APPUCATIONS OF 300-4000 FT IN NEN USED IN CONJUNCTION VATH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE > ( ) DATA OUT 1 (+) DATA OUT J} CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID HARD LID CEILING -----SPEAKER SUPPORT TILE ------ BRIDGE • i 4' SQUARE DEEP BOX --- WITH 1-1/2' EXTENSION N CEILING MOUNTED SPEAKER/STROBE 4 •I CEILING MOUNTED SPEAKERISTR08E MOUNTING (DROP CEILING) SCALE=NONE JUNCTION BOX— MOUNTED ON CEILING. FLEX JUNCTII MOUNTED A CEILING SI N BOX ------ iAINST PPORT T//1190 0 / / / / / / / 0 0 1. TO NEXT DEVICE}' -----CADDY BAR SMOKE DETECTOR ---- SMOKE DETECTOR MOUNTING SCALE:NONE 4 kj SUSPENDED. • ILLUMINATED CEILING Jj 1;'i I I'I Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS m LU IY z DESCRIPTION SHOP - DRAWINGS FOR A.H.J LU I - a 00 Ul) N O z «< Co Co J � J t) W �O mow= CC cc co LL r,, V .) °T:t1 c J F- W . 0 .. V z 1-7 z 0 z Z SCALE:,1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01 /08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54513 ../ SHEET FA -02 '1 20! ( 22) MAI CONCOLWS N LNEOF F) PEDESTRIAN B' RI DOE ABOVE Z l ,f ---H —H H :I 22'-1116" 'SD• rtH � 9' 516 O 75 -- _–H .1� DATE O a in 57, 9, --H ' '';%.LES AREA, 4 ---sl 5.21CF ii ii • ;I ;j N AJ,JAI.(-NIT I NAN 21 ll,1 i'--'----' ,I -1- R H ---:I ----H D c1, :0 75 • N: I . �. <<<<< H - • —H _. ----H • 75 PI 2? .ice _ir ... --41 i4 r_ ter Cr ---- — H -H C C T IT 1-721 1 Hi— H - F.2) • ,2V r? H--!-- EOLS4 16.55V H----- • ! • RELEASE/REVISIONS :up, S.2V F) • DOWN IN SC A` -.A C R r ..0 ,2V 'I i,s FLAG NOTES: 11 REV. BY: Z DESCRIPTION SHOP DRAWINGS FOR A.H.J DATE O a in N -1- �z <<<<< 221-1 --- --__L 75 4 ---- PACE 156 f 21 FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATI❑N SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. H ED LINE INDICATES EXTENT OF ESCALATOR ABOVE 0 0 -J co LL CO rr cc 0 co w 44 - cc co co co UP TO • SECOND FLOOR cc LOCATEEMA ELEVATOR PIT NORTH DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI GROUND FLOOR FIRE ALARM PLAN SCALE 1/8'4 BACKROUND PLAN PROVIDED BY: SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 22) (23) 41. N . 75 o- S,2V 27'-98' 6_i • S,2V I EOLS3 17.61V r-� R D D D,I 5 tJl �I/ 30 .• CD— S,2V =;r ley 11 lj 1_ - - 59'.86" i 29'-11— 16' 29'-9 135 S,2V EOLS2 17.10V 135 11:" S,2V / (--/- .•I a-2S,2V n:':A. .[) AT 7 - 11P= FRAM • Y • _r 1 1 - - � I I : .. 3S,? -V —_2 2I --D;I------1 b[zi 21 J 6-0 N D 2I • - -- �`IIlii 43'-5r' 22 1 20' 7 N 21 D,I OLS lt7OOV r— t 1.75 ;17 • 1 1 J f f -,i\:-1 13— S,2V 2I 6J S 75 S,2V • • ADJACENT TENANT I %\ 3S,2V • 1 C • 75. 2S,2V 30 .� •E Ik 30 3S,2V :75, Vs 3S,2 V 15' 'MA SERVICE CORP 1F_F, ------------ SECOND LEVELALARM SCALE 118w4 -IL__IN ._t -I FLAG 28 OTES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATI❑N SUBMITTAL FOR LOCATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED. BY ELECTRICAL CONTRACTOR. (29 ) ( 30 -E T R(J,_)'%,1 WOMEN'S ILET ROOM JAH T(i • L (29.9,) :,`hI_•_ 3_.\ �E Y: jLf I 13i. f': LFIv" Ar 1 S,2V a) ACC ACC ACC ACC HANG Aef &CC ACC i. • / v 1 • ;I DnP 4. j ij • • Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 112 c75°‘ 1743 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO LIJ CZ DESCRIPTION SHOP DRAWINGS FOR A.H.J 0 0 co 03 Z 0 FE 0 un - La co co LL DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET i:—/_ I I S2V ' _ ' 'T ----' : 7 — __ - -- :-I , j D,I 2I L (29.9,) :,`hI_•_ 3_.\ �E Y: jLf I 13i. f': LFIv" Ar 1 S,2V a) ACC ACC ACC ACC HANG Aef &CC ACC i. • / v 1 • ;I DnP 4. j ij • • Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 112 c75°‘ 1743 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO LIJ CZ DESCRIPTION SHOP DRAWINGS FOR A.H.J 0 0 co 03 Z 0 FE 0 un - La co co LL DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET ... / 0 \:////1° ////\ ,;?; 11 / A ../ //' -- //// t_r;za•-•:-;•- ; ,/ _14 • • 0 \ ;11 ,; I; 1. 1. --" N OR TH GROUND FLOOR ft - 12 -142,51 Li >- 11 \ • 17; • [I A \ fa: LLJ LLJ -14101 -1-- 0 '1220 ••••:•-•••'• .;\ ! .41"7 - // / / : ; ' • r3 I : lEli -:-..-•-• . -----•-•-• ..--...-- \ 4,-;-- ,;••--; .,-,•--• 4-/-'• ., ,••••••• ..!..---- •-••:',• ...., ./.4.-- .-,'/-•-•-'.--. 13051 0 6 ry 12-10 1'13001 11325 H&M WESTFIELD SOUTHCENTER MALL FiECTP3CA:. P.M C,ALIF OF:NIA P177A KrICHEN npiLi , :CPPACTO 1.1 SCALE 1132'=1' EOLS4 S,2V 75 S,2V 30 S,2V 75 i SM ED 1=1 TSM SECOND LEVEL EOLS1 EOLS3 aEl 75 75 0 IIEll II el 30 30 30 EOLS2 S,2V 135 135 135 135 75 TSM 2 1:1( IA D 0 it D O D 0 fl D D D D D D c --1)j c:-D,I c3-1),1 (=:.-D,1 0 1=1 1=1 [=1 El SM ITSM frSM SM 75 D w,A1 FA -BOX 2S,D FACP BPS 1 -4 -FI SYSTEM CALCULATIONS H&M FRCP ADD ONS Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 1 0.0022 0.0022 0.0023 0.002 H&M SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Current Load: Standby: Device Type •Qty Amps Total Amps Total Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 13 0.0635 0.0635 0.064 0.832 HTR -R HTRI-D ICP -66 13 0.009600 0.0096 0.021 • 0.273 0.001600 0.0035 0.005 0.0731 Amps 1.105 Amps, Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SET -HMC -C@1 I5CD SET-HMC-C@135CD_ SET -HMC -C@1 85CD ZR -MC @15CD 1ZR-MC @30CD iFICP 0.064 3 0.098 0.294 17 0.175 2.975 0.233 0.318 5 0.318 1.590 0.445 6 0.064 0.384 0.098 0.0015 0.03 Amps 5.273 Amps Alarm Current Load: 1.105 Amps For 5 Minutes= 0.093 Amp -hours 25% Derating= 2.309 Amp -hours Total System Current Load: 2.309 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 5.273 Amps For 5 Minutes= 0.443 Amp -hours 25% Derating= 1.454 Amp -hours Total System Current Load: 1.454 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH ;1 Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION 11111 , , ;1 • • i 1 Notification Appliance Circuit Detail !PROJECT: WESTFIELD SOUTHCENTER MALL Panel: ; H&M :\ApfeResistance 1.62 CIRCUIT: S1 DateMay 7 2008 CURRENT TOTALH 5121 : : , • . . _ QTY Device Type !Alarm Current. Alarm Total 1 Wre Wire Length L. Voltage qE.01._ •! CircuitTotaj O 'SET -MC 15CD . 64; 01 4 • • - . ...,...t_. : ;Total Wire Resistance ( R ) : 2.92; • 98; 98! ;II -:t -; • . , ' ( WI_ 2 ) * (R/ft) .. __ • __________- 175, 875- 11 !Total Device Load, Amps (I) 1 1.17 233, 0: 1'11 , ! , -: • ' i (Total Cct Load) , 1 SET -MC (4130CD 5 ,SET -MC @75CD 0 "SET -MC tg110CD 111 • SET-1-11‘/C-C@1•15CD 318- 0! ; 445 0 0 :SET -HMC @135CD 1i 3181 0 • 0 3 • 0 ' • 0 DEVI(9ES= SET-Httit @185CD 'Z-MC@15CD • .Z-tV'C@30CD • :SET-MC-Cl/10110CD 9 . t ;Voltage Drop ( E ) 3.40! ! ! (E= I* R) ; !EOL Voltage 17.06! _ 192: ;1'1 l!' : (26.4 - E) : TOTAL 4454 . 1165; 12 'kJ. 900 1, .- : 0! tt.: : 1 . ! : , 4 !! _ -- 984 ; ' : • ; : 1 Ot ti:' 233;• : '- 0! 1.1 , , I . 17.002861 11651 i :1.-- ---C-I-R-C-U----1-1:T3-2 ---------------- ----i ------ ------1.- - --- .• ;•__ --tif-- :: _, ' ,. ;;• t; . . : . .• • . • .• • QTY Device Type • ;Alarm Current , Alarm Total 1 Wire Size4--Wre Length : Voltage at EOL ; Circuit Total " ; • • • • . 0 1SET-MC @15CD : . 64 01 te, I : . • • , ; :Total Wire Resistance ( R ) ; 2.28' _.•••••o _, _ _,SET-MCSET-MCQ75CD @3OCC. T 1 ;_ .__ si-- f 1 ' Total Device Load, Arnps (I) : - 1.45- i 0 SET -MC ©11060 ------ --. 233i 01 9811 0! ( WL • 2 ) * (Rift) 175' 1751 (Total Cct Load) 318i 0! . Voltage Drop ( E ) 330 ... ' 4 • 445 0! .411 (E= I* R) -i - :- 318. 12721 •11, ' ; . , EOL Voltage • 17.10 1 45' 0; • ; (20.4 - E) 0 ' SET-HMC-C@115CD • ; SET-I.:WIC-6@17iCD 4 SET -HC @135CD • 0 SETNIX @185CD 0 Z-110@30CD 23ET-MC-CVV@110CD Z-MC@15CD • . ; 641 0: -4 I • 98: 0; • '; • 2331 1 . ; DEVICES= 5 _ _ TOTAL mA •._.... ; 1447 12 _ 1_1 703 1447 . 17.104139161 . , , • ; • , , 1 . • : , = CIRCUIT t- _ lT: 33 - i 1 1 , ! : • .._ ....... i - ; ._,.._ •--- ; QTY I • Device Type arm Current: AJarm Total i Wre Size Wire Length ! Voltage at EOL 1 Circuit Total 1 , _ -._ 0 :SETMC @15CD ; 64 ... • 01- 5 ; 675; . I 1 : ! (tAIL*2)*(R/ft) ! !Total Wire Resistance ( R )238 . SET -MC @30CD 98' 294; : . • . --: SETMC ©75CD i 175 Total Device Load, Amps (I) 1.17; O !SET -MC ©110CD , 233i --; 0; ;•- i (TotaledioicT) O 'SETFilt/CC©115CD31801 Voltage Drop ( E ) Z7 O !SET-HM-C©177CD 1 ' L.. 1 . : , ; 445 0 0 'SETHIVC 135CD : : ,,- ; (E= I* R) '.--- t . ._. .• --_---.-_- . 6 . ' 318 0! i EOLVoltage ::1 1762 b SifFIC185CD 445! „ (204 E) o ;ZIVC@15CD640! i O Z:X©30CD 1 981 0! - DEV-_:SETMC-CW©110CD 233: 0 i1 ICES.:8 :,• • • • : - TOTAL mA=: . 1169! - 12 t I 734 .: 17.619930961 f• i 1169 • : I • - I - f -._ I17 :'•! CIRCUIT34 i 3 1., ; : • . ! : , 4, QTY 1 Device Type ' lAirn Current : AJarrn Total 1 Wre Sizii I Wre Length : Voltage at EOL : Circuit Total : ! .L circuit 106D 64; 98; 98: 1-• i 1 0 ;SET -MC @15CD 6 :SETMC ig75CD 175 1050; ti 1 •SET -NIC @110CD 0! 0 233:4 O .SET-HIVC-Ct115CD • -; 318, • Total Wire Resistance ( R ) 2.871 (WL*2)*(R/ft) Total Device Load, Amps (I (Total Cct Load) Voltage Drop ( E ) _ _ •• ••••,SET-ItM-HM 1 445: 0, 'SETH1,.F__ ©135CD 318; • - 0 1SET-HM ©185CD ; 445; 01 ; _.. • _ • (E= I* R) EOL Voltage (20.4 - E) ...,, ... . • , 0 :zZwMC:506Cf5D• ; 98! 0! 3 ; 64; 1921 O SET-MC-CW@110CD I 233, 01 4 . 3.85: • 16.55; • ----- 16.5533424) 1340 . ! TOTAL mA=! 1340: 12 i 886 • 1 • • • • DEVICES;10 • Notification Appliance Circuit Detail PROJECT: WESTFIELDSOUTHCENTER MALL Panel: H&M Date:lApril 30,2008 CIRCUIT:SPEAKER CIRCUIT QTY Device Type 26 :70.7V 1/8 , Wire Resistance 2.58. CURRENT TOTAL.46.8 Total Wire Resistance ( R ) i (WL* 2 )* (R/ft) larm Current: Alarm Total 1 Wire Size Wre Length Voltage at EOL Circuit Total 1.8! 46.81 1 • ---L(- . ! 0 . . • 0 i , 0: .k.-- . . .. __ Ai.-- , 1 1";1" - 0 ', 0: 0 i 1144 ...,.. Total Device Load, Amps (1) 1 0.05 0 . ; 0! , : ..;,: • ' 1 (Total Cct Load) • . 0! 0; O 0! - ; : 0!, ‘:*-- ! (E= IR) . . 0 ; , 0! 0. •:• VI ; ; ._ . _ _ _ . , ____ _ •i 'EOL Voltage 0 ; 0! 0: . ; ; (20.4 - E) _______ . . ' ' . • 10.32; O 0' 0: :' 0 ' 1 i 0 0! i•1!!.• ' i . . DEICES=26 ! TOTAL m _ . A=" 46.6! 14 li• 2000 19.91 241 46.8 i ----- .... _ •.. , • _..___•__ ..._ ..... _ . _ .. • . __ •11. . • : . • • . • •;: •••31' ••••• .171:• .1i :1 • 11 ;•;.; , • •,. ! • • • • II; 1' ' • cu 111 CO 0' z 0 (/) uJ _J F- LL1 (1) (r) • . u (r) CD 0' co 4:3 ‘0 C\41 LL TEL (206) 622-6545 REV. BY: NVI DESCRIPTION • • SHOP DRAWINGS FOR A.H.J ".• • • • • . • , . . I • , .• " co IL). a <1 'n • . -....., , • ' ci. 9 < <<<< CC J (ALE: 1/8"= 11 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01/08 BACKROUND PLAN PROVIDED BY RISER DIAGRAM VOLTAGE DROP CALCULATION Coe right 2006 b Guardian Securit S stems, Inc. All R' hts Reserved' 0B NUMBER:54513 SHEET FA -04 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: H & M 867 Southcenter Mall Permit No.: 08-S-188 Date: May 14, 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'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. VICINITY MAP (Suite# 867) SCALE: NTS General Notes (G) (20) 20.3 6'-91/ /-14 8'-61% 5'-91x4 -2% 10'-81.4 1'-2% 5'-4y 44 H&M Remote Area: Sales Area 1st Level CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 110 FP DENSITY .20 GPM / Ft' for 1035 FF SPRINKLER Reliable Model Varies ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 414.59 GPM @ 87.387 PSI • At time of Design 16'-0" CLG.=31.00% AREA REDUCTION MIN. RE OTE AREA IZE: 1,08351 ? Odin rsa. tGupI• Oi)8pm/ 2 or 104198 2 0'-2 4 --- -C OF SPRINKLERS N LOWER CEI411:°° 103 • .,,Awl■{,,...,.,,,.� ----- � L---- o� 03� 1o'�o 111 ® '-10...,- • 20 JQ - 13'7"AFF /2-2) (2-3) 22'-31/2 / CV '6'91,4 411 t,Vt<'1( X31 kap 1 I1 p' -91x4 .6X31 Ir IA 0.9% 6$X26 VV c -i WALL BETWEEN UPPER AND LOWER CEILINGS ----- =-=+0'__ 1. Western States Fire Protection to add new pendent heads new u r�ight 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. Branchiine and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system onl 1n the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. ZONE T9 RiSER (2ND LEVEL) 4 4 ZONE T4 RISER-� (1ST LEVEL) EAST RISER DETAIL HYDRAULIC REFERENCE ONLY Scale: NTS Zo Pi p' -9i iib` 16 x(26 VV16 TYPICAL FLEXABLE SPRINKLER CONNECTION. FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID tlMR�•11 HEAD SPRINKLER HEAD .., t . ... CEILING TiLE - --- - WATER CURTAIN ' L 0 I1 yVV 1t3X31 JQ -3!;33/4 EXISTING ZONE T4 MAIN ---- FLOATING CEILING LINE --- WALL BETWEEN UPPER AND LOWER CEILINGS ---- 2'-10.. 1 0'-91 me sad W16,;(3 0 ala V 3dISMIC SEPARATION -SEE SERVICE AREA CLOSET I (UNDER ESCOLATOR) o' i�0, Im myrys, t® t® I "61 mktI csi> 1. CALCS FOR LOSS _ _._...• 18 -0' A.F.F. FITTING ROOM -1_10'-2" A. F_F- J NO FULL -HEIGHT WALLS r FLEXHEAD ATTACHED DIRECTLY - TO BRANCHLINE IN THIS AREA W Ii \jV ` 6.<31 J.8 (;) /,3' -111x4/ 8'-61 5'-934 / 4'-1116 / 5'-01/2 4'-6 , 8'-111/2 19'-91/3 8'-6% 5'-8 / 6'-4 8'-2 14'-3 / H & M 1ST LEVEL FIRE PROTECTION 1/8"=1'-0" writAl)r 0 2 4 8 FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING BRACE PIPE 3/8• KWIK BOLT (2 114' EMBED LENGTH) F10.1000 --_ "FAST CLAMP" \\\ SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE REMOTE AREA 11.2.3.2.3.1 Where sprinklers, are used basis, the system indicated in Figure y-axis m 40 REDUCTION listed throughout area of 11.2.3.2.3.1 ir.. ..1.._ .. J.8 (;) /,3' -111x4/ 8'-61 5'-934 / 4'-1116 / 5'-01/2 4'-6 , 8'-111/2 19'-91/3 8'-6% 5'-8 / 6'-4 8'-2 14'-3 / H & M 1ST LEVEL FIRE PROTECTION 1/8"=1'-0" writAl)r 0 2 4 8 FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING BRACE PIPE 3/8• KWIK BOLT (2 114' EMBED LENGTH) F10.1000 --_ "FAST CLAMP" \\\ SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3l9' KWIK BOLT (2 1/4' EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT eka NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension Retaining Strap Rounded to Nearest Inch • Hanger No. 12S Top Beam C -Clamp with Retaining Strap (Beam) Steel I -Beam or 1 Bar Joist / • 1 / Swivel Ring Top Beam C -Clamp with Lock Nut Au Thread Rod Pipe Note on Plan: Hanger Number and 'A" Dimension HANGER DETAII, HANGER DETAIL NOT TO SCALE NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE FIG.909 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG. 1000 FAST CLAMP" d SWAY BRACE ATTACHMENT O LATERAL EARTHQUAKE BRACE Ira NON -THREADED BRACE PIPE TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP" (1} TOLCO FIG. 907 4 WAY EARTHQUAKE BRACE rya LATERAULONGITUDINAL EARTHQUAKE BRACE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE BRACE PIPE LONGITUDINAL EARTHQUAKE BRACE 4r gO NON -THREADED BRACE PIPE EARTHQUAKE BRACING NOT TO SCALE I D 0 TE Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau far conformance with current city standards. Ac(optsar,ce ,L..-ie•at to errors and omissions which de not authorize, violations of adopted stancards and r uin: rices. The rs-ponsibi,ity for the adequacy of v .<;i tt r sr tot;.11y ,,.itt; the designer. Additions, d letiovs. or i'evislcnthese drawings atter this date will void tni.3,occ+dp•tsnce and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 5---1 � -° b By: TUKWiLA FiRE DEPARTMEN' Please call: 575-440Z end give this job No. 08-S- and exact address for shut• down or restoration approval: 227sc,2 WOT Cr Weld stamps must ti inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. PA e::'.,r -i n 2008 Tukwila Fire C i 1114 et ems 11•11 ‘sr CIOD *me Col CD C3 Cite 11.1 LI) • m M r -I 00 00 If) N li4 O 00 0 N C r: WESTESF136QF Sprinkler Legend SYM., SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL REMOTE AREA 11.2.3.2.3.1 Where sprinklers, are used basis, the system indicated in Figure y-axis m 40 REDUCTION listed throughout area of 11.2.3.2.3.1 quick-r:sponse operaticn O PER a system shall when all I NFPA 13 SECTION 11.2.3.2.3.1 sprinklers, including extended coverage quick -response or portion of a system having the same hydraulic design be permitted to be reduced without revising the density as of the following conditions are satisfied: 1 -Wet pipe system 2 -Light hazard or ordinary hazard occupancy 3 -20 -ft (6.1-m) maximum ceiling height 4 -There are no unprotected ceiling Q Si u LO <- pockets as allowed by 8.6.7 and 8.8.7 exceeding 32 ft2 $3O S 0 20 O{ 3 'a Clz a D Pendent a-1tl a m (° x axis 10 20 30 Ceding haigttt 00 Note: y= 45+ 63 For ceiling halg t a Io ft and .r..0 h. y a -4 * 65 Fat coiling height e tO ft y.. i.1 •_ .. _ Far coling height > 20, y** 0 For SI units, I 840.31 m. M FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3l9' KWIK BOLT (2 1/4' EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT eka NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension Retaining Strap Rounded to Nearest Inch • Hanger No. 12S Top Beam C -Clamp with Retaining Strap (Beam) Steel I -Beam or 1 Bar Joist / • 1 / Swivel Ring Top Beam C -Clamp with Lock Nut Au Thread Rod Pipe Note on Plan: Hanger Number and 'A" Dimension HANGER DETAII, HANGER DETAIL NOT TO SCALE NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE FIG.909 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG. 1000 FAST CLAMP" d SWAY BRACE ATTACHMENT O LATERAL EARTHQUAKE BRACE Ira NON -THREADED BRACE PIPE TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP" (1} TOLCO FIG. 907 4 WAY EARTHQUAKE BRACE rya LATERAULONGITUDINAL EARTHQUAKE BRACE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE BRACE PIPE LONGITUDINAL EARTHQUAKE BRACE 4r gO NON -THREADED BRACE PIPE EARTHQUAKE BRACING NOT TO SCALE I D 0 TE Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau far conformance with current city standards. Ac(optsar,ce ,L..-ie•at to errors and omissions which de not authorize, violations of adopted stancards and r uin: rices. The rs-ponsibi,ity for the adequacy of v .<;i tt r sr tot;.11y ,,.itt; the designer. Additions, d letiovs. or i'evislcnthese drawings atter this date will void tni.3,occ+dp•tsnce and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 5---1 � -° b By: TUKWiLA FiRE DEPARTMEN' Please call: 575-440Z end give this job No. 08-S- and exact address for shut• down or restoration approval: 227sc,2 WOT Cr Weld stamps must ti inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. PA e::'.,r -i n 2008 Tukwila Fire C i 1114 et ems 11•11 ‘sr CIOD *me Col CD C3 Cite 11.1 LI) • m M r -I 00 00 If) N li4 O 00 0 N C r: WESTESF136QF Sprinkler Legend SYM., SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL Rel F1 FR SSU Rel G4A Concealor LJ. 1.0 r u LO <- Chrome White Clz a D Pendent m (° (^7 M n 1l To 1- In 5IY 1() V (v) co co Z 0 Zi3 ix°aaaaCC DESCRIPTION City of Tukwila Review DATE 05/12/08 DRAWN BY: Martin Sokulski DATE: 05/12/08 PLOT DATE: 05/12/08-14:02:03 .15 CO CO CO CO CO as- • 111111•11.1 F— 1ST LEVEL FIRE PROTECTION CONTRACT NUMBER DRAWING FILE NAME SFP Sprinkler System Level toad' Nor th SHEET FP -1 ENLARGED REFLECTED CEILING PLAN AT STOREFRONT - SECOND LEVEL (A) SCALE : 'AV* = 1 T. t\1EW S •S Et.ITIRy SOFFIT (E> G ,1iJr l3, CE 1-1 NCS. 7, Q EXISTING R.T. S. I(51) fI- cX DROP To (e) c .o c. PEN l) . 21 NEW T/Go RF --a. `72 WkT-C_ONICEAL ED STD, REST ONSE 55° 5UPPL4 DROP PRO tA �4 3NJ5 b LEGEND v ® EXIST. COi,ICEALED PENDENT SPRINKLER NEW. TYco RF-LE_VAT, ciDkCEALGD PayDEI4T 5.6 STbr REsPc N5E tqco Fire Suppression & Building Products Tethered Senior: Tel: (800) 387-5372 / Fac (850)7514600 Smell: awhueretyoofpoon Ser/es, RFlI — 556 K -factor "Royal Flush II" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General Description ThelyceSwlsa RFD Oukk Response )3 -mm bulb) and Standard Reposes (F5 -mm bum). 5.6 K-Faotw, Rpopyyadl eh 0• Conceded Peat Spdn- idem an dio 8v• sprt0a.re featur- ing a flat corer plate designed to MAW and Ills sprinkler. These .54,04 rs are optimal for wohilectundy senellhe w eta soca ea hotel lobbies, office txdld- Inge, ohur0 91, and restaurants. Each sprinkler Includes a Cover Plate/ Retainer Assembly Support Cup Assembly. The The uSprinkler/ . - bre, two-pleos assembly design pro- vides the fo5owing benefits: • Allows Installation d the Sprinklers and pressure testing of the the pro - maim waren prior to Incidedm of a milling or Noplioe• ton off a8N ria suspended coating to a fixed txmq. • Permits the removal of osspended refiin8 Pared for access to building sang= agdpmers without having to fined shut down the fire protection ,*alarm and remove sprinklers. • Provides for 1/2 Inch (12.7 mm) N vertical adjustment to diow a mea- sure of flexibility In determining the MIRed piping to cut for the drops. IMPORTANT Arwaw refer to Techni05 Den Sherd TFP700 for are 'INSTALLER WARNING" Mat provides cautions with respect to haMlIng end Instal- lation of sprinkler systems end onto polanda. improper handling and In. staltetton can permenenby clamor 'sprinkler system or Its components and rouse the sprinkler to hell to operate in a fire situation or tee to operatepremaNrey. Page 1 et 6 The Series RFI8 Sprinklers um Napped whm a D5pceable Protective Cap. The Protective Cap is tempore,Sy removed during Installation and replaced to help proud 07 15the a hnideTrhduring „crania: tecthre09ap can iahola center of the egging hole into board or ting leu by gaily push- ing the c08,g product againstru When et the Pro- tective to tive Cep. enaemp installation Is complete, the Protective Cap le m- eowed and the Cover Plate/Retake, Assent** Metaled. As en option, the BerkeRo(IyNStandard ConcealedPendentrnm tSSprinklers can be fated with a silicone Air end Dunt Sed. (Rehr to F1gum 6.) The At and Dust Seal le funded kr sensitive mem when k Is desirable to prevent at and dust from 8e area above the ceiling to peas though the cover plate. The Sties RRI Concealed Pendent Sprinklers described herein must be Installed and maintained In com5/,ance with MIS document and wait the epp/l- eebie standards of the Nations! I9re Protection Association. k, addfaon to Me standards of any authorities having M4dkrbn. Failure to do so may impair the performance of trona device. The owner Is responsible ler maintain- ing (Ask 6nproection system and de- vices In proper operedng condition. The Instating contractor or sprinkler manufacturer should be contacted with nYQuestions, OCTOBER 2009 Sprinkler Identification Number (SIN) TY3531 — 9 mm bulb TY3501 — 5 mm bulb TFP161 Page 2 016 Technical Data B9AnIder Approvals thDecApprovals apply tyry on its ndted in the sig Cri- teria emotion. • TY3531 (3 -mm Bulb) Is UL Listed, C -UL Lleted. (PCB Approved (FIM No. 084x/10), VdS APpmved (Can Vitale No. 0 4000007), and NYC Approved (MEA 353.01-E) se Oubk Rowena • TY3531 (3rmn Bulb) Is FM Ap- proved as Standard Response. Factory Mutual does not approve and concealed spr1Ndere for Wick response. • TY3551 (6-rnm Bulb) le UL Listed, ACp-UUL Limned, FM Approved. LPCB NYC Appcf n (MEA 353-01):E) u Mended Response. Apeod aCb-UoLAhlsadndf1:4'" 8md me rt Steeled Re5Poea Concealed Sprfnkfar(IY3561). MattraanWarkI Pressure Maximum 250 pal (17,9 bar)) by UL C -UL, and NYC Maximum 175 pal (12,1 bar) by FM, Vats, and I.PCB • atktB 1658 sprRktwith 7 15/ 138•F/69•C Plate 2001F/83'C spdnider with 165•F/74•C Plate Dlecherge Coefficient K. 5.5 GPM/peal+ (80,0 LPM/bervi) nt 112 etch (12,7 mm) Finishes See the Ordering Procedure mogul". Physical Charm -tanagers Frame Bronze suWppport Cup... Chrome Plated Steel Gutds Phu Station Steel 080507or Bronze Compression Screw Bross Bulb Gloss Cap Bronze or Ccpper Sealing Assembly Beryllium Nickel w/ Mont Cover Plate Brass Retainer ss Election Spring Stainless Steel r puPom R.o.hw.d Tr.enn.n FIGURE f MODEL RRI CONCEALED SPRINKLER ASSEMBLY Design Criteria The Tyco* Series RR! Concealed Pen- dent Spdrddsyoaeteare keened for fire protectiac- cordance with acme stand rd ed 4e d ration rule recognized by the appli- cable Ueting or Approval agency; for example, UL m tlmm ng Is based on NFPA ex (3.4001. Approval ls based on the CEAFor more Information on LPC8 and Vats Approved. contact Tyco Fin Sup - Mahon & Building Products at the following office: Enschede, Netherlands Telephone: 31-53.428.4444 Fax 31.53-428.3377 The Series RFlI Concealed Pendent SprhWare are only Hated and approved atm the Sena R911 Concealed Cover Rates having a factory applied finish. MEDI Its not use the Series RR/ M applica- tions where the dr pressure above the ceiling BarnetxMen t e!WNow.. Down drafts through the Spreader/Support Cup Assembly can delay sprinkler op- eration M a fire a/Nation. LANDLORD: WESTFIELD, LLC 2800 SOUTHCENTER SEATTLE, WA 98188 TEL: (206) 802-6070 CONTACT: J. SCOTT PRIESTER EMAIL: spriester©us.westfield.com TENANT: H&M, HENNES & MAURITZ, LP 8570 WEST SUNSET BOULEVARD, SUITE 6.2 WEST HOLLYWOOD, CA 90069 TEL: (201) 936-8639 FAX: (310) 657-4153 CONTACT: ENZO CAMINOTTI EMAIL: enzo.caminotti@hm.com ARCHITECT: DH ARCHITECT 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL: (510) 865-8663 FAX: (510) 865-1611 CONTACT: AJ TAJIMA / JOANNA WONG EMAIL: aj@mbharch.com / joanna mbharch.com ELECTRICAL THORSON BABER & ASSOCIATES, INC. ENGINEER: 3030 WEST STREETSBORO ROAD RICHFIELD, OHIO 44286 TEL: (330) 659-7799 FAX: (330) 659-6675 CONTACT: BRYAN MELVIN EMAIL: bmelvin thorsonbaker.com BUILDING CITY OF TUKWILA, DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT: 6300 SOUTHCENTER BOULEVARD, #100 TUKWILA, WASHINGTON 98188 TEL: (206) 431-3678 FAX: (206) 431-3665 CONTACT: DAVE LARSON EMAIL: DLARSONckCI.TUKWILA.WA.US FIRE TUKWILA FIRE DEPARTMENT HEADQUARTERS, STATION 51 DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TEL: (206) 575-4407 FAX: (206) 575-4439 CONTACT: AL METZLER EMAIL: AMETZLEROCI.TUKWILA.WA.US AC 7.1 Without Comments o As Noted in Red D Per The Attached Letter These plans have been reviewed by Tne Tukwila Fire Prevention Bureau for cc:orrnance with current City standards. Accep` ric is subject to errors and Omissions which do rot uthorize violations of adopted andards and ^;rdFl;.s,. Tial resQ:1-lsibilicy for the iequacy of design rests totdiiy with the designer. •editions, deletions or revisions to these (irawings after Is date will vo.td ti•r accept eek Id viii require a ':,ubmittai of revised drawings for subsequent approval. Mal acceptance is s! )b;e :t to field test and inspection by Tukwila Fir Prevention Bureau. I I 11Ntepp: w27-/ ( By 3Y TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 1/ - and exact address for shut - :/own or restoration approl,;3l. MAPRJES'�.. t S4th :fit 5 152nd PI 0 S 154th 5t S 153rd St• 53rd Ave S Pr q Tukwila •, Park Brander S 166th Ln - yr (a t8 © 2008 MapQuest Inc VICINITY MAP Treck Dr Map Dati t / 2008 NAVTEQ or TeleAtlas H&M 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 829,-5' SETBACK/PROPERTY UNE 53,3'-5" CO CO • I • :- i SETBACK/PROPERTY LINE 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 (E) WHEELCHAIR ACCESSIBLE PARKING — N.I.C. SITE PLAN NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR H & M Retail 867 Southcenter Mall. Tukwila, WA pa,D SEP 27 2 TUKWILA of ,s, , DATE:9I2k1tt DRAWN: JPi SCALE: AS SHOWN )11 FIRE 867 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-176 11-S-215 08-S-188 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** tt AA,^�,, '' King Co. Assessor's Tax Na: Site Address: o�J ' OuTt-ie., I" I -L- Suite Number: k 7 Floor: .2 - Tenant Name: t -t 4 M evoL New Tenant? D - Yes IN = No Property Owner's Name: VSesTFIELf> L.L.C. Mailing Address: 2800 Soc ►T . CONTEk- 11A11-1411-41 q sig City State Zip CONTACT PERSON -if there are questions about the submittal. \ Name: EFF 1 A L CNS) Day Telephone: (2O(oJ l 72- /50 2 - Company Company Name: NOR'TFIWES f RE SYSTT`MS Mailing Address: 3315 S S. 1110 T—' ST. Glx V ---V.1) LA W �$ I l� City State Zip E-mail Address: 314cc-hei @ In V( i resystevs . (0M Fax Number: (2O( ) 71 2- - 750 �1 Valuation of Project (contractor's bid price): $ 1 LiS. Ob Scope of Work (please provide detailed information): AO0 "J New c.DN cE LE) PEN OGN T SPR1 - 1 N N Ew LEVEL 2 EN -ray so FFAT. 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 dee 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 s ch 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: e 2 P. 1i;-LaFE Plan Permit App.doc Date: 91261 f Day Telephone: (2o0 "n2- 7S OZ 5/14/10 TFD FP Form 8 r zci fl €flGIfl€€R1fl6 /Code Consulting 7 May 2008 Martin Sokulski Westem States Fire Protection 7102 - 180th Ave NE, Suite A-105 Redmond, WA 98052 RE: Westfield Mall — H&M (Suites #867and #2837) Independent Third Party Review — Fire Sprinkler System Dear Martin: Tuazon Engineering, PLLC 4322 NE 7 Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax rwm.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. The sprinkler system shown is part of Zones T4 and T9 fed from the East Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheets FP1 and FP2 dated 5/6/08 • Hydraulic Calculations dated 5/6/08 The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. A water curtain is referenced on the plans near an escalator opening with notation that it will be piped by future tenant space system. Coordinate with City of Tukwila to determine if the water curtain is required and its design requirements. 2. The remote area reduction detail on sheet FP -1 includes a note referencing "UFC Design Area." Delete the note as it is not applicable to this project. 3. Include a note on sheet FP -2 below the hydraulic placard information that justifies the reduction of remote area to 900 SF. 4. Include a second remote area calculation for the east most portion of sheet FP -2 (between gridlines 27-30). This area appears to be more hydraulically remote than the calculated area submitted. 5. Provide Washington State fire sprinkler certificate of competency stamp on the drawing and calculations. 6. Include applicable product data with the permit submittal to the City of Tukwila. A resubmittal to Tuazon Engineering is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or eric@tuazon.com with any questions regarding this review. Westfield Mall — H&M (# 867 & #2837) Third Party Review — Fire Sprinkler Systems 7 May 2008 Page 2 Respectfully, TUAZON ENGINEERING, PLLC 5,2.P Eric P. Tuazon, PE Fire Protection Engineer i Western States Fire Protection Co. 7102 180th Ave NE Suite A-105 Redmond, WA 98052 (425) 881-0100 (425) 881-3030 FAX Fire Protection Systems Design •Fabrication •Installation Commercial *Industrial *Residential *Institutional Special Hazards *High Tech •Defense •Hangars Retrofit *Service •Inspection *Maintenance May 12, 2008 Alan Metzler Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 RE: H & M --Westfield Southcenter Mall Response to Tauzon Engineering Fire Sprinkler Review Letter 1. At this point full height walls are on the East and West side of the escalator so there is only a small opening on the north/northwest side. We spaced heads at 6'-0" on center in that area to accommodate possible future calculation requirements. 2. Note has been deleted. 3. The remote area is actually 1500ft2, this was a clerical error. 4. We feel a second remote area is not needed in this area because we would be able to use the area reduction method to its fullest creating a 40% reduction. Thus making this a much less demanding area even though more remote. 5. Included. 6. Included. Adam Kantner Project Manager Western States Fire Protection, Inc. Dallas, TX •Austin, TX •Houston, TX *Albuquerque, NM •Decatur, IL *Denver, CO *Duluth, MN •Kansas City, KS Las Vegas, NV •Minneapolis, MN *Phoenix, AZ •Portland, OR •Rapid City, SD *Salt Lake City, UT *Seattle, WA •St. Louis, MO I 1 1 Hydraulic, Semina Job Number: KC0016 Report Description: H&M 1st Level Sales JAb' .. . . Job Number KC0016 Design Engineer Martin Sokulski Job Name H & M S.. Ced'(wtbnlicense Number VVESTESF136QF Address 1 867 & 2837 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall Cay Stat. Tukwila WA Zb cod. 98188 brewing Name WSFP Sprinkler System Level 1.cad System <<• . Remote Areas} Most Demanding Sprinkler Data 5.6 K -Factor 19.20 at 11.755 Occupancy Ordinary Group 11 Hose Mowance At Source 250.00 Denstty 0.200gpm/ft2 Area or Application 1041.38ft2 (Actual 1041.38ft2) AddMonal Hose Supplies Node Flow(gpml Number Of Sprinklers Calcubbd 17 Coverage Per Sprinkler 108.00ft2 Tobi Hose Streams 250.00 ' II �� ��, al System Flow Demand 414.59 Tobal Water Required (including Hose Albwand) 664.59 jr ( ) !' ' Maximum Pressure Unbalance In Loops I' `V�C�4 `.`' 0.000 Y Maximum Velocity Above Ground 34.38 between nodes 137 and 72 N. Maximum Veboly Under Ground 1.57 between nodes 1 and 3 I)� Volume capacity of We Pips 1499.92ga1 Volum cspeclty of Dry Pips 6.47ga1 Node Hose Flow (qpm) Static (psi) Residual @ Flow (psi) (qpm) Available @ Total Demand (psi) (qpm) Required (psi) Safety Margin (psi) 1 I 250.00 140.000 20.000 1 10900.00 139.321 I 664.59 94.621 44.700 . Contractor .. Contractor Number KC0016 Comae Name Martin Sokulski Contact Tale PM Contractor Name Western States Fire Protection Phone 425-881-0100 Estaneinn Address 1 7102 180th Avenue N.E. FAX 425-881-3030 Address 2 Suite A-105 Emaa martin.sokulsk@wsfp.us Cay Redmond State WA Zip Code 98034 Nob -Sita ,, O M.E.P.CAD, Inc. AutoS P R I N K®VR 5 v5.2.6 05/06/2008 10:39:24AM Page 1 SuminaryOfutfl�*1nDevices ' nti7 Job Number: KC0016 Report Description: H&M 1st Level Sales Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 103 16.43 14.82 5.6 8.612 Sprinkler 106 17.67 14.82 5.6 9.953 Sprinkler 109 23.15 14.82 5.6 17.086 Sprinkler 111 25.71 14.82 5.6 21.080 c Sprinkler 101 19.20 19.20 5.6 11.755 Sprinkler 102 19.66 19.20 5.6 12.329 Sprinkler 110 26.00 16.00 5.6 21.563 Sprinkler 104 20.63 19.20 5.6 13.576 Sprinkler 105 21.13 19.20 5.6 14.232 Sprinkler 112 27.05 16.00 5.6 23.333 Sprinkler 107 23.62 19.20 5.6 17.792 Sprinkler 108 24.17 19.20 5.6 18.636 Sprinkler 115 28.81 16.00 5.6 26.467 Sprinkler 113 27.62 14.82 5.6 24.328 Sprinkler 114 28.00 14.82 5.6 25.005 Sprinkler 117 31.00 14.82 5.6 30.644 Sprinkler 116 34.72 21.60 5.6 38.451 ic:› Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:40:13AM Page 2 111 ReDort Descriptio Job Number: KC0016 Node Elevation(Foot) 1 Fittings Pressure(psi) 1 Discharge(gpm) . . 10 14-6 T(5'-0) 13.204 11 14-6 PO(6-0) 13.905 15 14-6 PO(5-0) 22.348 17 14-6 P0(5-0) 22.379 19 14-6 T(5'-0) 13.189 20 14-6 P0(6.-0) 14.066 35 14-6 P0(5-0) 22.885 42 14-6 T(5-0) 15.189 43 14-6 P0(6-0) 16.191 50 14-6 P0(6-0) 24.742 56 14-6 T(5-0) 19.813 57 14-6 PO(6-0) 21.100 61 14.-6 P0(5.-0) 28.028 71 14-6 T(5-0) 26.495 72 14-6 PO(6-0) 29.054 79 14-6 PO(5-0) 34.011 90 14-6 P0(6-0) 40.582 133 14-6 2P0(8'-0) 68.072 137 14-6 mecT(8'-0) 66.443 3 3'-10% BFP(-4.500) 91.130 380 1'-11 3BOR, PO(5'-0), P0(26'-4) 87.387 408 2-83/4 87.064 103 13.-71/4 Spr(-8.612) 8.612 16.43 106 13-79'. Spr(-9.953) 9.953 17.67 109 13'-79'.. Spr(-17.086) 17.086 23.15 111 14-10% Spr(-21.080) 21.080 25.71 101 14'-10% Spr(-11.755) 11.755 19.20 102 14'-10% Spr(-12.329) 12.329 19.66 110 14-10% Spr(-21.563) 21.563 26.00 104 14-109'.. Spr(-13.576) 13.576 20.63 105 14-10% Spr(-14.232) 14.232 21.13 112 14-103/4 Spr(-23.333) 23.333 27.05 107 14.-103/4 Spr(-17.792) 17.792 23.62 108 14-109'.. Spr(-18.636) 18.636 24.17 115 14-10% Spr(-26.467) 26.467 28.81 113 14'-103/4 Spr(-24.328) 24.328 27.62 114 14-10% Spr(-25.005) 25.005 28.00 117 14-103/4 Spr(-30.644) 30.644 31.00 116 14-10% Spr(-38.451) 38.451 34.72 1 -4'-0 S 94.621 414.59 M.E.P.CAD, Inc. AutoSPRINKCED VR5 v5.2.6 05/06/2008 10:40:26AM Page 3 Hydraulic Analys Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length w Route 1 SP 1.0490 0=19.20 7.13 C=120 0.120665 8'1 Pf 1.256 101 14'-10% q=19.20 K=5.6 11.755 Spr(-11.755) 2'-0 Pe 0.178 19 14'-6 13.189 E(2'-0) 10'-5 Pv AO 1.3800 0=38.86 8.34 C=120 0.116972 1'- Pt 0.877 19 14'-6 13.189 6'- Pe 20 14'-6 14.066 PO(6'-0) 7'- Pv BL 1.6100 0=72.96 11.50 C=120 0.177076 12'-0 Pf 2.125 20 14'-6 14.066 Pe 1 43 14'-6 16.191 12'-d Pv BL 1.6100 0=114.72 18.08 C=120 0.409043 12'-d Pf 4.909 43 14'-6 16.191 Pe 57 14'-6 21.100 12'- Pv BL 1.6100 0=162.52 25.61 C=120 0.779089 10'-2V Pf 7.955 57 14'-6 21.100 Pe 72 14'-6 29.054 10'-21/ Pv BL 1.6100 0=218.14 34.38 C=120 1.343030 19'-10 Pf 37.388 72 14'-6 29.054 8'-0 Pe 137 14'-6 66.443 mecT(8'-0) 27'-10 Pv CM 4.2600 0=218.14 4.91 C=120 0.011752 68'-1 Pf 1.629 137 14'-6 66.443 70'-7 Pe 133 14'-6 68.072 2P0(26'4), 2fE(8'-111%) 138'-7% Pv CM 4.2600 0=414.59 9.33 C=120 0.038550 253'-211 Pf 13.863 133 14'-6 68.072 106'-4Y Pe 5.452 380 1'-11 87.387 T(26'-4), E(13'-2), fE(8'-111%), 359'-71/ Pv CV(28'-111%), GV(2'-7%), BOR, PO(26'-4) FM 8.3290 0=414.59 2.44 C=120 0.001472 5'-4 Pf 0.031 380 1'-11 87.387 16'-0 Pe -0.354 408 2'-8% 87.064 fE(16'-0) 21'-4% Pv FM 10.4200 0=414.59 1.56 C=120 0.000495 25'-10YPf 4.554 408 2'-8'/. 87.064 83'- Pe -0.488 3 3'-10%. 91.130 4LtE(16'-0), BV(19'-0), BFP(-4.500 108'-1011% Pv UG 10.4000 0=414.59 1.57 C=140 0.000375 112'-101/. Pf 0.084 3 3'-10% 91.130 111'-71/. Pe 3.407 1 -4'-0 94.621 E(35'-1), 3LtE(25'-6), S 224'-51% Pv Gil Route 2 SP 1.0490 0=19.66 7.30 C=120 0.126104 0'- Pf 0.682 102 14'-10% q=19.66 K=5.6 12.329 Spr(-12.329) 5'- Pe 0.178 19 14'-6 13.189 T(5'-0) 5'- Pv GI Route 3 DN 1.0490 0=16.43 6.10 C=120 0.090487 48'-0 Pf 4.977 103 13'-71/. q=16.43 K=5.6 8.612 Spr(-8.612) 7-0 Pe -0.385 10 14'-6 13.204 E(2'-0), T(5'-0) 55'-0 Pv AO 1.3800 0=34.10 7.31 C=120 0.091845 1'-7'/. Pf 0.702 10 14'-6 13.204 6'-0 Pe 11 14'-6 13.905 PO(6'-0) 7'-7% Pv BL 1.6100 0=34.10 5.37 C=120 0.043354 3'-81% Pf 0.161 11 14'-6 13.905 Pe 20 14'-6 14.066 3'-81% Pv ae Route 4 SP 1.0490 0=20.63 7.66 C=120 0.137861 8'- Pf 1.435 104 14'-10% q=20.63 K=5.6 13.576 Spr(-13.576) 2'- Pe 0.178 42 14'-6 15.189 E(2'-0) 10'- Pv AO 1.3800 0=41.76 8.96 C=120 0.133612 1.- Pf Pf 1.002 42 14'-6 15.189 6'- Pe 43 14'-6 16.191 P0(6.-0) 7'- Pv v Route 5 SP 1.0490 0=21.13 7.84 C=120 0.144012 0'-5 Pf 0.779 105 14'-10% q=21.13 K=5.6 14.232 Spr(-14.232) 5'-dI Pe 0.178 42 14'-6 15.189 T(5'-0) 5'-9 Pv Gil Route 6 DN 1.0490 0=17.67 6.56 C=120 0.103451 1 33'-1Y Pf 3.635 106 13'-7% q=17.67 K=5.6 9.953 Spr(-9.953) 2'-0 Pe -0.385 10 14'-6 13.204 E(2'-0) 35'-1% Pv o Route 7 SP 1.0490 0=23.62 8.77 C=120 0.177048 8'1 Pf 1.843 107 14'-10% q=23.62 K=5.6 17.792 Spr(-17.792) 2'-q Pe 0.178 56 14'-6 19.813 E(2'-0) 10'1 Pv AO 1.3800 0=47.80 10.25 C=120 0.171521 1 1'-6 Pf 1.286 56 14'-6 19.813 6'-d Pe 57 14'-6 21.100 PO(6'-0) 7'-6 Pv GI Route 8 �jy O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 4 @99 Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length SP 1.0490 0=24.17 8.97 C=120 0.184796 0'-5 Pf 1.000 Pe 0.178 Pv 108 14'-10Y q=24.17 K=5.6 56 14'-6 18.636 19.813 Spr(-18.636) T(5'-0) 5'-0 5'-5 GI Route 9 DN 1.0490 Q=23.15 8.59 C=120 0.170540 26'-1 % Pf 5.646 Pe -0.385 Pv 109 13'-7'/a q=23.15 K=5.6 15 14'-6 17.086 22.348 Spr(-17.086) E(2'-0), PO(5'-0) 7'- 33'-1'/� BL 1.6100 Q=23.15 3.65 C=120 0.021172 1'-5'/Y Pf 0.031 Pe Pv 15 14'-6 17 14'-6 22.348 22.379 1'-5Y! BL 1.6100 0=48.86 7.70 C=120 0.084327 6'-0 Pf 0.506 Pe Pv 17 14'-6 35 14'-6 22.379 22.885 6'-0 BL 1.6100 0=74.86 11.80 C=120 0.185700 10'-0 Pf 1.857 Pe Pv 35 14'-6 50 14'-6 22.885 24.742 10'-0 BL 1.6100 0=101.91 16.06 C=120 0.328582 10'-0 10,-0 Pf 3.286 Pe Pv 50 14'-6 61 14'-6 24.742 28.028 BL 1.6100 0=130.72 20.60 C=120 0.520795 11'-5% 11'-5% Pf 5.983 Pe Pv 61 14'-6 79 14'-6 28.028 34.011 BL 1.6100 0=161.72 25.49 C=120 0.772045 8'-6% 8'-6Y% Pf 6.572 Pe Pv 79 14'-6 90 14'-6 34.011 40.582 BL 1.6100 0=196.45 30.96 C=120 1.106424 12'-10Y 12'-0 24'-10Y Pf 27.490 Pe 0.000 Pv 90 14'-6 133 14'-6 40.582 68.072 2LtE(2'-0J, Z, PO(8'-0) o Route 10 SP 10490 0=26.00 9.65 C=120 0.211495 0'-5 5'-0 5'-5 Pf 1.144 Pe 0.178 Pv 110 14'-10V q=26.00 K=5.6 35 14'-6 21.563 22.885 Spr(-21.563) PO(V-0) Qs, Route 11 SP 10490 0=25.71 9.54 C=120 0.207116 0'-5 5'-0 5'-5 Pf 1.121 Pe 0.178 Pv 111 14'-10% q=25.71 K=5.6 17 14'-6 21.080 22.379 Spr(-21.080) P0(5'-0) w Route 12 SP 10490 0=27.05 10.04 C=120 0.227509 0'-5 5'-0 5'-5 Pf 1.231 Pe 0.178 Pv 112 14'-10% q=27.05 K=5.6 50 14'-6 23.333 24.742 Spr(-23.333) PO(5'-0) Jib Route 13 SP 10490 0=27.62 10.25 C=120 0.236473 6'-V 2'-0 8'-5 Pf 1.989 Pe 0.178 Pv 113 14'-10Y q=27.62 K=5.6 71 14'-6 24.328 26.495 Spr(-24.328) E(2'-0) AO 1.3800 0=55.62 11.93 C=120 0.227081 5'-3% 6'-0 11'-3% Pf 2.559 Pe Pv 71 14'-6 72 14'-6 26.495 29.054 P0(6.-0) GI Route 14 SP 10490 0=28.00 10.40 C=120 0.242549 0'4 Pf 1.312 5'-ql Pe 0.178 5'4 Pv 114 14'-10Y q=28.00 K=5.6 71 14'-6 25.005 26.495 Spr(-25.005) T(5'-0) GO Route 15 SP 10490 0=28.81 10.69 C=120 0.255636 0'-5 5'-0 5'-5 Pf 1.383 Pe 0.178 Pv 115 14'-10Y q=28.81 K=5.6 61 14'-6 26.467 28.028 Spr(-26.467) PO(V-0) JO Route 16 SP 10490 0=34.72 12.89 C=120 0.361127 0'-5 5'-0 5'-5 Pf 1.954 Pe 0.178 Pv 116 14'-10% q=34.72 K=5.6 90 14'-6 38.451 40.582 Spr(-38.451) P0(5'-0) Route 17 SP 10490 0=31.00 11.51 C=120 0.292751 3'-10Y 7'- 10'-10Y Pf 3.188 Pe 0.178 Pv 117 14'-10% q=31.00 K=5.6 79 14'-6 30.644 34.011 Spr(-30.644) E[2'-0), PO(5'-0) Equivalent Pipe Lengths of Valves and Fittings (0=120 only)' ' ` C Value Multiplier • ,87 Actual Inside Diameter 4 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 5 6Y9 Hydraulic Analysis Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend ' . Units Legend t fittings 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 AngV b BaIV BFP BV C cplg Cr CV De1V DPV E EE Eel Ee2 f 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 Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device 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 Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap �jj, © M.E.P.CAD, Inc. nAutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 6 11a Job Number: KC0016 Report Description: H&M 1st Level Sales Supply at Node 1 150 :Static Pressure 140.000 135 120 105 V 664.59 74 4.59 with hose @ 94.621 streams 90 J75 60 wC System demand curve 30 10900.00 @ 20.000, 15 IIIIIIiii IIIIIl11i 111/11111 111 1 1 1 1 1 1 1 1 1 1 1) 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ) i 0-L)mumiun)nii 91002200 3300 4400 5500 6600 7700 Water flow, gpm 8800 9900 11000 Hydraulic Graph Supply at Node 1 slebc Pressure 140.000 Residual Pressure 10900.00 @ 20.000 available PressureTnw el Test 139.321 @ 664.59 System Denw,d 414.59 @ 94.621 System Demand (Including Hose Mamma) 664.59 @ 94.621 gj, © M.E.P.CAD, Inc. AutoSPRINK© VR5 v5.2.6 05/06/2008 10:40:47AM Page 7 Hydraal d:Graph; Job Number: KC0016 Report Description: H&M 1st Level Sales BOR 150 135 Static Pressure 140.000 120 105 - J664.59 —4 4.59 with hose @ 87.387 streams J75j 60 45 System demand 30 curve 15 10900.00 @ 20.000, 0-W11111 4 11 1 111111111 111111111 1111111 l 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i)) I 1 1 i__1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 91002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph BOR Sta&c Pressure N/A Residual Pr.s.u,. N/A Amiable Press eel,. of Tel 132.087 @ 0.00 System Gamna 414.59 @ 87.387 System Daman (lmludIng Has. Allowance) N/A @ 87.387 r, O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:47AM Page 8 Job Number: KC0016 Report Description: H&M 1st Level Sales m M.E.P.CAD, Inc. 9 AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:58AM Page 9 Hydraulic Summary Job Number: KC0016 Report Description: H&M 2nd Level Sales Job` ' a:k.. Job Number KC0016 Design Engineer Martin Sokulski Job Nana H & M State CertificatonLicenss Number WESTESF136QF Address 1 867 & 2837 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City Tukwila State WA Zip Cods 98188 Drawing Name WSFP Sprinkler System Level 2.cad System . Remote Atee(s) Most Denandirg SprinMer Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 1502.58ft2) Additional Hose Supplies Node Flow(opm) Number 01 Sprinklers Calculated 15 Coverage Per Sprinkler 130.00ft2 0 40 �,, Total Hose Streams 250.00 t ( I. 111 System Flow Demand Total Water Required (Including Hose Allowance) k �' 413.48 663.48 �'' �' al A Maximum Pressure Unbalance In Loops `iarielkI4!� 0.000 Maximum Velocity Above Ground 22.21 between nodes 264 and 169 SO �~ Maximum Velocity Under Ground 1.56 between nodes 1 and 3 _ -�4 °'' Volume capacrty of Wet Pipes 1930.56ga1 Volume capacity of Dry Pipes 10.09gal Supp es a\ Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 140.000 20.000 1 10900.00 139.323 1 663.48 91.894 47.430 Contractor : Contractor Number KC0016 Contact Name Justin Reynolds Contact Tale PM Contractor Name Western States Fire Protection Phone 425-881-0100 Extension Address 1 7102 180th Avenue N.E. FAX 425-463-5124 Address 2 Suite A-105 E-mail justin.reynolds@wsfp.us City Redmond State WA Zip Code 98034 WebSne © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/12/2008 1:23:52PM Page 1 Suminary,Of °allowing Devices 1 119 Job Number: KC0016 Report Description: H&M 2nd Level Sales Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 106 26.98 26.00 5.6 23.204 Sprinkler 110 27.37 26.00 5.6 23.888 Sprinkler 103 26.17 26.00 5.6 21.842 Sprinkler 105 26.80 26.00 5.6 22.902 Sprinkler 107 27.19 26.00 5.6 23.577 c> Sprinkler 102 26.00 26.00 5.6 21.556 Sprinkler 108 27.24 26.00 5.6 23.668 Sprinkler 111 27.64 26.00 5.6 24.364 Sprinkler 104 26.43 26.00 5.6 22.280 Sprinkler 112 27.99 26.00 5.6 24.977 Sprinkler 113 28.58 26.00 5.6 26.047 Sprinkler 109 27.33 26.00 5.6 23.826 Sprinkler 114 28.77 26.00 5.6 26.395 Sprinkler 116 30.14 26.00 5.6 28.973 Sprinkler 115 28.84 26.00 5.6 26.516 c> Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINKOD VR5 v5.2.6 05/06/2008 10:46:11AM Page 2 Nod� Analysis Re • Job Number: KC0016 Node Elevation(Foot) Fittings . Pressure(psi) 1 Discharge(qpm) . _ 1 20 17-6 E(2'-0) 27.240 22 17-6 E(2'-0) 28.119 24 17-6 E(2'-0) 25.485 58 17-6 PO(5'-0) 27.521 60 17-6 P0(5'-0) 28.408 62 17-6 P0(5.-0) 25.751 97 17-6 PO(5'-0) 28.528 99 17-6 PO(5-0) 29.442 101 17-6 PO(5-0) 26.703 149 17.-6 P0(5'-0) 30.247 139 17-6 P0(5'-0) 31.650 141 17-6 P0(5.-0) 28.735 160 17-6 P0(5'-0) 32.108 169 17-6 PO(5'-0) 35.484 171 17-6 P0(5'-0) 32.265 274 17-6 2P0(8'-0) 45.830 264 17-6 2P0(8'-0) 45.603 266 17-6 PO(8'-0) 45.543 686 -16'-1 P0(26'-4), 2Gauge 1 84.622 3 -14'-1% BFP(-4.500) 88.403 803 -16'-1 LtE(16'-0) 84.690 106 10'-2% Spr(-23.204) 23.204 26.98 110 10'-2% Spr(-23.888) 23.888 27.37 103 10'-2% Spr(-21.842) 21.842 26.17 105 10'-2% Spr(-22.902) 22.902 26.80 107 10'-2% Spr(-23.577) 23.577 27.19 102 10'-2% Spr(-21.556) 21.556 26.00 108 10'-2% Spr(-23.668) 23.668 27.24 111 10.-2% Spr(-24.364) 24.364 27.64 104 10'-2% Spr(-22.280) 22.280 26.43 112 10'-2% Spr(-24.977) 24.977 27.99 113 10'-2% Spr(-26.047) 26.047 28.58 109 10'-2% Spr(-23.826) 23.826 27.33 114 10'-2% Spr(-26.395) 26.395 28.77 116 10'-2% Spr(-28.973) 28.973 30.14 115 10'-2% Spr(-26.516) 26.516 28.84 1 -22'-0 S 91.894 413.48 M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:46:26AM Page 3 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:46:40A M Page 4 in Hydraulic Analysis Job Number: KC0016 Report Description: H&M 2nd Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary G Route 1 DN 1.0490 0=26.00 9.65 C=120 0.211435 29'-1d Pi 7.365 102 10'-2% q=26.00 K=5.6 21.556 Spr(-21.556) 62 17'-6 25.751 PO(5'-0) 5'-d-lI Pe -3.170 34'-1q Pv BL 1.6100 0=52.17 8.22 C=120 0.095207 10'-0� Pf 0.952 62 17' 6 25.751 101 17'-6 26.703 I Pe 10'-0 Pv BL 1.6100 0=78.60 12.39 C=120 0.203232 10'-0 Pf 2.032 101 17'-6 26.703 141 17'-6 28.735 10'-0 Pe Pv BL 1.6100 0=105.94 16.70 C=120 0.352994 10'-d Pf 3.530 141 17'-6 28.735 171 17'-6 32.265 10'-0 Pe Pv BL 1.6100 0=134.78 21.24 C=120 0.551051 12'-1 Pf 13.278 171 17'-6 32.265 266 17'-6 45.543 2LtE(2'-0), PO(8'-0) 12'-0 24'-1 Pe Pv CM 4.2600 0=134.78 3.03 C=120 0.004822 12'- Pf 0.060 266 17'-6 45.543CJI 264 17'-6 45.603 12'- Pe Pv CM 4.2600 0=275.70 6.21 C=120 0.018123 12'-6 Pf 0.227 264 17'-6 45.603 274 17'-6 45.830 12'-6 Pe Pv CM 4.2600 0=413.48 9.31 C=120 0.038359 380'-3 Pf 24.233 274 17'-6 45.830 173'-3% 686 -16'-1 84.622 2cplg(-1.500), 2P0(26'-4), 553'-6'% 7fE(8'-11%), BV(15'-9%), Z, 2Ee2(5'-3), CV(28'-11'%), GV(2'-7%), Gauge 1 Pe 14.559 Pv FM 8.3290 0=413.48 2.43 C=120 0.001465 14'-5 Pf 0.068 686 -16'-1 84.622 32'- 803 -16'-1 84.690 fE(16'-0), LtE(16'-0) 46'-5Y Pe 0.000 Pv FM 10.4200 0=413.48 1.56 C=120 0.000492 28'-2'% Pf 4.555 803 -16'-1 84.690 83'-0 3 -14'-l% 88.403 4LtE(16'-0), BV(19'-0), BFP(-4.500) 111'-2'/a Pe -0.842 Pv UG 10.4000 0=413.48 1.56 C=140 0.000373 112'-10/ Pf 0.084 3 -14'-1% 88.403 111'-7 1 -22'-0 91.894 E(35'-1), 3LtE(25'-6), S 224'-5% Pe 3.407 Pv Gib Route 2 DN 1.0490 0=26.17 9.72 C=120 0.214029 29'-1d Pf 6.813 2'-q Pe -3.170 31'-1 Pv 103 10'-21/2 q=26.17 K=5.6 21.842 Spr(-21.842) 24 17-6 25.485 E{2'-0) BL 1.6100 0=26.17 4.12 C=120 0.026571 10'-0 10'-0 Pf 0.266 Pe Pv 24 17'-6 25.485 62 17'-6 25.751 Gib Route 3 DN 1.0490 0=26.43 9.81 C=120 0.217993 29'-10 Pf 7.593 104 10'-21/2 q=26.43 K=5.6 22.280 Spr(-22.280) 101 17'-6 26.703 P0(5'-0) 5'-q 34'-1 Pe -3.170 Pv o Route 4 DN 1.0490 Q=26.80 9.95 C=120 0.223615 29'-10 Pf 7.789 105 10'-2'% q=26.80 K=5.6 22.902 Spr(-22.902) 58 17'-6 27.521 PO(5'-0) 5'-0 34'-10 Pe -3.170 Pv BL 1.6100 0=53.77 8.47 C=120 0.100689 10'-0 Pf 1.007 58 17'-6 27.521 97 17'-6 28.528 10'-0 Pe Pv BL 1.6100 0=81.02 12.77 C=120 0.214928 8'-0 Pf 1.719 97 17'-6 28.528 149 17'-6 30.247 8'-0 Pe Pv BL 1.6100 0=109.01 17.18 C=120 0.372128 5'-d Pf 1.861 149 17'-6 30.247 160 17'-6 32.108 5,_01 Pe Pv BL 1.6100 0=137.78 21.71 C=120 0.573965 15'-11 Pf 13.722 160 17'-6 32.108 274 17'-6 45.830 PO(8'-0) 8'- 23'-11 Pe Pv w Route 5 DN 1.0490 0=26.98 10.01 C=120 0.226348 29'-101 Pf 7.205 106 10'-2Y2 q=26.98 K=5.6 23.204 Spr(-23.204) 20 17'-6 27.240 E(2'-0) 2'-01 31'-10 Pe -3.170 Pv BL 1.6100 0=26.98 4.25 C=120 0.028100 10'-0 Pf 0.281 20 17-6 27.240 58 17'-6 27.521 Pe 10'-0 Pv fib Route 6 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:46:40A M Page 4 �9 Job Number: KC0016 Report Description: H&M 2nd Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings Eq. Length Total Length DN 1.0490 0=27.19 10.09 C=120 0.229706 29'-1q Pf 8.001 Pe -3.170 Pv 107 10'-2% q=27.19 K=5.6 60 17'-6 23.577 28.408 Spr(-23.577) PO(5'-0) 5'-0_II' 34'-1G BL 1.6100 Q=54.56 8.60 C=120 0.103431 10'-0 Pf 1.034 Pe Pv 60 17'-6 99 17'-6 28.408 29.442 10'-0 BL 1.6100 0=82.20 12.95 C=120 0.220778 10'-0 Pf 2.208 Pe Pv 99 17'-6 139 17'-6 29.442 31.650 10'-0 BL 1.6100 0=110.78 17.46 C=120 0.383432 10'-0 Pf 3.834 Pe Pv 139 17'-6 169 17'-6 31.650 35.484 10'-0 BL 1.6100 0=140.93 22.21 C=120 0.598473 8'-11 Pf 10.119 Pe Pv 169 17'-6 264 17'-6 35.484 45.603 PO(8'-0) 8'-0 16'-11 o Route 7 DN 1.0490 0=27.24 10.11 C=120 0.230526 29'-10 Pf 8.030 Pe -3.170 Pv 108 10'-2'% q=27.24 • K=5.6 97 17'-6 23.668 28.528 Spr(-23.668) PO(5'-0) 5'-0 34'-10 Go Route 8 DN 1.0490 Q=27.33 10.15 C=120 0.231950 29'-10 5'-0 34'-10 Pf 8.080 Pe -3.170 Pv 109 10'-2% q=27.33 K=5.6 141 17'-6 23.826 28.735 Spr(-23.826) PO(5'-0) 40. Route 9 DN 1.0490 0=27.37 10.16 C=120 0.232510 29'-10 2'-0 31'-10 Pf 7.402 Pe -3.170 Pv 110 10'-2'% q=27.37 K=5.6 22 17'-6 23.888 28.119 Spr(-23.888) E(2'-0) BL 1.6100 0=27.37 4.31 C=120 0.028865 10'-0 10'-0 Pf 0.289 Pe Pv 22 17'-6 60 17'-6 28.119 28.408 Go Route 10 DN 10490 0=27.64 10.26 C=120 0.236794 29'-10 Pf 8.248 5'-0 Pe -3.170 34'-10 Pv 111 10'-21/2 q=27.64 K=5.6 99 17'-6 24.364 29.442 Spr(-24.364) PO(5'-0) GI Route 11 DN 10490 0=27.99 10.39 C=120 0.242298 29'-10 5'-0 34'-10 Pf 8.440 Pe -3.170 Pv 112 10'-2% q=27.99 K=5.6 149 17'-6 24.977 30.247 Spr(-24.977) PO(5'-0) w Route 12 DN 10490 0=28.58 10.61 C=120 0.251879 29'-10 5'-0 34'-10 Pf 8.774 Pe -3.170 Pv 113 10'-2'/z q=28.58 K=5.6 139 17'-6 26.047 31.650 Spr(-26.047) PO(5'-0) Route 13 DN 10490 0=28.77 10.68 C=120 0.254998 29'-10 5'-0 34'-10 Pf 8.882 Pe -3.170 Pv 114 10'-2'% q=28.77 K=5.6 160 17'-6 26.395 32.108 Spr(-26.395) P0(5'-0) w Route 14 DN 10490 0=28.84 10.70 C=120 0.256072 29'-10 5'-0 34'-10 Pf 8.920 Pe -3.170 Pv 115 10'-2% q=28.84 K=5.6 171 17'-6 26.516 32.265 Spr(-26.516) PO(5'-0) GO Route 15 DN 10490 0=30.14 11.19 C=120 0.277949 29'-10 5'-0 34'-10 Pf 9.682 Pe -3.170 Pv 116 10'-2% q=30.14 K=5.6 169 17'-6 28.973 • 35.484 Spr(-28.973) POW -0) Equivalent Ftpe Lengths' Valves and Fittings (C=920 only).:: , � G Value Multiplier 4'87 / Actual Inside Diameter =Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 l Schedule 40 Steel Pipe Inside Diameter © M.E.P.CAD, Inc. AutoSPRINKOVR5v5.2.6 05/06/2008 10:46:40AM Page 5 Hy dratitic'Aiaiysi Job Number: KC0016 Report Description: H&M 2nd Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Pressure Eq. Length Total Length 'Fittings Summary 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 fig 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 Tum 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 Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k,© M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:46:40AM Page 6 • Job Number: KC0016 Supply at Node 1 150 :Static 135 Pressure 140.000 120 1 105 on -3413.48 -663.48 with hose @ 91.894 streams Pressure, psi 5j'stem demand curve • 10900.00 @ 20.000 o L IIIIII11U11111111 3300 (1 1111111 4400 111111111 5500 11 1 1 1 1 1 1 1 6600 1 1 1 1 1 1 1 1 1 7700 Water flow, 111111111 8800 gpm 1 1 1 1 1 1 1 1 1 9900 111111111 11000 Hydraulic Graph Supply at Node 1 Stalk Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available Pressurerime et Test 139.323 @ 663.48 system Den.nd 413.48 @ 91.894 System Demand (Including Hese Albwence) 663.48 © 91.894 m M.E.P.CAD, Inc. AutoSPRINKe VR5 v5.2.6 05/06/2008 10:46:55AM Page 7 111 HydrauucGrap Job Number: KC0016 150 Gauge 1 135 -Static Pressure 140.000 120 105 90 .4 - 75 „663.48 3.48 with hose @ 84.622 streams _ _ _ w - a - 60 -System 30 demand curve 15 10900.00 @ 20.000 31 0 lwouuu 111111111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1) 1 1 1 1( 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11002200 3300 4 0 5500 6600 7700 8800 Water flow, gpm 9900 11000 Hydraur Graph Gauge 1 Star Pressor. N/A Residual Pressure N/A AvaR ON Pr.ssur.Tim. of Test 132.052 @ 0.00 System Demand 413.48 @ 84.622 System G.m.ud (Including Hos. Allwnnw) N/A @ 84.622 k, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:46:55AM Page 8 111 Fiow Diagram (ToprView Job Number: KC0016 Report Description: H&M 2nd Level Sales m M.E.P.CAD, Inc. 319 AutoSPRINK® VR5 v5.2.6 05/06/2008 10:47:13AM Page 9 Hydraulic Sum Job Number: KC0016 Report Description: H&M 1st Level Sales Jpb • A .• .. .• . •. Job Number KC0016 Dnpn Engmeer Martin Sokulski Job Nano H & M State CeNlntbMEense Number WESTESF136QF Address 1 867 & 2837 Southcenter Mall ANJ City of Tukwila Address 2 Job Site Southcenter Mall CM Tukwila State WA 21p Code 98188 Dowing Nano WSFP Sprinkler System Level 1.cad Systertt :. ;r; : ; Renwte Area(s) Most Demanding Sprinkler Dab 5.6 K -Factor 19.20 at 11.755 Occupancy Ordinary Group II Nose Allowance At Source 250.00 DensM 0.200gpm/ft2 Area of Appeal". 1041.38ft2 (Actual 1041.38ft2) Additional Hose Supplies Node Flow(gpm) Number 01Sprinklers Calculated 17 Coverage Per Sprinkler 108.00ft2 40 Ceftitt Total Nose Shams 250.00 I ie. lil System Flow DemandTotal 414.59 Water Required (Including Non Allowance) 664.59f if ' David i• . _ __ Maximum Pressure UnIn Loops 0.000 1 ��4&y - ..J . 2 L Maximum Wacky Above Ground 34.38 between nodes 137 and 72 O eiff 1/40* Maximum Wacky Under Ground 1.57 between nodes 1 and 3 Volume npacky of Wet Pips 1499.92ga1 Volume capacity of Dry Pips 6.47ga1 Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 I 140.000 20.000 I 10900.00 139.321 I 664.59 94.621 44.700 Contractor . Contractor Number KC0016 Contact Name Martin Sokulski contact Title PM Contractor Nano Western States Fire Protection Mora 425-881-0100 Extension Address 1 7102 180th Avenue N.E. FAX 425-881-3030 Address 2 Suite A-105 E-rrai martin.sokulsk@wsfp.us Cly Redmond State WA 2Jp Cod. 98034 Web -SI. k, O M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 05/06/2008 10:39:24AM Page 1 8111 summa 40000 t:iir Job Number: KC0016 Report Description: H&M 1st Level Sales Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 103 16.43 14.82 5.6 8.612 Sprinkler 106 17.67 14.82 5.6 9.953 Sprinkler 109 23.15 14.82 5.6 17.086 Sprinkler 111 25.71 14.82 5.6 21.080 c> Sprinkler 101 19.20 19.20 5.6 11.755 Sprinkler 102 19.66 19.20 5.6 12.329 Sprinkler 110 26.00 16.00 5.6 21.563 Sprinkler 104 20.63 19.20 5.6 13.576 Sprinkler 105 21.13 19.20 5.6 14.232 Sprinkler 112 27.05 16.00 5.6 23.333 Sprinkler 107 23.62 19.20 5.6 17.792 Sprinkler 108 24.17 19.20 5.6 18.636 Sprinkler 115 28.81 16.00 5.6 26.467 Sprinkler 113 27.62 14.82 5.6 24.328 Sprinkler 114 28.00 14.82 5.6 25.005 Sprinkler 117 31.00 14.82 5.6 30.644 Sprinkler 116 34.72 21.60 5.6 38.451 ci Most Demanding Sprinkler Data O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:13AM Page 2 Job Number: KC0016 Report Description: H&M 1st Level Sales Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) 10 14'-6 T(5'-0) 13.204 11 14'-6 PO(6'-0) 13.905 15 14'-6 PO(5.-0) 22.348 17 14'-6 PO(5'-0) 22.379 19 14'-6 T(5'-0) 13.189 20 14'-6 PO(6'-0) 14.066 35 14'-6 PO(5'-0) 22.885 42 14'-6 T(5'-0) 15.189 43 14'-6 PO(6'-0) 16.191 50 14'-6 PO(5'-0) 24.742 56 14'-6 T(5'-0) 19.813 57 14'-6 PO(6'-0) 21.100 61 14'-6 PO(5'-0) 28.028 71 14'-6 T(5'-0) 26.495 72 14'-6 PO(6'-0) 29.054 79 14'-6 PO(5'-0) 34.011 90 14'-6 PO(5'-0) 40.582 133 14'-6 2P0(8'-0) 68.072 137 14'-6 mecT(8'-0) 66.443 3 3'-10% BFP(-4.500) 91.130 380 1'-11 3BOR, PO(5.-0), PO(26.-4) 87.387 408 2'-8% 87.064 103 13'-7'/. Spr(-8.612) 8.612 16.43 106 13'-7%. Spr(-9.953) 9.953 17.67 109 13'-7Y. Spr(-17.086) 17.086 23.15 111 14'-10% Spr(-21.080) 21.080 25.71 101 14'-10% Spr(-11.755) 11.755 19.20 102 14'-10'/. Spr(-12.329) 12.329 19.66 110 14'-10% Spr(-21.563) 21.563 26.00 104 14'-10% Spr(-13.576) 13.576 20.63 105 14'-10% Spr(-14.232) 14.232 21.13 112 14'-10'/. Spr(-23.333) 23.333 27.05 107 14'-10'/. Spr(-17.792) 17.792 23.62 108 14'-10% Spr(-18.636) 18.636 24.17 115 14'-10% Spr(-26.467) 26.467 28.81 113 14'-10'% Spr(-24.328) 24.328 27.62 114 14'-10'/. Spr(-25.005) 25.005 28.00 117 14'-10'/. Spr(-30.644) 30.644 31.00 116 14'-10% Spr(-38.451) 38.451 34.72 1 -4'-0 S 94.621 414.59 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:26AM Page 3 Job Number: KC0016 Report Description: H&M 1st Leve Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length GO Route 1 SP 1.0490 0=19.20 7.13 C=120 0.120665 8'-5' Pf 1.256 101 14'-10'/. q=19.20 K=5.6 11.755 Spr(-11.755) 2'-d Pe 0.178 19 14'-6 13.189 E(2'-0) 10'-B Pv AO 1.3800 0=38.86 8.34 C=120 0.116972 1'-6 Pf 0.877 19 14'-6 13.189 6'-0 Pe 20 14'-6 14.066 P0(6'-0) 7'-6 Pv BL 1.6100 Q=72.96 11.50 C=120 0.177076 12'-0 Pf 2.125 20 14'-6 14.066 Pe 43 14'-6 16.191 12'-0 Pv BL 1.6100 0=114.72 18.08 C=120 0.409043 12'-0� Pf 4.909 43 14'-6 16.191 I Pe 57 14'-6 21.100 12'-9 Pv BL 1.6100 0=162.52 25.61 C=120 0.779089 10'-2'/x Pf 7.955 57 14'-6 21.100 Pe 72 14'-6 29.054 10'-21/! Pv BL 1.6100 0=218.14 34.38 C=120 1.343030 19'-10 Pf 37.388 72 14'-6 29.054 8'-0 Pe 137 14'-6 66.443 mecT(8'-0) 27'-10 Pv CM 4.2600 0=218.14 4.91 C=120 0.011752 68'-1 Pf 1.629 137 14'4 66.443 70'-7 Pe 133 14'-6 68.072 2P0(26'-4), 2fE(8'-11'%) 138'-7% Pv CM 4.2600 0=414.59 9.33 C=120 0.038550 253'-2% Pf 13.863 133 14'-6 68.072 106'-4'/. Pe 5.452 380 1'-11 87.387 T(26'-4), E(13'-2), fE(8'-111%), 359'-7Y.. Pv CV(28'-111/), GV(2'-71h), BOR, P0(26'-4) FM 8.3290 0=414.59 2.44 C=120 0.001472 5'-4 Pf 0.031 380 1'-11 87.387 16'-0 Pe -0.354 408 2'-8% 87.064 fE(16'-0) 21'41/4 Pv FM 10.4200 0=414.59 1.56 C=120 0.000495 25'-10% Pf 4.554 408 2'-8% 87.064 83'-0 Pe -0.488 3 3'-101. 91.130 4LtE(16'-0), BV(19'-0), BFP(-4.500 108'-101/4 Pv UG 10.4000 0=414.59 1.57 C=140 0.000375 112'-101/. Pf 0.084 3 3'-101/. 91.130 111'-71/4 Pe 3.407 1 -4'-0 94.621 E(35'-1), 3LtE(25'-6), S 224'-51/4 Pv Gib Route 2 SP 1.0490 0=19.66 7.30 C=120 0.126104 0'-5 Pf 0.682 102 14'-10'/. q=19.66 K=5.6 12.329 Spr(-12.329) 5'-0 Pe 0.178 19 14'-6 13.189 T(5'-0) 5'-5 Pv o Route 3 DN 1.0490 0=16.43 6.10 C=120 0.090487 48'-0 Pf 4.977 103 13'-7'% q=16.43 K=5.6 8.612 Spr(-8.612) 7'-0 Pe -0.385 10 14'-6 13.204 E(2'-0), T(5'-0) 55'-0 Pv AO 1.3800 0=34.10 7.31 C=120 0.091845 1'-7'/. Pf 0.702 10 14'-6 13.204 6'-0 Pe 11 14'-6 13.905 P0(6'-0) 7'-7% Pv BL 1.6100 0=34.10 5.37 C=120 0.043354 3'-81'A Pf 0.161 11 14'-6 13.905 Pe 20 14'-6 14.066 3'-8% Pv GI Route 4 SP 1.0490 0=20.63 7.66 C=120 0.137861 8'- Pf Pf 1.435 104 14'-10'/. q=20.63 K=5.6 13.576 Spr(-13.576) 2'- Pe 0.178 42 14'-6 15.189 E(2'-0) 10'- Pv AO 1.3800 0=41.76 8.96 C=120 0.133612 1'- Pf 1.002 42 14'-6 15.189 6'- Pe 43 14'-6 16.191 PO(6'-0) 7'- Pv w Route 5 SP 1.0490 0=21.13 7.84 C=120 0.144012 0'-5� Pf 0.779 105 14'-10'/. q=21.13 K=5.6 14.232 Spr(-14.232) 5'- Pe 0.178 42 14'-6 15.189 T(5'-0) 5'-5 Pv Gib Route 6 DN 1.0490 0=17.67 6.56 C=120 0.103451 33'-1% Pf 3.635 106 13'-7'/. q=17.67 K=5.6 9.953 Spr(-9.953) 2' - Pe -0.385 10 14'-6 13.204 E(2'-0) 35'-1'/ Pv Gib Route 7 SP 1.0490 0=23.62 8.77 C=120 0.177048 8'- Pf 1.843 107 14'-10'/. q=23.62 K=5.6 17.792 Spr(-17.792) Z- Pe 0.178 56 14'-6 19.813 E(2'-0) 10'- Pv AO 1.3800 0=47.80 10.25 C=120 0.171521 1'-6 Pf 6'-0 Pe 1.286 56 14' -6 19.813 I 57 14'-6 21.100 PO(6'-0) i 7'-0 Pv GI Route 8 m M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:36AM Page 4 111 Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length SP 1.0490 Q=24.17 8.97 C=120 0.184796 0'-5 Pf Pe Pv 1.000 0.178 108 14'-10'/. q=24.17 K=5.6 56 14'-6 18.636 19.813 Spr(-18.636) T(5'-0) 5'-0 5'-5 o Route 9 DN 1.0490 Q=23.15 8.59 C=120 0.170540 26'-1Y Pt Pe Pv 5.646 -0.385 109 13'-71. q=23.15 K=5.6 15 14'-6 17.086 22.348 Spr(-17.086) E(2'-0), PO(5'-0) 7'- 33'-1'/J BL 1.6100 0=23.15 3.65 C=120 0.021172 1'-54 Pf Pe 1'-5'/] Pv 0.031 15 14'-6 17 14'-6 22.348 22.379 BL 1.6100 0=48.86 7.70 C=120 0.084327 6'-0 6'-0 Pf Pe Pv 0.506 17 14'-6 35 14'-6 22.379 22.885 BL 1.6100 0=74.86 11.80 C=120 0.185700 10'-0 10'-0 Pf Pe Pv 1.857 35 14'-6 50 14'-6 22.885 24.742 BL 1.6100 0=101.91 16.06 C=120 0.328582 10'-0 10'-0 Pf Pe Pv 3.286 50 14'-6 61 14'-6 24.742 28.028 BL 1.6100 0=130.72 20.60 C=120 0.520795 11'-5% 11'-51/4 Pf Pe Pv 5.983 61 14'-6 79 14'-6 28.028 34.011 BL 1.6100 0=161.72 25.49 C=120 0.772045 8'-6'Y 8'-6/ Pf Pe Pv 6.572 79 14'-6 90 14'-6 34.011 40.582 BL 1.6100 0=196.45 30.96 C=120 1.106424 12'-101/4 12'-0 24'-101. Pf Pe Pv 27.490 0.000 90 14'-6 133 14'-6 40.582 68.072 2LtE(2'-0), Z, PO(8.-0) w Route 10 SP 10490 0=26.00 9.65 C=120 0.211495 0'-51 Pf 5'- Pe 5'-551 Pv 1.144 0.178 110 14'-10'/. q=26.00 K=5.6 35 14'-6 21.563 22.885 Spr(-21.563) PO(5'-0) G. Route 11 SP 10490 0=25.71 9.54 C=120 0.207116 0'-5 5'-0 5'-5 Pf Pe Pv 1.121 0.178 111 14'-10'/. q=25.71 K=5.6 17 14'-6 21.080 22.379 Spr(-21.080) P0(5'-0) MI Route 12 SP 10490 0=27.05 10.04 C=120 0.227509 0'-5 5'-0 5'-5 Pf Pe Pv 1.231 0.178 112 14'-101. q=27.05 K=5.6 50 14'-6 23.333 24.742 Spr(-23.333) PO(5'-0) Gib Route 13 SP 10490 0=27.62 10.25 C=120 0.236473 6'-5 2'-0 8'-5 Pf Pe Pv 1.989 0.178 113 14'-10% q=27.62 K=5.6 71 14'-6 24.328 26.495 Spr(-24.328) E(2'-0) AO 1.3800 0=55.62 11.93 C=120 0.227081 5'-31/4 6'-0 11'-31J Pf Pe Pv 2.559 71 14'-6 72 14'-6 26.495 29.054 P0(6'-0) Gib Route 14 SP 10490 0=28.00 10.40 C=120 0.242549 0'-5 5'-0 5'-5 Pf Pe Pv 1.312 0.178 114 14'-10'/. q=28.00 K=5.6 71 14'-6 25.005 26.495 Spr(-25.005) T(5'-0) GI Route 15 SP 10490 0=28.81 10.69 C=120 0.255636 0'-5J 5'-0 5'-$ Pf Pe Pv 1.383 0.178 115 14'-101. q=28.81 K=5.6 61 14'-6 26.467 28.028 Spr(-26.467) PO(5-0) v Route 16 SP 10490 0=34.72 12.89 C=120 0.361127 0'-5 5'-0 5'-5 Pf Pe Pv 1.954 0.178 116 14'-10% q=34.72 K=5.6 90 14'-6 38.451 40.582 Spr(-38.451) P0(5'-0) .i Route 17 SP 10490 Q=31.00 11.51 C=120 0.292751 3'-101 7'- 10'-101J Pf Pe Pv 3.188 0.178 117 14'-10'/. q=31.00 K=5.6 79 14'-6 30.644 34.011 Spr(-30.644) E(2'-0), PO(5.-0) equivalent Pipe Lengths of Valve's anr3 Fittings (C=120 onty) _ 0 Value Multiplier . Actual Inside Diameter 4'87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) �iy O M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 05/06/2008 10:4 0:36A M Page 5 11B Job Number: KC0016 Report Description: H&M 1st Level Sales Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Total Length Summary • gips Type Leger 'Units Legend id AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG 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 AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E 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 Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 900 Elbow 45° Elbow 11W 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 Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap as,© M.E.P.CAD, Inc. AutoSPRINM/ VR5 v5.2.6 05/06/2008 10:40:36AM Page 6 111 Job Number: KC0016 Report Description: H&M 1st Level Sales Supply at Node 1 150 =Static 135 Pressure 140.000 120 105 :.664.59 _-414.59 with hose § 94.621 streams 90 a _ - g 75 - a - N - d - a - 60 System demand curve 45 30 10900.00 @ 20.000 15 a u)iuui )u1)uu 111111111 11111111 L 1 1 1 1 1 1 1 1 1 1 1 1 1 ) 1 1 1 1 1 i 1 1 I 1 1 1 1 0-num,.111111111 91002200 3300 4400 5500 6600 7700 Water flow, gpm 8800 9900 11000 Hydnulk Graph Supply at Node 1 Static Pnaam. 140.000 Residual Pressure 10900.00 @ 20.000 Aya,LbN Pr.uureTmn of Test 139.321 @ 664.59 System Demand 414.59 @ 94.621 System D.nerk (including Hose Abwance) 664.59 @ 94.621 ke © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:47AM Page 7 111 Hydraulic Graph • Job Number: KC0016 BOR 150 135 Static Pressure 140.000 120 105 7 on Pressure, psi a rn n o cn .i 1J T 1111,1lilt 1tIIiiitIt[lit l-i n TA 4.59 with hose @ 87.387 streams demand curve 10900.00 @ 20.000, 1 11IJ1IIIIII IIIIIIIII 111111111 1111111 11 11 1 1 1 I 11 I IIIIIIIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I III f 1 1 It I v 910022°0 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm HyEnugc Gn sh BOR Sta. Pressure N/A Residu.l Pressure N/A Av.Ileble Pressmen,. of rest 132.087 @ 0.00 System Damn a 414.59 @ 87.387 System Darrand (Including Has. Agawano.) N/A @ 87.387 O M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.2.6 05/06/2008 10:40:47AM Page 8 Job Number: KC0016 Report Description: H&M 1st Level Sales k O M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/06/2008 10:40:58AM Page 9 TUKWILA, W `, SHINGTO SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET NUMBER SHEET TITLE FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FA -03A FA -04 FIRE ALARM SYSTEM FIRST FLOOR PLAN FIRE ALARM SYSTEM SECOND FLOOR PLAN SYSTEM CALCULATIONS (GENERAL), RISER, SITE PLAN 1 Without Comments As Noted In F.td Per The Attached Letter { i nese plans have beer, revio'.,,,,,:d by The:Tukwila Fire Prevention urenU ;o -r confo'Crr:,4:._,v w current city r, standard::. Accec tante i. sub;a;;c to errors and omissions which d'', ; lot aUthL ri?:; vi:iations, of adopted , standasus and o Jiil:.n: ?, - i r ..`_sons it) ,iiy for the ii ,i too; -',4 •'iti, t•ile'tfrrigner. Adof ditions, 1r- >'_ 'ti: •e'drawings atter this date kw,,', ;i , , :c will require a resubmittal at r vi ed dr 4', in - dt equent approval. Final acceptance is subject to fieldtest and inspection by The Tukwila Fire Prevention Bureau. AA. H 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. FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE ,INITIATING. DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS: SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT; CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL ' CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (IL CONDUIT,:;WIRE,' FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE;; FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED INS DIRECT. AIR STREAM OF AIR SUPPLY OUTLETS. ICER NEPA 72 2-3.5.1 it 7. WIRING SHALL BE PER PLAN WITH ;;RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR . CODE CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE;:IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. FOR ADDITIONAL INSTALLATION. INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS._; 9. Late:By: TUKWILA FIRE DEPARTNit.N4 Please call: 575-4407 and give this job No. and exact address for shut' down or restoration approval. WIRE DESIGNATION SCHEDULE 10. THE 120vac POWER ELECTRICAL tORK .SUPPLY,ING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 D .760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2AN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NO'i BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE . ALARM; :TECHNICIAN. 11. ALL HORN/STROBE AND STROBE xVICES SHALL BE MOUNTED ;AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROP'Pt01, WHICHEVEr IS LESS. 12. ALL MANUAL PULL STATIONS SHAQLI Br MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. I • 13. ALL PANEL NUMBERS AND CIRCUIfS WI(I_ BE 'ON THE RECORD DRAWINGS SET. • 14. ALL 120VAC CIRCUITS ARE FROM: DEDICATED CIRCUITS FROM THE EMERGENCY WIRE SCHEDULE AND CONDUIT FILL CHART SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERATOR. QUANTITY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT I FACP FIRE.; ALARM EX CONTROL PANEL I FARA XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FIRE , ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY 14 PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH, RELAY DUAL INPUT INTERFACE MODULE CONTROL POINT ' HCP MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD SIEMENS 4S DEEP .VERIFY IN FIELD HCP SIEMENS 4S DEEP VERIFY IN FIELD m LU 1 HZM I REMOTE CONVENTIONAL HZM ZONE MODULE LINEAR BEAM SMOKE DETECTOR SIEMENS 4S DEEP VERIFY IN HELD PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD 1 SMOKE DETECTOR HFP-11 W/ SIEMENS ®f (ADDRESSABLE -PHOTO) DB -11 BASE 13 DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE 4S DEEP W/ 1G RING CEILING DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) 5 15 4 HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING 4S DEEP BOX 80" A.F.F. SPEAKER STROBE : . (CEILING MOUNT) h. 3 Ll 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS; SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY tHE •AUTHORITY HAVING JURISDICTION - FOR PROTECTION DURING CONSTRUCTION. _ DETECTORS THAT HAVE BEEN INSTALLED PRIOR. TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT. AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIREALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, . RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN 41 THE SAME CABLE ASSEMBLY (LE, MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN 4HE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO:HELP ENSU(RE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE: THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL: DAMAGE :IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED STROBE (CEILING MOUNT) FIRE ALARM STROBE (WALL MOUNT) SET -HMC -CW SlEiv1ENS 4S DEEP BOX CEILING UJ ZR -MC -CW SIEMENS 4S BOX VV/ 1G RING CEILING ZR -MC -W SIEMENS 4S BOX IV 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. SET -W SIEMENS FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD 1 MAGNETIC . DOOR HOLDER FA JBEIX FIRE ALARM TERMINAL CABINET JUNCTION BOX N/A VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD N/A N/A N/A N/A WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D H P S 2S A V 2V I X UD UI M B DATA LINE -ADDRESSABLE LOOP DOOR HOLDER POWER - 24VDC DEVICE POWER - 24VDC STROBE CIRCUIT - FEED STROBE CIRCUIT - RETURN ANNUNCIATOR SPEAKER CIRCUIT - FEED SPEAKER CIRCUIT - RETURN REMOTE INDICATION LIGHT LOW LEVEL AUDIO UNDERGROUND DATA UNDERGROUND INITIATION DOOR HOLDER POWER BEAM DETECTOR POWER TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) TWO #14 FPL/FPLR RED (JACKET) TWO #16 FPL/FPLR RED (JACKET) TWISTED PAIR W/ SHIELD #I2 FPL/FPLR RED (JACKET) TWISTED PAIR \d/ SHIELD #12 FPL/FPLR RED (JACKET) TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) TWISTED PAIR #14 FPL/FPLR RED (JACKET) TWISTED PAIR #14 ' FPL/FPLR RED (JACKET) TWO #10 FPL/FPLR RED (JACKET) TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) TWO #16 FPL/FPLR RED (JACKET) TWO 1414 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS TWO 600V TWO 600V TWO CONDUCTOR 300V CONDUIT FILL CALCULATE THE TOTAL AREA OF ABOVE. CHOOSE THE SIZE OF THE TABLE BELOW THAT DOES CONDUIT SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" FIGURES ARE BASED ON 40% WIRE SIZE TYPE DIMENSIONS AREA #12 AWG THHN/THWN .244 O.D. .0467 #14 AWG THHN/THWN TWISTED .210 0.D. .0346 #18 AWG FPL TW CABLE .156 0.D. .0191 THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM NOT EXCEED THE TOTAL AREA OF THE WIRE. MAXIMUM FILL .12 SQUARE INCH .21 SQUARE INCH .34 SQUARE INCH .60 SQUARE INCH .82 SQUARE INCH 1.34 SQUARE INCH CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERATOR. QUANTITY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT I FACP FIRE.; ALARM EX CONTROL PANEL I FARA XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FIRE , ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY 14 PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH, RELAY DUAL INPUT INTERFACE MODULE CONTROL POINT ' HCP MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD SIEMENS 4S DEEP .VERIFY IN FIELD HCP SIEMENS 4S DEEP VERIFY IN FIELD m LU 1 HZM I REMOTE CONVENTIONAL HZM ZONE MODULE LINEAR BEAM SMOKE DETECTOR SIEMENS 4S DEEP VERIFY IN HELD PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD 1 SMOKE DETECTOR HFP-11 W/ SIEMENS ®f (ADDRESSABLE -PHOTO) DB -11 BASE 13 DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE 4S DEEP W/ 1G RING CEILING DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) 5 15 4 HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING 4S DEEP BOX 80" A.F.F. SPEAKER STROBE : . (CEILING MOUNT) h. 3 Ll 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS; SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY tHE •AUTHORITY HAVING JURISDICTION - FOR PROTECTION DURING CONSTRUCTION. _ DETECTORS THAT HAVE BEEN INSTALLED PRIOR. TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT. AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIREALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, . RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN 41 THE SAME CABLE ASSEMBLY (LE, MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN 4HE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO:HELP ENSU(RE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE: THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL: DAMAGE :IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED STROBE (CEILING MOUNT) FIRE ALARM STROBE (WALL MOUNT) SET -HMC -CW SlEiv1ENS 4S DEEP BOX CEILING UJ ZR -MC -CW SIEMENS 4S BOX VV/ 1G RING CEILING ZR -MC -W SIEMENS 4S BOX IV 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) FIRE ALARM SPEAKER (WALL MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. SET -W SIEMENS FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD 1 MAGNETIC . DOOR HOLDER FA JBEIX FIRE ALARM TERMINAL CABINET JUNCTION BOX N/A VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD N/A N/A N/A N/A REMOVE AS BUILT BLUp. NOTES TO CAD N/A N/A N/A N/A CO CO zz 06 w CC ci) 0 ;)* PAID t:::: 20(* Tukwila Fire,, ri hf 2006 b Guardian Securit S stems, Inc. -All. Ri hts ReserV44 LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01/08 BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET FA -01 N/A r' INFF)LICABLE N/A N/A N/A N/A ' U.O.N UNLESS OTHERWISE NOTED N/A N/A N/A N/A wp WEATHERPROOF DEVICE N/A N/A N/A N/A REDv. ADD OR CHANGE REMOVE AS BUILT BLUp. NOTES TO CAD N/A N/A N/A N/A CO CO zz 06 w CC ci) 0 ;)* PAID t:::: 20(* Tukwila Fire,, ri hf 2006 b Guardian Securit S stems, Inc. -All. Ri hts ReserV44 LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01/08 BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT IMDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. AIR DUCT 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVIC END OF LINE DEVICEC3.6K 1/4W) ,- 0 GROUND SUPERVISED SWITCH Pr) O © HTRI—R OSTATUS LED DUCT DETECTOR LOCATION to 0 0 0 OUTLET SAMPLING --- TUBE INLET SAMPLING— TUBE AT LEAST SIX DUCT WIDTHS ..FROM BEND 0 TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR N.O. COM N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL O LABEL SCAB (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE[ DEVICE TO NEXT ADDRESSABLE DEVICE + NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE- - SCALE=NONE MUSIC —QAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE /6.j STOP IF LAST DEVICE (=) FROM XLS CONTROL PANEL OR�¢? PREVIOUS ADDRESSABLE DEVICE ; 0 RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 nA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0.O2uF 0.04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTION. Inial TB1 + 5•0006- 2 3 4 5 6 10006- 23456 HCP TB2 6 5 4 3 2 1 END OF :LINE DEVICE . j (3.6K 1/4\0! SUPERVISED_:-_% SWITCH GROUND 0 M -0 © © HTRI—D STATUS LED CO 0 1` 0 NOT USED O NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT. DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 CND N AC J 0 IV 00 in El 0 0 PAD -3 0 0 00 ,:INPUT INPUT TROUBLE NAC1 NAC2 11- 1- 1 2+ 2- 2 NC C NO + - + - 0 NAC3 NAC4 AUX 130 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE END OF LINE: DEVICE 3.6K 1/4W) \� H. UPERYISED 1 SWITCH NAC -4 NAC -3 2 NAC -2 NAC -1 r FRONT VIEW NOTE: FOR ADDI11ONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP.! 0� 0 FROM XIS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS 1w EOL TEM -1 0 L2 i TYPICAL AD2-P DUCT SMOKE DETECTOR = WIRING DETAIL • -5' EARTH 1. GROUND 11. -) (+)TO NEI` DEVICE OR }, >-(-) STOP: F:LAST DEVICE FROM REMOTE POWER SUPPLY CABLE) FROM . FACP (VOICE CIRCUIT) C'V'1 CABLE) SCALE NONE (�) t-) STROBE SPEAKER �) t). (STROBE(-) (¢) (-) STROBE SPEAKER 0 SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 80' A.F.F. R 4S DEEP BOX IN/ 1 -1/2 - EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE ?;TO NEXT DEVICE OR =.r ; END OF, LINE ;:TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPEOFICATIONS SEE PRODUCT DOCUMENTATION. OPER6�I�IN9 TEMPERA +32' F (0' C) TO 100' F (30' C) HUMIDITY;0--93% RELATIVE HUMIDITY. NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR PO ER SOURCE DATA IN (-) > DATA IN (-F) > DEVICE IS LISTED FOR AIR VOLOCITY APPUCATIONS OF 300-4000 FT IN WI{EN USED IN CONJUNCTION led DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE > ( ) DATA OUT 1 (+) DATA OUT Jt CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID HARD LID CEILING -----SPEAKER SUPPORT TILE ------ BRIDGE • i 4' SQUARE DEEP BOX --- WITH 1-1/2' EXTENSION N CEILING MOUNTED SPEAKER/STROBE 4 •I CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX MOUNTED ON CEILING. FLEX JUNCTII MOUNTED A CEILING SI N BOX -----\ iAINST PP❑RT T//1190 0 / / / / / / / 0 0 •i 1. TO NEXT DEVICE}' -----CADDY BAR SMOKE DETECTOR ---- SMOKE DETECTOR MOUNTING SCALE:NONE 4 kj SUSPENDED. • ILLUMINATED CEILING Jj ;:1 I I.1 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS m LU IY z DESCRIPTION SHOP - DRAWINGS FOR A.H.J LU a 00 In N O z «< CO Co J � J t) W O w 0 ci)mowI CC cc co LL r,, V co °T:t1 W . 0 z 1-7 z 0 z Z SCALE:,1 /8'1=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54513 ../ SHEET FA -02 '1 20! ( 22) r 23 I fs� n.-'•._ C . t N _ S N -- LINE OF (E) PEDESTRIAN B' RI DOE ABOVE EFS TR,\ ni— F.2) ,2V r? EOLS4 16.55V • 28'-28' RELEASE/REVISIONS UP— ------ : r---- S.2V F) SC A`—.A C R N ..0 DOWN IN i,s FLAG NOTES: 11 ,2V REV. BY: Z l ,f ---H H :1 —11 22'-11 :$D• 16 " DESCRIPTION nii �9' 516 O 75 ii _-11 ; .1� DATE CO 57, 9, --ii 4 ' ';%.LES AREA5;215 cF I ii ii • ;� ;j 0 ' AI.( -NI I :: 21 ll,1 r- --' - - -' 1 ,DI• N R ---:1 ---41 ..- t1 1, :0 75 N: I Airs . H �z • —H _. • 75 PI 2? .ice _ir ... --41• r_ te r Cr ---- — F F q �' :;r: .,l;, n)T C IT 1-721 1 ni— F.2) ,2V r? EOLS4 16.55V • 28'-28' RELEASE/REVISIONS UP— ------ : r---- S.2V F) SC A`—.A C R N ..0 DOWN IN i,s FLAG NOTES: 11 ,2V REV. BY: Z DESCRIPTION SHOP DRAWINGS FOR A.H.J DATE CO 0 N 1 �z <<<<< 221-1 --- --__L 75 :H; PACE 2-1-- 156 f 21 FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS.(SEE SIEMENS INSTALLATI❑N SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. INDICATES EXTENT OF ESCALATOR 0 0 -J co LL CO rr cc 0 co co UP TO • SECOND FLOOR cc u_ LOCATEEM ELEVATOR PIT NORTH DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI GROUND FLOOR FIRE ALARM PLAN SCALE 1/8'4 BACKROUND PLAN PROVIDED BY: SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 22) (23) • 41. o— S,2V 75 27'-98' 6_i • S,2V EOLS3 17.61V r-� R D D D,I -- 5 tJl �I/ 30 41. m-S,2V =;r ley II lj 1_ - - 59'.86" 29'-11— 16' 29'-9 135 S,2V EOLS2 17.10V 135 ftp_ S,2V 21 ' /MI �.._u=_. a-2S,2V (AT[) AT 7 - 11P= FRAM • Y 13;,. _r -J 1 --� I I 3S,? -V --2 b[zi 2I J 6-0 D 2I 22 1 20' 7 21 D,I OLS It7 OOV r— t 1.75 •I; ;17 1 L --J 13— S,2V 2I 75 S,2V • TENANT 1 7 %\ 3S,2V • 1 C • 75. 2S,2V 30 .� •E Ik 30 3S,2V 75, 3S,2 V 15' ct-PNICE CORP ------------ NORTHi- SECOND LEVELALARM SCALE 118'4 FLAG 28 OTES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATI❑N SUBMITTAL FOR LOCATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED. BY ELECTRICAL CONTRACTOR. (29 ) ( 30 -10 LET 1,;(J4_)'''.1 WOMEN'S ILET ROOM JAH T(-) - - E. L (29.9,) 1 13i. E LFIv" Ar 1 S,2V a) AC( ACC ACC ACC HANG Aer 6fC ACC ACC iii i. • / v 1 • 11 P 4. j ij • • Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 112 °--5°‘ C/3 1743 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO LIJ CZ DESCRIPTION SHOP DRAWINGS FOR A.H.J 0 0 co Z 0 FE 0 un - La co CC LL DRAWN BY: LANDERSON DESIGNED BY: BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET i:—/_ S2V ' ' 'T ----' : 7 —_ __ _ I_? f k4..../o I _ I . — ___ d ,, j D,I 2I L (29.9,) 1 13i. E LFIv" Ar 1 S,2V a) AC( ACC ACC ACC HANG Aer 6fC ACC ACC iii i. • / v 1 • 11 P 4. j ij • • Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 112 °--5°‘ C/3 1743 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO LIJ CZ DESCRIPTION SHOP DRAWINGS FOR A.H.J 0 0 co Z 0 FE 0 un - La co CC LL DRAWN BY: LANDERSON DESIGNED BY: BACKROUND PLAN PROVIDED BY: .10B NUMBER:54513 SHEET ... / 0 \:////1° ////\ ,;?; 11 / A ../ //' -- //// t_r;za•-•:-;•- ; ,/ _14 • • 0 \ ;11 ,; I; 1. 1. --" N OR TH GROUND FLOOR ft - 12 -142,51 Li >- 11 \ • 17; • [I A \ fa: LLJ LLJ -14101 -1-- 0 '1220 ••••:•-•••'• .;\ ! .41"7 - // / / : ; ' • r3 I : lEli -:-..-•-• . -----•-•-• ..--...-- \ 4,-;-- ,;••--; .,-,•--• 4-/-'• ., ,••••••• ..!..---- •-••:',• ...., ./.4.-- .-,'/-•-•-'.--. 13051 0 6 ry 12-10 1'13001 11325 H&M WESTFIELD SOUTHCENTER MALL FiECTP3CA:. P.M C,ALIF OF:NIA P177A KrICHEN npiLi , :CPPACTO 1.1 SCALE 1132'=1' EOLS4 S,2V 75 S,2V 30 S,2V 75 i SM ED 1=1 TSM SECOND LEVEL EOLS1 EOLS3 aEl 75 75 0 IIEll II el 30 30 30 EOLS2 S,2V 135 135 135 135 75 TSM 2 1:1( IA D 0 it D O D 0 fl D D D D D D c --1)j c:-D,I c3-1),1 (=:.-D,1 0 1=1 1=1 [=1 El SM ITSM frSM SM 75 D w,A1 FA -BOX 2S,D FACP BPS 1 -4 -FI SYSTEM CALCULATIONS H&M FRCP ADD ONS Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 1 0.0022 0.0022 0.0023 0.002 H&M SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Current Load: Standby: Device Type •Qty Amps Total Amps Total Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 13 0.0635 0.0635 0.064 0.832 HTR -R HTRI-D ICP -66 13 0.009600 0.0096 0.021 • 0.273 0.001600 0.0035 0.005 0.0731 Amps 1.105 Amps, Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SET -HMC -C@1 I5CD SET-HMC-C@135CD_ SET -HMC -C@1 85CD ZR -MC @15CD 1ZR-MC @30CD iFICP 0.064 3 0.098 0.294 17 0.175 2.975 0.233 0.318 5 0.318 1.590 0.445 6 0.064 0.384 0.098 0.0015 0.03 Amps 5.273 Amps Alarm Current Load: 1.105 Amps For 5 Minutes= 0.093 Amp -hours 25% Derating= 2.309 Amp -hours Total System Current Load: 2.309 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 5.273 Amps For 5 Minutes= 0.443 Amp -hours 25% Derating= 1.454 Amp -hours Total System Current Load: 1.454 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH ;1 Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION 11111 , , ;1 • • i 1 Notification Appliance Circuit Detail !PROJECT: WESTFIELD SOUTHCENTER MALL Panel: ; H&M :\ApfeResistance 1.62 CIRCUIT: S1 DateMay 7 2008 CURRENT TOTALH 5121 : : , • . . _ QTY Device Type !Alarm Current. Alarm Total 1 Wre Wire Length L. Voltage qE.01._ •! CircuitTotaj O 'SET -MC 15CD . 64; 01 4 • • - . ...,...t_. : ;Total Wire Resistance ( R ) : 2.92; • 98; 98! ;II -:t -; • . , ' ( WI_ 2 ) * (R/ft) .. __ • __________- 175, 875- 11 !Total Device Load, Amps (I) 1 1.17 233, 0: 1'11 , ! , -: • ' i (Total Cct Load) , 1 SET -MC (4130CD 5 ,SET -MC @75CD 0 "SET -MC tg110CD 111 • SET-1-11‘/C-C@1•15CD 318- 0! ; 445 0 0 :SET -HMC @135CD 1i 3181 0 • 0 3 • 0 ' • 0 DEVI(9ES= SET-Httit @185CD 'Z-MC@15CD • .Z-tV'C@30CD • :SET-MC-Cl/10110CD 9 . t ;Voltage Drop ( E ) 3.40! ! ! (E= I* R) ; !EOL Voltage 17.06! _ 192: ;1'1 l!' : (26.4 - E) : TOTAL 4454 . 1165; 12 'kJ. 900 1, .- : 0! tt.: : 1 . ! : , 4 !! _ -- 984 ; ' : • ; : 1 Ot ti:' 233;• : '- 0! 1.1 , , I . 17.002861 11651 i :1.-- ---C-I-R-C-U----1-1:T3-2 ---------------- ----i ------ ------1.- - --- .• ;•__ --tif-- :: _, ' ,. ;;• t; . . : . .• • . • .• • QTY Device Type • ;Alarm Current , Alarm Total 1 Wire Size4--Wre Length : Voltage at EOL ; Circuit Total " ; • • • • . 0 1SET-MC @15CD : . 64 01 te, I : . • • , ; :Total Wire Resistance ( R ) ; 2.28' _.•••••o _, _ _,SET-MCSET-MCQ75CD @3OCC. T 1 ;_ .__ si-- f 1 ' Total Device Load, Arnps (I) : - 1.45- i 0 SET -MC ©11060 ------ --. 233i 01 9811 0! ( WL • 2 ) * (Rift) 175' 1751 (Total Cct Load) 318i 0! . Voltage Drop ( E ) 330 ... ' 4 • 445 0! .411 (E= I* R) -i - :- 318. 12721 •11, ' ; . , EOL Voltage • 17.10 1 45' 0; • ; (20.4 - E) 0 ' SET-HMC-C@115CD • ; SET-I.:WIC-6@17iCD 4 SET -HC @135CD • 0 SETNIX @185CD 0 Z-110@30CD 23ET-MC-CVV@110CD Z-MC@15CD • . ; 641 0: -4 I • 98: 0; • '; • 2331 1 . ; DEVICES= 5 _ _ TOTAL mA •._.... ; 1447 12 _ 1_1 703 1447 . 17.104139161 . , , • ; • , , 1 . • : , = CIRCUIT t- _ lT: 33 - i 1 1 , ! : • .._ ....... i - ; ._,.._ •--- ; QTY I • Device Type arm Current: AJarm Total i Wre Size Wire Length ! Voltage at EOL 1 Circuit Total 1 , _ -._ 0 :SETMC @15CD ; 64 ... • 01- 5 ; 675; . I 1 : ! (tAIL*2)*(R/ft) ! !Total Wire Resistance ( R )238 . SET -MC @30CD 98' 294; : . • . --: SETMC ©75CD i 175 Total Device Load, Amps (I) 1.17; O !SET -MC ©110CD , 233i --; 0; ;•- i (TotaledioicT) O 'SETFilt/CC©115CD31801 Voltage Drop ( E ) Z7 O !SET-HM-C©177CD 1 ' L.. 1 . : , ; 445 0 0 'SETHIVC 135CD : : ,,- ; (E= I* R) '.--- t . ._. .• --_---.-_- . 6 . ' 318 0! i EOLVoltage ::1 1762 b SifFIC185CD 445! „ (204 E) o ;ZIVC@15CD640! i O Z:X©30CD 1 981 0! - DEV-_:SETMC-CW©110CD 233: 0 i1 ICES.:8 :,• • • • : - TOTAL mA=: . 1169! - 12 t I 734 .: 17.619930961 f• i 1169 • : I • - I - f -._ I17 :'•! CIRCUIT34 i 3 1., ; : • . ! : , 4, QTY 1 Device Type ' lAirn Current : AJarrn Total 1 Wre Sizii I Wre Length : Voltage at EOL : Circuit Total : ! .L circuit 106D 64; 98; 98: 1-• i 1 0 ;SET -MC @15CD 6 :SETMC ig75CD 175 1050; ti 1 •SET -NIC @110CD 0! 0 233:4 O .SET-HIVC-Ct115CD • -; 318, • Total Wire Resistance ( R ) 2.871 (WL*2)*(R/ft) Total Device Load, Amps (I (Total Cct Load) Voltage Drop ( E ) _ _ •• ••••,SET-ItM-HM 1 445: 0, 'SETH1,.F__ ©135CD 318; • - 0 1SET-HM ©185CD ; 445; 01 ; _.. • _ • (E= I* R) EOL Voltage (20.4 - E) ...,, ... . • , 0 :zZwMC:506Cf5D• ; 98! 0! 3 ; 64; 1921 O SET-MC-CW@110CD I 233, 01 4 . 3.85: • 16.55; • ----- 16.5533424) 1340 . ! TOTAL mA=! 1340: 12 i 886 • 1 • • • • DEVICES;10 • Notification Appliance Circuit Detail PROJECT: WESTFIELDSOUTHCENTER MALL Panel: H&M Date:lApril 30,2008 CIRCUIT:SPEAKER CIRCUIT QTY Device Type 26 :70.7V 1/8 , Wire Resistance 2.58. CURRENT TOTAL.46.8 Total Wire Resistance ( R ) i (WL* 2 )* (R/ft) larm Current: Alarm Total 1 Wire Size Wre Length Voltage at EOL Circuit Total 1.8! 46.81 1 • ---L(- . ! 0 . . • 0 i , 0: .k.-- . . .. __ Ai.-- , 1 1";1" - 0 ', 0: 0 i 1144 ...,.. Total Device Load, Amps (1) 1 0.05 0 . ; 0! , : ..;,: • ' 1 (Total Cct Load) • . 0! 0; O 0! - ; : 0!, ‘:*-- ! (E= IR) . . 0 ; , 0! 0. •:• VI ; ; ._ . _ _ _ . , ____ _ •i 'EOL Voltage 0 ; 0! 0: . ; ; (20.4 - E) _______ . . ' ' . • 10.32; O 0' 0: :' 0 ' 1 i 0 0! i•1!!.• ' i . . DEICES=26 ! TOTAL m _ . A=" 46.6! 14 li• 2000 19.91 241 46.8 i ----- .... _ •.. , • _..___•__ ..._ ..... _ . _ .. • . __ •11. . • : . • • . • •;: •••31' ••••• .171:• .1i :1 • 11 ;•;.; , • •,. ! • • • • II; 1' ' • cu 111 CO 0' z 0 (/) uJ _J F- LL1 (1) (r) • . u (r) CD 0' co 4:3 ‘0 C\41 LL TEL. (206) 622-6545 REV. BY: NVI DESCRIPTION • • SHOP DRAWINGS FOR A.H.J ".• • • • • . • , . . I • , .• " co IL). a <1 'n • . -....., , • ' ci. 9 < <<<< CC J (ALE: 1/8"= 11 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/01/08 BACKROUND PLAN PROVIDED BY RISER DIAGRAM VOLTAGE DROP CALCULATION Coe right 2006 b Guardian Securit S stems, Inc. All R' hts Reserved' 0B NUMBER:54513 SHEET FA -04 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: H & M 867 Southcenter Mall Permit No.: 08-S-188 Date: May 14, 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'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. VICINITY MAP (Suite# 867) SCALE: NTS General Notes (G) (20) 20.3 6'-916 /-14 8'-61h 5'-916 -214 10'-816 1'-2% 5'-43/4 H&M Remote Area: Sales Area 1st Level CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 110 Fe DENSITY .20 GPM / Ft' for 1035 Ft' SPRINKLER Reliable Model Varies ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 414.59 GPM (d1 87.387 PSI • At time of Design 16'-0" CLG.=31.00%AREA REDUCTION MIN. RE OTE AREA IZE: 1,0851 ? OdinrzGr . upI• Oi)8pm/ 2 or104198j 0'-2 ,- - -C OF SPRINKLERS N LOWER CEI411:°° 103 • .,,Awl■{,,...,.,,,.� ----- � L---- 1o'�o 11 • 20 JQ 4 - 13'7"AFF /2-2) (2-3) 2'-3% / .6X31 (0 i'< tir Ir IA Q � W11X26 VV WALL BETWEEN UPPER AND LOWER CEILINGS ------ =-=+0'__ 1. Western States Fire Protection to add new pendent heads new u r�ight 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 all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system onj in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. ZONE T9 RISER (2ND LEVEL) 4 4 ZONE T4 RISER-� (1ST LEVEL) EAST RISER DETAIL HYDRAULIC REFERENCE ONLY Scale: NTS Co P1 p' -9i 1\116)'<26 VV16 0 11 V 1 E;1X311 JQ EXISTING ZONE T4 MAIN ---- FLOATING CEILING LINE ---- WALL BETWEEN UPPER AND LOWER CEILINGS ---- 2'-10.. 1 0'-916 mas sae W16,;(.3 0 I r .31 33/ min Isa um bag eb +a" JQ 4'-4- JQ ala V SdISMIc SEPARATION -SEE SERVICE AREA TYPICAL FLEXABLE SPRINKLER CONNECTION. FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID tlMR�•11 HEAD SPRINKLER HEAD CEILING TILE - WATER CURTAIN ' L CLOSET I (UNDER ESCOLATOR) o' i�0, yarsa lam otek4ma akt tali> '. CALCS FOR LOSS _ _._...• 18 -0' A.F.F. FITTING ROOM Q X10'-2" A.F.FT1 NO FULL -HEIGHT WALLS W 1t FLEXHEAD ATTACHED DIRECTLY - TO BRANCHLINE IN THIS AREA ljV ` 6.<31 J.8 (;) /,3'-1116/ 8'-61 5'-916 / 4'-1116/ 5'-016 4'-6 , 8'-1116 19'-916 8'-61/4 1' 5'-8 / 6'-4 8'-2 14'-3 / H & M 1ST LEVEL FIRE PROTECTION 1/8"=1'-0" 0 2 4 8 FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING BRACE PIPE 3I8• KWIK BOLT (21N' EMBED LENGTH) F10.1000 --_ "FAST CLAMP" \\\ SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE REMOTE AREA 11.2.3.2.3.1 Where sprinklers, are used basis, the system indicated in Figure y-axis m 40 REDUCTION listed throughout area of 11.2.3.2.3.1 I PER a system shall when all I NFPA 13 SECTION 11.2.3.2.3.1 sprinklers, including extended coverage quick -response or portion of a system having the same hydraulic design be permitted to be reduced without revising the density as of the following conditions are satisfied: 1 -Wet pipe system 2 -Light hazard or ordinary hazard occupancy 3 -20 -ft (6.1-m) maximum ceiling height 4 -There are no unprotected ceiling Q Eii al 155°F J.8 (;) /,3'-1116/ 8'-61 5'-916 / 4'-1116/ 5'-016 4'-6 , 8'-1116 19'-916 8'-61/4 1' 5'-8 / 6'-4 8'-2 14'-3 / H & M 1ST LEVEL FIRE PROTECTION 1/8"=1'-0" 0 2 4 8 FLEXHEAD DETAIL NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING BRACE PIPE 3I8• KWIK BOLT (21N' EMBED LENGTH) F10.1000 --_ "FAST CLAMP" \\\ SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3l9' KWIK BOLT (21/4• EMBED LENGTH) F10.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT eka NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension Retaining Strap Rounded to Nearest Inch • Hanger No. 12S Top Beam C -Clamp with Retaining Strap (Beam) •1 Steel I -Beam or 1 Bar Joist / Swivel Ring Top Beam C -Clamp with Lock Nut All Thread Rod Pipe Note on Plan: Hanger Number and 'A" Dimension HANGER DETAII, HANGER DETAIL NOT TO SCALE NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE FIG.909 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG. 1000 FAST CLAMP" (g SWAY BRACE ATTACHMENT O LATERAL EARTHQUAKE BRACE Ira NON -THREADED BRACE PIPE TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP" a TOLCO FIG. 907 4 WAY EARTHQUAKE BRACE rya LATERAULONGITUDINAL EARTHQUAKE BRACE FIG.909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE BRACE PIPE LONGITUDINAL EARTHQUAKE BRACE 4r gO NON.THREADED BRACE PIPE EARTHQUAKE BRACING NOT TO SCALE 1 I 0 TE Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Ac( op -Unci:: «L..iiect to errors and omissions whirl co no; �<;;t;•,;e rize violations of adopted standards and r ;:in: n:::s. The re 3ponsihi,i;y for the adequacy ofd , ii ii r sr t. )t;. ily ,,.it1; the designer. Additions, d jl-s:iuiis or i'avislcns tr; these drawings atter this date will void tnie_acc+t ptemce and will require a resubmittal of revis•2d drawings for subsequent approval. Final acccptunce is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 5---1 -0 b By: J`��1 1 TUKWILA FIRE DEPARTMEN" Please call: 575-440Z end give this job No. 08-S- and exact address for shut• down or restoration approval: 227sc,2 OT Cr Weld stamps must t inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. G PA e::'.,r -i " 2008 Tukwila Fire C i et ems CIOD *me Col CD C3 C14 11.1 LI) • m r -I 00 00 V'1 1-1 li4 O 00 Uri0 N 1-1 C r: WESTESF136QF REMOTE AREA 11.2.3.2.3.1 Where sprinklers, are used basis, the system indicated in Figure y-axis m 40 REDUCTION listed throughout area of 11.2.3.2.3.1 quick-r:sponse operaticn O PER a system shall when all I NFPA 13 SECTION 11.2.3.2.3.1 sprinklers, including extended coverage quick -response or portion of a system having the same hydraulic design be permitted to be reduced without revising the density as of the following conditions are satisfied: 1 -Wet pipe system 2 -Light hazard or ordinary hazard occupancy 3 -20 -ft (6.1-m) maximum ceiling height 4 -There are no unprotected ceiling Q Eii LJ. al In r 155°F pockets as allowed by 8.6.7 and 8.8.7 exceeding 32 ft2 $30 S 0 20 Chrome White O{ 3 a- 10 80. Pendent *MEM 10 20 30 Caning height {It) Note: y= 45+ 63 For coifing bolght a 10 ft and ..:0 ft y a --41 * 65 For coiling height a 10 tt, y • A •_ .. _ For mond nova> 20, i...0 For St units, 1 840.31 m. FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3l9' KWIK BOLT (21/4• EMBED LENGTH) F10.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT eka NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension Retaining Strap Rounded to Nearest Inch • Hanger No. 12S Top Beam C -Clamp with Retaining Strap (Beam) •1 Steel I -Beam or 1 Bar Joist / Swivel Ring Top Beam C -Clamp with Lock Nut All Thread Rod Pipe Note on Plan: Hanger Number and 'A" Dimension HANGER DETAII, HANGER DETAIL NOT TO SCALE NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE FIG.909 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG. 1000 FAST CLAMP" (g SWAY BRACE ATTACHMENT O LATERAL EARTHQUAKE BRACE Ira NON -THREADED BRACE PIPE TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP" a TOLCO FIG. 907 4 WAY EARTHQUAKE BRACE rya LATERAULONGITUDINAL EARTHQUAKE BRACE FIG.909 N0 -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE BRACE PIPE LONGITUDINAL EARTHQUAKE BRACE 4r gO NON.THREADED BRACE PIPE EARTHQUAKE BRACING NOT TO SCALE 1 I 0 TE Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Ac( op -Unci:: «L..iiect to errors and omissions whirl co no; �<;;t;•,;e rize violations of adopted standards and r ;:in: n:::s. The re 3ponsihi,i;y for the adequacy ofd , ii ii r sr t. )t;. ily ,,.it1; the designer. Additions, d jl-s:iuiis or i'avislcns tr; these drawings atter this date will void tnie_acc+t ptemce and will require a resubmittal of revis•2d drawings for subsequent approval. Final acccptunce is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 5---1 -0 b By: J`��1 1 TUKWILA FIRE DEPARTMEN" Please call: 575-440Z end give this job No. 08-S- and exact address for shut• down or restoration approval: 227sc,2 OT Cr Weld stamps must t inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. G PA e::'.,r -i " 2008 Tukwila Fire C i et ems CIOD *me Col CD C3 C14 11.1 LI) • m r -I 00 00 V'1 1-1 li4 O 00 Uri0 N 1-1 C r: WESTESF136QF DRAWN BY: Martin Sokulski DATE: 05/12/08 PLOT DATE: 05/12/08-14:02:03 .15 CO CO CO CO CO 1ST LEVEL FIRE PROTECTION CONTRACT NUMBER DRAWING FILE NAME SFP Sprinkler System Level 'Load' Nor th SHEET FP -1 oF SYM., SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL Rel F1 FR SSU Rel G4A Concealor LJ. al In r 155°F Sprinkler Legend Chrome White 01 a Pendent D m ( n 1l (^7 M To I- 0 In IY V (v) Iii CO DESCRIPTION City of Tukwila Review Z 0 Zi3 ix°aaaaCC DATE 05/12/08 DRAWN BY: Martin Sokulski DATE: 05/12/08 PLOT DATE: 05/12/08-14:02:03 .15 CO CO CO CO CO 1ST LEVEL FIRE PROTECTION CONTRACT NUMBER DRAWING FILE NAME SFP Sprinkler System Level 'Load' Nor th SHEET FP -1 oF ENLARGED REFLECTED CEILING PLAN AT STOREFRONT - SECOND LEVEL (A) SCALE : 'AV* = 1 T. t\1EW S •S Et.ITIRy SOFFIT (E> G ,1iJr l3, CE 1-1 NCS. 7, Q EXISTING R.T. S. I(51) fI- cX DROP To (e) c .o c. PEN l) . 21 NEW T/Go RF --a. `72 WkT-C_ONICEAL ED STD, REST ONSE 55° 5UPPL4 DROP PRO tA �4 3NJ5 b LEGEND v ® EXIST. COi,ICEALED PENDENT SPRINKLER NEW. TYco RF-LE_VAT, ciDkCEALGD PayDEI4T 5.6 STbr REsPc N5E tqco Fire Suppression & Building Products Tethered Senior: Tel: (800) 387-5372 / Fac (850)7514600 Smell: awhueretyoofpoon Ser/es, RFlI — 556 K -factor "Royal Flush II" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General Description ThelyceSwlsa RFD Oukk Response )3 -mm bulb) and Standard Reposes (F5 -mm bum). 5.6 K-Faotw, Rpopyyadl eh 0• Conceded Peat Spdn- idem an dio 8v• sprt0a.re featur- ing a flat corer plate designed to MAW and Ills sprinkler. These .54,04 rs are optimal for wohilectundy senellhe w eta soca ea hotel lobbies, office txdld- Inge, ohur0 91, and restaurants. Each sprinkler Includes a Cover Plate/ Retainer Assembly Support Cup Assembly. The The uSprinkler/ . - bre, two-pleos assembly design pro- vides the fo5owing benefits: • Allows Installation d the Sprinklers and pressure testing of the the pro - maim waren prior to Incidedm of a milling or Noplioe• ton off a8N ria suspended coating to a fixed txmq. • Permits the removal of osspended refiin8 Pared for access to building sang= agdpmers without having to fined shut down the fire protection ,*alarm and remove sprinklers. • Provides for 1/2 Inch (12.7 mm) N vertical adjustment to diow a mea- sure of flexibility In determining the MIRed piping to cut for the drops. IMPORTANT Arwaw refer to Techni05 Den Sherd TFP700 for are 'INSTALLER WARNING" Mat provides cautions with respect to haMlIng end Instal- lation of sprinkler systems end onto polanda. improper handling and In. staltetton can permenenby clamor 'sprinkler system or Its components and rouse the sprinkler to hell to operate in a fire situation or tee to operatepremaNrey. Page 1 et 6 The Series RFI8 Sprinklers um Napped whm a D5pceable Protective Cap. The Protective Cap is tempore,Sy removed during Installation and replaced to help proud 07 15the a hnideTrhduring „crania: tecthre09ap can iahola center of the egging hole into board or ting leu by gaily push- ing the c08,g product againstru When et the Pro- tective to tive Cep. enaemp installation Is complete, the Protective Cap le m- eowed and the Cover Plate/Retake, Assent** Metaled. As en option, the BerkeRo(IyNStandard ConcealedPendentrnm tSSprinklers can be fated with a silicone Air end Dunt Sed. (Rehr to F1gum 6.) The At and Dust Seal le funded kr sensitive mem when k Is desirable to prevent at and dust from 8e area above the ceiling to peas though the cover plate. The Sties RRI Concealed Pendent Sprinklers described herein must be Installed and maintained In com5/,ance with MIS document and wait the epp/l- eebie standards of the Nations! I9re Protection Association. k, addfaon to Me standards of any authorities having M4dkrbn. Failure to do so may impair the performance of trona device. The owner Is responsible ler maintain- ing (Ask 6nproection system and de- vices In proper operedng condition. The Instating contractor or sprinkler manufacturer should be contacted with nYQuestions, OCTOBER 2009 Sprinkler Identification Number (SIN) TY3531 — 9 mm bulb TY3501 — 5 mm bulb TFP161 Page 2 016 Technical Data B9AnIder Approvals thDecApprovals apply tyry on its ndted in the sig Cri- teria emotion. • TY3531 (3 -mm Bulb) Is UL Listed, C -UL Lleted. (PCB Approved (FIM No. 084x/10), VdS APpmved (Can Vitale No. 0 4000007), and NYC Approved (MEA 353.01-E) se Oubk Rowena • TY3531 (3rmn Bulb) Is FM Ap- proved as Standard Response. Factory Mutual does not approve and concealed spr1Ndere for Wick response. • TY3551 (6-rnm Bulb) le UL Listed, ACp-UUL Limned, FM Approved. LPCB NYC Appcf n (MEA 353-01):E) u Mended Response. Apeod aCb-UoLAhlsadndf1:4'" 8md me rt Steeled Re5Poea Concealed Sprfnkfar(IY3561). MattraanWarkI Pressure Maximum 250 pal (17,9 bar)) by UL C -UL, and NYC Maximum 175 pal (12,1 bar) by FM, Vats, and I.PCB • atktB 1658 sprRktwith 7 15/ 138•F/69•C Plate 2001F/83'C spdnider with 165•F/74•C Plate Dlecherge Coefficient K. 5.5 GPM/peal+ (80,0 LPM/bervi) nt 112 etch (12,7 mm) Finishes See the Ordering Procedure mogul". Physical Charm -tanagers Frame Bronze suWppport Cup... Chrome Plated Steel Gutds Phu Station Steel 080507or Bronze Compression Screw Bross Bulb Gloss Cap Bronze or Ccpper Sealing Assembly Beryllium Nickel w/ Mont Cover Plate Brass Retainer ss Election Spring Stainless Steel r puPom R.o.hw.d Tr.enn.n FIGURE f MODEL RRI CONCEALED SPRINKLER ASSEMBLY Design Criteria The Tyco* Series RR! Concealed Pen- dent Spdrddsyoaeteare keened for fire protectiac- cordance with acme stand rd ed 4e d ration rule recognized by the appli- cable Ueting or Approval agency; for example, UL m tlmm ng Is based on NFPA ex (3.4001. Approval ls based on the CEAFor more Information on LPC8 and Vats Approved. contact Tyco Fin Sup - Mahon & Building Products at the following office: Enschede, Netherlands Telephone: 31-53.428.4444 Fax 31.53-428.3377 The Series RFlI Concealed Pendent SprhWare are only Hated and approved atm the Sena R911 Concealed Cover Rates having a factory applied finish. MEDI Its not use the Series RR/ M applica- tions where the dr pressure above the ceiling BarnetxMen t e!WNow.. Down drafts through the Spreader/Support Cup Assembly can delay sprinkler op- eration M a fire a/Nation. LANDLORD: WESTFIELD, LLC 2800 SOUTHCENTER SEATTLE, WA 98188 TEL: (206) 802-6070 CONTACT: J. SCOTT PRIESTER EMAIL: spriester©us.westfield.com TENANT: H&M, HENNES & MAURITZ, LP 8570 WEST SUNSET BOULEVARD, SUITE 6.2 WEST HOLLYWOOD, CA 90069 TEL: (201) 936-8639 FAX: (310) 657-4153 CONTACT: ENZO CAMINOTTI EMAIL: enzo.caminotti@hm.com ARCHITECT: DH ARCHITECT 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL: (510) 865-8663 FAX: (510) 865-1611 CONTACT: AJ TAJIMA / JOANNA WONG EMAIL: aj@mbharch.com / joanna mbharch.com ELECTRICAL THORSON BABER & ASSOCIATES, INC. ENGINEER: 3030 WEST STREETSBORO ROAD RICHFIELD, OHIO 44286 TEL: (330) 659-7799 FAX: (330) 659-6675 CONTACT: BRYAN MELVIN EMAIL: bmelvin thorsonbaker.com BUILDING CITY OF TUKWILA, DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT: 6300 SOUTHCENTER BOULEVARD, #100 TUKWILA, WASHINGTON 98188 TEL: (206) 431-3678 FAX: (206) 431-3665 CONTACT: DAVE LARSON EMAIL: DLARSONckCI.TUKWILA.WA.US FIRE TUKWILA FIRE DEPARTMENT HEADQUARTERS, STATION 51 DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TEL: (206) 575-4407 FAX: (206) 575-4439 CONTACT: AL METZLER EMAIL: AMETZLEROCI.TUKWILA.WA.US AC 7.1 Without Comments o As Noted in Red D Per The Attached Letter These plans have been reviewed by Tne Tukwila Fire Prevention Bureau for cc:orrnance with current City standards. Accep` ric is subject to errors and Omissions which do rot uthorize violations of adopted andards and ^;rdFl;.s,. Tial resQ:1-lsibilicy for the iequacy of design rests totdiiy with the designer. •editions, deletions or revisions to these (irawings after Is date will vo.td ti•r accept eek Id viii require a ':,ubmittai of revised drawings for subsequent approval. Mal acceptance is s! )b;e :t to field test and inspection by Tukwila Fir Prevention Bureau. I I 11Ntepp: w27-/ ( By 3Y TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 1/ - and exact address for shut - :/own or restoration approl,;3l. MAPRJES'�.. t S4th :fit 5 152nd PI 0 S 154th 5t S 153rd St• 53rd Ave S Pr q Tukwila •, Park Brander S 166th Ln - yr (a t8 © 2008 MapQuest Inc VICINITY MAP Treck Dr Map Dati t / 2008 NAVTEQ or TeleAtlas H&M 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 829,-5' SETBACK/PROPERTY UNE 53,3'-5" CO CO • I • :- i SETBACK/PROPERTY LINE 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 (E) WHEELCHAIR ACCESSIBLE PARKING — N.I.C. SITE PLAN NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR H & M Retail 867 Southcenter Mall. Tukwila, WA pa,D SEP 27 2 TUKWILA of ,s, , DATE:9I2k1tt DRAWN: JPi SCALE: AS SHOWN )11 FIRE