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PP - 637 SOUTHCENTER MALL - BEBE - PERMITS AND PLANS
637 SOUTHCENTER MALL ASSOCIATED PERMITS 19-F-196 08-F-250 19-S-175 08-S-239 4,401444 SITE LOCATION CITY OF TUFA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 4202 47- Oof 0 Site Address: (D 3? So �'� l e A.-tge-C Mak \ Suite Number: 1530 Floor: Tenant Name: ('(\ t7 r f Property Owner's Name: LJ; r) a; (- IZO ci a m C o- w e s-Vc i e t A Mailing Address: 9405 O l c� Dc(.t. j 1► Gk r S (e C1 S(,(0 ((: 'e l L �a 0077 City State Zip New Tenant? ®- Yes Q - No CONTACT PERSON -if there are questions about the submittal. Name: C r15 i e. D j 1 a n d Day Telephone: I? 6 6 9 Company Name: ( Cc "(1 V ire e Pro -k G /1.0 Mailing Address: ea B 0 X (Z) 13 (Yl; (( G ree,1,4 City E-mail Address: (( (, k C (1. % , (6 m Fax Number Contractor's City of Tukwila NICET III number: 17 614 - 10 C ( ( (7 Business License number: LJ State Zip fL)S- 046i 5S CZ. Total number of new/relocated devices or sprinkler heads: 3% re 10 G Q4e. i Valuation of Project (contractor's bid price): $ -7 2.. 0 0 Scope of Work (please provide detailed information): (>r- -I4-e 4-eNunk ►m p rcierrcr 4 - PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR, WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PAUU BUILDING OWNER OR AUTHORIZED AGENT: Signature: a:...,,T,,...o. Cri s i -i e /fl 0.11 a rl J MO 2 .' 2319 TUKWILA FIRE n.... To1o.a..,.,a. Date: g126 / i yar 36I 4,465 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 PAID FIRE PROTECTION SYSTEMS PERMIT APPLICATION 201 Applications and plans must be complete in order to be accepted for plan revievTUK MLA FIRE **PLEASE PRINT** King Co. Assessor's Tax No.0C4d100 ( r) Site Address: W3-1 'S1)(_..kk \ .Pu\' J( 1..krt yI "P Suite Number: 530 Floor: Tenant Name: 1\10'(OM- Property P V Q Property Owner's Name: C� O D\ cv,y-0 —Tex sC1 � )C _ Mailing Addres, ) �k � New Tenant? ❑ - Yes K] - No City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 'Q>Q:O�ii y �1(\41 l' Day Telephone(a101 (Q)( Q l -37S p Company Name: RU .ii VLA. 1)QC:L X 1- ` 12Ay4PXYY5 Mailing Address: n `-vb \ IC V e . h ` J �^lp - k{y q ()6t* City State Zip E-mail AddressC k 'r kAif CL►AVj?CI �� l4' .CO rY\ Fax Number: ff VV Contractor's City of Tukwil� NICET III number: Business License number: a (Ca g`4' Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ lel (CO L Scope of Work (please provide detailed information): 1( Q. D i C ( hl )hAQar m 1 ,kb/`Q �l Oso((x0\1W , Vrkunr, C PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW_ ER OR AUTHORIZED AGENT: C Signature 1 t a e+Q Print NameC Q >� vk INV\ Plan Permit App.doc 8/22/14 Date: nN,2rj 1 t Day Telephone:( CO( )ST TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: BeBe 637 Southcenter Mall FC -02 Permit No.: 08-S-239 Date: May 29, 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 '/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Morphe 637 Southcenter Mall Permit No.: 19-S-175 Date: September 9, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 21/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • Weld stamps shall be inspected on the ground, before the pipe is hung. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. 111 Hydraulic Summary 1 Job Number: KS0401 Report Description: Ordinary Group II Job'. Job Number KSO401 Design Engineer Adam Kanter Job Name BeBe State Certification/License Number WESTESF136QF Address 1 637 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Tukwila Wa Zip Code 98188 Drawing Name FP-1.cad System .4 Remote Area(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 0.20gpm/ft2 Area of Application 947.00ft2 (Actual 947.68ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 130.00ft2 ote e0 11 fw A,. , /ii C�Oq tis m ,`Z 1iT �L9 Total Hose Streams' 250.00 Allowance)I ystem Fow emand Total Water Required (Including Hose 372.0622.09_is :190 aximum Pressure Unbalance In Loops 0.000 ' �• Maximum Velocity Above Grountl� 26.24 between nodes 116 and 61 Maximum Velocity Under Ground 1.41 between nodes 1 and 389 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2399.94ga1 0.75ft' Supplies - Hose Flow Static Residual Node (gpm) (psi) (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required • Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.399 622.09 86.845 52.555 Contractor Contractor Number KSO401 Contact Name Adam Kantner Contact Title Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 Zip Code 98052 E-mail City State Redmond WA Web -Site ©M.E.P.CAD, Inc. i AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:28AM Page 1 Summary Of Outflowing Devices Job Number: KSO401 Report Description: Ordinary Group II ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:36AM Page 2 Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 102 26.01 26.00 5.6 21.578 Sprinkler 111 34.73 26.00 5.6 38.471 Sprinkler 108 33.75 26.00 5.6 36.329 c> Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 107 33.25 26.00 5.6 35.251 Sprinkler 103 27.20 26.00 5.6 23.598 Sprinkler 110 34.47 26.00 5.6 37.889 Sprinkler 109 34.35 26.00 5.6 37.635 Sprinkler 104 28.11 26.00 5.6 25.188 Sprinkler 112 35.03 26.00 5.6 39.139 Sprinkler 105 28.12 26.00 I 5.6 25.217 Sprinkler 106 31.05 26.00 5.6 30.752 a> Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:36AM Page 2 Node Analysis I Job Number: KSO401 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 13 14-6 E(2-0) E(2-0) 28.448 48.177 19 14-6 22 14-6 E(2-0) 47.694 25 14-6 14-6 P0(5-0) P0(5=0) 28.554 47.832 32 34 14-6 P0(5-0) P0(5-0) 29.014 48.513 37 14-6 41 14-6 P0(5-0) 48.651 43 14-6 P0(5-0) P0(5-0) 31.076 50.119 44 14-6 54 14-6 P0(5-0) 34.035 61 14-6 , P0(5-0) 38.281 116 14-6 2P0(8-0) 2P0(8-0) 68.537 68.410 124 14-6 118 14-6 14-2 2P0(8-0) 68.376 73.088 174 334 1-11 79.657 389 5-8 , BFP(-4.500) P0(37-8%) 82.565 79.589 398 1-11 ; 102 14-6 Spr(-21.578) 21.578 26.01 111 12-0 Spr(-38.471) 38.471 34.73 108 14-6 Spr(-36.329) 36.329 33.75 101 9-6 Spr(-21.556) Spr(-35.251 Spr(-23.598) 21.556 26.00 107 9-6 35.251 33.25 103 9-6 23.598 27.20 110 12-0 Spr(-37.889) 37.889 34.47 109 9-6 pr( -37.635) pr( -25.188) 37.635 25.188 34.35 104 9-6 28.11 112 12-0 Spl(1.39.139) 39.139 35.03 105 9-6 9-6 Spr(-25.217) Spr(-30.752) 25.217 28.12 106 30.752 31.05 , 1 -4-0 S 86.845 372.09 ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/20/2008 8:17:41AM Page 3 1 f Hydraulic Analysis _ Job Number: KS0401 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length v Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211435 32-3'% Pf 9.152 101 9-6 q=26.00 K=5.6 21.556 Spr(-21.556) 11-0 Pe -2.155 25 14-6 28.554 3E(2-0), P0(5-0) 43-3% Pv BL 1.610 Q=52.01 8.20 C=120 0.094671 4-10% Pf 0.461 25 14-6 28.554 Pe 34 14-6 29.014 4-10Yz Pv BL 1.610 0=79.22 12.48 C=120 0.206167 10-0 Pf 2.062 34 14-6 29.014 Pe 43 14-6 31.076 10-0 Pv BL 1.610 0=107.32 16.91 C=120 0.361561 8-2 Pf 2.959 43 14-6 31.076 Pe 54 14-6 34.035 8-2 Pv BL 1.610 0=135.44 21.34 C=120 0.556109 7-7% Pf 4.246 54 14-6 34.035 Pe 61 14-6 38.281 7-7% Pv BL 1.610 Q=166.50 26.24 C=120 0.814732 29-1% Pf 30.256 61 14-6 38.281 8-0 Pe 116 14-6 68.537 P0(8-0) 37-1% Pv CM 4.260 0=372.09 8.38 C=120 0.031560 122-3% Pf 4.406 116 14-6 68.537 17-4 Pe 0.145 174 14-2 73.088 2Ee2(5-3), fE(6-9%) 139-7% Pv CM 6.357 Q=372.09 3.76 C=120 0.004493 111-5 Pf 1.194 174 14-2 73.088 154-4 Pe 5.307 398 1-11 79.589 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9%), P0(37-8%) FM 8.329 Q=372.09 2.19 C=120 0.001205 24-8% Pf 0.068 398 1-11 79.589 32-0 Pe 0.000 334 1-11 79.657 2fE(16-0) 56-8% Pv MS 10.020 Q=372.09 1.51 C=120 0.000490 20-2 Pf 4.543 334 1-11 79.657 67-0 Pe -1.635 389 5-8 82.565 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 0=372.09 1.41 C=140 0.000307 113-1 Pf 0.080 389 5-8 82.565 146-8 Pe 4.200 1 -4-0 86.845 3LtE(25-6), E(35-1), 2EE(17-6%), 259-9%Pv S a. Route 2 DR 1.049 Q=26.01 9.66 C=120 0.211632 26-5 Pf 6.857 102 14-6 q=26.01 K=5.6 21.578 Spr(-21.578) 6-0 Pe 0.013 13 14-6 28.448 3E(2-0) 32-5 Pv BL 1.610 Q=26.01 4.10 C=120 0.026273 4-0'% Pf 0.106 13 14-6 28.448 Pe 25 14-6 28.554 4-0'% Pv GI Route 3 DR 1.049 0=27.20 10.10 C=120 0.229894 27-11% Pf 7.580 103 9-6 q=27.20 K=5.6 23.598 Spr(-23.598) 5-0 Pe -2.164 34 14-6 29.014 P0(5-0) 32-11% Pv Route 4 DR 1.049 0=28.11 10.43 C=120 0.244190 • 27-11% Pf 8.052 104 9-6 q=28.11 K=5.6 25.188 Spr(-25.188) 5-0 Pe -2.164 43 14-6 31.076 P0(5-0) 32-11% Pv Route 5 DR 1.049 0=28.12 10.44 C=120 0.244453 33-10% Pf 10.973 105 9-6 q=28.12 K=5.6 25.217 Spr(-25.217) 11-0 Pe -2.155 54 14-6 34.035 3E(2-0), P0(5-0) 44-10% Pv law Route 6 DR 1.049 0=31.05 11.53 C=120 0.293702 27-11% Pf 9.684 106 9-6 q=31.05 K=5.6 30.752 Spr(-30.752) 5-0 Pe -2.155 61 14-6 38.281 P0(5-0) 32-11% Pv Route 7 DR 1.049 0=33.25 12.34 C=120 0.333240 33-2% Pf 14.736 107 9-6 q=33.25 K=5.6 35.251 Spr(-35.251) 11-0 Pe -2.155 32 14-6 47.832 3E(2-0), P0(5-0) 44-2% Pv BL 1.610 0=67.00 10.56 C=120 0.151241 5-5 Pf 0.819 32 14-6 47.832 Pe 41 14-6 48.651 5-5 Pv BL 1.610 0=101.36 15.97 C=120 0.325263 52-7% Pf 19.725 41 14-6 48.651 8-0 Pe 118 14-6 68.376 P0(8-0) 60-7% Pv CM 4.260 0=101.36 2.28 C=120 0.002846 12-0 Pf 0.034 118 14-6 68.376 Pe 124 14-6 68.410 12-0 Pv k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:45AM Page 4 inHydraulic Analysis Job Number: KSO401 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge K -Factor Upstream CM 4.260 Q=205.59 4.63 C=120 0.010532 12-0 Pf 0.126 Pe 12-0 Pv 124 14-6 116 14-6 68.410 68.537 v Route 8 DR 1.049 Q=33.75 12.53 C=120 0.342655 _ 27-1% Pf 11.353 6-0 Pe 0.013 33-1'% Pv 108 14-6 q=33.75 K=5.6 22 14-6 36.329 47.694 Spr(-36.329) 3E(2-0) BL 1.610 Q=33.75 5.32 C=120 0.042539 3-3 Pf 0.138 22 14-6 32 14-6 47.694 47.832 Pe 3-3 Pv ap Route 9 DR 1.049 Q=34.35 12.75 C=120 0.354035 28-2% Pf 13.171 109 9-6 q=34.35 K=5.6 41 14-6 37.635 48.651 Spr(-37.635) 2E(2-0), P0(5-0) 9-0 Pe -2.155 37-2'% Pv v Route 10 DR 1.049 Q=34.47 12.80 C=120 0.356248 25-10 Pf 11.695 110 12-0 q=34.47 K=5.6 37 14-6 37.889 48.513 Spr(-37.889) E(2-0), P0(5-0) 7-0 Pe -1.071 32-10 Pv BL 1.610 Q=69.20 10.91 C=120 0.160568 _ 10-0 Pf 1.606 Pe 10-0 Pv 37 14-6 44 14-6 48.513 50.119 BL 1.610 Q=104.24 16.43 C=120 0.342581 45-4% Pf 18.292 8-0 Pe 53-4% Pv 44 14-6 124 14-6 50.119 68.410 P0(8-0) oai Route 11 DR 1.049 Q=34.73 12.89 C=120 38.471 48.177 0.361303 25-10 Pf 10.777 4-0 Pe -1.071 29-10 Pv 111 12-0 q=34.73 K=5.6 19 14-6 Spr(-38.471) 2E(2-0) BL 1.610 Q=34.73 5.47 C=120 0.044855 7-6 Pf 0.336 Pe 7-6 Pv 19 14-6 37 14-6 48.177 48.513 ao Route 12 DR 1.049 Q=35.03 13.01 C=120 0.367101 _ 25-10 Pf 12.051 7-0 Pe -1.071 32-10 Pv 112 12-0 q=35.03 K=5.6 44 14-6 39.139 50.119 Spr(-39.139) E(2-0), P0(5-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ■ C Value Multiplier Actual Inside Diameter 4.87 ) Value Of C .100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 = Factor ( Schedule 40 Steel Pipe Inside Diameter k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:45AM Page 5 1 • 8111 Hydraulic Analysis Job Number: KS0401 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity Downstream Elevation Upstream HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legend ` Units Legend Length Pressure Eq. Length Summary Total Length Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points 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 22% Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Ruh U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:45AM Page 6 �A, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:56AM Page 7 ii: I' Hydraulic Graph Job Number: KS041 Report Description: Ordinary Group Supply at Node 1 150 135 :Static Pressure 140.00 120 105 90 .N a 112- 75 622.09 —372.09 with hose @ 86.845 streams a N Co a) a` 60 45 System demand 30 curve 15 10900.00 @ 20.000_ 0 7111.111111111 111111111 1 1 1111 11 I 1 1 1 1 1 1 1 1 1 Ili 1 I I I I I II 1 I III 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.399 @ 622.09 System Demand 372.09 @ 86.845 System Demand (Including Hose Allowance) 622.09 @ 86.845 �A, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:56AM Page 7 Flow Diagram (Top View) Job Number: KSO401 Report Description: Ordinary Group ii d[� © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:18:00AM Page 8 lir Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance +•!,`: current City standards. Acceptance is subject to ei-rors and omissions which do not authorize of adopted -.andards and ordinances. The resoons ciiiw f r the adequacy of design re.sts totally wii:i° designer. Additions, deletions or re iSions to there drawings _f ce; this date will void th!� ccceptance and ec ulre a resubmittal of revised OrFWirnr:' approval. Final acceptance is st.;o;Yact to field test and Inspection by The Tukwila Firs Prevent or: Bureau. Date: [ O^ I S- T c\ By: 5 I Fire Permit Number 161-F-I�� To schedule i� �speciions call 206-575-4407 MORPHS T.I. FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET NUMBER SHEET TITLE FA -01 SYSTEM INFORMATION FA -02 TYPICAL WIRING AND MOUNTING DETAILS FA -03 SYSTEM CALCULATIONS,RISER DIAGRAM & FIRE ALARM PLAN SHEET INDEX INSTALL FIVE(5) NEW SPEAKER/STROBES, STROBES DUCT DETECTOR, RELAY MODULE, AND TEST SWITCH TO THE EXISTING FIRE ALARM .SYSTEM. SCOPE OF WORK WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) C' STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPLP RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPLP RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPLP RED (JACKET) V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPLP RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPLP RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/8" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 0.D. .0467 .210 0.D. .0346 .156 O.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL NCH NCH NCH NCH NCH INCH 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 FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED 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 IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g, FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF ARE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES 1S 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 FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. 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 IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. WIRE DESIGNATION NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 Fl) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 2 3 1 5 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT 1-2 DUCT SMOKE I D DETECTOR FDBZ492-HR W/ HFP-11 DET. SIEMENS DUCT HOUSING VERIFY IN FIELD TSM DUCT DETECTOR TEST SWITCH TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -R INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM STROBE ZR -MC -CW SIEMENS 4S BOX CEILING g FIRE ALARM U SPEAKER STROBE SET -MC -CW SIEMENS 4S BOX CEILING TENANT J -BOX F.B.O. F.B.O. VERIFY IN FIELD END -OF -UNE RESISTOR A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A EX EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPUCABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A SYMBOLS LEGEND MORPHE 1530 LOCATION OF LANDLORD'S ELECTRICAL ROOM (125 FT) SPACE # 1530 4;1,27163 ;, I .0 L Y ry EXPRES 09/31/2020 c (13444 1:4 cc 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: RBC DESCRIPTION SHOP DRAWINGS DATE o) r 00 a) 0 Z 0 F <03 2>comoo 0 N } N co W W ��z o Lu c=n CC WD LLU O co O= N �CALE: NOT TO SCALE DRAWN BY: R. CRUZ DESIGNED BY: T. QUAALE DATE: 09/18/19 BACKROUND PLAN PROVIDED BY GENERAL NOTES MALL KEY PLAN 10B NUMBER: 47913-1 SHEET Proprietary & Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved \ FA -0 w cc 5 FROM EXISTING POWER SUPPLY FROM OTHER EXISTING SPEAKERS (V' CABLE) RETURN TO THE DEVICE SPEAKER CIRCUIT C (+) ( ) STROBE STROBE SPEAKER (+) t�) t+) (—) STROBE SPEAKER fl (+) (—) STROBE SPEAKER (+) (-) TO NEXT DEVICE OR END OF LINE TYPICAL SPEAKER STROBE & STROBE WIRING DETAIL 111E WCT SIIOXE DEIEC1C* mow SHOULD OE *STALLED Cl A CORDAWE MTh IPPA 72. NE PREFERRED DETAIL LOCA1MON OF NE HOMO IS Cl A LOOM OF S1RALGHT DUCT AT LEAST SX DUCT WINS FEN AMY WM OR 011ER mum= AS MATED. NOM FOR ADOBOIUL woman SEE PRODUCT TML TUBE OUTLET SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT VIDTHS FRDN BEND DUCT DETECTOR MOUNTING DETAIL FROM PREVIOUS ADDRESSABLE DEVICE TB1 13 00 NO COM NC TO FAN SHUTDOWN 00 EOLR 470 SWITCH+� � INPUT LED TSM -1 TO NEXT ADDRESSABLE DEVICE 0 0 0 bioe HTRI-R 0 TYPICAL DUCT DETECTOR/HTRI-R MODULE/TSM-1 SWITCH WIRING DETAIL CEILING TILE SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1 /2" EXTENSION CEILING MOUNTED SPEAKER SPEAKER MOUNTING DIAGRAM (DROP CEILING) TYPICAL WIRING AND MOUNTING DETAILS CEIUNG TILE SUPPORT BRIDGE 4S BOX CEIUNG STROBE HARD LID CEIUNG HARD UD - CEIUNG STROBE MOUNTING DIAGRAM (DROP CEILING) SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER SPEAKER MOUNTING DIAGRAM (HARD LID) SUPPORT BRIDGE 4S BOX CEILING STROBE STROBE MOUNTING DIAGRAM (HARD LID) TYPICAL SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: RBC DESCRIPTION SHOP DRAWINGS DATE 09/18/19 O z /VI/I/I/1/ V\I\f\ _! W 0 V z 17- < co 00 • cc 1-7) P- 0 Tj wz 12 LL cc wc=n O< 1E2 0" 00 CC _I dC 0 �CALE: NOT TO SCALE' DRAWN BY: R. CRUZ DESIGNED BY: T. QUAALE DATE: 09/18/19 BACKROUND PLAN PROVIDED BY: \OB NUNBER:47913-1_i ( SHEET Proprietary & Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved FA -02 O2 ,_/ A B C D E F G H I J K FIRE ALARM BOOSTER Project: WSCM MORPHE T.I. Panel: (EXISTING) BP SI PAD Date: September 19, 2019 ModuleiDevice POWER -3 REMOTE Qty y SUPPLY BOOSTER Standby (mA) BATTERY POWER Total Standby (mA) CALCULATION SUPPLY Alarm (mA) Total Alarm (mA) Power Module 1 30 30 0 30 30 0 TOTAL FIRE ALARM POWER SUPPLY 30 30 Auxiliary Device Current 0 0 Notification Appliance Load (Max_ Total! mA) 0 802 Tota i(A)= 30 Total(B)= 832 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 30 832 Total current ratings converted to amperes (line D x _001) 0.03 0.832 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5)_ 24 Multiply lines E and F Total Standby AH 0.72 Alarm sounding period in hours (5 mins+ _0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.0693056 Add lines G and I Total Standby and Alarm AH 0.7893056 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 0.94716672 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 *** RECOMMENDED MINIMUM BATTERY SIZE = 12VDC 7.0 AMP -HOUR *** Notification Appliance Circuit Detail PROJECT: WSCM MORPHE T.I. Panel: (EXISTING) BPS1 PAD -3 REMOTE BOOSTER POWER SUF Wire Resistance 2.58 Date: September 19, 2019 CURRENT TOTAL= 802.00 0 SET -MC -CW @15cd 3 SET -MC -CW @30cd 2 SET -MC -CW @75cd ZR -MC -CW @95cd 1 ZR -MC -CW @15cd ZR -MC -CW @30cd DEVICES 6 69 111 200 264 111 TOTAL mA= Total Wire Resistance ( R ) Total Device Load, Amps (I Voltage Drop ( E ) EOL Voltage 0 333 400 0 69 0 302 14 140 23.42 (WL *2)*(Rift) (Total Cct Load) (E=I*R) 24-E) 802 0.72 0.80 0.58 23.42 PROJECT: Panel: Date: Notification Appliance Circuit Detail - WSCM MORPHE T.I. SPEAKER CIRCUIT -LEVEL 1 September 19, 2019 VO CE ADD-ONS Wire Resistance 4.016 CURRENT TOTAL=: 24.78 3 SET -MC -CW @114-W 2 ' SET -MC -CW @1i2 -1N E90 -W @1-W E90 -W @2-W DEVICES 5 3.54 7.08 14.14 28.29 TOTAL mA= Total Wire Resistance ( R ) Total Device Load, Amps (I) Voltage Drop (E ) EOL Voltage 10.62 14.16 0 0 24.78 16 24.00 (WL'`2)*(Rift) (Total Cct Load) (E= I * R) 24 - E) 24.78 0.00 0.02 0.00 24.00 App ADO iS Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 0.0022 0.0022 0.0023 0.005 FDBZ492-HR 2 0.0635 0.0635 0.064 0.128 HIRI MODULE 0.009600 0.0096 0.021 0.063 0.0731 Amps 0.191 Amps SYSTEM CALCULATIONS (1.8; (TENANT J- BOX) S1-1 15Cd RISER DIAGRAM -17 '(•..•t.Ti;;IC 1 i ,ASE :_::E TO .e:uE (:0.t S1-2 30Cd V1-1 S1-3 30Cd V1-2 Sy _ S.yyg� S1-4 30Cd V1-3 S1-5 75Cd V1-4 EOL S1 S1-6 75Cd V1-5 iW 2 FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, RELAY MODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. ]:'-a 3.1. G.8 n> •C-. _, __. e,,f- �.. COL TEACE UNE TtJ`'1'ENANiri L> ij - t -L,,.;-.., xaeu6a.cxa+r. !j ,� + ,f { F _i+ { ' '"t;?; ----<`I i I), I N fi: S,V S1-5 75Cd V1-4 iw S1-6 75Cd V1-5 iW EOL S1 S1-3 30Cd V1-2 30Cd V1-3 iW S,V 1 H 23 •12 3'-33,7 (F.v -(c 23-27 a5C 4!,::5,.27, 3,.w. 1.1 F. .:TO COI... ..,.` 5 312 %%TY, 3, 3, _ ;3151 FESIOW,1 (Eiji? (0L CL IO i :EA^E UNE 1.8 _:SE 1, ;IAA LSF ,',15.!,A33121 Ti1.1A;T(5lil 11.051 LEVEL 1 FIRE ALARM PLAN SCALE: 1/8"_1'0" to co a' 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: RBC DESCRIPTION SHOP DRAWINGS DATE m ao m 0 �r Z� 0 LLI U- MM W . w cn _ �z a. aC w u Q OWD 2oco-D 0 0D coN r� V cr LLI cn oc CD U J �C U W J\ tJ I SCALE: 1 /8"=1'-O" DRAWN BY: R. CRUZ DESIGNED BY: T. QUAALE DATE:09/18/19 BACKROUND PLAN PROVIDED BY: '0B NUMBER:47913-1} r SHEET FA Proprietary & Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved \ 03 FILE COPY ;II B FIRE ALA TUKWILA, Id II lVI SYSTEM ASHINGTON It i �II SHEET INDEX NERAL NOTES SYMBOLS LEGEND SHEET \UV3E. SHEET TITLE FA -01 SYS'TEV INFOIvATIO\ FA -02 TYPICAL DETAILS - WRI\G A\D N OU\TI\G FA -03 FIDE ALA SYSTEM FL00H PLA\ FA -04 SYSTEV CALC „ LATI O \ S r GE \EAL), �ISE�, SITE PLA\ 5 a 0 0 VOthout Comment's' As Noted In Red Per The Attached Letter i nese plans hove I:n rrl rev, :vr: d tib The Tukwila Fire Prevention t3u7. . ,..h ,.,:`h current city :� ,:: 'adopted ?r the �r. ier i,E;raysal. I'omissi:,sl Illi:•`. (I ::. . Final acs,,; , The Tuk,/ai.r. r� Date:. O -o .>.y ...asurjri_.:,cxx.nv,wr,awx:r.ra:5c ww+rni�.urxwsu++mm�a�u+.t+.wnunrrmrs ift ipactlon by t UKWILA FIRE DEPARTMENT, Please call: 575-440Z and give this job No. and exact address for shuts c,,wn or r9.sL ration aoprovat 4 1 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 -,=rminEtion of the testing. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO 1[14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) . V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) • CONDUIT FILL CHART I. 1 L.i.;j 1, f i• 1 II I " ! II i.1,, II I ,''; I,J i!I NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS . AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.0. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. I' j' CONDUIT SIZE MAXIMUM FILL I 1/2" .12 SQUARE INCH 1 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH i 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH j FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM:, DO NOT INSTALL ADDRESSABLE DEVICES ADDRESS. ,'i INITIATING DEVICES UNTIL PREPGRAMMED WITH 1. NUMBERS ADJACENT TO DEICE 'Sl" DEVICE 01-1-02 WOULD BEHTHE S 2. DETECTOR AND AUDIBLE CIRCUIT PGI 3. AUDIBLE/VISUAL CIRCUIT WIRING, BRANCHING IS PERMISSIBLE • 4. INSTALLATION SHALL BE IN ;STRICT ELECTRIC CODE, NFPA 72, LOCAL 5. INSTALLATION MATERIALS (I:;E: CON STANDARD BOXES, FIBER Op;TICS, C ARE NOT SUPPLIED BY SIEMENS 'C 6. DETECTORS SHALL NOT BE ;MOUNT AIR STREAM OF AIR SUPPLCOUTL BOL DENOTE DEVICE CIRCUIT/ADDRESS COND DEVICE ON ADDRESSABLE LOOP 1. LARITY SHALL BE OBSERVED. :SUPERVISED. NO PARALLEL CONFORMANCE WITH THE NATIONAL ODE(S), AND/OR AUTHORITY HAVING JURISDICTION. UIT, WIRE, FITTINGS, HANGERS, BLE, FITTINGS, AND ASSOCIATED EQUIPMENT) BERUS DIVISION. D IN DIRECT S. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLA6, WITH '!.RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLO; BODE; CONDUCTORS SHALL BE PERMANENTLY,' AND UNIQUELY MARKED FOR; TUTU E IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RTURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPO S. gill g, FOR ADDITIONAL INSTALLATION' `NSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATIONIINS TRUCTIONS. 10. THE 120vac POWER ELECTR,CHW, RK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE `25 ,, 'ND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5;2:5:2:1; REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SH'. LL N �I�T BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALA ,M TECHNICIAN. I,i1' III'!I. 11. ALL HORN/STROBE AND SYR BSE I1 'EVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOWI DRO" ED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SH : LL BE MOUNTED AT 48" A.F.F. 10 IHE ACTIVATION DEVICE. i; 13. ALL PANEL NUMBERS AND ';CIRCUIT6 WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE F*OM „DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3';bETECTORS 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. .:I 11 18. ALL CABLES SHALL BE MARKED A INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL; DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE`, ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR I,NS, ALLATION. 20. DETECTORS MUST BE RATED FOR :;TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED, 21. ALL WIRING BETWEEN FLOO S SHALL BE LOCATED IN CONDUIT. , 1 11; 22. NFPA 72 2007 6.4.2.2.2 AL_ STYLT!S OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G;, M'ET ;CLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE .00,1GO G AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THS; I,1 ONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT B+;': �1N'1'f THE SAVE CABLE ASSEMBLY (I.E., ,Li` t MULTI -CONDUCTOR CABLE), ,Ei1,in ! L 'I,',URE, OR RACEWAY. 23. ffII I��;'' NFPA 72 2007 A.6.4.2.2.2 ' OAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRE I TO;, ELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DA\I Gt. I' SHE RECOMMENDED MINIMUM SEPARATION TO PREVENT PIS SICAI;i, DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 7 EX SY L DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT CP f IRE ALARM X „'ONTROL PANEL EX ;IRE ALARM `EMOTE ANNUNCIATOR I, CONTROL POINT MODULE EMOTE BOOSTER OWER SUPPLY TERFACE MODULE ITH RELAY UAL INPUT ITERFACE MODULE XLS-V SDD-C PAD -3 HTRI-R HTRI-D HCP SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS PROVIDED PROVIDED PROVIDED 4S DEEP 4S DEEP 4S DEEP 66" A.F.F. TO TOP 66" A.F.F. TO TOP 66" A.F.F. TO TOP VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD H H EMOTE CONVENTIONAL HZM ONE MODULE IN EAR BEAM MOKE DETECTOR SIEMENS PBA -1191 SIEMENS 'MOKE DETECTOR HFP -11 W/ SIEMENS ADDRESSABLE -PHOTO) DBF-11 BASE UCT SMOKE ETECTOR 1EAT DETECTOR ADDRESSABLE) I IRE ALARM PEAKER STROBE (CEILING MOUNT) rrIRE ALARM "SPEAKER STROBE WALL MOUNT) IRE ALARM SPEAKER STROBE I CEILING MOUNT) AD2-P W/ SIEMENS TSM MODULE HFPT-11 W/ SIEMENS DB -11 BASE SET -MC -CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS 4S DEEP PROVIDED 4S DEEP W/ 1G RING DUCT HOUSING 4S DEEP W/ 1G RING 4S DEEP BOX W/ 1-1/2" EXT. VERIFY IN FIELD VERIFY IN FIELD CEILING VERIFY IN FIELD CEILING CEILING 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM 4S DEEP BOX W/ 1-1/2" EXT. CEILING IRE ALARM TROBE ;CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING ;IRE ALARM TROBE ;WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. O IRE ALARM PEAKER 'CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING IRE ALARM PEAKER WALL MOUNT) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM M j SIRE ALARM E'b I STROBE wi WP I (WEATHERPROOF) MRI , jM,ULTI-VOLTAGE CONTROL RELAY SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTION BOX F.B.❑. F.B.❑, N/A VERIFY IN FIELD F t4 '%B❑VE FINISHED ,FLOOR ;BURNISHED BY ITHERS N/A N/A N/A N/A N/A N/A N/A N/A N NOT PPLI CABLE N/A N/A N/A N/A U. N. lUUNLESS OTHERWISE ;NOTED N/A N/A N/A N/A EATHERPR❑❑F EVICE N/A N/A N/A N/A S BUILT ','ADD OR CHANGE t N/A N/A N/A N/A R .AS BUILT REMOVE N/A N/A N/A N/A BL UE• S BUILT TOTES TO CAD N/A N/A N/A N/A Copyri"ht 2006 b Guardian Securit PAID t"".: 2 2008 Ii Tukwila Fire S stems, Inc. All Ri"hts Resety RELEASE/REVISIONS fib nisi 4tt m uJ O DESCRIPTION LU Q 0 z SHOP DRAWINGS 0 00 cV V) < WASHINGTON LU H- F- LU Cn0 Ii 0' ' 0 CD ; N W ' Z 0 0 z W F- SCALE: 1 /8"=1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/28/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54489 SHEET FA -01 • : • ; THE DUCT 8140KE 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 L, DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERrN1 TEMPERATUX: +32*F 0' C TO 100'F (38C) HUMIDITY: 9 RELATIVE HUMIDITY, NON -CONDENSING OUTLET SAMPLING----\ TUBE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. HFP-11 SMOKE DETECTOR DEVICE IS USTED FOR AIR VOLOCIP( APPUCATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION MTh DUCT HOUSINGS AD -11P OR AD-11XPR ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE DEVICE LOOP TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE ' . I.•.1 '11.1 • ; • ; TYPICALIli1OUNTING FOR AD2-P DUCT DETECTOR FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> T DEVI F LAST • OR EVICE TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING ;, • • TO NEXT ADDRESSABLE DEVICE STOP 7 'LAST ;DEVICE RDM XLS .CONTROL PANEL OR ?REVIOUS: ADDRESSABLE DEVIC END OFLINE DEVICE(3.6K I/4W' SUPERVISED SWITCH •0 . • • COMBINE ALL, SHIELDSAND:. ISOLATE FROM GROUNDING • : 1,, , • , • ;:, TO NEXT,' ADDRESSABLE DEVICE STOP IF ..LAST' DEVICE • i 1 FROM XLS 'CONTROL PANEL ;OR PREVIOUS: ADDRESSABLE . DEVICE (-) END OF LINE DEVICE (3.6K 1/4W) TO, ,EXT DEICE OR END 1:1F LINE FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE {DATA IN (-) > DATA IN (+) > REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD HARD LID , CEILING SPEAKER SUPPORT T E DB -11 STANDARD SMOKE DETECTOR BASE TO NEXT DEVICE -0E-- > ( ) DATA OUT } (+) DATA OUT LID) HARD LID • (+) STROBE SPEAKER (+) (-) GROUND; 7VICE FROM FACP ",4W) (VOICE CIRCUIT) [ • ('V' CABLE) ISED TO DE END EXT CE OR F LINE NOTE: FOR ADDITIONAL SPECIFf CATIONS SEE PRODUCT DOCUMENTATION. 1: TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL • NOTE: • FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL SPEAKERISTROBE AND STROBE WIRING NOTE 1: • VOLTAGE! MAX,- CURRENTHMAX.-; • CONT. RES; MAX, - MAX, CABLELENGTH-; C; (LINE TOLINE)- C (LINE ,T1:1 SHIELD) - MAX. LINE,.SIZE- MIN. LINE!'SIZE-• '1 .• 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT. (18 AWG) • 0.02uF 0.04uF 14 AWG 18 AWG • • NOTE 21 '..., 'k . • . • • , .'•.: I' ALL SUPERVISED. SWITCHES MUST ;BE . HELD CLOSED. ',•..i.;.1 AND/0R.. OPEN FDR AT LEAST .25 SEC. , TD: GUARANTEE . Hi DETECTION. :. • . ' .. .. 4S • DEEP BOX • W/ 1 -1 /2" EXTENSION RING (SPEAKER STROBE) INPUT INPUT • TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO -F - - - - - 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION • CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTION BOX MOUNTED ON CEILING FLEX \\ • \ JUNCTION BOX ;MOUNTED AGAINST • CEILING SUPPORT 4.\ 00 00 • , • 1 I TO NEXT D CADDY BAR SMOKE, DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE ; SUSPENDED ILLUMINATED CE L t' 41 • TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS (AI I::IJflN RELEASE/REVISIONS m LLJ z DESCRIPTION SHOP DRAWINGS :! LLJ I- D < CO 0 CO 11) w ca uJ z co co 2 W 0 Z wI E ou) m< w 0 cc it N.. cY) 1.1.1 —J (ALE: 1/8"=l' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: „ S . hf 2006 jb Guardian Securit S sfern, Inc. All R. hts NUMBER:54489 SHEET • FA -02 !F, it I! •y 1 CW. BD. SCR1T I ' CW. BO. SOMT Iii, • Tr AN. ()TING ROOMS', L' 1-1 I ) 0 a- !' .t 4 w T -1— —4 _`)l':':- _ - _a 1�..-t ii ll:^ 4 I;I, --. i.' "SF1l: -1 ii o.r) °".! - I! .1111 ----- - I!' I 0 i4 , • 2'fill 11 ../ ifi iii ! II 1-- --iy ; i i i'r�'� I i�,11 1I.r i IF -it 0 'ii ii dli + 9'-B' AU CW. ND. CELNC 2S,2V EOL -S1 19.56V -1 75 2S,2V 0 .b r50 yb + ti -r A,F,F CW. W. S Thi + 14.-C AFL NW. I36. 50FAI + 12'-O' AFF. D,I 2I — ,2S,2V-1 +30 C CD--2S,2V 15 + N' -N AFF (N) NV. W. COOK ,0 TCRET RM. CW. BO. SOFFIT CW. BD. SOFFlT OW. ND. T CWBD. SCFNW FlT FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL. rn z 0 U) W w U) w J w tl' z 0 F— z Q LU F— F— Q w OD 0 OD F— .o N N 0 0 N J W F - REV. BY: z Q ' .. DESCRIPTION SHOP DRAWINGS wO Q D co tb N LO :. a ««< FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J—BOX (VERIFY EXACT LOCATION C.C.'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L.L.. APROVED CONTRACTOR F- ESTFIELD SOUTHCENTER MALL DO \O- INSTALL ADDRESS ,BL N -IATO D 7V GES L \1TI L PREPROGRAMMED WIT DEVICES ADDRESS. W F 0) >• U, SCALE: 1/8" = 1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: .0B NUMBER:54489 ( SHEET FA -03 r'i I i, f.I c Copyright 2006 by Guardian Security Systems, Inc. All Rights SYSTEM CA LATIONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Standby: BEBE FACP ADD ONS Alarm: Standby: Alarm: Device Te Amps Total 0.0022 Total Total 0.0022 0.0023 in!Syl ,tem Board Hi n T -MC • 30CD T -MC±. 75CD T -MC '110CD T -H l!C@115CD T -HM LC©135CD tLC©185CD HMC_j;;5 2, ocD 0.064 0.098 0.175 0.233 0.318 0.0635 0.009600 0.001600 0.005 0.0635 0.0096 0.0035 0.0731 0.098 0.0015 Amps, 7ndby Current Load: 0.0731 For 24 Hours = Amp -hours ' For 5 Minutes= Amp -hours flurrent Load: For 24 HoUrs = Amp -hours 25% Derating= Amp -hours For 5 Minutes= Amp -hours Total System Current Load: Amp -hours LI 0 25% Derating= Amp -hours 12VDC Amp -hours Amp -hours ttery air to be Used: Cl) z0 Cl) LU LU (/) LU LU CC CALCULATION STARBUCKS DOCK REV. BY: z < DESCRIPTION SHOP DRAWINGS DATE to 0 .,, Do csi to PROJECT: Panel: Date: Notification Applianc WESTFIELD SOUTHCENTER MALL BEBE May 28, 2008 CIRCUIT: Si QTY Device Type Alarm Current Alarm Total Wire Size WE Lengi — 0 SET -MC @15CD 64 0 4 , SET -MC @30CD 98 392 3 SET -MC @75CD 175 525 0 SET -MC @110CD 233 0 0 SET-HMC-C@115CD 318 0 SET-HMC-C@177CD 445 SET -HMC @135CD 318 .0 SET -HMC @185CD 445 1, Z-MC@15CD 64 64 0., z-MC@30CD 98 ! • ! 0 SET-MC-CW@110CD . 233 TOTAL mA= 981 12 RENT TOTAL= 981 DEVICES= Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL *2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E) (E= I* R) EOL Voltage (20.4 - E) 19.6-5-771341 981 nue( twInterole • ----- rm. BEBE WESTFIELD SOUTHCENTER MALL SCALE 1132":1 LU co LU co 2S,2V 2S,2V 2S,2V 2S,2V 2S,2V C 30 C 75 C 75 C 30 15 C 30 PROJECT: WESTFIELD SOUTHCENTER MALL - Panel: BEBE Date: May. 28, 2008 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size 7 70.7V1/8 1.8 12.6 0 0 0 0 0 0 0 0 0 0 0 0 0 CO CO Y.) cy) 2 2 Z Woo CC 1-- W a CD Fiz 2 w Cc i< < w 0< LL cc c) .1— CURRENT TOTAL= 12.6 Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL * 2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) (E= I * R) EOL Voltage 2.92 0.01 Lu ct 0.04 20.36 2S,2V—c, IL /ccALE: 1/8"=1' DEVICES= 7 TOTAL m A= 20.36326596 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/28/08 BACKROUND, PLAN PROVIDED BY: 1..0B NUMBER:54489 SHEET • ht 2006 b Guardian Securit S stems, Inc. All RI Ms Res6i HALLWAY LANDLORD SERVICE CORRIDOR (N.I.C.) EQUAL EQUAL/ EQUAL EQUAL EQUAL ADJACENT TENANT (N.I.C.) l///////////////////////////////////// • .7 41 //////T//////' MANAGER'S OFFICE TOILET ROOM 4'-113/4" 5'-11 1/4" EQUAL 4'-0" 5'-111/4" 111/2" A Y1 EQ. EQ. EQ. EQ. 5'-0" - 5'-0" EQ. 5'- 5'-11 1/4" EQUAL ' 4'-0" .lir .riiiiiiAFAF APi i i��►iii APIK iiiiiiAIVAsW 4/21.iiiiAWAPA Ariiir r2 1111111111111i EQUAL EQUAL >!►rAW'srrAwrrrrrr�►�►�►�►sET_ �>«.!mmmmimmmummomm rrrlr�►- : A //////////////////y/////////i////////i EQUAL STOCKROOM STUDIO A.C.T. CEILING @ +11-5" A.F.F. GYP. BD. CEILING @ +11'-5" A.F.F. SALES AREA GYP. BD. CEILING @ +11'-5" A.F.F. FlexHead Sprinkler Drop • Corrugated stainless steel /—available in 2', C hose with stainless steel braid 3',4',5' & 6' legnths • Design per NFPA 13 — Ordinary Hazard Group 2 All materials to be new, U.L. listed and F.M. approved All heads to be at least 6' apart with no obstructions . Adjustable Hub Multi -Port Bracket • RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C–CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING ,hese plans have been: reviewed by .The, Tukwjla Re:- •, '-revention •Bureau "o:' conformance with current City'.,.. :`'%'ndiartis:. Accectarr:;,? is,. 5tit)ject td:errors.and :-. nissions which .: is n.:;l. ,-rt'thorize violations_ of adopted ... i - ;andards and ordirt'anc . The respo risibility For the ` oeq acy,ot desic3f1_.•ry _; totally -0th the .designer; .ddltions;.:deleaon o. 4-. ' JOns to these drawings after ..• FIs date will Void rili:•:ptance and will require a resutxni 2i't revived stl.r.5 trg .f^..'• sqbsequent approvaie. Final:ecce tans }.f y _ . • .P . •J ei t::� fieidIest:and lnspectio .by.. The:Tukwl}a Firer el e n Bureau,:.- ` . 37. - Relocate_ Reliable Model G5-56 Quick Response .165° Concealed Pendents % x Elexheadf omn'iercial Ceiling Unit • T=Bar Ceiling Installation Model #2024,2036,2048,2060,2072 • STEEL JOIST/TRUSS HANGER DETAIL NTS To‘schedul :inSpE (ions• call :206757574407 FIRE 'PROTECTION INCORPORATED-' P.O. BOX 12113" MILL CREEK, WASHINGTON 98082-0113 .: PH. (425) 481-7669 oar rlir. ..▪ :FIRE PROTECTION $PltINKIIAR r.::.. ;,: John.Thomas DeMertino, '9794 -109.1 -CG :. -Level 3 ■ .Crownlwre'Pr�otection, Inc: : CRQVV'NFPO44Lt: :::.: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 - 637 SOUTHCENTER MALL TUKWILA, WA 98188 T VICINITY MAP (Suite# 637) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchiines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is riot responsible for existing conditions. EAST RISER DETAIL HYDRAULIC REFERENN CE O\ Y. NOT TO SCALE Ordinary Group ii'0.20gpmfft2 for 947.00ft2 W. AF.F GYP. 00. SOFFIT +17-YAF.F. --L--1 -' r &Pr' AAPIVIV Alkdrelfgr f + F$AFF. GYP. 80. SOFFIT O.O. VESTIBULE afA'$A FF GYP. 80. SOFFIT +F$ A F F. GYP. BD. SOFFIT +F$ A.FF GYP. 8D SOFFIT Remote Area +F$ AF F GYP. BD. SOFFIT + 17-0'AF.F. • SUSPENDED GYP. BD CELAG +F$AF F. GYP. BD. SOFFIT Existing Main -0,- a sit m . ZONE T1 +8.6 AF.F. GYP. BD. SOFFIT +47.8. F I- S"iss osi —.—Existina Main ZONE T1 +F$ A FF. GYP. BG SOFFIT +9'-6'AFF GYP. ED. CEILING +F$AF F, G P. - . SOF • PO GYP. ED. CEILING +F-6' A FE GYP. ED.CEILING GYP.OD.GEItING AT BeBe Remote Area: Retail # 637 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAIC COVERAGE per HEAD 130 DENSITY .20 GPM / FI' for 947.68 SPRINKLER Reliable Model G4A Ft' FF ORIFICE 1/2" K» 5.6 WATER FLOW INFORMATION: STATIC 140 . PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 372.09 GPM a) 82.56 PSI At time o pest n 12'- 0" CLC. = 37.00% AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE :. SPRINKLER BRANCHLINE ........... FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD . CEILING TILE FLEXHEAD DETAIL, NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING SIB' KWIK BOLT 1W BASED LENGTH) BRACE PIPE FIG. tODO �, -'''----- `SFAST P WAY BRACECLAMATTACtN.EAIT UNE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FILE COPY FIG. 4A PIPE CLAMP FOR SWAY BRACE O LATERAL BRANCHLINE RESTRAINT ittadi NOR -THREADED BRACE PIPE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT i% 9B' KWIK BOLT (2 U4' EMBED LENGTH) BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE - TUKWILA FIRE DEPARTMENT. Please call: 575-4407 and give this job sad exact address for shut= or restoration approval +9,8-A F -F GYP. 80. CEIUNG +F$ A F F GYP. OD. CEILING •TW A F F GYM. BD. CEILING FIRE SPRINKLER SYST 1/8"=V-0" +11'-0'AFF. SUSPENDEDACOUSTICAL ' TILE CEILING l must be inspe r before pipe is hung. Do not paint piping prior to ► ydrostatic test oroval. 1 3 i nese. p!^ -Is ; : . • • Preventio;: 'standard::.: omissiom; • stanoz ' adeqw-y3y , Additor; . .. this !resubmittal r•-• accept_ `. The Tukwila Ft a Pre v6ni or, Bureau. r.. � � a;,o•r i ;i pproval. inspect cn by By: • Hanger No. 07C HILTI Kwik Bolt III Rod Coupling AD Thread Rod Cut Rod Lgth Rounded to Nearest Inch • Swivel Ring Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICIMTY MAP DETAIL NOT TO SCALE 2 ' 2008 Tukwila Fire (D w z 0 Adam Kantner C.) C Lakeview Construction CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN 4 -WAY EARTHQUAKE BRACE R5415 0 HYDRAULIC REFERENCE POINT R3615 QTY. 38 4 Total = 42 SPRAY ORIF. FIN. TEMP. MFR./MODEL 5.6 Pendent /I. Chrome 155°F G4A Concealed APPROVAL: City of Tukwila 5.6 Pendent Chrome 155°F F1FR Semi-Rec CONT. NO.: K80401 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 05/20/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA- 98052 Lic. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED ALBUQUERQUE/AUSTIN /DALLAS /DECATUR /DENVER /DULUTH /HOUSTON/KANSAS CITY LAS VEGAS/MLI APOUS/PHOENIX/PORTLAND/RAPID CITY/ ST. PAUL./SALT LAKE C/TY/SEATT1E Phone: 425-881-0100 Fax 425-881-3030 BeBe 637 Southcenter Mall Tukwila Na 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1 VICINITY MAP (Suite# 63 7) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE •W -6•A F GYP. BD. •F Ordinary Group II.0.20gpm/ft2 for 947.00ft2 ,vr AFF GYP. BD. SOFFIT ♦17-0'AFF B O. VESTIBULE 1A' -6•A FF GYP. BD. SOFFIT 14 rte'.. .MOW •96'A F F GYP. BD. SOFFIT •SL;Er A FF GYP. BD. SOFFIT Remote Area FB'-6•AFF GYP. BD. SOFFIT •17-0'AFF • SUSPENDED GYP. BD CEIL r I' A+rG# or,) i• •6'-6'AFF 4P. ED. SOFF o CP 1 -1. 441/2 CI - 0 M S, ZONE T1 •B'-6•AFF. GYP. RD. DEFT •B'-6' A F O Existing Main-.— t ®e ®'EDI =2 Citi =11tSfl EEG ID= CB o tie 'ina Tam-.• —E ZONEg T1ain 41'1 • PLO" SFF GYP. BD SOFFIT • 8'-6'A F F GYP. BD. SOFFIT a.6• A FF GYP. BD. CEILING •9'-6'4 FF GYP, BD. CEILING • 9'.6' A F GYP BD. CEILIt 9'-6'A F F 7-1Y2 O . +i y '. O�Q 0• k9.1 ,1 • 4-91/2 2-21h ('^0 A Oaf° 1 -1M1, n GYP. BD. CEILING :1%4 r + 4_ 2-2 2 11 60 \J •9'-6'A F F GYP. BD. CEILING K • B'6'A F F GYP. BD CEILIG •11' -GAFF SUSPENDED ACOUSTIC TILE CEILING FIRE SPRINKLER SYSTEM •B-0'AF F. (Na GYP. BD. CEILING BeBe Remote Area: Retail # 637: CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / FN for 947.68 SPRINKLER Reliable Model G4A Ft' Ft' ORIFICE 1 /2" K. 5.6 I 1 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 372.09 GPM E' 82.56 psi �. 1. ` At time of Design 12'- 0" CLG. s 37.00% AREA REDUCTION 3 5 7 9 11 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CELING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. BOB SWIVEL SWAY BRACE FITTING BRACE PIPE -FAST CLAMP' LINE PIPE LATERAL LINE RESTRAINTS 3/9' KWIK BOLT NON -THREADED BRACE PIFE *,cyo' NO -THREAD SWIVEL SWAY BRACE ATTACI-NENT FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3.43' KWIK BOLT (2 IM• EMBED LENGTH) BRACE PIPE lc& NON -THREADED BRACE PIPE NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch DrVied Anchor Rod Coupling Thread Rod Swivel Ring Concrete Constniction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE Adam Kantner CIS Lakeview Construction CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 38 6.6 Pendent Chrome 155°F G4A Concealed APPROVAL: aty of Tukwila HYDRAULIC REFERENCE POINT R3615 4 Pendent Chrome 155°F CONT. NO.: KS0401 Total = 42 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/19/08 Western States Fire Protection Company 7102 180th AVE NE STE A-105 REDMOND, WA - 98052 WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN / DALLAS / DECATUR / DENVE /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS /LtIMEAPOLIS / PHOENIX / PORTLAND /RAPID C/TY / ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 BeBe 637 Southcenter Mall Tukwila Oa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 637 SOUTHCENTER MALL ASSOCIATED PERMITS 19-F-196 08-F-250 19-S-175 08-S-239 4,401444 SITE LOCATION CITY OF TUFA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 4202 47- Oof 0 Site Address: (D 3? So �'� l e A.-tge-C Mak \ Suite Number: 1530 Floor: Tenant Name: ('(\ t7 r f Property Owner's Name: LJ; r) a; (- IZO ci a m C o- w e s-Vc i e t A Mailing Address: 9405 O l c� Dc(.t. j 1► Gk r S (e C1 S(,(0 ((: 'e l L �a 0077 City State Zip New Tenant? ®- Yes Q - No CONTACT PERSON -if there are questions about the submittal. Name: C r15 i e. D j 1 a n d Day Telephone: I? 6 6 9 Company Name: ( Cc "(1 V ire e Pro -k G /1.0 Mailing Address: ea B 0 X (Z) 13 (Yl; (( G ree,1,4 City E-mail Address: (( (, k C (1. % , (6 m Fax Number Contractor's City of Tukwila NICET III number: 17 614 - 10 C ( ( (7 Business License number: LJ State Zip fL)S- 046i 5S CZ. Total number of new/relocated devices or sprinkler heads: 3% re 10 G Q4e. i Valuation of Project (contractor's bid price): $ -7 2.. 0 0 Scope of Work (please provide detailed information): (>r- -I4-e 4-eNunk ►m p rcierrcr 4 - PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR, WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PAUU BUILDING OWNER OR AUTHORIZED AGENT: Signature: a:...,,T,,...o. Cri s i -i e /fl 0.11 a rl J MO 2 .' 2319 TUKWILA FIRE n.... To1o.a..,.,a. Date: g126 / i yar 36I 4,465 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 PAID FIRE PROTECTION SYSTEMS PERMIT APPLICATION 201 Applications and plans must be complete in order to be accepted for plan revievTUK MLA FIRE **PLEASE PRINT** King Co. Assessor's Tax No.0C4d100 ( r) Site Address: W3-1 'S1)(_..kk \ .Pu\' J( 1..krt yI "P Suite Number: 530 Floor: Tenant Name: 1\10'(OM- Property P V Q Property Owner's Name: C� O D\ cv,y-0 —Tex sC1 � )C _ Mailing Addres, ) �k � New Tenant? ❑ - Yes K] - No City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 'Q>Q:O�ii y �1(\41 l' Day Telephone(a101 (Q)( Q l -37S p Company Name: RU .ii VLA. 1)QC:L X 1- ` 12Ay4PXYY5 Mailing Address: n `-vb \ IC V e . h ` J �^lp - k{y q ()6t* City State Zip E-mail AddressC k 'r kAif CL►AVj?CI �� l4' .CO rY\ Fax Number: ff VV Contractor's City of Tukwil� NICET III number: Business License number: a (Ca g`4' Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ lel (CO L Scope of Work (please provide detailed information): 1( Q. D i C ( hl )hAQar m 1 ,kb/`Q �l Oso((x0\1W , Vrkunr, C PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW_ ER OR AUTHORIZED AGENT: C Signature 1 t a e+Q Print NameC Q >� vk INV\ Plan Permit App.doc 8/22/14 Date: nN,2rj 1 t Day Telephone:( CO( )ST TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: BeBe 637 Southcenter Mall FC -02 Permit No.: 08-S-239 Date: May 29, 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 '/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Morphe 637 Southcenter Mall Permit No.: 19-S-175 Date: September 9, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 21/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • Weld stamps shall be inspected on the ground, before the pipe is hung. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. 111 Hydraulic Summary 1 Job Number: KS0401 Report Description: Ordinary Group II Job'. Job Number KSO401 Design Engineer Adam Kanter Job Name BeBe State Certification/License Number WESTESF136QF Address 1 637 Southcenter Mall AHJ City of Tukwila Address 2 Job Site Southcenter Mall City State Tukwila Wa Zip Code 98188 Drawing Name FP-1.cad System .4 Remote Area(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 0.20gpm/ft2 Area of Application 947.00ft2 (Actual 947.68ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 130.00ft2 ote e0 11 fw A,. , /ii C�Oq tis m ,`Z 1iT �L9 Total Hose Streams' 250.00 Allowance)I ystem Fow emand Total Water Required (Including Hose 372.0622.09_is :190 aximum Pressure Unbalance In Loops 0.000 ' �• Maximum Velocity Above Grountl� 26.24 between nodes 116 and 61 Maximum Velocity Under Ground 1.41 between nodes 1 and 389 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2399.94ga1 0.75ft' Supplies - Hose Flow Static Residual Node (gpm) (psi) (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required • Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.399 622.09 86.845 52.555 Contractor Contractor Number KSO401 Contact Name Adam Kantner Contact Title Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 Zip Code 98052 E-mail City State Redmond WA Web -Site ©M.E.P.CAD, Inc. i AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:28AM Page 1 Summary Of Outflowing Devices Job Number: KSO401 Report Description: Ordinary Group II ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:36AM Page 2 Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 102 26.01 26.00 5.6 21.578 Sprinkler 111 34.73 26.00 5.6 38.471 Sprinkler 108 33.75 26.00 5.6 36.329 c> Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 107 33.25 26.00 5.6 35.251 Sprinkler 103 27.20 26.00 5.6 23.598 Sprinkler 110 34.47 26.00 5.6 37.889 Sprinkler 109 34.35 26.00 5.6 37.635 Sprinkler 104 28.11 26.00 5.6 25.188 Sprinkler 112 35.03 26.00 5.6 39.139 Sprinkler 105 28.12 26.00 I 5.6 25.217 Sprinkler 106 31.05 26.00 5.6 30.752 a> Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:36AM Page 2 Node Analysis I Job Number: KSO401 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 13 14-6 E(2-0) E(2-0) 28.448 48.177 19 14-6 22 14-6 E(2-0) 47.694 25 14-6 14-6 P0(5-0) P0(5=0) 28.554 47.832 32 34 14-6 P0(5-0) P0(5-0) 29.014 48.513 37 14-6 41 14-6 P0(5-0) 48.651 43 14-6 P0(5-0) P0(5-0) 31.076 50.119 44 14-6 54 14-6 P0(5-0) 34.035 61 14-6 , P0(5-0) 38.281 116 14-6 2P0(8-0) 2P0(8-0) 68.537 68.410 124 14-6 118 14-6 14-2 2P0(8-0) 68.376 73.088 174 334 1-11 79.657 389 5-8 , BFP(-4.500) P0(37-8%) 82.565 79.589 398 1-11 ; 102 14-6 Spr(-21.578) 21.578 26.01 111 12-0 Spr(-38.471) 38.471 34.73 108 14-6 Spr(-36.329) 36.329 33.75 101 9-6 Spr(-21.556) Spr(-35.251 Spr(-23.598) 21.556 26.00 107 9-6 35.251 33.25 103 9-6 23.598 27.20 110 12-0 Spr(-37.889) 37.889 34.47 109 9-6 pr( -37.635) pr( -25.188) 37.635 25.188 34.35 104 9-6 28.11 112 12-0 Spl(1.39.139) 39.139 35.03 105 9-6 9-6 Spr(-25.217) Spr(-30.752) 25.217 28.12 106 30.752 31.05 , 1 -4-0 S 86.845 372.09 ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 05/20/2008 8:17:41AM Page 3 1 f Hydraulic Analysis _ Job Number: KS0401 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length v Route 1 DR 1.049 Q=26.00 9.65 C=120 0.211435 32-3'% Pf 9.152 101 9-6 q=26.00 K=5.6 21.556 Spr(-21.556) 11-0 Pe -2.155 25 14-6 28.554 3E(2-0), P0(5-0) 43-3% Pv BL 1.610 Q=52.01 8.20 C=120 0.094671 4-10% Pf 0.461 25 14-6 28.554 Pe 34 14-6 29.014 4-10Yz Pv BL 1.610 0=79.22 12.48 C=120 0.206167 10-0 Pf 2.062 34 14-6 29.014 Pe 43 14-6 31.076 10-0 Pv BL 1.610 0=107.32 16.91 C=120 0.361561 8-2 Pf 2.959 43 14-6 31.076 Pe 54 14-6 34.035 8-2 Pv BL 1.610 0=135.44 21.34 C=120 0.556109 7-7% Pf 4.246 54 14-6 34.035 Pe 61 14-6 38.281 7-7% Pv BL 1.610 Q=166.50 26.24 C=120 0.814732 29-1% Pf 30.256 61 14-6 38.281 8-0 Pe 116 14-6 68.537 P0(8-0) 37-1% Pv CM 4.260 0=372.09 8.38 C=120 0.031560 122-3% Pf 4.406 116 14-6 68.537 17-4 Pe 0.145 174 14-2 73.088 2Ee2(5-3), fE(6-9%) 139-7% Pv CM 6.357 Q=372.09 3.76 C=120 0.004493 111-5 Pf 1.194 174 14-2 73.088 154-4 Pe 5.307 398 1-11 79.589 3fE(10-0), E(17-7), fT(25-0), 265-9 Pv CV(40-3), GV(3-9%), P0(37-8%) FM 8.329 Q=372.09 2.19 C=120 0.001205 24-8% Pf 0.068 398 1-11 79.589 32-0 Pe 0.000 334 1-11 79.657 2fE(16-0) 56-8% Pv MS 10.020 Q=372.09 1.51 C=120 0.000490 20-2 Pf 4.543 334 1-11 79.657 67-0 Pe -1.635 389 5-8 82.565 3LtE(16-0), BV(19-0), BFP(-4.500) 87-2 Pv UG 10.400 0=372.09 1.41 C=140 0.000307 113-1 Pf 0.080 389 5-8 82.565 146-8 Pe 4.200 1 -4-0 86.845 3LtE(25-6), E(35-1), 2EE(17-6%), 259-9%Pv S a. Route 2 DR 1.049 Q=26.01 9.66 C=120 0.211632 26-5 Pf 6.857 102 14-6 q=26.01 K=5.6 21.578 Spr(-21.578) 6-0 Pe 0.013 13 14-6 28.448 3E(2-0) 32-5 Pv BL 1.610 Q=26.01 4.10 C=120 0.026273 4-0'% Pf 0.106 13 14-6 28.448 Pe 25 14-6 28.554 4-0'% Pv GI Route 3 DR 1.049 0=27.20 10.10 C=120 0.229894 27-11% Pf 7.580 103 9-6 q=27.20 K=5.6 23.598 Spr(-23.598) 5-0 Pe -2.164 34 14-6 29.014 P0(5-0) 32-11% Pv Route 4 DR 1.049 0=28.11 10.43 C=120 0.244190 • 27-11% Pf 8.052 104 9-6 q=28.11 K=5.6 25.188 Spr(-25.188) 5-0 Pe -2.164 43 14-6 31.076 P0(5-0) 32-11% Pv Route 5 DR 1.049 0=28.12 10.44 C=120 0.244453 33-10% Pf 10.973 105 9-6 q=28.12 K=5.6 25.217 Spr(-25.217) 11-0 Pe -2.155 54 14-6 34.035 3E(2-0), P0(5-0) 44-10% Pv law Route 6 DR 1.049 0=31.05 11.53 C=120 0.293702 27-11% Pf 9.684 106 9-6 q=31.05 K=5.6 30.752 Spr(-30.752) 5-0 Pe -2.155 61 14-6 38.281 P0(5-0) 32-11% Pv Route 7 DR 1.049 0=33.25 12.34 C=120 0.333240 33-2% Pf 14.736 107 9-6 q=33.25 K=5.6 35.251 Spr(-35.251) 11-0 Pe -2.155 32 14-6 47.832 3E(2-0), P0(5-0) 44-2% Pv BL 1.610 0=67.00 10.56 C=120 0.151241 5-5 Pf 0.819 32 14-6 47.832 Pe 41 14-6 48.651 5-5 Pv BL 1.610 0=101.36 15.97 C=120 0.325263 52-7% Pf 19.725 41 14-6 48.651 8-0 Pe 118 14-6 68.376 P0(8-0) 60-7% Pv CM 4.260 0=101.36 2.28 C=120 0.002846 12-0 Pf 0.034 118 14-6 68.376 Pe 124 14-6 68.410 12-0 Pv k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:45AM Page 4 inHydraulic Analysis Job Number: KSO401 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge K -Factor Upstream CM 4.260 Q=205.59 4.63 C=120 0.010532 12-0 Pf 0.126 Pe 12-0 Pv 124 14-6 116 14-6 68.410 68.537 v Route 8 DR 1.049 Q=33.75 12.53 C=120 0.342655 _ 27-1% Pf 11.353 6-0 Pe 0.013 33-1'% Pv 108 14-6 q=33.75 K=5.6 22 14-6 36.329 47.694 Spr(-36.329) 3E(2-0) BL 1.610 Q=33.75 5.32 C=120 0.042539 3-3 Pf 0.138 22 14-6 32 14-6 47.694 47.832 Pe 3-3 Pv ap Route 9 DR 1.049 Q=34.35 12.75 C=120 0.354035 28-2% Pf 13.171 109 9-6 q=34.35 K=5.6 41 14-6 37.635 48.651 Spr(-37.635) 2E(2-0), P0(5-0) 9-0 Pe -2.155 37-2'% Pv v Route 10 DR 1.049 Q=34.47 12.80 C=120 0.356248 25-10 Pf 11.695 110 12-0 q=34.47 K=5.6 37 14-6 37.889 48.513 Spr(-37.889) E(2-0), P0(5-0) 7-0 Pe -1.071 32-10 Pv BL 1.610 Q=69.20 10.91 C=120 0.160568 _ 10-0 Pf 1.606 Pe 10-0 Pv 37 14-6 44 14-6 48.513 50.119 BL 1.610 Q=104.24 16.43 C=120 0.342581 45-4% Pf 18.292 8-0 Pe 53-4% Pv 44 14-6 124 14-6 50.119 68.410 P0(8-0) oai Route 11 DR 1.049 Q=34.73 12.89 C=120 38.471 48.177 0.361303 25-10 Pf 10.777 4-0 Pe -1.071 29-10 Pv 111 12-0 q=34.73 K=5.6 19 14-6 Spr(-38.471) 2E(2-0) BL 1.610 Q=34.73 5.47 C=120 0.044855 7-6 Pf 0.336 Pe 7-6 Pv 19 14-6 37 14-6 48.177 48.513 ao Route 12 DR 1.049 Q=35.03 13.01 C=120 0.367101 _ 25-10 Pf 12.051 7-0 Pe -1.071 32-10 Pv 112 12-0 q=35.03 K=5.6 44 14-6 39.139 50.119 Spr(-39.139) E(2-0), P0(5-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ■ C Value Multiplier Actual Inside Diameter 4.87 ) Value Of C .100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 = Factor ( Schedule 40 Steel Pipe Inside Diameter k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:45AM Page 5 1 • 8111 Hydraulic Analysis Job Number: KS0401 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity Downstream Elevation Upstream HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legend ` Units Legend Length Pressure Eq. Length Summary Total Length Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points 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 22% Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Ruh U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:45AM Page 6 �A, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:56AM Page 7 ii: I' Hydraulic Graph Job Number: KS041 Report Description: Ordinary Group Supply at Node 1 150 135 :Static Pressure 140.00 120 105 90 .N a 112- 75 622.09 —372.09 with hose @ 86.845 streams a N Co a) a` 60 45 System demand 30 curve 15 10900.00 @ 20.000_ 0 7111.111111111 111111111 1 1 1111 11 I 1 1 1 1 1 1 1 1 1 Ili 1 I I I I I II 1 I III 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.399 @ 622.09 System Demand 372.09 @ 86.845 System Demand (Including Hose Allowance) 622.09 @ 86.845 �A, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:17:56AM Page 7 Flow Diagram (Top View) Job Number: KSO401 Report Description: Ordinary Group ii d[� © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 05/20/2008 8:18:00AM Page 8 lir Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance +•!,`: current City standards. Acceptance is subject to ei-rors and omissions which do not authorize of adopted -.andards and ordinances. The resoons ciiiw f r the adequacy of design re.sts totally wii:i° designer. Additions, deletions or re iSions to there drawings _f ce; this date will void th!� ccceptance and ec ulre a resubmittal of revised OrFWirnr:' approval. Final acceptance is st.;o;Yact to field test and Inspection by The Tukwila Firs Prevent or: Bureau. Date: [ O^ I S- T c\ By: 5 I Fire Permit Number 161-F-I�� To schedule i� �speciions call 206-575-4407 MORPHS T.I. FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET NUMBER SHEET TITLE FA -01 SYSTEM INFORMATION FA -02 TYPICAL WIRING AND MOUNTING DETAILS FA -03 SYSTEM CALCULATIONS,RISER DIAGRAM & FIRE ALARM PLAN SHEET INDEX INSTALL FIVE(5) NEW SPEAKER/STROBES, STROBES DUCT DETECTOR, RELAY MODULE, AND TEST SWITCH TO THE EXISTING FIRE ALARM .SYSTEM. SCOPE OF WORK WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC - FEED TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) C' STROBE SYNC - RETURN TWISTED PAIR WITH SHIELD #14 FPLP RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPLP RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPLP RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPLP RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPLP RED (JACKET) V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPLP RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPLP RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/8" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 0.D. .0467 .210 0.D. .0346 .156 O.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL NCH NCH NCH NCH NCH INCH 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 FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED 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 IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g, FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF ARE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES 1S 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 FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. 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 IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. WIRE DESIGNATION NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 Fl) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 2 3 1 5 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT 1-2 DUCT SMOKE I D DETECTOR FDBZ492-HR W/ HFP-11 DET. SIEMENS DUCT HOUSING VERIFY IN FIELD TSM DUCT DETECTOR TEST SWITCH TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -R INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S BOX VERIFY IN FIELD FIRE ALARM STROBE ZR -MC -CW SIEMENS 4S BOX CEILING g FIRE ALARM U SPEAKER STROBE SET -MC -CW SIEMENS 4S BOX CEILING TENANT J -BOX F.B.O. F.B.O. VERIFY IN FIELD END -OF -UNE RESISTOR A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A EX EXISTING DEVICE N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPUCABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A SYMBOLS LEGEND MORPHE 1530 LOCATION OF LANDLORD'S ELECTRICAL ROOM (125 FT) SPACE # 1530 4;1,27163 ;, I .0 L Y ry EXPRES 09/31/2020 c (13444 1:4 cc 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: RBC DESCRIPTION SHOP DRAWINGS DATE o) r 00 a) 0 Z 0 F <03 2>comoo 0 N } N co W W ��z o Lu c=n CC WD LLU O co O= N �CALE: NOT TO SCALE DRAWN BY: R. CRUZ DESIGNED BY: T. QUAALE DATE: 09/18/19 BACKROUND PLAN PROVIDED BY GENERAL NOTES MALL KEY PLAN 10B NUMBER: 47913-1 SHEET Proprietary & Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved \ FA -0 w cc 5 FROM EXISTING POWER SUPPLY FROM OTHER EXISTING SPEAKERS (V' CABLE) RETURN TO THE DEVICE SPEAKER CIRCUIT C (+) ( ) STROBE STROBE SPEAKER (+) t�) t+) (—) STROBE SPEAKER fl (+) (—) STROBE SPEAKER (+) (-) TO NEXT DEVICE OR END OF LINE TYPICAL SPEAKER STROBE & STROBE WIRING DETAIL 111E WCT SIIOXE DEIEC1C* mow SHOULD OE *STALLED Cl A CORDAWE MTh IPPA 72. NE PREFERRED DETAIL LOCA1MON OF NE HOMO IS Cl A LOOM OF S1RALGHT DUCT AT LEAST SX DUCT WINS FEN AMY WM OR 011ER mum= AS MATED. NOM FOR ADOBOIUL woman SEE PRODUCT TML TUBE OUTLET SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT VIDTHS FRDN BEND DUCT DETECTOR MOUNTING DETAIL FROM PREVIOUS ADDRESSABLE DEVICE TB1 13 00 NO COM NC TO FAN SHUTDOWN 00 EOLR 470 SWITCH+� � INPUT LED TSM -1 TO NEXT ADDRESSABLE DEVICE 0 0 0 bioe HTRI-R 0 TYPICAL DUCT DETECTOR/HTRI-R MODULE/TSM-1 SWITCH WIRING DETAIL CEILING TILE SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1 /2" EXTENSION CEILING MOUNTED SPEAKER SPEAKER MOUNTING DIAGRAM (DROP CEILING) TYPICAL WIRING AND MOUNTING DETAILS CEIUNG TILE SUPPORT BRIDGE 4S BOX CEIUNG STROBE HARD LID CEIUNG HARD UD - CEIUNG STROBE MOUNTING DIAGRAM (DROP CEILING) SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER SPEAKER MOUNTING DIAGRAM (HARD LID) SUPPORT BRIDGE 4S BOX CEILING STROBE STROBE MOUNTING DIAGRAM (HARD LID) TYPICAL SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: RBC DESCRIPTION SHOP DRAWINGS DATE 09/18/19 O z /VI/I/I/1/ V\I\f\ _! W 0 V z 17- < co 00 • cc 1-7) P- 0 Tj wz 12 LL cc wc=n O< 1E2 0" 00 CC _I dC 0 �CALE: NOT TO SCALE' DRAWN BY: R. CRUZ DESIGNED BY: T. QUAALE DATE: 09/18/19 BACKROUND PLAN PROVIDED BY: \OB NUNBER:47913-1_i ( SHEET Proprietary & Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved FA -02 O2 ,_/ A B C D E F G H I J K FIRE ALARM BOOSTER Project: WSCM MORPHE T.I. Panel: (EXISTING) BP SI PAD Date: September 19, 2019 ModuleiDevice POWER -3 REMOTE Qty y SUPPLY BOOSTER Standby (mA) BATTERY POWER Total Standby (mA) CALCULATION SUPPLY Alarm (mA) Total Alarm (mA) Power Module 1 30 30 0 30 30 0 TOTAL FIRE ALARM POWER SUPPLY 30 30 Auxiliary Device Current 0 0 Notification Appliance Load (Max_ Total! mA) 0 802 Tota i(A)= 30 Total(B)= 832 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 30 832 Total current ratings converted to amperes (line D x _001) 0.03 0.832 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5)_ 24 Multiply lines E and F Total Standby AH 0.72 Alarm sounding period in hours (5 mins+ _0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.0693056 Add lines G and I Total Standby and Alarm AH 0.7893056 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 0.94716672 12-V DC BATTERY SIZE RECOMMENDED (AMPERE -HOUR) 7 *** RECOMMENDED MINIMUM BATTERY SIZE = 12VDC 7.0 AMP -HOUR *** Notification Appliance Circuit Detail PROJECT: WSCM MORPHE T.I. Panel: (EXISTING) BPS1 PAD -3 REMOTE BOOSTER POWER SUF Wire Resistance 2.58 Date: September 19, 2019 CURRENT TOTAL= 802.00 0 SET -MC -CW @15cd 3 SET -MC -CW @30cd 2 SET -MC -CW @75cd ZR -MC -CW @95cd 1 ZR -MC -CW @15cd ZR -MC -CW @30cd DEVICES 6 69 111 200 264 111 TOTAL mA= Total Wire Resistance ( R ) Total Device Load, Amps (I Voltage Drop ( E ) EOL Voltage 0 333 400 0 69 0 302 14 140 23.42 (WL *2)*(Rift) (Total Cct Load) (E=I*R) 24-E) 802 0.72 0.80 0.58 23.42 PROJECT: Panel: Date: Notification Appliance Circuit Detail - WSCM MORPHE T.I. SPEAKER CIRCUIT -LEVEL 1 September 19, 2019 VO CE ADD-ONS Wire Resistance 4.016 CURRENT TOTAL=: 24.78 3 SET -MC -CW @114-W 2 ' SET -MC -CW @1i2 -1N E90 -W @1-W E90 -W @2-W DEVICES 5 3.54 7.08 14.14 28.29 TOTAL mA= Total Wire Resistance ( R ) Total Device Load, Amps (I) Voltage Drop (E ) EOL Voltage 10.62 14.16 0 0 24.78 16 24.00 (WL'`2)*(Rift) (Total Cct Load) (E= I * R) 24 - E) 24.78 0.00 0.02 0.00 24.00 App ADO iS Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total HFP-11 0.0022 0.0022 0.0023 0.005 FDBZ492-HR 2 0.0635 0.0635 0.064 0.128 HIRI MODULE 0.009600 0.0096 0.021 0.063 0.0731 Amps 0.191 Amps SYSTEM CALCULATIONS (1.8; (TENANT J- BOX) S1-1 15Cd RISER DIAGRAM -17 '(•..•t.Ti;;IC 1 i ,ASE :_::E TO .e:uE (:0.t S1-2 30Cd V1-1 S1-3 30Cd V1-2 Sy _ S.yyg� S1-4 30Cd V1-3 S1-5 75Cd V1-4 EOL S1 S1-6 75Cd V1-5 iW 2 FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC SHUTDOWN. DUCT DETECTOR, RELAY MODULE & TEST SWITCH LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. ]:'-a 3.1. G.8 n> •C-. _, __. e,,f- �.. COL TEACE UNE TtJ`'1'ENANiri L> ij - t -L,,.;-.., xaeu6a.cxa+r. !j ,� + ,f { F _i+ { ' '"t;?; ----<`I i I), I N fi: S,V S1-5 75Cd V1-4 iw S1-6 75Cd V1-5 iW EOL S1 S1-3 30Cd V1-2 30Cd V1-3 iW S,V 1 H 23 •12 3'-33,7 (F.v -(c 23-27 a5C 4!,::5,.27, 3,.w. 1.1 F. .:TO COI... ..,.` 5 312 %%TY, 3, 3, _ ;3151 FESIOW,1 (Eiji? (0L CL IO i :EA^E UNE 1.8 _:SE 1, ;IAA LSF ,',15.!,A33121 Ti1.1A;T(5lil 11.051 LEVEL 1 FIRE ALARM PLAN SCALE: 1/8"_1'0" to co a' 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: RBC DESCRIPTION SHOP DRAWINGS DATE m ao m 0 �r Z� 0 LLI U- MM W . w cn _ �z a. aC w u Q OWD 2oco-D 0 0D coN r� V cr LLI cn oc CD U J �C U W J\ tJ I SCALE: 1 /8"=1'-O" DRAWN BY: R. CRUZ DESIGNED BY: T. QUAALE DATE:09/18/19 BACKROUND PLAN PROVIDED BY: '0B NUMBER:47913-1} r SHEET FA Proprietary & Confidential, Copyright 2012 by Guardian Security Systems, Inc. All Rights Reserved \ 03 FILE COPY ;II B FIRE ALA TUKWILA, Id II lVI SYSTEM ASHINGTON It i �II SHEET INDEX NERAL NOTES SYMBOLS LEGEND SHEET \UV3E. SHEET TITLE FA -01 SYS'TEV INFOIvATIO\ FA -02 TYPICAL DETAILS - WRI\G A\D N OU\TI\G FA -03 FIDE ALA SYSTEM FL00H PLA\ FA -04 SYSTEV CALC „ LATI O \ S r GE \EAL), �ISE�, SITE PLA\ 5 a 0 0 VOthout Comment's' As Noted In Red Per The Attached Letter i nese plans hove I:n rrl rev, :vr: d tib The Tukwila Fire Prevention t3u7. . ,..h ,.,:`h current city :� ,:: 'adopted ?r the �r. ier i,E;raysal. I'omissi:,sl Illi:•`. (I ::. . Final acs,,; , The Tuk,/ai.r. r� Date:. O -o .>.y ...asurjri_.:,cxx.nv,wr,awx:r.ra:5c ww+rni�.urxwsu++mm�a�u+.t+.wnunrrmrs ift ipactlon by t UKWILA FIRE DEPARTMENT, Please call: 575-440Z and give this job No. and exact address for shuts c,,wn or r9.sL ration aoprovat 4 1 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 -,=rminEtion of the testing. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO 1[14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) . V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) • CONDUIT FILL CHART I. 1 L.i.;j 1, f i• 1 II I " ! II i.1,, II I ,''; I,J i!I NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS . AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.0. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. I' j' CONDUIT SIZE MAXIMUM FILL I 1/2" .12 SQUARE INCH 1 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH i 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH j FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM:, DO NOT INSTALL ADDRESSABLE DEVICES ADDRESS. ,'i INITIATING DEVICES UNTIL PREPGRAMMED WITH 1. NUMBERS ADJACENT TO DEICE 'Sl" DEVICE 01-1-02 WOULD BEHTHE S 2. DETECTOR AND AUDIBLE CIRCUIT PGI 3. AUDIBLE/VISUAL CIRCUIT WIRING, BRANCHING IS PERMISSIBLE • 4. INSTALLATION SHALL BE IN ;STRICT ELECTRIC CODE, NFPA 72, LOCAL 5. INSTALLATION MATERIALS (I:;E: CON STANDARD BOXES, FIBER Op;TICS, C ARE NOT SUPPLIED BY SIEMENS 'C 6. DETECTORS SHALL NOT BE ;MOUNT AIR STREAM OF AIR SUPPLCOUTL BOL DENOTE DEVICE CIRCUIT/ADDRESS COND DEVICE ON ADDRESSABLE LOOP 1. LARITY SHALL BE OBSERVED. :SUPERVISED. NO PARALLEL CONFORMANCE WITH THE NATIONAL ODE(S), AND/OR AUTHORITY HAVING JURISDICTION. UIT, WIRE, FITTINGS, HANGERS, BLE, FITTINGS, AND ASSOCIATED EQUIPMENT) BERUS DIVISION. D IN DIRECT S. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLA6, WITH '!.RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLO; BODE; CONDUCTORS SHALL BE PERMANENTLY,' AND UNIQUELY MARKED FOR; TUTU E IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RTURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPO S. gill g, FOR ADDITIONAL INSTALLATION' `NSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATIONIINS TRUCTIONS. 10. THE 120vac POWER ELECTR,CHW, RK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE `25 ,, 'ND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5;2:5:2:1; REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SH'. LL N �I�T BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALA ,M TECHNICIAN. I,i1' III'!I. 11. ALL HORN/STROBE AND SYR BSE I1 'EVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOWI DRO" ED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SH : LL BE MOUNTED AT 48" A.F.F. 10 IHE ACTIVATION DEVICE. i; 13. ALL PANEL NUMBERS AND ';CIRCUIT6 WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE F*OM „DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3';bETECTORS 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. .:I 11 18. ALL CABLES SHALL BE MARKED A INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL; DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE`, ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR I,NS, ALLATION. 20. DETECTORS MUST BE RATED FOR :;TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED, 21. ALL WIRING BETWEEN FLOO S SHALL BE LOCATED IN CONDUIT. , 1 11; 22. NFPA 72 2007 6.4.2.2.2 AL_ STYLT!S OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G;, M'ET ;CLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE .00,1GO G AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THS; I,1 ONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT B+;': �1N'1'f THE SAVE CABLE ASSEMBLY (I.E., ,Li` t MULTI -CONDUCTOR CABLE), ,Ei1,in ! L 'I,',URE, OR RACEWAY. 23. ffII I��;'' NFPA 72 2007 A.6.4.2.2.2 ' OAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRE I TO;, ELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DA\I Gt. I' SHE RECOMMENDED MINIMUM SEPARATION TO PREVENT PIS SICAI;i, DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 7 EX SY L DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT CP f IRE ALARM X „'ONTROL PANEL EX ;IRE ALARM `EMOTE ANNUNCIATOR I, CONTROL POINT MODULE EMOTE BOOSTER OWER SUPPLY TERFACE MODULE ITH RELAY UAL INPUT ITERFACE MODULE XLS-V SDD-C PAD -3 HTRI-R HTRI-D HCP SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS PROVIDED PROVIDED PROVIDED 4S DEEP 4S DEEP 4S DEEP 66" A.F.F. TO TOP 66" A.F.F. TO TOP 66" A.F.F. TO TOP VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD H H EMOTE CONVENTIONAL HZM ONE MODULE IN EAR BEAM MOKE DETECTOR SIEMENS PBA -1191 SIEMENS 'MOKE DETECTOR HFP -11 W/ SIEMENS ADDRESSABLE -PHOTO) DBF-11 BASE UCT SMOKE ETECTOR 1EAT DETECTOR ADDRESSABLE) I IRE ALARM PEAKER STROBE (CEILING MOUNT) rrIRE ALARM "SPEAKER STROBE WALL MOUNT) IRE ALARM SPEAKER STROBE I CEILING MOUNT) AD2-P W/ SIEMENS TSM MODULE HFPT-11 W/ SIEMENS DB -11 BASE SET -MC -CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS 4S DEEP PROVIDED 4S DEEP W/ 1G RING DUCT HOUSING 4S DEEP W/ 1G RING 4S DEEP BOX W/ 1-1/2" EXT. VERIFY IN FIELD VERIFY IN FIELD CEILING VERIFY IN FIELD CEILING CEILING 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM 4S DEEP BOX W/ 1-1/2" EXT. CEILING IRE ALARM TROBE ;CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING ;IRE ALARM TROBE ;WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. O IRE ALARM PEAKER 'CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING IRE ALARM PEAKER WALL MOUNT) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM M j SIRE ALARM E'b I STROBE wi WP I (WEATHERPROOF) MRI , jM,ULTI-VOLTAGE CONTROL RELAY SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTION BOX F.B.❑. F.B.❑, N/A VERIFY IN FIELD F t4 '%B❑VE FINISHED ,FLOOR ;BURNISHED BY ITHERS N/A N/A N/A N/A N/A N/A N/A N/A N NOT PPLI CABLE N/A N/A N/A N/A U. N. lUUNLESS OTHERWISE ;NOTED N/A N/A N/A N/A EATHERPR❑❑F EVICE N/A N/A N/A N/A S BUILT ','ADD OR CHANGE t N/A N/A N/A N/A R .AS BUILT REMOVE N/A N/A N/A N/A BL UE• S BUILT TOTES TO CAD N/A N/A N/A N/A Copyri"ht 2006 b Guardian Securit PAID t"".: 2 2008 Ii Tukwila Fire S stems, Inc. All Ri"hts Resety RELEASE/REVISIONS fib nisi 4tt m uJ O DESCRIPTION LU Q 0 z SHOP DRAWINGS 0 00 cV V) < WASHINGTON LU H- F- LU Cn0 Ii 0' ' 0 CD ; N W ' Z 0 0 z W F- SCALE: 1 /8"=1 DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/28/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER:54489 SHEET FA -01 • : • ; THE DUCT 8140KE 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 L, DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERrN1 TEMPERATUX: +32*F 0' C TO 100'F (38C) HUMIDITY: 9 RELATIVE HUMIDITY, NON -CONDENSING OUTLET SAMPLING----\ TUBE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. HFP-11 SMOKE DETECTOR DEVICE IS USTED FOR AIR VOLOCIP( APPUCATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION MTh DUCT HOUSINGS AD -11P OR AD-11XPR ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE DEVICE LOOP TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE ' . I.•.1 '11.1 • ; • ; TYPICALIli1OUNTING FOR AD2-P DUCT DETECTOR FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> T DEVI F LAST • OR EVICE TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING ;, • • TO NEXT ADDRESSABLE DEVICE STOP 7 'LAST ;DEVICE RDM XLS .CONTROL PANEL OR ?REVIOUS: ADDRESSABLE DEVIC END OFLINE DEVICE(3.6K I/4W' SUPERVISED SWITCH •0 . • • COMBINE ALL, SHIELDSAND:. ISOLATE FROM GROUNDING • : 1,, , • , • ;:, TO NEXT,' ADDRESSABLE DEVICE STOP IF ..LAST' DEVICE • i 1 FROM XLS 'CONTROL PANEL ;OR PREVIOUS: ADDRESSABLE . DEVICE (-) END OF LINE DEVICE (3.6K 1/4W) TO, ,EXT DEICE OR END 1:1F LINE FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE {DATA IN (-) > DATA IN (+) > REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD HARD LID , CEILING SPEAKER SUPPORT T E DB -11 STANDARD SMOKE DETECTOR BASE TO NEXT DEVICE -0E-- > ( ) DATA OUT } (+) DATA OUT LID) HARD LID • (+) STROBE SPEAKER (+) (-) GROUND; 7VICE FROM FACP ",4W) (VOICE CIRCUIT) [ • ('V' CABLE) ISED TO DE END EXT CE OR F LINE NOTE: FOR ADDITIONAL SPECIFf CATIONS SEE PRODUCT DOCUMENTATION. 1: TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL • NOTE: • FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL SPEAKERISTROBE AND STROBE WIRING NOTE 1: • VOLTAGE! MAX,- CURRENTHMAX.-; • CONT. RES; MAX, - MAX, CABLELENGTH-; C; (LINE TOLINE)- C (LINE ,T1:1 SHIELD) - MAX. LINE,.SIZE- MIN. LINE!'SIZE-• '1 .• 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT. (18 AWG) • 0.02uF 0.04uF 14 AWG 18 AWG • • NOTE 21 '..., 'k . • . • • , .'•.: I' ALL SUPERVISED. SWITCHES MUST ;BE . HELD CLOSED. ',•..i.;.1 AND/0R.. OPEN FDR AT LEAST .25 SEC. , TD: GUARANTEE . Hi DETECTION. :. • . ' .. .. 4S • DEEP BOX • W/ 1 -1 /2" EXTENSION RING (SPEAKER STROBE) INPUT INPUT • TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO -F - - - - - 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION • CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTION BOX MOUNTED ON CEILING FLEX \\ • \ JUNCTION BOX ;MOUNTED AGAINST • CEILING SUPPORT 4.\ 00 00 • , • 1 I TO NEXT D CADDY BAR SMOKE, DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE ; SUSPENDED ILLUMINATED CE L t' 41 • TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS (AI I::IJflN RELEASE/REVISIONS m LLJ z DESCRIPTION SHOP DRAWINGS :! LLJ I- D < CO 0 CO 11) w ca uJ z co co 2 W 0 Z wI E ou) m< w 0 cc it N.. cY) 1.1.1 —J (ALE: 1/8"=l' DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: „ S . hf 2006 jb Guardian Securit S sfern, Inc. All R. hts NUMBER:54489 SHEET • FA -02 !F, it I! •y 1 CW. BD. SCR1T I ' CW. BO. SOMT Iii, • Tr AN. ()TING ROOMS', L' 1-1 I ) 0 a- !' .t 4 w T -1— —4 _`)l':':- _ - _a 1�..-t ii ll:^ 4 I;I, --. i.' "SF1l: -1 ii o.r) °".! - I! .1111 ----- - I!' I 0 i4 , • 2'fill 11 ../ ifi iii ! II 1-- --iy ; i i i'r�'� I i�,11 1I.r i IF -it 0 'ii ii dli + 9'-B' AU CW. ND. CELNC 2S,2V EOL -S1 19.56V -1 75 2S,2V 0 .b r50 yb + ti -r A,F,F CW. W. S Thi + 14.-C AFL NW. I36. 50FAI + 12'-O' AFF. D,I 2I — ,2S,2V-1 +30 C CD--2S,2V 15 + N' -N AFF (N) NV. W. COOK ,0 TCRET RM. CW. BO. SOFFIT CW. BD. SOFFlT OW. ND. T CWBD. SCFNW FlT FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL. rn z 0 U) W w U) w J w tl' z 0 F— z Q LU F— F— Q w OD 0 OD F— .o N N 0 0 N J W F - REV. BY: z Q ' .. DESCRIPTION SHOP DRAWINGS wO Q D co tb N LO :. a ««< FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J—BOX (VERIFY EXACT LOCATION C.C.'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L.L.. APROVED CONTRACTOR F- ESTFIELD SOUTHCENTER MALL DO \O- INSTALL ADDRESS ,BL N -IATO D 7V GES L \1TI L PREPROGRAMMED WIT DEVICES ADDRESS. W F 0) >• U, SCALE: 1/8" = 1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: .0B NUMBER:54489 ( SHEET FA -03 r'i I i, f.I c Copyright 2006 by Guardian Security Systems, Inc. All Rights SYSTEM CA LATIONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations Standby: BEBE FACP ADD ONS Alarm: Standby: Alarm: Device Te Amps Total 0.0022 Total Total 0.0022 0.0023 in!Syl ,tem Board Hi n T -MC • 30CD T -MC±. 75CD T -MC '110CD T -H l!C@115CD T -HM LC©135CD tLC©185CD HMC_j;;5 2, ocD 0.064 0.098 0.175 0.233 0.318 0.0635 0.009600 0.001600 0.005 0.0635 0.0096 0.0035 0.0731 0.098 0.0015 Amps, 7ndby Current Load: 0.0731 For 24 Hours = Amp -hours ' For 5 Minutes= Amp -hours flurrent Load: For 24 HoUrs = Amp -hours 25% Derating= Amp -hours For 5 Minutes= Amp -hours Total System Current Load: Amp -hours LI 0 25% Derating= Amp -hours 12VDC Amp -hours Amp -hours ttery air to be Used: Cl) z0 Cl) LU LU (/) LU LU CC CALCULATION STARBUCKS DOCK REV. BY: z < DESCRIPTION SHOP DRAWINGS DATE to 0 .,, Do csi to PROJECT: Panel: Date: Notification Applianc WESTFIELD SOUTHCENTER MALL BEBE May 28, 2008 CIRCUIT: Si QTY Device Type Alarm Current Alarm Total Wire Size WE Lengi — 0 SET -MC @15CD 64 0 4 , SET -MC @30CD 98 392 3 SET -MC @75CD 175 525 0 SET -MC @110CD 233 0 0 SET-HMC-C@115CD 318 0 SET-HMC-C@177CD 445 SET -HMC @135CD 318 .0 SET -HMC @185CD 445 1, Z-MC@15CD 64 64 0., z-MC@30CD 98 ! • ! 0 SET-MC-CW@110CD . 233 TOTAL mA= 981 12 RENT TOTAL= 981 DEVICES= Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL *2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E) (E= I* R) EOL Voltage (20.4 - E) 19.6-5-771341 981 nue( twInterole • ----- rm. BEBE WESTFIELD SOUTHCENTER MALL SCALE 1132":1 LU co LU co 2S,2V 2S,2V 2S,2V 2S,2V 2S,2V C 30 C 75 C 75 C 30 15 C 30 PROJECT: WESTFIELD SOUTHCENTER MALL - Panel: BEBE Date: May. 28, 2008 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size 7 70.7V1/8 1.8 12.6 0 0 0 0 0 0 0 0 0 0 0 0 0 CO CO Y.) cy) 2 2 Z Woo CC 1-- W a CD Fiz 2 w Cc i< < w 0< LL cc c) .1— CURRENT TOTAL= 12.6 Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL * 2 )* (R/ft) Total Device Load, Amps (I) (Total Cct Load) Voltage Drop ( E ) (E= I * R) EOL Voltage 2.92 0.01 Lu ct 0.04 20.36 2S,2V—c, IL /ccALE: 1/8"=1' DEVICES= 7 TOTAL m A= 20.36326596 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:5/28/08 BACKROUND, PLAN PROVIDED BY: 1..0B NUMBER:54489 SHEET • ht 2006 b Guardian Securit S stems, Inc. All RI Ms Res6i HALLWAY LANDLORD SERVICE CORRIDOR (N.I.C.) EQUAL EQUAL/ EQUAL EQUAL EQUAL ADJACENT TENANT (N.I.C.) l///////////////////////////////////// • .7 41 //////T//////' MANAGER'S OFFICE TOILET ROOM 4'-113/4" 5'-11 1/4" EQUAL 4'-0" 5'-111/4" 111/2" A Y1 EQ. EQ. EQ. EQ. 5'-0" - 5'-0" EQ. 5'- 5'-11 1/4" EQUAL ' 4'-0" .lir .riiiiiiAFAF APi i i��►iii APIK iiiiiiAIVAsW 4/21.iiiiAWAPA Ariiir r2 1111111111111i EQUAL EQUAL >!►rAW'srrAwrrrrrr�►�►�►�►sET_ �>«.!mmmmimmmummomm rrrlr�►- : A //////////////////y/////////i////////i EQUAL STOCKROOM STUDIO A.C.T. CEILING @ +11-5" A.F.F. GYP. BD. CEILING @ +11'-5" A.F.F. SALES AREA GYP. BD. CEILING @ +11'-5" A.F.F. FlexHead Sprinkler Drop • Corrugated stainless steel /—available in 2', C hose with stainless steel braid 3',4',5' & 6' legnths • Design per NFPA 13 — Ordinary Hazard Group 2 All materials to be new, U.L. listed and F.M. approved All heads to be at least 6' apart with no obstructions . Adjustable Hub Multi -Port Bracket • RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C–CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING ,hese plans have been: reviewed by .The, Tukwjla Re:- •, '-revention •Bureau "o:' conformance with current City'.,.. :`'%'ndiartis:. Accectarr:;,? is,. 5tit)ject td:errors.and :-. nissions which .: is n.:;l. ,-rt'thorize violations_ of adopted ... i - ;andards and ordirt'anc . The respo risibility For the ` oeq acy,ot desic3f1_.•ry _; totally -0th the .designer; .ddltions;.:deleaon o. 4-. ' JOns to these drawings after ..• FIs date will Void rili:•:ptance and will require a resutxni 2i't revived stl.r.5 trg .f^..'• sqbsequent approvaie. Final:ecce tans }.f y _ . • .P . •J ei t::� fieidIest:and lnspectio .by.. The:Tukwl}a Firer el e n Bureau,:.- ` . 37. - Relocate_ Reliable Model G5-56 Quick Response .165° Concealed Pendents % x Elexheadf omn'iercial Ceiling Unit • T=Bar Ceiling Installation Model #2024,2036,2048,2060,2072 • STEEL JOIST/TRUSS HANGER DETAIL NTS To‘schedul :inSpE (ions• call :206757574407 FIRE 'PROTECTION INCORPORATED-' P.O. BOX 12113" MILL CREEK, WASHINGTON 98082-0113 .: PH. (425) 481-7669 oar rlir. ..▪ :FIRE PROTECTION $PltINKIIAR r.::.. ;,: John.Thomas DeMertino, '9794 -109.1 -CG :. -Level 3 ■ .Crownlwre'Pr�otection, Inc: : CRQVV'NFPO44Lt: :::.: MORPHE WESTFIELD SOUTHCENTER SPACE# 1530 - 637 SOUTHCENTER MALL TUKWILA, WA 98188 T VICINITY MAP (Suite# 637) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchiines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is riot responsible for existing conditions. EAST RISER DETAIL HYDRAULIC REFERENN CE O\ Y. NOT TO SCALE Ordinary Group ii'0.20gpmfft2 for 947.00ft2 W. AF.F GYP. 00. SOFFIT +17-YAF.F. --L--1 -' r &Pr' AAPIVIV Alkdrelfgr f + F$AFF. GYP. 80. SOFFIT O.O. VESTIBULE afA'$A FF GYP. 80. SOFFIT +F$ A F F. GYP. BD. SOFFIT +F$ A.FF GYP. 8D SOFFIT Remote Area +F$ AF F GYP. BD. SOFFIT + 17-0'AF.F. • SUSPENDED GYP. BD CELAG +F$AF F. GYP. BD. SOFFIT Existing Main -0,- a sit m . ZONE T1 +8.6 AF.F. GYP. BD. SOFFIT +47.8. F I- S"iss osi —.—Existina Main ZONE T1 +F$ A FF. GYP. BG SOFFIT +9'-6'AFF GYP. ED. CEILING +F$AF F, G P. - . SOF • PO GYP. ED. CEILING +F-6' A FE GYP. ED.CEILING GYP.OD.GEItING AT BeBe Remote Area: Retail # 637 CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAIC COVERAGE per HEAD 130 DENSITY .20 GPM / FI' for 947.68 SPRINKLER Reliable Model G4A Ft' FF ORIFICE 1/2" K» 5.6 WATER FLOW INFORMATION: STATIC 140 . PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 372.09 GPM a) 82.56 PSI At time o pest n 12'- 0" CLC. = 37.00% AREA REDUCTION TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE :. SPRINKLER BRANCHLINE ........... FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD . CEILING TILE FLEXHEAD DETAIL, NOT TO SCALE FIG. 909 SWIVEL SWAY BRACE FITTING SIB' KWIK BOLT 1W BASED LENGTH) BRACE PIPE FIG. tODO �, -'''----- `SFAST P WAY BRACECLAMATTACtN.EAIT UNE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FILE COPY FIG. 4A PIPE CLAMP FOR SWAY BRACE O LATERAL BRANCHLINE RESTRAINT ittadi NOR -THREADED BRACE PIPE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT i% 9B' KWIK BOLT (2 U4' EMBED LENGTH) BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE - TUKWILA FIRE DEPARTMENT. Please call: 575-4407 and give this job sad exact address for shut= or restoration approval +9,8-A F -F GYP. 80. CEIUNG +F$ A F F GYP. OD. CEILING •TW A F F GYM. BD. CEILING FIRE SPRINKLER SYST 1/8"=V-0" +11'-0'AFF. SUSPENDEDACOUSTICAL ' TILE CEILING l must be inspe r before pipe is hung. Do not paint piping prior to ► ydrostatic test oroval. 1 3 i nese. p!^ -Is ; : . • • Preventio;: 'standard::.: omissiom; • stanoz ' adeqw-y3y , Additor; . .. this !resubmittal r•-• accept_ `. The Tukwila Ft a Pre v6ni or, Bureau. r.. � � a;,o•r i ;i pproval. inspect cn by By: • Hanger No. 07C HILTI Kwik Bolt III Rod Coupling AD Thread Rod Cut Rod Lgth Rounded to Nearest Inch • Swivel Ring Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICIMTY MAP DETAIL NOT TO SCALE 2 ' 2008 Tukwila Fire (D w z 0 Adam Kantner C.) C Lakeview Construction CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN 4 -WAY EARTHQUAKE BRACE R5415 0 HYDRAULIC REFERENCE POINT R3615 QTY. 38 4 Total = 42 SPRAY ORIF. FIN. TEMP. MFR./MODEL 5.6 Pendent /I. Chrome 155°F G4A Concealed APPROVAL: City of Tukwila 5.6 Pendent Chrome 155°F F1FR Semi-Rec CONT. NO.: K80401 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 05/20/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA- 98052 Lic. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED ALBUQUERQUE/AUSTIN /DALLAS /DECATUR /DENVER /DULUTH /HOUSTON/KANSAS CITY LAS VEGAS/MLI APOUS/PHOENIX/PORTLAND/RAPID CITY/ ST. PAUL./SALT LAKE C/TY/SEATT1E Phone: 425-881-0100 Fax 425-881-3030 BeBe 637 Southcenter Mall Tukwila Na 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF 1 VICINITY MAP (Suite# 63 7) SCALE: NTS General Notes 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE •W -6•A F GYP. BD. •F Ordinary Group II.0.20gpm/ft2 for 947.00ft2 ,vr AFF GYP. BD. SOFFIT ♦17-0'AFF B O. VESTIBULE 1A' -6•A FF GYP. BD. SOFFIT 14 rte'.. .MOW •96'A F F GYP. BD. SOFFIT •SL;Er A FF GYP. BD. SOFFIT Remote Area FB'-6•AFF GYP. BD. SOFFIT •17-0'AFF • SUSPENDED GYP. BD CEIL r I' A+rG# or,) i• •6'-6'AFF 4P. ED. SOFF o CP 1 -1. 441/2 CI - 0 M S, ZONE T1 •B'-6•AFF. GYP. RD. DEFT •B'-6' A F O Existing Main-.— t ®e ®'EDI =2 Citi =11tSfl EEG ID= CB o tie 'ina Tam-.• —E ZONEg T1ain 41'1 • PLO" SFF GYP. BD SOFFIT • 8'-6'A F F GYP. BD. SOFFIT a.6• A FF GYP. BD. CEILING •9'-6'4 FF GYP, BD. CEILING • 9'.6' A F GYP BD. CEILIt 9'-6'A F F 7-1Y2 O . +i y '. O�Q 0• k9.1 ,1 • 4-91/2 2-21h ('^0 A Oaf° 1 -1M1, n GYP. BD. CEILING :1%4 r + 4_ 2-2 2 11 60 \J •9'-6'A F F GYP. BD. CEILING K • B'6'A F F GYP. BD CEILIG •11' -GAFF SUSPENDED ACOUSTIC TILE CEILING FIRE SPRINKLER SYSTEM •B-0'AF F. (Na GYP. BD. CEILING BeBe Remote Area: Retail # 637: CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 DENSITY .20 GPM / FN for 947.68 SPRINKLER Reliable Model G4A Ft' Ft' ORIFICE 1 /2" K. 5.6 I 1 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER. SYSTEM REQUIRES: 372.09 GPM E' 82.56 psi �. 1. ` At time of Design 12'- 0" CLG. s 37.00% AREA REDUCTION 3 5 7 9 11 TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CELING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. BOB SWIVEL SWAY BRACE FITTING BRACE PIPE -FAST CLAMP' LINE PIPE LATERAL LINE RESTRAINTS 3/9' KWIK BOLT NON -THREADED BRACE PIFE *,cyo' NO -THREAD SWIVEL SWAY BRACE ATTACI-NENT FIG. 4A PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3.43' KWIK BOLT (2 IM• EMBED LENGTH) BRACE PIPE lc& NON -THREADED BRACE PIPE NOT TO SCALE Hanger No. 07C HILTI Kwik Bolt III Cut Rod Lgth Rounded to Nearest Inch DrVied Anchor Rod Coupling Thread Rod Swivel Ring Concrete Constniction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE Adam Kantner CIS Lakeview Construction CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R5415 38 6.6 Pendent Chrome 155°F G4A Concealed APPROVAL: aty of Tukwila HYDRAULIC REFERENCE POINT R3615 4 Pendent Chrome 155°F CONT. NO.: KS0401 Total = 42 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/19/08 Western States Fire Protection Company 7102 180th AVE NE STE A-105 REDMOND, WA - 98052 WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN / DALLAS / DECATUR / DENVE /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS /LtIMEAPOLIS / PHOENIX / PORTLAND /RAPID C/TY / ST. PAUL /SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 BeBe 637 Southcenter Mall Tukwila Oa 98188 FIRE SPRINKLER SYSTEM SHEET FP -1 OF