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HomeMy WebLinkAboutPP - 3651 SOUTHCENTER BLVD - SOUND TRANSIT STATION - PERMITS AND PLANS3651 SOUTHCENTER BLVD ASSOCIATED PERMITS 175-16 PW19-0043 D17-0309 19-S-091 10-F-134 19-F-157 09-F-069 06-S-091 ' Date: 11/24/15 175-16 TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Sound Transit Station located at 3651 Southcenter Blvd. having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To operate a place of assembly per Chapter 10 of International Fire Code 105.6.34. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Eighteen Calendar Months- Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. Operational Permit Long 2012.dotx Rev. 4/17/14 TFP #2 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 004300-0300 PAID *260 - AP 13019 TU ARE fte:4( 2-9 oleo Site Address: 3651 Southcenter Blvd. Suite Number: none Floor: 1 Tenant Name: Tukwila International Blvd Station New Tenant? 0 - Yes No Property Owner's Name: Sound Transit Mailing Address: 401 S JACKSON ST SEATTLE City WA 98104 State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matthew Rapozo Day Telephone: 253-826-0099 Company Name: Fire Sprinklers Incorporated Mailing Address: 1524 45th ST E., Suite 102 Sumner WA 98390 Matthewr@firesprinklersinc.com City State Zip E-mail Address: Fax Number: C's City of NICET III number: Greg Moffett 4524-0902-C BusinessoLicense number: Tukwila BUS -0994433 Total number of new/relocated devices or sprinkler heads: 2 Valuation of Project (contractor's bid price): $ 7,019 Scope of Work (please provide detailed information): Add and relocate sprinklers as required for new bathroom. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR kUTHORIZED AGENT: Signature: Date: 4/23/19 Print Name: Matthey(/ Rapozo Day Telephone: 253-826-0099 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: S") CocAcel% RA -4 Suite Number: Floor: Tenant Name: Ttk,i1 c 1,1-rrna`t --nn Ic '�r'� skin—New Tenant? ❑ - Yes 0 -No Property Owner's Name: Kols 4d ra Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Lathe' C;sk.- Day Telephone: 1/'.2 - 3C P Company Name: C.C.A91"v-N- Tc n.'kks Mailing Address: YS'b 0.4olt A-v,S ►��. 1"^ tack 8os'3- City State Zip E-mail Address: • Crsecov vl A-- co. Fax Number: Contractor's City of Tukwila NICET III number: Business License number: Total number of new/relocated devices or sprinkler heads: 3 Valuation of Project (contractor's bid price): $ 3°'" Scope of Work (please provide detailed information): PdrA. 1 %) l- w -' /.0.6e dtc.1xr- 2eloc4J PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: PAID JUL 31 2019 fUKWILA FIRE Date: 7/3( / / Day Telephone: 1{c 2 -3c 3 - S 9-3 Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 701/1-0o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:, 1 Type of Inspection: 4-;--fv,lic Address:Contact Suite #: ���� �L Person: /I C1 1aq/% Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1/XML APPie-0/0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f /Z" 3----(-t Date: /(,/yj// ? 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 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: De#1414 Type of Inspei n: Address:Contact Suite #: jS7 51C Pke Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: 7QCorrections required prior to approval. //175/e/ ;Cr& Aver (Cfr orNi 3 /1,4)t=s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j"? 5-3 Date: /787 7 Hrs.: / tj $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/ —c30 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,Type C- Altthe0 8,s au, S t. of Inspection: r Fi Nct I, / r tic.. rihc, 1 Address:Contact Suite #: 3W 7 Sc,G 1 vc Person: Special Instructions: Phone No.: �c. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Cow, bV 5 4,ot, vcs4-0:0,..., ke44- of it. 11.Q3 L,'esti ke. -r oye , �r Verrt,J w/ Ph.Jo . Monitor: Pre -Fire: FA- F vk Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: $100.00 Alen 51 I Date: q--10 - / ci Hrs.: , - 5- $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 RECOR Retain a copy with permit I D/7 — ©EO7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ''�_,i 141 nC �'(�'�ti0 1712 moi" l Type of Inspe ion: � MAC -141 l�►alt Address: -2/ _S1 Suite #: �(J Contact Person: �nwl Special Instructions: Phone No.: "2o, -S"7 —(:0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 6. Fire Alarm: Hood & Duct: --er--- Monitor: Alltvl Cj' 'A, Pre -Fire: Oit Ott �Qt q&4( woL -1 -ro ti � ieb rfr. X Iry e-4- 7.19 c. �,,t1���_pew*/ — w,, evt#4 14 ` JICg To "Co* Poer Sv4.17bv,J grarceam h1' i( - s,zair-,Tzs 4 k4 .1 Viz/ f164€141 ak. , ©k o ocojrLi 1,..h4L 7,eo Gln *owe, i ‘.4119, Needs Shift Inspection:`moi Sprinklers: 6. Fire Alarm: Hood & Duct: --er--- Monitor: Alltvl Cj' 'A, Pre -Fire: Permits: Occupancy Type: r Inspector: -M cq Date:'? Hrs.: 0t$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 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 RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ec moik ' gAf4 ptiekilYpe S Cfidw of Inspection: ,----- Address: Suite #: 65—i �6 �GtiO Contact Person: Special Instructions: Phone No.: piApproved per applicable codes. Corrections required prior to approval. COMMENTS: p 0 _Nizr] P/19- popfrui100(9-t--7?-5f Ffr- Azr- 21 (u5P Needs Shift Ins ection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: !174 c21.-- Date: ----////) c3 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 RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I (t,JAk ( — � �, K Type of Recti Address: Suite #:36S7 $C /))Lk( Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Die— 40 CdN/Q-ir Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: /7-e5, j (Ki.Date: ghj?// 1 Hrs.: f y. Q $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 3‘05/ SC 5k'd City of Tukwila Allan Ekberg, Mayor Fire Department Jay C. Wittwer, Fire Chief December 7, 2018 Ms. Abby Chazanow, This letter is to give Sound Transit, temporary approval for Ride Share vehicles to engage in loading / unloading activities in the fire lane of the Tukwila International Boulevard Station. The approved fire lane is located adjacent to the southeast parking area, east of the escalators. If it becomes problematic for Emergency Vehicles to park / access the fire lane; ST Security, Ms. Chazanow, or Casey Gifford of KC Metro may be contacted. This approval is not to exceed 12 months. Respectfully, BC Ben Hayman Fire Marshal City of Tukwila Tukwila Fire Marshal's Office • 6300 Southcenter Blvd., Suite #209 • Tukwila, Washington 98188 • Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov The Villages At South, • ,Station Apartments Approximate curb space within designated fire lane proposed for potential temporary active rideshare pickup/dropoff activity (approximately 12 -months) `Nicole Hale From: Ben Hayman Sent: Tuesday, June 16, 2020 1:02 PM To: Nicole Hale Subject: FW: Via to Transit - Year 2 Attachments: 3651 Southcenter BLVD 1-2019 - 6-2020 911 calls.pdf Follow Up Flag: Follow up Flag Status: Flagged Categories: Printed Hi Nicole, The next time you go into the FMO, please print out this entire email thread with the attached PDF, and put it in the business file for 3651 Southcenter Blvd (Light Rail) station. Thank you, Ben From: Jay Wittwer <Jay.Wittwer@TukwilaWA.gov> Sent: Tuesday, June 16, 2020 12:41 To: Arkills, Chris <Chris.Arkills@kingcounty.gov>; Ben Hayman <Ben.Hayman@TukwilaWA,.gov>; Chazanow, Abby <abby.chazanow@soundtransit.org> Cc: Canser, Pierce <pcanser@kingcounty.gov>; Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Lynn Miranda <Lynn.Miranda@TukwilaWA.gov>; Cooper, Carol <Carol.Cooper@kingcounty.gov>; Brandon Miles <Brandon.Miles@TukwilaWA.gov> Subject: RE: Via to Transit - Year 2 Group, I did send an email a few days ago, with that approval. This new email is my approval to allow the Via to use the fire lane location at the end of the platform as we discussed. Thank you, JCW Jay C Wittwer, Fire Chief Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188-7606 Cell: 206-498-5340 Desk: 206-971-8711 From: Arkills, Chris <Chris.Arkills@kingcounty.gov> Sent: Tuesday, June 16, 2020 9:05 AM 1 To: Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Ben Hayman <Ben.Hayman@TukwilaWA.gov>; Chazanow, Abby <abby.chazanow@soundtransit.org> Cc: Canser, Pierce <pcanser@kingcounty.gov>; Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Lynn Miranda <Lynn.Miranda@TukwilaWA.gov>; Cooper, Carol <Carol.Cooper@kingcounty.gov>; Brandon Miles <Brandon.Miles@TukwilaWA.gov> Subject: RE: Via to Transit - Year 2 Hello Fire Chief Wittwer, I wanted to check in to see if you had a chance to send the email confirmation that Via can use the fire lane location at the end of the platform to Abby Chazanow copied here. She just needs an email. No paper :letter is needed. Please let me know if you have any questions. I have attached the previous letter for your reference. Thank you, Chris Chris Arkills Governmental Relations I King County Metro Transit 201 South Jackson Street, Suite 814 I KSC-TR-0814 I Seattle, WA 98104-3856 Desk: (206) 263-9648 ( Mobile: (206)-499-3716 I chris.arkills@kingcounty.gov From: Arkills, Chris Sent: Friday, June 12, 2020 1:23 PM To: Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Ben Hayman <Ben.Hayman@TukwilaWA.gov>; Chazanow, Abby <abby.chazanow@soundtransit.org> Cc: Canser, Pierce <pcanser@kingcounty.gov>; Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Lynn Miranda <Lynn.Miranda@TukwilaWA.gov>; Cooper, Carol <Carol.Cooper@kingcounty.gov>; Brandon Miles <Brandon.Miles@TukwilaWA.gov> Subject: Via to Transit - Year 2 Hello Fire Chief Wittwer, I have good news to share and a request to make. Thanks to the good work of Abby Chazanow at Sound Transit, Via will no longer need to use the former area for pick up and drop off and will be able to start service on June 22"d at the new location suggested by the Fire Department. However, Sound Transit will need a short letter approving this usage from the fire department. I have attached the previous letter from your office for reference. For your own files I think you may want to mention the new location in the fire lane for this service. That letter should be addressed to Abby Chazanow at Sound Transit. She is copied here. Abby—if you need a paper copy can you provide the best address for you? It would be ideal to get the letter today or Monday if at all possible so we can wrap all of this and announce the service early next week. We really appreciate the response by Tukwila Fire and your willingness to help solve this issue. Thank you again for your assistance and service to the community. 2 Best wishes, Chris Chris Arkills Governmental Relations I King County Metro Transit 201 South Jackson Street, Suite 814 I KSC-TR-0814 I Seattle, WA 98104-3856 Desk: (206) 263-9648 I Mobile: (206)-499-3716 I chris.arkills@kingcounty.gov From: Arkills, Chris Sent: Thursday, June 11, 2020 4:56 PM To: Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Ben Hayman <Ben.Hayman@TukwilaWA.gov> Cc: Canser, Pierce <pcanser@kingcounty.gov>; Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Lynn Miranda <Lynn.MirandaPTukwilaWA.gov>; Cooper, Carol <Carol.Cooper@kingcounty.gov>; Brandon Miles <Brandon.Miles@TukwilaWA.gov> Subject: RE: Via to Transit - Year 2 Hello Fire Chief Wittwer, Thank you so much for your prompt reply. I will get the exact dates from Sound Transit and whether this email will suffice or if they need a more formal document and let you know as soon as possible. I really appreciate you taking the time to help try to resolve this issue. Best regards, Chris Chris Arkills Governmental Relations I King County Metro Transit 201 South Jackson Street, Suite 814 I KSC-TR-0814 I Seattle, WA 98104-3856 Desk: (206) 263-9648 I Mobile: (206)-499-3716 I chris.arkills@kingcounty.gov From: Jay Wittwer <Jay.Wittwer@TukwilaWA.gov> Sent: Thursday, June 11, 2020 4:52 PM To: Arkills, Chris <Chris.Arkills@kingcounty.gov>; Ben Hayman <Ben.Hayman@TukwilaWA.gov> Cc: Canser, Pierce <pcanser@kingcounty.gov>; Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Lynn Miranda <Lynn.Miranda@TukwilaWA.gov>; Cooper, Carol <Carol.Cooper@kingcounty.gov>; Brandon Miles <Brandon.Miles@TukwilaWA.gov> Subject: RE: Via to Transit - Year 2 [EXTERNAL Email Notice! ] External communication is important to us. Be cautious of phishing attempts. Do not click or open suspicious links or attachments. Chris, 3 Ben asked me to follow up with you today. Yes, is the simple answer. (They have asked us if it is possible at all to use the former location we used last year for a few weeks until they can approve adjusting the signage. Is that at all possible?) Do you know the time period when the changes can be completed? I am willing to approve the former location for a shirt period of time. Do you need a signed document, or will this email work for your processes. As the Fire Chief, Ben has asked me to handle this for him. Most often this is in his lane, in some cases I do assist in cases where timing is critical. Regards, JCW Jay C Wittwer, Fire Chief Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188-7606 Cell: 206-498-5340 Desk: 206-971-8711 From: Arkills, Chris <Chris.Arkills@kingcounty.gov> Sent: Thursday, June 11, 2020 4:40 PM To: Ben Hayman <Ben.Hayman@TukwilaWA.gov> Cc: Canser, Pierce <pcanser@kingcounty.gov>; Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Lynn Miranda <Lynn.Miranda@TukwilaWA.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Cooper, Carol <Ca ro l.Coo pe r@ ki ngco u nty.gov> Subject: FW: Via to Transit - Year 2 Hi Ben, I am very sorry to bother you again. Apparently, Sound Transit has a few internal processes that they need to work through that may hold up rolling out this service on June 22"d. They have asked us if it is possible at all to use the former location we used last year for a few weeks until they can approve adjusting the signage. Is that at all possible? Please let me know if that can work for you. I would like to resolve this and stop sending you so many emails! I hope we can resolve this quickly. Thanks for all you do. Best regards, Chris Chris Arkills Governmental Relations !King County Metro Transit 201 South Jackson Street, Suite 814 I KSC-TR-0814 I Seattle, WA 98104-3856 Desk: (206) 263-9648 I Mobile: (206)-499-3716 I chris.arkills@kingcounty.gov 4 From: Canser, Pierce <pcanser@kingcounty.gov> Sent: Thursday, June 11, 2020 3:34 PM To: Ben Hayman <Ben.Hayman@TukwilaWA.gov> Cc: Lynn Miranda <Lynn.Miranda@TukwilaWA.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Brandon Miles <Brandon.Miles@TukwilaWA.gov> Subject: RE: Via to Transit - Year 2 Hi Ben, Thank you for your diligence in addressing this matter. Metro agrees with the adjusted pick-up/drop-off location you shared. We will bring this option forward for Sound Transit approval. We look forward to resuming Via to Transit service in Tukwila. Moving forward together, Pierce Canser [he, him] King County Metro 206-263-1929 I pcanser@kingcounty.gov From: Ben Hayman <Ben.Hayman@TukwilaWA.gov> Sent: Thursday, June 11, 2020 12:42 PM To: Canser, Pierce <pcanser@kingcounty.gov> Cc: Lynn Miranda <Lynn.Miranda@TukwilaWA.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov> Subject: RE: Via to Transit - Year 2 [EXTERNAL Email Notice! ] External communication is important to us. Be cautious of phishing attempts. Do not click or open suspicious links or attachments. Hello Pierce, Thank you for the email. I have reviewed the historical information you provided, the program details on the Via to Transit website, and I conducted a site visit at the Tukwila Station. I also reviewed the historical incident data for the number of Fire Department 911 incidents at the Tukwila International Blvd Station. I want to acknowledge that the service provided by Via to Transit pilot program is a useful option that can benefit the Tukwila community. With the expectation that the pilot program will continue to grow in popularity/benefit, I am mindful of the number of Fire Department responses that occur each year at the Tukwila station. When considering that, I want to provide a small adjustment to the pick-up/drop-off location for the Via to Transit service. This adjustment will help reduce the potential impacts that the Via to Transit program could have on emergency services at the Tukwila station. As the pilot program gets extended another year, I believe this solution will benefit both of our organizations in the services we provide at the Tukwila Station. I would like to have the primary (pick-up and drop-off) location move just to the East of the Fire Lane. This option will still offer your program similar walkable access for your riders, it will provide good traffic flow for the vans providing the on -demand service, and it will reduce the number of non -emergency vehicles in the Fire Lane. I have included a site plan for you to review. The Via to Transit area is identified in green. If you have further questions or comments, it may be beneficial to schedule a phone call meeting. Lastly, I have included Lynn Miranda in this email since I reviewed the Via to Transit program to see if there were any Planning concerns. Lynn is the Planning Supervisor for the City of Tukwila and is working on other projects relating to Light Rail. Lynn is very helpful and knowledgeable on Planning and Development topics, so 1 wanted to include her. I also added Fire Chief Jay Wittwer; he was included in the original request in 2018. 5 Thank you for your time, Ben Ben Hayman I Battalion Chief Tukwila Fire Department Fire Marshal 6300 Southcenter Blvd. #209 Tukwila, WA. 98188 Email: Ben.Hayman@TukwilaWA.gov Fire Marshal's Office Website 6 Eas :7-1:1141W: '''11111g MAIN PICK-UP AND DROP-OFF LOCATION FOR VIA to TRANSIT Si From: Canser, Pierce <pcanser@kingcounty.gov> Sent: Wednesday, May 27, 2020 16:08 To: Ben Hayman <Ben.Hayman@TukwilaWA.gov> Subject: RE: Via to Transit - Year 2 Hello Ben - Nice talking today. Please see the following responses to questions you posed earlier: 1. Average vehicle trips/day and riders/day. There were on average 40 riders/weekday (no trips on weekends). Unfortunately I don't have the other data easily _ available. 2. Are we projecting the same amount of riders/trips or more? Due to COVID-19, we anticipate less demand. 3. Why can't we use another location on-site? (reasons below, exhibits showing locations attached) • Pros (for fire lane) — Good visibility to the Link station, designed like a passenger drop-off, available curbside capacity/avoids potential interference with paratransit operations. • Cons (for existing passenger drop-off and Paratransit area) — Site is actively used and may not have capacity to handle additional passenger loading activity. Limited potential to interfere with paratransit operations. I look forward to hearing back from you. Enjoy your vacation! Moving forward together, Pierce Canser [he, him] King County Metro 206-263-1929 I pcanser@kingcounty.gov From: Canser, Pierce Sent: Wednesday, May 20, 2020 12:39 PM To: Ben.Hayman@TukwilaWA.gov Subject: FW: Via to Transit - Year 2 Hi Ben — Reaching out again. Metro plans to begin service next month, hopefully around mid-June. Are we OK to resume use of the fire lane at the light rail station as described below? Thank you, Pierce Canser [he, him] King County Metro 206-263-1929 I pcanser@kingcounty.gov From: Canser, Pierce Sent: Monday, March 9, 2020 3:51 PM To: Ben.Hayman@TukwilaWA.gov Subject: FW: Via to Transit - Year 2 Hello Ben, I hope this message finds you well. Last year, you approved the use of part of the fire lane at the Tukwila International Blvd Station for active rideshare pickup and dropoff activity on a temporary basis, for approximately one year once designated as such. This supports a rideshare pilot project, Via to Transit, that provides first and last -mile service to the 8 fight rail station for Tukwila residents. Based on the enthusiastic support for the program by Tukwila residents and Metro finding additional funding, we plan to continue the pilot for another year (April 2020 — April 2021). Can Metro continue using part of the fire lane for active rideshare pickup and drop-off activity on a temporary basis for another year? Please let me know if you have any questions. Best regards, LAIKing County Pierce Canser (he/him) METRO Transportation Planner Service Development I Transit Route Facilities Moving forward together P 206-263-1929 WA Relay:711 pcanser(a kingcounty.gov El W 1111 From: Ben Hayman <Ben.Hayman@TukwilaWA.gov> Sent: Wednesday, January 2, 2019 4:37 PM To: Chazanow, Abby<abbv.chazanow@soundtransit.org> Cc: Gifford, Casey (Catherine) <cgifford@kingcountv.gov>; Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.Rov>; Norita Deckard<Norita.Deckard@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Abby, Thanks for asking the question. I am ok with the timeframe not to exceed 12 months from when the program starts. But if this program doesn't start in 2019, I do want an update on the scope/estimated timeline by 4th quarter of 2019. This will ensure that nothing has changed with the property or the potential impacts to emergency services. Happy new year, Ben Ben Hayman I Battalion Chief Tukwila Fire Department I Fire Marshal 6300 Southcenter Blvd. #209 Tukwila, WA. 98188 Email: Ben.Hayman@TukwilaWA.gov Main: 206-971-8723 From: Chazanow, Abby <abby.chazanow@soundtransit.org> Sent: Wednesday, January 2, 2019 15:22 To: Ben Hayman <Ben.HavmanCa@TukwilaWA.gov> Cc: Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov>; Jay Wittwer 9 <Jay.Wittwer@TukwilaWA.gov>; Norita Deckard <Norita.Deckard@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Ben, Happy new year! This is to circle back on my question below for additional clarification. Thanks, Abby From: Chazanow, Abby Sent: Monday, December 10, 2018 10:52 AM To: 'Ben Hayman' <Ben.Havman@TukwilaWA.gov> Cc: 'Gifford, Casey (Catherine)' <cgifford@kingcounty.gov>; Reavis, Jaimie<iaimie.reavis@tukwilawa.gov>;'Jay Wittwer' <Jav.Wittwer@TukwilaWA.gov>;'Norita Deckard' <Norita.Deckard@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Ben, I apologize for a separate email, but did want to request clarification on one aspect of the letter provided. It is my understanding that the not to exceed 12 month timeframe provided in the letter refers to the timeframe that would begin if/when the temporary use begins in the fire lane area. To avoid assumptions, can you clarify whether this was the intention as -written? Thank you, Abby From: Chazanow, Abby Sent: Monday, December 10, 2018 10:19 AM To: 'Ben Hayman' <Ben.Havman@TukwilaWA.gov> Cc: Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Reavis, Jaimie <jaimie.reavis@tukwilawa.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Norita Deckard <Norita.Deckard@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Ben, Thank you for your responsiveness to this request. Sound Transit, with KCM, will be in touch to follow up with the City of Tukwila on whether this option will go into play for this project. In the meantime, wishing you and your colleagues a happy and healthy holiday season. Sincerely, Abby Abby Chazanow Transportation Planner — Mobility Innovation Planning. Environment and Project Development 10 Sound Transit W 206-903-7326 Connect with us facebook.com/SoundTransit twitter.com/SoundTransit SOUNDTRAP4S1T From: Ben Hayman <Ben.Hayman@TukwilaWA.gov> Sent: Friday, December 7, 2018 8:35 PM To: Chazanow, Abby <abbv.chazanow@soundtransit.org> Cc: Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Reavis, Jaimie <jaimie.reavis@tukwilawa.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Norita Deckard <Norita.Deckard@TukwilaWA.gov>; Ben Hayman <Ben.Hayman@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Abby, Please see the attached letter. Respectfully, Ben Ben Hayman I Battalion Chief Tukwila Fire Department I Fire Marshal 6300 Southcenter Blvd. #209 Tukwila, WA. 98188 Email: Ben.Hayman@TukwilaWA.ciov Main: 206-971-8723 From: Chazanow, Abby<abby.chazanow@soundtransit.org> Sent: Friday, November 30, 2018 14:44 To: Ben Hayman <Ben.Havman@TukwilaWA.gov> Cc: Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Norita Deckard <Norita.Deckard(TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Ben, Should short-term issues arise (e.g. parking activity in the fire lane), the appropriate contact is ST Security dispatch: 206- 398-5268. Should long-term issues arise (e.g. programmatic issues), the appropriate contacts are myself (contact information in footer below) and our project partner at King County Metro, Casey Gifford. Casey is copied on this email, and her phone number is: 206-263-0118. 11 Thank you, Abby Abby Chazanow Transportation Planner — Mobility Innovation Planning. Environment and Project Development Sound Transit W 206-903-7326 Connect with us facebook.com/SoundTransit twitter.com/SoundTransit d SOuivoTRANsir From: Chazanow, Abby Sent: Thursday, November 29, 2018 8:44 AM To: 'Ben Hayman' <Ben.HaymanCc@TukwilaWA.gov> Cc: Gifford, Casey (Catherine) <cgifford@kingcountv.gov>; Reavis, Jaimie <jaimie.reavis@tukwilawa.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Norita Deckard <Norita.Deckard@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Ben, I am working with our Public Safety group to identify appropriate contact information for you. I anticipate having that late tomorrow or early next week and will be back in touch. Thank you, Abby Abby Chazanow Transportation Planner — Mobility Innovation Planning, Environment and Project Development Sound Transit W 206-903-7326 Connect with us facebook.com/SoundTransit twitter.com/SoundTransit T SOUNDTRANsrr From: Ben Hayman <Ben.Hayman@TukwilaWA.gov> Sent: Wednesday, November 28, 2018 1:09 PM To: Chazanow, Abby<abby.chazanow@soundtransit.org> Cc: Gifford, Casey (Catherine) <cgifford@kingcountv.gov>; Reavis, Jaimie <iaimie.reavis@tukwilawa.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Norita Deckard <Norita.Deckard@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" 12 Hello Abby, Who should this letter be addressed to and who will be the contact if there becomes an issue with parking in the fire lane? Please include their contact information as well. Thank you, Ben Ben Hayman I Battalion Chief Tukwila Fire Department I Fire Marshal 6300 Southcenter Blvd. #209 Tukwila, WA. 98188 Email: Ben.Hayman@TukwilaWA.gov Main: 206-971-8723 From: Chazanow, Abby <abby.chazanow@soundtransit.org> Sent: Thursday, November 15, 2018 14:21 To: Ben Hayman <Ben.Hayman@TukwilaWA.gov>; Norita Deckard <Norita.Deckard@TukwilaWA.gov> Cc: Gifford, Casey (Catherine) <cgifford@kingcounty.gov>; Jairnie Reavis <Jaimie.Reavis@TukwilaWA.gov> Subject: RE: new Metro service in Tukwila - called "Ride -To" Good afternoon Fire Chief Wittwer and Fire Marshall Hayman, This email is to request a letter confirming that a portion of the Fire Lane -marked curb space at the Tukwila International Boulevard Station may be used (pending further internal Sound Transit review and approval) for the purposes of active rideshare pickup and dropoff activity on a temporary basis, for approximately one year once designated as such. It is my understanding from the email below that this requested use does not require a code variance so long as the loading and unloading is active. It would be Sound Transit's intention to indicate the required active nature of this use in the temporary signage indicating to customers that rideshare pickup and dropoff activity is designated in this location. Attached please find a map of the approximate proposed location within the TIBS facility. The highlighted portion is currently marked fire lane. The intention would be to provide through signage a portion of the curb space for active pickup and dropoff activity for rideshare vehicles. The letter requested herein is required before Sound Transit can further consider use of the TIBS facility in the above - proposed manner. Thank you for your consideration, and please let me know if you have any questions or require further information. Sincerely, Abby Abby Chazanow 13 Transportation Planner — Mobility Innovation Planning, Environment and Project Development Sound Transit W 206-903-7326 Connect with us facebook.com/SoundTransit twitter.com/SoundTransit TSouIvoTRAusrr From: Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov> Sent: Thursday, November 15, 2018 1:49 PM To: Chazanow, Abby <abbv.chazanow@soundtransit.org> Cc: Gifford, Casey (Catherine) <cgifford@kingcountv.gov>; Ben Hayman <Ben.Hayman@TukwilaWA.gov>; Norita Deckard <Norita.Deckard@TukwilaWA.gov> Subject: Re: new Metro service in Tukwila - called "Ride -To" Hi Abby, An email request including a map will be fine. I've cc'd our Fire Marshall, Ben Hayman, here. You can send the email request directly to him. Thank you, Jaimie Jaimie Reavis Senior Planner I City of Tukwila 6300 Southcenter Blvd, Suite 100 'Tukwila, WA 98188 ph: (206) 431-3659 Jaimie.Reavis@TukwilaWA.gov www.tukwilawa.gov The City of opportunity, the community of choice. 14 From: Chazanow, Abby <abbv.chazanow@soundtransit.org> Sent: Thursday, November 15, 2018 1:25:42 PM To: Jaimie Reavis Cc: Gifford, Casey (Catherine) Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Jaimie, Thanks for your response. To clarify --could the written request be in the form of an email directly to the Fire Chief and Fire Marshall, including a map, or is a formal letter of request required? Thanks, Abby From: Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov> Sent: Wednesday, November 14, 2018 1:41 PM To: Chazanow, Abby<abbe.chazanow@soundtransit.org> Cc: Gifford, Casey (Catherine) <cgifford@kingcountv.gov> Subject: Re: new Metro service in Tukwila - called "Ride -To" Hi Abby, Would it be possible for you to send me a written request addressed to our Fire Chief (Jay Wittwer) and our Fire Marshall (Ben Hayman), with a map attached showing the area proposed to be used, which I can forward over to them? Thanks, Jaimie Jaimie Reavis Senior PlannerICity of Tukwila 6300 Southcenter Blvd, Suite 1001Tukwila, WA 98188 ph: (206) 431-3659 Jaimie.Reavis@TukwilaWA.gov I www.tukwilawa.gov 15 The City of opportunity, the community of choice. From: Chazanow, Abby<abbv.chazanow@soundtransit.org> Sent: Wednesday, November 14, 2018 12:21:38 PM To: Jaimie Reavis Cc: Gifford, Casey (Catherine) Subject: RE: new Metro service in Tukwila - called "Ride -To" Hi Jaimie, Casey shared the below email thread with me. In working through this topic with the relevant groups within Sound Transit, it has been requested that we be in receipt of a more formal form of documentation from the City of Tukwila Fire Department, noting that it is permissible per code that the fire lane be used in this way, even though a variance is not required. Within Sound Transit, I am also working on a parallel review for the curb space use for this project. That said, to support this conversation, would it be possible for the Fire Department to provide Sound Transit with a letter indicating what is provided below in email form? I would be happy to discuss this further over the phone if that could be helpful. Thank you, Abby Abby Chazanow Transportation Planner — Mobility Innovation Planning, Environment and Project Development Sound Transit W 206-903-7326 Connect with us facebook.com/SoundTransit twitter.com/SoundTransit d SOUNDTRANSIT From: Jaimie Reavisjmailto:Jaimie.Reavis@TukwilaWA.govj Sent: Monday, October 15, 2018 11:55 AM To: Gifford, Casey (Catherine) <cgifford@kingcountv.gov> Cc: Don Tomaso <Don.Tomaso@TukwilaWA.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov> Subject: Fw: new Metro service in Tukwila - called "Ride -To" Hi Casey, 16 checked in with our Fire Department, and our Fire Marshall sent me the code citation below. A variance is not required from our Fire Dept. as long as the vehicles are momentarily slopped to pick up passengers. We will be briefing our electeds about the Executive's announcement on Friday. Thank you, Jaimie Jaimie Reavis Senior Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 ph: (206) 431-3659 Jaimie.Reavis@TukwilaWA.gov i www.tukwilawa.gov The City of opportunity, the community of choice. From: Don Tomaso Sent: Monday, October 15, 2018 11:45 AM To: Jaimie Reavis; Rachel Bianchi; Laurel Humphrey; Jack Pace Cc: Minnie Dhaliwal; Jay Wittwer; Nora Gierloff Subject: RE: new Metro service in Tukwila - called "Ride -To" Jaimie, This would be the section of the fire code that applies to fire lanes and allows loading and unloading of people of property. TMC 16.16.070 14. Parking Prohibited. Except when necessary to avoid conflict with other traffic, or in compliance with the 17 direction of a police or fire official, or traffic control sign, signal or device, no person shall stop, stand or park a vehicle, whether occupied or not, at any place where official fire lane signs are posted, except: a. Momentarily to pick up or discharge a passenger or passengers, or b. Temporarily for the purpose of and while actually engaged in loading property. Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don.tomaso@tukwilawa.gov Direct Line 206-971-8723 Office Line 206-575-4407 "You can't live a perfect day without doing something for someone who will never be able to repay you." John Wooden 4istv The city of opportunity, the community of choice. NOTICE: All emails, and attachments, sent to and from Tukwila Fire Department are public records and may be subject to disclosure pursuant to the Public Records Act (RCW 42.56) From: Jaimie Reavis Sent: Monday, October 15, 2018 11:44 AM To: Rachel Bianchi <Rachel.Bianchi@TukwilaWA.gov>; Laurel Humphrey <Laurel.Humphrey@TukwilaWA.gov>; Jack Pace <Jack.Pace@TukwilaWA.gov> Cc: Minnie Dhaliwal <Minnie.Dhaliwal@TukwilaWA.gov>; Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>; Nora Gierloff <Nora.Gierloff@TukwilaWA.gov>; Don Tomaso <Don.Tomaso@TukwilaWA.gov> Subject: Re: new Metro service in Tukwila - called "Ride -To" Thanks! Don Tomaso is going to send me an email with the code citation, which indicates a variance is not required as long as the cars in the fire lane are picking up and dropping off passengers, and are not parking. 18 Jbimie Reavis Senior Planner I City of Tukwila 6300 Southcenter Blvd, Suite 100ITukwila, WA 98188 ph: (206) 431-3659 Jaimie.Reavis@TukwilaWA.gov I www.tukwilawa.gov The City of opportunity, the community of choice. From: Rachel Bianchi Sent: Monday, October 15, 2018 11:33:27 AM To: Jaimie Reavis; Laurel Humphrey; Jack Pace Cc: Minnie Dhaliwal; Jay Wittwer; Nora Gierloff Subject: Re: new Metro service in Tukwila - called "Ride -To" First thing first, let's see about the variance. I wouldn't want us to get out over our skis. If they are ok with it, we'd be happy to have them announce at TIBS and we should definitely send a communication to the electeds. Thanks, Jaimie. Rachel From: Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov> Date: Monday, October 15, 2018 at 11:30 AM To: Rachel Bianchi <Rachel.Bianchi@TukwilaWA.gov>, Laurel Humphrey <Laurel.Humphrey@TukwilaWA.gov>, Jack Pace <Jack.Pace@TukwilaWA.gov> Cc: Minnie Dhaliwal <Minnie.Dhaliwal@TukwilaWA.gov>, Jay Wittwer <Jay.Wittwer@TukwilaWA.gov>, Nora Gierloff <Nora.Gierloff@TukwilaWA.gov> Subject: new Metro service in Tukwila - called "Ride -To" I talked with the project manager for this new pilot program, which will provide first- and last- mile connections from TIBS via a Metro -branded service similar to Uber or Lyft. The first location where Metro will be launching this service is in Eastgate on Friday. Metro would like to have their Executive announce at their launch on Friday that Tukwila International Blvd Station will be a future site for "Ride -To" service. Metro says they will need a variance from the Fire Dept. to operate the service at TIBS in the Fire Lane area, which is the area Sound Transit has designated for the new service. Metro would like an indication as to whether Fire would allow use of the Fire Lane prior to making an announcement about "Ride -To" service in Tukwila. 19 I'll be checking in with Fire ASAP about the feasibility/likelihood of Metro receiving a variance. Otherwise, is the City OK, with Metro announcing the new service at TIBS? Should Council and Mayor be briefed on this before Metro makes an announcement? Thanks! Jaimie Reavis Senior Planner l City of Tukwila 6300 Southcenter Blvd, Suite 100ITukwila, WA 98188 ph: (206) 431-3659 Jaimie.Reavis@TukwilaWA.gov I www.tukwilawa.gov The City of opportunity, the community of choice. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 20 07/09/2010 08:38 2062911500 Stimplemerinnell RE SAFE 4 7ysvdnterreti+nef Compal,v 24/7 Emergency Service SimplaxGrinnell LP 9520 100 Ave S Suite 100 Seattle, Washington, 98108 P; 206-291-1400 F.' 206-291-1500 W w.simplexgrinnellcom TeleFax Transmission SIMPLEXGRINNELL PAGE 01/01 Thtsfacsimtle transmission may contain confidential anrdlorattorney/client privileged inforNeallon belonging to the .vender. This information is intended only for the use oldie individual or cr, city named on this transmission sheet. Ifyou are not the intended recipient, or the employee or agent rerponsible to the intended recipient, you should return to sender immediately. You are hereby moved that curl' disclavure, copying, distribution or the taking of any action in reliance on the contents of this tetecopier,'tpformation tr strictly nmhthited. • Fire Detection & Alarm • Fire Sprinkler Systems • Fire Extinguishers • Emergency Communications • Range Hood Systems • Integrated Security Applications • Nursecall • Sound & Communications • Emergency Lighting • System Planning & Installation • Project Management • Inspection & Testing • preventive Maintenance Over 150 offices in principal cities throughout North America. For marketing brochures regarding SimplexGrinnell systems and services, call 1-800-746-7539. Date Company Attention Fax No, From Subject No. of pages (including this one) Hello AI - Thanks for talking with me this morning about this project. Following is scope of work: 3(es-1 sc eL_ 07/09/10 Tukwila Fire Al Metzler 206-575-4439 Janet Stebbins FA Light Rail Tukwila Station 1 "HVAC upgrade of existing elevator machine rooms farm that currently have HVAC Fire Alarm shutdown. The new fans are less than 2,000 CFM so they no longer require shutdown. Removing existing fan shutdown." Thank you very much! Janet /4f/tW4LA FIRE DEPART41iSIA Please call: 575-440Z end give this job No. /0 - F- / 3 end exact address for shut. nwn or restoration aO )rovi? nO' J S /_' 4� LINK LIGHT RAIL Job Name: Location: Drawing Date: Contractor: Drawing Date:03-10-06 6/27/06. 15:50 HYDRAULIC DESIGN INFORMATION SHEET LINK LIGHT RAIL 154TH St. Station Tukwila, WA 03-10-06 McKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire POA: l-4 VVC. Remote Area Number: 1 Telephone:206-832-8078 Occupancy:Ordinary Hazard GRI Department SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ftl 0.150 120.0 sq ftl 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: TY -#13 K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 657.5 psi Required: 81.3 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Source of Information: SYSTEM VOLUME 235 Gallons Notes: LINK LIGHT RAIL Drawing Date:03-10-06 6/27/06 15:50 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 407 3 4" Grvd 90 Ell 30' 100 4.026 407 2.1 1 Pipe 4" 40x21 50' 100 4.026 407 3.4 2 4" Grvd Tee 40' 100 4.026 407 2.8 1 4" FG Dry Valve CSC "AG" CHART LOSS 407 0.3 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.026 407 0.7 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 407 4.2 3 6" Grvd 90 Ell 42' 120 6.065 407 0.3 1 Pipe 6" 10x21 CSC Grvd 30' 120 6.357 407 0.2 4 6" MJ 90 Ell 56' 120 6.065 407 0.4 1 Pipe 6" DIx18 Cl 52 100' 140 6.590 407 0.3 Fixed Flow Flow Loss 250 gpm Elevation Change 23'0" 10.0 56.5 psi Hydr Ref R1 Required at Source 657 81.3 psi Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm 657 gpm 98.4 psi SAFETY PRESSURE 17.0 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 98.4 psi Exceeds Required Pressure of 81.3 psi This is a safety margin of 17.0 psi or 17 % of Supply Maximum Water Velocity is 18.6 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 98.4 657.5 81.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 657.5 GPM 250.0 GPM 250.0 GPM 407.5 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 23.0 K= 5.60 12.0 19.4 2 23.0 K= 5.60 12.9 20.1 3 23.0 K= 5.60 12.0 19.4 4 23.0 K= 5.60 12.9 20.1 5 23.0 K= 5.60 10.3 18.0 6 23.0 K= 5.60 11.4 18.9 7 23.0 K= 5.60 12.2 19.5 8 23.0 - - - - 12.0 8S 22.0 K= 5.60 12.0 19.4 9 23.0 - - - - 13.9 9S 22.0 K= 5.60 13.5 20.6 10 23.0 - - - - 12.6 - - - lOS 22.0 K= 5.60 12.6 19.9 11 23.0 - - - - 14.6 - - - 11S 22.0 K= 5.60 14.1 21.1 12 23.0 - - - - 13.5 12S 22.0 K= 5.60 13.5 20.6 13 23.0 - - - - 15.7 13S 22.0 K= 5.60 15.1 21.8 14 23.0 - - - - 14.8 14S 22.0 K= 5.60 14.7 21.5 15 23.0 - - - - 17.1 15S 22.0 K= 5.60 16.5 22.8 16 23.0 - - - - 23.0 16S 22.0 K= 5.60 22.7 26.7 17 17.0 K= 5.60 18.8 24.3 18 17.0 K= 5.60 21.5 26.0 19 17.0 K= 5.60 24.3 27.6 50 24.0 - - - - 35.6 - - - Al 23.0 14.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) A2 23.0 A3 23.0 A4 23.0 A5 23.0 A6 23.0 A7 23.0 A8 23.0 A9 23.0 A10 24.0 B1 24.0 W 23.0 TOP OF RISER 14.1 14.6 15.2 15.9 17.0 18.6 24.7 26.0 39.3 38.3 56.5 407.5 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 19.4 1.080 PL 6.00 PF 0.9 1 23.0 5.6 12.0 19.4 6.9 100 FTG ---- PE 0.0 2 23.0 5.6 12.9 20.1 0.149 TL 6.00 PV 0.0 Pipe: 2 39.5 1.408 PL 3.02 PF 1.1 2 23.0 5.6 12.9 20.1 8.2 100 FTG T PE 0.0 Al 23.0 0.0 14.0 0.0 0.153 TL 7.30 PV 0.0 Pipe: 3 19.4 1.080 PL 6.00 PF 0.9 3 23.0 5.6 12.0 19.4 6.9 100 FTG ---- PE 0.0 4 23.0 5.6 12.9 20.1 0.150 TL 6.00 PV 0.0 Pipe: 4 39.6 1.408 PL 3.01 PF 1.1 4 23.0 5.6 12.9 20.1 8.2 100 FTG T PE 0.0 A2 23.0 0.0 14.1 0.0 0.154 TL 7.29 PV 0.0 Pipe: 5 18.0 1.080 PL 8.00 PF 1.0 5 23.0 5.6 10.3 18.0 6.4 100 FTG ---- PE 0.0 6 23.0 5.6 11.4 18.9 0.130 TL 8.00 PV 0.0 Pipe: 6 36.9 1.408 PL 6.00 PF 0.8 6 23.0 5.6 11.4 18.9 7.7 100 FTG ---- PE 0.0 7 23.0 5.6 12.2 19.5 0.135 TL 6.00 PV 0.0 Pipe: 7 56.4 1.408 PL 3.73 PF 2.4 7 23.0 5.6 12.2 19.5 11.7 100 FTG T PE 0.0 A3 23.0 0.0 14.6 0.0 0.296 TL 8.01 PV 0.0 Pipe: 8 -19.4 1.049 PL 1.00 PF 0.4 8S 22.0 5.6 12.0 19.4 7.3 100 FTG E PE -0.4 8 23.0 0.0 12.0 0.0 0.150 TL 2.02 PV 0.0 Pipe: 9 19.4 1.080 PL 12.89 PF 1.9 8 23.0 0.0 12.0 0.0 6.9 100 FTG ---- PE 0.0 9 23.0 0.0 13.9 0.0 0.150 TL 12.89 PV 0.0 Pipe: 10 -20.6 1.049 PL 1.00 PF 0.9 9S 22.0 5.6 13.5 20.6 7.7 100 FTG T PE -0.4 9 23.0 0.0 13.9 0.0 0.156 TL 3.55 PV 0.0 Pipe: 11 40.0 1.408 PL 3.71 PF 1.3 9 23.0 0.0 13.9 0.0 8.3 100 FTG T PE 0.0 A4 23.0 0.0 15.2 0.0 0.156 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 -19.9 1.049 PL 1.00 PF 0.4 10S 22.0 5.6 12.6 19.9 7.5 100 FTG E PE -0.4 10 23.0 0.0 12.6 0.0 0.156 TL 2.02 PV 0.0 Pipe: 13 19.9 1.080 PL 12.89 PF 2.0 10 23.0 0.0 12.6 0.0 7.0 100 FTG ---- PE 0.0 11 23.0 0.0 14.6 0.0 0.156 TL 12.89 PV 0.0 Pipe: 14 -21.1 1.049 PL 1.00 PF 0.9 11S 22.0 5.6 14.1 21.1 7.9 100 FTG T PE -0.4 11 23.0 0.0 14.6 0.0 0.164 TL 3.55 PV 0.0 Pipe: 15 40.9 1.408 PL 3.72 PF 1.3 11 23.0 0.0 14.6 0.0 8.5 100 FTG T PE 0.0 A5 23.0 0.0 15.9 0.0 0.164 TL 8.00 PV 0.0 Pipe: 16 -20.6 1.049 PL 1.00 PF 0.5 12S 22.0 5.6 13.5 20.6 7.7 100 FTG E PE -0.4 12 23.0 0.0 13.5 0.0 0.166 TL 2.02 PV 0.0 Pipe: 17 20.6 1.080 PL 12.89 PF 2.1 12 23.0 0.0 13.5 0.0 7.3 100 FTG ---- PE 0.0 13 23.0 0.0 15.7 0.0 0.166 TL 12.89 PV 0.0 Pipe: 18 -21.8 1.049 PL 1.00 PF 1.0 13S 22.0 5.6 15.1 21.8 8.2 100 FTG T PE -0.4 13 23.0 0.0 15.7 0.0 0.174 TL 3.55 PV 0.0 Pipe: 19 42.3 1.408 PL 3.72 PF 1.4 13 23.0 0.0 15.7 0.0 8.8 100 FTG T PE 0.0 A6 23.0 0.0 17.0 0.0 0.174 TL 8.00 PV 0.0 Pipe: 20 -21.5 1.049 PL 1.00 PF 0.5 14S 22.0 5.6 14.7 21.5 8.1 100 FTG E PE -0.4 14 23.0 0.0 14.8 0.0 0.181 TL 2.02 PV 0.0 Pipe: 21 21.5 1.080 PL 12.91 PF 2.3 14 23.0 0.0 14.8 0.0 7.6 100 FTG ---- PE 0.0 15 23.0 0.0 17.1 0.0 0.181 TL 12.91 PV 0.0 Pipe: 22 -22.8 1.049 PL 1.00 PF 1.1 15S 22.0 5.6 16.5 22.8 8.5 100 FTG T PE -0.4 15 23.0 0.0 17.1 0.0 0.189 TL 3.55 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 23 44.2 1.408 PL 3.71 PF 1.5 15 23.0 0.0 17.1 0.0 9.2 100 FTG T PE 0.0 A7 23.0 0.0 18.6 0.0 0.189 TL 7.99 PV 0.0 Pipe: 24 -26.7 1.049 PL 1.00 PF 0.8 16S 22.0 5.6 22.7 26.7 10.0 100 FTG E PE -0.4 16 23.0 0.0 23.0 0.0 0.270 TL 2.02 PV 0.0 Pipe: 25 26.7 1.080 PL 2.50 PF 1.6 16 23.0 0.0 23.0 0.0 9.4 100 FTG T PE 0.0 A8 23.0 0.0 24.7 0.0 0.270 TL 6.07 PV 0.0 Pipe: 26 24.3 1.080 PL 12.00 PF 2.7 17 17.0 5.6 18.8 24.3 8.6 100 FTG ---- PE 0.0 18 17.0 5.6 21.5 26.0 0.226 TL 12.00 PV 0.0 Pipe: 27 50.2 1.408 PL 12.00 PF 2.9 18 17.0 5.6 21.5 26.0 10.4 100 FTG ---- PE 0.0 19 17.0 5.6 24.3 27.6 0.239 TL 12.00 PV 0.0 Pipe: 28 77.8 1.639 PL 47.17 PF 14.3 19 17.0 5.6 24.3 27.6 12.0 100 FTG 3E PE -3.0 50 24.0 0.0 35.6 0.0 0.256 TL 55.73 PV 0.0 Pipe: 29 77.8 2.104 PL 32.21 PF 2.7 50 24.0 0.0 35.6 0.0 7.3 100 FTG E PE 0.0 B1 24.0 0.0 38.3 0.0 0.076 TL 35.78 PV 0.0 Pipe: 30 39.5 2.703 PL 8.00 PF 0.1 Al 23.0 0.0 14.0 0.0 2.2 100 FTG ---- PE 0.0 A2 23.0 0.0 14.1 0.0 0.006 TL 8.00 PV 0.0 Pipe: 31 79.0 2.703 PL 13.33 PF 0.5 A2 23.0 0.0 14.1 0.0 4.5 100 FTG 2E PE 0.0 A3 23.0 0.0 14.6 0.0 0.023 TL 21.90 PV 0.0 Pipe: 32 135.5 2.703 PL 9.70 PF 0.6 A3 23.0 0.0 14.6 0.0 7.6 100 FTG ---- PE 0.0 A4 23.0 0.0 15.2 0.0 0.063 TL 9.70 PV 0.0 Pipe: 33 175.4 2.703 PL 7.56 PF 0.8 A4 23.0 0.0 15.2 0.0 9.9 100 FTG ---- PE 0.0 A5 23.0 0.0 15.9 0.0 0.101 TL 7.56 PV 0.0 E E a) as � to) to) moo 3 N O O ai;C O rn ==o 0 N 0 0 0 0 0 CD 0 0 N • 250 ?pm hose a a 7 co • 1 0 N 0 0 0 0 0 CD 0 0 N LIGHT LINK RAIL Job Name: Location: Drawing Date: Contractor: Drawing Date:03-10-06 6/27/06 15:12 HYDRAULIC DESIGN INFORMATION SHEET LIGHT LINK RAIL 154th Street Station Tukwila, WA 03-10-06 McKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire Mi, Cr - M w kke) Remote Area Number: 1 Telephone:206-832-8078 Occupancy:Ordinary Hazard GRI Department SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ftl 0.150 I 256.0 sq ftl 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 620.0 psi Required: 81.6 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 126 Gallons Notes: LIGHT LINK RAIL Drawing Date:03-10-06 6/27/06 15:12 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 370 6 4" Grvd 90 Ell 60' 100 4.026 370 3.6 1 Pipe 4" DFx25 65' 100 4.310 370 2.7 1 4" Grvd Tee 20' 100 4.026 370 1.2 1 4" FG Dry Valve CSC "AG" CHART LOSS 370 0.3 2 4" Grvd Butterfly Valve CSC "BFV" 28' 120 4.026 370 1.2 1 6" Fingd Back Flow Valve Watts "709 CHART LOSS 370 4.0 3 6" Grvd 90 Ell 42' 120 6.065 370 0.2 1 Pipe 6" 10x21 CSC Grvd 30' 120 6.357 370 0.1 4 6" MJ 90 Ell 56' 120 6.065 370 0.3 1 Pipe 6" DIx18 Cl 52 100' 140 6.590 370 0.3 Fixed Flow Flow Loss 250 gpm Elevation Change 37'0" 16.0 51.8 psi Hydr Ref R1 Required at Source 620 81.6 psi Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm 620 gpm 98.8 psi SAFETY PRESSURE 17.2 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 98.8 psi Exceeds Required Pressure of 81.6 psi This is a safety margin of 17.2 psi or 17 % of Supply Maximum Water Velocity is 13.9 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 98.8 620.0 81.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 620.0 GPM 250.0 GPM 250.0 GPM 370.0 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 9.0 K= 11.20 12.1 39.0 2 9.0 K= 11.20 13.0 40.3 3 9.0 K= 11.20 12.2 39.2 4 9.0 K= 11.20 13.1 40.5 5 9.0 K= 11.20 12.6 39.8 6 9.0 K= 11.20 13.5 41.2 7 9.0 K= 11.20 13.5 41.1 8 9.0 K= 11.20 14.4 42.5 9 9.0 K= 11.20 17.1 46.4 Al 9.0 15.5 A2 9.0 15.6 A3 9.0 16.1 A4 9.0 17.2 A5 9.0 19.0 A6 10.0 26.5 A7 10.0 27.3 A8 10.0 28.9 A9 10.0 30.9 A10 10.0 32.4 All 10.0 34.4 Al2 10.0 36.0 Al3 10.0 - - - - 38.0 W 10.0 TOP OF RISER 51.8 370.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 39.0 1.639 PL 12.00 PF 0.9 1 9.0 11.2 12.1 39.0 6.0 100 FTG ---- PE 0.0 2 9.0 11.2 13.0 40.3 0.071 TL 12.00 PV 0.0 Pipe: 2 79.3 1.639 PL 3.75 PF 2.5 2 9.0 11.2 13.0 40.3 12.2 100 FTG T PE 0.0 Al 9.0 0.0 15.5 0.0 0.266 TL 9.46 PV 0.0 Pipe: 3 39.2 1.639 PL 12.00 PF 0.9 3 9.0 11.2 12.2 39.2 6.0 100 FTG ---- PE 0.0 4 9.0 11.2 13.1 40.5 0.072 TL 12.00 PV 0.0 Pipe: 4 79.7 1.639 PL 3.75 PF 2.5 4 9.0 11.2 13.1 40.5 12.2 100 FTG T PE 0.0 A2 9.0 0.0 15.6 0.0 0.268 TL 9.46 PV 0.0 Pipe: 5 39.8 1.639 PL 12.00 PF 0.9 5 9.0 11.2 12.6 39.8 6.1 100 FTG ---- PE 0.0 6 9.0 11.2 13.5 41.2 0.074 TL 12.00 PV 0.0 Pipe: 6 81.0 1.639 PL 3.75 PF 2.6 6 9.0 11.2 13.5 41.2 12.4 100 FTG T PE 0.0 A3 9.0 0.0 16.1 0.0 0.276 TL 9.46 PV 0.0 Pipe: 7 41.1 1.639 PL 12.00 PF 0.9 7 9.0 11.2 13.5 41.1 6.3 100 FTG ---- PE 0.0 8 9.0 11.2 14.4 42.5 0.079 TL 12.00 PV 0.0 Pipe: 8 83.7 1.639 PL 3.75 PF 2.8 8 9.0 11.2 14.4 42.5 12.8 100 FTG T PE 0.0 A4 9.0 0.0 17.2 0.0 0.293 TL 9.46 PV 0.0 Pipe: 9 46.4 1.639 PL 13.75 PF 1.9 9 9.0 11.2 17.1 46.4 7.1 100 FTG T PE 0.0 A5 9.0 0.0 19.0 0.0 0.098 TL 19.46 PV 0.0 Pipe: 10 79.3 3.314 PL 16.00 PF 0.1 Al 9.0 0.0 15.5 0.0 3.0 100 FTG ---- PE 0.0 A2 9.0 0.0 15.6 0.0 0.009 TL 16.00 PV 0.0 Pipe: 11 159.0 3.314 PL 16.00 PF 0.5 A2 9.0 0.0 15.6 0.0 6.0 100 FTG ---- PE 0.0 A3 9.0 0.0 16.1 0.0 0.031 TL 16.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 240.0 3.314 PL 16.00 PF 1.1 A3 9.0 0.0 16.1 0.0 9.0 100 FTG ---- PE 0.0 A4 9.0 0.0 17.2 0.0 0.067 TL 16.00 PV 0.0 Pipe: 13 323.7 3.314 PL 16.00 PF 1.9 A4 9.0 0.0 17.2 0.0 12.2 100 FTG ---- PE 0.0 A5 9.0 0.0 19.0 0.0 0.116 TL 16.00 PV 0.0 Pipe: 14 370.0 3.314 PL 28.35 PF 7.9 A5 9.0 0.0 19.0 0.0 13.9 100 FTG 5E PE -0.4 A6 10.0 0.0 26.5 0.0 0.149 TL 53.33 PV 0.0 Pipe: 15 370.0 3.314 PL 5.02 PF 0.7 A6 10.0 0.0 26.5 0.0 13.9 100 FTG ---- PE 0.0 A7 10.0 0.0 27.3 0.0 0.149 TL 5.02 PV 0.0 Pipe: 16 370.0 3.314 PL 10.67 PF 1.6 A7 10.0 0.0 27.3 0.0 13.9 100 FTG ---- PE 0.0 A8 10.0 0.0 28.9 0.0 0.149 TL 10.67 PV 0.0 Pipe: 17 370.0 3.314 PL 13.33 PF 2.0 A8 10.0 0.0 28.9 0.0 13.9 100 FTG ---- PE 0.0 A9 10.0 0.0 30.9 0.0 0.149 TL 13.33 PV 0.0 Pipe: 18 370.0 3.314 PL 10.67 PF 1.6 A9 10.0 0.0 30.9 0.0 13.9 100 FTG ---- PE 0.0 A10 10.0 0.0 32.4 0.0 0.149 TL 10.67 PV 0.0 Pipe: 19 370.0 3.314 PL 13.33 PF 2.0 A10 10.0 0.0 32.4 0.0 13.9 100 FTG ---- PE 0.0 All 10.0 0.0 34.4 0.0 0.149 TL 13.33 PV 0.0 Pipe: 20 370.0 3.314 PL 10.67 PF 1.6 All 10.0 0.0 34.4 0.0 13.9 100 FTG ---- PE 0.0 Al2 10.0 0.0 36.0 0.0 0.149 TL 10.67 PV 0.0 Pipe: 21 370.0 3.314 PL 13.33 PF 2.0 Al2 10.0 0.0 36.0 0.0 13.9 100 FTG ---- PE 0.0 A13 10.0 0.0 38.0 0.0 0.149 TL 13.33 PV 0.0 Pipe: 22 370.0 3.314 PL 72.54 PF 13.8 Al3 10.0 0.0 38.0 0.0 13.9 100 FTG4E+45L PE 0.0 W 10.0 0.0 51.8 0.0 0.149 TL 92.53 PV 0.0 E E a) as c..) o) roto 3 N O QN N0 a) O N 7 =50 maw moo. co O N N OCD E_ U)U)a a a a) 000 0 QO) N M a) • O .a) c) 3 N y N N a as. CO o a) 2 3 a • rt Ts. a 7 U) a) N O L E a a) -- O to N • 0 0 N A- 0 0 0 CO 0 0 0 N Link Light Rail Job Name: Location: Drawing Date: Contractor: Drawing Date:3-10-06 HYDRAULIC DESIGN INFORMATION SHEET Link Light Rail 154th Street Station Tukwila, WA 3-10-06 McKINSTRY COMPANY 5005 THIRD AVENUE SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire 6/27/06 16:13 rkfrif04 -4 CFP- f W 4 f• E) Remote Area Number: 1 Telephone:206.832.8078 Occupancy:Ordinary Hazard GRI Department SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ft) 0.150 100.0 sq ftl 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: TY -Pa. K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 20 Flowing Outlets gpm Required: 603.1 psi Required: 83.0 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 Residual Pres 20.0 At a Flow of 3200 Elevation 17'0" psi psi gpm Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: • Source of Information: SYSTEM VOLUME 250 Gallons Notes: GRID PEAKED SHIFT LEFT(DOWN) REQUIRED 82.93 psi 603.4 gpm SHIFT RIGHT(UP) REQUIRED 82.92 psi 603.6 gpm Link Light Rail Drawing Date:3-10-06 6/27/06 16:13 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 353 8 4" Grvd 90 Ell 80' 100 4.026 353 4.4 1 Pipe 4" DFx21 165' 100 4.310 353 6.3 1 4" Grvd Tee 20' 100 4.026 353 1.1 1 4" FG Dry Valve CSC "AG" CHART LOSS 353 0.3 2 4" Grvd Butterfly Valve CSC "BFV" 28' 120 4.026 353 1.1 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 353 3.8 3 6" Grvd 90 Ell 42' 120 6.065 353 0.2 1 Pipe 6" 10x21 CSC Grvd 30' 120 6.357 353 0.1 4 6" MJ 90 Ell 56' 120 6.065 353 0.3 1 Pipe 6" DIx18 Cl 52 100' 140 6.590 353 0.3 Fixed Flow Flow Loss 250 gpm Elevation Change 62'0" 26.8 38.3 psi Hydr Ref R1 Required at Source 603 83.0 psi Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm 603 gpm 99.0 psi SAFETY PRESSURE 16.0 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 99.0 psi Exceeds Required Pressure of 83.0 psi This is a safety margin of 16.0 psi or 16 % of Supply Maximum Water Velocity is 13.3 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: Link Light Rail WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 99.0 603.1 83.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 603.1 GPM 250.0 GPM 250.0 GPM 353.1 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 7.5 K= 5.60 7.2 15.0 2 7.5 K= 5.60 7.2 15.0 3 7.5 K= 5.60 7.4 15.2 4 7.5 K= 5.60 7.7 15.5 5 7.5 K= 5.60 8.3 16.1 6 7.5 K= 5.60 9.2 17.0 7 7.5 K= 5.60 10.5 18.1 8 7.5 K= 5.60 12.3 19.6 9 7.5 K= 5.60 14.7 21.5 10 7.5 K= 5.60 17.9 23.7 11 7.5 K= 5.60 7.2 15.0 12 7.5 K= 5.60 7.2 15.0 13 7.5 K= 5.60 7.4 15.2 14 7.5 K= 5.60 7.7 15.5 15 7.5 K= 5.60 8.2 16.1 16 7.5 K= 5.60 9.1 16.9 17 7.5 K= 5.60 10.4 18.1 18 7.5 K= 5.60 12.2 19.5 19 7.5 K= 5.60 14.6 21.4 20 7.5 K= 5.60 17.7 23.6 30 10.0 27.8 Al 7.5 20.4 A2 7.5 20.6 B1 10.0 28.3 B2 10.0 28.7 B3 10.0 29.1 B4 10.0 29.6 135 10.0 30.0 B6 10.0 30.5 B7 10.0 30.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: Link Light Rail NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) W 7.0 TOP OF RISER 38.3 353.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 15.3 2.203 PL 15.00 PF 0.0 1 7.5 5.6 7.2 15.0 1.3 100 FTG ---- PE 0.0 2 7.5 5.6 7.2 15.0 0.003 TL 15.00 PV 0.0 Pipe: 2 0.3 2.203 PL 18.80 PF 0.0 11 7.5 5.6 7.2 15.0 0.0 100 FTG E+T PE 0.0 1 7.5 5.6 7.2 15.0 0.000 TL 29.51 PV 0.0 Pipe: 3 30.4 2.203 PL 15.00 PF 0.2 2 7.5 5.6 7.2 15.0 2.6 100 FTG ---- PE 0.0 3 7.5 5.6 7.4 15.2 0.011 TL 15.00 PV 0.0 Pipe: 4 45.6 2.203 PL 14.00 PF 0.3 3 7.5 5.6 7.4 15.2 3.9 100 FTG ---- PE 0.0 4 7.5 5.6 7.7 15.5 0.023 TL 14.00 PV 0.0 Pipe: 5 61.1 2.203 PL 15.00 PF 0.6 4 7.5 5.6 7.7 15.5 5.2 100 FTG ---- PE 0.0 5 7.5 5.6 8.3 16.1 0.039 TL 15.00 PV 0.0 Pipe: 6 77.2 2.203 PL 15.00 PF 0.9 5 7.5 5.6 8.3 16.1 6.6 100 FTG ---- PE 0.0 6 7.5 5.6 9.2 17.0 0.060 TL 15.00 PV 0.0 Pipe: 7 94.2 2.203 PL 15.00 PF 1.3 6 7.5 5.6 9.2 17.0 8.0 :100 FTG ---- PE 0.0 7 7.5 5.6 10.5 18.1 0.086 TL 15.00 PV 0.0 Pipe: 8 112.3 2.203 PL 15.00 PF 1.8 7 7.5 5.6 10.5 18.1 9.5 100 FTG ---- PE 0.0 8 7.5 5.6 12.3 19.6 0.120 TL 15.00 PV 0.0 Pipe: 9 131.9 2.203 PL 15.00 PF 2.4 8 7.5 5.6 12.3 19.6 11.2 100 FTG ---- PE 0.0 9 7.5 5.6 14.7 21.5 0.161 TL 15.00 PV 0.0 Pipe: 10 153.4 2.203 PL 15.00 PF 3.2 9 7.5 5.6 14.7 21.5 13.0 100 FTG ---- PE 0.0 10 7.5 5.6 17.9 23.7 0.213 TL 15.00 PV 0.0 Pipe: 11 177.0 2.703 PL 18.13 PF 2.7 10 7.5 5.6 17.9 23.7 10.0 100 FTG T PE 0.0 A2 7.5 0.0 20.6 0.0 0.103 TL 26.69 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 14.7 2.203 PL 15.00 PF 0.0 11 7.5 5.6 7.2 15.0 1.2 100 FTG ---- PE 0.0 12 7.5 5.6 7.2 15.0 0.003 TL 15.00 PV 0.0 Pipe: 13 29.7 2.203 PL 15.00 PF 0.2 12 7.5 5.6 7.2 15.0 2.5 100 FTG ---- PE 0.0 13 7.5 5.6 7.4 15.2 0.010 TL 15.00 PV 0.0 Pipe: 14 44.9 2.203 PL 14.00 PF 0.3 13 7.5 5.6 7.4 15.2 3.8 100 FTG ---- PE 0.0 14 7.5 5.6 7.7 15.5 0.022 TL 14.00 PV 0.0 Pipe: 15 60.5 2.203 PL 15.00 PF 0.6 14 7.5 5.6 7.7 15.5 5.1 100 FTG ---- PE 0.0 15 7.5 5.6 8.2 16.1 0.038 TL 15.00 PV 0.0 Pipe: 16 76.5 2.203 PL 15.00 PF 0.9 15 7.5 5.6 8.2 16.1 6.5 100 FTG ---- PE 0.0 16 7.5 5.6 9.1 16.9 0.059 TL 15.00 PV 0.0 Pipe: 17 93.5 2.203 PL 15.00 PF 1.3 16 7.5 5.6 9.1 16.9 7.9 100 FTG ---- PE 0.0 17 7.5 5.6 10.4 18.1 0.085 TL 15.00 PV 0.0 Pipe: 18 111.5 2.203 PL 15.00 PF 1.8 17 7.5 5.6 10.4 18.1 9.5 100 FTG ---- PE 0.0 18 7.5 5.6 12.2 19.5 0.118 TL 15.00 PV 0.0 Pipe: 19 131.1 2.203 PL 15.00 PF 2.4 18 7.5 5.6 12.2 19.5 11.1 100 FTG ---- PE 0.0 19 7.5 5.6 14.6 21.4 0.159 TL 15.00 PV 0.0 Pipe: 20 152.5 2.203 PL 15.00 PF 3.2 19 7.5 5.6 14.6 21.4 13.0 100 FTG ---- PE 0.0 20 7.5 5.6 17.7 23.6 0.211 TL 15.00 PV 0.0 Pipe: 21 176.0 2.703 PL 18.13 PF 2.7 20 7.5 5.6 17.7 23.6 9.9 100 FTG T PE 0.0 Al 7.5 0.0 20.4 0.0 0.101 TL 26.69 PV 0.0 Pipe: 22 353.1 4.310 PL 11.50 PF 0.4 30 10.0 0.0 27.8 0.0 7.8 100 FTG ---- PE 0.0 B1 10.0 0.0 28.3 0.0 0.038 TL 11.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 23 353.1 3.314 PL 30.93 PF 8.3 A2 7.5 0.0 20.6 0.0 13.3 100 FTG 6E PE -1.1 30 10.0 0.0 27.8 0.0 0.136 TL 60.90 PV 0.0 Pipe: 24 176.0 3.314 PL 4.63 PF 0.2 Al 7.5 0.0 20.4 0.0 6.6 100 FTG ---- PE 0.0 A2 7.5 0.0 20.6 0.0 0.038 TL 4.63 PV 0.0 Pipe: 25 353.1 4.310 PL 11.53 PF 0.4 B1 10.0 0.0 28.3 0.0 7.8 100 FTG ---- PE 0.0 B2 10.0 0.0 28.7 0.0 0.038 TL 11.53 PV 0.0 Pipe: 26 353.1 4.310 PL 11.47 PF 0.4 B2 10.0 0.0 28.7 0.0 7.8 100 FTG ---- PE 0.0 B3 10.0 0.0 29.1 0.0 0.038 TL 11.47 PV 0.0 Pipe: 27 353.1 4.310 PL 11.54 PF 0.4 B3 10.0 0.0 29.1 0.0 7.8 100 FTG ---- PE 0.0 B4 10.0 0.0 29.6 0.0 0.038 TL 11.54 PV 0.0 Pipe: 28 353.1 4.310 PL 11.48 PF 0.4 B4 10.0 0.0 29.6 0.0 7.8 100 FTG ---- PE 0.0 B5 10.0 0.0 30.0 0.0 0.038 TL 11.48 PV 0.0 Pipe: 29 353.1 4.310 PL 12.00 PF 0.5 B5 10.0 0.0 30.0 0.0 7.8 100 FTG ---- PE 0.0 B6 10.0 0.0 30.5 0.0 0.038 TL 12.00 PV 0.0 Pipe: 30 353.1 4.310 PL 12.00 PF 0.5 B6 10.0 0.0 30.5 0.0 7.8 100 FTG ---- PE 0.0 B7 10.0 0.0 30.9 0.0 0.038 TL 12.00 PV 0.0 Pipe: 31 353.1 4.310 PL115.14 PF 6.1 B7 10.0 0.0 30.9 0.0 7.8 100 FTG 7E PE 1.3 W 7.0 0.0 38.3 0.0 0.038 TL161.53 PV 0.0 ti co O O co U) M O O M U, N 0 U, Link Light Rail Drawing Date:3-10-06 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET Link Light Rail 154th Street Station Tukwila, WA 3-10-06 McKINSTRY COMPANY 5005 THIRD AVENUE SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire 6/27/06 16:14 Rl-r>tM ( r' ) Remote Area Number: 2 Telephone:206.832.8078 Occupancy:Ordinary Hazard Department GRI SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ftl 0.150 130.0 sq ft1 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: TY$:. K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 572.5 psi Required: 65.2 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 250 Gallons Notes: Link Light Rail Drawing Date:3-10-06 6/27/06 16:14 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W Required at 8 4" Grvd 90 Ell 1 Pipe 4" DFx21 1 4" Grvd Tee 1 4" FG Dry Valve CSC "AG" 2 4" Grvd Butterfly Valve CSC "BFV" 1 6" Flngd Back Flow Valve Watts "70 3 6" Grvd 90 Ell 1 Pipe 6" 10x21 CSC Grvd 4 6" MJ 90 Ell 1 Pipe 6" DIx18 Cl 52 Fixed Flow HYDRAULIC FLOW LOSS LENGTH C ID Hyd Area 2 80' 100 165' 100 20' 100 CHART LOSS 28' 120 9 CHART LOSS 42' 120 30' 120 56' 120 100' 140 Flow Loss Elevation Change 62'0" gpm psi TOTALS 322 4.026 322 4.310 322 4.026 322 322 4.026 322 322 6.065 322 6.357 322 6.065 322 6.590 322 250 572 572 Hydr Ref R1 Required at Source Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm SAFETY PRESSURE 3.7 5.3 0.9 0.3 0.9 3.6 0.2 0.1 0.3 0.2 gpm 26.8 22.8 psi 65.2 psi gpm 99.3 psi 34.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 99.3 psi Exceeds Required Pressure of 65.2 psi This is a safety margin of 34.1 psi or 34 % of Supply Maximum Water Velocity is 9.1 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: Link Light Rail WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 99.3 572.5 65.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 572.5 GPM 250.0 GPM 250.0 GPM 322.5 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 7.5 16.6 2 7.5 16.6 3 7.5 16.6 4 7.5 16.6 5 7.5 16.6 6 7.5 16.6 7 7.5 16.6 8 7.5 16.6 9 7.5 16.6 10 7.5 16.6 11 7.5 16.6 12 7.5 16.6 13 7.5 16.6 14 7.5 16.6 15 7.5 16.6 16 7.5 16.6 17 7.5 16.6 18 7.5 16.6 19 7.5 16.6 20 7.5 16.6 30 10.0 15.5 - - - 30S 11.0 K= 5.60 14.2 21.1 31 11.0 K= 5.60 12.9 20.1 32 11.0 K= 5.60 13.5 20.5 33 11.0 K= 5.60 12.7 20.0 34 11.0 K= 5.60 13.8 20.8 35 11.0 K= 5.60 12.2 19.5 36 11.0 K= 5.60 13.9 20.9 37 11.0 K= 5.60 12.1 19.5 38 11.0 K= 5.60 13.9 20.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: Link Light Rail NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 39 11.0 K= 5.60 11.0 18.6 40 11.0 K= 5.60 12.4 19.7 41 11.0 K= 5.60 13.8 20.8 42 11.0 K= 5.60 11.2 18.7 43 11.0 K= 5.60 12.6 19.8 44 11.0 K= 5.60 14.0 21.0 45 11.0 K= 5.60 13.6 20.6 50 11.0 - - 14.2 - - - 51 11.0 15.7 52 11.0 15.2 Al 7.5 16.6 A2 7.5 16.6 Bl 10.0 15.5 B2 10.0 15.5 B3 10.0 15.6 B4 10.0 15.7 B5 10.0 15.8 B6 10.0 16.0 B7 10.0 - - - - 16.3 - - - W 7.0 TOP OF RISER 22.8 322.5 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 0.0 2.203 PL 15.00 PF 0.0 2 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 1 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 2 -0.0 2.203 PL 18.80 PF 0.0 11 7.5 0.0 16.6 0.0 0.0 100 FTG E+T PE 0.0 1 7.5 0.0 16.6 0.0 0.000 TL 29.51 PV 0.0 Pipe: 3 0.0 2.203 PL 15.00 PF 0.0 3 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 2 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 4 0.0 2.203 PL 14.00 PF 0.0 4 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 3 7.5 0.0 16.6 0.0 0.000 TL 14.00 PV 0.0 Pipe: 5 0.0 2.203 PL 15.00 PF 0.0 5 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 4 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 6 0.0 2.203 PL 15.00 PF 0.0 6 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 5 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 7 0.0 2.203 PL 15.00 PF 0.0 7 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 6 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 8 0.0 2.203 PL 15.00 PF 0.0 8 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 7 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 9 0.0 2.203 PL 15.00 PF 0.0 9 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 8 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 10 0.0 2.203 PL 15.00 PF 0.0 10 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 9 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 11 0.0 2.703 PL 18.13 PF 0.0 A2 7.5 0.0 16.6 0.0 0.0 100 FTG T PE 0.0 10 7.5 0.0 16.6 0.0 0.000 TL 26.69 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F_L./FT (PSI) Pipe: 12 -0.0 2.203 PL 15.00 PF 0.0 12 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 11 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 13 -0.0 2.203 PL 15.00 PF 0.0 13 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 12 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 14 -0.0 2.203 PL 14.00 PF 0.0 14 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 13 7.5 0.0 16.6 0.0 0.000 TL 14.00 PV 0.0 Pipe: 15 -0.0 2.203 PL 15.00 PF 0.0 15 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 14 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 16 -0.0 2.203 PL 15.00 PF 0.0 16 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 15 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 17 -0.0 2.203 PL 15.00 PF 0.0 17 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 16 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 18 -0.0 2.203 PL 15.00 PF 0.0 18 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 17 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 19 -0.0 2.203 PL 15.00 PF 0.0 19 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 18 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 20 -0.0 2.203 PL 15.00 PF 0.0 20 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 19 7.5 0.0 16.6 0.0 0.000 TL 15.00 PV 0.0 Pipe: 21 -0.0 2.703 PL 18.13 PF 0.0 Al 7.5 0.0 16.6 0.0 0.0 100 FTG T PE 0.0 20 7.5 0.0 16.6 0.0 0.000 TL 26.69 PV 0.0 Pipe: 22 -21.1 1.049 PL 1.00 PF 0.9 30S 11.0 5.6 14.2 21.1 0.5 100 FTG T PE 0.4 30 10.0 0.0 15.5 0.0 0.000 TL 3.55 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 23 21.1 4.310 PL 11.50 PF 0.0 30 10.0 0.0 15.5 0.0 0.5 100 FTG ---- PE 0.0 Bl 10.0 0.0 15.5 0.0 0.000 TL 11.50 PV 0.0 Pipe: 24 -21.1 1.049 PL 1.00 PF 0.9 30S 11.0 5.6 14.2 21.1 7.9 100 FTG T PE 0.4 30 10.0 0.0 15.5 0.0 0.000 TL 3.55 PV 0.0 Pipe: 25 0.0 3.314 PL 30.93 PF 0.0 30 10.0 0.0 15.5 0.0 0.0 100 FTG 6E PE 1.1 A2 7.5 0.0 16.6 0.0 0.000 TL 60.90 PV 0.0 Pipe: 26 20.1 1.080 PL 5.00 PF 1.4 31 11.0 5.6 12.9 20.1 7.1 100 FTG T PE 0.0 50 11.0 0.0 14.2 0.0 0.159 TL 8.57 PV 0.0 Pipe: 27 20.5 1.080 PL 1.00 PF 0.8 32 11.0 5.6 13.5 20.5 7.3 100 FTG T PE 0.0 50 11.0 0.0 14.2 0.0 0.166 TL 4.57 PV 0.0 Pipe: 28 20.0 1.080 PL 7.17 PF 1.1 33 11.0 5.6 12.7 20.0 7.1 100 FTG ---- PE 0.0 34 11.0 5.6 13.8 20.8 0.158 TL 7.17 PV 0.0 Pipe: 29 40.8 1.408 PL 1.33 PF 1.3 34 11.0 5.6 13.8 20.8 8.5 100 FTG E+T PE 0.4 B2 10.0 0.0 15.5 0.0 0.162 TL 7.76 PV 0.0 Pipe: 30 19.5 1.080 PL 11.50 PF 1.7 35 11.0 5.6 12.2 19.5 6.9 100 FTG ---- PE 0.0 36 11.0 5.6 13.9 20.9 0.151 TL 11.50 PV 0.0 Pipe: 31 40.4 1.408 PL 1.33 PF 1.2 36 11.0 5.6 13.9 20.9 8.4 100 FTG E+T PE 0.4 B3 10.0 0.0 15.6 0.0 0.160 TL 7.76 PV 0.0 Pipe: 32 19.5 1.080 PL 11.50 PF 1.7 37 11.0 5.6 12.1 19.5 6.9 100 FTG ---- PE 0.0 38 11.0 5.6 13.9 20.8 0.151 TL 11.50 PV 0.0 Pipe: 33 40.3 1.408 PL 2.08 PF 1.4 38 11.0 5.6 13.9 20.8 8.4 100 FTG E+T PE 0.4 B4 10.0 0.0 15.7 0.0 0.159 TL 8.51 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 34 18.6 1.080 PL 10.00 PF 1.4 39 11.0 5.6 11.0 18.6 6.6 100 FTG ---- PE 0.0 40 11.0 5.6 12.4 19.7 0.138 TL 10.00 PV 0.0 Pipe: 35 38.3 1.408 PL 10.00 PF 1.4 40 11.0 5.6 12.4 19.7 8.0 100 FTG ---- PE 0.0 41 11.0 5.6 13.8 20.8 0.144 TL 10.00 PV 0.0 Pipe: 36 59.1 1.639 PL 1.33 PF 1.5 41 11.0 5.6 13.8 20.8 9.1 100 FTG E+T PE 0.4 B5 10.0 0.0 15.8 0.0 0.154 TL 9.90 PV 0.0 Pipe: 37 18.7 1.080 PL 10.00 PF 1.4 42 11.0 5.6 11.2 18.7 6.6 100 FTG ---- PE 0.0 43 11.0 5.6 12.6 19.8 0.140 TL 10.00 PV 0.0 Pipe: 38 38.6 1.408 PL 10.00 PF 1.5 43 11.0 5.6 12.6 19.8 8.0 100 FTG ---- PE 0.0 44 11.0 5.6 14.0 21.0 0.146 TL 10.00 PV 0.0 Pipe: 39 59.5 1.639 PL 1.33 PF 1.5 44 11.0 5.6 14.0 21.0 9.1 100 FTG E+T PE 0.4 B6 10.0 0.0 16.0 0.0 0.156 TL 9.90 PV 0.0 Pipe: 40 20.6 1.080 PL 10.00 PF 1.7 45 11.0 5.6 13.6 20.6 7.3 100 FTG ---- PE 0.0 52 11.0 0.0 15.2 0.0 0.167 TL 10.00 PV 0.0 Pipe: 41 40.6 1.408 PL 1.00 PF 0.9 50 11.0 0.0 14.2 0.0 8.5 100 FTG T PE 0.4 Bl 10.0 0.0 15.5 0.0 0.161 TL 5.28 PV 0.0 Pipe: 42 20.6 1.408 PL 10.00 PF 0.5 52 11.0 0.0 15.2 0.0 4.3 100 FTG ---- PE 0.0 51 11.0 0.0 15.7 0.0 0.046 TL 10.00 PV 0.0 Pipe: 43 20.6 1.639 PL 1.33 PF 0.2 51 11.0 0.0 15.7 0.0 3.2 100 FTG E+T PE 0.4 B7 10.0 0.0 16.3 0.0 0.022 TL 9.90 PV 0.0 Pipe: 44 0.0 3.314 PL 4.63 PF 0.0 Al 7.5 0.0 16.6 0.0 0.0 100 FTG ---- PE 0.0 A2 7.5 0.0 16.6 0.0 0.000 TL 4.63 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 45 61.7 4.310 PL 11.53 PF 0.0 Bl 10.0 0.0 15.5 0.0 1.4 100 FTG ---- PE 0.0 B2 10.0 0.0 15.5 0.0 0.002 TL 11.53 PV 0.0 Pipe: 46 102.5 4.310 PL 11.47 PF 0.0 B2 10.0 0.0 15.5 0.0 2.3 100 FTG ---- PE 0.0 B3 10.0 0.0 15.6 0.0 0.004 TL 11.47 PV 0.0 Pipe: 47 142.9 4.310 PL 11.54 PF 0.1 B3 10.0 0.0 15.6 0.0 3.2 100 FTG ---- PE 0.0 B4 10.0 0.0 15.7 0.0 0.007 TL 11.54 PV 0.0 Pipe: 48 183.2 4.310 PL 11.48 PF 0.1 B4 10.0 0.0 15.7 0.0 4.1 100 FTG ---- PE 0.0 B5 10.0 0.0 15.8 0.0 0.011 TL 11.48 PV 0.0 Pipe: 49 242.3 4.310 PL 12.00 PF 0.2 B5 10.0 0.0 15.8 0.0 5.4 100 FTG ---- PE 0.0 B6 10.0 0.0 16.0 0.0 0.019 TL 12.00 PV 0.0 Pipe: 50 301.9 4.310 PL 12.00 PF 0.3 B6 10.0 0.0 16.0 0.0 6.7 100 FTG ---- PE 0.0 B7 10.0 0.0 16.3 0.0 0.028 TL 12.00 PV 0.0 Pipe: 51 322.5 4.310 PL115.14 PF 5.2 B7 10.0 0.0 16.3 0.0 7.2 100 FTG 7E PE 1.3 W 7.0 0.0 22.8 0.0 0.032 TL161.53 PV 0.0 E E a> as 0.0 g 0 0 N 0 Q 00v ucom O 0 = ZCo maw aoa 0104%- coCDC) a) L Cl) .U) 0.2 3 N mn`. 00000) m=oo Mal—co _ E O a mac) Doo cri 0 D) N M L O to 7 N y N h d - U 7 0 :1972§1) U cutifilom cncecTo c 0 w m N _ U) Co w15Q co w vL )v)Coa) .0 Y E 0 .E t U) 0 m- • - • a z CO I 250 gpm hose 1 • O co O co 0 O N 0 LoN- Co N- CD O 0 CO 0 Co NI' LO CO 0 O CO in N N 0 LIGHT LINK RAIL Job Name: Location: Drawing Date: Contractor: Drawing Date:03-10-06 HYDRAULIC DESIGN INFORMATION SHEET LIGHT LINK RAIL 154th Street Station Tukwila, WA 03-10-06 McKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire 6/27/06 15:13 eOcARA a4.. (Fe- M.LJ 4 t i° AA Remote Area Number: 2 Telephone:206-832-8078 Occupancy:Ordinary Hazard GRI Department SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ftl 0.150 130.0 sq ft1 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: DS -1 K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 563.5 psi Required: 55.2 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Source of Information: SYSTEM VOLUME 126 Gallons Notes: LIGHT LINK RAIL Drawing Date:03-10-06 6/27/06 15:13 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W Required a 6 4" Grvd 90 Ell 1 Pipe 4" DFx25 1 4" Grvd Tee 1 4" FG Dry Valve CSC "AG" 2 4" Grvd Butterfly Valve CSC "BFV" 1 6" Flngd Back Flow Valve Watts "7 3 6" Grvd 90 Ell 1 Pipe 6" 10x21 CSC Grvd 4 6" MJ 90 Ell 1 Pipe 6" DIx18 Cl 52 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS t Hyd Area 2 60' 100 65' 100 20' 100 CHART LOSS 28' 120 09 CHART LOSS 42' 120 30' 120 56' 120 100' 140 Fixed Flow Flow Loss Elevation Change 37'0" 314 4.026 314 4.310 314 4.026 314 314 4.026 314 314 6.065 314 6.357 314 6.065 314 6.590 314 250 2.6 2.0 0.9 0.3 0.8 3.6 0.2 0.1 0.2 0.2 gpm 16.0 28.3 psi Hydr Ref R1 Required at Source 564 55.2 psi Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm 564 gpm 99.4 psi SAFETY PRESSURE 44.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 99.4 psi Exceeds Required Pressure of 55.2 psi This is a safety margin of 44.1 psi or 44 % of Supply Maximum Water Velocity is 11.8 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 99.4 563.5 55.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 563.5 GPM 250.0 GPM 250.0 GPM 313.5 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 30 10.0 12.1 30S 9.0 K= 5.60 12.1 19.5 31 10.0 - - - - 12.9 31S 9.0 K= 5.60 12.9 20.1 32 10.0 12.9 32S 9.0 K= 5.60 12.9 20.1 33 10.0 13.8 33S 9.0 K= 5.60 13.8 20.8 34 10.0 13.0 34S 9.0 K= 5.60 13.0 20.2 35 10.0 - - - - 13.9 35S 9.0 K= 5.60 13.9 20.9 36 10.0 - - - - 13.2 36S 9.0 K= 5.60 13.2 20.4 37 10.0 - - - - 14.2 37S 9.0 K= 5.60 14.1 21.0 38 10.0 13.5 38S 9.0 K= 5.60 13.5 20.6 39 10.0 14.5 39S 9.0 K= 5.60 14.4 21.3 40 10.0 - - - - 14.1 - - - 40S 9.0 K= 5.60 14.1 21.0 41 10.0 - - - - 15.1 - - - 41S 9.0 K= 5.60 15.0 21.7 42 10.0 - - - - 14.8 - - - 42S 9.0 K= 5.60 14.7 21.5 43 10.0 - - - - 15.8 - - - 43S 9.0 K= 5.60 15.7 22.2 44 10.0 - - - - 15.9 44S 9.0 K= 5.60 15.8 22.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) A6 10.0 A7 10.0 A8 10.0 A9 10.0 A10 10.0 All 10.0 Al2 10.0 A13 10.0 W 10.0 TOP OF RISER 14.8 14.8 14.9 15.1 15.5 16.1 16.9 18.2 28.3 313 .5 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -19.5 1.049 PL 1.00 PF 0.4 30S 9.0 5.6 12.1 19.5 6.9 100 FTG E PE -0.4 30 10.0 0.0 12.1 0.0 0.151 TL 2.02 PV 0.0 Pipe: 2 19.5 1.080 PL 13.92 PF 2.6 30 10.0 0.0 12.1 0.0 6.9 100 FTG T PE 0.0 A6 10.0 0.0 14.8 0.0 0.151 TL 17.49 PV 0.0 Pipe: 3 -20.1 1.049 PL 1.00 PF 0.4 31S 9.0 5.6 12.9 20.1 7.5 100 FTG E PE -0.4 31 10.0 0.0 12.9 0.0 0.160 TL 2.02 PV 0.0 Pipe: 4 20.1 1.080 PL 7.92 PF 1.8 31 10.0 0.0 12.9 0.0 7.1 100 FTG T PE 0.0 A6 10.0 0.0 14.8 0.0 0.160 TL 11.49 PV 0.0 Pipe: 5 -20.1 1.049 PL 1.00 PF 0.4 32S 9.0 5.6 12.9 20.1 7.1 100 FTG E PE -0.4 32 10.0 0.0 12.9 0.0 0.160 TL 2.02 PV 0.0 Pipe: 6 20.1 1.080 PL 7.92 PF 1.8 32 10.0 0.0 12.9 0.0 7.1 100 FTG T PE 0.0 A7 10.0 0.0 14.8 0.0 0.160 TL 11.49 PV 0.0 Pipe: 7 -20.8 1.049 PL 1.00 PF 0.5 33S 9.0 5.6 13.8 20.8 7.8 100 FTG E PE -0.4 33 10.0 0.0 13.8 0.0 0.170 TL 2.02 PV 0.0 Pipe: 8 20.8 1.080 PL 1.92 PF 0.9 33 10.0 0.0 13.8 0.0 7.4 100 FTG T PE 0.0 A7 10.0 0.0 14.8 0.0 0.170 TL 5.49 PV 0.0 Pipe: 9 -20.2 1.049 PL 1.00 PF 0.4 34S 9.0 5.6 13.0 20.2 7.1 100 FTG E PE -0.4 34 10.0 0.0 13.0 0.0 0.161 TL 2.02 PV 0.0 Pipe: 10 20.2 1.080 PL 7.92 PF 1.8 34 10.0 0.0 13.0 0.0 7.1 100 FTG T PE 0.0 A8 10.0 0.0 14.9 0.0 0.161 TL 11.49 PV 0.0 Pipe: 11 -20.9 1.049 PL 1.00 PF 0.5 35S 9.0 5.6 13.9 20.9 7.8 100 FTG E PE -0.4 35 10.0 0.0 13.9 0.0 0.171 TL 2.02 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 20.9 1.080 PL 1.92 PF 0.9 35 10.0 0.0 13.9 0.0 7.4 100 FTG T PE 0.0 A8 10.0 0.0 14.9 0.0 0.171 TL 5.49 PV 0.0 Pipe: 13 -20.4 1.049 PL 1.00 PF 0.5 36S 9.0 5.6 13.2 20.4 7.2 100 FTG E PE -0.4 36 10.0 0.0 13.2 0.0 0.163 TL 2.02 PV 0.0 Pipe: 14 20.4 1.080 PL 7.92 PF 1.9 36 10.0 0.0 13.2 0.0 7.2 100 FTG T PE 0.0 A9 10.0 0.0 15.1 0.0 0.163 TL 11.49 PV 0.0 Pipe: 15 -21.0 1.049 PL 1.00 PF 0.5 37S 9.0 5.6 14.1 21.0 7.9 100 FTG E PE -0.4 37 10.0 0.0 14.2 0.0 0.174 TL 2.02 PV 0.0 Pipe: 16 21.0 1.080 PL 1.92 PF 1.0 37 10.0 0.0 14.2 0.0 7.4 100 FTG T PE 0.0 A9 10.0 0.0 15.1 0.0 0.174 TL 5.49 PV 0.0 Pipe: 17 -20.6 1.049 PL 1.00 PF 0.5 38S 9.0 5.6 13.5 20.6 7.3 100 FTG E PE -0.4 38 10.0 0.0 13.5 0.0 0.167 TL 2.02 PV 0.0 Pipe: 18 20.6 1.080 PL 7.92 PF 1.9 38 10.0 0.0 13.5 0.0 7.3 100 FTG T PE 0.0 A10 10.0 0.0 15.5 0.0 0.167 TL 11.49 PV 0.0 Pipe: 19 -21.3 1.049 PL 1.00 PF 0.5 39S 9.0 5.6 14.4 21.3 8.0 100 FTG E PE -0.4 39 10.0 0.0 14.5 0.0 0.177 TL 2.02 PV 0.0 Pipe: 20 21.3 1.080 PL 1.92 PF 1.0 39 10.0 0.0 14.5 0.0 7.5 100 FTG T PE 0.0 A10 10.0 0.0 15.5 0.0 0.177 TL 5.49 PV 0.0 Pipe: 21 -21.0 1.049 PL 1.00 PF 0.5 40S 9.0 5.6 14.1 21.0 7.4 100 FTG E PE -0.4 40 10.0 0.0 14.1 0.0 0.173 TL 2.02 PV 0.0 Pipe: 22 21.0 1.080 PL 7.92 PF 2.0 40 10.0 0.0 14.1 0.0 7.4 100 FTG T PE 0.0 All 10.0 0.0 16.1 0.0 0.173 TL 11.49 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 23 -21.7 1.049 PL 1.00 PF 0.5 41S 9.0 5.6 15.0 21.7 8.1 100 FTG E PE -0.4 41 10.0 0.0 15.1 0.0 0.184 TL 2.02 PV 0.0 Pipe: 24 21.7 1.080 PL 1.92 PF 1.0 41 10.0 0.0 15.1 0.0 7.7 100 FTG T PE 0.0 All 10.0 0.0 16.1 0.0 0.184 TL 5.49 PV 0.0 Pipe: 25 -21.5 1.049 PL 1.00 PF 0.5 42S 9.0 5.6 14.7 21.5 7.6 100 FTG E PE -0.4 42 10.0 0.0 14.8 0.0 0.181 TL 2.02 PV 0.0 Pipe: 26 21.5 1.080 PL 7.92 PF 2.1 42 10.0 0.0 14.8 0.0 7.6 100 FTG T PE 0.0 Al2 10.0 0.0 16.9 0.0 0.181 TL 11.49 PV 0.0 Pipe: 27 -22.2 1.049 PL 1.00 PF 0.5 43S 9.0 5.6 15.7 22.2 8.3 100 FTG E PE -0.4 43 10.0 0.0 15.8 0.0 0.192 TL 2.02 PV 0.0 Pipe: 28 22.2 1.080 PL 1.92 PF 1.1 43 10.0 0.0 15.8 0.0 7.9 100 FTG T PE 0.0 Al2 10.0 0.0 16.9 0.0 0.192 TL 5.49 PV 0.0 Pipe: 29 -22.3 1.049 PL 1.00 PF 0.5 44S 9.0 5.6 15.8 22.3 7.9 100 FTG E PE -0.4 44 10.0 0.0 15.9 0.0 0.193 TL 2.02 PV 0.0 Pipe: 30 22.3 1.080 PL 7.92 PF 2.2 44 10.0 0.0 15.9 0.0 7.9 100 FTG T PE 0.0 A13 10.0 0.0 18.2 0.0 0.193 TL 11.49 PV 0.0 Pipe: 31 39.6 3.314 PL 5.02 PF 0.0 A6 10.0 0.0 14.8 0.0 1.5 100 FTG ---- PE 0.0 A7 10.0 0.0 14.8 0.0 0.002 TL 5.02 PV 0.0 Pipe: 32 80.5 3.314 PL 10.67 PF 0.1 A7 10.0 0.0 14.8 0.0 3.0 100 FTG ---- PE 0.0 A8 10.0 0.0 14.9 0.0 0.009 TL 10.67 PV 0.0 Pipe: 33 121.6 3.314 PL 13.33 PF 0.3 A8 10.0 0.0 14.9 0.0 4.6 100 FTG ---- PE 0.0 A9 10.0 0.0 15.1 0.0 0.019 TL 13.33 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 6/27/ 6 JOB TITLE: LIGHT LINK RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 34 163.0 3.314 PL 10.67 PF 0.3 A9 10.0 0.0 15.1 0.0 6.1 100 FTG ---- PE 0.0 A10 10.0 0.0 15.5 0.0 0.033 TL 10.67 PV 0.0 Pipe: 35 204.8 3.314 PL 13.33 PF 0.7 A10 10.0 0.0 15.5 0.0 7.7 100 FTG ---- PE 0.0 All 10.0 0.0 16.1 0.0 0.050 TL 13.33 PV 0.0 Pipe: 36 247.6 3.314 PL 10.67 PF 0.8 All 10.0 0.0 16.1 0.0 9.3 100 FTG ---- PE 0.0 Al2 10.0 0.0 16.9 0.0 0.071 TL 10.67 PV 0.0 Pipe: 37 291.3 3.314 PL 13.33 PF 1.3 Al2 10.0 0.0 16.9 0.0 10.9 100 FTG ---- PE 0.0 A13 10.0 0.0 18.2 0.0 0.095 TL 13.33 PV 0.0 Pipe: 38 313.5 3.314 PL 72.54 PF 10.1 A13 10.0 0.0 18.2 0.0 11.8 100 FTG4E+45L PE 0.0 W 10.0 0.0 28.3 0.0 0.109 TL 92.53 PV 0.0 EE m a a 000 500 3 cv 0 R-6 m072 E U) 0) 0. 0.0.0) 000 O OC M C Link Light Rail Job Name: Location: Drawing Date: Contractor: Drawing Date:03-10-06 6/27/06 16: 3 HYDRAULIC DESIGN INFORMATION SHEET Link Light Rail 154th Street Station Tukwila, WA 03-10-06 McKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire U1)0144Z OLATraVtA4 Cf50-LA2A Remote Area Number: 1 Telephone:832-8078 Occupancy:Ordinary Hazard -GRI Department SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ft1 0.150 130.0 sq ftl 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: DS -1 K -Factor: 5.60 Temperature Rating: 135 CALCULATION SUMMARY 17 Flowing Outlets gpm Required: 627.8 psi Required: 82.5 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 367 Gallons Notes: Link Light Rail Drawing Date:03-10-06 6/27/06 16: 3 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W Required at 7 4" Grvd 90 Ell 1 Pipe 4" 40x21 2 4" Grvd Tee 1 4" FG Dry Valve CSC "AG" 2 4" Grvd Butterfly Valve CSC "BFV" 1 6" Flngd Back Flow Valve Watts "709 3 6" Grvd 90 Ell 1 Pipe 6" 10x21 CSC Grvd 4 6" MJ 90 Ell 1 Pipe 6" DIx18 Cl 52 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hyd Area 1 70' 100 150' 100 40' 100 CHART LOSS 28' 120 CHART LOSS 42' 120 30' 120 56' 120 100' 140 Fixed Flow Flow Loss Elevation Change 47'0" 378 4.026 378 4.3 4.026 378 9.0 4.026 378 2.5 378 0.3 4.026 378 1.2 378 4.0 6.065 378 0.3 6.357 378 0.1 6.065 378 0.3 6.590 378 0.3 250 gpm 20.4 39.8 psi Hydr Ref R1 Required at Source 628 82.5 psi Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm 628 gpm 98.7 psi SAFETY PRESSURE 16.2 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 98.7 psi Exceeds Required Pressure of 82.5 psi This is a safety margin of 16.2 psi or 16 % of Supply Maximum Water Velocity is 13.1 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: Link Light Rail WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 98.7 627.8 82.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 627.8 GPM 250.0 GPM 250.0 GPM 377.8 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 9.5 10.3 iS 8.5 K= 5.60 10.3 18.0 2 9.5 - - - - 10.3 2S 8.5 K= 5.60 10.4 18.0 3 9.5 11.6 3S 8.5 K= 5.60 11.3 18.8 4 9.5 11.6 4S 8.5 K= 5.60 11.3 18.8 5 9.5 - - - - 12.6 5S 8.5 K= 5.60 12.2 19.6 6 9.5 - - - - 12.6 6S 8.5 K= 5.60 12.2 19.6 7 9.5 14.2 7S 8.5 K= 5.60 13.7 20.7 8 9.5 - - - - 14.2 - - - 8S 8.5 K= 5.60 13.8 20.8 9 9.5 17.0 - - - 9S 8.5 K= 5.60 16.4 22.7 10 9.5 - - - - 17.1 10S 8.5 K= 5.60 16.5 22.7 11 9.5 18.1 11S 8.5 K= 5.60 17.4 23.4 12 9.5 18.2 12S 8.5 K= 5.60 17.5 23.4 13 9.5 - - - - 19.7 - - - 13S 8.5 K= 5.60 19.0 24.4 14 9.5 - - - - 19.8 - - - 14S 8.5 K= 5.60 19.1 24.4 15 9.5 - - - - 23.6 - - - 15S 11.0 K= 5.60 21.5 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: Link Light Rail NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 16 9.5 16S 11.0 17 9.5 17S 11.0 Al 9.5 W 6.5 K. 5.60 K= 5.60 TOP OF RISER 26.1 23.8 29.5 27.0 22.0 39.8 27.3 29.1 377.8 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -18.0 1.049 PL 1.00 PF 0.4 1S 8.5 5.6 10.3 18.0 6.7 100 FTG E PE -0.4 1 9.5 0.0 10.3 0.0 0.130 TL 2.02 PV 0.0 Pipe: 2 18.0 1.080 PL 10.23 PF 1.3 1 9.5 0.0 10.3 0.0 6.4 100 FTG ---- PE 0.0 3 9.5 0.0 11.6 0.0 0.130 TL 10.23 PV 0.0 Pipe: 3 -18.0 1.049 PL 1.00 PF 0.4 2S 8.5 5.6 10.4 18.0 6.8 100 FTG E PE -0.4 2 9.5 0.0 10.3 0.0 0.131 TL 2.02 PV 0.0 Pipe: 4 18.0 1.080 PL 10.23 PF 1.3 2 9.5 0.0 10.3 0.0 6.4 100 FTG ---- PE 0.0 4 9.5 0.0 11.6 0.0 0.131 TL 10.23 PV 0.0 Pipe: 5 -18.8 1.049 PL 1.00 PF 0.7 3S 8.5 5.6 11.3 18.8 7.1 100 FTG T PE -0.4 3 9.5 0.0 11.6 0.0 0.134 TL 3.55 PV 0.0 Pipe: 6 36.8 1.408 PL 7.19 PF 1.0 3 9.5 0.0 11.6 0.0 7.7 100 FTG ---- PE 0.0 5 9.5 0.0 12.6 0.0 0.134 TL 7.19 PV 0.0 Pipe: 7 -18.8 1.049 PL 1.00 PF 0.7 4S 8.5 5.6 11.3 18.8 7.1 100 FTG T PE -0.4 4 9.5 0.0 11.6 0.0 0.135 TL 3.55 PV 0.0 Pipe: 8 36.9 1.408 PL 7.19 PF 1.0 4 9.5 0.0 11.6 0.0 7.7 100 FTG ---- PE 0.0 6 9.5 0.0 12.6 0.0 0.135 TL 7.19 PV 0.0 Pipe: 9 -19.6 1.049 PL 1.00 PF 0.8 5S 8.5 5.6 12.2 19.6 7.3 100 FTG T PE -0.4 5 9.5 0.0 12.6 0.0 0.141 TL 3.55 PV 0.0 Pipe: 10 56.4 1.639 PL 11.33 PF 1.6 5 9.5 0.0 12.6 0.0 8.7 100 FTG --- PE 0.0 7 9.5 0.0 14.2 0.0 0.141 TL 11.33 PV 0.0 Pipe: 11 -19.6 1.049 PL 1.00 PF 0.8 6S 8.5 5.6 12.2 19.6 7.3 100 FTG T PE -0.4 6 9.5 0.0 12.6 0.0 0.142 TL 3.55 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 56.5 1.639 PL 11.33 PF 1.6 6 9.5 0.0 12.6 0.0 8.7 100 FTG ---- PE 0.0 8 9.5 0.0 14.2 0.0 0.142 TL 11.33 PV 0.0 Pipe: 13 -20.7 1.049 PL 1.00 PF 0.9 7S 8.5 5.6 13.7 20.7 7.8 100 FTG T PE -0.4 7 9.5 0.0 14.2 0.0 0.252 TL 3.55 PV 0.0 Pipe: 14 77.1 1.639 PL 11.33 PF 2.9 7 9.5 0.0 14.2 0.0 11.8 100 FTG ---- PE 0.0 9 9.5 0.0 17.0 0.0 0.252 TL 11.33 PV 0.0 Pipe: 15 -20.8 1.049 PL 1.00 PF 0.9 8S 8.5 5.6 13.8 20.8 7.8 100 FTG T PE -0.4 8 9.5 0.0 14.2 0.0 0.253 TL 3.55 PV 0.0 Pipe: 16 77.3 1.639 PL 11.33 PF 2.9 8 9.5 0.0 14.2 0.0 11.9 100 FTG ---- PE 0.0 10 9.5 0.0 17.1 0.0 0.253 TL 11.33 PV 0.0 Pipe: 17 -22.7 1.049 PL 1.00 PF 1.0 9S 8.5 5.6 16.4 22.7 8.5 100 FTG T PE -0.4 9 9.5 0.0 17.0 0.0 0.096 TL 3.55 PV 0.0 Pipe: 18 99.8 2.203 PL 11.33 PF 1.1 9 9.5 0.0 17.0 0.0 8.5 100 FTG ---- PE 0.0 11 9.5 0.0 18.1 0.0 0.096 TL 11.33 PV 0.0 Pipe: 19 -22.7 1.049 PL 1.00 PF 1.1 10S 8.5 5.6 16.5 22.7 8.5 100 FTG T PE -0.4 10 9.5 0.0 17.1 0.0 0.096 TL 3.55 PV 0.0 Pipe: 20 100.0 2.203 PL 11.33 PF 1.1 10 9.5 0.0 17.1 0.0 8.5 100 FTG ---- PE 0.0 12 9.5 0.0 18.2 0.0 0.096 TL 11.33 PV 0.0 Pipe: 21 -23.4 1.049 PL 1.00 PF 1.1 11S 8.5 5.6 17.4 23.4 8.8 100 FTG T PE -0.4 11 9.5 0.0 18.1 0.0 0.142 TL 3.55 PV 0.0 Pipe: 22 123.1 2.203 PL 11.58 PF 1.6 11 9.5 0.0 18.1 0.0 10.5 100 FTG ---- PE 0.0 13 9.5 0.0 19.7 0.0 0.142 TL 11.58 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 23 -23.4 1.049 PL 1.00 PF 1.1 12S 8.5 5.6 17.5 23.4 8.8 100 FTG T PE -0.4 12 9.5 0.0 18.2 0.0 0.142 TL 3.55 PV 0.0 Pipe: 24 123.4 2.203 PL 11.59 PF 1.7 12 9.5 0.0 18.2 0.0 10.5 100 FTG ---- PE 0.0 14 9.5 0.0 19.8 0.0 0.142 TL 11.59 PV 0.0 Pipe: 25 -24.4 1.049 PL 1.00 PF 1.2 13S 8.5 5.6 19.0 24.4 9.1 100 FTG T PE -0.4 13 9.5 0.0 19.7 0.0 0.114 TL 3.55 PV 0.0 Pipe: 26 147.5 2.469 PL 7.08 PF 2.3 13 9.5 0.0 19.7 0.0 10.0 100 FTG E+T PE 0.0 Al 9.5 0.0 22.0 0.0 0.114 TL 19.92 PV 0.0 Pipe: 27 -24.4 1.049 PL 1.00 PF 1.2 14S 8.5 5.6 19.1 24.4 9.2 100 FTG T PE -0.4 14 9.5 0.0 19.8 0.0 0.114 TL 3.55 PV 0.0 Pipe: 28 147.8 2.469 PL 6.29 PF 2.2 14 9.5 0.0 19.8 0.0 10.0 100 FTG E+T PE 0.0 Al 9.5 0.0 22.0 0.0 0.114 TL 19.13 PV 0.0 Pipe: 29 295.4 3.314 PL 16.51 PF 1.6 Al 9.5 0.0 22.0 0.0 11.1 100 FTG ---- PE 0.0 15 9.5 0.0 23.6 0.0 0.098 TL 16.51 PV 0.0 Pipe: 30 -26.0 1.049 PL 1.50 PF 1.5 15S 11.0 5.6 21.5 26.0 9.7 100 FTG T PE 0.6 15 9.5 0.0 23.6 0.0 0.115 TL 4.05 PV 0.0 Pipe: 31 321.3 3.314 PL 16.96 PF 2.5 15 9.5 0.0 23.6 0.0 12.1 100 FTG E PE 0.0 16 9.5 0.0 26.1 0.0 0.115 TL 21.95 PV 0.0 Pipe: 32 -27.3 1.049 PL 1.50 PF 1.7 16S 11.0 5.6 23.8 27.3 1.0 100 FTG T PE 0.6 16 9.5 0.0 26.1 0.0 0.133 TL 4.05 PV 0.0 Pipe: 33 348.7 3.314 PL 20.54 PF 3.4 16 9.5 0.0 26.1 0.0 13.1 100 FTG E PE 0.0 17 9.5 0.0 29.5 0.0 0.133 TL 25.54 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 6/27/ 6 JOB TITLE: Link Light Rail PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 34 -29.1 1.049 PL 1.50 PF 1.9 17S 11.0 5.6 27.0 29.1 0.6 100 FTG T PE 0.6 17 9.5 0.0 29.5 0.0 0.043 TL 4.05 PV 0.0 Pipe: 35 377.8 4.310 PL161.44 PF 9.0 17 9.5 0.0 29.5 0.0 8.4 100 FTG 7E PE 1.3 W 6.5 0.0 39.8 0.0 0.043 TL209.26 PV 0.0 ' LINK LIGHT RAIL Job Name: Location: Drawing Date: Contractor: Drawing Date:03-10-06 HYDRAULIC DESIGN INFORMATION SHEET LINK LIGHT RAIL 154th Street Station Tukwila, WA 03-10-06 McKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire 6/27/06 15:36 P( �St-D� k)� t (1=f'- qW Z-) Remote Area Number: 1 Telephone:206-832-8078 Occupancy:Ordinary Department Hazard GRI SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. WHIO1Z-60,0q ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 130.0 sq ft) Hose Allowance Inside 0 gpm Hose Allowance Outside 250 gpm Sprinkler or Nozzle Make: TYCO Model: TY -Fa. , K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 381.3 psi Required: 51.9 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 53 Gallons Notes: LINK LIGHT RAIL Drawing Date:03-10-06 6/27/06 15:36 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W Require 3 2W' Grvd 90 Ell 1 4" Grvd Tee 1 2%" Grvd Deluge Valve Generic 1 2%" FG Dry Valve 1 2%" Grvd Butterfly Valve Milwa 1 6" Flngd Back Flow Valve Watts 3 6" Grvd 90 Ell 1 Pipe 6" 10x21 CSC Grvd 4 6" MJ 90 Ell 1 Pipe 6" DIx18 Cl 52 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS d at Hyd Area 1 18' 100 20' 100 NFPA 14' 100 0' 0 uk "B 7' 120 "709 CHART LOSS 42' 120 30' 120 56' 120 100' 140 Fixed Flow Flow Loss Elevation Change 9'0" Hydr Ref R1 Required at Water Source102.4 psi static, 27.4 psi 2.469 4.026 2.469 2.469 2.469 6.065 6.357 6.065 6.590 131 131 131 131 131 131 131 131 131 131 131 250 1.6 0.2 1.3 0.0 0.5 3.1 0.0 0.0 0.0 0.0 gpm 3.9 41.3 psi Source 381 51.9 psi residual @ 3200 gpm 381 gpm 100.9 psi SAFETY PRESSURE 49.0 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 100.9 psi Exceeds Required Pressure of 51.9 psi This is a safety margin of 49.0 psi or 49 % of Supply Maximum Water Velocity is 14.0 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 100.9 381.3 51.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 381.3 GPM 250.0 GPM 250.0 GPM 131.3 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 8.5 - - - - 16.4 - - - 1S 8.0 K= 5.60 16.2 22.5 2 8.5 - - - - 14.7 - - - 2S 8.0 K= 5.60 14.5 21.3 3 8.5 - - - - 18.1 3S 8.0 K= 5.60 17.4 23.3 4 8.5 - - - - 19.4 - - - 4S 8.0 K= 5.60 18.5 24.1 5 8.5 K= 5.60 12.1 19.5 6 8.5 K= 5.60 13.3 20.4 30 8.5 - - - - 20.6 - - - 31 8.5 16.6 A6 36.5 - - - - 29.7 - - - W 20.5 TOP OF RISER 41.3 131.3 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -22.5 1.049 PL 0.50 PF 0.4 1S 8.0 5.6 16.2 22.5 8.0 100 FTG E PE -0.2 1 8.5 0.0 16.4 0.0 0.197 TL 1.52 PV 0.0 Pipe: 2 22.5 1.080 PL 0.70 PF 0.1 1 8.5 0.0 16.4 0.0 8.0 100 FTG ---- PE 0.0 31 8.5 0.0 16.6 0.0 0.197 TL 0.70 PV 0.0 Pipe: 3 -21.3 1.049 PL 0.50 PF 0.4 2S 8.0 5.6 14.5 21.3 8.0 100 FTG E PE -0.2 2 8.5 0.0 14.7 0.0 0.178 TL 1.52 PV 0.0 Pipe: 4 21.3 1.080 PL 6.99 PF 1.9 2 8.5 0.0 14.7 0.0 7.5 100 FTG T PE 0.0 31 8.5 0.0 16.6 0.0 0.178 TL 10.56 PV 0.0 Pipe: 5 43.9 1.408 PL 8.42 PF 1.6 31 8.5 0.0 16.6 0.0 9.1 100 FTG ---- PE 0.0 3 8.5 0.0 18.1 0.0 0.186 TL 8.42 PV 0.0 Pipe: 6 -23.3 1.049 PL 0.50 PF 1.0 3S 8.0 5.6 17.4 23.3 4.9 100 FTG T PE -0.2 3 8.5 0.0 18.1 0.0 0.409 TL 3.05 PV 0.0 Pipe: 7 67.2 1.408 PL 1.79 PF 2.5 3 8.5 0.0 18.1 0.0 14.0 100 FTG T PE 0.0 30 8.5 0.0 20.6 0.0 0.409 TL 6.07 PV 0.0 Pipe: 8 -24.1 1.049 PL 0.50 PF 1.0 4S 8.0 5.6 18.5 24.1 9.0 100 FTG T PE -0.2 4 8.5 0.0 19.4 0.0 0.179 TL 3.05 PV 0.0 Pipe: 9 64.1 1.639 PL 6.99 PF 1.2 4 8.5 0.0 19.4 0.0 9.8 100 FTG ---- PE 0.0 30 8.5 0.0 20.6 0.0 0.179 TL 6.99 PV 0.0 Pipe: 10 39.9 1.408 PL 25.78 PF 6.0 6 8.5 5.6 13.3 20.4 8.3 100 FTG 6E PE 0.0 4 8.5 0.0 19.4 0.0 0.156 TL 38.63 PV 0.0 Pipe: 11 19.5 1.080 PL 7.99 PF 1.2 5 8.5 5.6 12.1 19.5 6.9 100 FTG ---- PE 0.0 6 8.5 5.6 13.3 20.4 0.151 TL 7.99 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 131.3 2.203 PL100.79 PF 21.2 30 8.5 0.0 20.6 0.0 11.2 100 FTG 7E+T PE -12.1 A6 36.5 0.0 29.7 0.0 0.160 TL132.90 PV 0.0 Pipe: 13 131.3 2.703 PL 60.65 PF 4.7 A6 36.5 0.0 29.7 0.0 7.4 100 FTG 5E PE 6.9 W 20.5 0.0 41.3 0.0 0.059 TL 79.21 PV 0.0 • • EE mam C rn a) 00 ?i N 0 Q � y N 0 " S 5.O _ E ._ U) a v) a o a O. - O U) M NI - "15 L z 3a) Cri m7d m I_ o m eta1-co _E U) U) 0. 0.0.0) 000 ci 0 O N M a) L a) ") N y a) y m 0 a d .V .0 m ( .r to .+ 0 a) 0 m cnCCu.o • 250 gpm hose 0 0 N •O o 00 N r v d 0 0 U) 0 0 v 0 0 M O U) N 0 0 N 0 r 0 0 r .LINK LIGHT RAIL Job Name: Location: Drawing Date: Contractor: Drawing Date:03-10-06 HYDRAULIC DESIGN INFORMATION SHEET LINK LIGHT RAIL 154th Street Station Tukwila, WA 03-10-06 McKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire Department 6/27/06. 15:33 ktt2 rNt. fbLD S CFRMvii Remote Area Number: 2 Telephone:206-832-8078 Occupancy:Ordinary Hazard GRI SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside tOkolt ft1D I ft 0.150 256.0 sq ftl 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: DS -2 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 11 Flowing Outlets gpm Required: 528.2 psi Required: 85.9 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Source of Information: SYSTEM VOLUME 53 Gallons Notes: .LINK LIGHT RAIL 4. Drawing Date:03-10-06 6/27/06 15:33 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W 3 23" Grvd 90 Ell 1 4" Grvd Tee 1 2%" Grvd Deluge Valve Generic 1 2%" FG Dry Valve 1 2%" Grvd Butterfly Valve 1 6" Flngd Back Flow Valve 3 6" Grvd 90 Ell 1 Pipe 6" 10x21 CSC Grvd 4 6" MJ 90 Ell 1 Pipe 6" DIx18 Cl 52 Required HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS at Hyd Area 2 18' 100 20' 100 NFPA 14' 100 0' 0 Milwauk "B 7' 120 Watts "709 CHART LOSS 42' 120 30' 120 56' 120 100' 140 Fixed Flow Flow Loss Elevation Change 33'0" 278 2.469 278 6.2 4.026 278 0.7 2.469 278 5.1 2.469 278 0.0 2.469 278 1.8 278 3.4 6.065 278 0.1 6.357 278 0.1 6.065 278 0.2 6.590 278 0.2 250 gpm 14.3 53.7 psi Hydr Ref R1 Required at Source 528 85.9 psi Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm 528 gpm 99.7 psi SAFETY PRESSURE 13.8 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 99.7 psi Exceeds Required Pressure of 85.9 psi This is a safety margin of 13.8 psi or 14 % of Supply Maximum Water Velocity is 19.6 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ"D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 99.7 528.2 85.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 528.2 GPM 250.0 GPM 250.0 GPM 278.2 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 20 33.5 21 33.5 22 33.5 23 33.5 24 34.0 24S 33.0 25 34.0 25S 33.0 26 33.5 27 33.5 28 33.5 Al 33.5 A2 33.5 A3 33.5 A4 33.5 A5 33.5 A6 36.5 W 20.5 K= 5.60 K= 5.60 K= 5.60 K= 11.20 K= 5.60 K= 11.20 K= 11.20 K= 5.60 K= 11.20 TOP OF RISER 12.1 19.5 12.8 20.0 13.9 20.9 14.9 43.2 12.5 12.5 19.8 13.6 11.3 37.6 19.2 49.0 15.6 22.1 16.8 45.9 15.2 16.9 18.5 21.7 22.5 28.0 53.7 278.2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 19.5 1.080 PL 4.50 PF 0.7 20 33.5 5.6 12.1 19.5 6.9 100 FTG ---- PE 0.0 21 33.5 5.6 12.8 20.0 0.151 TL 4.50 PV 0.0 Pipe: 2 39.5 1.408 PL 6.96 PF 1.1 21 33.5 5.6 12.8 20.0 8.2 100 FTG ---- PE 0.0 22 33.5 5.6 13.9 20.9 0.153 TL 6.96 PV 0.0 Pipe: 3 60.4 1.408 PL 4.08 PF 1.4 22 33.5 5.6 13.9 20.9 12.6 100 FTG ---- PE 0.0 Al 33.5 0.0 15.2 0.0 0.336 TL 4.08 PV 0.0 Pipe: 4 43.2 1.408 PL 6.91 PF 2.0 23 33.5 11.2 14.9 43.2 9.0 100 FTG T PE 0.0 A2 33.5 0.0 16.9 0.0 0.181 TL 11.19 PV 0.0 Pipe: 5 -19.8 1.049 PL 1.00 PF 0.4 24S 33.0 5.6 12.5 19.8 7.0 100 FTG E PE -0.4 24 34.0 0.0 12.5 0.0 0.155 TL 2.02 PV 0.0 Pipe: 6 19.8 1.080 PL 6.91 PF 1.1 24 34.0 0.0 12.5 0.0 7.0 100 FTG ---- PE 0.0 25 34.0 0.0 13.6 0.0 0.155 TL 6.91 PV 0.0 Pipe: 7 -37.6 1.049 PL 1.00 PF 2.7 25S 33.0 11.2 11.3 37.6 7.8 100 FTG T PE -0.4 25 34.0 0.0 13.6 0.0 0.306 TL 3.55 PV 0.0 Pipe: 8 57.4 1.408 PL 9.12 PF 4.8 25 34.0 0.0 13.6 0.0 12.0 100 FTG E+T PE 0.2 A3 33.5 0.0 18.5 0.0 0.306 TL 15.55 PV 0.0 Pipe: 9 49.0 1.408 PL 6.91 PF 2.6 26 33.5 11.2 19.2 49.0 10.2 100 FTG T PE 0.0 A4 33.5 0.0 21.7 0.0 0.228 TL 11.19 PV 0.0 Pipe: 10 22.1 1.080 PL 6.28 PF 1.2 27 33.5 5.6 15.6 22.1 7.8 100 FTG ---- PE 0.0 28 33.5 11.2 16.8 45.9 0.191 TL 6.28 PV 0.0 Pipe: 11 68.1 1.408 PL 9.25 PF 5.7 28 33.5 11.2 16.8 45.9 14.2 100 FTG T PE 0.0 A5 33.5 0.0 22.5 0.0 0.419 TL 13.53 PV 0.0 w • o� O. ”.,in >444 In I - v G 0 0 V% EE a) o C2 Q CJ) 0) R O O 3 N 0 Qm ma) : O U) 0 2 G0 •_E wv)0. 0. 0) O O O O O) N M N L c J 0 LLCO hi N I 0 L Q Jul O O O V CV O I a a z 250 gpm hose • O CO O CO O O N O to PS to PS CD O O CD O to to ti O 0 M to N N O t.0 LINK LIGHT RAIL Job Name: Location: Drawing Date: Contractor: Drawing Date:03-10-06 HYDRAULIC DESIGN INFORMATION SHEET LINK LIGHT RAIL 154TH St. Station Tukwila, WA 03-10-06 McKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Designer: Loretta Stokes Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Concrete/Steel Reviewing Authorities:Tukwila Fire 6/27/06 15:42 PLA b LJN L (FP- 61 v'1) Remote Area Number: 2 Telephone:206-832-8078 Occupancy:Ordinary Hazard GRI Department SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ftl 0.150 120.0 sq ftl 0 gpm 250 gpm Sprinkler or Nozzle Make: TYCO Model: TY -g$: K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 17 Flowing Outlets gpm Required: 636.5 psi Required: 74.5 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 95.0 psi Residual Pres 20.0 psi At a Flow of 3200 gpm Elevation 17'0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Source of Information: SYSTEM VOLUME 235 Gallons Notes: LINK LIGHT RAIL Drawing Date:03-10-06 6/27/06 15:42 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W Required at 3 4" Grvd 90 Ell 1 Pipe 4" 40x21 2 4" Grvd Tee 1 4" FG Dry Valve CSC "AG" 1 4" Grvd Butterfly Valve CSC "BFV" 1 6" Flngd Back Flow Valve Watts "70 3 6" Grvd 90 Ell 1 Pipe 6" 10x21 CSC Grvd 4 6" MJ 90 Ell 1 Pipe 6" DIx18 Cl 52 HYDRAULIC LENGTH C ID Hyd Area 2 30' 100 4.026 50' 100 4.026 40' 100 4.026 CHART LOSS 14' 120 4.026 9 CHART LOSS 42' 120 6.065 30' 120 6.357 56' 120 6.065 100' 140 6.590 Fixed Flow Flow Loss Elevation Change 23'0" FLOW gpm 387 387 387 387 387 387 387 387 387 387 387 250 LOSS psi TOTALS 50.8 psi 1.9 3.1 2.6 0.3 0.6 4.1 0.3 0.1 0.4 0.3 gpm 10.0 Hydr Ref Ri Required at Source 637 74.5 psi Water Source102.4 psi static, 27.4 psi residual @ 3200 gpm 637 gpm 98.6 psi SAFETY PRESSURE 24.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 17'0" flow test to point of connection Available Pressure of 98.6 psi Exceeds Required Pressure of 74.5 psi This is a safety margin of 24.1 psi or 24 % of Supply Maximum Water Velocity is 16.6 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 95.0 20.0 3200.0 98.6 636.5 74.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE TOTAL HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 636.5 GPM 250.0 GPM 250.0 GPM 386.5 GPM Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 30 24.0 K= 5.60 10.3 18.0 31 24.0 K= 5.60 10.6 18.2 32 24.0 K= 5.60 11.5 19.0 33 24.0 K= 5.60 12.5 19.8 34 24.0 K= 5.60 12.7 19.9 35 24.0 K= 5.60 13.9 20.9 36 24.0 K= 5.60 14.5 21.3 37 24.0 K= 5.60 16.2 22.5 38 24.0 K= 5.60 19.7 24.9 39 24.0 K= 5.60 16.6 22.8 40 24.0 K= 5.60 21.3 25.9 41 24.0 K= 5.60 20.6 25.4 42 24.0 K= 5.60 23.6 27.2 43 17.0 K= 5.60 21.9 26.2 44 17.0 K= 5.60 22.4 26.5 45 17.0 K= 5.60 19.7 24.9 46 17.0 K= 5.60 17.1 23.2 50 24.0 29.2 51 17.0 24.9 Al 23.0 31.1 A2 23.0 44.7 A3 23.0 48.9 W 23.0 TOP OF RISER 50.8 386.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 18.0 1.080 PL 8.75 PF 1.1 30 24.0 5.6 10.3 18.0 6.4 100 FTG ---- PE 0.0 32 24.0 5.6 11.5 19.0 0.130 TL 8.75 PV 0.0 Pipe,: 2 18.2 1.080 PL 14.00 PF 1.9 31 24.0 5.6 10.6 18.2 6.4 100 FTG ---- PE 0.0 33 24.0 5.6 12.5 19.8 0.133 TL 14.00 PV 0.0 Pipe: 3 37.0 1.408 PL 8.75 PF 1.2 32 24.0 5.6 11.5 19.0 7.7 100 FTG ---- PE 0.0 34 24.0 5.6 12.7 19.9 0.135 TL 8.75 PV 0.0 Pipe: 4 38.0 1.408 PL 14.00 PF 2.0 33 24.0 5.6 12.5 19.8 7.9 100 FTG ---- PE 0.0 36 24.0 5.6 14.5 21.3 0.143 TL 14.00 PV 0.0 Pipe: 5 56.9 1.639 PL 8.75 PF 1.3 34 24.0 5.6 12.7 19.9 8.7 100 FTG ---- PE 0.0 35 24.0 5.6 13.9 20.9 0.144 TL 8.75 PV 0.0 Pipe: 6 77.8 1.639 PL 8.75 PF '2.2 35 24.0 5.6 13.9 20.9 11.9 100 FTG ---- PE 0.0 37 24.0 5.6 16.2 22.5 0.256 TL 8.75 PV 0.0 Pipe: 7 59.3 1.639 PL 14.00 PF 2.2 36 24.0 5.6 14.5 21.3 9.1 100 FTG ---- PE 0.0 39 24.0 5.6 16.6 22.8 0.155 TL 14.00 PV 0.0 Pipe: 8 100.3 1.639 PL 8.75 PF 3.6 37 24.0 5.6 16.2 22.5 15.4 100 FTG ---- PE 0.0 38 24.0 5.6 19.7 24.9 0.410 TL 8.75 PV 0.0 Pipe: 9 125.2 2.104 PL 8.75 PF 1.6 38 24.0 5.6 19.7 24.9 11.7 100 FTG ---- PE 0.0 40 24.0 5.6 21.3 25.9 0.183 TL 8.75 PV 0.0 Pipe: 10 82.1 1.639 PL 14.00 PF 4.0 39 24.0 5.6 16.6 22.8 12.6 100 FTG ---- PE 0.0 41 24.0 5.6 20.6 25.4 0.283 TL 14.00 PV 0.0 Pipe: 11 151.0 2.104 PL 8.75 PF 2.3 40 24.0 5.6 21.3 25.9 14.1 100 FTG ---- PE 0.0 42 24.0 5.6 23.6 27.2 0.259 TL 8.75 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 6/27/ 6 JOB TITLE: LINK LIGHT RAIL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 107.5 1.639 PL 9.96 PF 8.6 41 24.0 5.6 20.6 25.4 16.5 100 FTG E+T PE 0.0 50 24.0 0.0 29.2 0.0 0.466 TL 18.53 PV 0.0 Pipe: 13 178.2 2.104 PL 5.30 PF 5.6 42 24.0 5.6 23.6 27.2 16.6 100 FTG E+T PE 0.0 50 24.0 0.0 29.2 0.0 0.352 TL 16.00 PV 0.0 Pipe: 14 26.2 1.080 PL 7.99 PF 3.0 43 17.0 5.6 21.9 26.2 9.3 100 FTG T PE 0.0 51 17.0 0.0 24.9 0.0 0.260 TL 11.56 PV 0.0 Pipe: 15 74.6 1.639 PL 4.51 PF 2.4 44 17.0 5.6 22.4 26.5 11.4 100 FTG T PE 0.0 51 17.0 0.0 24.9 0.0 0.237 TL 10.22 PV 0.0 Pipe: 16 48.0 1.408 PL 12.50 PF 2.7 45 17.0 5.6 19.7 24.9 10.0 100 FTG ---- PE 0.0 44 17.0 5.6 22.4 26.5 0.220 TL 12.50 PV 0.0 Pipe: 17 23.2 1.080 PL 12.50 PF 2.6 46 17.0 5.6 17.1 23.2 8.2 100 FTG ---- PE 0.0 45 17.0 5.6 19.7 24.9 0.208 TL 12.50 PV 0.0 Pipe: 18 285.8 3.314 PL 11.01 PF 1.5 50 24.0 0.0 29.2 0.0 10.7 100 FTG E PE 0.4 Al 23.0 0.0 31.1 0.0 0.092 TL 16.00 PV 0.0 Pipe: 19 100.7 1.639 PL 10.07 PF 8.9 51 17.0 0.0 24.9 0.0 15.5 100 FTG 2E+T PE -2.6 Al 23.0 0.0 31.1 0.0 0.413 TL 21.49 PV 0.0 Pipe: 20 386.5 3.314 PL 63.96 PF 13.5 Al 23.0 0.0 31.1 0.0 14.5 100 FTG 4E PE 0.0 A2 23.0 0.0 44.7 0.0 0.161 TL 83.95 PV 0.0 Pipe: 21 386.5 4.260 PL 74.16 PF 4.2 A2 23.0 0.0 44.7 0.0 8.8 100 FTG 2E PE 0.0 A3 23.0 0.0 48.9 0.0 0.047 TL 88.44 PV 0.0 Pipe: 22 386.5 4.310 PL 25.54 PF 2.0 A3 23.0 0.0 48.9 0.0 8.6 100 FTG 3E PE 0.0 W 23.0 0.0 50.8 0.0 0.045 TL 44.10 PV 0.0 • U1 O 01 w O O co v 01 A 01 0 -n O 1 N 01 co 3 — 'fl Co 0 0 0 0 0 0 N 0 J 0 C V r 0 3 Cr ♦V — �D�� •• In N r G) 0'(D C') cnC DTIC CD -03 O FD CD to C O) v CA -0O-0 000111 N-0 Cl) 3 �n0 v, a0 CD > 0 N 0 0 7 CO CO C -vaCD 3.9 01 0 Counterpart No. of Including Addenda Nos. through CPA No. Tukwila International Boulevard Transit Station - Comfort Station Addition Contract C01251 C18 ACC. 0 7 ,gi Without Commer; s 0 As Noted in Red D Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureaii frir conformance with current City standards. Accepcar.ce is subject to errors and omissions which ac: authorize violations. of adopted standards and oroinances. Tne resoonsioility for the adequacy of design ; esi:s totally with tr;L designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and wiil require a resubmittai of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 1C-17-- l °i By: Ale`l s I King County Department of Transportation Metro Transit Division Fire Permit Number I - To schedule inSeections call 206-575-4407 Volume 2 of 2 Contract Drawings September 2018 PAID ;T 312313 rUKWILA FIRE ec pg; Stamp Charles St KING COUNTY METRO TUKWILA INTERNATIONAL BOULEVARD STATION COMFORT STATION ADDITION 3651 SOUTHCENTER BLVD. TUKWILA, WA 98188 LOCATION MAP VICINITY MAP DRAWING INDEX PROJECT TEAM 9 CANADA .. GENERAL SHEET 8 G0.01 TITLE SHEET &PROJECT INFORMATION i PROPERTY SOUND TRANSIT OWNER: ELECTRICAL TRES WEST ENGINEERS ENGINEER: 2702 SOUTH 42ND STREET, SUITE 301 _ _ _ _ t RFI 1 INGHAM - APPLICANT- KING COUNTY METRO TRANSIT TACOMA WA98409 (253) 472-3300 PHONE; 4253) 472-3463 FAX KING COUNTY METRO �- Inpo DRIVERS COMFORT STATION , Mr. VERNON TUKWILA, WA - KING COUNTY METRO DRIVER'S COMFORT STATION TUKWILA INTERNATIONAL BLVD STATION 0 200' ARCHITECTURAL A0.01 CONSTRUCTION NOTES AND GENERAL INFORMATION 2 201 S. JACKSON STREET SEATTLE, WA 98104 M/B; KSC-TR-0431 CIVIL KPFF ENGINEER: 1601 STN AVE., SUITE 1600 BOR 14 C' TUKWILA, WA ® A1.01 ARCHITECTURAL SITE PLAN 3 ENLARGED SITE PLAN •4 208 263-8272 PHONE ( ) SEATTLE, WA 98101 (208) 822-5822 PHONE f EYERETr [rJ,�� ar ��BELLEYUE - / SPOKANE 4yVi,. s/"e.S' l.:•..:,: I O SCALE (IN FEET)A1.02 /•� VPoS$Ne^'n $ AEC0 t a SOUTHCENTER BLVD. CS 154TH ST. •.. �:. .•,-. .. .. .•, ..,r A1.03 DEMOLITION PLAN AND ELEVATIONS 5 A1.04 ARCHITECTURAL PLANS 6 A2.01' EXTERIOR AND INTERIOR ELEVATIONS 7 A2,02 EXTERIOR ELEVATIONS 8 A3.01 BUILDING SECTION AND DETAILS 9 A5,01 ROOF DETAILS 10 PROJECT STUDIO MENG STRAZZARA ARCHITECT: 2001 WESTERN AVE., SUITE 200 SEATTLE, WA 98121 (206) 587-3796 PHONE; (206) 587-0588 FAX MECHANICAL TRES WEST ENGINEERS ENGINEER: 2702 SOUTH 42ND STREET, SUITE 301 TACOMA WA 98409 STRUCTURAL KPFF ENGINEER: 1601 5TH AVE., SUITE 1600 SEATTLE, WA 98101 (208) 6225822 PHONE .13 / `.� \ I = (253) 972-3300 PHONE; (253)472.3483 FAX NSBURG0n1u,PpR„wl: .STRUCTURAL 0 P'�1'O"o11 S011 STRUCTURAL NOTES AND DRAWING LIST 11 p _ai �n f/,' 50.12 STRUCTURAL NOTES, ABBREVIATIONS, AND SYMBOLS 12 S0.13 STATEMENT OF SPECIAL INSPEC710NS 13YAKIMA S0.14 STATEMENT OF SPECIAL INSPECTIONS 14TY FOUNDATION AND ROOF FRAMING PLANS 15 P. RE F E RE N C i N G SYS T E M51.01 WASH N G T 0 N f } ,2 S5.01 TYPICALOLDCONCRETESTL TAILS 16 S5.01 COLD FORMED STEEL AND METAL DECK DETAILS 17 SECTION _-8 . OREGON N O so tBo a ER)$6.01 = G 3, �f , S5.02 COLD FORMED STEEL AND METAL DECK DETAILS 18 TYPICAL CMU DETAILS 19 MECHANICAL M0.01 MECHANICAL LEGEND, SCHEDULES, AND GENERAL NOTES 20 (1) THE IS CUT ON DRAWING A1.02: SECTION LETTER ELEVATION LETTER ® e lir „ 1 INCH = 50 MILES ' 1 Go gte N M1.02 FOUNDATION PLAN WASTENENT, DOMESTIC PIPING RISER DIAGRAM 22 M1.03 PLUMBING FLOOR & ABOVE CEILING PLANS, PLUMBING DETAILS 23 ELECTRICAL 05.01 DRAWING ON WHICH SECTION/ELEVATION APPEARS. ON DRAWING A105 THIS SECTION IS IDENTIFIED: 4 F1.01 ELECTRICAL POWER SITE PLAN P4 E1.02 ELECTRICAL POWER AND LIGHTING PLANS 25 (2) SECTION LETTER PROJECT INFORMATION AND EQUIPMENT SCHEDULES E8.01 ELECTRICAL ONE -LINE DIAGRAM AND DETAILS 26 SECTION B DRAWING ON WHICH SECTION E6.02 ELECTRICAL ONE -LINE DIAGRAM AND PANEL SCHEDULES 27 SCALE: 1"=1'-0" C1.01 T WAS TAKEN. PARCEL NUMBER. 004300-0300 LEGAL DESCRIPTION: ADAMS HOME TRS 3RD ADO TUKWILA SLA 8L05-023 REC SD ADD LESS HWY900006 OLESS HWY PER DEED 2010012000105319 OF ELKS ZONE: RC (REGIONAL COMMERCIAL) TUKWILA BOULEVARD A r Y.<1 ✓y, } '$u . .k +.,+L �^,' 7 41,''USE f _ r C DRAWING NUMBERING KEY PROJECT NARRATIVE:. EXISTING SITE OF THE INTERNATIONAL COMFORT OF A PERMANENT IAREA CIL 5,i±E3-Si D(J1HC`EN1ER BLVD 77 'IT t' TYNSTRON THE STATION PLATFORMUCTION STATION FACSTATION. ADDJACENT TO ' 7M+� ; .y1 • y4 +y r. -' a DISCIPLINE DESIGNATED CATEGORY THE JANITORIAL CLOSET, ATTACHED TO THE EXISTING BUILDING, STRUCTURE. LOT AREA 232,7355 F. (5.34 ACRES) BUILDING SUMMARY: OCCUPANCY GROUP U (UTILITY/MISCELLANEOUS) AREA 120 S.F TOTAL FOOTPRINT. TYPE IIA CONSTRUCTION, SPRINKLERED C T 1 - i I , _ c w„ ) a ) • r+ ,`.'`,jjgg ! + dw / (l 711 „', ' `�, ?I ,` I • •. = ' 12t • - 2 3 ,A 3 j w ' . R -� rM 4 L`+ - g r'� '� .. r x ". ` G GENERAL 0 GENERAL C CIVIL 1 PLANS L LANDSCAPE 2 ELEVATIONS A ARCHITECTURE 3 SECTIONS S STRUCTURAL 4 ENLARGED PLANS M MECHANICAL 5 DETAILS FP FIRE PROTECTION 6 SCHEDULES & DIAGRAMS E ELECTRICAL 7 USER DEFINED T TROLLEY 8 USER DEFINED 9 3D VIEWS ExiN1C - . AREA LOCATION _ •, - - STRUCTURE . Google , L.- (FOR PROJECTS WITH �.2 C 1.01 MULTIPLE LOCATIONS) r DISCIPLINE �/ -d.- KING COUNTY METRO DRIVERS COMFORT STATION TUKWILA INTERNATIONAL BLVD STATION TUKWILA, WA DESIGNATOR SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND SEPARATOR DESIGNATED CATEGORY 30% DESIGN REVIEW BKD JPG 04 / 2017 DESKIED PRO.ECT MANAMA SCALE METRO TRANSIT DIVISION DATE AS NOTED JULY 2018 60% DESIGN REVIEW BKD JPG 10 12017 6181 ^ St U d STUDIO MENG STRAllARA M. STANASZEK/ TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA. WA 98188 PERMIT SET BKD JPG 11/2017 REGISTERED ARC T l MENG GNAW APFRINED t trr) SITE LCCATKkIiA khg DRIVER'S COMFORT STATION 90% DESIGN REVIEW BKD JPG 3 /2018 l /'.►fY STRAZZARA B. GRn ER ! 7. V BID SET BKO JPG 7/2018 ''% J \'LES •AZZ •�' ARCHITECTURE 2001 Western Ave, Style 200 CIECkD YCPROACIt/bi" E00431EI6 ONE INCH AT FULL SIZE KI Cour �' TITLE SHEET AND aIAMIAIA- A STATE OF WASHINGTON PLANNING Seattle, WA 98121 J. GOEBEL I• Department of GU.01 No. ISSUED FORT REVISION BY *VD DATE CONSULTING T. 206.587 3797 f+<Cou\EILIED KC 0805613 No C01251C18 IF NOT ONE INCH, SCALE ACCORDINGLY Transportation PROJECT INFORMATION 9EE1 NJ CF 1 27 P \Prof2017\170402 Engineering Services for Comfort Station Implementation - TIBS\Drawings \O1 Working Drawings\170402 - E1.01 - ELECTRICAL SITE PLANS.dwg I Layout: E1.01 PLOTTED. Jul 09, 2018-11:32'20am By BCY %REFS Title Block-KCM TIBS.dwg, TWE - NEW LOG0,dwg; KC -T SRe Plan Reference.dwg; _KC -T -Plans DWG, DMM Wash Signed and with not for construction dwg; RA.dwg IMAGES SOUTHCENTER BLVD. Li 04 R■ ■ L . _.ID Er-) :2 1 v NEW DRIVER COMFORT STATION REFER TO ELECTRICAL ENLARGED PARTIAL SITE PLAN. o REFER TO ELECTRICAL ENLARGED PARTIAL SITE PLAN. EXISTING BUILDING STRUCTURE i/ST� T /06) ATF S76 SITE PLAN - ELECTRICAL POWER I C raI r. 1 SITE ELECTRICAL CONSTRUCTION NOTES: A. PROVIDE PULLBOXES, CONDUIT, WIRING, CONNECTIONS AS REQUIRED FOR COMFORT STATION POWER SERVICE. REFER TO ELECTRICAL ONE -LINE DIAGRAM PLAN. B. REMOVE EXISTING FIRE ALARM CONDUIT AND SPEAKER/STROBE BACK TO ACCESSIBLE SPACE. PROVIDE NEW WEATHERPROOF 1 -BOX AND REROUTE SPEAKER AND STROBE CIRCUITS TO NEW RELOCATED LOCATION. PROVIDE 1 -BOXES, CONDUIT, CABLING, AND CONNECTIONS FOR A COMPLETE OPERATIONAL SYSTEM. REMOVE EXISTING EXTERIOR LIGHT FIXTURE, CONDUIT, WIRING, AND CONNECTIONS BACK TO TOP OF COLUMN. PROVIDE NEW WEATHERPROOFJ-BOX AND REROUTE EXISTING EXTERIOR LIGHT FIXTURE CIRCUITS TO NEW RELOCATED LOCATION. EXTEND EXISTING LIGHT CIRCUIT TO NEW LOCATION OF RELOCATED EXTERIOR LIGHT FIXTURE TO AS SHOWN. PROVIDE 1 -BOXES, CONDUIT, WIRING, AND CONNECTIONS FOR A COMPLETE OPERATIONAL SYSTEM. COORDINATE LOCATION WITH ARCHITECT AND OWNER. D. MAINTAIN ACCESS TO EXISTING J -BOX AND CONDUIT. E. UNLESS NOTED ALL WIRING SHALL BE IN GALVANIZE RIDGED STEEL CONDUIT WITH MINIMUM TRADE SIZE OF 3/4 -INCH WHEN EXPOSED AND 1 -INCH WHEN EMBEDDED. F. PROVIDE CORE DRILL INTO ELECTRICAL ROOM FOR NEW CONDUITS. REFER TO ONE -LINE DIAGRAM. PROVIDE WATERTIGHT AND FIRE CAULKING AS REQUIRED. FIELD VERIFY LOCATION FOR CORE DRILL AND EXISTING ELECTRICAL PANELBOARDS. NEW TRANSFORMER T—CS ,ON ROOF EXISTING EXTERIOR WALL LIGHT FIXTURE EXISTING FIRE ALAR HEAT DETECTOR EXISTING FIRE ALARM SPEAKER/STROBE EXISTING J—BOX AND CONDUIT. REFER TO NOTE D. EXISTING FIRE ALARM SPEAKER/STROBE TO BE RELOCATED.. /J REFER TO NOTE F. ,yj (E)ELC (E)EP IEIPP, (E)LC K /i (E)ELLPP' /1972i;e 1 E)T1 y i RELOCATE EXISTING EXTERIOR LIGHT FIXTURE. , REFER TO NOTE C i RELOCATED EXISTING FIRE ALARM SPEAKER/STROBE. r REFER TO NOTE B NEW PANEL CS INSIDE COMFORT STATION NEW DRIVER COMFORT STATION REFER TO ENLARGED FLOOR PLAN. ROUTE CONDUIT OVERHEAD AND MOUNTED TO UNDER 2ND FLOOR BEAMS FROM 1ST FLOOR SOUTHWEST ELECTRICAL ROOM PANEL SDP TO NEW COMFORT STATION. PROVIDE EXTERIOR J -BOXES, CONDUIT, FLEX CONDUIT, EXPANSIONS JOINTS AT -NN-N,, EACH BUILDING EXPANSION, WIRING, AND \AS REQUEMENT FOR A \\ COMPLE EONS OPERATIONAL SYSEM. REFER TO ELECTRICAL ENLARGED FLOOR PLANS AND ONE -LINE DIAGRAM FOR SIZES. ..,,,, EMP EXISTING ELECTRICAL ROOM. REFER TO NOTE A & ONE—LINE DIAGRAM. OELECTRICAL ENLARGED PARTIAL SITE PLAN ED 1 SCALE: 1/8•=1.-0• a D s 2 4 is saw I/8'-{'-0• 30% DESIGN REVIEW BCY RWA 04 / 2017 60% DESIGN REVIEW PERMIT SET BCY BCY RWA RWA 10/2017 11 / 2017 90% DESIGN REVIEW BID SET BCY BCY RWA RWA 3/2018 7/2018 No ISSUED FOR I REVISION BY APP'S DATE JAI= V TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98.09-7315 Phone: 253.472.3300 www.treswest.o. CMOS stud lemENG STRAZZARA ARCHITECTURE PUNNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206 587 3797 DESIGIED OWN DRAWN BCY DECKED RWA RECO.K9,EIDED PRO.ECT r.WO LFF M STANASZE APPROIED KCPROEC E00431E16 KC CCNIRACT JO C01251C18 SCALE AS NOTED SPIE LCCATCONO ONE INCH AT FULL SIZE I ' I IF NOT ONE INCH. SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL POWER SITE PLAN DTE JULY 2018 DRAWING NO E1.01 SHEET NO R 24 27 P:\Proj2017\170402 Engineering Services for Comfort Station Implementation - TIBS\Drawings \O1 Working Drawings \170402 - E1.02 ELECTRICAL POWER & LIGHTING PLANS.dwg I PLOTTED: lul 09, 2018-11:32:25am By BCY XREFS• _Title Block-KCM TINS dwg; DMM Wash Signed and with not for construc0on.dwg; TWE - NEW LOGO.dwg; _KC-T-PIans.DWG; RA.dwg IMAGES: 120VAC MOTORIZED DAMPER INTERLOCK WI I EXHAUSTAAN (EF -1) SEE NOTE.Q_ \ • 1 I ELECTRICAL CS PANEL 120/240V, 10, 3W, 100A FLUSH MOUNTED INSIDE ACCESS SPACE. SEE NOTES H AND I REFER TO ELECTRICAL ONE -LINE DIAGRAM & PANEL SCHEDULES. CS/7 ._�. WALL LIGHT FIXTURE TYPE WI SEE NOTE D N UP TO XFMR T -CS ON ROOF. REFER TO ' ONE -LINE DIAGRAM. THERMOSTAT SEE NOTE N DUPLEX RECEPTACLE (TYP) SEE NOTE E EXHAUST FAN (EF -1) (TYP) SEE NOTE C I I; i I I �i I WALL LIGHT FIXTURE L TYPE WI SEE NOTE D ri rCS/3 PAN PROVIDE 1"C NEW FIRE ALARM HEAT DETECTION & SPEAKER/STROBE, SEE NOTE L CONDUIT FOR DATA DROP FROM MDF OR IDF ROOM. SEE NOTE M CS TRAP PRIMER S MANIFOLD (P-5) SEE NOTE I 1"C WITH 2#10 COPPER #10 COPPEF GND PANEL ALL ALL MOUNT HOT WATER HEATER (WH -1), SEE NOTE A (TYP) ;rte ELECTRICAL PANELBOARD CS IS ON GROUND LEVEL. —777 TO EXISTING WEST ELECTRICAL ROOM PANEL SDP. ROUTE CONDUIT OVERHEAD UNDER 2ND FLOOR BEAMS ACROSS BUS WAY. REFER TO ELECTRICAL SITE PLAN. i CONNECT TO EXISTING x(11 PANEL SDP. REFER TO ONE -LINE DIAGRAM. I � ELECTRICAL 15KVA, 480V I 91! TO 120/240, 10, 3W WALL MOUNTED. NEMA -3R • TRANSFORMER T -CS. REFER TO ELECTRICAL ONE -LINE DIAGRAM. COORDINATE LOCATION I WITH ARCHITECT AND Et: OWNER PRIOR TO INSTALLATION. A In— n— CS/2,4 IN WALL ELECTRIC FORCE AIR HEATER (EUH-1) WI REMOTE THERMOSTAT SEE NOTE B — LIGHT SWITCH WITH OCCUPANCY SENSOR, SEE NOTE F RELOCATED EXISTING EXTERIOR LIGHT FIXTURE, REFER TO SITE PLAN SHEET E1.01 OLIGHTING FLOOR PLAN 3 SCALE: 1/2-1•-0' INTERIOR LIGHT FIXTURE TYPE XI , SEE NOTE D NEW EXTERIOR LIGHT FIXTURE TYPE XO, SEE NOTE D NEW PHOTOCELL CONTROL / FOR EXTERIOR LIGHT FIXTURE. 0 SCAM: 112'_1'-0• 0 I 2 4 CONNECT TO NEW - PANEL CS. RUN CONDUIT IN WALL. REFER TO ONE -LINE DIAGRAM. (3'-0" DOOR" i (J – PUMP! I—, UNITI II 1\ – PROVIDE NEMA -3R 480V, 60A/2P FUSED DISCONNECT WITH 40A FUSES. REFER TO ELECTRICAL ONE -LINE DIAGRAM. SEE NOTE K � 1 PROVIDE NEMA -3R 240V, 100A/2P FUSED DISCONNECT WITH 80A FUSES. REFER TO ELECTRICAL ONE -LINE DIAGRAM. SEE NOTE K 11 1 I 1 1 1 1 OPOWER FLOOR PLAN ^� 2 SCALE: 1/21•-0' MECHANICAL EQUIPMENT POWER SCHEDULE EQUIP. # V/P LOAD (A/W/HP) MCA (A) BKR CONDUIT/WIRE REMARKS WH -1 120/1 1440W 12 20/1(GFCI) 1'C, (2)/10, 110G WATER HEATER XI LITHONIA - ELM2-LED EMERGENCY BATTERY BACKUP LED ELECTRICAL GROUNDING ROD 3 WALL/SURFACE INTERIOR LED EMERGENCY WALLPACK EUH-1 240/1 2KW 8.4 15/1 1'C, (2)/12, 1120 ELECTRIC WALL HEATER - CONTROL BY OCCUPANCY SENSOR NOTE: 1 ALL LED LAMPS SHALL BE 4000K COLOR. CIO FIRE ALARM SPEAKER/STROBE ® TELECOMMUNICATIONS OUTLET T I TRANSFORMER. EF -1 120/1 17-8W 0.15 15/1 1'C, (2)112, 1120 WALL EXHAUST FAN - CONTROL. BY OCCUPANCY SENSOR P-5 120/1 0.33A 0.33 15/1 -_ 1'C, (2)/12, 112G TRAP PRIMER MANIFOLD W LIGHTING FIXTURE SCHEDULE FIXT. MANUFACTURER LAMP LUMENS WATTS MOUNTING REMARKS WI KENALL - H69FL-DB-8L40K-DV LED 901 8 WALL/SURFACE INTERIOR LED WALLPACK XI LITHONIA - ELM2-LED EMERGENCY BATTERY BACKUP LED ELECTRICAL GROUNDING ROD 3 WALL/SURFACE INTERIOR LED EMERGENCY WALLPACK XO KENALL - METEL-24N-MB-2-6.SL-DT EMERGENCY BATTERY BACKUP LED 6.5 WALL/SURFACE EXTERIOR LED EMERGENCY WALLPACK WITH NOTE: 1 ALL LED LAMPS SHALL BE 4000K COLOR. SYMBOL LEGEND SYMBOL DESCRIPTION 42 DUPLEX RECEPTACLE(GPCI) GFCI DUPLEX RECEPTACLE (N) SINGLE 30A RECEPTACLE O THERMOSTAT ® WALL MOUNTED OCCUPANCY SENSOR SWITCH CONTROL 0 PHOTOCELL LIGHT CONTROLLER m ELECTRICAL SERVICE PANEL 114) ELECTRICAL GROUNDING ROD ® ELECTRIC KWH TENANT METER LIGHT FIXTURE -WALL MOUNT EMERGENCY LIGHT FIXTURE-V/ALL MOUNT © ELECTRICALLY HELD CONTACTDR © FIRE ALARM FIXED 135' HEAT DETECTOR CIO FIRE ALARM SPEAKER/STROBE ® TELECOMMUNICATIONS OUTLET T I TRANSFORMER. 0 2 4 SCALE: 1/2'_15_0• GENERAL NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS AND INSPECTIONS REQUIRED BY LAWS, ORDINANCES AND RULES GOVERNING WORK SPECIFIED HEREIN. 2. FURNISH AND INSTALL GROUNDING TO XFRM T -CS FROM EXISTING BUILDING GROUNDING. (APPROX. 50') 3. ALL WIRING SHALL BE IN CONDUIT, WITH A MINIMUM OF 1" TRADE SIZES. 4. UNLESS SHOWN OTHERWISE, ALL WIRING SHALL BE 12AWG COPPER. S. ALL INTERIOR CONDUIT SHALL BE CONCEALED IN WALL OR CEILING SPACE. INTERIOR WIRING METHOD ONLY. 6. REFER TO SITE PLAN FOR EXISTING FIRE ALARM HORN/STROBE AND EXTERIOR WALLPACK LIGHT FIXTURE TO BE RELOCATED. 7. UNLESS NOTED ALL WIRING SHALL BE IN GALVANIZE RIDGED STEEL CONDUIT WITH MINIMUM TRADE SIZE OF 3/4 -INCH WHEN EXPOSED AND 1 -INCH WHEN EMBEDDED. 8. COORDINATE ALL ELEVATION OF RECEPTACLES, LIGHTING, AND ELECTRICAL EQUIPMENT WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION. ABBREVIATIONS ABBRV DESCRIPTION (E) EXISTING EQUIPMENT OR DEVICE GFCI GROUND FAULT CIRCUIT INTERRUPTER (N) NEW EQUIPMENT OR DEVICE WP WHEATHERPROOF OPOWER ROOF FLOOR PLAN 1 SCALE:1/4'-1'-O �1 0 1 2 4 e SCALE 1/4'_1'-0' BUILDING ELECTRICAL CONSTRUCTION NOTES: A. PROVIDE 120 VOLTS 20A GFI BREAKER THROUGH A DEDICATED 20A SINGLE FLUSH MOUNTED RECEPTACLE FOR WATER HEATER. PROVIDE CONDUIT, WIRING, & CONNECTIONS AS REQUIRED PER MECHANICAL EQUIPMENT POWER AND MECHANICAL SCHEDULES. B. PROVIDE 240 VOLTS POWER TO FORCED AIR FAN HEATER WITH DISCONNECT BUILT-IN AND CONNECT TO REMOTE UNE -VOLTAGE THERMOSTAT. PROVIDE CONDUIT, WIRING, & CONNECTIONS AS REQUIRED PER MECHANICAL EQUIPMENT POWER AND MECHANICAL SCHEDULES. C. PROVIDE 120 VOLTS POWER TO EXHAUST FAN WITH AUTOMATIC BACKDRAFT DAMPER. PROVIDE CONDUIT, WIRING, & CONNECTIONS AS REQUIRED PER MECHANICAL EQUIPMENT POWER AND MECHANICAL SCHEDULES. D. FURNISH AND INSTALL 120V, LIGHTING LED FIXTURES PER LIGHTING SCHEDULE. REFER TO ARCHITECT DRAWINGS FOR MOUNTING HEIGHT. E. ALL THE RECEPTACLE SHALL HAVE GFCI PROTECTION AND SHALL BE FLUSH MOUNTED 4'-6" ABOVE FINISHED FLOOR. F. FURNISH AND INSTALL DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCHES FOR THE LIGHTS, EXHAUST FAN, AND HEATER UNIT. ACUITY BRANDS - WSX-PDT OR EQUAL. PROVIDE ELECTRICALLY -HELD CONTACTOR 120V, 20A, 3 -POLE FROM LIGHT SWITCH WITH OCCUPANCY SENSOR TO LIGHTING, EXHAUST FAN, AND UNIT HEATER. REFER TO ELECTRICAL DIAGRAM PLAN. G. FURNISH AND INSTALL COMPLETE ELECTRICAL SYSTEM PER PANEL SCHEDULE AND AS SHOWN. H. THE CONTRACTOR SHALL USE 1-1/4" "TRADE SIZE CONDUIT" COMING INTO THE COMFORT STATION FOR THE NEW 100A ELECTRICAL NEMA -1 PANEL. REFER TO ELECTRICAL ONE -LINE DIAGRAM & PANEL SCHEDULES. I. FURNISH AND INSTALL A NEW 100A, 120/240V ELECTRICAL NEMA -1 PANEL WITH A 80A MAIN BREAKER. REFER TO ELECTRICAL ONE -LINE DIAGRAM & PANEL SCHEDULES. J. PROVIDE 120 VOLTS POWER TO TRAP PRIMER MANIFOLD. PROVIDE CONDUIT, WIRING, & CONNECTIONS AS REQUIRED PER MECHANICAL EQUIPMENT POWER, MECHANICAL SCHEDULES, AND DRAWINGS K. PROVIDE UNISTRUT AS REQUIRED TO MOUNT NEW TRANSFORMER AND DISCONNECT SWITCHES. L. PROVIDE NEW FIRE ALARM DEVICES TO MATCH EXISTING FIRE ALARM SYSTEM. ROUTE TO NEAREST EXISTING FIRE ALARM DEVICE SHOWN ON SITE PLAN. M. VERIFY LOCATION OF IDE ROOM ON SITE AND WITH SOUND TRANSIT. N. THERMOSTAT TO BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. PROVIDE CONDUIT, WIRING, AND CONNECTIONS AS REQUIRED. 0. PROVIDE 120VAC POWER INTERLOCK BETWEEN MOTORIZED DAMPER AND EXHAUST FAN (EF -1). 30% DESIGN REVIEW BCY RWA 04 /2017 60% DESIGN REVIEW BCY RWA 10/2017 PERMIT SET BCY 90% DESIGN REVIEW BID SET BCY BCY A No s RWA RWA RWA 1112017 3/2018 7/2018 ISSUED FOR / REVISION ipY APPS DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 934097315 Phone: 253.472.3300 www.veswesTcom 01AV2018 studIClIENG STRAZZARA A I1 n I 2001 Western Ave, Surte 200 RAMON Seattle, WA 98121 CONSULTING T: 206.587 3797 DESIGSEO RWA PROACT swtsGER M. STANASZEK SCALE AS NOTED BCY CsEC0E0 APPROVED SRE LOCATION No- RWA RO RWA KCPRD.ECTI! E00431E16 RECOVNE OED KCCO1TRACT NJ C01251C10 ONE INCH AT FULL SIZE ( ' I IF NOT ONE INCH, SCALE ACCORDINGLY L43 King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL POWER AND LIGHTING PLANS AND EQUIPMENT SCHEDULES DATE JULY 2018 OMWO,G 10 E1.02 51EETN0 OF 25 27 A C 4 ARC FLASH LABEL REFER TO NOTE G, ROOF %IITE / NEUTRAL RD(N) 1f I TNT. /Ug1T STITCH NTH LTGFA120 AC :11111 T CIRCUITS o OCCUPANCY SENSOR HOT v� HEATER HOT 240VAC ---�� CIRCUIT N. PROVIDE 40A/2P CIRCUIT BREAKER FOR NEW PANEL L- VIA XFMR T -CS. 312. #8G CCU (N) NEMA -3R XFMR T -CS 15KVA, 480V TO 120/240V, 0 3l MOUNT IN J -BOX 551 (LOAD) B K. ELECTRICALLY -HELD CONTACTOR 20AMP, 4 -POLE NIT. 11111 INTERIOR LIGHTING FIXTURES EXHAUST FAN FAN 120VAC CIRCUIT HEATER UNIT ®ELECTRICAL OCCUPANCY SENSOR DIAGRAM (E)SOP - DISTRIBUTION PANEL 800A, 480V, 30 INTERRUPTING RATING: 35KA RMS SYMMETRICAL 00-1/4-c. 2 #8G. CU (N1)16• %8G. CU (E)STATON SERVICE FEEDER FROM SST (SEE L57 -J024) 480Y/277V, 800A t-----1-----1-- b) '. b) / p (N)40A ; ,I (E)600A I (N)100A/2P, �`'•a - N 60A 2P, 40AF NEMA -3R 80AF NEMA -3R (N)1 -1/4'C, 312. /8G. Cu (N)PROVIDE i6G CU GROUNDING r -'L -1 TO EXISTING BUILDING GROUND. I 1 (N)PROVIDE #5G CU GROUNDING I (E)MP I TO EXISTING BUILDING GROUND. I 1 1 NEW COMFORT STATION J I I 30 -DAY PEAK DEMAND LOAD. REFER TO NOTE F (E)LV-7505 (2-4) 8-500 KCMIL, 2/2/0 AWG -1 -T'STAT CONTROL BY M.C. F ?(E)70A '(E)100A i(E)50A 1 i r� L L— I I — — -1 3CICVA 1 I r + r -1 480-208Y/120V I (E)TI I J 't -T--0 �--t I -----� r -1 (E)T2H---� L j asKVA \b \b I I L J I 1 480- I I I I II 208Y/ yl _ _ _ I I I 120V I I I r--1--1 r-1-1 r �- H H-4 rJ—L1 T9 r-1-1 11 I I I b b I I I 1 I I (E)PP I (E)1p - - -1 ;E)LC I I I- - -I(E)ELCII I I L I L J I Q Q I I (HELP I I I I (E)EPP I I I I L_�t J I I I- - —I I I LI ---J J_ I L ---J L -T -J I I I F-1--1 I---1 I T I r-1-1 I I I I 1 I I I F-'I(E)�MI )UPS _ J (OPPM 1 I I (E')EPPM I I- J 30 KVA 480/277V I I UNINTERRUPTIBLE POWER SUPPLY -NO MINUTE BATTERY CAPACITY °EELLECTRICAL ONE -LINE DIAGRAM SCALE: NOW BUILDING ELECTRICAL CONSTRUCTION NOTES: A. FURNISH AND INSTALL COMPLETE ELECTRICAL SYSTEM PER PANEL SCHEDULE AND AS SHOWN. CONTRACTOR TO UPDATE THE PANEL SCHEDULES. B. THE CONTRACTOR SHALL USE 1-1/4" "TRADE SIZE CONDUIT" COMING INTO THE COMFORT STATION FOR THE NEW ELECTRICAL PANEL CS C. THE CONTRACTOR SHALL INSTALL A NEW 100A, 120/240V ELECTRICAL PANEL WITH A 80A MAIN BREAKER. D. UNLESS NOTED ALL WIRING SHALL BE IN GALVANIZE RIDGED STEEL CONDUIT WITH MINIMUM TRADE SIZE OF 3/4 -INCH WHEN EXPOSED AND 1 -INCH WHEN EMBEDDED (UNDERGROUND, CEILING, AND WALL SPACE). E. ALL WIRING IN UNDERGROUND CONDUIT SHALL BE COPPER XHHW-2. USE SAME XHHW-2 COPPER WIRES FOR CONTINUATION TO SERVICE ELECTRICAL PANEL. F. THE CONTRACTOR SHALL PROVIDE A 30 -DAY PEAK DEMAND LOAD FOR EXISTING SDP PANELBOARD. PROVIDE DIGITAL COPY FROM METER AND PDF FILES OF READINGS TO SOUND TRANSIT AND ELECTRICAL ENGINEER. G. THE CONTRACTOR SHALL PROVIDE ACR FLASH HAZARD LABEL PER MANUFACTURE CALCULATIONS REQUIRED BY NEMA 70E 2018 ARTICLE 130.4(H). 30% DESIGN REVIEW BCY RWA 04 / 2017 60% DESIGN REVIEW PERMIT SET BCY BCY RWA 10/2017 RWA 11/2017 90% DESIGN REVIEW BID SET BCY BCY RWA 3/2018 RWA 7/2018 ISSUED FOR / REVISION BY AFRO DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 4260 STREET, SUITE 101 TACOMA, WA 98409-7315 Phone: 251.472.3100 www.ueswest.caa StUdiOmENG STRAZZARA MCI T8CI A ( 2001 Western Ave, Suite 200 !LAMM Seattle, WA 99121 OOFYNITNG T: 206 587 3797 DESIGFEO RWA PROJECT MANAGER M STANASZEK SCALE NONE DAWN BCY APFRO+ED SITE LOCATION NO DECKED RWA RECO.AEl0E0 KCPROJECTI40 E00431EI6 KC CONTRACT NO C01251C18 ONE INCH AT FULL SIZE I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA WA 98188 DRIVERS COMFORT STATION ELECTRICAL ONE -LINE DIAGRAM AND DETAILS SATE - JULY 2018 0RAWING NO E6.01 SIEETIC OF 26 27 5 4 3 I � N NI � r 0. 72 E t 2 20 Z rfg 4 3 E PANEL " (E)SDP LOCATION: SERVING: FED FROM: EXISTING WEST ELECTRICAL ROOM 480/277 VOLT 800 AMP BUS RATING SCCR: 35,000 A 3 PHASE BOO AMP MAIN BREAKER AFC. 4 WIRE MOUNTING: SURFACE WEST SIDE EAST MSB CKT LOAD DESCRIPTION TYPE KVA NP PHASE A/P KVA TYPE LOAD DESCRIPTION CKT 1 PANEL 'LP' EXIS1NG(NORMAL LIGHTING) D 62.866 100/3 A 50/3 24.140 D UPS-EJOSTING(EMERGENCY LTGIPWR) 2 3 LIGHT/EF/OD UGHT D 0.035 20/1 B_ - - - - 4 - 5 C_ - 8 7 PANEL 'PP EXISTING(NORMAL POWER) D 54.022 70/3 A 600/3 390.930 0 PANEL 'MP' EXISTING(MECH. VERT TRANS PIS 0.360 20/1 B - - S - - 9 SPARE 11 - - - C - - - 12 13 SPACE S - 200/3 A 1402 4.058 P PANEL CS - NEW COMFORT STATION 14 15- SPARE - - B - - - 16 I 17- 14 - - C - - S SPACE 18 PHASE LOAD PHASE A= 254.81 KVA PHASE B= 253.23 KVA PHASE C= 245.58 KVA LOAD TYPE L R M H Wli 20/1 D A K LM TOTAL LOADS PANEL(E)SDP PHASE LOAD PHASE A= 2.66 KVA PHASE B= 1.40 KVA LOAD TYPE L R M H 531.76 D A 531.76 KVA 639.61 AMP PANEL CS CONN LOAD 054 0.54 2.00 144 1,44 0.08 0.08 4.06 KVA 4.88 AMP CONN. LOAD CALC. LOAD 0 54 054 2.00 1.44 1.44 531.84 0.08 535.82 KVA 64449 AMP CALC. LOAD REQUIRED 0,54 OPTIONS' 200 144 531.64 535.82 KVA 644.49 AMP NOTES' EXISTING PANEL SDP SHOWN PER AS -BUILT RECORD DOCUMENTS. • PROVIDE NEW 4002P BREAKER IN EXISTING PANEL SDP TO FEED NEW PANEL CS. NEW BREAKER TO MATCH EXISTING NC RATING. PROVIDE 30 -DAY PEAK DEMAND METERING ON PANEL SDP AND MAIN SWITCHBOARD FOR ELECTRICAL PERMIT REVIEW. PANEL `,S LOCATION: SERVING: FED FROM: ELEC CLOSET 240/120 VOLT 100 AMP BUS RATING SCCR 22,000 A 1 PHASE 80 AMP MAIN BKR AFC. 9.500 A 3 WIRE MOUNTING: FLUSH 1PHASE LOADCENTER LOADS EXISTING SDP CKT LOAD DESCRIPTION TYPE KVA MP PHASE MP KVA TYPE LOAD DESCRIPTION CKT 1 REC-GFCI R 0.180 21/1 A 15/2 2.000 H WALL HEATER 2 3 LIGHT/EF/OD UGHT D 0.035 20/1 B - - - - 4 5 TRAP PRIMER MANIFOLD D 0.043 20/1 A 20/1 1.440 Ve11 WATER HEATER (HWH/ 6 7 REC. METERS R 0.360 20/1 B 20/1 - S SPARE 8 9 SPARE S - 20/1 A 20/1 - S SPARE 10 11 SPARE S - 20/1 B 20/1 - S SPARE 12 13 SPARE S - 20/1 A 20/1 - S SPARE 14 15 SPARE S - 20/1 B 20/1- S SPARE 16 17 SPARE S - 20/1 A 20/1 - S SPARE 18 PHASE LOAD PHASE A= 2.66 KVA PHASE B= 1.40 KVA LOAD TYPE L R M H WH D A K LM TOTAL LOADS CONN LOAD 0.54 2,00 1,44 0.08 4.06 KVA 16.91 AMP CALC. LOAD 054 2.00 1.44 0.08 4.06 KVA 16.91 AMP REQUIRED HINGED DOOR -IN -DOOR TRIM NEMA -3R ENCLOSURE OPTIONS' NOTES' 30% DESIGN REVIEW BCY RWA 04 / 2017 60% DESIGN REVIEW PERMIT SET 90% DESIGN REVIEW BID SET BCY BCY BCY BCY RWA RWA RWA RWA 10 / 2017 11/2017 3/2018 7/2018 A ISSUED FOR / REVISION BY APPD DATE .416T11110111111117 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3100 www,Ueswert,tan 01451016 stud IOMENG STRAZZARA ASICHITIICIMIN 2001 Western Ave, Su/e 200 R/UI41IS Seattle, WA 98121 CONOULTIN T. 206-587.3797 DESIG0FD RWA 10151/ BCY CHECKED PROJECT A M AGER APFR/NED SCALE NONE eit/i/...„ SITE LOCATONiq RWA KCPROJEC7l9O E00431E16 RECOM.EIOED KCCCNTRACT NO C01251CIB ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY L41 King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL ONE -LINE DIAGRAM AND PANEL SCHEDULES DATE JULY 2018 DRAWING NO E6.02 51EET NO Cr 27 27 CONCRETE DECK 1/4" PRE DRILLED HOLE HILTI KWIK HUS -EZ -I 1/4" x 1-5/8" IIIII__ 3/8" ALL THREAD ROD HANGER TYPE P NTS 151- Without Comments O As Noted in Red p Per The Attached Letter "hese plans have been reviewed by The I ckv,!ila Fire ention Bureau `s - Y�nforman ce y°a; current City `Idards. ACCC' F " = >> suojeCt to errors aid i:ssilons which .,,:narze violations of adopted ',ndardlS and The respursblici for the 'equaty of ES! �_ ' `,K~.� -�:'1 7 ItAt i ii ria. f�7 r: i'1:",tioriS1 3ele Ono to the . -.,c -rawI f dS after x:is date will Vola t I;' 3_': fCe and w:0 reouire a resubmitta of r _ ra, i ?, " -c for uosegt.ent approval. Final acceptaxe i5 ;'i'•" -O 4 St and inspection by, The Tukwila Fire Pi eveom-. ' Date: E-7 -1 °l By: sl � r UKviA-_5 FIRE DEPARTMENT ca!i 25-575-4407 :',d give t its 1 "v:' Permit � o. 3. a.. f mi 11-S-0ciI and erect 2ddres Lwn or restcrzi.on REFLECTED CEILING / PIPING PLAN SCALE: 1/4" = 1'-0" SCOPE OF WORK: PROVIDE SPRINKLER PROTECTION AS REQUIRED FOR NEW BATHROOM. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CUT LENGTH EXCEPT RISER DIMENSIONS AND MAINS, WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13 (2019). 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13 (2019). 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13 (2019). 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13. 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE DOMESTIC GALVANIZED, SCHEDULE 40 WITH DOMESTIC GALVANIZED, THREADED FITTINGS UNLESS NOTED OTHERWISE. 2. TYPICAL HANGER TO BE A HILTI KWIK HUS -EZ (UNLESS NOTED OTHERWISE). 3. MAX SQ FT PER SPRINKLER = 130 SQ FT (ORDINARY HAZARD). SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE SPRINKLER LEGEND: = EXISTING DRY PENDENT SPRINKLER O = EXISTING UPRIGHT SPRINKLER * = ADD NEW DRY PENDENT SPRINKLER OA = • ADD NEW UPRIGHT SPRINKLER OR = • RELOCATE EXISTING UPRIGHT SPRINKLER Volaris KEY PLAN SCALE: NTS S 154th St Southcenter Blvd Southcenter Blvd VICINITY MAP SCALE: NTS Tukwila Intern Blvd Station LI The Villages At South Station Apartments nal Fire Sprinklers WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 www.firesprinklersinc.com DRAWN BY: M. Rapozo REVIEWED BY: GM DATE: 4/20/2019 SCALE: As Noted AHJ: City of Tukwila REVISIONS: DESCRIPTION REV # DATE BY STAMP: WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Greg Moffett 4524-0902-C Level 3 Fire Sprinklers Incorporated FIRESI*988RJ SIuat,Sre SPRINKLER LEGEND a N a 0 C) w 0 U ce cc Cn z LL w 0 U m w U_ .._w..�// 1..1. 0 S a w I- 0 L)LC) 0 0 w cc cc w 0 0 C!) CO >- CJ) Cn w C/) 0 0- 1.11 w a U C.1) ti C/) M > CD w CD J 0 m 2 > 1111 0 TOTAL THIS SHEET CONTRACT WITH PAID 26-23 APR :3 2019 � f e --i Y it �i�i i r�ir 1 M es its Shaiman Contracting 1806 NE 80th ST Seattle, WA 98115 James Shaiman: 206-399-7778 DRAWING SYMBOLS FLEXIBLE GROOVED COUPLING —a— RIGID GROOVED X -X ) - WELDED PIPE TAG COUPLING O N MNBCERLINE fi- PIPE HANGER (SEE CHART) SEISMIC BRACE OX- HYDRAULIC NODE „ - PIPE SIZE & LENGTH (CUT) * 10'-10” FF - ELEVATION DATUM * 0'-10" TS ( - CENTERLINE OF PIPE TO DECK HANGER LEGEND P HILTI KWIK HUS -EZ JOB NUMBER: 4360 SHEET NUMBER: FP1 of FP1 0 wall _9 1114i, NORTH NORTH SCALE: NONE 81.4,11, (J" JN00„ fr yard. NEW FIRE PROTECTION 6" UG LEAD I N - CONTRACTOR STARTS 5' OUT ACCEPTED X320.38 PH 220 SOUTH CEN T a GENERAL NOTES TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. v - O t / Without Comments As Noted In Red Per The Attached Letter and exact address for shut. down or restoration approval, 0 3rl/d.9 „„-A- 001,930., ,97. 001.930.! SPRINKLER LEGEND SYM DESCRIPTION ESCUT. TEMP G M UP P TOTAL 0 00 TYCO TY -FRB BRASS (PR 1 CHT 1/2" N/A 155° 64 5 28 .112 207 O TYCO TY -FRB CHROME PENDENT 1/2" CHRM. 155° 16 37 12 4 69 Q TYCO TY -FRB CHROME HSW 1/2° CHRM. 155° 1 0 0 26 27 3 TYCO EC -11 BRASS UPR 1 GHT 3/4" ,K=11.2 BRASS 155° 15 14 0 0 29 4 TYCO TY-FRL CHROME HSW Q/2",K=8.0 CHRP.1. 155° 0 0 0 22 22 TOTAL THIS SHEET : 96 56 40 164 366 I SPR I NKLER SYSTEM DESIGN PER N.F.P.A. #13 AND C I TY OF TUKW I LA 2 ALL MATER 1 ALS SHALL BE NEW AND U.L. L I STED OR F.M. APPROVED BLACK TH I NWALL PIPE WITH ROLL GROOVES; CAST 1 RCN THREADED F1TT1NGS 1-1 /2" AND SMALLER; GROOVED FITT1NGS GROOVED F ITT I NGS 2— I /2" AND LARGER; HANGER MATER 1 AL PER N.F.P.A. 113; 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED I N ACCORDANCE WITH N.F.P.A. 13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET P1 PE SFR 1 NKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY P 1 FE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 F 1 RE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM CR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, CLEANING AND PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 ALL SPRINKLER SYSTEM ALARM AND DETECTION BY OTHERS 8 SPRINKLER HEADS ARE TO BE LOCATED IN CENTER P01NT OR QUARTER P01NT OF CEIL1NG TILE '/--2" SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15/1950 SQ.FT. DENSITY g ORDINARY HAZARD GROUP 1 THROUGHOUT THE OWNER IS RESPONSIBLE FOR THE PERIOD 1C INSPECT1ON, TESTING, AND MAINTENANCE OF THESE FIRE SFR I NKLER SYSTEMS I N ACCORDANCE WITH THE REQUIREMENTS OF NEPA 25,149S- ADDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PER ICD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROV IDE THE ONGO I NG LONG TERM TEST I NG, SERV 1 C I NG, AND MA I NTENANCE OF TH I S SYSTEM(S). These plans have been revievi d byThe Tukwila is Fire Prevention Bureau for co,n-fs ;mance, ' °_r`. current city standards. Acceptance is suis e•;;t tc er rrs and omissions which do not a:.: cos i=_ violations of adapted standards and ordinances. The re -.,cni'tility for the adequacy of design r:, .i foal.' ;ith The des' mer. Additions, deletions cr tnes4drawings after this date will void tn-='cccr: = ,:ndw requ're resubmittal of revised ar_-- sutY:ioqu z nt approval. Final acceptance k _ - :. € t and inspection by The Tukwila Fire Date: S//../o 6- By. /,d-'"4 517 Designed By: M.L.S. Drawn By: Scale: Drawing No.: Checked By. R.A.F. Approved By: 72 Of Your ,riding SEATTLE: 5005 3R0 AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 AS SHOWN Filename: www.mckinstry.com SOU DTM SIT 4308 -FP -SI TE.DWG Contract No.: LIGHT /!\Il_ P BOJ ECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Title.: FIRE PROTECTION SITE PLAN Revisions 3/10/06 0 80'-0" 80'-0" 0 30'-0" 0 22'-0" 0 1 1 1 1 1 1 1 1 1 \ W W \ 1-1 LJ \ \ SPRINK 'S BELOW B. .TON 11ON RISER 1.1E INE LEVEL TI SEE FP -MW IIIRY SYSTEM SUPPLY SOUTH DRY RISER UP TO MEZZANINE LEVEL & PLATFORM LEVELS SEE FP -MW & FP -PW JIM #1 C LXY SEN4UHHt REMOTE AREA OUTLINE OF STRUCTURE ABO DOWN TO SPRINKLERS BELOW 9 DRAIN VALVE g 6" SLEEVE = 356'-8" g 8" SLEEVES = 356'-5" AFT VAR ABV Jeb—a_, 3 8-9 0 6" SLEEVE = ¢ 6" SLEEVE = 356'-0" SPRINKLERS LOCATED BELOW ESCALATOR AND STAIR O, 120.0 2 8-9 120.0 O 2 8-9 120.0 112 8-9 120.0 DERGROUND DRAIN /8V NM -11, HOSE BIBB STYLE DRAIN VALVE WITH DRUM DRIP ASSEMBLY ABOVE -ACCESS PANEL BY OTH a• 8-11 3-10 1373 \ 2,39) 114 — ,1 BELOW (SHOWN TO SIDE FOR C 5 OUTtIN€-OF 5 REMOTE AREA #2 .15/1950 DRY 75 'SI © 386 GPM NDER LANDING S 120. E ic NEL ,1a 12-0 EILING BELOW ES TOR AUXILARY 1" DRAIN VA' ACCESS PANEL BY ENT OF CEILING POSED TO STRUCTURE AUXILARY 3 ' DRAIN VALVE ACCESS PANEL BY OTHERS NE OF WALL BELOW s ugh' 7r YllYl 1i '_ y :a ... ;rte... SPRINKLER PIPING IN TRENC IRT INFILL UNDER STAIR 112-, 114 1- 8-8 STAIR 12 6 DRY SIANL'HIHE NORTH DRY SYSTEMA RISER UP TO MEZZANINE LEVEL & PLATFORM LEVELS SEE FP -MW & F (D w 7 7- 7 GPM MAN D Designed By: M.L.S. Drawn By. M.L.S. Checked By: R.A.F. Approved By. / 7 7 /- / 5" STORTZ FDC ±36' ABOVE GF OW N. co 7 str a Of Your Buildin SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 E_ — PIPING PLAN - PLAZA WEST 1/8"=1'-O" PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 NORTH 1 /8" = I'— I1 3 6 I0 20 t� s-- I* —tom , 2 4 Scale: I /8"= I l-0" Filename: www.mckinstry.com SOUNDTRANSIT Submitted: Date: Approved: Date: FP -G I .DWG 15 Contract No.: LIG-T SAIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Date: No. Date JDsn. Chk. (App. Revisions 3/10/06 Drawing No.: FP -GW - Sheet No.: Rev.: FIRE PROTECTION PLAZA LEVEL WEST OVERHEAD STRUCTURE • • F • G 0 E7 30' I I E7.5 22' W VERTICALCHECK VALVE ON FDC CONNECTION FROM STANDPIPE W r -I W L 0 2 3 RE -ACTION VALVE DRY PIPE VALVE O ooDRY PIPE VALV CV 2 AIR COMPRESSO 6 11 3 b 1'1% \ti J1 112 0.O r 1 - 8 0 N �, �- CV is3 l r N O 1 Z --- r / 0 1/ ,r NE \FAL ` 3ACKFLOW PR NT " =1 N 4 11 _6 2_1 , 6.1 11) 2 / 0 CO \ Q N -�i4� 4-83 6'---,--,1C ERGROU PPLY 1-4 2;_- 4W W Q 3 PIPING PLAN - PLAZA SOUTH ANCILLARY BUILDING 1/4"=1'-0° NORTH H 5 30, -Oil E7.5 22'-C I- L r -1 5 5 0 ELEVATOR PIT CONTROL VALVE LOCKED OPE AUXILLARY DRUM DRIP VALVE BELOW SUPPLY FROM ABOV 7 7 7 1 4 r7 \ - 4 ir30 :p oriel DR CTION L - 2 7 74 — — ---- L 1 6 130.0 1 co N L CONNE T ITO 8" UG JPPLf 5' OUT FROM OUIILDING 7 N PIPING PLAN - PLAZA NORTH ANCILLARY BUILDING 1/4°=1'-0" I /4"= I'-0" NORTH 3 6 I0 NM14'43.M.�-� M 2 4 8 Designed By. M.L.S. Drawn By. M.L.S. Checked By. R.A.F. No. Date Dsn. Chk. App. Revisions Approved By str ifn Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstri.com SOUNDTRANSIT Scale: I /4"=1'-0" Filename: FP -G I .DWG Contract No.: 4308 Submitted: Date: Approved: Date: Date: 3/10/06 LIGHT TAIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Drawing No.: FP -GW -2 Sheet No.: Rev.: FIRE PROTECTION PLAZA LEVEL WEST ANCILLARY BUILDINGS C 0 F 0 G 0 H 80'-0" 76'-0" 1 1 1 1 1 1 1 1 PO LU LU AUXILIARY DRUM DRIP DRAIN AND INSPECTOR'S TEST LU PRI KLER DRAIN LINE LU 2 2 2 2 2 2 2 2 II 0 L 11 3 3 3 3 3 3 3 PIPING UNDER LANDING/LU to STANDPIPE DRAIN SPRINKLER RISER UP & D WASTE CONNECTION BY OTHER.. OUTLINE OF GUIDEWAY ABO 4 4 PO 4 LU SPRINKLER RISER UP & D PIPING UNDER LANDIN 4 4 4 4 4 4 4 4"STANDPIPE UP 5 a 5 6 6 6 . . .• • .• • . • AUXILLARY DRUM DRIP DRAIN AND INSPECTOR'S TEST DOWN TO DRAIN BY OTHERS 5 ORTZ FDC ±36LI ABOVE GRADE Po LU LU 7 7 7 7 7 7 7 7 7 7 7 NORTH PIPING PLAN - PLAZA EAST 1 3 6 10 20 I/8" = --- 241111-,4MWAIMMI 8 15 Designed By: M.L.S. Drawn By: M.L.S. zonlrafl7 Checked By: a 01 Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 Scale: I /8"= 1 '-0" Filename: Drawing No.: LIGHT AIL PROJECT www.mckinstry.com Approved By .4•Q, s,•• ,,po ‘4.°08h DectlOgA SOUNDTRANSIT FP -G I .DWG Contract No.: Submitted: Date: Approved: Date: Date: SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Sheet No.: Rev.: FIRE PROTECTION PLAZA LEVEL EAST No. IDate Dsn. IChk. App. Revisions 3/10/06 0 E 0 F 0 G • H SEE FP -UP -W FOR CONTINUATION 5PkIVK_ t6 R-ESCALFIONS SOUTH DRY SYSTEM RISER UP TO UNDER PLATFORM LEVEL STRUCTURE OVERH SPRINKLERS BELOW ESCALATOR DOWN TO DRUM DRIP DRAIN 2/r" i�r t7w u STAIR124'D' . D CONTROL LOCKED 7775-1 -1°' °f 1° °r FROM ,1 -UP- PING WITHIN ANC! DOWN I TO DRUM DRIP DRAIN PIPING ABOVE ANCILLARY B I0 SPRINKLERS WITHIN ESCAIATCR ENCLOSURE r� 656.0 2 8-7 A2; CONCEALED PIPING SUPERVISOR'S OFFICE ON 6/56.0 2 ORN TO ABOVE ' O SEE FP -UP -W FOR ISPRK 421 d4 MECH. R •M EE FP-UPW FOR CO NUATIO ELEVATO CONTROL SPRINKLERS BEA ESCALATOR 0 CONTNUA NORTH PIPING PLAN — MEZZANINE WEST 1/a'=1'—o" Designed By: M.L.S. Drawn By. M.L.S. cP Checked By: R.A.F. 'fa Of Your Builriin SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 Scale: 1/8"= i'-0" Filename: www.rnckinstry.com SOUNDT NSJT Approved By: Submitted: No. Date Dsn. Date: Chk. App. Revisions Approved: Date: FP -M I.DWG Contract No.: 4308 Date: 3/10/06 LIC -T SAIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Drawing No.: Sheet No.: Rev.: FIRE PROTECTION MEZZANINE LEVEL WES 0 B 0 C D 0 E 0 F 0 0 80'-0" 76'-0" W W 1 2 4 SPRINKLER RISER UP & D SPRINKLER RISER UP & D 4 a. T 5 j —o w 4 STANDPIPE DRAIN 4"STANDPIPE UP & DN M w 6 1 2 3 4 5 6 1 2 3 4 5 6 GUTUNE OF GUIDENAY AEG4 1 2 3 5 6 1 2 3 4 5 6 W W w Lu w 1 2 3 4 5 6 PIPING PLAN 1 2 3 4 5 6 - MEZZANINE EAST NORTH 1 2 3 4 5 6 1 /8" = 11-0" 1 3 6 10 1 2 3 4 5 6 20 ME v. In Mine E I:*:—:� 2 4 8 15 Designed By. M.L.S. Drawn By. M.L.S. Checked By R.A.F. No. Date Dsn. Chk. App. Revisions Approved By. Submitted: Date: SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.corn Approved: SouNDTRANsIT Date: Scale: I/8"= I'-0" Filename: FP—P I .DWG Contract No.: 4308 Dote: 3/10/06 LIGHT SAIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWI A, WASHINGTON Drawing No.: FP -ME Sheet No.: Rev.: FIRE PROTECTION MEZZANINE LEVEL EAS- 3 0 4 0 5 A 0 B 0 C 0 0 1 80'- 11 2 1 80'-O" 30'-0" 22'-0" 1 1 HATCH INDICATES FOOTPRINT OF MEZZANINE LEVEL FP -M -W FOR CONTINUATION !ILi1!!LjJ!IH!!!HiHi!I 1 SOUTH DRY SYSTE14,4 RISER UP TO PLATFORM LEVEL "-_SL.EE LE = _80_-Z 2 2 3 OUTLINE OF GUIDEWAY ABO - 4 6" SLEEVE IN BENT BEAM -7 AUXILLARY DRUM nRl AFF VAR ABV xo-wy - PKS. `REQUI-PSD OVER MEEZANINE . ROOF E FP -PW 6" SCttvt IN 4 4 4 - 12-4w �. 12-4 12-4 4 12-4 =' - - �. 12-4 / 14-10 5 s vs" RE (PIPE = 3$2'-9" EXTENSIN 1 SWING DOWN FOR SPRINKLERS UNDER STAIR/ESCALATOR RM L HIS A N N NORTH DRY SYS M RISER UP TO PLATFORM LEVEL. 11-4 120.0 03 w REMOTE AREA #1 :t5/t 50 DRY 7 \ 84 PSI CO 346 GPM SYSTEM DEMAND 7 THESE SPRINKLERS SHOWN FOR HYDRAULIC CLARIFICATION ONLY SEE FP -M -W FOR CONTINUATION OF SPRINKLERS UNDER ESCALATORS PIPING PLAN - UNDER PLAZA WEST 1/8"=1'-0' NOTES NORTH 1/8" = 1'-0" 1 3 6 10 20 - Mt MI- IOW MO 2 4 8 15 7 2 3 4 5 6 N 7 No. Date Dsn. Chk. App. [evisicns Designed By: M.L.S. Drawn By: M.L.S. Checked By R.A.F. Approved By, 1 lie Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com SOUNDTRANSIT Scale: I /8"= I'-0° Filename: FP—UP I .DWG Contract No.: Submitted: Date: Approved: Date: 4308 Dote: 3/10/06 LIGHT SAIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Drawing No.: FP-UPW Sheet No.: Rev.: FIRE PROTECTION UNDER PLATFORM LEVE WEST 0 co F 0 H 1 UP TO SPRINKLERS AT TOP OF STAT 1 80'-0" 76'- 11 LiJ 1 DOWN FR M PLATFORM SPRINKLERS UP fro REMOTE HOT VALVE 2 1 1 1 1 1 1 1 i0 uJ 1() L1 1 1 2 2 4. Fl 4- 91 DOWN TO SPRINKLERS, DRAIN AND INSPECTOR'S TEST REMOTE AREA #2 (2) HOSE VALVES 172 PSI @ 508 GPM 250 GPM FLOWING @ 100 PSI DOWN TO SPRINK ER OUTLET , DRAI AND INSPECTO 'S TEST 7L 1-- 4 100. UP TO SPRINKLER AT TOP OF STAIR OUTLINE OF GUIDEWAY ABO UP 0 REMOTE HOS VALVE DOWN FROM PLATFORM SPRINKLERS I iNO SP4KS. RLQUI ED BUS LAN 1 1 L OVER LI 3 4 1 P 3 OUTLINE OF GUIDEWAY ABO 4 5J PIPING PLAN — UNDER PLAZA EAST 1/8*=1'-o* NORTH 1/8" = l'-0" 1 3 6 I0 20 24 8 15 6 CNI Designed By: M.L.S. Drawn By M.L.S. Checked By R.A.F. No. Data Dan. Chk. App. Revisions Approved By Co%tp8nY Mc 391.054174 11.17 t44418h D0010 S. Submitted: stie if Of Your Building Date: SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com Approved: SOUNDTRANSIT Date: Scale: Filename: FP—UP I.DWG Contract No.: 4308 Date: 3/10/06 LIGHT AIL. RCJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Drawing No.: FP-UPE Sheet No.: Rev.: FIRE PROTECTION UNDER PLATFORM LEVEL EAST K ur q. ________„:___:_z• - AUX. D UM- DRIP --N. - �r _- N _._._ X I = =�® _ !JI® U = ®� ' ,..e. _ 1- .. ice- �'1. _ - %�'— , _. ______._17-) - ��'r,--1 - - ®� -" - --- �:.} L6___ IfEmprengol -5 '� Mill - - ._ �.- killi I � �:- 0=4 -is ��� ===r-:.1+�:�v.�w�1="nc "� — �1 Ea F ppq igig❑ ❑ ❑ ❑ v►�I� ❑ ❑ / SOUTH DRY SYSTEM RISER PLATFORM SOUTH SYSTEM CINTROL A 1116 :r,' dUNE � HIGH OOF AB h E ‘ 39 ,C3i' . a_ _ . _ j a . . , — .1011. 11111 Atm • 8.0 2 11\\AIM 288.0 tl.':; r42i1_-- B3/-_----288 t B5 - r ► 1....._ ____•=iip Fi;:oir.fill%111 1 '/�« -.M�ry171;474.Lajl iiriiiiiiiiiiiiMiiiiiMiiiiiirMiiiininiiiiiMPLIMMEIMIRMWAililliiitirliiriaillililliiiiirMiliiiiiiiiiiiffiMiiiMiliiiniMilliiiiiiiiMINWiiiMilit - _ a 2= 2 - 130.0 b =1 - - _.,�.-. - ®� f - 1 P-'_ 0.0 2--- 1 i 1� I s� '� "- - o - t30.0" 2 Zp-- { - �����s����� aim }::J'71-1.1_::::.1 N 1 > —. AI IV n •I AAI f1DID f13b1V1 _ I—_ V . PLATFORM NO TH SYSTEM CON nOL _ VALVE WITH TAMPER N NORTH DRY SY TEM RISER EARTHQUAKE ZONE OF IN , : NCE PIPING PLAN — PLATFORM WEST 1/8"=1'-0" NORTH Designed By: M.L.S. Drawn By: M.L.S. Checked By: R.A.F. Approved By: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 Scale: I /8"=11-011 Filename: FP -P I .DWG Drawing No.: www.mckinstry.com Submitted: Approved: SoUNDT NSIT Date: No. (Date Revisions Contract No.: 4308 Date: 3/10/06 LIGHT PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Sheet No.: Rev.: FIRE PROTECTION PLATFORM LEVEL WEST 0 0 0 LI. 1 - 1 2 DN TO UNDER PLATFORM 80'-0" 76'-0" r i 1 21WHOSPWALVE IN CABINET WITH 2W X 11A" ADAPTER FED FROM BELOW 2 1 AUX. DRUM DRIP DRAT 2 — 1 2 . 15-0 , 1 2 15-0 1 2 15-0 w WE 0-3+= .. . MF QYM - , ABV 1 - 1 2 AUX. DRUM DRIP DRAT 2 115-01 1 In w 1 1 Q 11-4 }9 13-6 15-0 ; 15-0 3 t3-6 9lO CO—et. ABV :394-' 15-0 2" i ..; 3-2. 3 2rzn 3-2 J i L r OUTLINE OF HIGH ROOF ABOVE N 4 w L4.1 REMOTE AREA #1 .15/1950 DRY 83 PSI @353GPM SYSTEM DEMAND s l ABV 3394-A' . 2`. 1 ;100.0 •100.0 5 DN TO UNDER PLATFORM O N 5J 6 A6UX. DRUM DRIP DRAIN-' 6 6 6 AUX. DRUM DRIP DRAIN) 28&t 1i"HOSE VALVE IN CABINET WITH 2W X 1W ADAPTER FED FROM BELOW Lir, LU w REMOTE AREA #1 .15/1950 DRY 84 PSI © 346 GPM SYSTEM DEMAND NORTH PIPING PLAN - PLATFORM EAST 1/8"=1'-0" 1/8" = I'-0" 3 6 10 20 M - New lug-. -.-- Designed By: M.L.S. Drawn By: M.L.S. Checked By: R.A.F. Approved By: lie Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 2 4 8 I5 Scale: I /8"=1'-0° Filename: 3 H T SAI L R OJ ECT FP—P I .DWG www.mckinstry.com SOUNDTRANSIT Contract No.: SOUTH CORRIDOR S. 154TH STREET STATION TUKWIA, WASHINGTON Submitted: Approved: No. (Date Revisions Date: 3/10/06 Drawing No.: FP -PE Sheet No.: Rev.: FIRE PROTECTION PLATFORM LEVEL EAST • 2 0 3 0 4 0 5 420.00 410.00 400.00 390.00 380.00 370.00 360.00 350.00 340.00 330.00 320.00 310.00 28'-6" 6 HI EL 418'-6" GH POINT @ E5� EL 407'—I1-1/411 LOW POINT @ E7 1 COLUMN BEYOND METAL DECKING PLATFORM SPRINKLERS—/ TOC EL 385'-4" BEAM BEYOND SPRINKLERS UNDER STAIR/ESCALATO 11 4' STANDPIPETO REMO : HOSE V VES EL 385'-3 3/8" EL 382.97' 7 271-4" DRY PEN1ENTS MEZZ. CEILING PENT ABOVE EL 3581-011 PLAZA SPR NKLER EL 407'— I I I /4" EL 398'— 1 I " PLATFORM SPRINKLER FTOC EL 3851-4" SPRINKLERS UNDER STAIR/ESCALATO EL 347.50' EX 1ST EL 345.00' EL 333.80' EXIST EL 336.00' 121-0" 18'-0" 14'-0" 141-0" GENERAL ARRANGEMENT - BENT E7 SCALE: I /8"= I '-0" No. Date Dsn. Ch k. App. Revisions Designed By M.L.S. Drawn By. M.L.S. Checked By. R.A.F. Approved By. rEL 3181-4" ubmitted: if8 Of Tour Building Date: SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 EL 3591-2" TO PLATFC LEVEL SPRINKLERS 2—WAY EARTHQUAKE BRACE 2—WAY W I TH LONG I TUD I NAL EQ. BRACE --4 MATERIAL : TOLCO FIG. 1000 FAST CLAMP TOLCO FIG. 910 SWIVEL EQ. FITTING 1' SCHEDULE 40 PIPE IP TO 7.-0' LONG 1 I/4° SCHEDULE 40 PIPE UP TO 9'-0' LONG 4—WAY EARTHQUAKE BRACE + 1 2'h' HOSE VALVE WITH 2'h' X 1 le� ADAPTER 1 11 1 LJLJ TO UNDER PLATFORM AND MEZZANINE LEVEL SPRINKLERS 2'h' HOSE VALVE WITH 2'h' X 1%'� ADAPTER TO ANCILLARY BUILDING r-Ir,r-i 1 I1 II I LJ LJ LJ II r� Ti II 1 LJ LJ 1-1 1-1 1 11 1 LJ LJ 1 11 11 I LJ LJ LJ II TO PLAZA -LEVEL SPRINKLERS PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com Approved: 5' STCRTZ FDC ± 36'ABCVE GRADE WITH BALL DRIP TO DRAIN LINE UNDERGROUND .r r� I I LJ VENT RE STANDPIPE CONNECTION TO ARP RT GUIDE LINK' F=386-212 STAR#1 SECTIO NO SCALE SoSOUNDTRANSIT Date: ATTACHMENT TO STRUCTURE : I/2' QwIK BOLTS TO CONCRETE DECK OR 3/8'.FBOLTS TO TOP FLANGE OF STEEL BEAMS REACTION CROSS -CONNECTION FF= 358= 2 STANDPIPE CROSS -CONNECTION NORTH DRY SYSTEM CROSS -CONNECTION BEHIND FF=334-1134. (STAR #2 SIN Scale: SHOWN Filename: FP—X 1.DWG Contract No.: 4308 Date: 3/10/06 DESIGN LOAD LATERAL BRACE MAL OESION LOAN MACE • 46'.7O7LDS FER PIPES SIFE3 1' - e' 9T I. ! 1 1/4 FAST CLAMP TONNE NUB UNTIL SHAPE LEAF SIN INC FLATTENS 001414. HANGER DETA I L HILTI HDI -P SE I SM I C SEPARAT I ON `1' PLUG TYP. 'DRUM DRIP' ASSMB. DRY SYSTEM AUXILIARY DRAIN LIGHT RAIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Drawing No.: FP -X I Sheet No.: Rev.: FIRE PROTECTION SECTION VIEWS DETAILS uJ LiJ LL z ELE VAT I ONS 420.00 410.00 400.00 390.00 380.00 370.00 360.00 350.00 340.00 330.00 320.00 310.00 2Y 271-4" 28'-6" 28'-6" PLATFORM SPRINKLER . • ;," .... • A " 4" STANDPIPE TO EL 384'— 1 71-7-77777-77777-7 — REMOTE HOSE VALVES TO SPRINKLERS UNDER STAIR/ESCALAT0R *5) 111.1•111, EL 38 . 78' • acip rEL 4 I 3'-2 5/8" EL 398'-1 1" S—/PLATFORM SPRINKLER EL 385'-4" • SLEEVE THROUGH jr7 BEAM TYP.x4--/ TO SPRINKLERS UNDER STAIR/ESCALATOR EL 345.50' EL 358.00' EXIST EL 336.00' 12`-0" 12'-0" GENEAL AANGEV SCALE: 1 /8"= 1 1-0" EL 332.76' EXIST EL 334.00' 12'— I I 12'-0" ENT — BENT E6 EL 3211-0" 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EL 330.00' 21/2" REMOTE HOSE VALVE IWNITI-IcAB211,iNaETX(01"R p1hp. sECER i DA.U)ELI 3801-6 I /2" TO STAIR SPRINKLERS EL 396-0" PLATFORM SPRINKLER PLATFORM BEAM BEYON EL 378.24' IIMINIFINIIIII EL 3841-4" TO STAIR SPRINKLER /1 3" UNDER GUIDEWAY BEAM " STANDPIPE f±a STORTZ FDC 36aABOVE GRADE WITH BALL DRIP EL 329.08' GE\EAL ARAN SCALE: 1 /8"= 1 '--0" GEMEN T — BENT E3 1 /8" = IU 20 24 8 '5 EL 3261-0" No. Date Dsn. Chk. App. Revisions Designed By: M.L.S. Drawn By M.L.S. Checked By R.A.F. Approved By Submitted: str Y 118 Of Your Building Date: SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com Approved: SOUNDTRANSIT Dote: Sccle: Filename: FP —X I .DWG Contract No.: 4308 Date: 3/10/06 LIG-T AIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Drawing No.: FP -X2 Sheet No.: Rev.: FIRE PROTECTION SECTION VIEWS LOOSE FIT 'U' BOLT TYP AL POS LOCATION, - STANDPIPE EXTENDS 300' ON EITHER SIDE OF COLUMN SEE SCHEMATIC THIS SHEET TIGHTFIT 'U' BOLT AT TOP OF RISER LOOSE FIT 'U' BOLT (TY''' AT ALL POST LOCATIONS) FRONT VIEW 4" DRY SYSTEM RISER 4"0 STANDPIPE GU I DEWAY OCS POLE 'U' BOLT STANDPIPE TO GUARDRAIL— RUN 4"0 STANDPIPE AS PER SCHEMATIC DETAIL THIS SHEET — PIPE HANGER (TYP) RISER SUPPORTED AT 10' ON CENTER MINIMUM WP6 lior1..1 1 forwiti, AilliWrir.driarrarAtaW . . 00 • • 5" STORZ FDC ±36" ABOVE GRADE INSTALL STANDPIPE AT CONSTANT ELEVATION RELATIVE TO GUIDEWAY. INSTALL BALL DRIP VALVE AT STANDPIPE LOW POINT AUTO AIR VENT, TYP FIRE DEPARTMENT •?.. 2- I /2" HOSE VALVE, TYP SET FIRE DEPARTMENT CONNECTION AT T-. 36" ABOVE GRADE DRIPBALL VALVE 4"0 STANDPIPE RISER FIRE DEPARTMENT CONNECT I ON -5" STORZ 1"AOLVDERA I N 00 • / / • / / /I / // / / / / / / 1 / 2" DRAIN VALVE STANDPIPE SUPPORT COLUMN A36 — NB COLUMN A49 — NB COLUMN B18 — SB COLUMN B43 — NB COLUMN D05 — NB COLUMN D33 — SB FIN GRADE (SEE CIVIL DWGS) FOL 41. have. 6f-aolk LOCATIONS SIDE SIDE SIDE SIDE SIDE SIDE No. Date IDsn. IChk. App. Revisions Designed By: M.L.S. Drawn By: M.LS. Checked By: R.A.F. Approved By 1/1 t•t4N,-z.'• '(J DC la Of Your Bilikii123 SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com SOUNDTRANSIT Scale: NONE Filename: 4308-FP-LP.DWG Contract No.: 4308 Date: 3/10/06 LIGHT RAIL PROJECT SOUTH CORRIDOR S. 154TH STREET STATION TUKWILA, WASHINGTON Drawing No.: FP -ST Title.: FIRE PROTECTION EMERGENCY STANDPIPE 04 A]\ ,r �s IMOEMI Fire Alarm and Detection system Equipment Supplied By Fire Security i C EPTED Vif triout Comments AS No' Per , ,,fLacr'ed Letter fiewed by The Tukwila Fire -.ormance with currerit fity subject to errors and aut ortz€ violations of adopted ; ?L.r=;,rsibility for the adc-oi,,=:ry c• Yw., 3St: :r n the designer. oeietio,:s C„ this Date wil' ‘.:•-c. this 2 , resubmitt_, • These plans h?,. Prevention B:, - • standards. omiss'nl- stanciao5.. • these drawings atter j Vdiil rec• sire a iosequeat approval. Final fieio test and inspection by The i uo.wi d Fire Prevention Bureau. By: 1� Date: --E ,)-w 1 t a C,Yc,A- b(fC(t - >,,Cu,(te ctGwr o ditect c 4.-4 F4 Girca(-4-b4a1<e•- -- gc(dxe.55O./ rettJircrA -- pre - rewerl`c,0I eAcuc4I 1s inve5545L 4'o kowe, 0 verrT (lie- 4 hut rnc(-voFhow•c a+ FAC 1° 1- b� w.•.. 1 sols. c, Sam c� -L' — 1►,s-E-�l! s oke dekc,-lors c 1- -lop o� ele dor /leo+Wa',/1 e of eleuc4 doors -dor r?Ggi( lICW1LA FIRE DEPART t3` Pease call: 575.4407 and give this job 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 testiing 11..+4 kv(4, No 09—F —0q FILE COPY ho; 3e 'ft./[..5 evcitor h,4d•►;ne roof, and exact address for shut' :own or r3 t3ration approvot ---��► s- ! 1 h ecs-j- d '1b^ Ili el ev., 40 r ki4o14, ►noi. power S V -'3:v15401 WP 6•e///5-tL.Q. o►, elc-fCrror.}-4ei ti-ton,Ti Q66F1J. w z 0 z rx 0 0 z 0 0 w J w Vice I Fire & I Si Flex rinnell Security SimplexGrinnell 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGRINNELL IP FAX: 206-291-1500 ALL RIGHTS RESERVED DRAWING LIST 926074801 926074801 SHEET NAME DRAWING NAME ELECTRONIC DRAWING NAME INCLUDED IN THIS PROJECT FA—COV-01 TITLE SHEET FA—COVER X FA—COV-02 COVER SHEET FA—COVER X FA—DET-01 DETAIL SHEET FA—COVER X FA—F-01 WEST PLAZA PLAN FA—F-01 X FA—F-01A WEST PLAZA ROOM PLANS FA—F-01 X FA—F-02 WEST MEZZANINE PLAN FA—F-02 X FA—F-02A WEST MEZZANINE ROOM PLANS FA—F-02 X FA—F-03 EAST PLATFORM PLAN FA—F-03E X FA—F-03 WEST PLATFORM PLAN FA—F-03W X w z 0 z rx 0 0 z 0 0 w J w Vice I Fire & I Si Flex rinnell Security SimplexGrinnell 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGRINNELL IP FAX: 206-291-1500 ALL RIGHTS RESERVED PROJECT # 926074801 926074801 943752102 ENGINEER 1 W U a A g REVISION DESCRIPTION REVIEW COMMENTS ASBUILT SPEAKER/STROBE ADDITION Fe A 10/5/07 c0 0 01 \ al .4 04/24/09 z -, M SYSTEM ET 154TH STREET STATION 15427 35TH AVE. S. TUKWILA, WA. 98188 APPROVED BY: E. LATTIN DRAWN BY: M. BEAVER DATE: 4/4/07 SITE/PROJECT NUMBER: 458-405903/926074801 SHEET NUMBER: FA -COV -01 GENERAL FIRE ALARM SYSTEM NOTES 1) FIRE ALARM SYSTEM IS POWER LIMITED. METAWC RACEWAY SHALL BE USED IF REQUIRED BY CODE, SPECIFICATIONS AND CONTRACT DOCUMENTS OR AHJ. 2) ALL RACEWAYS MUST BE FREE OF MOISTURE 3) REFER TO SIMPLEXGRINNELL ARE ALARM DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE MOUNTING ELECTRICAL BOXES. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION OF ALL DEVICES. 4) AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING. 5) UNRELATED (NON -ARE ALARM) WIRING SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRING. 6) ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITED AND NON POWER -LIMITED WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7) ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS--T-TAPPING OF ZONE CIRCUITS AND SIGNAL CIRCUITS IS NOT PERMITTED. 8) REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. VERIFY ALL CONNECTIONS WITH A SIMPLEXGRINNELL FIELD TECHNICAL REPRESENTATIVE PRIOR TO TERMINATION. 9) ALL ARE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS AND GROUNDS. 10) ALL WIRING SHALL BE LABELED AND TAGGED 11) ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAKING ALL FINAL CONNECTIONS PRIOR TO JOB CHECKOUT AND FINAL TESTING BY A SIMPLEXGRINNELL FIELD TECHNICAL REPRESENTATIVE. CALL A MINIMUM OF 5 DAYS IN ADVANCE TO SCHEDULE A SIMPLEXGRINNELL TECHNICIAN AT (206) 291-1400 12) ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR INSPECTION, TEST AND CERTIFICATION OF THE ARE ALARM SYSTEM BY ALL APPROPRIATE AUTHORITIES. 13) UPON WRITTEN REQUEST, SIMPLEXGRINNELL WILL PROVIDE WRITTEN INSTRUCTIONS REGARDING THE APPROPRIATE WIRE/CABLE FOR INSTALLATION OF THE EQUIPMENT/SYSTEM(S) IDENTIFIED IN THESE DRAWINGS. SIMPLEXGRINNELL SHALL NOT BE RESPONSIBLE FOR PROBLEMS OR DAMAGES RESULTING FROM THE USE OF WIRE/CABLE OTHER THAN THAT WHICH HAS BEEN IDENTIFIED IN WRITING BY SIMPLEXGRINNELL FOR A SPECIFIC APPLICATION. 14) ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR ARE ALARM AND LOW VOLTAGE WIRING. ARCHITECT: FIRE ALARM SYSTEM DESIGNED BY: FIRE ALARM SYSTEM INSTALLED BY: EQUIPMENT FOR FIRE ALARM SYSTEM SUPPLIED BY: HEWITT ARCHITECTS SEATTLE, WA SIMPLEXGRINNEL SEATTLE, WA SIMPLEXGRINNELL SEATTLE, WA WASHINGTON STATE ELECTRICAL CONTRACTORS NUMBER: #SIMPLL*981 SG 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 MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. Fire Alarm Control Panel Auxiliary Circuits AUX3) Spare AUX4) Aux. Power AUX5-12) Spare AUX13) Not Available AUX14) Aux. Power AUX15) Not Available AUX16) Aux. Power Bypass Switches 1) Horn/Strobe Bypass 2) Fan Bypass 3) Spare 4) Spare 5) Spare IDNET Channel #1 M1-1 to M1-36, M1-38 to M1-42, M1-45 to M1-47, M1-53 to M1-62 v \7"-- \r" Speaker Circuits SIG21) Plaza Level S1G22) Mezzanine Level SIG23) North Platform Level N2-(24-26)) Not Available S1G27) South Platform Level S1G28) Spare SIG29) Spare N2-(30-32)) Not Available Total Watts Watts Provided Watts 2.0 5.0 11.0 18.0 50.0 11.0 0.0 0.0 Total Watts 11.0 Watts Provided 50.0 WP Ceiling Speaker/Strobe co co 0 0.138 WP Wall Speaker/Strobe 0.075 Horn/Strobe 15cd 0.138 Weatherproof Strobe Weatherproof Bell 0 CO O d Sequence of Operation Manual Station Communications Room Smoke Detection Smoke Detection Elev Mach Room Heat Detection Duct Smoke Detection Flow Switch Pressure Switch Tamper Switch Low Air Switch Post Indicator Valve System Trouble Activation of Local Alarm at FACP (LCD Display & Audible Indication) X v /� /� X X /� /� X X 1 /� x /� 48 64 80 96 112 Activation of Local Alarm at Annunciator X v /� /� X X /� /� X X) /�1 X /� 1000 1 17 33 49 Activation AudibleNisible Devices X v X X X X X 193 209 225 241 0100 Fan Shutdown X X X X X X X 130 146 162 178 194 Pre -Action Solenoid Release 226 X 1100 3 19 35 51 67 83 99 115 131 Primary Elevator Recall Recall to First Floor 163 179 195 211 227 243 0010 4 20 36 52 68 Alternate Elevator Recall Recall to Second Floor 100 118 132 X 164 180 196 212 228 244 1010 5 Transmit Alarm Signal To Operations Control Center X 53 X X X 117 /X `/ /X `/ 165 181 197 213 Trouble Indication at FACP 245 0110 6 22 38 54 70 86 102 118 134 X Trouble Indication at Annunciator 182 198 214 230 246 1110 7 23 39 55 71 X Transmit Trouble Signal To Operations Control Center 119 135 151 167 183 199 215 231 247 0001 8 �/ /� Supv Indication at FACP 56 72 88 104 120 136 152 168 X X X 232 Supv Indication at Annunciator 1001 9 25 41 57 , 89 105 X X X 169 Transmit Supv Signal To Operations Control Center 201 217 233 249 0101 X�/ 26 42 /� �/ /� �/ /� 106 Duck d> .t vim, re b( s.•eerJ►5)1 NOTES: - ARE ALARM DRAWINGS ARE SCHEMATIC ONLY. - ALL CABLE SUBSTITUTIONS MUST BE APPROVED BY SIMPLEX ENGINEERING IN WRITING. - NOTE: MOUNT HORN/STROBES, SPEAKER/STROBES AND STROBES AT 80" TO BOTTOM OF DEVICE. - NOTE: MOUNT PULL STATIONS AT 48" TO TOP OF DEVICE. - ALL SHIELDS ON THE SAME IDNET CHANNEL SHALL BE TAPED TOGETHER AND BE FREE OF OPENS, SHORTS, AND GROUNDS. - DO NOT EXCEED 2500 FT OUT TO FURTHEST DEVICE - MAXIMUM 10,000 FT ON IDNET CHANNEL - DRY CONTACT ONLY PROVIDED FOR ROLL DOORS AND SMOKE/FIRE DAMPERS - POWER BY OTHERS. - DUCT DETECTORS ARE NOT WEATHERPROOF. EC IS RESPONSIBLE FOR PROTECTING FROM ENVIRONMENTAL CONDITIONS (TEMPERATURE, MOISTURE, ETC..) BATTERY CALCULATIONS - FACP Does the system have an Emergency Generator that meets NEC 700.01? yes X no How many hours of battery standby are required? _4 X 24 _48 _60 (4 hours minimum w/ Emergency Generators) Qty Part # Description Standby Current (A) Total Alarm Standby (A) Current (A) Total Alarm (A) 4100-9111 25 ET7OWP-2475C-FW 4 ET7OWP-2475W-FW 7 4906-9127 2 RSSWP-2475W-FR 1 M = 10- -F 2 4098-9756 2 4098-9843 8 2088-9008 Fire Alarm Control Panel ddre able evic WP Ceiling Speaker/Strobe - 75cd WP Wall Speaker/Strobe - 75cd Multi -Candela Horn/Strobe 15cd Weatherproof Strobe W her. .of:_ TrueAlarm Duct Smoke Sensor Duct Detector Relay Remote Relay Total Standby Current Required= Total Alarm Current Required= Total= 20% Depletion Factor= Total Amp/Hour Required= Total Amp/Hour Batteries Provided= 1.3650 0.0008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0024 0.0000 0.0000 otal Standby= 1.4146 17.3670 1.3650 0.0448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0048 0.0000 0.0000 0.0000 12.2980 0.0010 0.1380 0.1380 0.0750 0.1380 0.0300 0.0150 0.0150 0.0150 1.4146 Total Alarm= Time (Hrs) X 24.0000 X 0.2500 (1) 12.2980 0.0560 3.4500 0.5520 0.5250 0.2760 0.0300 0.0300 0.0300 0.1200 0.0000 17.3670 33.9504 4.3418 38.2922 7.6584 45.9506 50.0000 Signal Circuits - FACP 2 SIG3) Plaza Level Notification Devices 5 1 1 SIG4) Mezzanine Level Notification Devices SIG5) Pre -Action Releasing Circuit IG6-: No wail-. e 2 1 SIG9) Plaza Level Strobes 3 2 SIG10) Mezzanine Level Strobes 6 SIG11)NE Platform Level Strobes 5 SIG12) NW Platform Level Strobes 6 SIG13) SE Platform Level Strobes 5 SIG14)SW Platform Level Strobes SIG15-20) Not Available 25 4 7 2 1 Total n Current 0.150 0.543 0.000 0.414 0.690 0.828 0.690 0.828 0.690 0.693 Dist. (ft) 100 175 430 315 430 305 485 360 Voltage Drop 0.09 0.58 0.00 1.47 1.33 2.19 1.29 2.47 1.53 ELECTRICAL CONTRACTOR ASBUILTS - ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SIMPLEXGRINNELL WITH ACCURATE REDUNED DRAWINGS. DRAWINGS SHALL BE REDUNED AS NECESSARY TO SHOW THE FOLLOWING: * DEVICE LOCATIONS - ADDS/DELETES. * CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL/AUXILIARY/ZONE. * WIRE/CONDUIT - ACCURATE ROUTING. * WIRE FILL - USING WIRE CODE. * EOL RESISTOR LOCATIONS. SIMPLEXGRINNELL WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDUNED. SIMPLEXGRINNELL WILL INCORPORATE ALL REDUNED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. Letter Qty Color/Type Wire Code Size Function A 2 Black/Orange TFN C 2 Red/Blue THHN D 4 (2) Red/(2) Blue THHN H 1 WestPenn D975 2 Red/Black THHN J 1 Tw/Shld Pr K 2 Tw/Shld Pr P 2 Red/Black THHN R 2 Blue/White TFN 2 Pink TFN ✓ 1 Belden 6322FL X 1 WestPenn D975 16 Zone 14 Horn/Strobe 14 Horn/Strobe Loop 18 Serial Communication 14 16 Speaker 16 Speaker Loop 14 24VDC Power 16 Remote LED w/Test 16 18 RS232 Interface 18 Addressable Data Line EACH ADDRESSABLE DEVICE HAS A UNIQUE ADDRESS. THE ADDRESS OF THE ADDRESSABLE DEVICE IS SET VIA AN EIGHT POSITION DIP SNATCH. DIP SWITCH POSITION (1) )IS THE MOST SIGNIFICANT BIT (MSB).A1ND 10N SET THE (8) ADDRESSABLE DEVICE ADDRESS USING THIS CHART AS REFERENCE. USE A SMALL SCREWDRIVER OR PEN TO SET THE SWITCHES. THE DEVICE ADDRESS FOR THE ADDRESSABLE DEVICE SHOULD BE WRITTEN ON THE RE -SEALABLE LABEL. THIS INFORMATION PROVIDES AN AID IN TROUBLESHOOTING THE SYSTEM. LSB MSB DIPSWITCH IS SHOWN SET AT ADDRESS 7 ON OFF 1 2 3 4 5 6 7 8 M111 -11M t10N 1-11 "FF DIP SNATCHES 1 THRU 4 DIP SWITCHES 5 THRU 8 MAPNETII SUPPORTS ADDRESS CODES 1 THROUGH 127 ONLY IDNET SUPPORTS ADDRESS CODES 1 THROUGH 250 ONLY ADDRESSABLE DEVICE CHART Symbol Description Legend Part # Backbox WP Ceiling Speaker/Strobe - 75cd l"IV WP Wall Speaker/Strobe - 75cd WP WP E<1 Wall Horn/Strobe - Multicandela Weatherproof Strobe - 75cd Weatherproof Bell TrueAlarm Smoke Sensor TrueAlarm Heat Sensor TrueAlarm Duct Sensor Remote LED DR Duct Detector Relay IAM Supervised IAM O Fixed Temp. 135° Heat Detector Flow Switch Pressure Switch Tamper Switch Low Air Switch Post Indicator Valve Releasing Peripheral MD Maintenance Disconnect Switch Coil Supervision Module soL Solenoid RI Relay IAM Remote Relay SmartSync Adapter Module Fire Alarm Control Panel WP WP a• REL SAM FACP ET7OWP-2475C-FW ET7OWP-2475W-FW 4906-9127 RSSWP-2475W-FR M B -G 10-24-R 4098-9714 w/ 4098-9792 Base 4098-9733 w/ 4098-9792 Base 4098-9756 2098-9808 4098-9843 4090-9001 ED-283BPL By Others By Others By Others By Others By Others 4090-9006 2080-9059 2081-9046 By Others 4090-9002 2088-9008 4905-9815 4100-9111 I OB -W I OB -W 4" sq by EC WPSBB-R WBB-R 4"octbyEC 4"octbyEC self-contained sg by EC 4"sq w/sg & cover by EC 4"sq w/sg & cover by EC 4" Oct. by EC By Others By Others By Others By Others By Others 8"H x 6"W x 4"D Double -Gang by EC 4" sq. w/1-1/2" Ext. by EC By Others 4"sq 2 1/8" deep w/ 2 -gang cover by EC self-contained 4-11/16" 2" Deep by EC 56"H x 24"W x 8.375"D 2975-9426 - ACTION DEVICES ELECTRICAL CONTRACTOR - ELECTRICAL CONTRACTOR IS TO SCHEDULE A PRELIMINARY SITE MEETING WITH A SIMPLEXGRINNELL TECHNICAL REPRESENTATIVE. THESE MEETINGS ARE FOR REVIEWING EQUIPMENT LISTS, INSTALLATION PROCEDURES, AND PROVIDING ANSWERS TO QUESTIONS RELATIVE TO SYSTEM INSTALLATION. - PLEASE ALLOW A MINIMUM OF FIVE WORKING DAYS ADVANCE NOTICE TO SCHEDULE A TECHNICAL REPRESENTATIVE. - TO SCHEDULE A MEETING PLEASE CONTACT OUR OPERATIONS DEPARTMENT AT (206) 291-1400. - DO NOT USE ARE ALARM CABINET AS TERMINAL CABINET s ES O P PX 7-Nr1=ICAL IR15EIR Z7IAGRAM SCALE: NONE NOTE: ALL DEVICES ARE TYPICAL A SH ITHI I TO FAN `s 4 ADDRESSABLE DETECTOR IDENTIFICATION MODULE/CIRCUIT # X - X DEVICE # PLATFORM _> _• - ADDRESSABLE DEVICES EZZA• INE �� P;;,,L LEL ;17:NATZ -.ted- ::-ALL EDI ,i".41:N? PLAZA ' °__ y w z z 3 o: 0 z 0 0 w J w Fire & I SI Security SimplexGrinnell 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGRINNELL LP FAX: 206-291-1500 ALL RIGHTS RESERVED 0000 1000 0100 1100 0010 1010 0110 1110 0001 1001 0101 1101 0011 1011 0111 1111 0000 0 16 32 48 64 80 96 112 128 144 160 176 192 208 224 240 1000 1 17 33 49 65 81 97 113 129 145 161 177 193 209 225 241 0100 2 18 34 50 66 82 98 114 130 146 162 178 194 210 226 242 1100 3 19 35 51 67 83 99 115 131 147 163 179 195 211 227 243 0010 4 20 36 52 68 84 100 118 132 148 164 180 196 212 228 244 1010 5 21 37 53 69 85 101 117 133 149 165 181 197 213 229 245 0110 6 22 38 54 70 86 102 118 134 150 166 182 198 214 230 246 1110 7 23 39 55 71 87 103 119 135 151 167 183 199 215 231 247 0001 8 24 40 56 72 88 104 120 136 152 168 184 200 216 232 248 1001 9 25 41 57 73 89 105 121 137 153 169 185 201 217 233 249 0101 10 26 42 58 74 90 106 122 138 154 170 186 202 218 234 250 1101 11 27 43 59 75 91 107 123 139 155 171 187 203 219 235 0011 12 28 44 60 76 92 108 124 140 156 172 188 204 220 236 1011 13 29 45 61 77 93 109 125 141 157 173 189 205 221 237 0111 14 30 46 62 78 94 110 126 142 158 174 190 206 222 238 1111 15 31 47 63 79 95 111 127 14.3 159 175 191 207 223 239 MAPNETII SUPPORTS ADDRESS CODES 1 THROUGH 127 ONLY IDNET SUPPORTS ADDRESS CODES 1 THROUGH 250 ONLY ADDRESSABLE DEVICE CHART Symbol Description Legend Part # Backbox WP Ceiling Speaker/Strobe - 75cd l"IV WP Wall Speaker/Strobe - 75cd WP WP E<1 Wall Horn/Strobe - Multicandela Weatherproof Strobe - 75cd Weatherproof Bell TrueAlarm Smoke Sensor TrueAlarm Heat Sensor TrueAlarm Duct Sensor Remote LED DR Duct Detector Relay IAM Supervised IAM O Fixed Temp. 135° Heat Detector Flow Switch Pressure Switch Tamper Switch Low Air Switch Post Indicator Valve Releasing Peripheral MD Maintenance Disconnect Switch Coil Supervision Module soL Solenoid RI Relay IAM Remote Relay SmartSync Adapter Module Fire Alarm Control Panel WP WP a• REL SAM FACP ET7OWP-2475C-FW ET7OWP-2475W-FW 4906-9127 RSSWP-2475W-FR M B -G 10-24-R 4098-9714 w/ 4098-9792 Base 4098-9733 w/ 4098-9792 Base 4098-9756 2098-9808 4098-9843 4090-9001 ED-283BPL By Others By Others By Others By Others By Others 4090-9006 2080-9059 2081-9046 By Others 4090-9002 2088-9008 4905-9815 4100-9111 I OB -W I OB -W 4" sq by EC WPSBB-R WBB-R 4"octbyEC 4"octbyEC self-contained sg by EC 4"sq w/sg & cover by EC 4"sq w/sg & cover by EC 4" Oct. by EC By Others By Others By Others By Others By Others 8"H x 6"W x 4"D Double -Gang by EC 4" sq. w/1-1/2" Ext. by EC By Others 4"sq 2 1/8" deep w/ 2 -gang cover by EC self-contained 4-11/16" 2" Deep by EC 56"H x 24"W x 8.375"D 2975-9426 - ACTION DEVICES ELECTRICAL CONTRACTOR - ELECTRICAL CONTRACTOR IS TO SCHEDULE A PRELIMINARY SITE MEETING WITH A SIMPLEXGRINNELL TECHNICAL REPRESENTATIVE. THESE MEETINGS ARE FOR REVIEWING EQUIPMENT LISTS, INSTALLATION PROCEDURES, AND PROVIDING ANSWERS TO QUESTIONS RELATIVE TO SYSTEM INSTALLATION. - PLEASE ALLOW A MINIMUM OF FIVE WORKING DAYS ADVANCE NOTICE TO SCHEDULE A TECHNICAL REPRESENTATIVE. - TO SCHEDULE A MEETING PLEASE CONTACT OUR OPERATIONS DEPARTMENT AT (206) 291-1400. - DO NOT USE ARE ALARM CABINET AS TERMINAL CABINET s ES O P PX 7-Nr1=ICAL IR15EIR Z7IAGRAM SCALE: NONE NOTE: ALL DEVICES ARE TYPICAL A SH ITHI I TO FAN `s 4 ADDRESSABLE DETECTOR IDENTIFICATION MODULE/CIRCUIT # X - X DEVICE # PLATFORM _> _• - ADDRESSABLE DEVICES EZZA• INE �� P;;,,L LEL ;17:NATZ -.ted- ::-ALL EDI ,i".41:N? PLAZA ' °__ y w z z 3 o: 0 z 0 0 w J w Fire & I SI Security SimplexGrinnell 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGRINNELL LP FAX: 206-291-1500 ALL RIGHTS RESERVED A ig Ci El REVISION DESCRIPTION REVIEW COMMENTS ASBUILT SPEAKER/STROBE ADDITION A I~ 0 \ 0 12/30/08 04/24/09 Ci .. : SYSTEM ET 154TH STREET STATION 15427 35TH AVE. S. TUKWILA, WA. 98188 APPROVED BY: E. LATTIN DRAWN BY: M. BEAVER DATE: 4/4/07 SITE/PROJECT NUMBER: 458-405903/926074801 SHEET FA NUMBER: COV 02 J= 1 TW/SHLD PR #16 AWG C/) —1 RS232 CARD C) a 4100-5111 SIG 3-5 AUX 3-4 IDNET CHANNEL #1 4100-1210 4100-3206 AUX 5-12 4100-5101 4100-5115 SIG9-14 AUX14 4100-1312 o 4100-1312 4100-5101 SIG27-29 4100-1279 SIG21-23 SIG15-17 ADDRESS SWITCH 181 1 2 AUX16 00000 TBS 1 2 3 4 5 X t E0 rc 2 k I 8 ICK CPU MOTHERBOARD TBx X= (1) WEST PENN D975 #18 AWG CCOI 1 2 3 4 5 mch 9 I _ _ Btl1 0 0 0 0 N N OC IC IMMIX (2 C J C 8 RS232 0 ce 0 0 0_ U 8 7 6 5 4 3 2 1 0000 0000 P4 TB1 fl ❑0, 0 ❑0, 0 ❑0., 00 T81 TYPICAL SMOKE DETECTOR WIRING DIAGRAM TYPICAL HEAT DETECTOR WIRING DIAGRAM BASE BASE BASE (-BASE 4098-9792 4098-9792 4098-9792 4098-9792 K SHLD 0 v 4 SHLD 2 3 4 5 AUX4 POWER 181 OV +2 + mm9« IDNet SHLD U SHLD L 2098-9808 ALARM INDICATOR RED ALARM LED RED BLJC R=2 #16 AWG - TYPICAL DUCT DETECTOR WIRING DIAGRAM 4098-9756 4 -WIRE DUCT SENSOR o SW2 1== 2 2810 oI� 4100-1279 3i 4i1 5010 6010 7010 8L7 J 0 ADDRESS SWITCH 181 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 13 14 15 16 ❑❑i,❑❑, + LED — IAP + TEST L MAP MAP - +24V 24C AL.M + - ALM 0o O a o V co ..os • C000 o . o Q e 00e OQe O e0,. e eO..e X- ( ) WEST PENN D975 #18 AWG TYPICAL HORN/STROBE WIRING DIAGRAM NAC + NAC - 4906 SERES _FIRE 2098-9808 ALARM INDICATOR RED ALARM LED RED BLK R=2 #16 AWG - TYPICAL DUCT DETECTOR WIRING DIAGRAM 4098-9756 4 -WIRE DUCT SENSOR o SW2 1010 2 oI� 4100-1279 21 I 3010 417 5010 6010 7010 817 J 0 ADDRESS SWITCH TB1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ❑❑i,❑❑, ❑ - ©o 1 ED — AP + TEST MAP - I -24V 24C + - ALM 0o O a o V co ..os • C000 o . o Q e 00e OQe O e0,. e TYPICAL HORN/STROBE WIRING DIAGRAM C= (2) #14 AWG _ (2) #14 AWG TYPICAL HORN/STROBE WIRING DIAGRAM NAC + NAC - 4906 SERIES J FIRE TO NEXT DEVICE OR 10K OHM EOL RESISTOR NAC + NAC - 4906 SERIES FIRE_, TO NEXT DEVICE OR 10K OHM EOL RESISTOR TYPICAL WEATHERPROOF STROBE HIRING DIAGRAM REAR VIEW FIRE FIRE FRONT VIEW (2) #14 AWG TO FACP 24VDC POWER SUPPLY POWER + POWER -P=(2) #14 AWG TYPICAL WEATHERPROOF BELL WIRING DIAGRAM 0 (0 TO NEXT DEVICE OR 10K OHM EOL RESISTOR (2) #14 AWG TYPICAL SMART SYNC -ADAPTER WIRING DIAGRAM SMART SYNC ADAPTER 4905-9815 ®5T0 VISUAL +07 TO AUDIBLE 08 1E19 +®10 Vl® P=(2) #14 AWG 4098-9843 PAM -SD RELAY BLU C —YEL N.C. —ORG—N.O. RED (RELAY OPTIONAL) TYPICAL HORN/STROBE HIRING DIAGRAM C= (2) # 4 AWG (2) #14 AWG HttluA,cci. K..4,716 SERIES _ (2) #14 AWG J FIRE TO NEXT DEVICE OR 10K OHM EOL RESISTOR SISTOR 1 2 W 10K EOL 4081-9008 (EOL REQUIRED) TYPICAL REMOTE RELAY WIRING DIAGRAM TO 24VDC POWER TYPICAL RELAY /AM WIRING DIAGRAM X= (1) WEST PENN D975 #18 AWG TYPICAL SUPRESSION RELEASE PERIPHEL WIRING DIAGRAM NAC+ 0 TB1 NAC 000 000 o�00 182' 2 3 4 5 6 7 8 9 10 1112 mm« mm« mm« NAC3 NAC4 NAC5 4100-9111 SYSTEM POWER SUPPLY 120VAC 60Hz (566-070) AUX3 CITY P6 P3 BTRY (+) P4 BIRY (-) P5 TYPICAL WEATHERPROOF SPEAKER/STROBE WIRING DIAGRAM 2 12 1%4 SPEAKER C STROBE ± m cP u. REAR NEW C= (2) #14 AWG FIRE / FRONT NEW C= (2) #14 AWG TB3 P1 1 11. 1I 1 1' 0 1 2 WSISTOR EOL 10K 4081-9008 (EOL REQUIRED) • u r\ 1D ELEVATOR PRIMARY RECALL/ ALTERNATE RECALL/CAB LJGHT (TYPICAL) SHIELD FM APPROVED CONTROL SOLENOID SOLENOID (BY OTHERS) 24VDC COIL, 700MA (MAX) ASCO #8210A107 OR SKINNER #LV2LBX25 MODELS ONLY TYPICAL MAINTENANCE DISCONNECT SWITCH WIRING DIAGRAM BLK BLACK A BLACK BLACK 4 BLACK RED TB2 TYPICAL IAN WIRING DIAGRAM SHIELD TO NEXT ADDRESSABLE DEVICE TO 24VDC POWER RED WHITE (1) WEST PENN D975 #18 AWG TYPICAL CONTROL SOLENOID MODULE WIRING DIAGRAM TYPICAL COIL SUPERVISION MODULE WIRING DIAGRAM BLACK RED 2080-9059 RED RED - IN - OUT BLK 4 4 BLK 2081-9046 PRE -ACTION SOLENOID U • YEL V \f Ya +IN +OUT £#Simplex X= (1) WEST PENN D975 #18 AWG (6.8K laW) TYPICAL SPRINKLER SWITCH WIRING DIAGRAM TYPICAL WEATHERPROOF SPEAKER/STROBE HIRING DIAGRAM REAR NEW / FIRE FRONT VIEW C= (2) #14 AWG 4? TO NEXT DEVICE OR 10K OHM EOL RESISTOR 0000 0000 00 00 NC NO C NC NO C NC NO C NC NO C RNAY REIRAY CIAAY RELAY'RELAYELIAY R 'RELAY IELA 9 10 11 12 690 9 96 66 6 4100-3206 8 SPDT 3 AMP RELAY BOARD 0000 0000 0000 1 2 3 4 5 6 7 8 9 10 11 12 TB1+ I+ I + I + I + I+ I m m<< co m<< m m<< NAC 9 NAC 10 NAC 11 0000 0000 0000 1 2 3 4 5 6 7 8 9 10 11 12 1B1m m < < + I + I m I < < NAC12 NAC13 NAC14 4100-5115 XPS EXPANSION NAC SMI OD OD 00 03 OM 4100-5101 XPS POWER SUPPLY 120VAC 60Hz AUX POWER TB2 OV +2 + TYF/CAL PO/NT TO POINT AI RI NG AC7 I AGRA SCALE: NONE 000 0000 2 3 4 5 6 7 8 mom mom m NAC N NAC rn NAC 21 22 23 4100-1 FLEX 50 WA 25 VOLT 120VAC 312 TT AMP RMS 60Hz BHBHRRee J= 1 TW/SHLD PR #16 AWG TO NEXT DEVICE OR 10K OHM EOL RESISTOR J= 1 TW/SHLD PR #16 AWG 4100-1279 o 0 I N, Co 0 I RS GO oI� 4100-1279 T J 0 Offle O _ . '• _ ❑❑i,❑❑, ❑ - ©o E OM: OQee 0o O a o V co ..os • C000 o . o Q 4100-1279 0 I Isa CO 0 I N, Co 0 I RS GO 0 I GO 4100-1279 T J 0 Offle OQe 0Lee 0 _ e 0 E OM: OQee OQe I a o V co I Co • One o e 00e OQe O e0,. e eO..e 4100-1279 0 I Isa CO 0 I N, Co 0 I RS GO 0 I GO 4100-1279 0 Co 4100-1279 4100U FRONT PANEL PANEL LAYOUT SCALE: NONE BACK PANEL L L I Black/Orange TFN Red/Blue THHN (2) Red/(2) Blue THHN WestPenn 0975 Red/Black THHN Tw/Shld Pr Tw/Shld Pr Red/Black THHN Blue/White TFN Pink TFN Belden 6322FL WestPenn 0975 Zone Horn/Strobe Horn/Strobe Loop Serial Communication Speaker Speaker Loop 24VDC Power Remote LED w/Test RS232 Interface Addressable Data Line 4098-9714 w/ 4098-9792 Base 4098-9733 w/ 4098-9792 Base 4098-9756 Tamper Switch Low Air Switch Maintenance Disconnect Switch 4"sq 2 1/8" deep w/ 2 -gang cover by EC self-contained ADDRESSABLE DETECTOR IDENTIFICATION SPEAKER CIRCUIT 25/25 STROBE CIRCUIT TAP SPEAKER AT 25V 1 WATT UNLESS OTHERWISE NOTED. ELECTRONIC DRAWING NAME 0 Li Vico I Fire & I SimplexGrinnell Security SimplexGrinnell 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGRINNELL 12 FAX: 206-291-1500 ALL RIGHTS RESERVED PROJECT # 926074801 926074801 943752102 ENGINEER a i -D r4 rl rx A cA°:1 c;31 cl REVISION DESCRIPTION REVIEW COMMENTS ASBUILT SPEAKER/STROBE ADDITION w E-4 " A r - 0 in \ 0 .-1 12/30/08 04/24/09 a -I EM 154TH STREET STATION 15427 35TH AVE. S. TUKWILA, WA. 98188 APPROVED BY: E. LATTIN DRAWN BY: M. BEAVER DATE: 4/4/07 SITE/PROJECT NUMBER: 458-405903/926074801 SHEET NUMBER: FA -F-01 . 0 P 4, CP CP:x›N S • . M1-5 M `— A Cm-) .m,) 717 r D•. -3 _ ;„; L- i i1 7 La CPX CPX A 1 PX 1 a, ' 14-.:1 '1,1 R_I _.. "�h7-'Y9.*-S`J Ect EOL 1 I Pti i."1--,s---‘17;71,-s- ,. PX aEv. PRIMARY RECL at --v. 1T ,5 lm'S Ae-C_ b sr.,ok� dc� SOUTH PLAZA ROOK/ PLANS SCALE: 1/4" = l =0" rt_. _ vrpri • e 3 1.(• .4.- • E• I1-27 -1 MI -23 A . 20W. C CP 1_ r '. T s-, eD AL 3�'RBATE RECAIL L:`141 - • 141-24 • 1. 1.‘4 k"c. cti4Yy.. Co' k►v1 S.h 011 Moor NORTH PLAZA ROO of PLANS SCALE: 1/4" = /,-O" h4rimiT :AU FIPY PEA - Lai uF DEVICE FO BE MONiTuREI,, Letter Qty Color/Type Wire Code Size Function A 2 Black/Orange TFN C 2 Red/Blue THHN D 4 (2) Red/(2) Blue THHN H 1 WestPenn D975 2 Red/Black THHN J 1 Tw/Shld Pr K 2 Tw/Shld Pr P 2 Red/Black THHN R 2 Blue/White TFN 2 Pink TFN ✓ 1 Belden 6322FL X 1 WestPenn D975 16 Zone 14 Horn/Strobe 14 Horn/Strobe Loop 18 Serial Communication 14 16 Speaker 16 Speaker Loop 14 24VDC Power 16 Remote LED w/Test 16 18 RS232 Interface 18 Addressable Data Line Symbol Description Legend Part # Backbox ►©l WP Ceiling Speaker/Strobe - 75cd ss WP Wall Speaker/Strobe - 75cd WP Wall Horn/Strobe - Multicandela Weatherproof Strobe - 75cd Weatherproof Bell TrueAlarm Smoke Sensor TrueAlarm Heat Sensor 0 TrueAlarm Duct Sensor j:( Remote LED WP E) WP WP D• DR Duct Detector Relay 1=1 Supervised IAM Q Fixed Temp. 135° Heat Detector Flow Switch ® Pressure Switch Tamper Switch Low Air Switch Post Indicator Valve Releasing Peripheral MD Maintenance Disconnect Switch Coil Supervision Module Solenoid Ri Relay IAM Remote Relay SmartSync Adapter Module Fire Alarm Control Panel REL SOL SAM FACP ET7OWP-2475C-FW ET7OWP-2475W-FW 4906-9127 RSSWP-2475W-FR M B -G 10-24-R 4098-9714 w/ 4098-9792 Base 4098-9733 w/ 4098-9792 Base 4098-9756 2098-9808 4098-9843 4090-9001 ED-283BPL By Others By Others By Others By Others By Others 4090-9006 2080-9059 2081-9046 By Others 4090-9002 2088-9008 4905-9815 4100-9111 I OB -W I OB -W 4" sq by EC WPSBB-R WBB-R 4" oct by EC 4"oct byEC self-contained sg by EC 4"sq w/sg & cover by EC 4"sq w/sg & cover by EC 4" Oct. by EC By Others By Others By Others By Others By Others 8"H x 6"W x 4"D Double -Gang by EC 4" sq. w/1-1/2" Ext. by EC By Others 4"sq 2 1/8" deep w/ 2 -gang cover by EC self-contained 4-11/16" 2" Deep by EC 56"H x 24"W x 8.375"D 2975-9426 ADDRESSABLE DETECTOR IDENTIFICATION MODULE/CIRCUIT # X — X DEVICE # STROBE AND SPEAKER IDENTIFICATION SPEAKER CIRCUIT 25/25 STROBE CIRCUIT TAP SPEAKER AT 25V 1 WATT UNLESS OTHERWISE NOTED. w z ci z ce 0 z 0 I- 0 w Lai 0 L� Vico I Fire & I Sim fez, a Security SimplexGrinnell 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGR KNELL LP FAX: 206-291-1500 ALL RIGHTS RESERVED PROJECT # 926074801 926074801 943752102 ENGINEER .„ ti W 0 a W Ng A g 0 REVISION DESCRIPTION REVIEW COMMENTS E ta rn d SPEAKER/STROBE ADDITION d A 0 in \ 0 .d 12/30/08 04/24/09 z -4 FIRE ALARM SYSTEM SOUTH & NORTH PLAZA ROOM PLANS 154TH STREET STATION 15427 35TH AVE. S. TUKWILA, WA. 98188 APPROVED BY: E. LATTIN DRAWN BY: M. BEAVER DATE: 4/4/07 SITE/PROJECT NUMBER: 458-405903/926074801 SHEET NUMBER: FA -F -01A 0