Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 320 STRANDER BLVD - BANK OF AMERICA - PERMITS AND PLANS
320 STRANDER BLVD ASSOCIATED PERMITS 16-S-199 D16-0131 16-F-249 09-S-027 08-F-507 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bank Of America 320 Strander BI Permit No.: 16-S-199 Date: September 27, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/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). 1 • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bank Of America 320 Strander BI Permit No.: 09-S-027 Date: February 12, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • The FDC shall have a 30 degree downward angle bend, with a 5 -finch Storz fitting and Knox locking Storz cap. • The height of the FDC shall be 36 to 48 inches above grade. • The FDC shall be oriented in the direction of fire apparatus access, have a 4 ft. clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage as necessary. • The height of the PIV shall be 36 inches from grade to the top of the PIV. • The FDC and the PIV shall be painted "safety red". • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". • Fire Department lockboxes shall be provided for access to all sprinkler risers and fire alarm panels. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. • Modifications involving 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION Site Address: 320 Strandler Blvd, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Bank of America - Tukwila Branch New Tenant? ❑ - Yes j No Property Owner's Name: Mailing Address: City CONTACT PERSON -if there are questions about the submittal. Name: Brian VanDerHeyden Day Telephone: 206-450-8374 King Co. Assessor's Tax No.: State Zip Company Name: RedHawk Fire & Security Mailing Address: 21312 30th Drive SE, Suite #103, Bothell, WA 98103 City State Zip E-mail Address:w&Permits@redhawkus.eom Fax Number: 425-486-2611 Contractor's City of Tukwila NICET III number: Business License number: BUS -0993181 Total number of new/relocated devices or sprinkler heads: 4 Horn/Strobe Valuation of Project (contractor's bid price): $4,900.00 Scope of Work (please provide detailed information): add 4 new Horn/Strobes to existing fire alarm system to ctcc.un wtldte tai ede eyes iii (lour phare. 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. BUILDIN . 0 Signature: Print Name: AUTHORIZED AGENT: Plan Permit App.doc Date: k7—A2...\ u Day Telephone: 8/22/14 TFD FP Form 8 44itts'i ir44 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 9202470050 Site Address: 320 STANDER BLVD. , TUKWILA, WA. 98188 Suite Number: N/A Floor: 1 Tenant Name: BANK OF AMERICA, TUKWILA SOUTHCENTER New Tenant? ❑ - Yes m - No Property Owner's Name: BANK OF AMERICA Mailing Address: 320 STRANDER BLVD., TUKWILA, WA. 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ANDREW FINN Day Telephone: 206-438-3380 Company Name: COSCO FIRE PROTECTION Mailing Address: 4308 131ST PLACE, TUKWILA WA. 98168 City State Zip E-mail Address: AFINN@COSCOFIRE.COM Fax Number: Valuation of Project (contractor's bid price): $ 6024.16 Scope of Work (please provide detailed information): PROVIDE FIRE SPRINKLER PROTECTION FOR THE TENANT IMPROVEMENT FOR BANK C AMERICA, TUKWILA AT SOUTHCENTER. INSTALLING 30 NEW FIRE SPRINKLERS. 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 0 OR AUTHORIZED AGENT: Signature: Print Name: 4/40/(201A-) //V/V Day Telephone: Plan Permit App.doc Date: 7/ Vpj 5/14/W TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:3 0F A Type of sp io PO E117-- bt / �,�E efti_ cp Address: Suite #: �`J1/ �, / _an UJ&, 5 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: j t o a)/2- f, -L_ 04 -ss — `%/ ,.i r- Monitor: F/, F,,j kL- - fri-SS Permits: & Gi — L_ •Fin . G, /1 i i ,J 1 Nen 7Z 4 b nti 6,f(fA1t)-7 Pte- (4( 4 (A c,kz Pi+i -o 1, o Fc i24 / fin -i---- - wow- pis , .4 --c t1146-12_ 6,67 t-er/A.4 7 - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FAXM5 Date: /2bZile(:) Hrs.: ' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �o `A Type � ion: lC- Address: Suite #: YZe) 57,r. -re -- Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: +� 41?7Z7'0/or,f74 D AaA1/t "AA Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector; — /�,3 Date: /Z_f//Z//6 Hrs.: /• a / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /6-01,5) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 17Eper applicable codes. Corrections required prior to approval. COMMENTS: (c_ -k-t. cev.e. r --ko..te_ _ri Needs Shift Inspection: Sprinklers: Type of Inspection: Proje- Address: Suite #: ,.32- S'77(4..:41." Contact Person: Special Instructions: Phone No.: 17Eper applicable codes. Corrections required prior to approval. COMMENTS: (c_ -k-t. cev.e. r --ko..te_ _ri Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A--/ ii -/S"3 Date: w/3/// 6 Hrs.: /. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Job Number: 2-11-0147 Report Description: Ordinary Group I Job Job Number 2-11-0147 Design Engineer C. MILLER Job Name: BANK OF AMERICA State Cerfta of cense Number FIRESWI 14081 Address, 320 STRANDER BLVD. AMJ CITY OF TUKWILA Address 2 Job Site SOUTH CENTER BRANCH Cily i State TUKWILA i WA Zip Cade 98188 °rearing Name 2-11-10147_Revision03_(Bank of America side walls) System Remote Area(s) fdpst Demanding Sprinkler Data 11.2 K -Factor 38.00 at 11.51 Omrpa cy Ordinary Group I Job Sulfa Nose Allowance At Source 250.00 Density 0.15gpm/ft2 Area o, Ayphcauon 1500.00ft' (Actual 2016.86ft2) Additional Mose Suppkes Node Flow(gpm) Number Of Sprinklers Calculated Coverage Per Sprinkler 16 i 112.00ft' AutoPeak Results Pressure For Remote Area(s) Adjacent To Most Remote Area%JI! ` CAL 6. lost. ha Tr or,o 5� Total Mose Stream: 250.00 ,r . \. li/ • ii 0 ✓ System Flow Demand 398.10 Total Water Requked (Induding Mose AXvxance) 648.10 I f ,V2��� `/ -- Maximum Pressure Unbalance In Loops 0.00 Maximum Velocity Above Ground 23.42 between nodes 202 and 209 '' f r ��' 411001110 Maximum Velocity Under Ground s{ Volume capaay al Wel Pipes 261.42ga1 Volume capacity A Ory Pipes 2.69ga1 Supplies Hose Flow Node I (gpm) Static (psi) Residual @ Flow (psi) (9Pm) Available Total Demand (psi)- (gpm) Required (psi) Safety Margin (psi) 1 250.00 140.00 20.00 5894.00 137.98 648.10 119.04 18.94 Contractor Contraclor Number 2-11-10147 Contact Name C. MILLER Conus rme PE Name of Contractor FIRE SYSTEMS WEST Phone 253-833-1248 Pa enslon Mdress 1 219 Frontage Road North, Suite B FAX Mdreas 2 Ema l CT' Pacific State WA Lo Code 98047 Web -Site (�j © M.E.P.CAD, Inc. :t2 AutoSPRINKO VR7 v7.1.7 05/11/2009 1:29:31 PM Page 1 INSPECTION NUMBER INSPECTION RECORD( Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206 -575 - Project:/.., A v Type of Inspection: 25;$44%f 4 . /r/2',17 Address: Suite #: 32,6 s7 -A'%-dem Contact Person: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ars- d Pi --41 ot ;•3 a• 0.14,7 ��.�� 743-s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 3/14/14 Zip: T.F.D. Form F.P. 113 Summary Of Outflowing Devices Job Number: 2-11-0147 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (9pm) K -Factor (K) Pressure (psi) Sprinkler Sprinkler Sprinkler Sprinkler 2004 2006 2008 2010 Sprinkler 2012 21.50 22.52 23.49 22.58 21.17 16.80 16.80 16.80 16.80 16.80 Sprinkler 2014 1 19.37 16.80 2016 I 38.00 38.00 Sprinkler 2001 22.43 16.80 'c: gin Node Analysis Job Number: 2-11-0147 Report Description: Ordinary Group Node , Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 211 14-41/2 T(3-7) 18.23 - _ 213 14-4 T(3-7) PO(5-8%z) 19.90 215 14-4 23.22 216 14-4 T(3-7) 18.35 218 14-4/ . T(3-7) 16.06 220 14-5 T(3-71 13.36 207 14-4/2 T(3-7) 19.39 210 14-4 T(3-7) I 21.17 212 14-4 PO(4-3%)_ 24.70 214 14-4 T(3-7)19.54 217 14-41/2 ' 113f7) 17.12 219 14-5 T(3-7) 14.24 206 14-4'/z T(3 -7Z 27.23 208 _ _ - 14-4 T(3-7) 27.94 - 209 14-4 POL4-3'/z) 30.22 109.73 8 1-0 . 20 2-5 : PO(14-41/2) 108.06 j 202 13-2 93.00 2004 13-0 Spr(-14.74) 14.74 21.50, 2006 13-0 Sp- -16.18) 16.18 22.52 _ 2008 13-01 Spr(-17.60) 17.60 23.49 2010 13-0 Spr(-16.26) 16.26 22.58E 2012 13-0, Spr(-14.3) Spr(-11.96 14.30 11.96 11.51 16.04 21.17 19.371_ 38.00 22.43 2014 13-0 - 2016 14-10 I Spr(-11.51) T- Spr(16.041 2001 13-0 2003 _i 13-0 1 Spr(-17.18) 17.18 23.21j 2007 13-0Spr(18.71 18.71 24.2 2009 13-0 r Spr(-17.30) Sp>l_e_1521) 17.30 15.21 23.29r 21.84 2011 13-0 2013 13-0 Spr(-12.73) 12.73 19.98 2015 14-10 Spr(-12.29) 12.29 _ 39.27 2002 13-0 1_ Spr(-24.01) 24.01 24.60 27.441 --- 27.771 2005 13-0 Spr(-24.60 M.E.P.CAD, Inc. 411 AutoSPRINK® VR7 v7.1.7 05/11/2009 1:29:45PM Page 3 Hydraulic Analysis Job Number: 2-11-0147 Report Description: Ordinary Group I Pipe Type Downstream Upstream Diameter Flow Velocity K -Factor HWC Pt Friction Loss Length ' Pressure Eq. Length Summary Total Length Elevation Discharge Pn Fittings ® Route 1 BL 1.3800 0=38.00 8.15 C=100 0.157227 6-3'/z Pf 1.66 2016 14-10 q=38.00 K=11.2 11.51 Spr(-11.51) 4-3'/z' Pe 0.19 220 14-5 13.36 2E(2-1 %) 10-6'/x' Pv BL 1.3800 0=57.37 12.31 C=100 0.336890 8-0; Pf 2.70 220 14-5 13.36 Pe 0.01 218 14-4% 16.06 8-0 Pv BL 1.6100 0=78.54 12.38 C=100 0.284341 8-0; Pf 2.27 218 14-4% 16.06 ' Pe 0.01 216 14-4 18.35 8-0, Pv BL 1.6100 0=101.13 15.94 C=100 0.453833 5-0; Pf 4.86 216 14-4 18.35 5-8% Pe 0.01 215 14-4 23.22 PO(5-8'4) 10-8'% Pv CM 2.6350 0=168.64 9.92 C=100 0.106126 14-0 Pf 1.49 215 14-4 23.22 Pe 212 14-4 24.70 14-0 Pv CM 2.6350 0=342.89 20.17 C=100 0.394423 14-0 Pf 5.52 212 14-4 24.70 Pe 209 14-4 30.22 14- Pv CM 2.6350 0=398.10 23.42 C=100 0.519895 96-3% Pf 62.27 209 14-4 30.22 23-61 Pe 0.50 202 13-2 93.00 T(11-9), 3LtE(3-11) 119-9% Pv DY 3.2600 Q=398.10 15.30 C=100 0.184394 10-4Y Pf 10.40 202 13-2 93.00 46-t Pe 4.66 20 2-5 108.06 2LtE(4-9%), ALV(12-5%), BV(9-7), 56-4'/ Pv PO(14-4%) MS 4.0260 Q=398.10 10.03 C=120 0.047087 2-61 Pf 1.06 20 2-5 108.06 ____ 20-0i Pe 0.61 8 1-0 109.73 T(20-0) 22-6i Pv BL 4.2200 Q=398.10 9.13 C=140 0.028152 45-8Y Pf 7.79 8 1-0 109.73 _ 53-6Y Pe 1.52 1 -2-6 119.04 3E(16-8'/), PIV(3-4), BFP(-5.00), S 99- Pv Gil Route 2 BL 1.3800 0=39.27 8.42 C=100 0.167100 6-31/ Pf 1.76 2015 14-10 q=39.27 K=11.2 12.29 Spr(-12.29) 4-3'/ Pe 0.19 219 14-5 14.24 2E(2 -1Y) 10-61/ Pv BL 1.3800 0=59.25 12.71 C=100 0.357647 84 Pf 2.86 219 14-5 14.24 Pe 0.01 217 14-4% 17.12 8-a Pv BL 1.6100 Q=81.09 12.78 C=100 0.301661 8-0 Pf 2.41 217 14-4% 17.12 Pe 0.01 214 14 4 19.54 8- Pv BL 1.6100 0=104.38 16.45 C=100 0.481257 5-q Pf 5.15 214 14-4 19.54 5-8Y Pe 0.01 212 14-4 24.70 PO(5-8V) 10-8'% Pv a Route 3 DR 1.0490 0=19.37 7.19 C=100 0.171844 __ 3-1 Pf 2.00 2014 13-0 q=19.37 K=5.6 11.96 Spr(-11.96) 8-6Y Pe -0.61 220 14-5 13.36 E(1-5), 2T(3-7) 11-8I Pv v Route 4 DR 1.0490 0=19.98 7.42 C=100 0.182035 3-1 Pf 2.12 2013 13-0 q=19.98 K=5.6 12.73 Spr(-12.73) 8-6Y Pe -0.61 219 14-5 14.24 E(1-5), 2T(3-7) 11-8 Pv op Route 5 DR 1.0490 0=21.17 7.86 C=100 0.202608 3-1Y Pf 2.37 2012 13-0 q=21.17 K=5.6 14.30 Spr(-14.30) 8-6'/ Pe -0.60 218 14-4% 16.06 E(1-5), 2T(3-7) 11- Pv Route 6 DR 1.0490 0=21.50 7.98 C=100 0.208382 11-1 Pf 4.09 2004 13-0 q=21.50 K=5.6 14.74 Spr(-14.74) 8-6Y Pe -0.60 211 14-4Y% 18.23 E(1-5), 2T(3-7) 19-7Y% Pv BL 1.3800 0=44.02 9.44 C=100 0.206385 8-9 Pf 1.65 211 14-4% 18.23 Pe 0.02 213 14-4 19.90 84 Pv BL 1.3800 0=67.51 14.48 C=100 0.455319 3-0i Pf 3.31 213 14-4 19.90 4-3% Pe 0.00 215 14-4 23.22 P0(4-3%) 7-3% Pv aik Route 7 DR 1.0490 0=21.84 8.11 C=100 0.214563 3-1% Pf 2.51 2011 13-0 q=21.84 K=5.6 15.21 Spr(-15.21) 8-6% Pe -0.60 217 14-4% 17.12 E(1-5), 2T(3-7) 11-8 Pv ® Route 8 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/11/2009 1:29:49PM Page 4 111 Hydraulic Analysis Job Number: 2-11-0147 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss j Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length i Summary Total Length DR 1.0490_ Q=22.43 8.33 C=100 0.225382 11-1 Pf 3.94 2001 13-0 q=22.43 K=5.6 16.04 Spr(-16.04) 207 14-4'/ 19.39 2E(1-5), T(3-7) 6-5, Pe -0.60 17-6, Pv BL 1.3800 0=45.64 9.79 C=100 0.220648 8-0 Pf 1.77 207 14-4'/ 19.39 210 14-4 21.17 8-I% Pe 0.02 Pv BL 1.3800 0=69.86 14.98 C=100 0.484999 3-0 Pf 3.53 _ 210 14-4 21.17 212 14-4 24.70 P0(4-34) 4-3% 7-34 Pe 0.00 Pv ar Route 9 DR 1.0490 0=22.52 8.36 C=100 0.227153 3-1'4 8-6'/j 11-8I Pf 2.65 Pe -0.60 Pv 2006 13-0 q=22.52 K=5.6 16.18 Spr(-16.18) 211 14-4'/: 18.23 E(1-5), 2T(3-7) Gil Route 10 DR 10490 Q=22.58 8.38 C=100 0.228292 I 3-2 Pf 2.67 2010 13-0 q=22.58 K=5.6 16.26 Spr(-16.26) 216 14-4 18.35 E(1-5), 2T(3-7) I 8-6%1 11-8%Pv Pe -0.59 GO Route 11 DR 10490 0=23.21 8.62 C=100 0.240161 3-1'V 8-6'/ 11- Pf 2.80 Pe -0.60 Pv 2003 13-0 q=23.21 K=5.6 17.18 Spr(-17.18) 207 14-4'h 19.39 E(1-5), 2T(3-7) rill Route 12 DR 10490 Q=23.29 8.65 C=100 0.241703 3- 8-6'/ 11-8'4 Pf 2.83 Pe -0.59 Pv 2009 13-0 q=23.29 K=5.6 17.30 Spr(-17.30) 214 14-4 19.54 E(1-5), 2T(3-7) war Route 13 DR 1_0490 Q=23.49 8.72 C=100 0.245621 3- 8-6'/ 11-8% Pf 2.88 Pe -0.58 Pv _ 2008 13-0 q=23.49 K=5.6 17.60 Spr(-17.60) 213 14-4 19.90 E(1-5), 2T(3-7) cap Route 14 DR 10490 Q=24.22 8.99 C=100 0.259829 3- 8-6' 11-8Y Pf . 3.04 Pe -0.58 Pv _ 2007 13-0 q=24.22 K=5.6 18.71 Spr(-18.71) 210 14-4 21.17 E(1-5), 2T(3-7) Gill Route 15 DR 10490 0=27.44 10.19 C=100 0.327282 3-1'/ 8-6Yx 11-8 Pf 3.82 Pe -0.60 Pv 2002 13-0 q=27.44 K=5.6 24.01 Spr(-24.01) 206 14-4'/ 27.23 E(1-5), 2T(3-7) BL 1.3800 0=27.44 5.89 C=100 0.086077 8-0 8-0 Pf 0.69 Pe 0.02 Pv 206 14-4Y 27.23 208 14-4 27.94 BL 1.3800 Q=55.21 11.84 C=100 0.313820 3-0 Pf 2.28 4-3% Pe 0.00 7-3% Pv 208 14-4 27.94 209 14-4 30.22 P0(4 -3%z) at Route 16 DR 10490 0=27.77 10.31 C=100 0.334709 3-2 8-6% 11-8'/ Pf 3.92 Pe -0.58 Pv 2005 13-0 q=27.77 K=5.6 24.60 Spr(-24.60) 208 14-4 27.94 E(1-5), 2T(3-7) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplierll / Actual Inside Diameter 4'87 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/11/2009 1:29:49PM Page 5 �Y9 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: 2-11-0147 Report Description: Ordinary Group 1 Veloci K -Factor HWC Friction Loss Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%* Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose 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 PRV PrV red S sCV Spr St Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. u� AutoSPRINK® VR7 v7.1.7 05/11/2009 1:29:49PM Page 6 Hydraulic Graph Job Number: 2-11-0147 Report Description: Ordinary Group 1 Supply at Node 1 150 -Static 135 Pressure 140.00 120X8.10@11904 : 105 648.10 with hose streams 90 .N - n _ 75 3 N N d i rn - 60 System demand curve 45 30 15 5894.00 @ 20.00 0 —RU11111111111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 I I f 1 l 1 1 1 1 1 1 1 1 1_ 1 1 1 I I I I_1 1 1 1 1 %00 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Grapll Supply at Node 1 Static Pressure 140.00 Resbuae. Pressure 5894.00 @ 20.00 Available Pressure G rime of Test 137.98 @ 648.10 System Demand 398.10 @ 119.04 System Demand (M,dulina Mose Mtowance) 648.10 @ 119.04 © M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 05/11/2009 1:29:55PM Page 7 Hydraulic Summary Job Number: 2-11-0147 Report Description: Or Job Job Number Desgn Engineer 2-11-0147 C. MILLER Job Name- State CertificaaoMjcense Number BANK OF AMERICA FIRESWI 140B1 Address 1 - ._. — ANJ 320 STRANDER BLVD. CITY OF TUKWILA Address 2 Job Ste SOUTH CENTER BRANCH City State I Zip Code TUKWILA WA 1 98188 w Draeg Name 2-11-10147_Revision04_(Bank of America side walls) System . Remote Area(s) Moat Demanding Sprinkler Data 11.2 K -Factor 38.00 at 11.51 0oa pae y Job Suffix Ordinary Group I lbse Allowance At Source Density Area of Appbcabon 250.00 0.15gpm/ft' 1500.00ft' (Actual 2002.12ft') Additional Nose Supples Number Of Sprinklers Calculated Coverage Per Spiolder Node Flow(qpm) 13 112.00ft' AutoPeak Results Pressure For Remote Area(s) Adlacent To Most Remote Area DRQ AL k CAc.6. *sats Inc. m>.s _ p Sod �V��`�o:�i_ j! u �m ) (10 iil 11, Total Hose Streams 250.00 r .-7,11r.11 d_ - ' 7 '1_�'Okl ” System Fbw De marW 368.02 .Pressure Tool Water Required (lncludkg !lose AXowanre) 618.02 • � `.i`� I „Al. r Maxknu VroaMnce M loops 0.00 Maxnrxen Velocity Above Ground 21.65 between nodes 202 and 206 % Madmen Velocity Under Ground Volume capacity ol Wet Prpes 261.O8gal Volume capacity of Dry Pees 2.69ga1 Supplies Node Hose Flow Static (gpm) i (psi) Residual @ Flow Available @ Total Demand Required (psi) (gpm) (psi) (gpm) (psi) Safety Margin (psi) 2 250.00 140.00 20.00 1 5894.00 138.15 618.02 93.39 44.76 Contractor Contractor Number 2-11-10147 Contact Name C. MILLER Gond* Title PE Name of Contractor FIRE SYSTEMS WEST Phone 253-833-1248 Extension Address 1 219 Frontage Road North, Suite B FAX Address 2 Emas Coy Pacific State WA Zip Code 98047 Web.SIte © M.E.P.CAD, Inc. un AutoSPRINK® VR7 v7.1.7 05/11/2009 12:30:21 PM Page 1 111 Summary Of Outftowing Devices Job Number: 2-11-0147 Report Description: Ordinary Group I Device Actual Flow (gPm) Minimum Flow (gpm) K -Factor Pressure (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 4, Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 3011 20.04 3013 39.38 3007 20.14 _ 3012 39.60 3003 21.17 3006 19.37 3010 38.00 3001 22.06 3004 20.19 3008 3002 Sprinkler 3005 16.80 38.00 16.80 38.00 16.80 16.80 38.00 5.6 12.80 11.2 12.36 5.6 12.94 11.2 12.50 5.6 14.30 5.6 11.96 11.2 11.51 39.70 23.74 21.73 Sprinkler 3009 • 42.89 16.80 16.80 38.00 16.80 16.80 38.00 5.6 j 15.52 5.6 13.00 11.2 12.56 5.6 17.97 5.6 15.06 11.2 14.66 c Most Demanding Sprinkler Data f © M.E.P.CAD, Inc. la AutoSPRINK® VR7 v7.1.7 05/11/2009 12:30:30PM Page 2 119 Node Analysis Job Number: 2-11-0147 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 211 219 , 221 . 210 215 220 209 214 218 14-4 PO(5-8'h) 14-4% T(3-7) 14-5 ' T(3-7) 14-4 PO(4-3Y) 14-4Y: T(3-7) 14-5 T(3-71_ 207 212 216 206 14-4 PO(4-3Y:) 14-4Y2 I T(3-7) 14-5 T(3 -f 14-4 PO(4-3%) 14-4% T(3-7) 14-5 T(1-7) 14-4 T(11-9) 310 1-0 20 332 2-5 POO 4-4%) 6-5 201 13-2 LtE(4-9Y:) 202 208 213 13-2 20.40 17.21 14.32 20.62 17.39 14.48 21.40 16.06 13.36 23.25 17.48 14.55 27.54 84.46 82.93 75.01 70.70 68.92 217 14-4 14-4% 200 PO(5-8' T(3-7) 14-5 T(3-7) 13-2 13-2 1 26.93 20.30 16.93 1 3011 3013 3007 3012 13-2 0.00 0.00 0.00 13-0 S -12.80) 14-10 S.r-12.36 13-0 Spr(-12.94) 14-10 S.r -12.5 13-0 S.r-14.30) 13-0 S.r(_11. ) 14-10 Spr(-11.51) 13-0 S.r(-15.52) 13-0 S. -13.00) 14-10 S. -12.56) 13-0 Spr -17.971 13-0 S.r -15.06 14-10 S. -14.66) 3003 3006 3010 3001 3004 3008 3002 3005 3009 12.80 _ 12.36 12.94 12.50 14.30 11.96 11.51 15.52 20.0 39.3 20.14 39.64 21.171 19.371 38.0 22.0 20.1 39.7 23.7 21.7 42.89, 13.00 12.56 17.97 15.06 14.66 k, ©M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 05/11/2009 12:30:36PM Page 3 I Hydraulic Analysis Job Number: 2-11-0147 Report Description: Ordinary Group I Pipe Type Downstream Upstream Diameter Flow Velocity K -Factor HWC Pt Friction Loss !Length Pressure Eq. Length Summary Total Length Elevation Discharge Pn Fittings i j Route 1 BL 1.3800 0=38.00 8.15 C=100 0.157227 ! 6-3% Pf 1.66 3010 14-10 q=38.00 K=11.2 11.51 Spr(-11.51) 4-3'A Pe 0.19 218 14-5 13.36 2E(2 -1'/z) 10-6'V Pv BL 1.3800 0=57.37 12.31 C=100 0.336890 8-0 Pf 2.70 218 14-5 13.36 Pe 0.01 214 14-4'/z 16.06 8-0 Pv BL 1.6100 Q=78.54 12.38 C=100 0.284341 13-0 Pf 5.32 214 14-4'/ 16.06 5-8''/ Pe 0.02 209 14-4 21.40 P0(5-8'/2) 18-8Y Pv CM 2.6350 0=197.70 11.63 C=100 0.142415 13-0 Pf 1.85 209 14-4 21.40 ; Pe 207 14-4 23.25 13-0 Pv CM 2.6350 0=279.66 16.45 C=100 0.270514 4-1 Pf 4.29 207 14-4 23.25 _ 11-9 Pe 206 14-4 27.54 T(11-9) 15-10 Pv FM 2.6350 0=368.02 21.65 C=100 0.449563 79-2 Pf 40.88 206 14-4 27.54 11-9 Pe 0.50 202 13-2 68.92 3LtE(3-11) 90-11 Pv DY 3.2600 0=368.02 14.15 C=100 0.159449 1-7 Pf 1.78 202 13-2 68.92 9-7 Pe 0.00 201 13-2 70.70 2LtE(4-9%) 11-2i Pv FR 3.0680 0=368.02 15.97 C=100 0.214292 6-5 Pf 1.38 201 13-2 70.70 Pe 2.94 332 6-5 75.01 6-5 Pv FR 3.2600 0=368.02 14.15 C=100 0.159449 2- Pf 6.19 332 6-5 75.01 36- Pe 1.73 20 2-5 82.93 ALV(12-5%), BV(9-7), P0(14-4%) 38-9'A Pv MS 4.0260 0=368.02 9.27 C=120 0.040717 2-6 Pf 0.92 20 2-5 82.93 20-0 Pe 0.61 310 1-0 84.46 T(20-0) 22 -CI Pv BL 4.2200 0=368.02 8.44 C=140 0.024344 45-8'/ Pf 7.42 310 1-0 84.46 53-6'/ Pe 1.52 2 -2-6 93.39 3E(16-8Yz), PIV(3-4), BFP(-5.00), 99-3 Pv ® Route 2 BL 1.3800 0=39.38 8.45 C=100 0.167976 6-31 Pf 1.77 3013 14-10 q=39.38 K=11.2 12.36 Spr(-12.36) 4-3Y Pe 0.19 221 14-5 14.32 2E(2-1%) 10-6Y Pv BL 1.3800 0=59.42 12.75 C=100 0.359489 8- Pf Pf 2.88 221 14-5 14.32 Pe 0.01 219 14-4'z 17.21 8- Pv BL 1.6100 0=59.42 9.36 C=100 0.169689 134 Pf 3.17 219 14-4'/ 17.21 5-8Y Pe 0.02 211 14-4 20.40 P0(5-8Yz) 18-8Y Pv CM 2.6350 0=59.42 3.50 C=100 0.015406 14-0 Pf 0.22 211 14-4 20.40 Pe 210 14-4 20.62 14-0 Pv CM 2.6350 0=119.16 7.01 C=100 0.055818 14-0 Pf 0.78 210 14-4 20.62 Pe 209 14-4 21.40 14-0 Pv v Route 3 BL 1.3800 0=39.60 8.49 C=100 0.169693 6-3Y Pf 1.79 3012 14-10 q=39.60 K=11.2 12.50 Spr(-12.50) 4-3Y Pe 0.19 220 14-5 14.48 2E(2-1'/) 10-6Y Pv BL 1.3800 0=59.74 12.81 C=100 0.363101 8-0 Pf 2.90 220 14-5 14.48 Pe 0.01 215 14-4'h 17.39 8-0 Pv BL 1.6100 0=59.74 9.41 C=100 0.171395 13-0 Pf 3.21 215 14-4Yz 17.39 5-81 Pe 0.02 210 14-4 20.62 P0(5-8%) 18-8Y Pv o Route 4 BL 1.3800 0=39.70 8.52 C=100 0.170489 6-31 Pf 1.80 3008 14-10 q=39.70 K=11.2 12.56 Spr(-12.56) 4-3'/ Pe 0.19 216 14-5 14.55 2E(2 -1'A) 10-6Y Pv BL 1.3800 0=59.89 12.85 C=100 0.364774 84 Pf 2.92 216 14-5 14.55I Pe 0.01 212 14-4'A 17.48 8-d Pv BL 1.6100 0=81.95 12.92 C=100 0.307607 13- Pf 5.75 212 14-4'/2 17.48 5-8'/ Pe 0.02 207 14-4 23.25 P0(5-81/2) 18-8Y Pv ® Route 5 �y © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/11/2009 12:30:42PM Page 4 ilk Hydraulic Analysis Pipe Type _ Downstream Upstream Diameter Elevation Job Number: 2-11-0147 Report Description: Ordinary Group I Flow Velocity Discharge K -Factor DR 3006 218 WiD Route 6 HWC Friction Loss Length Pt Pn Fittings Eq. Length Total Length 1.0490 _ Q=19.37 7.19 C=100 13-0 q=19.37 K=5.6 11.96 14-5 13.36 0.171844 Spr(-11.96) E(1-5), 2T(3-7) Pressure Summary 3-1 Pf 2.00 8-61/ Pe -0.61 11-8, Pv BL 1.3800 0=42.89 9.20 C=100 0.196692 6-3Y Pf 2.08 3009 14-10 q=42.89 K=11.2 14.66 Spr(-14.66) 4-3'/ Pe 0.19 217 14-5 16.93 2E(2-11/2) 10-6Y Pv BL 1.3800 Q=64.62 13.86 C=100 217 14=5 16.93 213 14-4'/2 20.30 0.419876 8-d Pf 3.36 Pe 0.01 8- Pv BL 1.6100 0=88.36 13.93 C=100 213 14-4'/2 20.30 208 14-4 26.93 0.353572 P0(5-8'/2) 13- Pf 6.61 5-8'/ Pe 0.02 18-8'/ Pv CM 2.6350 0=88.36 5.20 C=100 208 14-4 26.93 206 14-4 27.54 0.032101 T(11-9) 7-31 Pf 0.61 11- Pe 19- Pv v Route 7 DR 1.0490 3011 13-0 221 14-5 Q=20.04 7.44 q=20.04 K=5.6 C=100 12.80 14.32 0.182939 Spr(-12.80) E(1-5), 2T(3-7) 3- Pf 2.13 8-6Y Pe -0.61 11- Pv fib Route 8 DR 1.0490 0=20.14 7.48 C=100 3007 13-0 q=20.14 K=5.6 12.94 220 14-5 14.48 w Route 9 0.184713 Spr(-12.94) E(1-5), 2T(3-7) 3-1 Pf 2.15 8-6Y Pe -0.61 11- , Pv DR 1.0490 0=20.19 7.49 C=100 0.185534 3004 13-0 q=20.19 K=5.6 13.00 Spr(-13.00) 216 14-5 14.55 E(1-5), 2T(3-7) Q Route 10 3-11 Pf 2.16 8-6Y Pe -0.61 11- Pv DR 1.0490 0=21.17 7.86 C=100 3003 13-0 q=21.17 K=5.6 14.30 214 14-4Y2 16.06 ® Route 11 0.202608 Spr(-14.30) E(1-5), 2T(3-7) 3-11 Pf 2.37 8-6'/ Pe -0.60 11- Pv DR 1.0490 0=21.73 8.07 C=100 3005 13-0 q=21.73 K=5.6 15.06 217 14-5 16.93 w Route 12 0.212600 Spr(-15.06) E(1-5), 2T(3-7) 3-1 8-6'/ 11-8 Pf 2.48 Pe -0.61 Pv DR 1.0490 0=22.06 8.19 C=100 3001 13-0 q=22.06 K=5.6 15.52 212 14-41/2 17.48 0.218666 Spr(-15.52) E(1-5), 2T(3-7) 3-1YPf 2.55 8-6Y Pe -0.60 11- Pv O Route 13 DR 1.0490 0=23.74 8.81 C=100 0.250375 3002 13-0 q=23.74 K=5.6 17.97 213 14-4% 20.30 Spr(-17.97) E(1-5), 2T(3-7) 3-1'/ 8-6'/ 11-8 Pf 2.92 Pe -0.60 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 onty) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 J\ = Factor C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/11/2009 12:30:42P M Page 5 I5 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: 2-11-0147 Report Description: Ordinary Group I Velocity _ HWC K -Factor Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV De1V DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° Firelock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. rin AutoSPRINKO VR7 v7.1.7 05/11/2009 12:30:42PM Page 6 r S , ' Fire Systems West 219 Frontage Road North, Suite B Pacific, Washington 98047 Phone (253) 833-1248 Fax (253) 735-0113 Design Force Equation (g's) Used in IBC Job Name: Bank of America FSW Job Number: 2-11-10147 Lateral Brace Designation: WA & SA Longitudinal Brace Designation: WB & SB Sds= Spectral Acceleration 0.85 From structural plans ap= 2.5 for Fire Protection Piping 2.5 From table 13.6-1 - ASCE 7-05 IP= 1.5 for Fire Protection Piping 1.5 From Section 13.1.3 - ASCE 7-05 Rp= Component Response Modification 4.5 From table 13.6-1 - ASCE 7-05 z=The component elevation above grade in the building or structure 15.5 per plans h= The average roof height of the structure above grade 17 per plans Fp=((0.4apSDS) / (Rp / Ip))(1 + 2z / h) is the Horizontal Design Seismic Load 0.8000 Design Force Equation (g's) The result of the Design Force Equation (Fp) has been inserted into Tol-Brace calculation program. 2/9/2009 Page 1 of 1 TABLE 13.6-1 SEISMIC COEFFICIENTS FOR MECHANICAL AND ELECTRICAL COMPONENTS MECHANICAL AND ELECTRICAL COMPONENTS apa Rpb Air -side HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes, and other mechanical components constructed of sheet metal framing. 2.5 6.0 Wet -side HVAC, boilers, furnaces, atmospheric tanks and bins, chillers, water heaters, heat exchangers, evaporators, air separators, manufacturing or process equipment, and other mechanical components constructed of high -deformability materials. 1.0 2.5 Engines, turbines, pumps, compressors, and pressure vessels not supported on skirts and not within the scope of Chapter 15. 1.0 2.5 Skirt -supported pressure vessels not within the scope of Chapter 15. 2.5 2.5 Elevator and escalator components. 1.0 2.5 Generators, batteries, inverters, motors, transformers, and other electrical components constructed of high deformability materials. 1.0 2.5 Motor control centers, panel boards, switch gear, instrumentation cabinets, and other components constructed of sheet metal framing. 2.5 6.0 Communication equipment, computers, instrumentation, and controls. 1.0 2.5 Roof -mounted chimneys, stacks, cooling and electrical towers laterally braced below their center of mass. 2.5 3.0 Roof -mounted chimneys, stacks, cooling and electrical towers laterally braced above their center of mass. 1.0 2.5 Lighting fixtures. 1.0 1.5 Other mechanical or electrical components. 1.0 1.5 VIBRATION ISOLATED COMPONENTS AND SYSTEMSb Components and systems isolated using neoprene elements and neoprene isolated floors with built-in or separate elastomeric snubbing devices or resilient perimeter stops. 2.5 2.5 Spring isolated components and systems and vibration isolated floors closely restrained using built-in or separate elastomeric snubbing devices or resilient perimeter stops. 2.5 2.0 Internally isolated components and systems. 2.5 2.0 Suspended vibration isolated equipment including in-line duct devices and suspended internally isolated components. 2.5 2.5 DISTRIBUTION SYSTEMS Piping in accordance with ASME B31, including in-line components with joints made by welding or brazing. 2.5 12.0 Piping in accordance with ASME B31, including in-line components, constructed of high or limited deformability materials, with joints made by threading, bonding, compression couplings, or grooved couplings. 2.5 6.0 Piping and tubing not in accordance with ASME B31, including in-line components, constructed of high -deformability materials, with joints made by welding or brazing. 2.5 9.0 Piping and tubing not in accordance with ASME B3I, including in-line components, constructed of high- or limited -deformability materials, with joints made by threading, bonding, compression couplings, or grooved couplings. 2.5 4.5 Piping and tubing constructed of low -deformability materials, such as cast iron, glass, and nonductile plastics. 2.5 3.0 Ductwork, including in-line components, constructed of high -deformability materials, with joints made by welding or brazing. 2.5 9.0 Ductwork, including in-line components, constructed of high- or limited -deformability materials with joints made by means other than welding or brazing. 2.5 6.0 Ductwork, including in-line components, constructed of low -deformability materials, such as cast iron, glass, and nonductile plastics. 2.5 3.0 Electrical conduit, bus ducts, rigidly mounted cable trays, and plumbing. 1.0 2.5 Manufacturing or process conveyors (nonpersonnel). 2.5 3.0 Suspended cable trays. 2.5 6.0 °A lower value for ap is permitted where justified by detailed dynamic analyses. The value for ap shall not be less than 1.0. The value of ap equal to 1.0 is for rigid components and rigidly attached components. The value of ap equal to 2.5 is for flexible components and flexibly attached components. bComponents mounted on vibration isolators shall have a bumper restraint or snubber in each horizontal direction. The design force shall be taken as 2Fp if the nominal clearance (air gap) between the equipment support frame and restraint is greater than 0.25 in. If the nominal clearance specified on the construction documents is not greater than 0.25 in., the design force is permitted to be taken as Fp. Alternatively, the fundamental period of the component in s (Tp) is permitted to be determined from experimental test data or by a properly substantiated analysis. 13.6.3 Mechanical Components. HVAC ductwork shall meet the requirements of Section 13.6.7. Piping systems shall meet the requirements of Section 13.6.8. Boilers and vessels shall meet the requirements of Section 13.6.9. Elevators shall meet the require- ments of Section 13.6.10. All other mechanical components shall -uteet the requirements of Section 13.6.11. Mechanical compo - !lents with Ip greater than 1.0 shall be designed for the seismic forces and relative displacements defined in Sections 13.3.1 and 113.3.2 and shall satisfy the following additional requirements: 1. Provision shall be made to eliminate seismic impact for components vulnerable to impact, for components con- structed of nonductile materials, and in cases where material ductility will be reduced due to service conditions (e.g., low temperature applications). 2. The possibility of loads imposed on components by attached utility or service lines, due to differential movement of sup - Port points on separate structures, shall be evaluated. 3. Where piping or HVAC ductwork components are attached to structures that could displace relative to one another and for isolated structures where such components cross the isolation interface, the components shall be designed to accommodate the seismic relative displacements defined in Section 13.3.2. 13.6.4 Electrical Components. Electrical components with Ip greater than 1.0 shall be designed for the seismic forces and rela- tive displacements defined in Sections 13.3.1 and 13.3.2 and shall satisfy the following additional requirements: 1. Provision shall be made to eliminate seismic impact between components. 2. Loads imposed on the components by attached utility or service lines that are attached to separate structures shall be evaluated. 3. Batteries on racks shall have wrap-around restraints to en- sure that the batteries will not fall from the rack. Spacers shall be used between restraints and cells to prevent damage to cases. Racks shall be evaluated for sufficient lateral load capacity. 1 of 2 ToI-Brace Seismic Calculations Project Address: BANK OF AMERICA FIRE SYSTSTMS WEST TOLCo. FRONTAGE ROAD NOR WA 98047 a brand of resBcC7 NFPA Pamphlet #13 219 320 STRANDER BLVE PACIFIC, TUKWILA, WA 98188 253-833-1248 Job # 2-11-10147 Calculations based on 1999 1 %"(38mm) Schedule 7 Pipe Brace Information Tolco Brace Components Maximum Spacing 18'-0" (5.54m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 567 lbs. (257 kg.) Fig.980 Universal Swivel 2395 lbs. (1086 kg.) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 7 '- 0 " (2.16m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING "''w' TOLCO FIG. 1000 FAST CLAMP L/R Value 200 Maximum Horizontal Load 3061 lbs. (1388kg.) Force Factor (Fp) 0.8 Fastener Information Fastener Orientation NFPA Type F STEEL PIPE LATERAL BRACE ti• 60° Min. From Vertical Detail #3242 Type Through-Bolt Diameter 1/2in. (13mm) Length 3%in. (89mm) Brace Identification on Plans WB Maximum Load 600 Ibs. (272kq.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 1"(25mm) Schedule 40 Pipe 21 ft. (6.4m) 34 lbs. (16kg.) 2Y2"(63mm) Schedule 7 Pipe 18 ft. (5.5m) 73 lbs. (34kg.) 1 %"(38mm) Schedule 7 Pipe 124 ft. (37.8m) 302 lbs. (137kg.) 57 lbs. (25.63kg.) Percentage added for Fittings and Sprinklers 15 % Total Adjusted Load of all pipe within Zone of Influence 433Ibs.(197kg.) {Tol-Brace Version 6.5.1 } 2 of 2 Tol-Brace Seismic Calculations For BANK OF AMERICA 320 STRANDER BLVE Job #2-11-10147 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Summary of Pipe within Zone of Influence 2% inch Sch. 7 11/2 inch Sch. 7 1 inch Sch. 40 G -Factor Used Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by CRAIG MILLER TOLCO a brand of N1BGt WB NFPA Type F 18 ft.(5m) Lateral 1" Sch.40 7ft. (2m) 200 60° 1/2in. (13mm) In. Through -Bolt 3%in. (89mm) In. 18 Feet (5m) 124 Feet (38m) 21 Feet (6m) 0.8 15% 433 Ibs.(196kg.) 3060.5991574859 I bs. (1388 kg. ) 600 I bs. (272kg.) 567 I bs. (257kg.) 2395 lbs.(1086kg.) TJI* *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 6.0 Fire viss us at www tolco com (2) 2 x 6 x (1-0) WI (6) #10x3° WOOD SCREWS 112" x 0.8" ATR, NUTS AND WASHERS-1- TOLCO ASHERSTOLCO FIG. 980 SWAY BRACE END �-- 1' BRACE PIPE © 7'-0" 45 TO 59 DEG. TOLCO FIG. 1000 FAST CLAMP LATERAL SWAY BRACE WOOD CONNECTION TYPE -WB J T.J.I. 1 of 2 Tol-Brace Seismic Calculations Project BANK OF AMERICA FIRE Address: SYSTSTMS WEST T'OLCcJ FRONTAGE ROAD NOR " " a WA 98047�� °lam NFPA Pamphlet #13 219 320 STRANDER BLVE PACIFIC, TUKWILA, WA 98188 253-833-1248 Job # 2-11-10147 Calculations based on 1999 1 %"(30mm) Schedule 40 Pipe Brace Information Tolco Brace Components Maximum Spacing 32'-0" (9.86mL Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1745 lbs. (792 kg.) Fig.980 Universal Swivel 2395 Ibs. (1086 kg.) 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 7'- 0 "(2.16mi_ Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42"(11mm) Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING '•;111 TOLCO FIG. 1000 FAST CLAMP L/R Value 200 Maximum Horizontal Load 3061 lbs. (1388kg.) Force Factor (Fp) 0.8 Fastener Information Fastener Orientation NFPA Type F STEEL PIPE LATERAL BRACE iiV' ? 60° Min. From Vertical Detail #3242 Type Fig.825 Along Beam Diameter N/A Length N/A Brace Identification on Plans SB Maximum Load 1745 lbs. (792kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 2Y2"(63mm) Schedule 40 Pipe 32 ft. (9.8m) 202 lbs. (92kg.) 1Y2"(38mm) Schedule 40 Pipe 39 ft. (11.9m± 113 Ibs. (52kg.) 1 %"(30mm) Schedule 40 Pipe - 83 ft. (25.3m) 195 lbs. (89kg.) 1125mm) Schedule 40 Pipe 77 ft. (3.5m) 126 lbs. (58kg.) Percentage added for Fittings and Sprinklers 15 % 95 lbs. (43.24kg.) Total Adjusted Load of all pipe within Zone of Influence 731 Ibs.(332kq.) {fol -Brace Version 6 5 1 } ToI-Brace Seismic Calculations For BANK OF AMERICA 320 STRANDER BLVE Job #2-11-10147 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener Summary of Pipe within Zone of Influence 2'/ inch Sch. 40 1'/ inch Sch. 40 11A inch Sch. 40 1 inch Sch. 40 G -Factor Used Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by CRAIG MILLER 2 of 2 TOLCO SB NFPA Type F 32 ft.(10m) Lateral 1" Sch.40 7ft. (2m) 200 60° N/A In. Fig.825 Along Beam N/A In. N/A 32 Feet (10m) 39 Feet (12m) 83 Feet (25m) 77 Feet (23m) 0.8 15% a brand of HIBCQ' 731 Ibs.(332kg.) 3060.5991574859 lbs. (1388kg.) 1745 Ibs.(792kg.) 1745 Ibs.(792kg.) 2395 Ibs.(1086kg.) BAR JOIST* *The description of the Structural Member is for informational purposes only. Tal -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 6 0 Fire vis us at www tolco com TOLCO FIG. 825 BAR JOIST ATTACHMENT LOCATE 6' FROM PANEL POINT OUTER THIRD OF TRUSS TOLCO FIG. 980 SWAY BRACE END 1" BRACE PIPE @ 7'-0" '1 45 TO 59 DEG. 4 II TOLCO FIG. 1000 FAST CLAMP LATERAL SWAY BRACE STEEL CONNECTION TYPE -SB I ■ 1 of 2 Tol-Brace Seismic Calculations Project BANK OF AMERICA FIRE Address: SYSTSTMS WEST TOLCcJ FRONTAGE ROAD NOR WA 98047 a brand of 14111E3CCY NFPA Pamphlet #13 219 320 STRANDER BLVE PACIFIC, TUKWILA, WA 98188 253-833-1248 Job # 2-11-10147 Calculations based on 1999 Brace Information Tolco Brace Components Maximum Spacing 60'47 (18.48m) Tolco Component Fig. Number Adjusted Load Fig.4 Clamp 342 lbs. (155 kg.) Fig.980 Universal Swivel 2395 lbs. (1086 kg.) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 7 '- 0 " (2_16m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (i 1mm) Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TYP. STEEL PIPE LATERAL BRACE TOLCO FIG. 4A -4, PIPE CLAMP FOR 4/ SWAY BRACING E' LJR Value 200 Maximum Horizontal Load 3061 lbs. (1388kg.) Force Factor (Fp) 0.8 _ Fastener Information Fastener Orientation NFPA Type F Type Fig.825 Across Beam Diameter N/A a 60° Min. From Vertical Detail #1242 Length NSA Brace Identification on Plans SA Maximum Load 1745 Ibs. (792kg.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 2%"(63mm) Schedule 7 Pip 60 ft. (18.3m) 15 % 245 lbs. (112kq.) Percentage added for Fittings and Sprinklers 37 lbs. (16.66kg.) Total Adjusted Load of all pipe within Zone of Influence 282 Ibs.(128kq.) {Tol-Brace Version 6 5 1 } Tol-Brace Seismic Calculations For BANK OF AMERICA 320 STRANDER BLVE Job #2-11-10147 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener Summary of Pipe within Zone of Influence 2% inch Sch. 7 G -Factor Used Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by CRAIG MILLER TOLCO SA NFPA Type F 60 ft.(18m) Longitudinal 1" Sch.40 7ft. (2m) 200 60° N/A In. Fig.825 Across Beam N/A In. N/A 60 Feet (18m) 0.8 15% 2 of 2 a brand of MECO' 282 Ibs.(128kg.) 3060.5991574859 Ibs.(1388kg.) 1745 Ibs.(792kg.) 342 Ibs.(155kg.) 2395 Ibs.(1086kg.) BAR JOIST* *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 6 0 Fire visit us at v toICo com TOLCO FIG. 825 BARJOIST ATTACHMENT LOCATE 6" FROM PANEL POINT OUTER THIRD OF TRUSS TOLCO FIG. 980 SWAY BRACE END 1" BRACE PIPE @ 7'-0" 45 TO 59 DEG. TOLCO FIG. 980 SWAY BRACE END --e- TOLCO FIG. 4A PIPE CLAMP LONGITUDINAL SWAY BRACE STEEL CONNECTION TYPE -SA Job Number. 2-11-0147 • Job Job Number 2-11-0147 (*Mir Eno..., C. MILLER Job Nam. BANK OF AMERICA Stab C.nr IionM1bna Number FIRESW1 140B1 Address 1 320 STRANDER BLVD. ANJ CITY OF TUKWILA Address2 Job Si. SOUTH CENTER BRANCH Cf/ TUKWILA SM. WA 2b Cod. 98188 UravAng Name 2-11-10147_Revision0l_(Bank of America) 36x24.cad System Remote Aiea(s) Most Gernandkp Sprinkler Data 5.6 K -Factor 16.80 at 9.00 Gccn1.nc% Ordinary Group I Hos. Murano* Al Sour. 250.00 Density 0.15gpm/ft' Area el Apption 4 3��9�� h 1500.00ft' (Actual 2016.86ft2) Addibor.l Nose Supple: Node Flow(gpm) Number 01SpMkbn Calculated 18 Coverage Per Sprinkler 112.00ft2 • MoP.al Results' Pressure For Remote Mea(s) A4.opo To Most Remote Area DRY — DR/V& niROVGH e _ I i Der ,/. -o ti‘ Total Hof. Streams 3 250.00 ►... I : I 7� %J// �� - � ' lif System Flow Demand 372.61 Total Water Required (Including Hos. Allowanu) 62P.61�`\j;/�` Pse Unbalance Max..Pressure In q 0.00 Maximum V.Ioc ty Above Ground 21.92 between nodes 201 and 208 • �l� Maximum Velocity Under Ground Volume capacity et Vint Popes 272.44ga1 Wm...ay o1 Dry Pigs 2.69ga1 Supplies f Node Hose Flow (gpm) Static 1 Residual @ Flow (psi) (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 1 140.00 1 20.00 I 5894.00 138.12 1 622.61 113.70 24.43 Contractor .. .., .-. . Contractor Number 2-11-10147 Contact Nam. 1 --Contact TRN C. MILLER PE Contractor Herne FIRE SYSTEMS WEST Plante I Extension 253-833-1248 AEdnss 1 219 Frontage Road North, Suite B FAX • Address 2 Erma. City Pacific Stab WA 21p Cod. 98047 VhbSib ,, ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:41:45AM Page 1 lig Summary Of Outftowing Devices Job Number. 2-11-0147 Report Description: Ordinary Group I Device Actual Flow (Wm) Minimum Flow (9pm) K-Factor (K) Pressure (Psi) Sprinkler 2005 20.22 16.80 5.6 13.03 Sprinkler 2006 21.19 16.80 5.6 14.32 Sprinkler 2008 22.11 16.80 5.6 15.59 Sprinkler 2010 21.30 16.80 5.6 14.46 Sprinkler 2012 20.00 16.80 5.6 12.75 Sprinkler 2014 18.36 16.80 5.6 10.74 Sprinkler 2016 17.76 16.80 5.6 10.06 c> Sprinkler 2018 16.80 16.80 5.6 9.00 Sprinkler 2001 21.09 16.80 5.6 14.18 Sprinkler 2003 21.83 16.80 5.6 15.20 Sprinkler 2007 22.79 16.80 5.6 16.56 Sprinkler 2009 21.96 16.80 5.6 15.38 Sprinkler 2011 20.62 16.80 5.6 13.56 Sprinkler 2013 18.93 16.80 5.6 11.43 Sprinkler 2015 18.35 16.80 5.6 10.74 Sprinkler 2017 17.37 16.80 5.6 9.62 Sprinkler 2002 25.81 16.80 5.6 21.24 Sprinkler 2004 26.13 16.80 5.6 21.77 c. Most Demanding Sprinkler Data t i k, ® M.E.P.CAD, Inc. AutoSPRINK®VR5v5.1.32 • 11/05/2008 9:41:51AM Page 2 I 1 Job Number. 2-11-0147 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 210 14-4% T(3-7) 16.09 214 14-4 T(3-7) 17.58 216 14-4 PO(5-8%), PO(4-3%) 20.54 217 14-4 T(3-7) 16.27 219 14-4% T(3-7) 14.28 221 14-5 T(3-7) 11.95 206 14-41/2 T(3-7) 17.11 209 14-4 T(3-7) 18.70 213 14-4 PO(4-31/2), PO(5-81/2) 21.86 215 14-4 T(3-7) 17.33 218 14-4% T(3-7) 15.21 220 14-5 T(3-7) 12.74 205 14-41/2 T(3-7) 24.06 207 14-4 T(3-7) 24.69 208 14-4 PO(4-31/2), PO(5-8%) 26.73 201 12-3% LtE(3-11) PO(14-41/2) 88.52 102.85 20 3-0 200 10-8 LtE(4-91/2) 92.59 5 0-6 104.93 2005 13-0 Spr(-13.03) 13.03 20.22 2006 13-0 Spr(-14.32) 14.32 21.19 2008 13-0 Spr(-15.59) 15.59 22.11 2010 13-0 Spr(-14.46) 14.46 21.30 2012 13-0 Spr(-12.75) 12.75 20.00 2014 13-0 Spr(-10.74) 10.74 18.36 2016 14-10 Spr(-10.06) 10.06 17.76 2018 14-10 Spr(-9.00) 9.00 16.80 2001 13-0 Spr(-14.18) 14.18 21.09 2003 13-0 Spr(-15.20) 15.20 21.83 2007 13-0 Spr(-16.56) 16.56 22.79 2009 13-0 Spr(-15.38) 15.38 21.96 2011 13-0 Spr(-13.56) 13.56 20.62 2013 13-0 Spr(-11.43) 11.43 18.93 2015 14-10 Spr(-10.74) 10.74 18.35 2017 14-10 Spr(-9.62) 9.62 17.37 2002 13-0 Spr(-21.24) 21.24 25.81 2004 13-0 Spr(-21.77) 21.77 26.13 1 -2-6 S 113.70 372.61 k, ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:41:55AM Page 3 illHydraulic Af atysis... Job Number. 2-11-0147 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ® Route 1 BL 1.0490 0=16.80 6.24 C=100 0.132064 8-0 Pf 1.06 2018 14-10 q=16.80 K=5.6 9.00 Spr(-9.00) Pe 2016 14-10 10.06 8-0 Pv BL 1.3800 0=34.56 7.41 C=100 0.131904 8-8 Pf 1.71 2016 14-10 q=17.76 K=5.6 10.06 Spr(-10.06) 4-3% Pe 0.19 221 14-5 11.95 2E(2-1%) 12-11 Pv BL 1.3800 0=52.91 11.35 C=100 0.290096 8-0 Pf 2.32 221 14-5 11.95 Pe 0.01 219 14-4% 14.28 8-0 Pv BL 1.6100 0=72.91 11.49 C=100 0.247773 8-0 Pf 1.98 219 14-4% 14.28 Pe 0.01 217 14-4 16.27 8-0 Pv BL 1.6100 0=94.21 14.85 C=100 0.398061 5-0 Pf 4.26 217 14-4 16.27 5-8% Pe 0.01 216 14-4 20.54 P0(5-8%) 10-8'% Pv CM 2.6350 0=157.72 9.28 C=100 0.093766 14-0 Pf 1.31 216 14-4 20.54 Pe 213 14-4 21.86 14-0 Pv CM 2.6350 Q=320.67 18.87 C=100 0.348460 14-0 Pf 4.88 213 14-4 21.86 Pe 208 14-4 26.73 14-0 Pv CM 2.6350 0=372.61 21.92 C=100 0.460006 105-0 Pf 60.90 208 14-4 26.73 27-5 Pe 0.89 201 12-3% 88.52 T(11-9), 4LtE(3-11) 132-5 Pv FM 3.2600 0=372.61 14.32 C=100 0.163153 6-3 Pf 3.36 201 12-3% 88.52 14-4% Pe 0.70 200 10-8 92.59 3LtE(4-9%) 20-7% Pv FR 3.2600 0=372.61 14.32 C=100 0.163153 6-1 Pf 6.93 200 10-8 92.59 36-5 Pe 3.33 20 3-0 102.85 ALV(12-5%), BV(9-7), P0(14-4%) 42-6 Pv MS 4.0260 0=372.61 9.39 C=120 0.041662 4-0 Pf 1.00 20 3-0 102.85 20-0 Pe 1.08 5 0-6 104.93 T(20-0) 24-0 Pv BL 4.2200 0=372.61 8.55 C=140 0.024909 45-2% Pf 7.46 5 0-6 104.93 53-6% Pe 1.30 1 -2-6 113.70 3E(16-8%), PIV(3-4), BFP(-5.00), S 98-9 Pv Gil, Route 2 BL 1.0490 0=17.37 6.45 C=100 0.140429 8-0 Pf 1.12 2017 14-10 q=17.37 K=5.6 9.62 Spr(-9.62) Pe 2015 14-10 10.74 8-0 Pv BL 1.3800 0=35.72 7.66 C=100 0.140225 8-8 Pf 1.81 2015 14-10 q=18.35 K=5.6 10.74 Spr(-10.74) 4-3% Pe 0.19 220 14-5 12.74 2E(2-1%) 12-11 Pv BL 1.3800 0=54.65 11.72 C=100 0.307973 8-0 Pf 2.46 220 14-5 12.74 Pe 0.01 218 14-4% 15.21 8-0 Pv BL 1.6100 0=75.27 11.86 C=100 0.262840 8-0 Pf 2.10 218 14-4/ 15.21 Pe 0.01 215 14-4 17.33 8-0 Pv BL 1.6100 0=97.23 15.32 C=100 0.422054 5-0 Pf 4.52 215 14-4 17.33 5-8% Pe 0.01 213 14-4 21.86 P0(5-8%) 10-8% Pv v Route 3 DR 1.0490 0=18.36 6.81 C=100 0.155577 3-1 Pf 1.81 2014 13-0 q=18.36 K=5.6 10.74 Spr(-10.74) 8-6% Pe -0.61 221 14-5 11.95 E(1-5), 2T(3-7) _ 11-8 Pv ® Route 4 DR 1.0490 0=18.93 7.03 C=100 0.164739 3-1 Pf 1.92 2013 13-0 q=18.93 K=5.6 11.43 Spr(-11.43) 8-6Y Pe -0.61 220 14-5 12.74 E(1-5), 2T(3-7) 11- Pv GI Route 5 DR 1.0490 0=20.00 7.42 C=100 0.182258 3-1Y Pf 2.13 2012 13-0 q=20.00 K=5.6 12.75 Spr(-12.75) 8-6Y Pe -0.60 219 14-4% 14.28 E(1-5), 2T(3-7) 11- Pv GO Route 6 DR 1.0490 0=20.22 7.51 C=100 0.186008 11-1 Pf 3.65 2005 13-0 q=20.22 K=5.6 13.03 Spr(-13.03) 8-6% Pe -0.60 210 14-4% 16.09 E(1-5), 2T(3-7) 19-71/2 Pv BL 1.3800 0=41.41 8.88 C=100 0.184288 8-0 Pf 1.47 210 14-4% 16.09 Pe 0.02 214 14-4 17.58 8-0 Pv IIS ® M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 11/05/2008 9:42:OOAM Page 4 111,Hydraulic Analysis Job Number. 2-11-0147 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Eq. Length Total Length Pressure Summary BL 1.3800 0=63.52 13.62 C=100 0.406696 3-0 4-3% 7-3Yz Pf 2.96 Pe 0.00 Pv 214 14-4 17.58 216 14-4 20.54 P0(4-3%) 0 Route 7 DR 1.0490 0=20.62 7.66 C=100 0.192950 3-1Y Pf 2.25 8-6Y Pe -0.60 11- Pv 2011 13-0 q=20.62 K=5.6 13.56 Spr(-13.56) 218 14-4'/ 15.21 E(1-5), 2T(3-7) 0 Route 8 DR 1.0490 0=21.09 7.83 C=100 0.201161 11-1 6-5 17-6 Pf 3.52 Pe -0.60 Pv 2001 13-0 q=21.09 K=5.6 14.18 Spr(-14.18) 206 14-4% 17.11 2E(1-5), T(3-7) BL 1.3800 0=42.92 9.21 C=100 0.196986 8-0 Pf 1.58 Pe 0.02 8-0 Pv 206 14-4Y 17.11 209 14-4 18.70 BL 1.3800 0=65.71 14.10 C=100 0.433112 3-0 Pf 3.15 4-3Y Pe 0.00 7-3'Y� Pv 209 14-4 18.70 213 14-4 21.86 P0(4-3%) Gib Route 9 DR 1.0490 0=21.19 7.87 C=100 0.202898 3-1Y1 Pf 2.37 8-6Y Pe -0.60 11-I Pv 2006 13-0 q=21.19 K=5.6 14.32 Spr(-14.32) 210 14-4% 16.09 E(1-5), 2T(3-7) GI Route 10 DR 10490 Q=21.30 7.91 C=100 0.204807 3- 8-6Y 11-8Y Pf 2.40 Pe -0.59 Pv 2010 13-0 q=21.30 K=5.6 14.46 Spr(-14.46) 217 14-4 16.27 E(1-5), 2T(3-7) GI Route 11 DR 10490 0=21.83 8.11 C=100 0.214458 3-1'/ Pf 2.50 8-6Y Pe -0.60 11- Pv 2003 13-0 q=21.83 K=5.6 15.20 Spr(-15.20) 206 14-4% 17.11 E(1-5), 2T(3-7) G Route 12 DR 10490 Q=21.96 8.15 C=100 0.216775 3- 8-6'/ 11-8'/ Pf 2.54 Pe -0.59 Pv 2009 13-0 q=21.96 K=5.6 15.38 Spr(-15.38) 215 14-4 17.33 E(1-5), 2T(3-7) Gil Route 13 DR 10490 0=22.11 8.21 C=100 0.219519 3-2 8-6% 11-8Y1 Pf 2.57 Pe -0.58 Pv 2008 13-0 q=22.11 K=5.6 15.59 Spr(-15.59) 214 14-4 17.58 E(1-5), 2T(3-7) ® Route 14 DR 10490 0=22.79 8.46 C=100 0.232157 3- . Pf 2.72 8-6Y Pe -0.58 11-8'/ Pv 2007 13-0 q=22.79 K=5.6 16.56 Spr(-16.56) 209 14-4 18.70 E(1-5), 2T(3-7) ® Route 15 DR 10490 0=25.81 9.58 C=100 0.292282 3-1Y 8-6Y 11- Pf 3.41 Pe -0.60 Pv 2002 13-0 q=25.81 K=5.6 21.24 Spr(-21.24) 205 14 4Y2 24.06 E(1-5), 2T(3-7) BL 1.3800 0=25.81 5.54 C=100 0.076872 8-0 8-0 Pf 0.61 Pe 0.02 Pv 205 14-4Y2 24.06 207 14-4 24.69 BL 1.3800 0=51.94 11.14 C=100 0.280285 3-0 4-3Y Pf 2.04 Pe 0.00 Pv 207 14-4 24.69 208 14-4 26.73 P0(4 -3%)7-3Y o Route 16 DR 10490 0=26.13 9.70 C=100 0.298968 3-2 8-6Yz 11-8'% Pf 3.50 Pe -0.58 Pv 2004 13-0 q=26.13 K=5.6 21.77 Spr(-21.77) 207 14-4 24.69 E(1-5), 2T(3-7) Equivalent Pipe. Lengthsot Vaives'and Fittings (0=120 only} -;.. G, Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter > = Factor Multiplying Factor 0.713 1.16 1.33 1.51 &, ® M.E.P.CAD, Inc. lJAutoSPRINKO VR5 v5.1.32 11/05/2008 9:42:OOAM Page 5 I il 1 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number. 2-11-0147 Report Description: Ordinary Group I Velocity K -Factor HWC Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE fig FN fT g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV Z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap f, m M.E.P.CAD, Inc. RNAutoSPRINK® VR5 v5.1.32 11/05/2008 9:42:OOAM Page 6 SMI Job Number. 2-11-0147 Report Description: Ordinary Group I �+ ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:42:05AM Page 7 Supply at Node 1 150 -Static -_-24IN Pressure 140.00 135 120 ' 622.61 72.61 with @ 113.70 hose stream 105 - 90 N - 0 - 1 i 75 N 2 a` 3 -4 60 l System demand curve 45 f 30 5894.00 @ 20.004 15 II1111111 Il tlIII11 11111111 1 1 1 1 1111 1 1 I I 1 1 L I i l l 1 1 1 1 1 1 1 1 1 11111111 1 1 1 1 1 _I 1 1 I 1 1 1 1 1 1 1 1 1 0 %00 1200 1800 2400 3000 3600 4200 4800 Water flow, gpm 5400 6000 Hydraulic Gnat, Supply at Node 1 Static Reason 140.00 Reaklu.l Pnaava 5894.00 @ 20.00 Maas. RaafunTN. el Teat 138.12 @ 622.61 syatam Demand 372.61 @ 113.70 syatnn D.manE &cartng Hese Allowance) 622.61 ® 113.70 �+ ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:42:05AM Page 7 Job Job Number. 2-11-0147 Report Description: Ordinary Group I Job Nun b.r 2-11-0147 D.ayn Engineer C. MILLER Job Name BANK OF AMERICA State CerW ti0MJcense Number FIRESWI 140B1 Add .n t 320 STRANDER BLVD. AHJ CITY OF TUKWILA Address 2 Job Sib SOUTH CENTER BRANCH Cb TUKWILA Stat. WA Zip Cod* 98188 Drawing Nara 2-11-10147_Revision0l_(Bank of America) 36x24.cad System) ss . ni SprmkNt Dab 5.6 K -Factor 19.50 at 12.13 Remote D'ccob.nq Ordinary Group I Hos. Allowance Al Source 250.00 bnsiry 0.15gpm/ft2 Area o, Appicebon 1500.00ftz (Actual 1543.77ft2) Additional Nose Suppin Node Flow(gpm) Number Of Sprinklers C.tcWt.d 19 Coverage Per Sprinkler 130.00ft2 AMOPeak Rents: Presse. For Remote Mees) Adjacent To Mod Remote Area Gtlt"7r — Loge Y Tahl Hose Streams 250.00 System Flow Demand 403.91 1 Total Water Required (Including Hos. Allowance) 653.91 Maximum Pressure Unbalance M Loops 0.00 Maximum V.locky Above Ground 22.58 between nodes 100 and 101 Maxkrum Velo.Ay Under Ground Volume capacity at Wet Pipes 272.44ga1 Volume apecky W Dry Pipes 2.69ga1 Supplies Node Hose Flow 1 Static (gpm) (psi) Residual (psi) 1 250.00 1 140.00 20.00 Flow Available @ Total Demand (gpm) ( (psi) (gpm) 5894.00 137.95 653.91 Required (psi) Safety Margin (psi) 64.37 73.57 Contractor Contractor Number 2-11-10147 Carded Nara C. MILLER Contact T.I. PE Contractor Name FIRE SYSTEMS WEST Phone 253-833-1248 Exbaion FAA 219 Frontage Road North, Suite B Alt. 552 Pacific Stab WA Zq Code 98047 VJeb.$te iy m M.E.P.CAD, Inc.AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:38AM Page 1 ill Summary Of Outflowing Devices 5 Job Number. 2-11-0147 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1013 21.45 19.50 5.6 14.67 Sprinkler 1015 21.30 19.50 5.6 14.47 Sprinkler 1017 21.29 19.50 5.6 14.45 Sprinkler 1018 21.32 19.50 5.6 14.49 Sprinkler 1019 21.57 19.50 5.6 14.83 Sprinkler 1007 22.07 19.50 5.6 15.53 Sprinkler 1008 21.87 19.50 5.6 15.26 Sprinkler 1009 21.86 19.50 5.6 15.23 pnnkler 1012 21.87 19.50 5.6 15.25 Sprinkler 1016 22.08 19.50 5.6 15.55 Sprinkler 1006 20.33 19.50 5.6 13.18 Sprinkler 1011 19.76 19.50 5.6 12.45 c) Sprinkler 1014 19.50 19.50 5.6 12.13 Sprinkler 1003 21.40 19.50 5.6 14.60 Sprinkler 1005 20.85 19.50 5.6 13.86 Sprinkler 1010 20.07 19.50 5.6 12.85 Sprinkler 1001 22.25 19.50 5.6 15.78 Sprinkler 1002 21.68 19.50 5.6 14.98 Sprinkler 1004 21.40 19.50 5.6 14.61 c> Most Demanding Sprinkler Data t 1 © M-E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:44AM Page 2 Node Analysis Job Number. 2-11-0147 Report Description: Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) 1 123 10-8 PO(5-0) 16.04 124 10-8 PO(5-0) 15.81 126 10-8 PO(5-0) 15.79 127 10-8 PO(5-0) 15.83 128 10-8 PO(5-0) 16.22 117 10-8 2T(11-3%) 18.68 116 10-8 PO(5-0) 16.98 118 10-8 PO(5-0) 16.68 120 10-8 PO(5-0) 16.65 122 10-8 PO(5-0) 16.68 125 10-8 PO(5-0) 17.01 113 15-6 T(5-0) 15.08 115 15-6 T(5-0) 14.24 121 15-6 T(5-0) T(5-0) 13.87 16.41 109 15-6 111 15-6 T(5-0) 15.51 114 15-6 T(5-0) 15.08 105 15-6 T(5-0) 22.30 107 15-6 T(5-0) 21.11 110 15-6 T(5-0) 20.47 1 104 14-1 PO(8-0) 26.16 106 14-1 PO(8-0) 24.81 108 14-1 PO(8-0) 24.06 112 14-1 P0(11-3%) 23.81 119 14-1 P0(11-31/2) 23.71 103 10-8 P0(11-31/2) 36.69 101 10-8 T(18-8) 37.54 100 10-8 2T(18-8) 44.26 5 0-6 55.22 10 3-6% 58.78 1013 10-0 Spr(-14.67) 1.4.67 21.45 1015 10-0 Spr(-14.47) 14.47 21.30 1017 10-0 Spr(-14.45) 14.45 21.29 1018 10-0 Spr(-14.49) 14.49 21.32 1019 10-0 Spr(-14.83) 14.83 21.57 1007 10-0 Spr(-15.53) 15.53 22.07 1008 10-0 Spr(-15.26) 15.26 21.87 1009 10-0 Spr(-15.23) Spr(-15.25) 15.23 15.25 21.86 21.87 1012 10-0 1016 10-0 Spr(-15.55) 15.55 22.08 1006 15-4 Spr(-13.18) 13.18 20.33 . 1011 15-4 Spr(-12.45) 12.45 19.76 1014 15-4 Spr(-12.13) 12.13 19.50 1 1003 11-9 Spr(-14.60) 14.60 21.40 1005 11-9 Spr(-13.86) 13.86 20.85 1010 11-9 Spr(-12.85) 12.85 20.07 t 1001 11-9 Spr(-15.78) 15.78 22.25 1002 11-9 Spr(-14.98) 14.98 21.68 1004 11-9 Spr(-14.61) 14.61 21.40 1 -2-6 S 64.37 403.91 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:49AM Page 3 Hydraulic Analysis Job Number. 2-11-0147 Report Description: Ordinary Grou Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ® Route 1 DR 1.0490 0=19.50 7.24 C=120 0.124177 5-8 Pf 1.82 1014 15-4 q=19.50 K=5.6 12.13 Spr(-12.13) 9-0 Pe -0.07 121 15-6 13.87 C(5-0), 2E(2-0) 14-8 Pv BL 1.3800 0=39.57 8.49 C=120 0.120952 10-0 Pf 1.21 121 15-6 13.87 Pe 114 15-6 15.08 10-0 Pv BL 1.3800 0=60.98 13.08 C=120 0.269138 20-0 Pf 5.38 114 15-6 15.08 Pe 110 15-6 20.47 20-0 Pv BL 1.6100 0=60.98 9.61 C=120 0.127041 7-5 Pf 2.97 110 15-6 20.47 16-0 Pe 0.61 108 14-1 24.06 T(8-0), P0(8-0) 23-5 Pv CM 2.7030 Q=171.46 9.59 C=120 0.068988 11-0 Pf 0.76 108 14-1 24.06 Pe 106 14-1 ' 24.81 11-0 Pv CM 2.7030 Q=233.74 13.07 C=120 0.122386 11-0 Pf 1.35 106 14-1 24.81 Pe 104 14-1 26.16 11-0 Pv CM 2.7030 0=297.72 16.65 C=120 0.191473 33-1 Pf 9.90 104 14-1 - 26.16 18-8 Pe 1.48 101 10-8 37.54 3LtE(6-2%) 51-8% Pv CM 2.7030 0=403.91 22.58 C=120 0.336652 1-3% Pf 6.71 101 10-8 37.54 18-8 Pe 100 10-8 44.26 T(18-8) 19-11' Pv FR 3.0680 Q=403.91 17.53 C=120 0.181671 11-4'Y Pf 6.43 100 10-8 144.26 24- Pe 3.09 10 3-6% ' 53.78 2E(7-0), f(-0.00), BV(10-0) 35-4% Pv MS 4.0260 0=403.91 10.18 , C=120 0.048366 2-6 Pf 0.12 10 3-6% 153.78 Pe 1.32 5 0-6 : 55.22 2-6 Pv BL 4.2200 Q=403.91 9.26 • C=140 0.028917 45-214 Pf 7.86 5 0-6 55.22 53-614 Pe 1.30 1 -2-6 • 64.37 3E(16-8%), PIV(3-4), BFP(-5.00), S 98-9 Pv GI Route 2 DR 1.0490 0=19.76 7.33 C=120 0.127213 5-8 Pf 1.87 1011 15-4 q=19.76 K=5.6 12.45 Spr(-12.45) 9-0 Pe -0.07 115 15-6 14.24 C(5-0), 2E(2-0) 14-8 Pv BL 1.3800 Q=40.61 8.71 C=120 0.126865 10-0 Pf 1.27 115 15-6 14.24 Pe 111 15-6 15.51 10-0 Pv BL 1.3800 Q=62.28 13.36 C=120 0.279907 20-0 Pf 5.60 111 15-6 15.51 Pe 107 15-6 21.11 20-0 Pv BL 1.6100 Q=62.28 9.82 C=120 0.132124 7-5� Pf 3.09 107 15-6 21.11 16- Pe 0.61 106 14-1 24.81 T(8-0), P0(8-0) 23-5I Pv w Route 3 DR 1.0490 0=20.07 7.45 C=120 0.131001 6-3 Pf 2.65 1010 11-9 q=20.07 K=5.6 12.85 Spr(-12.85) 14-0 Pe -1.63 121 15-6 13.87 2E(2-0), 27(5-0) 20-3 Pv a Route 4 DR 1.0490 0=20.33 7.55 C=120 0.134157 5-43J Pf 1.97 1006 15-4 q=20.33 K=5.6 13.18 Spr(-13.18) 9-c Pe -0.07 113 15-6 15.08 C(5-0), 2E(2-0) 14- Pv BL 1.3800 0=41.73 8.95 C=120 0.133442 10-0 Pf 1.33 113 15-6 15.08 Pe 109 15-6 16.41 10-0 Pv BL 1.3800 0=63.98 13.72 C=120 0.294157 20-0 Pf 5.88 109 15-6 16.41 Pe 105 15-6 22.30 20-0 Pv BL 1.6100 Q=63.98 10.08 C=120 0.138851 7-5 Pf 3.25 105 15-6 22.30 16-0 Pe 0.61 104 14-1 26.16 T(8-0), P0(8-0) 23-5 Pv o Route 5 DR 1.0490 0=20.85 7.74 C=120 0.140549 4-31 Pf 2.00 1005 11-9 q=20.85 K=5.6 13.86 Spr(-13.86) 10-01 Pe -1.63 115 15-6 14.24 27(5-0) 14-Pv Gil Route 6 DR 1.0490 0=21.29 7.90 C=120 0.146075 Pf 1.63 1017 10 0 q=21.29 K=5.6 14.45 Spr(-14.45) 10-dPe -0.29 126 10-8 15.79 T05-0), P0(5-0) 11-2 Pv 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:54AM Page 4 III Hydraulic Analysis Job Number. 2-11-0147 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream CM 1.7280 0=7.82 1.07 C=120 0.002013 7-0 Pf 0.01 Pe 7-0 Pv 126 10-8 15.79 124 10-8 15.81 CM 1.7280 0=29.12 3.98 C=120 0.022932 10-0 Pf 0.23 Pe 10- Pv 124 10-8 15.81 123 10-8 16.04 CM 1.7280 0=50.57 6.92 C=120 0.063674 24-7' Pf 2.65 16-11 Pe 41- Pv 123 10-8 16.04 117 10-8 18.68 2LtE(2-10), T(11-3%) CM 1.7280 Q=106.19 14.53 C=120 0.251211 60- Pf 18.01 11-3Y Pe 71-8'/x Pv 117 10-8 18.68 103 10-8 36.69 P0(11-3%) CM 2.7030 0=106.19 5.94 C=120 0.028431 11-3 Pf 0.85 18-8 Pe 29-11 Pv 103 10-8 36.69 101 10-8 37.54 T(18-8) twi Route 7 DR 1.0490 0=21.30 7.91 C=120 0.146195 1-2 10-0 11-2 Pf 1.63 Pe -0.29 Pv 1015 10-0 q=21.30 K=5.6 14.47 Spr(-14.47) 124 10-8 15.81 T(5-0), P0(5-0) ® Route 8 DR 1.0490 0=21.32 7.91 C=120 0.146402 1-2 10-01 11-2 Pf 1.63 Pe -0.29 Pv 1018 10-0 q=21.32 K=5.6 14.49 Spr(-14.49) 127 10-8 15.83 T(5-0), P0(5-0) CM 1.7280 0=34.79 4.76 C=120 0.031875 124 12-dIPv Pf 0.38 Pe 127 10-8 15.83 128 10-8 16.22 CM 1.7280 Q=56.86 7.71 C=120 0.077814 84-31 31-0% 115-3%Pv Pf 8.97 Pe -1.48 128 10-8 F 16.22 119 14-1 23.71 3LtE(2-10), T(11-3Yz), PO(11-3%) CM 2.7030 Q=5616 3.15 C=120 0.008806 11-3 11-3 Pf 0.10 Pe Pv 119 14-1 23.71 112 14-1 23.81 CM 2.7030 0=110.49 6.18 C=120 0.030597 8-2 8-2 Pf 0.25 Pe Pv 112 14-1 23.81 108 14-1 24.06 fib Route 9 DR 1.0490 0=21.40 7.94 C=120 0.147470 4-3 Pf 2.10 10-0 Pe -1.63 14-3 Pv 1003 11-9 q=21.40 K=5.6 14.60 Spr(-14.60) 113 15-6 15.08 2T(5-0) ® Route 10 DR 10490 0=21.40 7.95 C=120 0.147521 4-31 Pf 2.10 10-G Pe -1.63 14-3 Pv 1004 11-9 q=21.40 K=5.6 14.61 Spr(-14.61) 114 15-6 15.08 2T(5-0) GO Route 11 DR 10490 0=21.45 7.96 C=120 0.148135 1-2 Pf 1.65 10-0 Pe -0.29 11-2 Pv 1013 10-0 q=21.45 K=5.6 14.67 Spr(-14.67) 123 10-8 16.04 T(5-0), P0(5-0) o Route 12 DR 10490 0=21.57 8.01 C=120 0.149637 1-2 Pf 1.67 104 Pe -0.29 11-2 Pv 1019 10-0 q=21.57 K=5.6 14.83 Spr(-14.83) 128 10-8 16.22 T(5-0), P0(5-0) _ ® Route 13 DR 10490 0=21.68 8.05 C=120 0.151017 4-31 Pf 2.15 10-0 Pe -1.63 14-3Pv 1002 11-9 q=21.68 K=5.6 14.98 Spr(-14.98) 111 15-6 15.51 2T(5-0) Route 14 DR 10490 0=21.86 8.11 C=120 0.153339 1-2 Pf 1.71 104 Pe -0.29 11-2 Pv 1009 10-0 q=21.86 K=5.6 15.23 Spr(-15.23) 120 10-8 16.65 T(5-0), P0(5-0) CM 1.7280 0=11.68 1.60 C=120 0.004231 74 Pf 0.03 1 Pe 7-dPv 120 10-8 16.65 118 10-8 16.68 CM 1.7280 0=33.55 4.59 C=120 0.029812 10-01 Pf 0.30 ; Pe 10-1 Pv 118 10-8 16.68 116 10-8 16.98 CM 1.7280 0=55.62 7.61 C=120 0.075942 11-1Y Pf 1.70 11-3Y Pe 22-51, Pv 116 10-8 16.98 117 10-8 18.68 T(11-3%) cop Route 15 DR 10490 0=21.87 8.12 C=120 0.153533 1- 10- 11- Pf 1.71 Pe -0.29 Pv 1012 10-0 q=21.87 K=5.6 15.25 Spr(-15.25) 122 10-8 16.68 T(5-0), PO(5-0) ® M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:54AM Page 5 111 Hydraulic Analysis Job Number. 2-11-0147 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length CM 1.7280 0=32.05 4.38 C=120 0.027387 124 Pf 0.33 122 10-8 16.68 125 10-8 17.01 Pe 12-q Pv CM 1.7280 Q=54.13 7.41 C=120 0.072224 69-61 Pf 8.28 125 10-8 17.01 112 14-1 23.81 4LtE(2-10), 2T(11 -3'h), PO(11-3%)I 45-2 Pe -1.48 114-81 Pv ® Route 16 DR 10490 Q=21.87 8.12 C=120 0.153589 1- 10- 11- Pf 1.72 Pe -0.29 Pv 1008 10-0 q=21.87 K=5.6 15.26 Spr(-15.26) 118 10-8 16.68 T(5-0), PO(5-0) Gib Route 17 DR 10490 Q=22.07 8.19 C=120 0.156102 1- Pf 1.74 1007 10-0 q=22.07 K=5.6 15.53 Spr(-15.53) 116 10-8 16.98 T(5-0), PO(5-0) 10- Pe -0.29 11- Pv GP Route 18 DR 10490 Q=22.08 8.20 C=120 0.156303 1-2 10-0 11-2 Pf 1.75 Pe -0.29 Pv 1016 10-0 q=22.08 K=5.6 15.55 Spr(-15.55) 125 10-8 17.01 T(5-0), PO(5-0) GPO Route 19 DR 10490 Q=22.25 8.26 C=120 0.158442 4-3 10-0 14-3 Pf 2.26 Pe -1.63 Pv 1001 ' 11-9 q=22.25 K=5.6 15.78 Spr(-15.78) 109 15-6 16.41 2T(5-0) 0 Route 20 CM 17280 Q=10.18 1.39 C=120 0.003281 7-0 Pf 0.02 Pe Pv 120 10-8 16.65 122 10-8 16.68 7-0 ® Route 21•?••• CM ! 1.7280 Q=13.47 1.84 C=120 0.005512 7-0 7-0 Pf 0.04 Pe Pv 126 10-8 15.79 127 ! 10-8 15.83 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 0 Value Multiplier •Actual Inside Diameter 4.87 Value Of C 100 130 140 150 (Schedule 40 Steel Pipe Inside Diameter =Factor Multiplying Factor 0.713 1.16 1.33 1.51 [yy m M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:54AM Page 6 1 8p9 Hydraulic Analysis 7.47e Type Diameter Flow Velocity HWC Friction Loss Job Number. 2-11-0147 Report Description: Ordinary Group I Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Eq. Length Total Length Pressure Summary Fittings Legend AO BL CM DN DR DY p1 MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main eed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN fT 9 GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap 1 DLA O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:54AM Page 7 111 1 1 1 Supply at Node 1 Job Number: 2-11-0147 Report Description: Ordinary Group] :v -Static 35 Pressure 140.00 20 05 90 75 50 653 3.91 91 with @ 64.37 hose streams 15 30 System demand curve r 15 l 5894.00 @ 20.00 -1 0-111111111111j111111111 1IIIIui1 iii 11 1111 111111111 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 III 0 11 i _i 1 I I I I I I I I I tt00 1200 1800 2400 3000 3600 4200 Water flow, gpm 4800 5400 6000 Ilw.ue GIRO Supply at Node 1 Stalk Pressure 140.00 R..N,al Pressure 5894.00 @ 20.00 Avelleble PressureTime of T. 137.95 @ 653.91 System Ge..nd 403.91 @ 64.37 System Gerund (Induclins Hose M ..nc.) 653.91 @ 64.37 k, m M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 11/05/2008 9:49:59AM Page 8 FIREALARM LEGEND OPEN RACEWAY MULTICONDUCTOR CABLE LEGEND Qty Symbol Description Manufacturer Part # Mounting 1 TYPE FIREALARM CONTROL PANEL SILENT KNIGHT IFP -100 SELF CONATAINED FACP 1 THVWN-SOLID REMOTEANNUNCL4TOR SILENT KNIGHT SK -5860 SELF CONTAINED ANN 3 RED MANUAL FIREALARM STATION SILENT KNIGHT SD500-PS 4 SQ DEEP W/!GANG F 4 SQ DEEP W/3O/ 1 O PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SD505-APS 1 #16 DUCT SMOKE DETECTOR SILENT KNIGHT SD505-ADHR BY OTHERS 4 16/2 - FPLP ADDRESSABLE INPUT MODULE SILENT KNIGHT SD500-AIM 4 SQ DEEP AIM 2 I -D: MUL 17 CANDELA WALL MOUNT STROBE WHEELOCK RSS24MCW-FR 4 SQ DEEP 1 I-Dyvp WEATHERPROOF STROBE WHEELOCK RSSWP2475W-FR WPSBB-R 1 LO 10'RED BELL WHEELOCK MB -G10 -24 -R WBB - 12 IMI MULTI CANDELA CEILING MOUNT HORN/STROBE WHEELOCK AS-24MCC-FR 4 SQ DEEP 1 IWFI WATER FLOW SWITCH BYOTHERS BY OTHERS BYOTHERS 3 TS TAMPER SWITCH BYOTHERS BY OTHERS BY OTHERS HORN / STROBE 1 FPLP POST INDICATOR VALVE BYOTHERS BY OTHERS BY OTHERS PIV 2 METALIC RACEWAY SINGLE CONDUCTOR WIRE LEGEND OPEN RACEWAY MULTICONDUCTOR CABLE LEGEND COLOR AWG QTY TYPE LETTER FUNCTION LETTER TYPE QTY AWG COLOR - BLACK #16 1 THVWN-SOLID A ADDRESSABLE INITIATING A 16/2 - FPLP 1 #16/2 RED + RED #16 1 Outside 56 CIRCUIT 0.031 FACP S4 Spare 0 - BLACK #16 2 THVVN-SOLID B ADDRESSABLE INITIATING B 16/2 - FPLP ? #16/2 GREEN + RED #16 2 _ 1 0.020 CIRCUIT LOOP 0.025 0.025 X SD505 -ADHR ( SLC Loop) 1 - BLUE #14 1 THWN-SOLID C HORN / STROBE C FPLP 1 #14/2 BLUE + WHITE #14 1 X CIRCUIT AS-24MCC 15CD H/S 5 - BLUE #14 2 TNWN-SOLID D HORN / STROBE D FPLP 7 #142 WHITE + WHITE #14 2 0.000 0.060 CIRCUIT LOOP - ., - BLACK #16 1THVVN-SOLID AS-24MCC 15CD H/S E CONVENTIONAL INITIATING _ _ E 16/2 - FPLP 1 #162 YELLOW + YELLOW #16 1 0.285 1.140 CIRCUIT 0.000 - BLACK - #16 2 THWN-SOLID F CONVENTIONAL INITIATING F 16/2 - FPLP 2 #16/2 PURPLE + YELLOW #16 2 CIRCUIT LOOP 1 0.000 0.030 0.030 - BLACK #14 1 THWN-SOLID G 24V DC POWER G FPLP 1 #14/2 BLACK + RED #14 1 CIRCUIT 0.000 0.000 RED #142 1 TWISTED SHIELDED H SPEAKER CIRCUIT H TWISTED SHIELDED 1 #14/2 RED FPLP W/ DRAIN FPLP W/ DRAIN Total Panel Loads: RED #1412 2 TWISTED SHIELDED I SPEAKER CIRCUIT I TWISTED SHIELDED 2 #14/2 RED Standby Current Load: ' FPLP W/ DRAIN Amps LOOP 7.498 FPLP W/ DRAIN BROWN #16 1 Alarm Current Load: 2.647 16/2 - FPLP 1 #16/2 WHITE BLUE #16 1 THWN-SOLID J ANNUNCIATOR CIRCUIT J - BLACK #14 1 FPLP 1 #142 BROWN + RED #14 1 -- 9264 Amp -hours - - 18/2 TWISTED 12VDC FIREMAN'S PHONE Amp -hours 18/2 TWISTED RED #18/2 1 SHIELDED FPLP K CIRCUIT K SHIELDED FPLP 1 #18/2 RED W/ DRAIN W/ DRAIN 18/2 TWISTED FIREMAN'S PHONE 18/2 TWISTED RED #18/2 2 SHIELDED FPLP L CIRCUIT LOOP L SHIELDED FPLP 2 #182 RED W/ DRAIN W/ DRAIN - PURPLE #14 1 THWN-SOLID M CONTROL CIRCUIT M FPLP 1 #142 ORANGE + ORANGE #14 1 - PURPLE #14 2 THWN-SOLID N SPARE CONDUCTORS N FPLP 2 #14/4 RED + ORANGE #14 2 CABLE COLOR SUBSTITUTIONS ARE ALLOWED ON ALL LETTERS EXCEPT H, I, K, L. IF SUBSTITUTIONS ARE MADE, WIRE AWG & TYPE MUST REMAIN THE SAME & LEGEND MUST BE UPDATED & MATCH CORRECT WIRE FUNCTION. MULTI CONDUCTOR CABLE COLORS AVAILABLE: 16/2 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE. 142 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE, BROWN, BLACK THWN SOLID COLORS AVAILABLE: BLACK, WHITE, GREEN, RED BROWN, YELLOW, ORANGE, PINK, PURPLE, BLUE, GREY , Voltage Drop Chart for Bank of America Southcenter i MANUAL PULL STATION P E w Y� cur) DUCT SMOKE DETECTION WET FLOW SWITCH WET TAMPER SWITCH POST INDICATOR VALV Panel Circuit Area Distance - Amps Voltage Drop FACP S1 Offices 292 0.733 0.657 FACP S2 Teller/Central 440 1.33 - 1.797 FACP S3 Outside 56 0.178 0.031 FACP S4 Spare 0 0 0.000 Pacific Fire & Security, Inc. Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAUZONE/AUXILIARY WIRE/CONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN - DELETED BLUE - NOTES TO DRAFTER IFP -100 hteligent Addressable Fre Panel Battery Calculation MANUAL PULL STATION P E w Y� cur) DUCT SMOKE DETECTION WET FLOW SWITCH WET TAMPER SWITCH POST INDICATOR VALV 828 Poplar Seattle, Washington Phone: (206)-957-0907 Fax: (206) Web Site: Current Load Stir dby: Alarm: X INDICATION OF ALARM AT LCD ANNUNCIATOR X X X X Device Type Main System Board Quantity Amps Total Amps Total X PFS REVISIONS REV SHUTDOWN RESPECTIVE HVAC UNITS DESCRIPTION 1 0.206 0.206 0.356 0.356 TRANSMIT ALARM SIGNAL TO CENTRAL STATION MONITOR Addressable Devices 8 0.00055 0.004 0.00055 0.00440 5860 Remote Annunciator _ 1 0.020 0.020 0.025 0.025 X SD505 -ADHR ( SLC Loop) 1 0.082 0.082 0.075 0.075 X X X TRANSMIT TROUBLE/SUPV. SIGNAL TO CENTRAL STATION MONITOR NAC I 1 X X AS-24MCC 15CD H/S 5 0.000 0.095 0.475 AS-24MCC 30CD H/S 1 0.000 0.138 0.138 RSS-24MCW 15 CD ST 2 0.000 0.060 0.120 NAC II<2 AS-24MCC 15CD H/S 2_ 0.000 0.095 0.190 AS-24MCC 95CD H/S 4 0.000 0.285 1.140 0.000 0.000 0.000 0.000 NAC 13 MBG1024R Bell 1 0.000 0.030 0.030 RSSWP Strobe 1 0.000 0.094 0.094 0.000 0.000 0.000 0.000 Nac Ili 4 Spare Total Panel Loads: 0.312 Amps 2.647 Amps Standby Current Load: 0.312 Amps For 24 Hours = 7.498 Amp -hours Alarm Current Load: 2.647 Amps For 5 Minutes= 0.222 Amp -hours 21% Derating= 9.264 Amp -hours Total System Current Load: -- 9264 Amp -hours - - Minimum Battery Par to be Used: 12VDC Amp -hours 10 CEILING 80" AFF TO CENTER OF LENS FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART AFFITTO APPROACHRAPART IF FRONT APPROACH NECESSARY. FLOOR J A.D.A. REGULATION COMPLIANCE - SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final Completion Date: 2 Line Voltage Electrical Final Completion Date: 3 Elevator Final Completion Date: 4 Pressurization a Stairwell Completion Date: b Elevator Completion Date: 5 Sprinkler System (100% Complete) All Valves in normal condition. Completion Date: 6 Interior Building Construction. Completion Date: (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC Completion Date: 8 Suppression Systems Completion Date: 9 Safety and ADA Requirements, Fire Extinguishers Completion Date: 10 Specialty Furniture Completion Date: 11 Monitoring (See Below) 12 Final Fire Alarm Inspection Completion Date: 13 Approved Set of plans and permit on site Completion Date: Phone line (lines) must be installed and active. 0 14 Fire Alarm Monitoring a Dual Line Communicator b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed d Scan Line ordered (Alarm Company) e Stu Installed and Tested ❑ 2 Elevator Monitoring Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: 1' 3ocd 15cd EOL 4.7KQ IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours In advance of the date you want an inspection. 95cd EOL 4.710 15cd 95cd S2-6 15cd S1-8 S1-7 It=�l It�11 95cd C S2-5 S2-4 15cd 15cd =1 EOL 4.7KQ S3-2 95cd C S2-3 15cd S1-6 1 I S1-5 S1-4 It=11 ItNt SEOUENCE OF OPERATIONS MANUAL PULL STATION P E w Y� cur) DUCT SMOKE DETECTION WET FLOW SWITCH WET TAMPER SWITCH POST INDICATOR VALV 828 Poplar Seattle, Washington Phone: (206)-957-0907 Fax: (206) Web Site: ACTIVATION OF LOCAL ALARM AT FACP X X X X INDICATION OF ALARM AT LCD ANNUNCIATOR X X X X ACTIVATE ALL AUDIBLE + VISIBLE DEVICES X X X X PFS REVISIONS REV SHUTDOWN RESPECTIVE HVAC UNITS DESCRIPTION X 11-03-08 PERMIT SET ru u) F. FIRE cavER TRANSMIT ALARM SIGNAL TO CENTRAL STATION MONITOR X X X X TROUBLE/SUPV. INDICATION AT FACP X X X TROUBLE/SUPV. INDICATION AT LCD ANNUNCIATOR X X X TRANSMIT TROUBLE/SUPV. SIGNAL TO CENTRAL STATION MONITOR X X X • :_.{3 -.ter 3 6 1 Cof l : Le tib In Rad - 0 Par The Attached Letter Inose ^ .1 hate bzaen r ov.ewe i by Ti -e Tu wila Fite PrOxit) !•.~J1 ? tlif3i::L}�C�1,t> r 'c3 'v wittl current city 1 sta ,c t"r'ds. r ' ptancro' c.+Crb and rvchd,r=c't--aufn i:le tC(5 of adopted a;•:t ii` ilii is Wig. 3 psi r'el,,p=. ;::t.+Pity for the ;: t , t,:e designer. Or rvv' ' i' :s Iti t„et e drawings atter 1.q c z' .�: Yv,;i Cr';67.3.:CE:PC !' �t "-,-cit *51 i quire a -.Df d. aw ngs for stibqueft approval. Ory 1 .s �,1ti: a; ._ .Cr_ ; tai FId test and inspection b\ I re Tukwila Fire Prevention Bureau. I(-($-v� 1 Data: `-r rovidk Ey: a s i 1 res,oh L.E.d.s -Coy. 615t- Cc,k, kVS 014.4.td(e44141511" - ?o164 aA61re)3C3 -ro CtV►ht/letOA r44- eey,kty, I 544'41011 Lr.54-411 it, (,K 0u* Cte..vil-e o FA- °teatFre te4Cirtvt4-- 6rr4ie,- - Li) Cc( I ( /<vvo t key Sc) . TUKWILA FIRE DEPART:+:LNT Please al: 575-4407 and give this job No.O F- Sal and exact address for shut riown or restoration approval; S3-1 15cd S2-2 15cd S1-3 11=11 I�>11 S2-1 15cd S1-2 I►_11 S1-1 C [ANNI NOTICE A completed, signed, Tukwila Fire Department pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. GI GI GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. - 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT FILE 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MOD,FY THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. 0 (By OAC thers) SILENT KNIGHT IFP -100 FACP EOL EOL 471<0 471<0 TO TELCO (2 LINES BY OTHERS ) TS q 2#16THWN--o A AIM MAIN SPRINKLER WATERFLOW & TAMPER SIN PID EOL 47K0 TS A EOL 47K0 PIV MAIN SPRINKLER BACKFLOW PREVENTER (IN F!T) AIM 2 #16 THWN MAIN SPRINKLER POST INDICATOR VALVE (PIV) FIRE SPRINKLER RISER N.T.S. J PAID ?008 26+ 3 .2..(n /f7;' i -7 44 828 Poplar Seattle, Washington Phone: (206)-957-0907 Fax: (206) Web Site: Place South 98144 726-8160 www.pfs.bz randerBI ISSUE DATE: 11-03-08 Project Manager. RICK MARTINEZ Design: SCOTT HAYNES Drafter. SEH Job Number. 08-F338 Recived Architects Plan: 10-23-08 PFS REVISIONS REV DATE DESCRIPTION 1 11-03-08 PERMIT SET ru u) F. FIRE cavER ALARm sHEET 0 2N Ill ._ AO SD500 AIM fOrA--- 0 L111 1L11 0 0 w rpriu EOL 100K TYPICAL WIRING DIAGRAM SPRINKLER WATER FLOW DEVICE DATA LOOP TYPICAL WIRING DIAGRAM SPRINKLER WATER FLOW DEVICE NO SCALE O Q ON (L11LLL111, 0 0 RELAY 1 FIELD VERIFY VOLTAGE FOR SMOKE DAMPER I1a- (+) DATA LOOP 0 RELAY 2 () SFD IF 120VAC FIRE SMOKE DAMPER SQUARE D - KPD12 ICE CUBE RELAY MUST BE USED FOR CONSTANT DUTY RATING TYPICAL SMOKE FIRE DAMPER NO SCALE SD500 ANM =1' LILLLLl11 0 9r7 RETURN (FOR CLASS "A" ONLY) DATA LOOP FROM FACP STROBE HORN/STROBE DATA LOOP SD500 AIM 0, -O 0 24VDC AUX POWER TYPICAL WIRING DIAGRAM ADDRESSABLE NOTIFICATION MODULE NO SCALE 0 [1LL•--111€1 0 Imo-+:. r.o TYPICAL WIRING DIAGRAM SPRINKLER TAMPER SWITCHES DATA LOOP TYPICAL WIRING DIAGRAM SPRINKLER TAMPER SWITCHES NO SCALE EOL 4.7Kf2 EOL 100K SMOKE DETECTOR HORN CIRCUIT FROM AUX. POWER SUPPLY HEAT DETECTOR SMOKE DETECTOR TYPICAL ADDRESSABLE DETECTION NO SCALE STROBE HORN/STROBE STROBE HORN!STROBE TYPICAL WIRING DIAGRAM HORN/STROBES AND STROBES NO SCALE EOL DATA LOOP TO NEXT DETECTOR SD500 ARM 0 Q ON Llll 11IIM l 0 IeD ;Fr 11 +24V DC ®IO 2 DATA LOOP RELAY 1 RELAY 2 (+) (-) 24V DC DOOR HOLDERS IF 120VAC DOOR HOLDERS SQUARE D - KPD12 ICE CUBE RELAY MUST BE USED FOR CONSTANT DUTY RATING TYPICAL WIRING DIAGRAM DOOR HOLDER NO SCALE 3e53 - gyp- • 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs.bz k of Americ 3outhcenter Strander BIS ila, WA. 981 I- W ISSUE DATE: 11-03-08 Project Manager. RICK MARTINEZ Design: SCOTT HAYNES Drafter. SEH Job Number. 08-F338 Recived Architects Pian: 10-23-08 PFS REVISIONS REV DATE DESCRIPTION 1 11-03-08 PERMIT SET ■ I PERMI ( 4 4. 3) - 6 5 ) 121 ; I 1 • • ! _ , - - - - . I ; I _ - OFFICE : I 129 I -104 ft ; OFFICE 119 • ,„_, , • - . • , • ••• • OFFICE ir : I ;-; •". , • . '• • ! I I • 30cd OFFICE S1-8 : 116 ;!. •.=1. ; I: t • •I'. ; I; • ! ; ;.: ; f! . :I •!. - .. --• ; ---::" ,'. -I ' . ,...................___________• : I ut. To 15cd_l• S1-7 VAULT 115 0 ATM VEST 1,0A irffi 11%1 - m.-%.:, .1iT i , C — i --,-, _ , J : .!! y i ' J ... TO FACP TO FACP MERCHANT VEST 1263 95cd EOL INDICATING CIRCUIT S2 S2-6 MURAL ZONE 101 • I • i I ! • EOL INDICATINGL • 1_, • CIRCUIT S1 S1-6 04 .14 08 EN . COUPON 114 t ! •• .1 5cd S1-5 MAI!. 126 \ • 95cd S2-3 It 1 95cdS:-2 D ! - -- - WORK : RM 1 193 1 [1 TELLER 104 2 • _ 95cd S2-4----. F 15cd S2-1 ."1 • S1-1 15cd 431 1 CORRIDOR S 108 EOL TS c] 'EOL1W EI EOq PIV a CUBES 101 1 S1-2 , 15cd F A NER 1 196 A C AIM r Asal 7At, Am I - •==t11 7A • 2.• )s3-2 VVP EOL INDICTING CIRCUIT S (3)E FIRE ALARM FLOOR PLAN SCALE: 1/8"=1'-0" II, 110c4 C.5 E.6 Cqcc 541114e, D . : F FLAG NOTES: DUCT DETECTOR FOR RTU -R.2 DETECTOR PROVIDED BY PFS & INSTALLED BY MECH CONTRACTOR AND WIRED BY PFS. RTU UNITS LOCATED ON ROOF. SPRINKLER CONNECTIONS LOCATED IN VAULT. FIELD LOCATE AND VERIFY ClUANTRIES. 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs.bz F - w (J) w 0 ISSUE DATE: 11-03-08 Project Manager- RICK MARTINEZ Design: SCOTT HAYNES Drafter. SEH Job Number 08-F338 Recived Architects Plan: 10-23-08 PFS REVISIONS REV DATE DESCRIPTION 1 11-03-08 PERMIT SET FIRE ALARM DETAIL SHEET FA1 .0 2 1 O ROUND TO NEAREST INCH TJI JOIST SAMMY SCREW W/ PRE -DRILLED HOLE VERTICAL SAMMY HANGER 8 SCALE - 1/8" = 1'-0" ENTRY 10'-0" ATM VESTIBULE 10'-0" +ry 3'-O• NEW 9'-0"SOFFIT j--- cl 0- 10'-0" CENTRAL ZONE 11'-9" 9'-6' 1 os o' 1 o- ''tt♦+ DS DS rb > • 3•-0 I 3%4,31 4� OFFICE ♦ O a ---I BUSINESS CENTER 1 0'-0" • ,O + 1';1:".4- • ♦ + • 2V I DS OS OFFICE 11'-9" OFFICE OFFICE 5' -O w•+ 0 2 LJ. • I -4 •4p c7 + I 6'-6" 41 -9" 2V. Nay ,--1 s `1 a I BUSINESS CENTER S HANGER NO. 15W SIDE SAMMY SCREW BAR JOIST IP 1.1 II SIDE SAMMY SCREW — 'klillllN6 - - RETAINING STRAP rye 3/B" ATR FIG. 69R SI e El 111 � STRAP a RETAINING RINGAlk E3 INVERTED TOP EAM 0 CLAMP Q o corn E: ALL ct w w ROUND TO NEAREST INCH a 111111 THREAD _i x ROD z O~ OO PIPE / `9 SWIVEL RING � s T ` NOTE ON PLAN: HANGER SIDE SAMMY P NUMBER AND "A" DIMENSION HANGER ENTRY 10'-0" ATM VESTIBULE 10'-0" +ry 3'-O• NEW 9'-0"SOFFIT j--- cl 0- 10'-0" CENTRAL ZONE 11'-9" 9'-6' 1 os o' 1 o- ''tt♦+ DS DS rb > • 3•-0 I 3%4,31 4� OFFICE ♦ O a ---I BUSINESS CENTER 1 0'-0" • ,O + 1';1:".4- • ♦ + • 2V I DS OS OFFICE 11'-9" OFFICE OFFICE 5' -O w•+ 0 2 LJ. • I -4 •4p c7 + I 6'-6" 41 -9" 2V. Nay ,--1 s `1 a I BUSINESS CENTER S 2V 9'-6" Os CALLING CUBE 9'-6" r 3'-O • 8'-6" OS OS NOT IN SCOPE NOT IN SCOPE OVERHEAD PIPING PLAN SCALE: 1/B° = 1'-0 SYMBOL LEGEND (E) BRANCHLIKE PER NFPA 13 - 9.2.3.5.2. WHERE THE MAXIMUM STATIC OR FLOWING PRESSURE EXCEEDS 100 PSI, THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARM -OVER TO A SPRINKLER OR SPRINKLER DROP SHALL NOT EXCEED 12" FOR STEEL PIPE. 1"ARM OVER LENGTH VARIES 1" DROP LENGTH VARIES 48" VICFLEX ASSEMBLY ACT / GYP BRACKET CEILING TILES RECESSED PENDENT SPRINKLER VICFLEX DETAIL EXISTING SSP NEW PIPE EXISTING PIPE NOT IN SCOPE EXTERIOR COVERED OVERHANG 0 A 'moi` Per These plans have e`) Pi; , _-tion, bureau is:- c:'. _--,cia' dS. Acceptance 1 ' rafGS afl3 o din rk, - ACid tiOf S ti.Ju:+.I - Final is +L Suti:IE!.177 The Tukwila Dare SCOPE OF WORK: 1. PROVIDE FIRE SPRINKLER PROTECTION FOR THE TENANT IMPROVEMENT FOR BANK OF AMERICA, TUKWILAAT SOUTHCENTER. 2. INSTALL NEW QUICK RESPONSE PENDANTS TO EXISTING WET SYSTEM THROUGHOUT TENANT IMPROVEMENT. 3. EXISTING SSP(S) BEYOND SCOPE OF WORK TO REMAIN. GENERAL NOTES: 1. THE NEW FIRE PROTECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13 (2010) EDITION AND THE CITY OF TUKWILA'S FIRE PREVENTION REQUIREMENTS. 2. ALL MATERIAL SHALL BE U.L. LISTED AND APPROVED FOR 175 PSI SERVICE. 3. ALL HANGERS SHALL BE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS, NFPA 13, AND DETAILS ON THIS SHEET. 4. ALL NEW PIPING TO BE 1" BLACK STEEL PIPE WITH STANDARD CAST IRON THREADED FITTINGS. 5. THE DESIGN FOR THE TENANT IMPROVEMENT SYSTEM SHALL BE FOR ORDINARY HAZARD GROUP 1 OCCUPANCY WITH A DEMAND OF .150 GPM/SOFT. FOR 1500 SOFT. USING 5.6 K -FACTOR Q.R. PENDENT SPRINKLERS. 6. IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN THE SPACE ABOVE 40 DEGREES. 7. ALL NEW WORK THAT CANNOT BE ISOLATED, SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE. TUKWILA Fii7cE DEPARTMENT Pi' St 5 2',6-575-4407 and gee thV_ ire Permit No. I 5 5 for shut- down or rts'zocr €ion Gp z� 31) PAID c4 -7P ] la [KIS TUKWILA PPP CERTIFICATE CTONOMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Dan R. Hogfoss 2125-0314-C Level3 Cosoo Fire Protection, Inc. COSCOFP110NM 0 N rn W H 0 9 II W J 4 L1 N z z 0 to 0 z 0 z 1- W W 2 N 0 ■ a 2 1- H C3 F z 0 0 V 0 H z 0 N 1" L3 N� 0�0 N MKQ LiJ D 1 O m Ce Q aa I m 7 a W 0. 1- J 0 0 1 z_ 0, 1- z 0 z a yW D N m i C9 1- 0 z a 1- a 2 0 0, 0 0 z •••• •••• • 400 • 0001 0000 • 41•♦ •••• • • • • FIRE PROTECTION AND LIFE SAFETY SPECIALISTS n 6N uLT_ 8 co O� o' z.2 �a Z =�ca in 00 �- 3�t = CV H � 0 U E 0 N 00 0 3 CO • SACRAMENTO • PORTLAND • SEATTLE • A I BEAM OR BAR JOIST IP 1.1 II TOP BEAM C -CLAMP RETAINING STRAP rye 3/B" ATR FIG. 69R SI e El 111 � STRAP a RETAINING RINGAlk E3 INVERTED TOP EAM 0 CLAMP 2V 9'-6" Os CALLING CUBE 9'-6" r 3'-O • 8'-6" OS OS NOT IN SCOPE NOT IN SCOPE OVERHEAD PIPING PLAN SCALE: 1/B° = 1'-0 SYMBOL LEGEND (E) BRANCHLIKE PER NFPA 13 - 9.2.3.5.2. WHERE THE MAXIMUM STATIC OR FLOWING PRESSURE EXCEEDS 100 PSI, THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARM -OVER TO A SPRINKLER OR SPRINKLER DROP SHALL NOT EXCEED 12" FOR STEEL PIPE. 1"ARM OVER LENGTH VARIES 1" DROP LENGTH VARIES 48" VICFLEX ASSEMBLY ACT / GYP BRACKET CEILING TILES RECESSED PENDENT SPRINKLER VICFLEX DETAIL EXISTING SSP NEW PIPE EXISTING PIPE NOT IN SCOPE EXTERIOR COVERED OVERHANG 0 A 'moi` Per These plans have e`) Pi; , _-tion, bureau is:- c:'. _--,cia' dS. Acceptance 1 ' rafGS afl3 o din rk, - ACid tiOf S ti.Ju:+.I - Final is +L Suti:IE!.177 The Tukwila Dare SCOPE OF WORK: 1. PROVIDE FIRE SPRINKLER PROTECTION FOR THE TENANT IMPROVEMENT FOR BANK OF AMERICA, TUKWILAAT SOUTHCENTER. 2. INSTALL NEW QUICK RESPONSE PENDANTS TO EXISTING WET SYSTEM THROUGHOUT TENANT IMPROVEMENT. 3. EXISTING SSP(S) BEYOND SCOPE OF WORK TO REMAIN. GENERAL NOTES: 1. THE NEW FIRE PROTECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13 (2010) EDITION AND THE CITY OF TUKWILA'S FIRE PREVENTION REQUIREMENTS. 2. ALL MATERIAL SHALL BE U.L. LISTED AND APPROVED FOR 175 PSI SERVICE. 3. ALL HANGERS SHALL BE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS, NFPA 13, AND DETAILS ON THIS SHEET. 4. ALL NEW PIPING TO BE 1" BLACK STEEL PIPE WITH STANDARD CAST IRON THREADED FITTINGS. 5. THE DESIGN FOR THE TENANT IMPROVEMENT SYSTEM SHALL BE FOR ORDINARY HAZARD GROUP 1 OCCUPANCY WITH A DEMAND OF .150 GPM/SOFT. FOR 1500 SOFT. USING 5.6 K -FACTOR Q.R. PENDENT SPRINKLERS. 6. IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN THE SPACE ABOVE 40 DEGREES. 7. ALL NEW WORK THAT CANNOT BE ISOLATED, SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE. TUKWILA Fii7cE DEPARTMENT Pi' St 5 2',6-575-4407 and gee thV_ ire Permit No. I 5 5 for shut- down or rts'zocr €ion Gp z� 31) PAID c4 -7P ] la [KIS TUKWILA PPP CERTIFICATE CTONOMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Dan R. Hogfoss 2125-0314-C Level3 Cosoo Fire Protection, Inc. COSCOFP110NM 0 N rn W H 0 9 II W J 4 L1 N z z 0 to 0 z 0 z 1- W W 2 N 0 ■ a 2 1- H C3 F z 0 0 V 0 H z 0 N 1" L3 N� 0�0 N MKQ LiJ D 1 O m Ce Q aa I m 7 a W 0. 1- J 0 0 1 z_ 0, 1- z 0 z a yW D N m i C9 1- 0 z a 1- a 2 0 0, 0 0 z •••• •••• • 400 • 0001 0000 • 41•♦ •••• • • • • FIRE PROTECTION AND LIFE SAFETY SPECIALISTS n 6N uLT_ 8 co O� o' z.2 �a Z =�ca in 00 �- 3�t = CV H � 0 U E 0 N 00 0 3 CO • SACRAMENTO • PORTLAND • SEATTLE • A ( , 6 j '1 • BANK OF AMERICA 7,451 SF FFE= 26.50 FIRE SYSTEMS WEST'S START POINT s- 1 6" DOCVA IN VAULT EXISTING 8" WATERLINE f F-7 STRANDER BLVD. B ;6.3 T C ( C.5 T SITE PLAN SCALE: 1" = 20'--0" D RIGID ROOF INSULATION I D.5 E - TJI ENTRY CANOPY CENTRAL ! ZONE 101 ---=STEEL WEB TRUSS W/ WOOD NAILER / FRAMING 1,[ E.5 I F SITE SYMBOLS x EXISTING PIPING PIPING BY OTHERS FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE EXISTING FIRE HYDRANT GATE VALVE IN ROADWAY BOX FLOW TEST INFORMATION FLOW TEST CONDUCTED/ INFORMATION BY CITY OF TUKWILA CALL CUES BUILDING CROSS SECTION SCALE: 1/8"=1-0" (FACING EAST) TJI STATIC PRESSURE 140 PSI RESIDUAL PRESSURE 20 PSI FLOW OF 5,894 GPM LOCATION OF TEST : (STRANDER BLVD.) ELEVATION OF TEST : (SITE ELEVATION) 4.7 , ROOD *112 FIRE SYSTEMS WESTS START POINT V 1-3 1-7 4. FLANGE LOCATION PLAN SCALE: 1/2" = I-0" tEl .5 SPARE CABINET DISCHARGE JCRU 1111 MOP SINK 0-6 (1-6) FIRE SYSTEMS WE START POINT MAINTAIN 2" ANNULAR SPACE RISER ELEVATION SCALE: 1/2"=1.-0" (FACING EAST) DRY SYSTEM CAPACITY = 80 GAL. RISER MATERIAL LIST: ITEM. QTY. SIZE DESCRIPTION 1 1 6x4 2 2 3" 3 1 3" 4 1 1 1/4" 5 1 1/4" 6 1 7 1 1/6 hp 8 1 9 1 12 HEAD REDUCING FLANGE BUTTERFLY VA. FLOW SWITCH TEST AND DRAIN 0-300 PSI PRESSURE GAGE PIPE STAND TANK MOUNTED AIR COMPRESSOR DRY PIPE VALVE W/ TRIM SPARE SPRINKLER BOX MANUFACTURER NIBCO POTTER ELECTRIC AGF GENERAL GEM CENTRAL MODEL GD -4765-8N VFR-F 1100 OL11016ACT 1100 11-94 g.,:_- -- ""-1-- :-:- ....- - : F. 5_111'm ' 1mg, g,:1_t- ... 'SIrTE,, '1tgy - k": - - Mi: - ... 12,1M -S 1 L4-11 , 0 'h-, itegr = 111 • 711 kitf: S 7264 St - VICINITY MAP SCALE: 1/8" = 1-0" SCOPE OF WORK - FIRE SYSTEMS WEST (FSW) WILL INSTALL ONE WET SPRINKLER SYSTEM IN THE BUILDING TO PROTECT ABOVE AND BELOW CEILINGS, AND INSTALL ONE DRY SPRINKLER SYSTEM FOR THE DRIVE THROUGH CANOPY WITH SPRINKLERS ABOVE THE CEILING AND DRY PENDENT TYPE SPRINKLERS BELOW THE CEILING. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40'F TO PREVENT FREEZING. EXCLUSIONS - ALL PAINTING DESIRED OR REQUIRED, INCLUDING CLEANING OF PIPING, AND PROTECTION OF THE INSTALLED SPRINKLER HEADS FROM PAINT. - PIPE IDENTIFICATION EXCEPT THAT REQUIRED BY CODE. - ALL ELECTRICAL WIRING OF ANY KIND. - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES. DESIGN CRITERIA PER NEPA 13(2007) AND CITY OF TUKWILA - ORDINARY HAZARD GROUP I (0.15 GPM/SF.) AS SPECIFIED BY CITY OF TUKWILA. FITTER / LISTER NOTES t DISCHARGE MAIN DRAIN AT MOP SINK IN JANITORS CLOSET #111 2. MAINTAIN A 2" ANNULAR SPACE AROUND ALL PIPES PASSING THROUGH CONCRETE. 0 ▪ traO 11,F042 Liud Wit'nout Comments Ps 1.2f.t.ter These plans have The Tukwila Fire Prevent -ion Bureau f;.):- vh current City standards. Acceptarc- to errors and emissions which co nc _11;- 12.e vicizations of adopted standards and orcinc7..s. i'',.-7.--pcirl:Vt.);:!ty for the i.-.1:1(ci:uar..y of des[TS\-vb the desinner. Ar2dii:ions, deletions cq; • to drawings after this date will void this c,c:e;.-,tance and w1 rz.,quire a resubrnittal cf rE_Nieed drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: a Ey: kW' RAVIILA FIRE DEPARISain Please call: 575-444 and give this job and exact address for shuts ow n or restoration aoorovat NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you WI need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. FILE SITE / RISER DETAIL BUILDING PERMIT # D08-363 CONTRACT NAME: BANK OF AMERICA 320 STRANDER BLVD. TUKWILA WA 98188 CONTRACT WITH: SWINERTON BUILDERS 3180 139TH AVE SE SUITE 250 BELLEVUE WA 98005 PM CHAD Phone: 425-2835290 Fax: uJ - J HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A B U -HOOK SUPER SCREW CONCRETE INSERT L M L -ROD WASHER PLATE N SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT SPRINKLERS - UP &DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY DESCRIPTION TEE SIZE OPEN'G UP SYM OPEN'G DOWN A A D E TOP BEAM CLAMP P POWDER DRIVEN STUD R WEDGE ANCHOR 1/2" 3/8" 7/16" 1/2" SPRAY 0 0 1/2" 1/2" 1" A • 1" 1" e 1/2" A F G HDI -P CEILING FLANGE T TRAPEZE U 3/4" 17/32" SPRAY 3/4" 1" 1" A 1" 1/2" e 1/2" APPROVALS REQUIRED: DISTRIBUTION: H SIDE BEAM BRACKET SIDEWINDER SHORT CLIP W X 1/2" 3/8" 7/16' 1/2" SIDEWALL 4 1" 1/2" DRY TYP 1/2" 1" 1" TEMP RATING 0 155' CITY OF TUKWILA CITY OF TUKWILA 3 0 200" OWNER /ARCHITECT 286' TOTAL OWNER / ARCHITECT FIRE SYSTEMS WEST 3 2 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (I-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND WELDED BRANCHLINE PIPING TO BE-141204R-T-SGHEEM-Ett1 0 JOINED W/ GROOVED COUPLINGS AND FITTINGS(UNO), 2. ALL THREADED BRANCHLINE PIPING TO BE IMPOR1e1=1E-Mt-E-40--JOINED-W1-4MPORT CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 QC. FAB BY: D. SMITH Q C. INSTALL BY DESIGNER DATE JOB NUMBER SHEET C. MILLER 10/27/08 2-11-0147 1 OF 2 -- FILE:2-11-1047_Revision0l_(Bank of America) 36x24.cad DATE:11/05/08 TIME ATM 122 ROOF OFFICE 121 CEILING FACING NORTH OFFICE 119 =- 10-7 WET - LOBBY / VESTIBULE Design Basis Occupancy- Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressu re(psi): Ordinary Group 1 236 19 5.6 0.5 0.15g pm/ft2 0-26gpm/ft' 1500 00ft2 (Actual 1543.77ft2) NODE 110 403.91 53.78 r 47 (( 4 -441 10-51/2 18-4 123' 17-8 '.--. 125-111/2 8-6 DRY - DRIVE THROUGH 13-5 47-0 t 124 L- 126' ;h27 - (128: MERCHANT 102 _:1 40 )1 • 10-612 ! 6-6 �` ATM VST 1013, 1015: 100A- •1007. i1,2 - 6-6'i 6-6 (116` 1009'- 11018;• 014, 10' - 0" -- 10'-0" MERCHANT VEST 012. 100E 3-6 7-0 118) 8 5' r 3" 1006: 1003, re CENTRE ZONE •r 4�'k. 101 ,100, - _3-6 122? - 8-6 125} kms=. P 15' - 3 1011; 1014: in 4'4 ;1005. K1010 1151 1 113; "11' - 9" - -0 1'2 1-6 I' 1-0 • 43 ,,tri‘ '.100 y O r O 1004 1 4` 4O - 21-10 RM RM - - 103 SSP -. ISOMETRIC i 25-2 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): Ordinary Group 236 18 5.6 0.5 0.15gpm/ft' 0.18gpmfft' 1500.00ft' (Actual 2016.86ft2) NODE 820 372-61 102 85 1 2 4-0 iD \ 413 3-0 --1 -4 r -1-4 00 - 6' / r.4 40. -- INSPECTORS TEST 1 6 :2005;' (.216, to __30' 214! :2008' 5-0 Q`,' 217 .t*. 2010; v!' 1 'C` :'213 iztc 8-0 8-0e� 3-00 2001: 206 '` -<'209;r tY�r 2003; 2007_ 2 -0 4 t'.i*' 3-3 =- '221; (2014, C C) ) 1'_ o � 4 *�a 1 - 8-0 2016' ,2018,; w -( A • 5-0 8-0 :2009. 3-3 (2013) 1) 4-9 15'-3" - Q :2017 m OFFICE 118 1- 5-10 - 2-7 7-0 \ aol 0-10'/z ., 7=3 ' - \211 5-3_ TELLER 104 3-3 - 8-0 '` 5 tO OFFICE 117 0 • m 10'-6" i:: NC\ ;105:° j::1*�5�2'.2 111 R 3.21- - 2-3 1 9-9 ci' 5-2 1 OFFICE 116 1 4 n 1 VAULT 115 -f r - [. !104- y O 8'-2 8'-6" 2-7 ^7-4 - : - 200 1eZ. ,w 5-40 11 0 r 4-2 =- 4-0 106; - 108; . '1 2 210 t-4' 8'-0 0i OMEN` 109 --7 N n a cv 2'4 - -J. 1'+ *" 1'.+ 10-010.0 2-0- _ r - CALL CUBES 107 2 -JO 86',= ''(t,- 80 -ae) 7-6 1 1.0 ISOMETRIC 10-0 10-0 tcr 1) 1 *�`b. 11-3 \ *0-6 S\ �,. O4 N ' '2 020 '4-0 8'-10" d1 - d ' ,:,./208\i + - - 8-0 3-0 +p4 '` '205j 207; 2002 -(2004 N M 1'i 88-0s �.s �. 8-0 - 3-0 s t . 2'= x'21-0 112 1'3 /20. b 1'. 5-0 8-0 8-0 - 0" 8-0 1 1 +4 a 1`e !. ,`•y -3-3 4 9 8-0 C t) 1 8-0 4-9 - 8-0 0-0 `1 -- - - 1 10.0 �t i CORRIDOR 108 LEVEL 1 SPRINKLER PLAN SSU-. -T WI PLUG L DRY SSP A=2-0 ISOMETRIC CO 0 0) oa 83 C C_5 4j (E5 1 F e 2 TOLCO FIG.825 BAR JOIST ATTACHMENT LOCATE 6' FROM PANEL POINT OUTER THIRD OF TRUSS TOLCO FIG. 980 SWAY BRACE EN 45 TO 59 DEG. TOLCO FIG. 980 SWAY BRACE END 2 TOLCO FIG. 4A PIPE CLAMP LONGITUDINAL SWAY BRACE STEEL CONNECTION TYPE -SA TJI 12x ROOF STRUCTURE SUPERSCREWMANGER MATE 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) HANGER 13 SUPERSCREW (WOOD) OPTIONAL FM APPROVED \ FLEX DROP \ TOLCO FIG. 825 BAR JOIST ATTACHMENT LOCATE 8' FROM PANEL POINT OUTER THIRD OF TRUSS TOLCO FIG. 980 SWAY BRACE END TO 59 DEG. FAST CLAMP LATERAL SWAY BRACE STEEL CONNECTION TYPE -SB 2" WOOD NAILER DE NDER/ HANGER MATE 3/8" ALL THREAD ROD RING HANGER OPEN WEB JOIST (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD) --SSU MODEL TY -FRB 0-6 1" DROP -SEE DROP/CEILING SCHEDULE " ARMOVER (TOE) NEW MODEL TY -FRB W/ RECESSED CANOPY DROP DETAIL SCALE: N.T.S. FITTER / LISTER NOTES : 1. ALL CEILING HEIGHTS TO BE VERIFIED BY FITTER PRIOR TO CUTTING DROPS 2. ALL MAIN HANGERS TO BE TYPE 'JIM, ALL LINE HANGERS TO BE TYPE '13' U.N.O. 3. DROPS TO NEW SPRINKLER TO BE PER DROP DETAIL 4. SPRINKLER HEADS ARE CENTERED IN THE CEILING TILES WHERE FEASIBLE. DROP / CEILING SCHEDULE ROOM NAME / NUMBER CEILING 1ST DROP LENGTH FITTING QUANTITY 104 8'-6" ATC 5'-9" ELL 4 FIRE SPRINKLER BUILDING PERMIT # CONTRACT NAME: BANK OF AMERICA 320 STRANDER BLVD. TUKWILA WA 98188 CONTRACT WITH: SWINERTON BUILDERS 3180 139TH AVE SE SUITE 250 BELLEVUE WA 98005 PM CHAD Phone: 425-2835290 Fax: HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A U -HOOK SUPER SCREW CONCRETE INSERT L -ROD WASHER PLATE SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS - UP & DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY DESCRIPTION UP SYM OPEN'G DOWN o SSP TYCO 5 6k 1/2" 155Q CHROME CHROME 83 A SSP TYCO TY -FRB 5 6k 1/2" 286' BRASS 9 A TOP BEAM CLAMP POWDER DRIVEN STUD WEDGE ANCHOR 3/8" 7/16" 1/2" SPRAY 1/2" 1/2" 1" 1" 1/2" 0 SSU SSU TYCO TYCO TY -FRB TY -FRB 5 6k 1/2" 200' 5 6k BRASS BRASS 10 A 103 A HDI -P TRAPF7E CEILING FLANGE 3/4" 17/32" SPRAY 1" 1. DRY SSP VICKING M -QR 5 6k CHROME CHROME 30 A 1/2" 1/2" APPROVALS REQUIRED: DISTRIBUTION: SIDE BEAM BRACKET SIDEWINDER SHORT CLIP 1/2" SIDEWALL 1/2" 1" 1/2" DRY TYP TEMP RATING CITY OF TUKWILA CITY OF TUKWILA 3 OWNER / ARCHITECT OWNER / ARCHITECT 3 286° TOTAL 235 FIRE SYSTEMS WEST 2 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (I-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND WELDED BRANCHLINE PIPING TO BE ifvfils`CPRT-SCRELYME-t0-JOINED W/ GROOVED COUPLINGS AND FITTINGS(UNO). CAST IRON THREADED 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WI FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 ac. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET C. MILLER OCT. 31, 2008 2-11-0147 47 T RLER1- _ i; 0 BANK OF AMERICA 7,451 SF FFEr- FIRE SYSTEMS WEST'S START MKT _ 1 1 rt -c OCCVA VALILT Emma r itIATFRUNE STRANDER BLVD. SITE PLAN SCALE: 1' 20`-er SITE SYMBOLS EXISTING PIPING PIPING BY OTHERS FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE EXISTING FIRE HYDRANT GATE VALVE IN ROADWAY BOX FLOW TEST INFORMATION FLOW TEST CONDUCTED i INFORMATION BY CITY OF TUKWILA STATIC PRESSURE 140 PSI RESIDUAL PRESSURE 20 PSI FLOW OF 5,894 GPM LOCATION OF TEST: (STRANDER BLVD.) ELEVATION OF TEST: (SITE ELEVATION) FIRE SYSTEUIS WEST'S START POINT ROOM 41 11 1-3 1 VICINITY MAP FLANGE LOCATION PLAN 4 1'7 F T' 4.7 E ALE: 1/8" = SCOPE OF WORK - FIRE SYSTEMS WEST (ESA') WILL INSTALL ONE WEI SPRINKLER SYSTEM IN THE BUILDING TO PRO I ECT ABOVE AND BELOW CEIUNGS, AND INSTALL ONE DRY SPRINKLER SYSTEM FOR THE DRIVE THROUGH CANOPY W1T.H SPRINKLERS ABOVE THE CEILING AND DRY PENDENT TYPE SPRINKLERS _ BELOW THE CEILING. - CLARIFICATIONS - ALL AREAS PRO ECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40eF TO PREVENT FREEZING. EXCLUSIONS - ALL PAINTING DESIRED OR REQUIRED, INCLUDING CLEANING OF PIPING, AND PROTECTION OF THE INSTALLED SPRINKLER HEADS FROM PAINT. PIPE IDENTIFICATION EXCEPT THAT REQUIRED BY CODE. - ALL ELECTRICAL WIRING OF ANY KIND. - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES. DESIGN CRITERIA PER NFPA 13( 7) AND GI1Y OF TUKWILA - ORDINARY HAZARD GROUP 1(0.15 GPM/SF.) AS SPECIFIED BY CITY OF TUKWILA. FITTER / LISTER NOTES - 1. DISCHARGE MAIN DRAIN AT MOP SINK IN JANITORS CLOSET #111.- 2, MAINTAIN A 2" ANNULAR SPACE AROUND ALL PIPES PASSING THROU 8 1 -f R2 - ‘L TUKWILA FIRE DEPARTMENT Please call: 575-440 and give this job I4o. • and exact address for shut* down or restoration aoorovski CONCRE. I E. _ - 3"11..d D E f F Rap ROOF INStILATai FIRE SYSTEMS WEST'S /' START POINT N. MAINTAIN 2" AMMAR SPACE RISER ELEVATION SCALE: 117'=1RO" (FACING EAST) DRY SYSTEM CAPACITY = 80 GAL sgt-ITRY V -ION ITEM. Ory_ SIZE 1 1 6x4 2 2 3" 3 1 4 1 1112" 5 1 114" 6 1 7 1 116 hp 8 1 9 1 12 HEAD BUILDING CROSS SECTION SCALE 1/8"=t-0' (FACING EAST) RISER MATERIAL LIST: DESCRIPTION REDUCING FLANGE BUTTERFLY VA_ FLOW SWITCH - TEST AND DRAIN 0-300 PSI PRESSURE GAGE PIPE STAND TANK MOUNTED AIR COMPRESSOR DRY PIPE VALVE W/ TRIM SPARE SPRINKLER BOX MANUFACTURER NIBCO POTTER ELECTRIC AGF GENERAL GEM CENTRAL MODEL GD -476R -8N VFR-F 1100 SITE RISER DETAIL BUILDING PERMIT # D08-363 .2-)r-o-R.AcT,vNIE OL11016ACT DPV-1 11-94 BANK OF AMERICA 320 STRANDER BLVD. TUKWILA WA 98188 -!_i-j-C.,NTI-ZACT N 1TH._ SWINERTON BUILDERS 3180 139TH AVE SE SUITE 250 - BELLEVUE WA 98005 PM CHAD Phone: 425-2835290 Fax: - - !-L N -3F TC ErEAM CLAW SPRINKLERS - UP &DN SPRINKLER SPKR. TEE ORIFICE SIZES UPRIGHT PENDENT SE opEN,G1 opEN,G THRDS AND TYPE - UP SYM DOWN LRi TRAPEZE: t ALL MATERIAL AND EQUIPMENT TO EE NEW AND UNDERWRITERS APPROVED 2: PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 8, DIMENSIONS SHOWN THUSLY ORE") WHICH ARE END TO END. 3_EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5:PIPING SHALL BE IN ACCORDANCE "11TH NEPA 413_ 6. JOINING OF PIPE AND FI I 1INGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA *13. 7. OWNER TO PROVIDE ADEQUA I E HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND WELDED BRANCHLINE PIPING TO BE IMPORT SCHEDULE 10 JOINED WI GROOVED COUPLINGS AND FI I FINGS(UNO) 2. ALL THREADED BRANCHLINE PIPING TO BE IMPORT SCHEDULE 40 JOINED W/ IMPORT CAST IRON THR.EADED FITTINGS. 3_ ALL DRY MAIN PIPING TO BE SLOPED AT 114" PER 10'-O" AND ALL DRY LINE PIPING TO BE SLOPED AT 112" PER 10E0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SCEVVLNDER (UNC). Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 - 3/3" 7/16' 1/2' SIDEWALL TEMP I 1" RATING C E--(= SMITH Da&GNER L 8' S' - 8 ATM 122 OFFICE 121 1 2 t-1 OFFICE 118 • - 6- OFFICE 117 8' - 6" OFFICE 11S • - VAULT 10-7 WET - LOBBY / VESTIBULE Design Basis Occupancy Total SprinkIet's: NLmbter O Sefinklel-s Calcut-ated_ Kt,=actor. Orifice. Slze. Nsign Density Average Density Area of Application. Demand at ease Of Riser or Point 01 Total Demand row(gr-,m) Pressure(psl): ec ion OrOmPri Group I 231 19 5_6 0_5 0.15gomiff" 0 29opm41? 1500 OCtr-ti (Actual 1543 7711) NODE *10 0.00 TOO 10-5!A 18-4 17-8 1"5 t 125-111/2 13-8 MERCHANT 102 <r! - I NIZ) 1 13-5 4.6 1 ATM VEST 100A 10%0" 7-0 11-0 21-0 • 10' • 03"" F 10* • Cr - MERCHANT VEST 2-0I4-=454 17-7'7 - G 6 8-T1 E G 10' • 13- • 21-10 100B 2 j ; 09i 3-6 8-6 :11-0 14 .0 1H- 21-0 - 4-4 1S" • 3' E = '34 F WORK RM IS0141ETRIC 103 47-0 25-2 ( DRY CALC. Dein Basos Occupancy Total Sprinklers Number 0_ f Sprinklers Calculated: K -Factor Oriftce Size Design Density Average Density Area of Applicatom Demand at Base Of Riser or Point Of Conne:tion Total Demand now(gpm): Pressure(psi) Ordinary Group I 231 16 0.15gpm/ft/ 0.20gPmittl. 1500.00ft2 (Actual 2016.86ft?) NOCE $20 398.10 108.06 ,f_ 215 : *fr C:5 __ Li* I- f--L.---;-1*"4----- -1-......./FL::t....;1-i - - tEt-L.:2-1%------ -- 8-0 - - ' :8.0; IN-' '. ,E._..,. __ ,r, ...--.. y,..,, -.,2006- .:2Ck3.5 - - c,.,21:1,.. -7 ' 2.8 - 8-0 Ste 3-0 5.0 2C-041 -4 0- 5 VIM A _ CENTRAL ZONE -101 . - -1 N > - 4a 1-4 AZA' 212 4------------- r---------- 8-0 !;2001; - 207 - - 1442 icy, 142 -5-0 - 5-10 2-7 0-10 7-3 ' 3-9 -11 - TELLER 104 8-0 8' - 1 8-0 214 ------- 0 144 - 2014 --• o _8_0 2 t 4 ,;2016:„, - 219 L 20 2011 20 .111111111111141.411 114 f 5.0 8-0 8.0 0 _ L - 4.1 10 - E .1"C ,Ngr AS k," 111 • 2'1 00 13'•0- col - 21-0 ? 5.0 a._ 4 - _ E ' -. A5 - t IG -t - 63 2-7 1 1f1 _ 202:i - 64 Tar *I's?" 1-4 - 8-0 0 -- NIIIIIIIIMINMOI11111111111•11114WEJ 57. XIMI11111.40114•44141.11411441011; -77 0) 1 -0 8-0 -0 5-0 ---_0______- *N*) 4 ill x - -- - : - ti ' . , •i , 4 : + I CALL CURES - 107 ' 4-2 = E I- - - MOMECRiC le•Rawlerr---mr- SPRNKLR LEGEND -4 CORRIDOR 108 LEVEL 1 SPRINKLER PLAN SPRINKLER HEADS S S U REVISION5 -T PLUGI DRY SSP A2.4 ISOMETRIC ti? I 0) I t:" t: a 5 1 TOLCO FIG, 825 GAR JOIST ATTACHMENT - --- i LOCATE 6' FROM PANEL POINT OUTER THC OF TRUSS TOLCO FG. B0 SWAY BRACE END 4-7 r c 45 TO 58 DEO_ - - TOLCO 580 SWAY BRACE ENO TOLCO FIG_ 4A PIPE CLAIIIP LONGITUDINAL SWAY BRACE STEEL CONNECTION TYPE -SA TJI / 2x ROOF STRUCTURE UPERSCREWMANGER MATE E:e - 3/3" ALL THREAD ROD ,.(NG HANGER (4 AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) FITTER LISTER NOTES: OPTIONAL - FM APPROVED FLEXDROP 7 r TLOOCLCAOTEF108.F8R02rAAFArpolATTNTACHMENT OUTER THIRD OF TRUSS • TOLCO FIG.930 gWAY BRACE reRAa' PIPE TOLCO FIC. 1000 - FAST CLAMP LATERAL SWAY BRACE STEEL CONNECTION TYPE -SB 2" WOOD NAILER SIDEWINDER/HANGER MATE &Tr ALL THREAD ROD -tA6 RING HANGER - - OPEN WEB JOIST' AND SMALLER PPE) HANGER JW SIDEWINDER (VVOOD) _ SU MODEL TY -FRB JIL.111:1- r DROP -SEE DROPICILING SCHEDULE ! 1" AR1.10VER (TOE) 1" DROP (1-6" TOE) ---- NEW MODEL TY -FRB W/ RECESSED CANOPY DROP DETAIL SCALE: NTS. 1. ALL CEILING HEIGHTS TO BE VERIFIED BY FITTER PRIOR TO CUTTING DROPS 2 ALL MAIN HANGERS TO BE TYPE 'JW, ALLLINE HANGERSTO BE TYPE IV U N.0 ----- DROPS TO NEW SPRINKLER TO BE PER DROP DETAIL 4, SPRINKLER HEADS ARE CENTERED IN THE CEILING TILES WHERE FEASIBLE_ 5. ALL MAIN PIPE DIMENTIONS ARE CUT DiMENSONa. 6. ALL LINE PIPE DIMENSIONS ARE CENTER TO CEN I ER DIMENSIONS UNLESS NOTED AS (X -X) DROP / CEILING SCHEDULE ROOM NAME / NUMBER CEILING 1ST DROP LENGTH FITTING QUANTITY 100A & B 10'-0" GYP. 0-0" A_D.N_ 10 101 1 I-9" ACT .,_ -). toc-- COUP 20 101 10-6- GYP. 3-1 0" ELL 4 102 10' " ACT 0-6.5' RC -, h. 103 " ATO t--0" ELL 2 104 . " ATC 6-9" ELL 4 104 V-6- ATC 4,7-7 COUP 7 107-109 8--6" ACT COUP 7 107-109 8--6* ACT 3-9" ELL 6 115 8N6" ACT 3-9" COUP 2 116-122 8-6" ACT 7-0" RC 7 EX - 7'-0" ELL 3 EX - 7-0" Ru FIRE SPRINKLER BUILDING PERMIT # BANK OF AMERICA 320 STRANDER BLVD. TUKWILA WA 98188 GENERAL NOTES 1.F2" 314" SPRINKLER ORIFICE SIZES: UPRIC; AND TYPE 3.1&"" 7/16' 12" SPRAY 17/32" SPRAY SPRINKLERS - TEE T[ PENDENT 57E OPEN'G ,y,"JOPENG UP ' O'D 1./2" 1/2" 0611 - 3/4" 1" 1' 1/2" TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY 1 QTY 1/2" 155' CHROME CHROME • asp TYCO r TY -FRB 56k _0 SSP TYCSD TY -FRB ! 5.6k 112" 86 1 BRASS SSU TYCO TY -FRB 5.6k 1/2" 5 112" j TYCO 1 TY -FR k- - 1/2" .4 DRY SSP =KING 1 M -QR 1= 5,6k A 7-0" 0 0 200' 1" 200 1/2" 7/16" 112" 51DEWALL 1/c 1- = L. DRY TYP I 15,5' DATE BY 1210 1 /0 8 /2\ 05/08109 11=1111111111 1122131iiiiiiin BRASS 5 CHROME CHROME1 30 1=11111111111111111111111111 TEMP RATING ' 26 TOTAL; 230 DESCRIPTION NEW SPR NKLER RISER LOCATION CHANGE SPRINKLER TYPE APPROVALS REQUIRED CITY OF TUKWILA OWNER / ARCHITECT DISTRIBUTION: CITY OF TUKVVILA OWNER / ARCHITECT FIRE SYSTEMS WEST 1 ALL MATERAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2_ PIPING DIMENSIONS ARE CENIER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (I-6) WHICH ARE END TO END. 3EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA #13. 4 PIPE HANGRS AND MEI HOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13. 5PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA #13. 7_ OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WA LER IN PIPES FROM FREEZING N AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM_ 8_ STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE_ DESIGN CRITERIA AND NOTES 1. ALL MAN AND WELDED BRANCHUNE PIPING TO BE 11,(1ERT SCHEDULE 10 JOINED W/ GROOVED COUPLINGS AND FITTNGS(UNO). 2_ ALL THREADED BRANCHLINE: PIPING TO BE IMPORT SCHEDULE 40 JOINED 14.(/ IMPORT CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4' PER 10'-0" AND ALL DRY L/NE PIPING TO BE SLOPED AT 1/2' PER 10'-0", 4 ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED Wi 'F' FOR FLEXIBLE_ ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (uN0). SWINERTON BUILDERS 3180 139T1 -t AVE SE SUITE 250 BELLEVUE WA 98005 PM CHAD Phone: 425-2835290 Fax e Systems West 219 Frontage Road North, Suite B Pacfic, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA C1# FIRESWI 140R1 DATE 31, 2008 Q.C. INSTALL_ BY: JOB. tiur,BER SHEET ATM 122 OFFICE 8' • 6 - ROOF 7 121 CEILING 120 FACI-116-H0RT OFFICE _ 119 8 • 6" OFFICE 118 8' - 6 - OFFICE 9 10-7 ET - LOBBY VESTIBULE Design Basis Occupancy - Total Spnnklers: Nunber Of Sprinklers Calculated. K -Factor. Orifice Sae. D..esign Density Average Density: Area of Application. Demand at Base Of Riser or Point Of Connection Total Demand Piow(gpm): ureoosiI 10-5/2 18-4 2-4 104't el 9-7'2 ATM VES? F OA 1 -- 2-0 6-612 17-7'7 1'7 7-0 7-0 34 Ordinary Group I 231 19 5.6 0.5 0_ 15gprnift-' 0. 20g pm.1..V- 15CTO,001E (Actuat 1543.77ft?) NODE #10 000 34 7-0 21.0 174 125-111A 8-8 MERCHANT 102 T 13-5 21-0 MERCHANT VEST 21-10 7-0 WORK RM ISOMETRIC 103 INSPECTORS TEST 47-0 25-2 21.0 15 - 3" 21-0 K f!! -0 13 219 01S,...• 8' • 6 1, CENTRAL ZONE ‹(r. 101 -------------------- 0 t=, 1 1-4 et, • ts.# (F - 8-0 • 8-) •301 • 1• 1' • TELLER 104 -101/2 - 7-3 1 --- ----- 214 •-3010„•• 15' - 3- 9 40 „•;; 9 10 - 4-01 13 0- - ,,:1‘9 ,_ 4JIG 7 i;:t4... - ..• cO .5+ - ta-N 111 2'2 'A!. . n't 5-10 tY A10- .: 2,21_ 11-0- ----- 21-4 - -*A - 63 2-7 ; 1 6.3 1 C - D 1 0.0 1-0 5-0 208) VAULT 115 - , 2t4 3005 fl •,3006 14'2 8' • 6- 8* - r - e4.2 -212 8" • 6- • 03 WbM EN 12 112 *4 !IP 8-0 1-0 `tz : 6 7.0 CORRI R - _ !SUET RiC 10 1'. 10-0 = ; CALL CUBES - 107 10-0 1 10-0 LEVEL 1 SPRINKLER PLAN SCALE 1/8" „- „/ SSU , • - -T WI PLUG DRY SSP , A2-0 ISOMETRIC [3 I F • AUX. CA TOLCO FiG 825 BAR JOIST ATTACHMENT LOCATE r FROM PANEL POINT OUTER THIRO OF TRUSS TOLCO FIG. 880 SWAY BRACE END -- 1" BRACE PIPE at r -lir "+17 45 TO 59 BEG_ - TOLCO FK. 330 SWAY BRACE END •D; TOLCO FIG 4A PIPE CLAMP LONGITUDINAL SWAY BRACE STEEL CONNECTION TYPE -SA TJ I /2x ROOF STRUCTURE SUPERS-CREW/HANGER MATE - - - - 3/13" ALL THRE.AD ROD - RING HANGER (4" AND SMALLER PIPE) HANGER B SU PERSCR EW (WOOD) Design Basis Occupancy: Total SprInklers: Number Of Sprinklers Clculated.. K-Fctor- Orifice $Ize: Design Densty' Average DensIty Area of Applicaton: Demand at Base Of Riser or Point Of Connection Total Demand Fow(gprr): Pres -sure( -. Ordinary Group 231 13 11 2 0.531 0 15gprnft? 0 18gprniffl 1500 00ft? (Actual 20 NOM 120 38.02 57 FITTER 1 LISTER NOTES: bPTIONAL FM APPROVED FLEX DROP OUTER THIRD OF TRUSS TOLCO FG. 910 .'WAY BRACE END 1" BRACE PIPE @7'-0- - TOLCO FIG. 825 BAR JC41T ATTACHMENT 4 -1773 LocATE FRom PANEL pOINT TOLCO FIG, 1000 FAST CLAMP LATERAL SWAY BRACE STEEL CONNECTION TYPE -SB 2' WOOD NAILER SIDEWINDER/HANGER MATE 318" ALL THREAD ROD ------ RING RANGER OPEN WEB JOIST (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD) SSU MODEL TY -FRB V' DROP -SEE DROP/CELI NG SCHEDULE r ARMOVER (TOE) r DROP (16" TOE) NEW MODEL TY -FRB Wi RECESSED CANOPY DROP DETAIL SCALE: N.TS. 1. ALL CEILING HEIGHTS TO BE VERIFIED BY FITTER PRIOR TO CUTTING DROPS 2, ALL MAIN HANGERS TO BE TYPE 'AV, ALL LINE HANGERS TO BE TYPE 'B' U.N.O. 3 DROPS TO NEW SPRINKLER TO BE PER DROP DETAIL 4 SPRINKLER HEADS ARE CEN I ERED IN THE CEILING TILES WHERE FEASIBLE 5. ALL MAIN PIPE DIMENTO.NS ARE CUT DIMENSIONS_ 6. ALL LINE PIPE DIMENSIONS ARE CENTER TO CEN I ER DIMENSIONS UNLESS NO ED AS (X -X). DROP/ CEILING SCHEDULE ROOM NAME / NUMBER CEILING 1ST DROP LENGTH FITTING QUANTITY 100A & B 10'-0" GYP. 0`-7 A D.F1. 10 101 11-9" ACT 1a-6. GYP. 7-6" 3-10' COUP ELL 20 4 101 102 1 T {,. EF RC 103 8-6ATC 1-0 ELL 104 8,-6' ATC 5-9" ELL 4 104 61-6" ATC 54" COUP 7 107-109 8'-6.' ACT 32." COUP 7 107-109 8'-6" ACT 3-9" ELL 6 115 8'-6" ACT 3'4" COUP '-' 116-122 8'-6" ACT 22-0" RC 7 - 7-0" ELL 3 T-0 RC FERE SPRINKLER BUILDING PERMIT # ACT r -JJ -r BANK OF AMERICA 320 STRANDER BLVD. TUKWILA WA 98188 CONTRACT WITH SWINERTON BUILDERS 3180 139TH AVE SE SUITE 250 BELLEVUE WA 98005 PM CHAD Phone: 425-2835290 Fax: GER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NO1ES M p SPKR. THRDS SPRINKLER ORIFICE SIZESUPRIGHT AND TYPE PENDENT TEE SIZE ERS - UP & ON SYM TYPE MFG MODEL 1. ORIFICE THREAD TEMP FINISH CANOPY TY 1K DATE BY DESCRIPTION OPENG UP sym!OPENG DOWNfSSP TY -FRB I 5.6k TYCO TY -FRB ! 56k 1/2" 112" 155' 286± CHROME CHROME; BRASS )1' 12101/08 CM A\ 05/08/09 C14 NEW SPR NKLER RISER LOCATION CHANGE SPRINKLER TYPE "-.1:91-70-.1717 AN - 1/2" 318- 7/16' 1 SPRAY 1- • SSU -rcp 1" 1/2" TYco TY -FRB 1 5.6k TY-PRB-r---5:15k-/ 11" BRASS BRASS - 103 314" 17/32" SPRAY 3/4' 1" 1* i• DRY SSP VICKING A -OR 56k 1" CHROME CHROME k • r • 1/2" A 7-0" APPROVALS REQUIRED: DISTIRIBUTDN: 142" 3/8" 7/16" 1/2" SIDEWALL 1" 1.12" DRY TYP 47 4 TEMP RATING 155 - CITY OF TUKWILA CITY OF TUKIWI_A OWNER /ARCHITECT OWNER / ARCHITECT 286 - TOTAL 230 FIRE SYSTEMS WEST 1 ALL MAI ER AL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2_ PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3_EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA #13. 4 PIPE HANGERS AND ME1HOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13, 5_PPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6 JOINING OF PIPE AND FII IINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA #13. 7_ OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREF7ING N AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8 51HUCTURL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. L MAN AND WELDED BRANCHUNE PIPING TO BE IMPORT SCHEDULE 18 JOINED GROOVED COUPLINGS AND FITTiNGS(UNO). 2_ ALL THREADED BRANC1-1LINE PIPING TO BE IMPORT SCHEDULE 40 JOINED IN/ IMPORT CAST IRON THREADED FI I I INGS. 3_ ALL DRY kl.AIN PIPING TO BE SLOPED AT 114" PER 10'--0" AND ALL DRY LINE PIPING TO BE SLOPED AT irr PER 100. 4_ ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WI 'F' FOR FLEXIBLE_ 5. ALL HANGERS AT STEEL BAR JOISTS AND W1DE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAM'( SIDEWINDER (UNO) 11 l4 411 W ,s Fire Systems West 219 Frontage Road North, Suite B Pacfic, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 OL# FIRE -SWI 14061 Q.C. !INSTALL BY -DE-r.TNER DATE JOB NUMBER SHEET C.1,.1 LER CT L1. 200, 2-11-0147 PLOT DATE: 02—Dec-2016 0 HORP RENOVATION SOUTHCENTER EXISTING FIRE ALARM IMPROVEMENT SYMBOL LEGEND SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS SUPPLIER PART NUMBER _ 1 Of ADDRESSABLE FIRE ALARM CONTROL PANEL EXISTING SILENT KNIGHT IFP -200 FACP 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 609936 1 -IX INTEWGENT PHOTO SMOKE DETECTOR EXISTINGr = SILENT KNIGHT SK -PHOTO 60991 B RED JACKET w/ NO STRIPE C 2- IX WALL STROBE WHITE SEE DEVICE DESIGNATION FOR STROBE cd SETTING 4 SQUARE DEEP; MOUNTED AT 80' TO BOTTOM NOTIFIER - - STW ,. 3- NW EX CEIUNG HORN w/ STROBE: WHITE SEE DEVICE DESIGNATION FOR STROBE cd SETTING 4 SQUARE DEEP; CENTER ON CEILING TIE NOTIFIER SVC Q? 1- NW CEILING STROBE WHITE SEE DEVICE DESIGNATION FOR STROBE cd SETTING - 4 SQUARE DEEP; CENTER ON CEILING TILE NOTIFIER STWC AUX EQUIPMENT INTERFACE HSW N 1 PAIR 16AWG TWISTED \ SHIELDED FIRE RATED CABLE (FPLP) 0991 RED JACKET w/ ORANGE STRIPE NOTES: 1- DEVICE SUBSCRIPT: NW=NEW RR=REMOVE & RELOCATE EX=EXISITNG TO REMAIN AC=ABOVE CEILING RB=RELAY BASE - WP=WATERPROOF - WG=WIRE GUARD 2- CABLEING SHOWN IS FOR CIRCUIT REFERENCE ONLY AND DOES NOT INTENDED TO INDICATE THE EXACT PATHWAY. - - 3- DEVICES SHOWN ON DRAWINGS IN GRAY SCALE ARE EXISTING DEVICES AND MAY NOT BE INCLUDED IN THIS SYMBOL LEGEND UNLESS NOTED. 4- SET HORN/STROBE DECIBLE SETTING TO LOW FROM FACTORY SETTING OF HIGH, ONLESS OTHERWISE NOTED ON THE DRAWINGS. - 5- ALL DEVICES WiTH A WP SUBSCRIPT WILL REQUIRE THE USE OFA OUTDOOR OR WP BACKBOX. WIRE LEGEND SYMBOL DESCRIPTION - WEST PENN P/N COLOR CODING TYPE OF CIRCUIT APPLICATION - NOTES A 1 PAIR 16AWG FIRE RATED CABLE (FPLP) 60991B RED JACKET w/ NO STRIPE CONVENTIONAL (IDC) CIRCUIT NSW C 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 609936 RED JACKET w/ WHITE STRIPE AUDIBLE (NAC) OR NAC POWER CIRCUIT FAX: FAX - - - D 1 PAIR 16AWG TWISTED \ NON SHIELDED FIRE RATED CABLE (FPLP) - 60991 B RED JACKET w/ NO STRIPE DATA (SLC) CIRCUIT MODULE G 1 PAIR 16AWG FIRE RATED CABLE (FPLP) 6099113 - RED JACKET w/ BLACK STRIPE AUX RELAY INTERFACE BOTHELL, WA 98021 J 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 609938 RED JACKET w/ BLACK STRIPE HVAC INTERFACE FAX 425-486-2611 - L 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 609936 RED JACKET w/ BLACK STRIPE AUX EQUIPMENT INTERFACE HSW N 1 PAIR 16AWG TWISTED \ SHIELDED FIRE RATED CABLE (FPLP) 0991 RED JACKET w/ ORANGE STRIPE 485 NETWORK CIRCUIT P 1 PAIR 14AWG FIRE RATED CABLE (FPLP) - - 609936 RED JACKET w/ NEON GREEN STRIPE AUX POWER CRCUiT - - S 1 PAIR 14AWG FIRE RATED CABLE (FPLP) - 60993B RED JACKET w/ WHiTE STRIPE STROBE (NAC) CIRCUIT - : IM 5 _ 01 0 TOTAL SK DEVICES 5700DET5600 = �+ 50 MOD 100P T 2 PAR 24AWG TELEPHONE CABLE - CAT3 GREY JACKET F TELEPHONE CIRCUIT 2 V 1 PAIR 16AWG TWISTED \ SHIELDED FIRE RATED CABLE (FPLP) - 609906 RED JACKET w/ YELLOW STRIPE SPEAKER (AUDIO) CIRCUIT SrW W 4 COND. 18AWG FIRE RATED CABLE (FPLP) 609826 RED JACKET w/ LT BLUE STRIPE REMOTE TEST STATION CIRCUIT NOTES: - - " STRIPES ARE NOT REQUIRED, HOWEVER iT DOES MAKE IT EASIER FOR CIRCUIT IDENTIFICATION. - 1- WIRE MANUFACTURER IS FOR REFERENCE PURPOSE ONLY. WHEN USiNG OTHER MANUFACTURE, ENSURE PROPER CROSS REFERENCE - 2- FPLP CAN BE USED IN MOST ALL APPLICATIONS WiTH THE EXCLUSION OF WET AND CIRCUIT INTEGRITY REQUIREMENTS 3- INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WIiH NEC REQUIREMENTS, IE PLENUM, RISER, UNDERGROUND, ETC. 4- THEY FIBER OPTiC CABLE LISTED IS A BELDEN CABLE PART NUMBER AS WEST PENN NO LONGER SUPPORTS FIBER OPTIC CABLE 5- THIS CABLE MUST BE INSTALLED IN A CONTINUOUS PATH POINT-TO-POINT. ABSOLUTLEY NO SPLICES ARE ALLOWED. - - - 6- THIS CABLE IS A BELDEN SPECIFIC CABLE, NO ALTERNATES ARE ALLOWED - 3 L. NAC Circuit Load, Voltage Drop & Battery Load Calculations - FACP APS Name: Location: - P.S. Type: Part f EAL2 STORAGE ROOM - FP -200 Description: Standby: Nam: CTrouIt Idenbfers: Output fl WC Sync C1-1 Output 12 NAC Sync C1-2 Output 13 NAC Sync C1-3 Output #4 NAC Sync C1-4 Aux Pow P1-1 - Total Qty NSW NI Ham w/ Strobe set at 15cd - 0.0000 0.0820 THE SAME FIELD ADDRESS FAX: FAX - - - BASE 10 ADDRESS 0 HSW Wall Horn w/ Strobe set at 30cd MODULE 0.0000 0.1020 - D - D D = - - DETECTOR or BOTHELL, WA 98021 0 HSW Wall Horn w/ Strobe set at 75cd - 0.0000 - 0.1480 FAX 425-486-2611 - - - - - -- SALESMAN: - - SALESMAN - SALESMAN -EMAIL - 0 HSW NI Horn w/ Strobe set at 95cd - : r : IM b S 0.0000 0.1760 LOOP NUMBER (SLC) - 1D097 1M097 0 HSW Wall Horn w/ Strobe set at 110cd COMPLETE 9THE DEVICE ADDRESS (1D0ODULES 7 I--► 0000 0.0000 0.1970 ON A SK5600 & SK5700CTOARE NOTSHARED AND MUST BE IN SEQUENTIAL ORDER FOR EXAMPLE: - - D 0 0 ' I b - - - _ °= - : IM 5 _ 01 0 TOTAL SK DEVICES 5700DET5600 = �+ 50 MOD 100P 0 SR Wall Strobe set at 15cd - - 5808 = 99 DET 99 MOD 1 LOOP 0.0000 0.0570 2 + 5820XL = 99 DET MOD €4 LOOP i4 + 99 2 SrW Wall Strobe set at 30cd - 0.0000 0.0850 g 0 - 0 SW Wall Strobe set at 75cd - 0.0000 0.1350 STROBE: - LF. SOUNDER AUDIO ONLY: BELL DESINGATION: 0 s1W Wall Strobe set at 95cd - - 0.0000 0.1630 NOTIFICATION 1 VISUAL CIRCUITS: - - - 0 SiW Wall Strobe set at 110cd FLOOR THAT P.S. IS ON 0.0000 0.1820 - 0 HSWC Ceding Hom w/ Strobe set at 15cd 0.0000 0.0820 5 1 6 HSWC Cedi=ng Hom w/ Strobe set at 30cd 0.0000 0.1020 1 - - - 1 HSWC Ceding Horn w/ Strobe set at 60cd 0.0000 0.1410 'R' = 24VDC RESET POWER CIRCUIT l 0 HSWC Ceding Hon w/ Strobe set at 75cd - 0.0000 0.1480 1 - 0 HSWC Ceding Hom w/ Strobe set at 95cd 0.0000 0.1760 3 -�NIA2 CRCCOMUIITT# 2 FOR SYSTEM SENSOR HORNS: HORN DB SETTINGS: FOR WHEELOCK HORNS: ADJUST HORN DB SETTINGS ADJUST HORN DB SETTINGS - - 5 STWC Ceding Strobe set at 15cd = _ - 0.0000 0.0610 - 1 1 STWC Ceding Strobe set at 30cd 0.0000 0.0850 0 STWC Ceding Strobe set at 60cd 0.0000 0.1030 0 STWC - - Ceding Strobe set at 75cd 0.0000 0.1350 - - 0 STYX Ceiling Strobe set at 95cd 0.0000 0.1630 0 Typical Door Holders 0.0680 0.0000 0 Existing Circuit Measured Load (Amps): - 1 Devices per Circuit Total Standby Circuit Calakted Amps (3): Total Alarm Circuit Calcdated Amps (1): Vire Gauge Used (awg): Circuit Length (ft): Estimated Voltage Drop (dc): Estimated EOL Voltage (dc): Calculated Voltage Drop X: 11 0 0 4 0 15 0.000 0.000 0.000 0.000 0.0000 - 1.154 0.000 0.000 0.495 0.0000 14AWG 14AWG 14A1VG 14AWG - 14AWG - Total = Mnps l Required : 1.649 0 0 - 0 200 0 0.00 0.00 0.00 0.51 0.00 24.00 24.00 24.00 23.49 24.00 0.0% 0.0% 0.0% 2.1% 0.0% r 1) Currant Draw Measurement based on: 1111971, 16-33V, FWR Input, Flgh db & Temporal Patten 2) Outdoor/WP Devices have the same Measured Current Draw as the indoor Devices and may not listed separately above. 3) When the APS is configured for 'Doors', Output 14 shutsdown on lass of AC Power. Therefore no 'Standby' Current Draw is shown - - - BATTERY LOAD CALC for FACP: - - Total Standby Current - Total Alarm Current: Spare Capacity Required - per NN Circuit: - - - Total Amp Hours Required (AH): - Total Mnp Minutes Required (Ali): I iimum Battery Size Needed (IW): - - Spare Battery Capacity Required: Battery Size Required (AH):' Total AH Rated Batteries Suppled: =1 Hours Standby: 24 0.1700 = 4.1 linutes Alarm: 15 1.9740 - 0.5 - 4.6 Backup Generator? Yes Voice Evacuation? Yes 20% = 20% frtiitary? NoActual 5.5 MAXIMUM CHARGER CAPACITY IS: 35AH - 12.0 320 STRANDLER-BLVD, TUKWILLA, WA 98188 DEVICE DESIGNATION LEGEND: SILENT KNIGHT SK SERIES ADDRESSABLE INITIATING DEVICES: - CUSTOMER: NAME: -- COMPANY p(e�c THE DETECTORS & MODULES ON ADDRESS: ADDRESS - - BASE 1 ADDRESS SK5808 & SK5820XL MAY HAVE - - - CONTACT: CONTACT - - PHONE: - PHONE: THE SAME FIELD ADDRESS FAX: FAX - - - BASE 10 ADDRESS EMAIL: - EMAIL: - - FOR EXAMPLE: - - MODULE - - - - - - - - D - D D = - - DETECTOR or BOTHELL, WA 98021 - - - - - - _ - - - FAX 425-486-2611 - - - - - -- SALESMAN: - - SALESMAN - SALESMAN -EMAIL EXT: SALE PROJECT MANAGER: PM - PM -EMAIL - = - : r : IM b S DESIGNER: - - DESIGNER - - LOOP NUMBER (SLC) - 1D097 1M097 COMPLETE 9THE DEVICE ADDRESS (1D0ODULES 7 I--► 0000 ON A SK5600 & SK5700CTOARE NOTSHARED AND MUST BE IN SEQUENTIAL ORDER FOR EXAMPLE: - - D 0 0 ' I b - - - _ °= - : IM 5 _ 01 0 TOTAL SK DEVICES 5700DET5600 = �+ 50 MOD 100P REM ,5TaeONoutFOR _ - - 5808 = 99 DET 99 MOD 1 LOOP ADDRESSES 100 AND ABOVE + 5820XL = 99 DET MOD €4 LOOP i4 + 99 NOTIFICATION .� APPLIANCES: - - - - V V - - g 0 - 2 - -1 ` STROBE: - LF. SOUNDER AUDIO ONLY: BELL DESINGATION: 5=15c1 9=95cd 50=150cd L3=135cd M=MINI HORN 3= 30cd 0 =110cd 77=177cd L5 =150cd H = HORN ONLY 6 = 60cd 15 =115cd 85 =185cd L7 =177cd F = SPEAKER ONLY 7 = 75cd 35 = 135cd L8 =185cd LF = LOW FREQUENCY 6=6"BELL 8 =8' BELL 10 =10' BELL 12 =12' BELL - - NOTE: A'WP' ADJACENT TO THE DEVICE INDICATES THAT THE DEVICE IS OUTDOOR RATED - - NOTIFICATION 1 VISUAL CIRCUITS: - - - CRCUIT TYPE: - FLOOR THAT P.S. IS ON 'C' = FACP NAC CIRCUIT - 'N' = APS NAC CIRCUIT - POWER SUPPLY ID - - - 'P' = 24VDC POWER CIRCUIT 'R' = 24VDC RESET POWER CIRCUIT l i SUB -CIRCUIT NUMBER - `S" = STROBE CIRCUIT 1 - -O TE T=AUDIOIRISERCRCUITUfi T =AUDIO RISER CIRCUIT ©00 -�NIA2 CRCCOMUIITT# FOR SYSTEM SENSOR HORNS: HORN DB SETTINGS: FOR WHEELOCK HORNS: ADJUST HORN DB SETTINGS ADJUST HORN DB SETTINGS - - Y ell-_ = TEYP3 WW = _ - (4.7 r ATM TIDUL 100 1I FIRE ALARM GENERAL NOTES: - • =7. `8. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS - - - WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. - - - -- ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. THE SYSTEM SHALL BE MONITORED BY A U.L USTED MONITORING STATION BEFORE AHJ TEST. VERIFY ALL LOCATIONS OF DEVICES WiTH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. - FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL - SMOKE DETECTORS SHALL NOT BE LOCATED WI11IIN 36' OF ANY AIR DIFFUSER. - 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT RAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS. - FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. - -- - - ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND - PROPER "END -OF -UNE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO REDHAWK FIRE & SECURITY FIELD TECHNICIAN UPON ARRNAL ONSITE FOR STARTUP & CHECKOUT. - 12. A SET OF INSTALIAT1ON AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK FIRE & SECURITY TECHNICIAN. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH REDHAWK FIRE & SECURITY PROJECT MANAGER. - ALL REDHAWK FIRE & SECURITY FIELD SERVICES MUST BE - - SCHEDULED WITH REDRAWK FIRE & SECURITY PROJECT MANAGER WITH A MINIMUM OF 10 - WORKING DAYS ADVANCE NOTICE - NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPUCED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND - - COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILT BE TIES TO GROUND ONLY AT THE FACP BY THE REDHAWK FIRE & SECURITY FIELD TECHNICIAN. 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80' AFF TO A MAXIMUM OF 96' AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTAI I FD. 16. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. REDHAWK FIRE & SECURITY REQUIRED ELECTRICAL RED LINES W11}IIN 2 WEEKS PRIOR TO AHJ TESTS. - - - 16.1. EACH CIRCUIT (SLC, NAC OR POWER) MUST BE CLEARLY IDENTIFIED WITH A DISTINCT - COLOR 16.2. EACH NAC CIRCUIT MUST BE CLEARLY MARKED AS TO WHICH DEVICES ARE ON EACH CIRCUIT AND IN THE ORDER THE DEVICES ARE WIRED TO COMPLETE THE CIRCUIT. 17. NO UNE VOLTAGE IN SAME CONDUIT AS POWER UMTIED FIRE ALARM CABLE - 18. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED AT A HEIGHT NO GREATER THAN 48' TO TOP AND NO LOWER THAN 36' TO BOTTOM. - - 13. 14. 3) X15 (E) ATM ROOM 101 BUSINESS CENTER 125 OFFICE'(SR. SB. RI.) F124 i -- r- -a t 2 OFFICE (FUTURE SBB) ; 102 -_-.3 - --_ - - ---.. OFFICE (FSA) 103 - 1.. (FUTURE SR. INV. RM) 104 P1-4 4.7K P1-4 (E) WORK ROOM 12- I Q3D- fi) =4.10 CENTRAL ZONE OFFICE - 126 OFFICE 127 129 OFFICE I ` (OFFICE (MLO) - 105 I OFFICE - 106 128 2C - I T4LER i 122 I P1-4 - - (E) BREAK IC 3 - - 1 (E) STORAGE 111 (E) VAULT LOBBY (E) MEN'S - TOILET 115 110 5: HALLWAY 117 ING CUBE -DOSINGFIRE ALARA SYSTEM. CONNECT NEW t19RN/STROBES 10 OPEN NAC CIRCUIT 14. )FARA1 (E) VAULT 108 • (E) COUPON _ BOOTH - 109 STORAGE P1-4 120 J MAIN LEVEL FIRE ALARM FLOOR PLAN SCALE: 1/8" = l'-0" SYMBOL & WIRE STYLE IDENTIFICATION R J -BOX 2C,D 6 WIREICABLE INDENTIFIER 2C = 2 TYPE 'C' CABLES S D =1 TYPED" CABLE OPEN RACEWAY S RACEWAY S - - CABLE INSTALLATION TYPES 5- --t - -(11}- -0-- -S DEMO OR REMOVE EQUIPMENT FROM SERVICE S- -2lft- - - -2HR- -; RACEWAY REQUIRED TO BE INSTALLED UTILIZING - 1 of 3 NEC APPROVED 2HR METHODS OF PROTECTION 5- - • • -IV • - -S AC POWER (120, 240 or 480VAC) - I---- X - -1•--.-E aLPARNGEED VIEW BOS EDETAILNDDY # - BOTTOM LINE INDICATES THE SHEET # - )a 1 END of LINE RESISTOR = ELEVATION DETAIL 10'-0' C CEILING INFO - FLAG NOTE SHEET NOTE EQUIPMENT NOTE ----- - - ADA ROOM, AREA OR ZONE BOUNDRIES 2HR RATED WALL iHR RATED WALL - L1_ FULL HEIGHT WALL . PARTIAL HEIGHT WALL PROJECT CONTACT INFORMATION: - - CUSTOMER: NAME: -- COMPANY p(e�c - - ADDRESS: ADDRESS - - - - - CITY, STATE, ZIP = - - - - - - - CONTACT: CONTACT - - PHONE: - PHONE: FAX: FAX - - - EMAIL: - EMAIL: - - - -- - - FIRE ALARM I LIFE SAFETY PROVIDER: - NAME: REDHAWK FIRE & SECURITY - - - - - - - ADDRESS: 21312 30TH DRIVE SE, SUITE #103 = - - - - BOTHELL, WA 98021 - - - - - - PHONE: 425-486-2600 - - - - FAX 425-486-2611 - - - - - -- SALESMAN: - - SALESMAN - SALESMAN -EMAIL EXT: SALE PROJECT MANAGER: PM - PM -EMAIL - = EXT: PM -E) DESIGNER: - - DESIGNER - - DESIGNER -EMAIL - EXT: DESIG ACCEPTED Without Comments As Noted in Re0 - 0 -- - - Per The Attached Letter These plans have been review -P-_; by The Tukwila Fire with current City -- to errors and - '?e violations of adopted :C responsibility for the 0,1Th rte designer. - _ ..; r hese drawings after ._a = and wil! require a :: k;-; tt b :vent approval. Prevention Bureau standards. AccE 17 omissions whicb fi, standards and adequacy Of c-- Additions, &=- -- this date w'l, -- resubmitta= - Final accepter,::. i.e t and inspection by The Tukwila Fire Piever-:C;C4z Bureau. Date: -1'a-t3-i'S- By: MAN -EXT T NER-EXT iUK'T.rIL.A F ;PE DEPARTMENT P;c9f: 7._.W.,-575-4-407 and Vve ::3 fire e ' ermit No. - -;d exact Cdchtss for shut :iwn or restoration approval. OFFICE (SR. SB- - RM. - • BUSINESS CENTER 125 I - OFFICE (FSA) TELLER - i OFFICE (MLO) - OFFICE-- - = = (E) BREAK ROOM 121 - (E) JANITOR (E) STORAGE (E) MEN'S-3- I_ EN'S-3I TOILET = # 115 -- - HALLWAY - (E) VAULT STORAGE (E) NER 1 120 MAIN LEVEL FIRE ALARM REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" X10 15) PAID -22016 TUKWILA FIRE �c f.2av - oC SCALE: r= 1'-0" a... 16 8 6 4 2- O o I n nnlo 072 l I.E. co I I LL N N N I - - 4. \p\ c fY -"- a a a LL��--11H 0, 0 nn .0 fY 9 ,0. 251-/fi3G7►►+-� 4zJ 0Li: p(e�c \GV O _ w i izCil WHEN PRINTED ON ARCH -E1 (30x42) SCALE: - 118" =1'-0" DEVELOPMENT RELEASE DATE: - 1210212016 FIRE ALRAM SYSTEM PROJECT INFO - & FIRE ALARM LAYOUT FA01.01