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Home My WebLink AboutPP - 10802 EAST MARGINAL WAY SOUTH - BLUE STAR GAS - PERMITS AND PLANS10802 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS D11-220 D12-016 PW08-030 PW 11-107 09-F-127 11-F-277 11-S-276 44=144 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 10502 EAST MAgesok ISL (9M SOUTH s King Co. Assessor's Tax No.: 032304 -90% -03 Suite Number: � Floor: Tenant Name: 6Um_ STAR. CAS Property Owner's Name: BLUE- STAB GA S New Tenant? ❑ - Yes - No Mailing Address: SON. 1/3R16.HT ROAD SANTa RoSA CONTACT PERSON -if there are questions about the submittal. Name: JFF42-1 P .1 Ak L G}1E1 Company Name: 140R -TI W3EST F1 'R - SYSTEM S c�a 999.07 City State Zip Day Telephone: (200 /72- 7 S02 Mailing Address: 3316 5 . IRO I .ST • "TU1LVA.11L 1� City E-mail Address:i a4Ghe.; MA i K'eSYStCMS . Co M Fax Number: WStA t 5181142 Zip (z(2°(0) 712aae e- o4 Valuation of Project (contractor's bid price): $ 15171 0 . O 0 Scope of Work (please provide detailed information): 14e1/1.3 U . SUPPLY NE3A1 PJUJT t N 1.4 1Eu-us - FORE PRoTELT+onl SYS 1 To 6u.PPL1 RE -4.4 p1XE1 MoNt'ib1= NOZZLE TO PeOTE. -T NEW 30, 000 pj.DeA a STop,AZoe. TM1K (C.00 LING O#V41 -NoT ttQE -Tf[AML IMPii4CsChien) T 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: 67,1,4.41V,Z Date:10 IZoIt Print Name: Plan Permit App.doc Day Telephone: &D ) T(2 ' -75 O 2- 5/14/10 5/14/10 TFD FP Form 8 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: December 16, 2011 Blue Star Gas 10802 East Marginal Way S 11-F-277 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. The application is accepted per the following conditions: 1. All initiating devices to be point addressable. 2. All exterior devices to be listed for outdoor application. 3. All control valves and waterflow switches shall be electrically supervised. 4. Testing of the I/R detection shall be per manufacturers guidelines. 5. The pole which contains the pull station, fuel shut-off and detector shall be safeguarded from exposure to vehicular damage. 6. The manual pull station and emergency fuel shut-off switch shall be signed with readily distinguishable placards. 7. Install a smoke detector above the panel. 8. Install permanent placards next to each fire alarm control panel detailing reset procedures. 9. Install a breaker handle lock on the dedicated fire alarm circuit breaker. 10. Install a fire dept. Knox keybox. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-971-8718. No further comments at this time. FILE Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: January 26, 2012 Blue Star Gas 10802 East Marginal Way S D12-016 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Tukwila City Ordinance requires that buildings 500 square feet or larger be equipped with an approved automatic fire sprinkler system and a manual fire alarm system. 2. Please place a note on the plans that the proposed building will be equipped with an automatic fire sprinkler system and a manual fire alarm system. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-971-8718. No further comments at this time. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit FILE 011-�� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: BLit. 51.46- s Type of Inspection: Fi k ILIA,, I Address: 1060,, C MSS .w,J S Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: T: f (91-‹ . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Avn ,;, ] Date: Y / 3_ / 2 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p - • ' 't /1--- D-77 Pyr! /a7 �I - S — a7 b PERMIT NUMBERS//_ aaa CITY OF TUKWILA FIRE DEPARTMENT l 444 Andover. Park East, Tukwila, Wa. 98188 206-575-4407 Proj S 410i12 G -A, FA ( t 1 , Fire Alarm: Type of nspection: cer LAI-e_./S 9 #(4) th,c-e Address: /b'o . _ Suite #: E - r4.a.y , NM wi S Contact Persorf Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: S f -- ` KN o% cep -.9C. IJ <Je- Permits: Occupancy Type: 6 b Dt<SS o ri 9117 0 — - , A.4, 124 `' Ar -c,. Y131/ Z ..(3w t 9 ° 4? Ir R — OK ppo — 0 g4eiJa„ , livDD k)AlK rattcl L 7.4, a0 Life -c, c a -c Fv. b y SSV .1) -Dr -fit rt hAu42 silo L -.d c,-sLArt viAAe, �. �-4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: U V \ ,may Date: 1/13) (? Hrs.: c9_ $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 ONSPECTION RECORD Retain a copy with permit 032304-(1d410 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover ParkEast, Tukwila, Wa. 98188 206-575- Project:1-- i, 4 itil t c tA TyRel of Inspection: Address: f , g 62 Suite #: w5 Contact Person: - Special Instructions: Qom, k k,A5 .c"1111" Phone No.: roved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: ------ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 0 Va k k-.1() L +1? W 0 ( V' 1 C Ld Vl 1k49 Qom, k k,A5 1N) 43-, m7k--- g:735 S ei& TIAPttuti-S ___._, Needs Shift Inspection: Sprinklers: ------ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: y Date: /L.. -)g n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Cali to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Tu LA FIRE PR ON%MAU :......... . 444 Andover Park East, Tukwila; WA 9$1$8 - Rhone 266=575-4407 - Fax 206.=575-4439 E-mail: tukfdprv(a ci.tukwila.wa.us CONTRACTORS MAT WAL AND TEST CERTIFICATE FIRE ALARM AND. FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testi/4. Failure of test:will result in termination of the testing and additional fees will be:assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with tWo--way colniftuiticutions. Date l 1.2. / Z 0/ 2- Per'iuit # // " F Z 77 Property Address / D Sfi2.0 inAglAvAi . Amy . 304,74 . Suite* City _TUKWILA Zip Code 7e/ g8' Name of Facility L U X45 Occupied as P/t pip* N £ 1'EL. 57-09-7-70A1 Owner or Representative C Na sS M r+.s r 2 vQ Phone # 7a 7 Installing Company AI e.-XinjpER /7 -OW /We . fidtve„-.As 7 Installing Contractor's Address / 4/3 !o N GJ S3 Ri> .577-te-r City sgarr/e Installer's Name (PRINT) SERV IYIvu., License and/or Certificate PA- 07317 General Contractor AI 1IN- Phone # 2 - 6-32 - Z 9/v Electrical Contractor &Ate ! i.•.E to -v__ FACP Equipment Manufacturer KLD D e. Model # f I a�sES This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) q /3/zoiaLULU UL4. i kdb UlG UG V A l• 1 UU 1 1 Circle all that apply: NFPA 72, Chapter 12 4 5 6 7 and/or IFC SEC 907 ✓ NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions ./ Manufacturer's Instructions Other (specify) •/ Tukwila City Ordinance Numbers 2050, 2051 /�� 4,6Q- a/ I-�vd- 3o3-os�b UL Central Station Monitor System is monitored by A/Ag-vv1 w. A- t}t SIGNED Date System Firmware: Installed version 1.2 .`6. Checksum Date Li- 3- 12 Initial program 1.2.cC Installation Date 4 - Revisions and Reasons Programmed by SEAN PA iki A EQUIPMENT INSTALLED AND TESTED: Control Panel i of Manual Station 2- of 2 - Smoke Detectors { of J 13= P. oar •j_ of T 0 uuct Detectors of AN Devices of Audio Devices 2- of 9. - Visual Visual Devices 2 -of 2 Auto Door Release of Trouble Indictors of Batteries Readings Battery 2 7 d Generator HVAC Controls Fire Alarm Dialer Make/Model 1'.t.DD . /As.............. Mike/Model >,.,o D€ / B -S. T ►a -E . R, u..,c . / .MfLX Make/Model,NAt. Make/Mode11i1oo i. / Srx»-rr S € ./.TV282Ft Make/Model . Make/Model Make/Model oISTETA SE u s `SS i -2 -i - o Make/Model T:aiIAL, / (LSS Make/Model Make/Model Full Load 72e. Charge c?? , Z _ of _ Make/Model _ of _ Make/Model t oft Make/Model Monitored by A LA$.yY\ w lttr rt A c cs : lS -14,-7s. Annunciator of Make/Model I`�soO - 3o3"OS-csb 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 1 of Valve Tamper Sw. Z of j Make/Model P6n t- Make/Model Pertep._ PN J__ of J_ Make/Model ire Elec. Alarm Bell _ of _ Make/Model Automatic time Delay of Water Flow Alarm N [.1%- seconds. None Installed Do yo4 meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes ✓ No Test of alarm System on emergency power, satisfactory? Yes No Test Witnessed by C. Aore Q ✓C Comments: Title Al .17 2 Date y /$ / 20/2 eddins\Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 L/ v 671r m 'MVI2ro4'+ g`i‘ezide'H1i�d:w,,'4 -' svw FILE COPY GT ENG/NEER/NG a dba of Veritox®, inc. MEMORANDUM To: Cc: FROM: Chris Mastrup, Blue Star Gas Adam Farnham, PE, CSP Sr. Fire Protection Engineer DATE: JUNE 17, 2011 PROJECT No.: 9102 - Blue Star - Seattle Co. RE: WATER SUPPLY EXPIRES 05-24"12! 2 An 8 in. diameter water main is reportedly capped at a dead-end on the south side of the subject property. A water supply calculation was performed. It used the following information, which was obtained from Mr. Cusick at the City of Tukwila Water, for the subject site location. The water data was developed using local test results. Static —120 psi, Residual — 20 psi at Flow —10,000 gpm Two 18" diameter water connections provide water from the City of Seattle water system to the Tukwila Water system. One of the two connections is located close to the project site. The Fire Safety Analysis estimated a demand of 500 gpm for LPG storage tank cooling and personnel protection in the event of a product fire. With an estimated "C" factor (pipe interior roughness) of 100, the Hazen -Williams pressure loss estimated for 200 equivalent feet of 8" diameter pipe is 10 psi at 2000 gpm flow. Estimating an additional 10 psi of loss for meter restrictions and other unknowns, the available water supply would be at least 2000 gpm at 100 psi. This is in excess of the required flow and pressure necessary for protection of tanks and personnel. The 8 inch diameter connection on the south of the property is an acceptable source of water. The volume, pressure and duration of water supply available are in excess of what is needed for protection of the facility. 0 GT ENG/NEER/NG a dba ofVeritar° Inc a of Veritox®, Inc. TRANSMITTAL LETTER To: Don Tomaso Fire Marshal City of Tukwila 444 Andover Park E Tukwila, WA 98188 GT ENGINEERING 18372 Redmond -Fall City Road Redmond, WA 98052 Tel: (425) 556-5555 Fax: (425) 556-5556 Sent by: ® Mail ❑ Air Freight ❑ Hand Carried Per: Date: 6.20.2011 Project No.: 9102 Project Name: Blue Star Gas ❑ Under Separate Cover ❑ Enclosed Quantity Item Description 1 Water Supply Analysis For Blue Star Gas - Seattle, Co. Fire Safety Analysis Remarks: GT ENG/NEER/NG FIRE SAFETY ANALYSIS BLUE STAR GAS - SEATTLE, CO. PREPARED BY: Adam Farnham, P.E., C.S.P. Sr. Fire Protection Engineer GT Engineering Redmond, Washington June 13, 2011 18372 Redmond -Fall City Road • Redmond, WA 98052 • Tel 425-556-5555 • Fax 425-556-5556 • www.gt-engineering.com PROJECT LOCATION: FACILITY PURPOSE: 10802 East Marginal Way South Tukwila, Washington Liquefied Petroleum Gas (LPG) storage, fleet dispensing and bulk distribution CONSTRUCTION FEATURES: • 1 — 30,000 gallon water capacity ASME-compliant horizontal product storage tank • 1-1150 gallon water capacity ASME-compliant vertical product storage tank • Two -position fleet fueling island • Office building CODE COMPLIANCE: • 2009 International Building and Fire Codes • NFPA 58 — 2011 ed. Liquefied Petroleum Gas Code • NFPA 15 — 2007 ed. Standard for Water Spray Fixed Systems for Fire Protection • NFPA 24 — 2007 ed. Standard for the Installation of Private Fire Service Mains and their Appurtenances • NFPA 70 — 2008 ed. National Electrical Code PURPOSE AND BASIS The purpose of this Fire Safety Analysis (FSA) is to determine the overall safety of the facility, including any fire protection features provided beyond the specific requirements of NFPA 58. This FSA is based on the procedure recommended in Fire Safety Analysis Manual for LP -Gas Storage Facilities (2008) which is published by the NFPA and National Propane Gas Association. Additional information is contained in the following appendices, which are attached to this report: 1. A — Fire Safety Analysis Forms 2. B — Site Improvement Drawings 3. C — Piping Schematics 4. D — Equipment Specifications FACILITY INFORMATION The overall facility layout and site improvements are shown in the attached drawings in Appendix B "Site Improvement Drawings for Blue Star Gas - Seattle, Co". Individual storage tank data, facility information and contacts are shown in Forms 4.1, 4.2 and 4.3, which are attached in Appendix A. The facility will be a fenced bulk receiving and distribution center. It will take product delivery from tanker trucks and distribute product via local delivery vehicles. A fleet fueling island will also be supplied from a vertical product tank via underground product lines. The facility is located on a paved, level lot 2 and will have a manufactured office building staffed during regular business hours for administrative and access control purposes. PRODUCT CONTROL Product filling and distribution to/from the horizontal storage container will be via the piping schematic shown in Appendix C. The liquid and vapor lines for the storage tank service a bulk filling rack. An analysis of the code requirements for the bulk filling system tank appurtenances is shown on Appendix A, Form 5.4. The tank will be provided with NFPA 58 -required redundant fail-safe product control valves. LPG transfer piping will be protected by product control systems. The horizontal tank will be provided with internally -mounted excess flow valves, which will automatically shut off if the flow exceeds 250 gpm. Similarly, product piping to the distribution system will be provided with excess flow valves. An emergency shutoff valve (ESV) will be provided on the liquid line at the distribution and receiving filling rack. The ESV will be provided with a fusible link automatic shutoff, set to actuate at approximately 250 F. A manual shutoff feature and manual emergency shutoff at a remote location will also be provided. ESVs will also be installed on the vapor transfer lines on both the distribution and tank filling systems. Breakaway stanchions will be provided for the filling connections. These will provide protection in the event of vehicle movement while the transfer hoses are still attached. Appendix A, Form 5.8 summarizes the redundant, fail-safe equipment provisions. The facility will use low emission transfer equipment on all points of connection. This will minimize both vapor emissions to the atmosphere and product released during hose connect/disconnect operations. Low -emission transfer equipment provisions are summarized in Appendix A, Form 5.9. Automatic closure of product control valves on both the liquid and vapor lines will occur in the event of fire or hose pull-away. The remote shutdown equipment will de -energize the electrical power supply for the transfer pump, as well as closing all valves. Signs will be posted at the facility advising of the no smoking policy and emergency shutdown procedures. PHYSICAL PROTECTION Physical protection features are summarized in Appendix A, Form 6.1. Lighting will be provided for nighttime operations. This will include illumination for the storage container, vehicle being loaded/unloaded, control valves and other equipment on site. Vehicle impact protection will be provided. A perimeter fence will be installed around the facility, with a separate fence isolating the horizontal storage tank. Two openings will be provided in the perimeter fencing to allow emergency access. A minimum 3 foot clearance will be maintained around all means of egress. 3 v OTHER CONTROLS An ignition source control assessment is summarized in Appendix A, Form 6.2. No combustible foliage will be present. No other types of fuel will be dispensed at the facility. Electrical equipment will be installed to the requirements of NFPA 70. Portable, dry chemical extinguishers will be provided at each fuel transfer location. Smoking will be prohibited at the facility. Separation distances will be provided in accordance with NFPA 58, Tables 6.3.1 and 6.5.3. These are summarized in Appendix A, Forms 6.3 and 6.4. FIRE PROTECTION Fire protection features are summarized in Appendix A, Form 6.6. A fixed monitor nozzle will be provided. A Firepro Model FP4-750 monitor (or approved equivalent) with a Firepro Model FP -500B (or approved equivalent) master stream nozzle will be positioned to the south of the horizontal tank installation. The monitor nozzle will be positioned such that it can effectively wet the exposed tank surface area and appurtenances. A listed deluge control valve will actuate the monitor, in accordance with NPFA 15, paragraph 5.7.1. The deluge control valve will be actuated by either automatic flame detection or manually by a release on the pneumatic actuation system. In addition, the deluge system will be provided with a fire department connection at the public way. The connection will be provided in compliance with NFPA 15, paragraph 5.10 and consist of two 2 1/2 inch diameter hose connections. This connection will provide water downstream of the deluge valve and allow a redundant backup water supply. A flame detection system will be provided to monitor the horizontal tank. When a fire is sensed, the system will sound a local alarm, close product control valves, stop power to the transfer pump and actuate the monitor. The flame detection and alarm system will use equipment listed and approved for this function. The system will transmit the alarm to a central station monitoring facility for fire department notification. EXPOSURE EVALUATION An evaluation of hazards to exposed properties from an in -plant LPG release is summarized in Appendix A, Form 7.2 using data from Form 7.1. Adjacent occupancies within 250 ft of the facility's property line include: 1. A supply warehouse/garage —100 ft north 2. Sound Transit Light Rail — Overhead guideway at 40 ft. elevation approximately 27 ft south of east storage tank. 3. Warehousing — Gene Juarez distribution center approximately 200 ft. south. 4. Police training facility — approximately 250 ft southeast. 5. South Boeing Access Rd — 200 ft. north 6. East Marginal Way South — West side of property 4 { 7. Chevron fuel station — 200 ft. west. An event at this fuel station could possible pose a hazard for the LPG facility. However, separation distance is sufficient that a conceivable fuel release and fire would likely have a negligible impact on the temperature of product stored in the LPG containers. No assembly, institutional or educational occupancies are exposed by this facility. Fixed population densities are low. Transient population densities vary, depending upon the time of day. It is estimated that a maximum of 220 people could be present on one two - car light rail train. The light rail operates every 7.5 minutes during peak periods. Trains traverse the overhead guideway at the facility on a two -track system. The rail cars are operated by trained personnel. The extent of training of the staff is not known. The number of persons in automobiles adjacent to the facility also varies depending upon the time of day. An intersection to the northwest of the facility is busy most of the day. The number of vehicles transiting the adjacent roads is not known. Facility exposure to and from these transportation modes is low. FIRE DEPARTMENT This location is served by the City of Tukwila Fire Department. WATER SUPPLY Fire protection water will be supplied from the City of Tukwila. The water main in East Marginal Way South, which is immediately west of the project site, is reported to be able to supply a static pressure of 120 psi and a residual pressure of 20 psi at 10,000 gallons per minute of flow. Two public fire hydrants are located within 60 feet of the project property line to the west and south. These hydrants are 180 and 260 feet from the facility entrance on East Marginal Way South. The site utilizes approximately 220 feet of frontage on East Marginal Way South, which allows a good field of view for application of water via aerial apparatus. 5 SUMMARY This LPG bulk transfer and storage facility is located in an area with minimal exposures. It will be equipped with redundant product controls, an automatic fire detection and suppression system and excess pressure venting appurtenances. Management procedures specify elimination of ignition sources (smoking, engine shutoff) for transfer operations. Management also maintains a prescriptive maintenance program for hoses, check valves, fire extinguishers and suppression equipment in compliance with state and local codes. Following a review of facility features and controls, GT Engineering finds the proposed facility to be in compliance with the codes specified in this document. No unusual conditions are present which require additional protection outside the scope of NFPA 58, the Liquefied Petroleum Gas Code. GT Engineering Veritox, Inc. dba Adam =T am, P.E., C.S.P. Sr. Fire Protection Engineer 6 Appendix A LSA Forms Appendix A Form 4.1 Initial Data on the LP -Gas Facility A B C Item Information Item Data 1 Name of the LP -Gas Plant Owner or Operator Blue Star Gas — Seattle, Co. 2 Contact Name: Chris Mastrup 3 Contact Telephone & Fax Numbers 707-573-3130 707-573-3132 4 Contact Email Address cmastrup@bluestargas.com 5 Mailing Address Street 1: 10850 E Marginal Way S Street 2: City, State, Zip: Tukwila, WA. 98188 Form 4.2 Facility Storaslre Capaci A B C D # Individual Container Water Capacity (wc) (gallons) Number of containers Total Water Capacity (wc) of each container size (gallons) 1 500 1,000 2,000 1 1150 4,000 10,000 18,000 30,000 1 30,000 60,000 Other: Other: Other: Other: 2 Aggregate Water Capacity 1 31,150 Notes: (1) Column D = Column B x Column C. (2) Parked bobtails, transports and tank cars should not be considered for aggregate capacity calculations. (3) Do not consider containers that are not connected for use. (4) For the purpose of this manual, "Aggregate Water Capacity" means any group of single ASME storage containers separated from each other by distances less than those stated in the aboveground containers column of Table 6.3.1. If the aggregate water capacity of the LP -Gas facility is less than or equal to 4,000 gallon (w.c.), no further assessment is required. YOU CAN STOP HERE. A- 1 Form 4.3 Additional Information on the LP -Gas Facility ❑ Existing Facility; Built to NFPA 58 Edition 2011 X Proposed Facility a) Name of the Facility (if applicable) Blue Star Gas — Seattle, Co. b) Type of LP -Gas Facility 0 Commercial 0 Industrial X Bulk Plant c) Facility is located in 0 Rural Area, 0 Suburban Area, 0 City Industrial Zone X City Commercial Zone d) Facility neighbors§: 0 Agri. fields X Commercial Bldgs. ❑ Flammable Liquids Storage (Check all that apply) ❑ Industrial Activity (metal fabrication, cutting and welding, etc) X Manufacturing X Others (explain) — Sound Transit Light Rail overhead in casement. e) Geographic Location of Facility/Address: 0 Landmarks, if any: g) LP -Gas liquid supply by: (Check all that apply) h) LP -Gas Distribution by: (Check all that apply) 10850 East Marginal Way South Tukwila, WA. 98188 ❑ Bobtail X Truck Transport 0 Rail Tank Car ❑ Pipeline X Bobtail 0 Truck Transport El Vapor Piping O Liquid Piping X Dispensing or Vehicle Liquid fueling i) Number of Vehicle Entrances: X One 0 Two 0 More than two j) Type of Access Roads to the Facility (One check per line) Entrance 1 (One check per line) Entrance 2 ❑ Rural ❑ Dirt road O Dirt road ❑ City or Town X Highway ❑ Gravel road X Paved ❑ Gravel road 0 Paved k) Staff presence ❑ Not staffed 0 Only during transfer operations O Staffed always (24/7) X Only during business hours O Other (Explain) 1) Location and distances to Institutional Occupancies surrounding the facility, if any, within 250 ft from the facility boundary in the direction of the assets. None present m) Overview plot plan of the facility attached? X Yes ❑ No § All properties either abutting the LP -Gas facility or within 250 feet of the container or transfer point nearest to facility boundary. A-2 Form 5.1 Compliance with Code Requirements for Appurtenances on Containers of 2,000 Gallons Water Capacity or Less A B C D E Container # Service Configuration Sub Figure (in Figure 5-1) Number of Product Control Ap-urtenances Release NFPA 58 Section Reference (2011 edition) Required by NFPA 58 (applicable edition) Installed on he Container 1 5-1E 3 3 5.7.7.1 and Table 5.7.7.1 2 5.7.7.1 and Table 5.7.7.1 2 3 3 4 4 5 5 6 6 If, in Form 5.1, any one of the numbers in column D is less than the number in Column C of the corresponding row, then these items must be addressed and brought into compliance with the specific edition of NFPA 58 that the facility was constructed to. Form 5.2 Compliance with Code Requirements for Appurtenances on Containers Of water capacity 2001 gallons through 4,000 gallons Used in Residential and Commercial Facilities A B C D E Service Number of Product Control Appurtenances Release NFPA 58 Container # Configuration Sub Figure (in Figure 5-1) Required by NFPA 58 (applicable edition) Installed on the Container Section Reference (2011 edition) 1 5.7.7.1 and Table 5.7.7.1 2 3 4 5 6 If, in Form 5.2, any one of the numbers in column D is less than the number in Column C of the corresponding row, these items must be addressed and brought into compliance with the specific edition of NFPA 58 that the facility was constructed to. A-3 Form 5.3 Compliance with Code Requirements for Appurtenances on Containers Having a Water Capacity of 2,001 through 4,000 Gallons Used in Bulk Plants and Industrial Plants A B C D E F G LP -Gas inlet to Total Number of Product Release Control Appurtenances NFPA 58 Container # and outlet from the container** Figure # Required by NFPA 58 (applicable edition) Installed on the container Section Reference (2011 edition) 1 Vapor Inlet 5-2 See Table 5.7.7.3 Outlet 5-3 Liquid Inlet 5-4 Outlet 5-5 2 Vapor Inlet 5-2 Outlet 5-3 Liquid Inlet 5-4 Outlet 5-5 3 Vapor Inlet 5-2 Outlet 5-3 Liquid Inlet 5-4 Outlet 5-5 4 Vapor Inlet 5-2 Outlet 5-3 Liquid Inlet 5-4 Outlet 5-5 ** If the container does not provide an opening for the specific function listed, enter 0 (zero) in columns E and F corresponding to that row. If, in Form 5.3, any one of the numbers in column F is Tess than the number in Column E of the corresponding row, these items must be addressed and brought into compliance with the specific edition of NFPA 58 that the facility was constructed to. A-4 Form 5.4 Compliance with Code Requirements for Appurtenances on Containers Having a Water Capacity Greater Than 4,000 Gallons Used in Bulk Plants and Industrial Plants A B C D E F G Container # LP -Gas inlet to and outlet from the container** Figure # Total Number of Product Release Control Appurtenances NFPA 58 Section Reference (2011 edition) Required by NFPA 58 (applicable edition) Installed on the container 1 Vapor Inlet 5-2 2 2 See Table 5.7.4.2 Outlet 5-3 2 2 Liquid Inlet 5-6 2 2 Outlet 5-7 2 2 2 Vapor Inlet 5-2 Outlet 5-3 Liquid Inlet 5-6 Outlet 5-7 3 Vapor Inlet 5-2 Outlet 5-3 Liquid Inlet 5-6 Outlet 5-7 4 Vapor Inlet 5-2 Outlet 5-3 Liquid Inlet 5-6 Outlet 5-7 ** If the container does not provide an opening for the specific function listed, enter 0 (zero) in columns E and F corresponding to that row. If in Form 5.4 any one of the numbers in column F is Tess than the number in Column E of the corresponding row, these items must be addressed and brought into compliance with the specific edition of NFPA 58 that the facility was constructed to. A-5 Form 5.5 Requirements for Transfer Lines of 11/2 -inch Diameter or Larger, Liquid -into -Containers A B C D E F Item # Appurtenance (Either No. 1 or No. 2)** Appurtenance Provided with the Feature Installed in the facility? NFPA 58 Section Reference (2011 edition) Yes No 1 Emergency Shutoff Valve (ESV) (Ref § 6.12.1) Installed within 20 ft. of lineal pipe from the nearest end of the hose or swivel -type connections. X 6.12.2 Automatic shutoff through thermal (fire) actuation with melting point of thermal element < 250 °F X 6,12.6 Temperature sensitive element (fusible link) installed within 5 ft from the nearest end of the hose or swivel type piping connected to liquid transfer line. X 6.12.6 Manual shutoff feature provided at ESV installed location. X 6.12.10 (1) Manual shutoff device provided at a remote location, not less than 25 ft., and not more than 100 ft. from the ESV. X 6.12.10 (2) An ESV is installed on each leg of a multi leg piping each of which is connected to a hose or a swivel type connection on one side and to a header of size 1'/s inch in diameter or larger on the other side. X 6,12.5 6. ] 8.2.6 (1) Breakaway stanchion is provided such that in any pull-away break will occur on the hose or swivel- type connection side while retaining intact the valves and piping on the plant side. X 6.12.8 2 Back flow Check Valve (BCV)* * Installed downstream of the hose or swivel -type connection X 6.12.8 BCV is designed for this specific application. X 6.12.3 and 6.12.4 A BCV is installed on each leg of a multi leg piping each of which is connected to a hose or a swivel type connection on one side and to a header of 11/2 inch in diameter or larger on the other side. X 6.12.5 Breakaway stanchion is provided such that in any pull-away break will occur on the hose or swivel- type connection side while retaining intact the valves and piping on the plant side. X 6.12.8 ** The backflow check valve (BCV) is only permitted when flow is only into the container and shall have a metal -to -metal seat or a primary resilient seat with metal backup, not hinged with a combustible material. A-6 Form 5.6 Requirements for Transfer Lines of 11/2 -inch Diameter or Larger, Liquid Withdrawal From Containers A B C D E F Item # Appurtenance Appurtenance Provided with the Feature Installed in the facility? NFPA 58 Section Reference (2011 Edition) Yes No 1not Emergency Shutoff Valve (ESV) (Ref § 6.12.1) Installed within 20 ft. of lineal pipe from the nearest end of the hose or swivel -type connections. N.A. N.A. 6.12.2 Automatic shutoff through thermal (fire) actuation with melting point of thermal element < 250 °F N.A. N.A. 6.12.6 Temperature sensitive element installed within 5 ft from the nearest end of the hose or swivel type piping connected to liquid transfer line. N.A. N.A. 6.12.6 Manual shutoff feature provided at E SV installed location. N.A. N.A. 6.12.10 (1) Manual shutoff device provided at a remote location, less than 25 ft., and not more than 100 ft. from the ESV. N.A. N.A. 6.12.10 (2) An ESV is installed on each leg of a multi leg piping each of which is connected to a hose or a swivel type connection on one side and to a header of 1'/2 inch in diameter or larger on the other side. N.A. N.A. 6.12.5 6.18.2.6 (1) Breakaway stanchion is provided such that in any pull-away break will occur on the hose or swivel- type connection side while retaining intact the valves and piping on the plant side. N.A. N.A. 6 12 8 Number of ESV's in liquid withdrawal service 4 ote: If more than one ESV is installed in the facility, use one Form 5.6 for each ESV. A-7 Form 5.7 Requirements for Vapor Transfer Lines 11/4 -inch Diameter or Larger A B C D E F Item Appurtenance Installed in the facility? NFPA 58 Section Appurtenance Provided with the Feature Yes No Reference (2011 edition) 1 Emergency Shutoff Valve (ESV) (Ref § 6.12.1) Installed within 20 ft. of lineal pipe from the nearest end of the hose or swivel -type connections. X 6.122 Automatic shutoff through thermal (fire) actuation with melting point of thermal element < 250 °F X 6.12.6 Temperature sensitive element installed within 5 ft from the nearest end of the hose or swivel type piping connected to liquid transfer line. X 6.12.6 Manual shutoff feature provided at E SV installed location. X 6.12.10 (1) Manual shutoff device provided at a remote location, not less than 25 ft., and not more than 100 ft. from the ESV. X 6.12.10 (2) An ESV is installed on each leg of a multi leg piping each of which is connected to a hose or a swivel type connection on one side and to a header of 1'A inch in diameter or larger on the other side. X 6.12.5 6.18.2.6(1) Breakaway stanchion is provided such that in any pull- away break will occur on the hose or swivel -type connection side while retaining intact the valves and piping on the plant side. X 6.12.8 If a checkmark is made in the "No" column of any one of Form 5.5, Form 5.6 or Form 5.7, then these items must be addressed and brought into compliance with the specific edition of NFPA 58 that the facility was constructed to. A-8 Form 5.8 Evaluation of Redundant Fail -Safe Design A B C D E F I t e m # Description Features Installed in the facility? NFPA 58 Section Reference (2011 edition) Yes No 1 Container Sizes for which the appurtenances are provided Redundant Fail -Safe equipment and Low Emission transfer lines are provided for each container of water capacity 2,001 gal X 6.26.3 and 6.26.4 through 30,000 gal 2 LIQUID OR VAPOR WITHDRAWAL (1-1/4 in. or larger) Internal Valve with integral excess flow valve or excess flow protection X 6.26.3.1 Positive Shutoff Valve installed as close as possible to the Internal Valve X 6.26.3.4 3 LIQUID OR VAPOR INLET Internal Valve with integral excess flow valve or excess flow protection or Back Flow Check valve X 6.26.3.5 Positive Shutoff Valve installed as close as possible to the Internal Valve or the back flow check valve X 6.26.3.5 4 Railcar Transfer Flow Into or Out of Railroad tank car Internal Valve installed in the transfer hose or the swivel -type pipingat the tank car end typ N/A N/A 6.18.2.6 (1) and 6.26.4.1 Flow Only into railroad tank car Internal valve or backflow check valve installed in the transfer hose or the swivel- type piping at the tank car end N/A N/A 6.18.2.6 (2) and 6.26.4.1 5 Cargo Tank Transfer Protection provided in accordance with 6.12.N/A N/A 6.26.4.1 6 Automatic closure of all primary valves (IV & ESV) in an Emergency Actuated by Fire Detection X 6.26.4.2 Actuated by a hose pull-away X 6.26.4.2 Manually operated remote shutdown of IV and ESV Remote shutdown station within 15 ft of the point of transfer? X 6.26.4.3 (A) Another remote shutdown station between 25 ft and 100 ft of the transfer point? X 6.26.4.3 (B) Shutdown stations will shut down electrical power supply, if any, to the transfer equipment and primary valves? X 6.26.4.3 Signs complying with the requirements of 6.24.4.3 (C) provided? X 6.26.4.3 C ( ) If h ole: te facility does not have a rail terminal, write the word NA in both the "Yes" column and the "No" column in item 4 of this Form in the railroad tank car row. Similar option is also available if there is no cargo tank vehicle transfer station. A-9 Form 5.9 Evaluation of Low Emission Transfer Equipment A B C D E F I t e Description Features Installed in the facility? NFPA 58 Section Reference m # Yes No (2011 Edition) 1 Transfer into Cylinders or ASME Containers on Vehicles Delivery Nozzle and Filler Valve- Max. Liquid Release after transfer of 4 cc. Fixed Maximum Liquid Level Gage not used during transfer operations X 6.26.5.1 (B) 2 Transfer into Stationary ASME Containers. Delivery valve and nozzle combination During product transfer or post transfer uncoupling of the hose, liquid product volume released to the atmosphere does not exceed 4 cc (0.24 in) from a hose of nominal size 1 in or smaller X 6.26.5.1 (A) does not exceed 15 cc (0.91 in) from a hose of nominal size larger than 1 in. X 6.26.5.2 (B) 3 Transfer into Stationary ASME Containers Maximum filling limit Do containers of less than 2,001 gal (w.c.) have an overfilling prevention device or another approved device? X 6.26.5.2 (F) Do containers of greater than 2,000 gal (w.c.) have a float gage or other non -venting device? X 6.26.5.2 (E) 4 Transfer into Stationary ASME Containers Fixed Maximum Liquid Level gage Not used during routine transfer operations but used to calibrate other non -venting liquid level gages in the container X 6.26.5.2 (C, D) Note: 1) If the facility does not have a particular feature described in the table, write "NA" in both the "Yes" and "No" columns corresponding to the row in item 2. A- 10 Form 6.1 Evaluation of Physical Protection and Other Measures A B C D E F # Item Features Installed in the facility? NFPA 58 Section Yes No Reference (2011 Edition) 1 Lightingt Provide lighting for nighttime operations to illuminate storage containers, container being loaded, control valves, and other equipment X 6.18.5 2 Vehicle impact protection Protection against vehicular (traffic) impacts on containers, transfer piping and other appurtenances is designed and provided commensurate with the size of vehicles and type of traffic in the facility. (Example protection systems include but not limited to (1) Guard rails, (2) Steel bollards or crash posts, (3) Raised sidewalks. X 6.9.3.10 and 6.19.3.2 3 Protection against corrosion Provide protection against corrosion where piping is in contact with supports or corrosion causing substances. X 6.9.3.11 and 6.23.5.1(K) Completeonly 4A or 4B 4A 4B Perimeter Fence Is an industrial type or chain link fence of at least 6 ft high or equivalent protection provided to enclose (all around) container appurtenances, pumping equipment, loading and unloading and container filling facilities? 6.18.4.2 Are at least two means of emergency accesses (gates) from the enclosure provided? NOTE: Write "N.A." (not applicable) if (i) The area enclosed is less than 100 ft , or (ii) The point of transfer is within 3 ft of the gate, or containers are not filled within the enclosure X 6.18.4.2 (A) Is a clearance of at least 3 feet all around to allow emergency access to the required means of egress been provided? X 6.18.4.2 (B) Guard Service Lock -in -Place devices If a guard service is provided, does this service cover the LP -Gas plant and are the guard personnel provided with appropriate LP -Gas related trainin:, .er section 4.4 ofNFPA 58? Are Lock -in -Place devices provided to prevent unauthorized use or operation of any container appurtenance, system valves, or equipment in lieu of the fence requirements above? N.A. N.A. N.A. N.A. 6.18.4.3 6.18.4.2 C i ( ) ote: Fill only items 1, 2, 3, and 4A or 4B. Indicate with "NA" when not filling the "Yes" or "No" column. $ Indicate with "NA" if the facility is not operated at night. A- 11 Note Form 6.2 Ignition Source Control Assessment A B C D E # Ignition Control Requirement Is the Facility comp iant? NFPA 58 Section Reference (2011 Edition) Yes No 1 Are combustible materials, weeds and tall grass not closer than 10 ft. from each container? X 6.4.5.2 2 Is a distance at least 20 ft. provided between containers and tanks containing flammable liquids with flash point less than 200 °F (ex., gasoline, diesel)? N.A. N.A. 6.4.5.5 3 Are electrical equipment and wiring installed per Code requirements? X 6.22.2 4 Is open flame equipment located and used according to Code? N.A. N.A. 6 22 3 5 Are ignition control procedures and requirements during liquid transfer operations followed? X 7.2.3.2 6 Is an approved, portable, dry chemical fire extinguisher having a minimum capacity of 18 ib. (8.2 kg) with a B:C rating provided in the facility? X 6.23.4.2 7 Is an approved, portable, dry chemical fire extinguisher having a minimum capacity of 18 lb. (8.2 kg) with a B:C rating provided on each truck or trailer used to transport portable containers? X 9.4.7 8 Is the prohibition on smoking within the facility premises strictly enforced? X 7.2.3.2 (B)10 9.4.10 A-12 Form 6.3 Separation Distances from Containers to Buildings, Property Lines that can be Built upon, Inter -container Distances, and Aboveground Flammable or Combustible Storage Tanks A B C D E F G Container Size Separation Between Property lines, important building Minimum Is the compliant? Facility NFPA 58 Section # Range in (W C) or other property and the nearest Distance (ft) Yes No Reference 211 Edition) container which is 1 501 through 2,000 Above Ground 25 X Table 6.3.1 Underground or Mounded 10 N.A. N.A. Between containers 3 N.A. N.A. 2 2,001 through 30,000 Above Ground 50 X Underground or Mounded 50 N.A. N.A. Between containers 5 N.A. N.A. 3 30,001 through 70,000 Above Ground 75 N.A. N.A. Underground or Mounded 50 N.A. N.A. Between containers ''A sum of diameters of adjacent containers N.A. N.A. 4 70,001 through 90,000 Above Ground 100 N.A. N.,A. Underground or Mounded 50 N.A. N.A. Between containers '/ sum of diameters of adjacent containers N.A. N.A. 5 All sizes greater than 125 gal Separation distance between a LP -Gas container and an above ground storage tank containing flammable or combustible liquids of flash points below 200 °F. 20 N.A. N.A. 6.4.5.5 Note: If any of the container sizes indicated in the above form are not present in the facility, enter "NA" in both Yes and No columns. A-13 Form 6.4 Separation Distances between Points of Transfer and other Exposures A B C D E F G # Type of Exposure within or outside the facility Check if Minimum Distance Is the compliant? Facility NFPA 58 Section boundary exposure is present (ft) Yes No Reference (2011 Edition) 1 Buildings, mobile homes, recreational vehicles, and modular homes with fire -resistive walls X 10 X Section 6.5.3 Table 6.5.3 2 Buildings with other than fire resistive walls 25 3 Building wall openings or pits at or below the level of the point of transfer 25 4 Line of adjoining property that can be built upon X 25 X 5 Outdoor places of public assembly, including school yards, athletic fields, and playgrounds 50 6 Public ways, including public streets, highways, thoroughfares, and sidewalks From points of transfer in LP -Gas dispensing stations and at vehicle fuel dispensers. X 10 X From other points of transfer 25 7 Driveways X 5 X 8 Mainline railroad track centerlines 25 9 Containers other than those being filled 10 10 Flammable and Class II combustible liquid dispensers and aboveground and underground containers 20 11 Flammable and Class II combustible liquid dispensers and the fill connections of LPG containers 10 12 LP -Gas dispensing device located close to a Class I liquid dispensing device. 10 6.22.4.33 . riace a cnecicmark in column C against an exposure that is present in or around the facility. Fill columns E or F for only those rows for which there is a checkmark in column C. If the facility contains low emission transfer equipment (i.e, all equipment identified in Form 5.9 are installed and are in working order), then the minimum separation distances in column 1) of Form 6.4 can be reduced to one half of the indicated values. If the containers in the LP -Gas facility are provided with SPECIAL PROTECTION MEASURES, then continue the analysis below. Otherwise skip section 6.4 and go to Chapter 7. Also see Chapter 9. A- 14 Form 6.5 Special Protection Measures — Requirements for Passive Systems A B C D E # Special Protection Option Question Is the Facility compliant? NFPA 58 Section Reference (2004 Edition) Yes No I Container Insulation Insulation provided on each of the containers? N.A. N.A. 6.23.5.1 Insulation material complies with the requirements of section 6.23.5.1 of NFPA 58? N.A. N.A. 6.23.5.1 and 6.23.5.2 2 Mounding of containers Each container in the facility is mounded? N.A. N.A. 6.23.5.3 Mounding complies with each requirement under section 6.23.5.3 of NFPA 58. N.A. N.A. 6.23.5.3 3 Burying of containers Each container in the facility is buried? N.A. N.A. 6.23.5.4 Buried containers comply with each requirement under section 6.6.6.1 of NFPA 58. N.A. N.A. 6.6.6.1 & 6.23.5.4 Form 6.6 Special Protection Measures — Requirements for Active Systems 1. Refer to Chapter 8 for a discussion on NFPA 15 Standard for Water Spray Fixed Systems for Fire Protection A-15 Special Is the Facility comphamt? NFPA 58 Section # Protection Option Question Yes No Reference (2004 Edition) 1 Water spray systems Are fixed water spray systems, complying with NFPA 15' requirements, used for each container in the facility? X 6.23.6.1 Do fire responsive devices actuate water spray system automatically? X 6.23.6.2 Can the water spray systems be actuated manually also? X 6.23.6.2 2 Monitor nozzle systems Are the monitor nozzles located and arranged so that the water stream can wet the surfaces of all containers exposed to a fire? X 6.23.6.3 Can the water stream from a monitor nozzle reach and wet the entire surface of, at least, one half of a length from one end of each of the containers it is designed to protect? X 6.23.6.3 Do fixed monitor nozzles comply with NFPA 151 requirements? X 6.23.6.3 Do fire responsive devices actuate the monitor nozzles? X 6.23.6.3 Can the monitor nozzles can be actuated manually also? X 6.23.6.3 1. Refer to Chapter 8 for a discussion on NFPA 15 Standard for Water Spray Fixed Systems for Fire Protection A-15 Form 6.7 Protection Against Vehicular Impact # System Protected Is physical protection provided. Type of physical protection installed Yes No 1 Storage containers X Barriers 2 Transfer stations X Barriers 3 Entry way into the plant X Fence & Gates A- 16 Table 7.1 Distances to Various Types of Propane Hazards Under Different Release Models** Model # Details of' the Propane Release Model Releases from or due to Vapor Dispersion Distance to LFL (ft) Explosion Hazard Distance (ft) Fire Ball Radiation Distance (ft) 1 A Bobtail hose failure. Release of the entire inventory in the hose, quickly. 1" ID x 150 ft hose length 250 110 50 1B 1" ID x 120 ft hose length 230 103 45 1C 1" ID x 75 ft hose length 190 90 40 2 Release of the inventory in a transfer piping 1" x 30 ft + @ 20 gpm for 10 min., due to failed excess flow valve. 135 120 25 3 Release from the container pressure relief valve No ignitable vapor concentration at ground level 4 Release from a I" ID x 150 ft transfer piping to a vaporizer and reduced flow from a partially open excess flow valve @ 20 gpm for 10 min. 250 120 50 5 Leak from a corrosion hole in a transfer pipe at a back pressure of 130 psig (corresponding to 80 °F) for 60 min. Hole size is `/," ID. 110 120 5 6 Release of the entire inventory in a 2" ID x 20 ft., transfer hose. 195 90 40 7 Transport hose blowdown: Hose size 2" ID, 20 ft length release for 3min., from a Transport after the tank is filled. 75 30 <5 esults from models described in Appendix B. The results are rounded to the nearest 5 feet. Form 7.1 Types of Occupancies(1) Near or Surrounding the LP -Gas Facility Type of Occupancies Model # from Table 7.1 Hazard Distance (2) (feet) Is an Occupancy located within the hazard distance from the Facility? Yes No Assembly Occupancies (Places of worship, Libraries, Theaters and Auditoriums, Food or Drink Bars, Sports Stadiums, Amusement Parks, Transportation Centers, etc. with 50 or more people). N.A. X Institutional Occupancies (Elderly Persons Home or Nursing Home, Hospitals, Alcohol & Drug Rehabilitation Centers, Prisons) N.A. X Educational Occupancies (Elementary Schools, Day Care facilities, etc). N.A. I X : (1) Different types of occupancies are defined in NFPA 5000 (2) Table 7.1 provides a number of scenarios that can result in propane release, and the resulting arca exposed for different ignition mechanisms. Determine the scenarios that are applicable to the facility, for the quantities that can be released. Use the hose diameters and length that will be used at the facility if they differ from the ones in Table 7.1 and recalculate the hazard distances using a spreadsheet method that is available at npga.org. Some scenarios may not be applicable to an installation based on other mitigation measures taken, such as a hose management procedure to minimize the possibility of hose failure. A-17 Form 7.2 Exposure to LP -Gas Facility from External Hazards A B C D Item # Type of Neighboring Operation Hazard exist s to the LP -Gas Facility YES NO 1 Petroleum and other hazardous material storage, wholesale dispensing, etc. X 2 Metal cutting, welding , and metal fabrication X 3 Industrial Manufacturing that can pose extemal hazards X 4 Ports, rail yards and trans -shipment terminals handling flammable and explosive materials. X 5 Other operations that may pose hazards (gasoline and other hazardous material dispensing stations, fertilizer storage, etc). X NOTE: If a particular activity indicated in column B does not exist, fill both "Yes" and "No" columns with "N/A." Where a "YES" has been checked in either Form 7.1 or Form 7.2: 1) For an existing facility, communicate this information to local emergency responders for inclusion in their emergency planning. 2) For a proposed facility, implement the actions indicated in Chapter 9. Form 8.3 Water Flow Rate and Total Water Volume Required to Cool Containers Exposed to a Fire A B C D E F G H Item # ASME Container Size (gallons) Total Surface Area of each Container (ft)(ft2) Surface Area containerofeach to be Cooled Water flow rate required per container (gpm) Number of containers of the size indicated Total Water flow rate required; (gpm) Total volume of water required for 10 min a (gl) 1 500 86 43 10.8 1,000 172 86 21.5 2,000 290 145 36.3 1 36.3 4,000 374 187 46.8 6,500 570 285 71.3 9,200 790 395 98.8 12,000 990 495 123.8 18,000 1,160 580 145.0 30,000 1,610 805 201.3 1 201.3 45,000 2,366 1,183 295.8 60,000 3,090 1,545 386.3 90,000 4,600 2,300 575.0 Other Size 18,000 550 130 2a Calculated water flow rate for container protection 237.6 2376 2b Water flow rate rounded up to nearest multiple of 125 250 2500 3 Water for firefighter protection, if required 250 I 2500 4 Total water flow rate and volume 500 5000 Note: Column D = (1/2) x Column C Column F = 0 25 /ftZ C 1 r^^ D • (bpm ) x o u Column G = Column F x Column E Column H = 10 x Column G Line 2a, Column G and Column H are the sum of numbers in each row above line 2 of each column. Line 4, Column G and Column 11 are the sum of numbers in rows 2 and 3. I Consider only 3 containers for water supply evaluations even if the number of containers in a group is more than 3. 1 ASME container dimensions obtained from www.standby.com/products/storage tanks.html The total water requirement for the facility is indicated in item 4, column G (water flow rate) and column H (total water volume or quantity) of Form 8.3. If multiple groups of containers are present in the facility, repeat the calculations in Form 8.3 for each group of containers. The total water requirement for the facility is the largest value for any single group of containers. A-19 n v Form 8.4 Evaluation of Water Availability in or Near the LP -Gas Facility A B C D Item # Water from... Available? Quantitative information 1 Public supply or from another piped -in supply through one or more fire hydrants in or near the facility X Yes ❑ No Hydrant data Distance from Facility gate (feet) Available water flow rate from all hydrants(I) (gpm) Hydrant 1 180 5000 Hydrant 2 260 Hydrant 3 2 A nearby static water source (stream, pond, lake, etc). ❑ Yes X No Distance to Time to set Rate of delivery water source = Feet up relay = min. gpm = 3 ^T Only through mobile water tanker shuttle. • ❑Yes 0 No Time to set Sustainable up shuttle = min. flow rate = gpm : (1) Obtam the flow rate in each hydrant from the local municipal water authority or the entity that supplies water to the hydrant or conduct a test to determine total available flow rate. 1. For an exiting facility, communicate this information to local responders for inclusion in their emergency planning. 2. For a proposed new facility, refer to Chapter 9 A-20 § T Form 9.1 Analysis Summary on Product Control and Local Conditions of Hazard A B C D E Item # CHAPTER Title Section & Title Reference FORM # Number of "NO" checked 5.1: Product Control in Containers 5.1 or 5.2 or 5.3 or 5.4 0 5.5 0 1 Product Control Measures in 5.6 0 Containers & Transfer Piping 5.2 Product Control in Transfer Piping 5.76 0 5.8 0 5.9 0 6.1 Physical Protection 0 Measures 1 6.2 Ignition Source 0 Control 2 6.3.1 Separation distances; 0 Analysis of Local Conditions Container and 6.3 2 of Hazard outside exposures 6.3.2 Separation distances; 0 Transfer points and outside exposures 6.4 0 6.4 Special Protection 6.5 0 Measures 6.6 0 appurtenances and a lesser number actually installed on the container or the transfer piping. If in any row of column E ("No") of Form 9.1, the entry number is greater than zero, the proposed LP -Gas facility is not in compliance with the 2011 NFPA 58 Code requirements for product control appurtenances or other safety measures. The design of the proposed facility must be modified to conform to the Code requirements. In addition, the following items should be noted. • If there are any "No" checks in Form 6.3, then the separation distance requirements for containers are not satisfied. An option that may be considered is the reduction in separation distance to 10 feet for underground and mounded containers by providing "Redundant and Fail -Safe Product Control Measures." In this case, complete Form 9.4, below to ensure that each requirement of "Redundant and Fail -Safe Product Control Measures" is provided. • If there are any "No" checks in Form 6.4, then the separation distance requirements for transfer points are not satisfied. In this case, relocate the transfer points so that the separation distances conform to the code requirements or provide the Low Emission Transfer Equipment. Complete Form 9.5 below and ensure that all requirements for Low Emission Transfer Equipment are fulfilled. A-21 Form 9.2 Analysis Summary on Exposure from and to the LP -Gas Facility A B C D E Item # CHAPTER Title Section & Title Reference FORM # Number of "YES" checked 1 Exposure to and from Other Properties 7.1 Exposure to off-site properties and persons from in -plant propane releases 7.1 0 7.2 Exposure to propane facility from external events. 7.2 0 If the entry number in column E ("Yes"), Form 9.2 corresponding to Form 7.1 is greater than zero, consider one or more of the following design alternatives. 1 Consider moving the container or the transfer point to a different location, if possible and space exists, so that the property or the person is beyond the hazard distance. 2 Provide "Redundant and Fail-safe Product Control Measures". Complete Form 9.4 to ensure compliance. 3 Institute other technical measures such as installing gas and flame detectors (connected to facility shut down systems), sounding alarm outside facility premises, etc. 4 Institute administrative controls such as additional training for personnel, more frequent inspection of hoses and transfer piping, etc. If the entry number in column E ("Yes"), Form 9.2 corresponding to Form 7.2 is greater than zero, consider one or more of the following design alternatives. 1 Implement procedures to monitor neighboring activity. 2 Install means in the adjacent plant to shut down the LP -Gas plant in case emergency in that plant. A-22 Form 9.4 Redundant and Fail -Safe Design for Containers A B C D E F Item # Description Features Proposed for the facility? NFPA 58 Secon Reference (2011 Edition) Yes No 1 Container Sizes for which the appurtenances arc provided Redundant Fail -Safe equipment and Low Emission transfer lines are provided for each container of X 6.26.4 and 6.26.5 water capacity 2,001 gal to 30,000 gal 2 Liquid or Vapor Withdrawal (1-1/4 in. or larger) Internal Valve with integral excess flow valve or excess flow protection X 6.26.3.1 Positive Shutoff Valve installed as close as possible to the Internal Valve X 6.26.3.4 3 Liquid or Vapor Inlet Internal Valve with integral excess flow valve or excess flow protection or Back Flow Check valve X 6.26.3.5 Positive Shutoff Valve installed as close as possible to the Internal Valve or the back flow check valve X 6.26.3.5 4 Railcar Transfer Flow Into or Out of Railroad tank car Emergency Shutoff Valve installed in the transfer hose or the swivel- type piping at the tank car end. N/A N/A 6.18.2.6 (1) and 6.26.4.1 Flow Only Into railroad tank car Emergency shutoff valve or backflow check valve installed in the transfer hose or the swivel -type piping at the tank car end. N/A N/A 6.18.2.6 (2) and 6.26.4.1 5 Cargo Tank Transfer Protection provided in accordance with 6.24.4.1 N/A 6.26.4.1 6 Automatic closure of all primary valves (IV & ESV) in an Emergency By fire actuation X 6.26.4.2 In the event of a hose pull-away due to vehicle motion X 6.26.4.2 Manually operated remote shutdown of IV and ESV Remote shutdown station within 15 ft of the point of transfer? X 6.26.4.3 (A) Another remote shutdown station between 25 ft and 100 ft of the transfer point? X 6.26.4.3 (B) Shutdown stations will shut down electrical power supply, if any, to the transfer equipment and primary valves? X 6.26.4.3 Signs complying with the requirements of 6.24.4.3 (C) (c) provided? X 6.26.4.3 (C) A-23 tote: If your facility does not have a rail terminal, write the word NA in both the "Yes" column and the "No" column in item 4 of the form in the railroad tank car row. Similar option is also available if there is no cargo tank vehicle transfer station. Form 9.5 Evaluation of Low Emission Transfer Equipment A B C D E F Item Description Features Proposed for the facility? NFPA 58 Section Reference (2011 Edition) Yes No 1 Transfer into Cylinders or ASME Containers on Vehicles Delivery Nozzle and Filer Valve- Max. Liquid Release after transfer of 4 cc. Fixed Maximum Liquid Level Gauge not used during transfer operations X 6.26.5.1 (B) 2 Transfer into Stationary ASME Containers Delivery valve and nozzle combination During product transfer or post transfer uncoupling of the hose, liquid product volume released to the atmosphere Does not exceed 4 cc (0.24 in3) from a hose of nominal size 1 in or smaller X 6.26.5.2 (A) Does not exceed 15 cc (0.91 in ) from a hose of nominal size larger than 1 in. X 6.26.5.2 (B) 3 Transfer into Stationary ASME Containers Maximum filling limit Do containers less than 2,001 gal (w.c.) have an overfilling prevention device or another approved device? N/A NIA 6.26.5.2 (F) Do containers greater than 2,000 gal (w.c.) have a float gage or other non -venting device? X 6.26.5.2 (E) 4 Transfer into Stationary ASME Containers Fixed Maximum Liquid Level gauge Not used during routine transfer operations but may be used in calibrating other non- venting liquid level gauges in the container X 6.26.5.2 (C,D) ote: 1f the facility does not have a particular feature described in the table, write "NA" in both the "Yes" and "No" columns corresponding to its row in item 2. A-24 Form 9.6 Special Protection Measures —Passive Systems A B C D E Item # Special Protection Option Question Proposed for the facility? NFPA 58 Section Reference (2004 Edition) Yes No 1 Container Insulation Insulation provided on each of the containers? N/A X 6.25.5.1 Insulation material complies with the requirements of section 6.23.5.1 of NFPA 58? N/A N/A 6.25.5.1 and 6.25.5.2 2 Mounding of containers Each container in the facility is mounded? X 6.25.5.3 Mounding complies with each requirement under section 6.23.5.3 of NFPA 58. X 6.25.5.3 3 Burying of containers Each container in the facility is buried? Do fire responsive devices actuate the monitor nozzles? X 6.25.5.4 Buried containers comply with each requirement under section 16.6.6.1 of NFPA 58. Can the monitor nozzles can be actuated manually also? X 6.6.6.1 & 6.25.5.4 Form 9.7 Special Protection Measures —Active Systems Item # Special Protection Option Question Is the Facility compl'ant? NFPA 58 Section Reference (2004 Edition) Yes No 1 Water spray systems Are fixed water spray systems, complying with NFPA 15 requirements, used for each container in the facility? N/A N/A 6.25.6.1 Do fire responsive devices actuate water spray system automatically? N/A N/A 6.25.6.2 Can the water spray systems be actuated manually also? N/A N/A 6.25.6.2 2 Monitor nozzle systems Are the monitor nozzles located and arranged so that the water stream can wet the surfaces of all containers exposed to a fire? X 6.25.6.3 Can the water stream from a monitor nozzle reach and wet the entire surface of, at least, one half of a length from one end of each of the containers it is designed to protect? X 6.25.6.3 Do fixed monitor nozzles comply with NFPA 15 requirements? X 6.25.6.3 Do fire responsive devices actuate the monitor nozzles? X 6.25.6.3 Can the monitor nozzles can be actuated manually also? X 6.25.6.3 A-25 Equivalent Protection to a Water Supply for Industrial and Bulk Facilities In the case where water supply is not available in or near the LP -Gas facility, or it is inadequate or is prohibitively expensive to connect to a public or private water supply hydrant, alternative methods for providing protection should be considered. In lieu of providing a water supply, several alternatives are indicated in Table 9.1, which can offer an equivalency to a water supply system. The intent of the controls identified in Table 9.1 is to maintain the entire system as a gas tight entity. These methods include reducing the service life of equipment, increasing the design pressure rating of the system beyond the requirements of NFPA 58, or providing early detection and isolation of the system to ensure product control. This list is not exhaustive and is not ranked in an order of priority. Table 9.1 Suggested Alternative Methods for Industrial and Bulk Plants That Do Not Pose a Hazard But Lack a Water Supply Item # Possible options to implement when adequate water supply is not available 1 Reduce the service life of hoses. 2 Increase frequency of equipment inspection. 3 Establish a service life program for the maintenance of the container pressure relief devices. This could include the installation of a listed multiple port valve and certifying that the relief devices are properly set and maintained every 5 to 10 years. 4 Increase the strength of the piping and fitting systems. 5 Install emergency shutoff valves in conjunction with container internal valves. 6 Install emergency shutoff valves downstream of transfer pump outlets, and upstream of the vapor and liquid valves at the bulkhead. Install pneumatic tubing along the plant boundary to serve as a perimeter fire detection system. This would provide protection of the plant against exposure fires. 8 Provide optical flame detection or linear heat detection, or a gas detection system connected to an isolation valve installed downstream of every liquid and vapor nozzle on the container. This system could also be monitored to send a signal to an alarm company that notifies the Fire Department of an event. 9 Increase the separation distances of internal plant exposures to the container. These exposures would include a site dumpster, idle or waste pallets and combustibles, and increasing the parking distances between the bobtails and transports in relation to the container. 10 Relocate overhead power lines away from all container and cylinder storage area to protect against ignition in the event of a line dropping due to wind or power pole impact. 11 Eliminate all combustible vegetation within 30 feet of the LP -Gas container. This can be accomplished using gravel, or paving the site yard. A-26 Appendix B Site Improvement Drawings /@ a § )§k 8 * k§!! 2 k ¥ _ & \ }kE\/ ' / § `/ § 6 , \ fl q ) gE t k2�§\§` «9§ �( «(§k�/\`4-„,. §)(;§)mb(®)*)§k/k//\kk 2:1K E,':2 •2:!2§§@■; 0 j 0/3 Appendix C Gas Distribution Piping Schematics CAD \* wipe aam Mss. Kai We - *Rpf. ORII3WOS1 ONIdId )INVI NOTIVD 000`0£ 39V21OIS 3NVdOJJd A21V1IOdIN31 0 ib ▪ w > m> M^ M i a T v On37M.--1.71 >i�m0v_4m 0,>>0>-0,-0 Z W r Z r( Z ti p y r OD gxO-0). ). X 7A O M m y T Si O > of > _c > m > m M -I M. - is.> > N 0 o m oc 7cr„�jZ -ty my -O`Am mc,_''� Eli y to D > r T c...? m 8 C zo �T.2 vm Og TzT m 5.R Tey IV 0 — 1 1 4 0 M U (\ PARTS LIST ITEM QTY DESCRIPTION MANUFACTURER PART# 1 2 VALVE, THREADED INTERNAL W/ TYPE 9 AIRPOT, 250 G P.M., 3" FISHER C427 2 1 VALVE, THREADED INTERNAL W/ TYPE 9 AIRPOT, 250 G.P.M., 2" FISHER C427 3 2 VALVE, BALL, 3" APOLLO , ✓� 7` rs % r 4 1 VALVE, BALL, 2" APOLLO 5 2 FLEXLINE, 3" TWIN CITY HOSE 6 1 FLEXLINE, 2" TWIN CITY HOSE 7 3 VALVE, RELIEF, 2", 10,442 C.F.M. EACH 250 P.S.I REGO 7534GC N PREPARED FOR BLUE STAR GAS RSD N WRIGHT ROAD SANTA ROSA, CA B54OT (7D7) 573-3130 PRO0EC NO 13014 8 3 STACK, RELIEF, 3", W/ CAP AND ADAPTER 9 1 GAUGE, VISUAL W/ 10% OUTAGE, 0-300 PRESSURE GAUGE. REGO 7575P VALVE MAGNATEL 10 1 GUAGE, ROTARY, 1" FISHER " 11 1 VALVE, EXCESS FLOW, 3" X 2" SQUIBB A1713-225 12 1 STRAINER, PIPELINE, 3" SMITH 13 1 UNION, FORGED STEEL, 3" 14 1 BUSHING, FORGED STEEL, 3" X 2" 15 1 PUMP, 15 HP MOTOR BLACKMER LGL3 16 1 VALVE, BYPASS, 2' BLACKMER 17 2 COUPLING, REDUCING, FORGED STEEL, 3" X 2" 18 1 VALVE, EMERGENCY SHUTOFF, 2" FISHER N550 19 1 VALVE, ANGLE, 2" REGO 7514AP BLUE STAR GAS FACILITY TUKWILA, WA 20 1 VALVE, ANGLE, 1 1/4" REGO A75710BP 21 1 VALVE, EMERGENCY SHUTOFF, 1 1/4" FISHER N550 22 1 BULKHEAD MEEDER 23 1 TRAY, HOSE 24 1 15' HOSE, HIGH PRESSURE, 350 P.S.I., L.P.G., 1" PARKER 7132-100354 25 1 15' HOSE, HIGH PRESSURE, 350 P.S.I., L.P.G., 2" PARKER 7232-2003 26 1 VALVE, GLOBE, 2" REGO A7513AP 27 1 VALVE, GLOBE, 1" REGO 7507AP 28 1 ADAPTER, 1 3/4" F. ACME X 1" M. NPT, BRASS REGO 3175A 29 1 ADAPTER, 3 1/4" F. ACME X 2" M. NPT, BRASS REGO 3195 30 1 PLUG, 1 3/4" M. ACME, NYLON REGO C5765N 31 1 PLUG, 3 1/4" M. ACME, NYLON REGO C5769N v 32 4 VALVE, HYDROSTATIC RELIEF, EXTERNAL, BRASS, 400 P.S.I, 1/4" REGO 3125L 33 2 ACTUATOR, PNEUMATIC CYLINDER FISHER P327 g, TEMPORARY PROPANE STORAGE 30,000 GALLON TANK PIPING SCHEDULE NOT SHOWN LADDER, TANK 200' TUBING, PNEUMATIC, DOT, E.S.V., 1/4" 2 VALVE, EMERGENCY SHUTDOWN, 110V ASCO 1 PNEUMATIC OPERATING VALVES AT BULKHEAD " ELECTRICAL FOR LIGHTS, PUMPS, COMPRESSOR AND ASCO VALVE (INSTALLED PER NFPA 58 AND N.E.C) - CLASS 1 GROUP C & 0 DIVISION 1 & 2 AS REQUIRED . CONCRETE FOR PIERS, PUMP PAD AND COMPRESSOR PAD m PIPE SUPPORTS 4 AIR SUPPLY FOR PNEUMATIC VALVES > t w 1 if 1 0 1 m 1 N O T T N 6 W VICINITY PLAN CITY OF TUKWILA WATER GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION, TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433-1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE WATER MAIN DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. UNTIL CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF CONSTRUCTION IS COMPLETED. NO CONNECTIONS WILL BE ALLOWED UNTIL THE NEW WATER MAINS HAVE PASSED ALL PRESSURE AND PURITY TESTS. 8. WATER MAIN PIPE, BEDDING, AND TRENCH COMPACTION: A. ALL WATER MAIN PIPE TO BE CEMENT LINED, CLASS 52 DUCTILE IRON, CONFORMING TO A.N.S.I. SPECIFICATIONS A-21.51 (A.W.W.A. C151-76), OR LATEST REVISION. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO A.N.S.I. A-21.4-74 (A.W.W.A. C104-74), OR LATEST REVISION. B. PIPE JOINTS TO BE PUSHED -ON, MECHANICAL OR FLANGE JOINTS. C. ALL WATER MAIN PIPE FITTINGS TO BE CEMENT LINED, CLASS 250 CAST IRON, CONFORMING TO A.N.S.I. A-21.10 AND A-021.11-77, OR LATEST REVISION D. ALL WATER MAIN PIPE BEDDING TO BE A.P.W.A. CLASS "C". E. ALL WATER MAIN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAIL SHOWN ON THE PLANS. F. ALL WATER MAIN TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER A.S.T.M. D-1557-70 (MODIFIED PROCTOR) PRIOR TO TESTING WATER MAINS FOR ACCEPTANCE. 9. ALL WATER MAIN PIPE 10" AND SMALLER TO MAINTAIN A MINIMUM COVER AT 36 INCHES BELOW FINISHED GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 10.ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WASHINGTON STATE HEALTH DEPARTMENT AND CITY OF TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF, AND UNDER THE SUPERVISION OF, THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. 11.CONTRACTOR TO PROVIDE PLUGS AND/OR TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 12.ALL FITTINGS SHALL BE CAST IRON OR DUCTILE, WITH FLANGED OR MECHANICAL JOINT CONNECTION, AND BE THE SAME THICKNESS CLASS AS THE PIPE USED. 13.LIVE TAPS TO BE COORDINATED WITH CITY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 14.ALL PIPE FITTINGS TO BE LISTED AND LABELED U.S. FOR FIRE SERVICE; INSTALLED, TESTED AND FLUSHED AS SPECIFIED BY NFPA STANDARDS NO. 13 AND NO. 24. PROPERLY COMPLETED CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO BE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE CITY OF TUKWILA. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. 4. PRIVATE UTILITY WORK TO BE COMPLETED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODE REQUIREMENTS. Figure No. 6350-6365 I Figure No. 6360-6365 STORZ LARGE DIAMETER FIRE DEPT. CONNECTION An auxiliary inlet connection to supplement the water supply to a fire protection system. STANDARD EQUIPMENT: Aluminum adapter with storz inlet, female NPT outlet. Cast brass escutcheon plate. Hardcoated aluminum storz cap with attachment cable. Str. or 30 Degree units available. OPTIONAL: Storz with screen. BRANDING: "Standpipe", "Auto Spkr", "Standpipe -Sprinkler" and "Dry Standpipe" FINISH: Aluminum with Brass Plate OPTIONAL FINISH: Chrome Plated Figure No. Body Style Size 6350 30 Degree 4 x 4 6352 30 Degree 4 x 5 6353 30 Degree 6 x 4 6354 30 Degree 6 x 5 6355 30 Degree 6 x 6 6360 Str. 4 x 4 6361 Str. 5 x 5 6362 Str. 4 x 5 6363 Str. 6 x 4 6364 Str. 6 x 5 6365 Str. 6 x 6 STORZ F.D.C. CONNECTION ELKHART BRASS CO. NT -500C NOZZLE 299-11 Pythona Monitor <==a N O Z Z L E nozzle k -factor= Q = 516 = 51.6 'V P "V100 Constructed of corrosion -resistant; seamless brass tubing with rugged, cast brass swivel joints Flows up to 1250 GPM through 2.5" waterway - Vertical travel of 135 degrees (90 degrees above to45 degrees below horizontal) is controlled by stainless steel handle - Horizontal travel is a full 360 degrees - Positive twist locks furnished for both vertical and horizontal movement - Ball races furnished with bronze balls and grease zerks for easy lubrication - Male outlet 2.5" INT - Base inlet many options- Optional "Steering Wheel" handle available (please specify) - Optional with 2826 stream shaper and 181 deluge tip - Excellentwith J, JN, CJ -B, CJN-B, HF -350 or 500, CSW -LB, or SM -100B combination fog nozzle - Finish red acrylicfurethane enamet with chrome plated trim - Weight, 45.00 lbs. w/o shaper and tip - Dimensions: 18.00" W; 17.50" H. MONITOR 1II. OPERATING 1. Tiller Handle Monitor The tiller handle monitor comes with both a leftlright and an upldown lock handle. See Figure 2. To disengage lock(s), turn handle(s) counterclockwise. Move the tiller handle to direct the stream to the desired position. Tum lock handle(s) clockwise to engage lock. LEFT/RIGHT LOCK UP/DOWN LOCK Figure 2 2. Wheel Handle Monitor The wheel handle monitor comes with both a IetVright and an up/down lock handle. See Figure 2. To disengage lock(s), turn handle(s) counterclockwise. Move the wheel handle to direct the stream to the desired position. Turn lock handle(s) clockwise to engage lock. LEGAL LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF EAST MARGINAL WAY, SAID POINT BEARS NORTH 16° 47' 30" WEST, 1387.128 FEET FROM THE POINT WHERE THE SAID EAST BOUNDARY LINE INTERSECTS THE SOUTH BOUNDARY LINE OF SAID SECTION 3; THENCE SOUTH 16° 47' 30" EAST ALONG THE SAID EAST MARGINAL UNE, 192.529 FEET; THENCE SOUTH 89° 37' 30" EAST, 232.103 FEET TO A POINT 70 FEET DISTANT FROM THE CENTERLINE OF THE SEATTLE -TACOMA INTERURBAN RAILWAY; THENCE ON THE ARC OF A CURVE HAVING A RADIUS OF 2934.93 FEET ALONG THE WEST BOUNDARY LINE OF A CERTAIN LANE, AND PARALLEL TO THE SAID CENTERLINE, THE LONG CHORD OF WHICH ARC BEARS NORTH 13° 24' 13" WEST, 189.402 FEET; THENCE NORTH 89° 37' 30" WEST ALONG THE SOUTH BOUNDARY LINE OF A CERTAIN PRIVATE ROADWAY, 243.819 FEET TO THE POINT OF BEGINNING. ELEVATION DATUM VERTICAL DATUM IS NAVD 1988. NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations BLUE STAR GAS - MONITOR CALCULATIONS Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 == L 562.9=51.60(115.00)".5 F 1 562.9 4.026 1MTR T 2 562.9 4.100 2UE T L 3 562.9 4.260 1MTR 2VE T L 4 562.9 4.260 1T 15V T 5 562.9 4.260 1826 1VE T under ground 6 562.9 6.160 7 562.9 6.160 8 562.9 8.270 L 2UE lig T 1 T 1GV,L lU T 1 1GV T L 1UT1 T 2.0 0.0 2.0 48.0 9.0 57.0 16.0 12.2 23.3 2.0 42.1 44.1 3.0 9.0 12.0 0.08937 0.08179 00.09510 0.06788 0.06788 18.0 41.3 59.3 0.00847 88.0 21.3 139.3 40.0 24.0 64.0 0.00647 PT. PE PF PT P3 PF PT PE PE PT P3 PF PT PE PF PT PT P3 PF PT PE PT P3 0.00202 PF PT 119.00 1.73 (EL= 4.0 ft) 6.18 14.2 1MTR = 6.004 126.91 2 0.00 4.66 13.7 131.57 3 ** C = 100 ** 0.00 4.94 136.51 0.00 2.99 139.50 0.00 7.41 12.7 1B26 = 6.594 146.91 6 12.7 1MTR = 2.204 4 * * C _ 120 * * 12.7 146.91 0 0.00 0.50 6.1 147.41 7 0.00 0.93 6.1 148.34 8 0.00 0.13 3.4 C = 140 E.O.R. 148.47 9 Supply Jct Available flow at 148.47 psi is 906.1 gpm which is 343.2 gpm from curve. Supply pressure available with 562.9 gpm flowing is 149.37 psi, thus system requirement is 0.90 psi below supply curve. (0.6%) HYDRAULIC CALCULATIONS Based on flow test of: 150 psi static / 20 psi flowing 10,000 gpm K -factor= 51.6 / At 562.9 gpm, 119 psi is availiable at nozzle This corresponds to an effective reach of 107' Furthest portion of tank is at approx. 100' from monitor 2470 SF AREA OF COVERAGE BASED ON 30° PATTERN OF COVERAGE (SEE 2 OF 3) ASSUMING 75% OF FLOW IN THIS AREA : 563 GPM X .75= 422 GPM 422 / 2470 = .17 GPM / SF AVERAGE DENSITY FOR AREA 25 20 5 0 200 300 400 500 600 700 800 Friction Loss is Equal to Total Static Pressure Drop Flow Rate (GPM) -Total Static Pressure Drop 900 1000 1100 1200 GENERAL LEGEND EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) -D CAP -4 PLUG 0 CENTERLINE HYDRAULIC REFERENCE POINT BOD CENTERLINE PIPE TO BOTTOM OF DECK BOB CENTERLINE PIPE TO BOTTOM OF BEAM BOJ CENTERLINE PIPE TO BOTTOM OF JOIST FOS FACE OF STUD FOC AFF CH R.C. oc" E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "AT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD rornments % As :n Red Pe: p P1...`.:.Grad Letter �s ,4:. These plans h.:vZ. Prevention Bu.e.._ standards. Pie:. omissions standards ,cJ adequacy of i d tions, _ 'i this date `,5 :: resubmittal Y. . • Final accept; Toe Tut Wu 3 a by The Tukwila Fire with current City to errors and ,o!sti(:rls of adopted for the •:: 3s gfler, drawings after i 1 rewire a 4r`;.ent approval. r_st and inspection by UNDERGROUND NOTES p: �f 5cwc�a. rev%c) V'etv -}est o� 2al'.rt. 3.(54C1,• iktl.,tAts.� e $ 4,%14 dctvyt_ v4lve. 1'etitkcA- teb-.40,,„ - h.c..A- 5oury- � e �t'I l7 ° . �}. 2lta-5?0,c4. ovine -A riser, TUKWILA FIRE DEPARTNEINT Please call 206-575-44-07 and give this Fire Peon: it No. and exact address for shut- down or re-storation approval. 1. SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 & #24 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. UNDERGROUND PIPING TO BE TESTED AND IN ACCORDANCE WITH N.F.P.A. # 24 4. FLUSH RATE: 2 - 2-1/2" HOSE FOR 6" 5. ALL UNDERGROUND PIPING TO BE DUCTILE FLUSHED PIPE CLASS 52 I GENERAL NOTES: 1. SYSTEM DESIGN PER NFPA STANDARDS 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. PIPING TO BE PER NFPA #13 & 24. INTERIOR GROOVED PIPING TO BE SCH10 EXTERIOR PIPING AT MONITOR TO BE SCH40 GALVANIZED 4. SCOPE OF WORK: A FIXED MONITOR LOCATED SOUTH OF THE HORIZONTAL TANK INSTALLATION POSITIONED SUCH THAT IT CAN EFFECTIVELY WET THE EXPOSED TANK SURFACE AREA AND APPURTENANCES 5.LISTED A DELUGE CONTROL VALVE IS PROVIDED TO ACTUATE THE MONITOR E IN ACCORDANCE WITH NFPA# 15. THE DELUGE VALVE WITH BE ACTUATED BY EITHER AUTOMATIC FLAME DETECTION (BY OTHERS) OR MANUALLY BY A RELEASE ON THE PNEUMATIC ACCUATION SYSTEM 6. A 5" STORZ FIRE DEPARTMENT CONNECTION IS PROVIDED. THIS CONNECTION IS PROVIDED UPSTREAM OF THE DELUGE VALVE AND ALLOW A REDUNDANT BACKUP WATER SUPPLY 7. A FLAME DETECTION SYSTEM WILL BE PROVIDE BY OTHERS TO MONITOR THE HORIZONTAL TANK. WHEN A FIRE IS SENSED, THE SYSTEM WILL SOUND A LOCAL ALARM, CLOSE PRODUCT CONTROL VALVES, STOP POWER TO THE TRANSFER PUMP AND ACTUATE THE MONITOR. THE FLAME DETECTION AND ALARM SYSTEM WILL USE EQUIPMENT LISTED AND APPROVED FOR THIS FUNCTION. THE SYSTEM WILL TRANSMIT THE ALARM TO A CENTRAL STATION MONITORING FACILITY FOR THE FIRE DEPARTMENT NOTIFICATION PAID DEC -3x11 TUKWILA FIRE NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR BLUE STAR GAS FACILITY 10802 EAST MARGINAL WAY S TUKWILA, WASHINGTON DATE: 11/11 DRAWN: G.B. SCALE: AS NOTED 1 OF 3 a.=i_,iti:;iir a. in a,,J(3.4 it i� e's'+ a1Gc5L L 1A11,:..•;,-.,. Catalog GAM. F StreamNozzle Setting NPe. psi sutt r.. ez.. maW ez Nozzle a Pti �. S:,,p Jai.ItAl;:. psi P.+o,w- SI . �r.-. -s.. _- t<t-.-,- .,...< �'.!l k: ,.. ...w '. ..:.n... t. .:.-, •l:. s-�:u.:;.' .. .:: . >N4_ .. C.Y NQ -35€..c 350 SS 777 250 270 290 310 330 350 390 109 125 131 137 142 146 i ^ 0 155 Narrow Fag 61 65 69 73 77 82 �.3 �,�,0 I N-7-soc-c 1 V de:cg 111 45 .9 E- 55 SS GE Ni -35G -CE NT-500`CB 55 322 360 396 432 464 490 51'6 550 119 134. 142 150 158 16: ,7.-J : f•D 500 Narryei n.g S 72 77 2 87 92 ' 7 110 WdE Fcg 35 40 j« 48 52 56 70 NT-1000C 750 SS 496 550 596 640 680 716 - 750 MO 148 170 181 198 212 226 132 236 Nonni.' Fzg 104 115 125 133 14.x: 152 l E i 1 VO'CIs '::::g SSI 65 71 7T 93 a4 _ 'DE 1000 5S 676 725 800 853 945 962 10100 1153 159 180 204 225 242 252 163 269 Narrow Fog. go 89 98 107 117 125 135 159 Wde Fog 57 65 72 80 88 98 100 115 299-11 Pythona Monitor <==a N O Z Z L E nozzle k -factor= Q = 516 = 51.6 'V P "V100 Constructed of corrosion -resistant; seamless brass tubing with rugged, cast brass swivel joints Flows up to 1250 GPM through 2.5" waterway - Vertical travel of 135 degrees (90 degrees above to45 degrees below horizontal) is controlled by stainless steel handle - Horizontal travel is a full 360 degrees - Positive twist locks furnished for both vertical and horizontal movement - Ball races furnished with bronze balls and grease zerks for easy lubrication - Male outlet 2.5" INT - Base inlet many options- Optional "Steering Wheel" handle available (please specify) - Optional with 2826 stream shaper and 181 deluge tip - Excellentwith J, JN, CJ -B, CJN-B, HF -350 or 500, CSW -LB, or SM -100B combination fog nozzle - Finish red acrylicfurethane enamet with chrome plated trim - Weight, 45.00 lbs. w/o shaper and tip - Dimensions: 18.00" W; 17.50" H. MONITOR 1II. OPERATING 1. Tiller Handle Monitor The tiller handle monitor comes with both a leftlright and an upldown lock handle. See Figure 2. To disengage lock(s), turn handle(s) counterclockwise. Move the tiller handle to direct the stream to the desired position. Tum lock handle(s) clockwise to engage lock. LEFT/RIGHT LOCK UP/DOWN LOCK Figure 2 2. Wheel Handle Monitor The wheel handle monitor comes with both a IetVright and an up/down lock handle. See Figure 2. To disengage lock(s), turn handle(s) counterclockwise. Move the wheel handle to direct the stream to the desired position. Turn lock handle(s) clockwise to engage lock. LEGAL LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF EAST MARGINAL WAY, SAID POINT BEARS NORTH 16° 47' 30" WEST, 1387.128 FEET FROM THE POINT WHERE THE SAID EAST BOUNDARY LINE INTERSECTS THE SOUTH BOUNDARY LINE OF SAID SECTION 3; THENCE SOUTH 16° 47' 30" EAST ALONG THE SAID EAST MARGINAL UNE, 192.529 FEET; THENCE SOUTH 89° 37' 30" EAST, 232.103 FEET TO A POINT 70 FEET DISTANT FROM THE CENTERLINE OF THE SEATTLE -TACOMA INTERURBAN RAILWAY; THENCE ON THE ARC OF A CURVE HAVING A RADIUS OF 2934.93 FEET ALONG THE WEST BOUNDARY LINE OF A CERTAIN LANE, AND PARALLEL TO THE SAID CENTERLINE, THE LONG CHORD OF WHICH ARC BEARS NORTH 13° 24' 13" WEST, 189.402 FEET; THENCE NORTH 89° 37' 30" WEST ALONG THE SOUTH BOUNDARY LINE OF A CERTAIN PRIVATE ROADWAY, 243.819 FEET TO THE POINT OF BEGINNING. ELEVATION DATUM VERTICAL DATUM IS NAVD 1988. NORTHWEST FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations BLUE STAR GAS - MONITOR CALCULATIONS Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 == L 562.9=51.60(115.00)".5 F 1 562.9 4.026 1MTR T 2 562.9 4.100 2UE T L 3 562.9 4.260 1MTR 2VE T L 4 562.9 4.260 1T 15V T 5 562.9 4.260 1826 1VE T under ground 6 562.9 6.160 7 562.9 6.160 8 562.9 8.270 L 2UE lig T 1 T 1GV,L lU T 1 1GV T L 1UT1 T 2.0 0.0 2.0 48.0 9.0 57.0 16.0 12.2 23.3 2.0 42.1 44.1 3.0 9.0 12.0 0.08937 0.08179 00.09510 0.06788 0.06788 18.0 41.3 59.3 0.00847 88.0 21.3 139.3 40.0 24.0 64.0 0.00647 PT. PE PF PT P3 PF PT PE PE PT P3 PF PT PE PF PT PT P3 PF PT PE PT P3 0.00202 PF PT 119.00 1.73 (EL= 4.0 ft) 6.18 14.2 1MTR = 6.004 126.91 2 0.00 4.66 13.7 131.57 3 ** C = 100 ** 0.00 4.94 136.51 0.00 2.99 139.50 0.00 7.41 12.7 1B26 = 6.594 146.91 6 12.7 1MTR = 2.204 4 * * C _ 120 * * 12.7 146.91 0 0.00 0.50 6.1 147.41 7 0.00 0.93 6.1 148.34 8 0.00 0.13 3.4 C = 140 E.O.R. 148.47 9 Supply Jct Available flow at 148.47 psi is 906.1 gpm which is 343.2 gpm from curve. Supply pressure available with 562.9 gpm flowing is 149.37 psi, thus system requirement is 0.90 psi below supply curve. (0.6%) HYDRAULIC CALCULATIONS Based on flow test of: 150 psi static / 20 psi flowing 10,000 gpm K -factor= 51.6 / At 562.9 gpm, 119 psi is availiable at nozzle This corresponds to an effective reach of 107' Furthest portion of tank is at approx. 100' from monitor 2470 SF AREA OF COVERAGE BASED ON 30° PATTERN OF COVERAGE (SEE 2 OF 3) ASSUMING 75% OF FLOW IN THIS AREA : 563 GPM X .75= 422 GPM 422 / 2470 = .17 GPM / SF AVERAGE DENSITY FOR AREA 25 20 5 0 200 300 400 500 600 700 800 Friction Loss is Equal to Total Static Pressure Drop Flow Rate (GPM) -Total Static Pressure Drop 900 1000 1100 1200 GENERAL LEGEND EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) -D CAP -4 PLUG 0 CENTERLINE HYDRAULIC REFERENCE POINT BOD CENTERLINE PIPE TO BOTTOM OF DECK BOB CENTERLINE PIPE TO BOTTOM OF BEAM BOJ CENTERLINE PIPE TO BOTTOM OF JOIST FOS FACE OF STUD FOC AFF CH R.C. oc" E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "AT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD rornments % As :n Red Pe: p P1...`.:.Grad Letter �s ,4:. These plans h.:vZ. Prevention Bu.e.._ standards. Pie:. omissions standards ,cJ adequacy of i d tions, _ 'i this date `,5 :: resubmittal Y. . • Final accept; Toe Tut Wu 3 a by The Tukwila Fire with current City to errors and ,o!sti(:rls of adopted for the •:: 3s gfler, drawings after i 1 rewire a 4r`;.ent approval. r_st and inspection by UNDERGROUND NOTES p: �f 5cwc�a. rev%c) V'etv -}est o� 2al'.rt. 3.(54C1,• iktl.,tAts.� e $ 4,%14 dctvyt_ v4lve. 1'etitkcA- teb-.40,,„ - h.c..A- 5oury- � e �t'I l7 ° . �}. 2lta-5?0,c4. ovine -A riser, TUKWILA FIRE DEPARTNEINT Please call 206-575-44-07 and give this Fire Peon: it No. and exact address for shut- down or re-storation approval. 1. SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 & #24 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. UNDERGROUND PIPING TO BE TESTED AND IN ACCORDANCE WITH N.F.P.A. # 24 4. FLUSH RATE: 2 - 2-1/2" HOSE FOR 6" 5. ALL UNDERGROUND PIPING TO BE DUCTILE FLUSHED PIPE CLASS 52 I GENERAL NOTES: 1. SYSTEM DESIGN PER NFPA STANDARDS 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. PIPING TO BE PER NFPA #13 & 24. INTERIOR GROOVED PIPING TO BE SCH10 EXTERIOR PIPING AT MONITOR TO BE SCH40 GALVANIZED 4. SCOPE OF WORK: A FIXED MONITOR LOCATED SOUTH OF THE HORIZONTAL TANK INSTALLATION POSITIONED SUCH THAT IT CAN EFFECTIVELY WET THE EXPOSED TANK SURFACE AREA AND APPURTENANCES 5.LISTED A DELUGE CONTROL VALVE IS PROVIDED TO ACTUATE THE MONITOR E IN ACCORDANCE WITH NFPA# 15. THE DELUGE VALVE WITH BE ACTUATED BY EITHER AUTOMATIC FLAME DETECTION (BY OTHERS) OR MANUALLY BY A RELEASE ON THE PNEUMATIC ACCUATION SYSTEM 6. A 5" STORZ FIRE DEPARTMENT CONNECTION IS PROVIDED. THIS CONNECTION IS PROVIDED UPSTREAM OF THE DELUGE VALVE AND ALLOW A REDUNDANT BACKUP WATER SUPPLY 7. A FLAME DETECTION SYSTEM WILL BE PROVIDE BY OTHERS TO MONITOR THE HORIZONTAL TANK. WHEN A FIRE IS SENSED, THE SYSTEM WILL SOUND A LOCAL ALARM, CLOSE PRODUCT CONTROL VALVES, STOP POWER TO THE TRANSFER PUMP AND ACTUATE THE MONITOR. THE FLAME DETECTION AND ALARM SYSTEM WILL USE EQUIPMENT LISTED AND APPROVED FOR THIS FUNCTION. THE SYSTEM WILL TRANSMIT THE ALARM TO A CENTRAL STATION MONITORING FACILITY FOR THE FIRE DEPARTMENT NOTIFICATION PAID DEC -3x11 TUKWILA FIRE NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR BLUE STAR GAS FACILITY 10802 EAST MARGINAL WAY S TUKWILA, WASHINGTON DATE: 11/11 DRAWN: G.B. SCALE: AS NOTED 1 OF 3 4 o 4 o 4 4d 44 4 4 PROPANE TANK TO BE PROTECTED BY MONITOR \'4 1. - (ISTING 6" 118, SCALE: FIRE PROTECTION PLAN 1"=20' 0 10' 20' 40' 60' N 48 TANK ELEVATION X X X 4" x 2-1/2" PYTHO MONITOR 500 GPM NOZZLE W ,00‘, C.31 NEW FIRE HYDRANT fl\\6" NRS ATE VALVE & KEY BOX\`. / \ 5" STORZ FIRE DEPT CONN 8' 'X 8' VALVE HOUSE ENCLOSURE SEE UNDERGROUND PIPING DETAILS SHEET 3 OF 3 6" NRS GATE VALVE WITH POST INDICATOR & TAMPER SWITCH ENLARGED PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' N NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR BLUE STAR GAS FACILITY 10802 EAST MARGINAL WAY S TUKWILA, WASHINGTON DATE: 11/11 DRAWN: G.B. SCALE: AS NOTED 2 OF 3 NOTE: 1. CONCRETE THRUST BLOCK SHALL BE PLACED AGAINST UNDISTURBED SOIL 2. DESIGN IS BASED ON 225 PSI MAIN PRESSURE, 3000 PSF SOIL BEARING CAPACITY AND 3000 PSI CONCRETE STRENGTH THRUST BLOCK SCHEDULE M.J. X FL ADAPTER-� G ' 4 - N PIPE SLEEVE THRU SLAB THRUST BLOCK (PER NFPA 24) r SLAB LEVEL EIbJ�l� l , N ��bll�lbl�l�lr it-tlryll-It I -III U.G. PIPING UNDERGROUND STUB UP 4"x5" STORZ CONNECTION O 0 5 4" DELUGE VALVE THRUST BLOCK (PER NFPA 24) THRUST BLOCK (PER NFPA 24) ALL UNDERGROUND WORK PER CITY OF TUKWILA STANDARDS SEE NOTESF ON SHEET 1 OF 3 TYP. THRUST BLOCKS AT CHANGE OF DIRECTION Valve Size ' MINIMUM DIMENSIONS FOR A THRUST BLOCKING C HORIZONTAL PIPING FITTING F TEES & ENDS 90° BEND SIZES 13.19 A B A B 4" (DN50) • 11-7" 1'-2" 11-9" 1'-6" 6" (395) 2'-0" 1'-11" 2'-5" 2'-2" NOTE: 1. CONCRETE THRUST BLOCK SHALL BE PLACED AGAINST UNDISTURBED SOIL 2. DESIGN IS BASED ON 225 PSI MAIN PRESSURE, 3000 PSF SOIL BEARING CAPACITY AND 3000 PSI CONCRETE STRENGTH THRUST BLOCK SCHEDULE M.J. X FL ADAPTER-� G ' 4 - N PIPE SLEEVE THRU SLAB THRUST BLOCK (PER NFPA 24) r SLAB LEVEL EIbJ�l� l , N ��bll�lbl�l�lr it-tlryll-It I -III U.G. PIPING UNDERGROUND STUB UP 4"x5" STORZ CONNECTION O 0 5 4" DELUGE VALVE THRUST BLOCK (PER NFPA 24) THRUST BLOCK (PER NFPA 24) ALL UNDERGROUND WORK PER CITY OF TUKWILA STANDARDS SEE NOTESF ON SHEET 1 OF 3 TYP. THRUST BLOCKS AT CHANGE OF DIRECTION Valve Size ' Dimensions in Inches and (atm) A B C D E F G 2 Inch 8.66 13.19 10.50 9.13 7.13 15.56 3.00 (DN50) • (220) (355) (267) (232) (181) (395) (76) 3 Inch 12.79 13.19 10.50 10.44 7.81 19.13 0.88 (DN80) (325) (355) (267) (265) (198) (486) (22) 4 Inch 15.75 14.31 10.50 11.75 10.00 22.13 0.63 (DN100) (400) (364) (267) (299) (254) (562) (16) 6 Inch 18.31 15.31 10.50 14.31 11.38 23.31 1.81 (DN150) (465) (389) (267) (364) (289) (592) (46) 8 Inch 22.44 16.25 10.50 16.00 12.00 25.50 7.38 (DN200) (570) (413) (267) (406) (305) (648) (187) *Minimum clearance C 3 FIGURE 1 MODEL DV -5 DELUGE VALVE WITH REMOTE -RESETTING TRIM NOMINAL INSTALLATION DIMENSIONS -UL- 4" WILKINS 350 BACKFLOW ASSEMBLY 6" FLANGE @ 6" AFF 4" FLANGE @ 6" AFF 1-6" 8' x 8' RISER PLAN SCALE: 1/2" = 1'-0" pis 4" FLAN( @ 6" :AFI V 1' STAINLESS STEEL PIPING x KEY GATE VA.-\ ROAD OR GRADE - THRUST BLOCK (PER NEPA 24) FIRE HYDRANT General Description The TYCO Model DV -5 Deluge Valve with Remote -Resetting Trim is a quick -opening, hydraulically operated, differential -type valve designed for fire protection system service. For use as an automatic water control valve in a deluge fire protection system, this diaphragm -style valve can be opened and closed during a full -flow condition from a remote location. Key features of the Model DV -5 Deluge Valve with Remote -Resetting Trim include the following: • Remote -resetting feature provides the ability to reset the valve from one or more locations. • Compact, space -saving design reduces valve room footprint and construction costs. • Electric actuation is compatible with all types of automatic and manual release options. • Actuation of fire alarms upon system operation is provided. The automatic resetting feature of this valve provides for easy, remote reset- ting of a deluge system without having to open a valve hand -hole cover. Simply re -pressurizing the Diaphragm Chamber resets the valve. Operation of the Model DV -5 Deluge Valve with Remote -Resetting Trim is provided by an automatic electric detection system or remote manual electric activation. The easily installed trim configuration for the Model DV -5 Deluge Valve with Remote -Resetting Trim provides for emergency (manual) release of the valve at the valve location. ELECTRIC DETECTION SYSTEM WATERFLOW PRESSURE ALARM SWITCH TO _ MECHANICAL + Id ALARM ALARM TEST VALVE (NORMALLY CLOSED) WATER SUPPLY PRESSURE GAUGE 0 MODEL DV -5 DELUGE VALVE SYSTEM DRAIN VALVE (NORMALLY CLOSED) STRAINER RESTRICTION 1 � POWER SUPPLY (TYPICALLY 120 VOLTS AC) DELUGE VALVE RELEASING PANEL (AUTOMATIC CONTROL UNIT) DIAPHRAGM CHAMBER PRESSURE GAUGE o SOLENOID VALVE (TYPICALLY 24 VOLTS DC; T MAIN DRAIN VALVE (NORMALLY CLOSED) - DIAPHRAGM CHAMBER SUPPLY CONTROL VALVE (NORMALLY OPEN) V 1 DRAIN MAIN CONTROL VALVE --- (NORMALLY OPEN) • DRAIN AUTOMATIC DRAIN VALVE MODEL DV -5 DELUGE VALVE WITH REMOTE -RESETTING TRIM - UL SYSTEM SCHEMATIC - DRAIN LOCAL MANUAL CONTROL STATION DELUGE VALVE 5'-2" 1' 1 ni■ )7 CD w NORTHWEST FIRE SYSTEMS TO START AT FLANGES m ALL CONTROL VALVES TO HAVE TAMPER SWITCHES RISER ELEVATION 'A' 0 LEGEND 6"x 4" GROOVED REDUCER FLEX COUPLING 4" WILKINS 350A BGVIC BACKFLOW ASSEMBLY 4" GRV x GRV BUTTERFLY VALVE W/ TAMPER 4" TYCO DV -5 DELUGE VALVE MAIN DRAIN - PIPE TO OUTSIDE 4" TYCO CV -1F SWING CHECK VALVE 4" x 5" STORZ FIRE DEPARTMENT CONNECTION PIPE STAND The building owner must be informed of the capabilities and limitations of a remote -resetting system as it pertains to the possibility of an Inadvertent manual closing of the Model DV -5 Deluge Valve during a fire condition. Therefore, personnel responsible for the fire protection system must be fully trained on system components and required actions in the case of an alarm. The Control Panel, Detectors, and Pull Stations are to be installed in accor- dance with their laboratory listings and approval. Operation The TYCO Remote -Resetting System includes a differential valve that uses water pressure in the Diaphragm Chamber (Figures 3 and 4) to hold the Diaphragm closed against the water supply pressure. When the Model DV -5 Valve with Remote -Resetting Trim is set for service, the Diaphragm Chamber is pressurized through the trim connec- tions from the inlet side of the system's main control/shut-off valve, for example an O.S.&Y. gate valve or butterfly valve. Opening of the Solenoid Valve in the Remote -Resetting Trim releases water from the Diaphragm Chamber faster than it can be replenished through the Restriction in the Diaphragm Chamber Supply Connection provided in the trim. This release results in a rapid pressure drop in the Diaphragm Chamber, and, the force differential applied through the Diaphragm that holds it in the set position is reduced below the valve trip point. The water supply pressure then forces the Diaphragm 'open, permitting water to flow into the system piping, as well as through the Alarm Port to actuate system alarms. Closing of the Solenoid Valve in the Remote -Resetting Trim permits the Diaphragm Chamber to repres- surize. This repressurizing results in a pressure increase in the Diaphragm Chamber. The resulting force repres- surizes the Diaphragm Chamber, closing the valve and stopping the flow of water into the system piping. Installation NOTICE Proper operation of the Model DV -5 Deluge Valve with Remote -Resetting Trim depends upon trim installed in accordance with the instructions given in this technical data sheet. Failure to follow the appropriate trim diagram may prevent the valve from functioning properly, may void the manufactur- er's warranty, and will void listings and approvals. The Model DV, --5 Deluge Valve and associated trim must be maintained at a minimum temperature of 40°F (4`C). Heat tracing of the Model DV -5 Deluge Valve or its associated trim is not permitted. Heat tracing can result in the formation of hardened mineral deposits that are capable of preventing proper operation. DELUGE VALVE The Model DV -5 Deluge Vaive with Remote -Resetting Trim is to be installed in accordance with the following criteria. Refer to Figure 11 on Page 15 for UL trim and Figure 17 on Page 21 for VdS trim. 1. Install the deluge valve in a readily visible and accessible location. 2. Before trim installation, clean all nipples, fittings, and devices to ensure they are free of scale and burrs. Use pipe -thread sealant sparingly on male pipe threads only. 3. For UL arrangements, trim the deluge valve in accordance with Figures 6 to 10. (VdS arrangements are fully trimmed.) 4. Exercise care to ensure that check valves, strainers, and globe valves are installed with the flow arrows in the proper direction. 5. Drain tubing to the drip funnel must be installed with smooth bends that will not restrict flow. 6. If necessary, connect the main drain and drip funnel drain, ensuring that a check valve is located at least 12 inches (3nf1 mm) below the drip funnel. 7. Ensure suitable provision exists for disposal of drain water (as in the case of a flow test via the Main Drain Valve). Direct drain water so that it cannot cause accidental damage to property or danger to persons. 8. Connect the Diaphragm Chamber Supply Control Valve to the inlet side of the Main Control/Shut-Off Valve to facilitate setting the valve. <NOT/CEx The connection to the Diaphragm Chamber Supply Control Valve should be as short as practical and from the same water supply as the system. 9. Make conduit and electrical connections in accordance with the requirements of the authority having jurisdiction and/or the National Electrical Code (NFPA 70). Valve Setting Procedure Perform Steps 1 through 11 when initially setting the Model DV -5 Deluge Vaive with Remote -Resetting Trim for service. Refer to the appropriate trim component functional diagram for your installation: Figure 11 on Page 15 for UL and Figure 17 on Page 21 for VdS. 1. Close the Diaphragm Chamber Supply Control Valve. 2. Close the Main Control/Shut-Off Valve. 3. Open the Main Drain Valve. 4. Depress the plunger of the Automatic Drain Valve to verify that It is open and that the deluge valve is completely drained. 5, Clean the Strainer in the Diaphragm Chamber Supply connection by removing the clean-out plug and strainer basket. Flush the Strainer by momentarily opening the Diaphragm Chamber Supply Control Valve. 6. Reset the actuation system. Manual Actuation - Push the Manual Control Station operating lever up. However, do not close the hinged cover at this time. Flectric Actuation -Reset the elec- tric detection system (Control Panel) in accordance with the manufac- turer's instructions to close the Solenoid Vaive. 7. Open the Diaphragm Chamber Supply Control Valve and allow time for full pressure to build up in the Diaphragm Chamber. 8. Operate (open) the Manual Control Station to vent trapped air from the Diaphragm Chamber. If necessary, first open the hinged cover, and then fully pull down on the operating lever. Atter aerated water ceases to discharge from the Manual Control Station drain tubing, SLOWLY close the operating lever by pushing it up. Close the hinged cover and insert a new break rod in the small hole through the top of the enclosing box. 9. Inspect drain connections from the Manual Control Station and Solenoid Valve. Before proceeding to the next step, correct any leaks. 10. Verify the ability of the Diaphragm to hold pressure. With the Diaphragm Chamber pressurized, temporarily close the Diaphragm Chamber Supply Control Valve and observe the Diaphragm Chamber Pressure Gauge for a drop in pressure. • If a drop in pressure occurs. correct any leaks. If neces- sary, replace the Diaphragm and/or correct any leaks before proceeding to the next step. • If the Diaphragm Chamber Pressure Gauge does not indi- cate a drop in pressure, re -open the Diaphragm Chamber Supply Control Valve and proceed to the next step. 11. Slowly open the Main Control/ Shut -Off Vaive. Close the Main Drain Valve as soon as water discharges from the drain connection. Observe the Automatic Drain Valve for leaks. • If there are leaks, determine/ correct the cause of the leakage problem. • If there are no leaks, the Model DV -5 Deluge Valve with Remote - Resetting Trim is ready to place in service and the Main Control/ Shut -Off Valve must then be fully opened. 12. If equipped in trim, open the Alarm Control Valve. For VdS Trim only, the Alarm Control Valve is recommended to be wire - sealed In the open position with a No. 16 twisted wire, the ends of which are secured by a lead seal. The wire seal should be looped through the hole in the handle and tightly twisted around the pipe nipple at the outlet of the Alarm Control Valve. NOTICE After setting a fire protection system, notify the proper authorities and advise those responsible for moni- toring proprietary andforcentral station alarms. Model ASV -1 Automatic Shut -Off Valve Trim Component For Model DV -5 Deluge Valve Used in Deluge and Preaction Systems General Description The Model ASV -1 Automatic Shut -Off Valve (Ref. Figure 1) is intended for, use with the Model DV -5 Deluge Valve in deluge and preaction systems. Pro- vided as part of the DV -5 Valve trim arrangements, it is installed in the dia- phragm chamber supply connections. When properly installed, it is intended to prevent inadvertent resetting of the DV -5 Valve after the DV -5 Valve initial, operation. WARNING The Model ASV -1 Automatic Shut -Off Valve described herein must be in- stalled and maintained in compliance with this document, as well as with the' applicable standards of the National Fire Protection Association, in addition to the standards of any other authori• ties having jurisdiction. Failure to do so may impair the integrity of this device. The owner is responsible formaintain- ing his fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Technical Data Approvals UL and C -UL Listed, as well as FM Approved, as a valve trim component for the Model DV -5 Deluge Valve. Maximum Working Water Pressure 250 psi (17,2 bar). Assembly Brass body. cover. and center seat per UNS C36000, Type 316stainless steel spring, and Nylon fabric rein- forced, natural rubber diaphragm per ASTM D2000. Operation When the ASV -1 Automatic Shut -Off Vaive is in its open position (Ref. Fig- ure 2A) it permits water flow from its inlet to its outlet so that the Diaphragm Chamber of the DV -5 Valve can be pressurized and remain pressurized while the DV -5 Vaive is in its set posi- tion. The 1/8 inch (3,2 mm) diameter orifice in the ASV -1 flow path restricts the make-up flow to the DV -5 Dia- phragm Chamber so that when an ac- tuation device releases water pres- sure from the DV -5 Diaphragm Chamber the Diaphragm Chamber can then become depressurized and the DV -5 Valve can then open. Upon operation of the DV -5 Valve, the piping downstream of the DV -5 Valve becomes pressurized. The Pilot Chamber of the ASV -1 is then pressur- ized via its trim connection to the downstream side of the DV -5 Valve. Pressurization of the Pilot Chamber closes the ASV -1 (Ref. Figure 2B). Af- ter closing of the ASV -1. make-up pressure to the Diaphragm Chamber of the DV -5 Valve cannot occur. Even if the actuation device that originally released water from the Diaphragm Chamber were to close, the ASV -1 prevents the DV -5 Valve from inadver- tently resetting after its initial opening. Installation Refer to the applicable technical data sheets describing the various options for installing the Model DV -5 Deluge Valve (i.e., deluge and preaction sys- tems utilizing the Model DV -5 Deluge Valve). Setting Procedure The Model ASV -1 Automatic Shut -Off Valve automatically resets after the system piping downstream of the Model DV -5 Deluge Valve is drained and returned to its normal 0 psi gauge pressure. Care and Maintenance The following inspection procedure must be performed as indicated, in ad- dition to any specific requirements of the NFPA, and any impairment must be immediately corrected. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- VALVE PARTS NO. DESCRIPTION DIY 1111 I Body , 1112 2 Ccer... 1 NP Spr^.g 1 NIR 1 Dwlplxa4,/Cenier Seat 1 NIR NiR - No1 Replan, ,ble FIGURE 1 MODEL ASV -1 AUTOMATIC SHUT-OFF VALVE - ASSEMBLY- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. NOTES No attempt is to be made to repair art impaired Model ASV -1 Automatic Shut -Off Valve. The complete assem- bly must be replaced if their is indica- tion of malfunction. Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the effected fire protection sys- tem must first be obtained from the proper authorities and ail personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. 1.2' NPI PII OT CHAMRrR INF F7 {OPEN TCATMOSPHERE VIA VALVE TRW CONNECTED TO DOWNSTREAM SIDE OF CNS DELUGE VALVE) 112` NPT SUPPLY INLET 1ff NPT SUPPLY INLET FIGURE 2A CPEN POSITION 112 NPT PILOT CHAMBER INLET (PRESSURIZED VIA VALVE D071714STR747S0E7F DVS DELUGE VALVE) FIGURE 28 CLOSED POSITION 1.2 NPT SUPPLY OUTLET {FLOW) FLOW PATH ,CLOSED L2' NPT SUPPLY OUTLET (NO FLOW) FIGURE 2 MODEL ASV -1 AUTOMATIC SHUT-OFF VALVE - OPERATION- NSPECTION PROCEDURE The Model ASV -1 Automatic Shut -Off Valve must be inspected quarterly In accordance with the following instruc- tions, and any impairment must be cor- rected by replacing the ASV -1. Step 1. During the quarterly test of the actuation devices, verify that the ASV -1 has operated correctly as evi- denced by the cease of waterfiow from the actuating device to drain. EARTHQUAKE BRACING - LATERAL BRACE NFPA 13 2010 EDITION DIAMETER TYPE LENGTH WT/FT TOTAL WT e PIPE SCH 10 110' I 11.78 f/FT I 118 1 TOTAL WT OF PIPE: HORIZONTAL FORCE FACTOR = .6: SAFETY FACTOR = 1.15: 118 # 71 # 82 # EA, = 200 ANGLE OF BRACE IS 45' TO 59' FROM VER11CAL ALLOWABLE LOAD FOR 1" SCH.40 PIPE (7'-0" MAX. LENGTHS) IS 2500# MAX LOADS ATTACHMENT TOLCO MODEL #1000 SWAY BRACE - 1"-4" PIPE TOLCO MODEL #980 SWIVEL TOLCO MODEL #800 SWIVEL ALONG BEAM TOLCO MODEL #800 SWIVEL ACROSS BEAM TOLCO MODEL #825 BAR JOIST SWAY BRACE LBS 2015 2765 1265 2015 2015 ADJUSTED PER 9.3.5.10.3 1007.5 1382.5 632.5 1007.5 1007.5 SEISMIC CALULATIONS AUTOMATIC SHUTOFF VALVE NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR BLUE STAR GAS FACILITY 10802 EAST MARGINAL WAY S TUKWILA, WASHINGTON DATE: 11/11 DRAWN: G.B. SCALE: AS NOTED 30F3 CONSULTANTS PROJECT NAME: BLUE STAR GAS FACILITY 10802 EAST MARGINAL WAY SOUTH TUKWILA, WA FIRE SUPPRESSION SYSTEM SUPPLIER: ALEXANDER GOW FIRE EQUIPMENT CO 1436 NW 53RD STREET SEATTLE, WASHINGTON 98107 PHONE: (206) 632-2810 WWW.GOWFIRE.COM CONTACT: LANCE CALVO AHJ: TUKWILA FD REFERENCES: IFC 2009 INTERNATIONAL FIRE CODE IBC 2009 INTERNATIONAL BUILDING CODE NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE CODE UL -864 AND OTHER APPLICABLE STANDARDS COMPLETE FIRE PROTECTION SYSTEM, UL LISTED CONFORM TO REQUIREMENTS OF NFPA APPLICABLE SECTIONS THE AMERICAN DISABILITIES ACT (ADA) SPRINKLER R. NW FIRE SYSTEMS 3315 S 116TH STREET TUKWILA, WA 98168 206-772-7502 CONTACT: JEFF IACCHEI WIRING METHODS NATIONAL ELECTRICAL CODE ARTICLE 300 WIRING METHODS GENERAL REQUIREMENTS 300-11. SECURING AND SUPPORTING. (1) WIRING LOCATED ABOVE A FIRE—RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY SHALL NOT BE SECURED TO, OR SUPPORTED BY, THE CEILING ASSEMBLY, INCLUDING THE CEILING SUPPORT WIRES. AN INDEPENDENT MEANS OF SECURE SUPPORT SHALL BE PROVIDED EXCEPTION: THE CEILING SUPPORT SYSTEM SHALL BE PERMITTED TO SUPPORT WIRING AND EQUIPMENT THAT HAVE BEEN TESTED AS PART OF THE FIRE—RATED ASSEMBLY. (2) WIRING LOCATED ABOVE A NONFIRE—RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY SHALL NOT BE SECURED TO, OR SUPPORTED BY, THE CEILING ASSEMBLY, INCLUDING THE CEILING SUPPORT WIRES. AN INDEPENDENT MEANS OF SECURE SUPPORT SHALL BE PROVIDED EXCEPTION: THE CEILING SUPPORT SYSTEM SHALL BE PERMITTED TO SUPPORT BRANCH CIRCUIT WIRING AND ASSOCIATED EQUIPMENT WHERE INSTALLED IN ACCORDANCE WITH THE CEILING SYSTEM MANUFACTURER'S INSTRUCTIONS. CABLES AND RACEWAYS SHALL NOT BE PERMITTED TO BE SUPPORTED BY CEILING GRIDS. (B) RACEWAYS USED AS MEANS OF SUPPORT. RACEWAYS SHALL NOT BE USED AS A MEANS OF SUPPORT FOR OTHER RACEWAYS, CABLES OR NONELECTRIC EQUIPMENT. 300-14 LENGTH OF FREE CONDUCTORS AT OUTLETS, JUNCTIONS, AND SWITCH POINTS. AT LEAST 6 IN, (152mm) OF FREE CONDUCTOR SHALL BE LEFT AT EACH OUTLET, JUNCTION, AND SWITCH POINT FOR SPLICES OR THE CONNECTION OF FIXTURES OR DEVICES. EXCEPTION: CONDUCTORS THAT ARE NOT SPLICED OR TERMINATED AT THE OUTLET JUNCTION, OR SWITCH POINT. 300-15 BOXES, CONDUIT BODIES, OR FITTING — WHERE REQUIRED. (A) BOX OR CONDUIT BODY. A BOX OR CONDUIT BODY COMPLYING WITH SECTIONS 370-16 AND 370-28 SHALL BE INSTALLED AT EACH CONDUCTOR SPLICE CONNECTION POINT, SWITCH POINT, JUNCTION POINT, OR PULL POINT FOR THE CONNECTION OF CONDUIT, ELECTRICAL METALLIC TUBING, SURFACE RACEWAY, OR OTHER RACEWAYS. EXCEPTION NO. 1: A BOX OR CONDUIT BODY SHALL NOT BE REQUIRED FOR A CONDUCTOR SPLICE CONNECTOR IN SURFACE RACEWAYS, WIREWAYS, HEADER—DUCTS, MULTIOUTLET ASSEMBLIES, AUXILIARY GUTTERS, AND CABLE TRAYS. COVERS OF WIRING METHODS USED FOR THIS PURPOSE SHALL BE REMOVABLE AND ACCESSIBLE AFTER INSTALLATION. EXCEPTION NO. 2: AS PERMITTED IN SECTION 410-31 WHERE A FIXTURE IS USED AS A RACEWAY. 760-54. INSTALLATION OF CONDUCTORS AND EQUIPMENT. (A) SEPARATION FROM ELECTRIC LIGHT, POWER, CLASS 1, AND NPLFA CIRCUIT CONDUCTORS. (3) OTHER APPLICATIONS. POWER—LIMITED FIRE ALARM CIRCUIT CONDUCTORS SHALL BE SEPARATED AT LEAST 2 IN. (50.8mm) FROM CONDUCTORS OF ANY ELECTRIC LIGHT, POWER, CLASS 1, OR NONPOWER—LIMITED FIRE ALARM CIRCUIT CONDUCTORS. EXCEPTION NO. 1: WHERE EITHER (1) ALL OF THE ELECTRIC LIGHT, POWER CLASS 1, OR NONPOWER— LIMITED FIRE ALARM CIRCUIT CONDUCTORS OR (2) ALL OF THE POWER—LIMITED FIRE ALARM CIRCUIT CONDUCTORS ARE IN RACEWAY OR IN METAL—SHEATHED, METAL—CLAD, NONMETALLIC—SHEATHED, OR TYPE UF CABLES. EXCEPTION NO. 2: WHERE THE ALL OF THE ELECTRIC LIGHT, POWER, CLASS 1, OR NONPOWER—LIMITED FIRE ALARM CIRCUIT CONDUCTORS ARE PERMANENTLY SEPARATED FROM ALL OF THE POWER—LIMITED FIRE ALARM CIRCUIT CONDUCTORS BY A CONTINUOUS AND FIRMLY FIXED NON—CONDUCTOR, SUCH AS PORCELAIN TUBES OR FLEXIBLE TUBING IN ADDITION TO THE INSULATION ON THE WIRE. SLC AND NAC CIRCUITS SHALL BE WIRED CLASS A ILIJE STAR GAS FACILITY LIQUID PRiPANE FILL STATIO\ 10:02 EAST MARGI\AL WAY SIXTH TUKWILA, WA KIDDE ARIES, TRIPLE IR DETECTION AND FIRE MONITOR ACTIVATION SCOPE OF WORK: THIS IS A NEW PROPANE FILL STATION, THIS PROJECT IS TO ADD A TRIPLE IR DETECTION SYSTEM TO ACTIVATE THE FIRE MONITOR SYSTEM AND MONITOR THE ASSOCIATED SUPERVISORY DEVICES r SEQUENCE OF OPERATIONS SCP FUNCTIONS c; o144 o 3 Qo � C.) o c�, Z 444 4 Ck- v CO A B C D E F G H i CONDITION \ SHEET #: SHEET TITLE: SYMBOL ITEM 1 PART NUMBER FA -01 GENERAL INFORMATION, BILL OF MATERIALS, DRAWING DIRECTORY , , 1 STANDBY CONDITION FA -03 TRIPLE IR ORIENTATION FA -04 FIRE ALARM CONTROL PANEL WIRING DIAGRAM AND STANDBY BATTERY CALCS 2 SYSTEM TROUBLE CONDITION 76-600000-001 1 KIDDE AIRES FIRE SUPPRESSION CONTROL PANEL FCP 2 ASLA 1218 2 3 TRIPLE IR DETECTOR ALARM QP 3 71-402001-100 1 KIDDE PSD 7152 SMARTONE ADDRESSABLE SMOKE DETECTOR PHOTOELECTRIC 4 70-400001-100 4 WATERFLOW ALARM 6" SENSOR BASE 5 70-407008-001 6 KIDDE ADDRESSABLE CONTACT INPUT DEVICE N.O. Ea 5 MANUAL RELEASE STATION 2 KIDDE MANUAL RELEASE STATION MR cri 7 75-000086-002 2 KIDDE 6 PIV AND OS&Y SWITCHES 8 BK—SSM2410 2 SYSTEM SENSOR 10" 24VDC RED FIRE BELL 9 BK—WBB 2 7 WEATHER PROOF BELL BACK BOX 10 WPS—BB 2 KIDDE WEATHER PROOF STROBE BACK BOX fl 11 516-040-014 8 SCOTT H&S FV202F+ TRIPLE IR FLAME DETECTOR 12 517-001-184 1 SCOTT H&S FLAME DETECTOR MOUNTING BRACKET 13 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ALEXANDER GOW FEC AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM ALEXANDER GOW FEC. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. MATRIX DRAWING DIRECTORY EQUIPMENT LIST SHEET #: SHEET TITLE: SYMBOL ITEM 1 PART NUMBER FA -01 GENERAL INFORMATION, BILL OF MATERIALS, DRAWING DIRECTORY DESCRIPTION FA -02 YARD LAYOUT FA -03 TRIPLE IR ORIENTATION FA -04 FIRE ALARM CONTROL PANEL WIRING DIAGRAM AND STANDBY BATTERY CALCS 1 BILL OF MATERIAL / DEVICE LEGEND ;.�.•:wm nts Pe :'-:ncned Letter These pian h ,e her- Prevention :.0 for i•ndarmss. V;',ns v. /aCy0'. •s, th- r .Gtal' - r:d by The Tukwila Fire ".ce with current City --;fancy--Jancy co errors and :0 c). . r violations of adopted :-,-,; .. :y;nsibility for the ,!di the designer. .:-tae drawings after r,-,' will require a subsequent approval. acceptf., . ,` sf.:.,.c, , 1 t s'£i test and Inspection by Tukwila ' F': F r eventlor: ureau. :.� l)--lc-11 ,0( NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Pernik No. II - l✓ -)-7 7 and exact address for shut- down or restoration approval. PAID TUis.vvIL.A FIRE CONTRACT: NO. DATE BY REVISION PROJECT: 1 12/5/11 GMS INITIAL DESIGN GENERAL INFORMATION BILL OF MATERIALS DRAWING DIRECTORY TRIPLE IR DETECTION AND MONITOR ACTIVATION FOR LIQUID PROPANE FILL STATION 2 3 4 DRAWING NUMBER LC -1211-1 PAGE 1 OF 4 BLUE STAR GAS FACILITY TUKWILA, WA ALEXANDER GOW FIRE EQUIPMENT CO. 1436 NW 53RD STREET SEATTLE, WA 99107 www, gowf Ire, corn 806-632-2810 FAX 633-0434 EQUIPMENT LIST SYMBOL ITEM 1 PART NUMBER QTY. MFG DESCRIPTION 1 76-600000-001 1 KIDDE AIRES FIRE SUPPRESSION CONTROL PANEL FCP 2 ASLA 1218 2 POWER PATROL 12 VOLT, .18AMP HOUR BATTERY QP 3 71-402001-100 1 KIDDE PSD 7152 SMARTONE ADDRESSABLE SMOKE DETECTOR PHOTOELECTRIC 4 70-400001-100 1 KIDDE 6" SENSOR BASE 5 70-407008-001 6 KIDDE ADDRESSABLE CONTACT INPUT DEVICE N.O. Ea 6 84-330002-001 2 KIDDE MANUAL RELEASE STATION MR cri 7 75-000086-002 2 KIDDE ALARM STROBE 01:1 8 BK—SSM2410 2 SYSTEM SENSOR 10" 24VDC RED FIRE BELL 9 BK—WBB 2 SYSTEM SENSOR WEATHER PROOF BELL BACK BOX 10 WPS—BB 2 KIDDE WEATHER PROOF STROBE BACK BOX fl 11 516-040-014 1 SCOTT H&S FV202F+ TRIPLE IR FLAME DETECTOR 12 517-001-184 1 SCOTT H&S FLAME DETECTOR MOUNTING BRACKET 13 14 15 16 17 18 19 20 21 22 23 ;.�.•:wm nts Pe :'-:ncned Letter These pian h ,e her- Prevention :.0 for i•ndarmss. V;',ns v. /aCy0'. •s, th- r .Gtal' - r:d by The Tukwila Fire ".ce with current City --;fancy--Jancy co errors and :0 c). . r violations of adopted :-,-,; .. :y;nsibility for the ,!di the designer. .:-tae drawings after r,-,' will require a subsequent approval. acceptf., . ,` sf.:.,.c, , 1 t s'£i test and Inspection by Tukwila ' F': F r eventlor: ureau. :.� l)--lc-11 ,0( NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Pernik No. II - l✓ -)-7 7 and exact address for shut- down or restoration approval. PAID TUis.vvIL.A FIRE CONTRACT: NO. DATE BY REVISION PROJECT: 1 12/5/11 GMS INITIAL DESIGN GENERAL INFORMATION BILL OF MATERIALS DRAWING DIRECTORY TRIPLE IR DETECTION AND MONITOR ACTIVATION FOR LIQUID PROPANE FILL STATION 2 3 4 DRAWING NUMBER LC -1211-1 PAGE 1 OF 4 BLUE STAR GAS FACILITY TUKWILA, WA ALEXANDER GOW FIRE EQUIPMENT CO. 1436 NW 53RD STREET SEATTLE, WA 99107 www, gowf Ire, corn 806-632-2810 FAX 633-0434 OFFICE BUILDING WITH EXISTING FIRE ALARM SYSTEM CONNECTED TO THE NEW ARIES FIRE SUPPRESSION SYSTEM FOR MONITORING WITH ALARM, TROUBLE AND SUPERVISORY TRANSMISSION i f SS - ( SS SS ST ss ST ss ST Sc X n Cr) LI / HELD OF VIEW ST SS TRIPLE IR DETECTOR - FIRE FIRE MONITOR \ o MR SS SS J SS LP SS SS ,Y. C/) (1) SS \ \ '1 \ L' S \ .\ \ \ i\. • RISER SHED 'NV 7 / KIDDE ARIES FIRE SUPPRESSION CONTROL PANEL LOCATED INSIDE THE RISER SHED WITH DELUGE VALVE SOLENOID WATERFLOW SWITCH 2 EACH OS&Y VALVE SWITCHES 1 EACH YARD PIV SWITCH 1 BELL AND STROBE LEGEND FCP 8 C `LJ lop ADDRESSABLE FIRE SUPPRESSION CONTROL PANEL ALARM BELL STROBE MANUAL RELEASE STATION TRIPLE IR DETECTOR FIRE MONITOR ADDRESSABLE SMOKE DETECTOR IM ADDRESSABLE INPUT MODULE CONDUIT AND WIRE (DIAGRAM ONLY. ACTUAL BACKBOX 16"H X 14.5"WX5.5"D RUNS TO BE DETERMINED IN THE FIELD) L M ST M :ST, . . s id Y w .. ssJ ss • t 1� 0 M uc M X YARD PIV *FIELD VERIFY LOCATION KIDDE ARIES FIRE SUPPRESSION CONTROL PANEL WITH REMOTE TRIPLE IR DETECTOR MANUAL RELEASE STATION NEAR EMERGENCY STOP MANUAL RELEASE STATION AT OFFICE BUILDING BELL AND STROBE AT OFFICE BUILDING CONTRACT: NO. DATE BY REVISION PROJECT: 1 12/6/11 GMS INITIAL DESIGN TRIPLE IR DETECTION AND MONITOR ACTIVATION PLAN VIEW LIQUID PROPANE FILL STATION 2 DRAWING NUMBER LC -1211-1 PAGE 2 OF 4 BLUE STAR GAS FACILITY TUKWILA, WA atau ALEXANDER GOW FIRE EQUIPMENT CO. 1436 NW 53RD STREET SEATTLE, WA 99107 www. gowf i re, corn 206-632-2810 FAX 633-0434 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ALEXANDER GOW FEC AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM ALEXANDER GOW FEC. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. TRIPLE IR 20' DOWN ANGLE 16.5' HIGH LPG STORAGE TANK TRANSFER STATI • 45' FROM TARGET TRIPLE R TI\G VIEW SCALE: NTS CONTRACT: PROJECT: REVISIDN 12/10/11 INITIAL DESIGN DRAWING NUMBER TRIPLE IR HEIGHT AND ANGLE ORIENTATION LC -1211-1 PAGE 3 OF 4 BLUE STAR GAS FACILITY TUKWILA, WA 4 0 ALEXANDER GOW FIRE EQUIPMENT CO. 1436 NW 53RD STREET SEATTLE, WA 99107 www. gowf i re. corn 206-632-2810 FAX 633-0434 O O 1 2 3 4 O O O O 5 6 7 8 FV282f+ , *.7 wuV 4 IVC C C 16 15 14 3 O O ? P KG..4 MT D! 12 11 10 9 O O O O ADDRESSABLE INPUT DEVICE 051 TRIPLE IR ALARM 12345678 ADDRESSABLE INPUT DEVICE 052 TRIPLE IR TROUBLE ADDRESSABLE INPUT DEVICE 051 ADDRESSABLE INPUT DEVICE 052 ADDRESSABLE INPUT DEVICE 001,002 12345678 LI (SMOKE DETECTOR` MANUAL PULL STATION 0 O EOL TYPTYP OF 2 SPRINKLER SYSTEM 0 EOL WATERFLOW ALARM SPRINKLER SYSTEM ADDRESSABLE INPUT DEVICE 053 234 567 11 1 i I TO BUILDING FIRE ALARM PANEL (ALARM) TO BUILDING FIRE ALARM PANEL (SPRINKLER SUPERVISI❑N) NA TO BUILDING FIRE ALARM PANEL (TROUBLE) EOL 0 PIV VALVE SPRINKLER SYSTEM 24V BATT1ERY �131211 e(g6)6) SLC 4131211 eeee USB RS232 U J6 JTAG J4 J5 O � RS 232 A TB4 TB8 TB9 TB10 J10 2 $ATT 3 t o AC POWER 0 SYSTEM TROUBLE ALARM ()SUPERVISORY o PRE -ALARM Q S I LENCE P F Fire Systems 1 7 SSIL ACK SYSTEMYSTEM SCROLLF1 RESET 120V AC CKT TB13 kETS YYLESg)I tch (S2) AC BUZZ R NAC2 NAC1 4 3 2 1 TB4 EOL -CD -0 OS&Y VALVE TYP OF 2 ALARM STROBE TB5 TB2 Auxiliary Outputs Regulated 24 VDC, Current: L 0 (max) eac RELEASE 1 RELEASE 2 le e@ 1121314 Cees 1121314 AUX 24VDC eeee 121314 COMBO 1 sees 1121314 COMBO 2 eeee 1121314 • To NSU Earth Ground ARILS PANEL h output FIRE MONITOR SOLENOID U 0 AFES flP CO\ IPOL A\L STROBE ALARM STROBE e e 10l i.JE0 BELL e 01 ALARM BELL STROBE BELL ALARM BELL 1. 2, 3. 4. 5. 6. ELECTRICAL INSTALLATION NOTES All Installation materials such as conduit, fittings, boxes, hangers, etc., are supplied by the Installation Contractor. Materials for 'Wiring By Others' are not supplied by the Installation Contractor. Panels, devices, conduit, boxes, etc, are to be flush mounted and exposed. Exceptions area above 'drop-in' false ceiling tiles and where specifically shown or labeled on these drawings. Exact locations of all equipment to be determined in the field. All wiring must conform with local codes. Detector and audible alarm device circuit polarity must All detector and audible alarm device circuit wires are 7, Wiring Unless otherwise be observed supervised speclfIed by the authority having jurisdiction or on the wiring diagrams supplied for the specific installation, #16 AWG, color coded wire is recommended for the detector circuits. Use #14 AWG for the DC power supply and audible alarm circuits, and use #12 AWG for the AC power supply connections. 8. Wire shall be solid (single strand) copper THHN jacketed, to satisfy NFPA, NEC, and IRI requirements. 9. Conduit shall be EMT and shall be painted where exposed. 10. For detector layout information, refer to drawing. 11. Smoke detectors shall not be located within 36' of direct air stream from supply air outlets. 12, Reference shall be made to the manufacturer's Installation, operation, and maintenance manual to assure strict adherence Installation practices. to approved ALCULATION FOR MAIN PANEL DESIGNATION CIRCUIT TYPE SLC DETECTION LOOP AC 120VAC PANEL POWER D DISCHARGE CIRCUIT B3 STROBE CIRCUIT B2 H/S CIRCUIT B1 BELL CIRCUIT WIRE LEGEND WIRE TYPE TSP # 16 STRAND (3)THHN #12 SOLID (2)THHN #16 SOLID (2)THHN #14 SOLID (2)THHN #14 SOLID (2)THHN #14 SOLID WIRE COLOR RED (POS.), BLACK (NEG.) (TWISTED FPLP) GREEN, BLACK, WHITE YELLOW (POS.), PURPLE (NEG.) ORANGE (POS.), BROWN (NEG.) RED (POS.), BLACK (NEG.) RED (POS.), BLACK (NEG.) NOTE: 1. NO T -TAPPING PERMITTED ON ANY CIRCUIT 2. EITHER THHN OR FPL CAN BE USED IN THE RESPECTIVE GAUGE NATIONAL ELECTRICAL CODE TABLE 760-71(h). CABLE MARKINGS CABLE MARKING FPLP FPLR FPL TYPE POWER -LIMITED FIRE ALARM PLENUM CABLE POWER -LIMITED FIRE ALARM RISER CABLE POWER -LIMITED FIRE ALARM CABLE LISTING REFERENCES SECTIONS 760-71(b) AND (h) SECTIONS 760-71(e) AND (h) SECTIONS 760-71(e) AND (h) FPLP SHALL BE USED IN PLENUM CEILINGS. FPLR SHALL BE USED WHEN PASSING THROUGH FLOORS. FPL SHALL BE USED ONLY IN NON -PLENUM AREAS. CONTRACT: NO DATE BY REVISI❑N PROJECT: 1 12/10/11 GMS INITIAL DESIGN FIRE SUPPRESSION CONTROL PANEL WIRING AND STANDBY BATTERY CALCULATIONS 2 DRAWING NUMBER LC -1211-1 PAGE 4 OF 4 BLUE STAR GAS FACILITY TUKWILA, WA ALEXANDER GOW FIRE EQUIPMENT CO. 1436 NW 53RD STREET SEATTLE, WA 99107 www. gowf I re. corn 206-632-2810 FAX 633-0434 UNIT UNIT TOTAL TOTAL QTY. DESCRIPTION Supv. Alarm Supv. Alarm 1 MAIN CIRCUIT BOARD 0.2000 0.6500 0.2000 0.6500 0 N/A 0.0000 0.0000 0.0000 0.0000 6 ADDRESSABLE INPUT MODULE 0.0005 0.0005 0.0030 0.0030 1 PHOTOELECTRIC DETECTOR 0.0004 0.0004 0.0004 0.0004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 24VCD ACTUATOR 0.0000 0.0700 0.0000 0.7000 1 NAC CKT 1 (TOTAL) 0.0000 0.2100 0.0000 0.2100 1 NAC CKT 2 (TOTAL) 0.0000 0.0600 0.0000 0.0600 Total 0.2034 1.6234 SUPERVISORY X 60 HOURS 12.20 ALARM X 5 MINUTES 0.14 TOTAL POWER REQUIRED 12.34 PLUS 10% SAFETY 1.23 TOTAL STANDBY REQUIRED 13.57 2 BATTERIES SUPPLIED ARE 18 AH DESIGNATION CIRCUIT TYPE SLC DETECTION LOOP AC 120VAC PANEL POWER D DISCHARGE CIRCUIT B3 STROBE CIRCUIT B2 H/S CIRCUIT B1 BELL CIRCUIT WIRE LEGEND WIRE TYPE TSP # 16 STRAND (3)THHN #12 SOLID (2)THHN #16 SOLID (2)THHN #14 SOLID (2)THHN #14 SOLID (2)THHN #14 SOLID WIRE COLOR RED (POS.), BLACK (NEG.) (TWISTED FPLP) GREEN, BLACK, WHITE YELLOW (POS.), PURPLE (NEG.) ORANGE (POS.), BROWN (NEG.) RED (POS.), BLACK (NEG.) RED (POS.), BLACK (NEG.) NOTE: 1. NO T -TAPPING PERMITTED ON ANY CIRCUIT 2. EITHER THHN OR FPL CAN BE USED IN THE RESPECTIVE GAUGE NATIONAL ELECTRICAL CODE TABLE 760-71(h). CABLE MARKINGS CABLE MARKING FPLP FPLR FPL TYPE POWER -LIMITED FIRE ALARM PLENUM CABLE POWER -LIMITED FIRE ALARM RISER CABLE POWER -LIMITED FIRE ALARM CABLE LISTING REFERENCES SECTIONS 760-71(b) AND (h) SECTIONS 760-71(e) AND (h) SECTIONS 760-71(e) AND (h) FPLP SHALL BE USED IN PLENUM CEILINGS. FPLR SHALL BE USED WHEN PASSING THROUGH FLOORS. FPL SHALL BE USED ONLY IN NON -PLENUM AREAS. CONTRACT: NO DATE BY REVISI❑N PROJECT: 1 12/10/11 GMS INITIAL DESIGN FIRE SUPPRESSION CONTROL PANEL WIRING AND STANDBY BATTERY CALCULATIONS 2 DRAWING NUMBER LC -1211-1 PAGE 4 OF 4 BLUE STAR GAS FACILITY TUKWILA, WA ALEXANDER GOW FIRE EQUIPMENT CO. 1436 NW 53RD STREET SEATTLE, WA 99107 www. gowf I re. corn 206-632-2810 FAX 633-0434 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: / )702- th- r fat'!/'i/4 L Wily .Soo -H Suite Number: "i/A- Floor: IVA Tenant Name: 131 t)6 Sr A-2 6 -AS Property Owner's Name: /'bS% A%7, A✓/ %ij47st� efea((�` Barre'' Mailing Address: 3,0/4 - Nod %H,ev/f 14)nn y f '7'3,c//evv City CONTACT PERSON -if there are questions about the submittal. Name:e- �r- C//L Vp Company Name:ke'My 00A 6'i4l flit eavymc-A.1 Mailing Address: 1'436 ' nl LJ .5 3 ,2p S- Sea -%/e New Tenant?'- Yes ❑ - No State Zip Day Telephone: 2t' -(032 -2,1/0 kJ9- 9f/o7 City State Zip E-mail Address: L C/ L- V p t G-ot COAT Fax Number: 2 46 - 633 - O /Jy Valuation of Project (contractor's bid price): $ /®� Opd Scope of Work (please provide detailed information): f74-. i6 Pe- rec 7ra,v ,9,i1, 61c/C,�t si ;Jy "4 -NC/ 64 PO /1/7 e V, - /ve Gf / ' cD /5 /i%.v rr i,c PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING " WNER OR : HO Z V GENT: Signa Date: /Z //IV// Print Name: &A -A) Ce (1,-/I/ 0 Day Telephone: a7,6 - 4,.30 ' ZWO Plan Permit App.doc 5/14/10 TFD FP Fonn 8 x 4 DEL PLATE 1/2" HARPED. SIDING 2 x 4 56L PLATE 2 u G SGL RAIL P.-22 (3(430ED INSUL Km5020EN - I' VENTILATION SPACE 30 GH. GALV. STEEL P.-1 MIN. IKE'P_ 3/0" OSB 1F6. EON TRLSS ')1 0 10' O.O. 2 :< 10 RIP<R-AIL 1/2" (4000LEX 1/4" PANELING(R-1) _ — 4 FIEERGLASS --_ S/1 MT DUCT (''1 (01,0,x 5 VAPOR OARRIER) FLET: -K rJJI 21-1/4" 1 .7 /—R-5 KRAFT FACED ICM 99-1/2" R-19 KRAFT 5/3' 106 FACED INSIA.. DECKit(6 2 x 3 0 10' C.C. (112 DP/11 N'-10' `11J" f3UILDIN6 SECTION SCALE 1/2'"1'-0' 40. OPENING USE (2)2'<6 (SPF) HV (2' PLYND. FILLER WINDOW HEADER DETAIL NITS NEST ELEVATION 963(3 (14"=1'-O" 36' OPENING USE (2)224 (SPF) 6/ 1/2' FILLER DOOR HEADER DETAIL_ NTS 2 11 -TD.." 12' 0L 055(13) 170AT EACH 510E OF SPLICE DSL TOP PLATE CHORD SPLICE NTS FASTENER SCHEDULE I) DEL. FLOOR .10:575 A7 ENDS, FASTEN NV (3) 141f2 I/4") 0 24" O.C. EOTH SIDES IN/ADHESIVE 21 moor. rn,L io r --L000 JCIST. FA5T5N 1,145)124 5/0• 5(05320(25 ID:AR- /'SH 04ELOC.2ED EDGES FOR 1)0'- 0' ON EA. END 2/01011 V(.'(I35A)I 5/4' N.C. STAPLES 2' O.C. c ELD6 PERIMETER- 0 6" 0.0. 0 PANEL EDGES 0 12" 61 THE FIELD 5/3' T69 DEOKMG MFG. 30I1 7RU59 (5' 0.0 2X4 STUDS 0 10" 0O. O 3) DECKING TO JOIST -PERIMETER, FASTEN 5(05. PERIMETER a PANEL EDGES NKTd)TVIIST NAILS 4 6. OOJFASTEN PANEL FIELD 61(166-2)2' N.C. STAPLES a 3" 00. 4) 51DEV(ALL TO FLOOR. FASTEN 52(120) 0 6" O.C. INSTALL 15',44" (306A)SALV. STRAPS 5 ALL KIIG51305 a EVERY OTHER I0' STUD -FASTEN Nr)963))' N.C. STAPLES 0(553)10 6ALLSTUD/ (93)1)1) 6077020 FLATE/(0E A)IN FLOOR RAIL 51 ENDI1ALL TO FLOOR, FASTEN 11/02d) b V' 06. INSTALL 1.5'x14' (306A)GALV. STRAPS ,/ ALL 51)165TUD5 : EACH 16' STUD -FASTEN N/(1593)N NO. STAPLES 0(OENIN MALLSTUD/ (IEA)12 5077020 PLATE/(6EA)IN FLOOR RAIL b) ENDINALL TO SIDENALL( FASTEN 11/112d) 0 b" O.C. a (5E4)124 0 7022(3TE OVERLAP 11/STRAP T) ROOF TO 510E1NALL, TOENAIL R1NRAIL 11/(12d) 0 4' C.C. K155571)04 f EERY OTHER 16' STUD -FASTEN 1.11(16GA)1' NC. STAPLES 0(334/1)1 21MRAIL/ (1E3)61 NALL TCFFLATE/(3EA)61 NALL STUD 0) SID5NALL PLATE TO STUDS. FASTEN( 11/(253)120 NAILS 12' DIA. 0.00/' VENT (71'7. 3 03J 2X5 RAIL 2X4 607:020 PLATE GONNECTION DETAIL 1125 NOTE: PROVIDE 4' HARDERD. 50710/1 TRIM 12)/Z -METAL FLUSH 1^US101:C- 4' NARDBD. TRIM 0 EOTTOM, (NIHDO1'b, DOORS a 602010RS 0' HARD00. TRIM 0 TOP ONLY S' DVIALLS, 30' 050 - FASTEN 11/1(530J 1 5/4" N.O. STAPLES 0 4' 6 (2' 0/6. FASTEN SIDING 2)1(50) G 4" f B' O!C SIDENALLS, FASTEN (/2' HARDBOARD 51D1NG IN/501 0 4' 6 0' 0/6 ("' 031 SIMPSON 8113 STRAPS 0 EACH CORNER 0 (2 EA)c EACH 9(00 00 N(JAC 02511140, A 93. GALV. STEEL SOUTH ELEVATION SCALE I/4"=1'-0" x 56' - OFFICE O LO CO Q1 N 07 cn On z 111 0 K 0 AUGUST 20, 1998 10 0- O Pg O J Y m a a 4 z 12/11/2008 10:07:14 AM, kdaniels PAID AUG 1 7 2009 Tukwila Fire -.'---"---MOEILE FLET: -K rJJI 21-1/4" 1-5EAM 21-1/4" ICM 99-1/2" N'-10' `11J" f3UILDIN6 SECTION SCALE 1/2'"1'-0' 40. OPENING USE (2)2'<6 (SPF) HV (2' PLYND. FILLER WINDOW HEADER DETAIL NITS NEST ELEVATION 963(3 (14"=1'-O" 36' OPENING USE (2)224 (SPF) 6/ 1/2' FILLER DOOR HEADER DETAIL_ NTS 2 11 -TD.." 12' 0L 055(13) 170AT EACH 510E OF SPLICE DSL TOP PLATE CHORD SPLICE NTS FASTENER SCHEDULE I) DEL. FLOOR .10:575 A7 ENDS, FASTEN NV (3) 141f2 I/4") 0 24" O.C. EOTH SIDES IN/ADHESIVE 21 moor. rn,L io r --L000 JCIST. FA5T5N 1,145)124 5/0• 5(05320(25 ID:AR- /'SH 04ELOC.2ED EDGES FOR 1)0'- 0' ON EA. END 2/01011 V(.'(I35A)I 5/4' N.C. STAPLES 2' O.C. c ELD6 PERIMETER- 0 6" 0.0. 0 PANEL EDGES 0 12" 61 THE FIELD 5/3' T69 DEOKMG MFG. 30I1 7RU59 (5' 0.0 2X4 STUDS 0 10" 0O. O 3) DECKING TO JOIST -PERIMETER, FASTEN 5(05. PERIMETER a PANEL EDGES NKTd)TVIIST NAILS 4 6. OOJFASTEN PANEL FIELD 61(166-2)2' N.C. STAPLES a 3" 00. 4) 51DEV(ALL TO FLOOR. FASTEN 52(120) 0 6" O.C. INSTALL 15',44" (306A)SALV. STRAPS 5 ALL KIIG51305 a EVERY OTHER I0' STUD -FASTEN Nr)963))' N.C. STAPLES 0(553)10 6ALLSTUD/ (93)1)1) 6077020 FLATE/(0E A)IN FLOOR RAIL 51 ENDI1ALL TO FLOOR, FASTEN 11/02d) b V' 06. INSTALL 1.5'x14' (306A)GALV. STRAPS ,/ ALL 51)165TUD5 : EACH 16' STUD -FASTEN N/(1593)N NO. STAPLES 0(OENIN MALLSTUD/ (IEA)12 5077020 PLATE/(6EA)IN FLOOR RAIL b) ENDINALL TO SIDENALL( FASTEN 11/112d) 0 b" O.C. a (5E4)124 0 7022(3TE OVERLAP 11/STRAP T) ROOF TO 510E1NALL, TOENAIL R1NRAIL 11/(12d) 0 4' C.C. K155571)04 f EERY OTHER 16' STUD -FASTEN 1.11(16GA)1' NC. STAPLES 0(334/1)1 21MRAIL/ (1E3)61 NALL TCFFLATE/(3EA)61 NALL STUD 0) SID5NALL PLATE TO STUDS. FASTEN( 11/(253)120 NAILS 12' DIA. 0.00/' VENT (71'7. 3 03J 2X5 RAIL 2X4 607:020 PLATE GONNECTION DETAIL 1125 NOTE: PROVIDE 4' HARDERD. 50710/1 TRIM 12)/Z -METAL FLUSH 1^US101:C- 4' NARDBD. TRIM 0 EOTTOM, (NIHDO1'b, DOORS a 602010RS 0' HARD00. TRIM 0 TOP ONLY S' DVIALLS, 30' 050 - FASTEN 11/1(530J 1 5/4" N.O. STAPLES 0 4' 6 (2' 0/6. FASTEN SIDING 2)1(50) G 4" f B' O!C SIDENALLS, FASTEN (/2' HARDBOARD 51D1NG IN/501 0 4' 6 0' 0/6 ("' 031 SIMPSON 8113 STRAPS 0 EACH CORNER 0 (2 EA)c EACH 9(00 00 N(JAC 02511140, A 93. GALV. STEEL SOUTH ELEVATION SCALE I/4"=1'-0" x 56' - OFFICE O LO CO Q1 N 07 cn On z 111 0 K 0 AUGUST 20, 1998 10 0- O Pg O J Y m a a 4 z 12/11/2008 10:07:14 AM, kdaniels PAID AUG 1 7 2009 Tukwila Fire a GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS JOB NO. ?8301 - qa305 I FLOORS 12 X56 TOTAL SIZE 12 X 30 TYPE OFFICE TOTAL SO. FT. 612 OWNER WILLIA3:'i5/5COTS'IAN LOCATION SEATTLE. WASH. REP. MI03 O'BRIEN PHONE NO, (4.25) 544-3432 BUILDING OCCUPANT STOGY OFFICE CITY COUNTY ___y_STATE ID.,HHA.,00, INSPECTED BY: IDAHO BUILDING CLASSIFICATION: OCCUPANCY GROUP B_ TYPE OF CONST. TL N _ OCCUPANCY LOAD 300 SQ. FT. PER PERSON._6__ ROOF LOAD: DEAD a _LIVE 30 WIND ao MPH/EXP. FLOOR LOAD 50 PSF /SEISMIC ZONE J - TEMP DIFF - WINTER 50 DEG SUMMER _20DEG NOTES: FOUNDATION: 0 BY OTHERS 0 CONCRETE 0 CONC. BLK. INTERIOR WALL FINISH NO ILOCATION I MATERIAL THRCUSHOUT 1/4" PANELING 2 1P_ESTROONI 10G" KEMLITE PER VB7 41 1 56 I COLOR (NOTE U WHITE NOTES: (3) PANELING COLOR: WISCONSIN BIRCH TRANSPORTING CHASSIS TYPE OCROSSMEMBER OUTRIGGER 0 PERIMETER ❑SKID MAIN LOtWGITU I EMBER 10"I --BEAM CROSSMEMBERS-- 914 0 GAGE EACH 00 961 -O.C. OUTRIGGERS-- 5 13 0 GAGE EACH ©© 9615 O.C. RUNNING GEAR --TYPE QOVERSLUNG ❑UNDEIFSLUNG TIRES 0 8 PLT- O O -PLY 0 12 -PET BRAKE SYSTEM 12 VOLT ELECTRIC NUM. OF AXLES, BRAKE 3 IDLERS O HITCH MEMBERS --TYPE 0 STD. BALL 0 0 FIXED 0 DETACHABLE PAINTING-- ALL MEMBERS TO BE COMPLETELY COATED WITH ANTI -RUST PAINT NOTES: (I) PROVIDE NEVI TIRES (500 X 1 EXTERIOR WALL CONSTRUCTION WOOD STUDS W/ NOM. 2x4 0 9 16" 0 0.C. TOP & BTM PLATES, SPLICES & BLKG W/ NOM. 2x4 LUMBER GRADE SPF STD./SPF STD s BTR PL EXTERIOR SUBSHEATHING 3/5" 05B O ENDWALLS ONLY (1) EXTERIOR SIDING 1/2" HARDBD. SIDING (b"GROOVES) (NOTE I) EXTERIOR TRIM Ix HARDBOARD COLORS-- SIDING 5HERWIN WILLIAMS-oSV12104 SILVERPOINT TRIM 5HERWIN WILLIAMS-11556550 DARK GREEN MATCHING SKIRTING -SIZE N/A AMT. N/A COLOR N/A INTERIOR SUBSHEATHING N/A CEILING HEIGHT 9 7'-6" 0 NOTES:(I) ENDWALLS: BLOCK ALL 30655 - FASTEN 3/5" 0533 IN!(ISGA)I 3/4"N STAPLES 0 4" E 12" O/C FA5TEN SIDING N6'(9d) 5 4" x 5" 0/G SIDENALLS: FASTEN 511,3(1 WiiSd) 0 4" s 5" 0/C (2) HEADERS, 36" SPAN USE (2) 2x.4 37/')'2" PLYWD. FILLER 45" SPAN USE (2) 2x5 11/1/2" PLYWD. FILLER (3) CHORD SPLICES: USE ( 13 ) 12d NAILS EA SIDE OF SPLICE (4) DOUBLE TOP PLATE (5) ENDWALLS ONLY: INSTALL (2 EA)SIMPSON #5T15 © HVAC DOUBLE KINGSTUDS ¢ (2 EA)5 EACH CORNERS OF ENDWALLS DOOR SCHEDULE LOCTYPE SIZE (FRAME I LOCKSET 1 OTHER 1 I H.M. 150 6 ° I ALUM. j KEYED :NOTE 33) 2 1 HGN 30 6 WOOD PASSAGEI (NOTE �: 2.) L1____-_-_.__._ 3 [ HGI'!C 30 b ° (6"IOOD I PRI VAGI' 1(I�p`- '13) --- 4 1 1 I I NOTES: (I) EXT. DOOR ^I: PHILLIPS (24GA) POOR I-i/ALUI-1. FRAME HINGES: STANDARD 4'Y 4" (15 PP_)_ "---._�--- STANDARD DOOR CHAIN LOGKSET,I IFC. 5TD. KEYED LEVER H SGiHLAGE CL'f.(Y%A) STD. WEATHERSTRIPPING THRESHOLD. DOOR BOTTOM (2) IN,. DOOR 412: 13/E" PRE -FINISHED SANTA -FE OAK HINGES: STD. HAGER 4" x 4" LATGHSET: MFG. 5737. LEVER PASSAGE SET 5TD. WALL STOP (3) INT. POOR k3: 1 3/9" PRE -FINISHED SANTA. -F3 OAK HINGES: 5TD. HAGER 4" x 4" LOCKSET: MFG. 5TD. LEVER PRIVACY SET W/ OGGUPPIED INDICATOR (NO THRU-BOLT) STD. WALL 570P (4) EXT. DOORS, COLOR - /1552101 SILVERPOINT APPLIANCES APPLIANCE TYPE SIZE INSTA HOT EEMAX I'SP3512 (ELECT.) --- 2 RESTR.00M 1-EINO 1 CON50. LAVY. SINK STD. WALL HUNG LAVY 240 V. RECEPT. (TOP OF RIM 0 34" AFP) LIGHTING URINAL TUB/SHOW. N/A RESTROOMS N/A CEILING I N/A I NOTES: WINDOW SCHEDULE '65:th LOC.ITYPE SIZE FRAME GLASS OTHER 1 144.5. 2 I- 50 5' VINYL LOti E BRONZE GLASS 5/SCREEN DRAPES/BLINDS--STYLE N/A COLOR -- LOCATION -- NOTES: (0 MOUNT ALL WINDOWS at 5'-0" TO TOP (2) (ISA) ININDOI-1 TO BE SAFETY GLAZE -P PLUMBING HANDICAPPED DESIGN - 9 REQUIRED 0 NOT REQUIRED DRAIN LINE MTR. ABS SUPPLY LINE MTR. TYPE GU. FIXTURE TYPE VALVE WTR. CLOS. 'TD. 15" (14/C) ELONGATED (1.6 33/ C 31 R FEDSH7— TANK [MOTE I 2 RESTR.00M 1-EINO 1 CON50. LAVY. SINK STD. WALL HUNG LAVY 240 V. RECEPT. (TOP OF RIM 0 34" AFP) LIGHTING URINAL TUB/SHOW. N/A RESTROOMS N/A CEILING DRK. FTN. N/A SERV. SINK N/A N/A EXIT SIGN BUBBLER EMERGY LITS KIT. SINK N/A LOCATION NOTES: (I) LAVY FAUCET: MOEN 4546 LEVER HANDLE (2) PROVIDE R.H. FLUSH TANKS (3) SEE SHT. 412 ( FLOOR CONSTRUCTION WOOD JOISTS W/ NOM. 2X5 EACH 0 016"D O.C. RIM SPLICE AND BRIDGING W/ NOM. 2x5 LUMBER GRADE 112 OF/L SUBFLOORING MATERIAL 5/9" 7S6 DECKING UNDER SHEATHING MOBILE FLEX:K NOTES: INTERIOR WALL CONSTRUCTION FRAMING -LUMBER GRADE SPF STUD/ SPF STD s BTR PL PARTITION WALLS W7OM. 2x4 0 0 16" O.C. SHEAR WALLS W/ NOM. N/A 5 0 16" 0_C PLUMBING WALLS W/ NOM. 2x4 0 IB 24" O.C. SUBSHEATHING WA FINISHED FLOORING N1 LOCATION TYPE I. MFG. STYLE COLOR 1 OFFICES I/33" TILE I MANNING. I STD. 5TD (NOTE I) (NOTE 2) 2 RESTR.00M 1-EINO 1 CON50. KRAFT FACED & 240 V. RECEPT. 41 LIGHTING TYPE I FC (IOW) INC -AP. VVPHOTOGELL (DURA 0300) 5I 1 1 RESTROOMS FANLIGHT COMBO (6011 - 300CFM) 1 - NOTES: (U TILE COLOR: ✓:121 WARM BEIGE (2) LINO COLOR: COPVSOLEUM 111092 ROOF CONSTRUCTION W/1"HEEL (3011 LIVE LOAD) FRAMING W/ NOM. MFG. BOW TRUSS 0 016" ❑ 0.C. LONGITUDINAL BEAMS 2" x 10' RIP RAIL SUBSHEATHING 5/8" OSB (NOTE I) ROOFING MAT. (30 GA.) &ALV. STEEL CEILING MATERIAL 1/2" MODULE) EAVES-- ENDS N/A SIDES N/A GUTTERS & DOWNSPOUTS MINI -GUTTERS OVER DOORS ROOF VENTS 12" DIA. - 3 EA. NOTES: (U BLOCK EDGES 10'-O" 0 EACH END, FASTEN 3/5" 0533 YJ/(15ga) 1-3/4" N.G. STAPLES 0 5" 0/G - BUILDING PERIMETER 33 6" 0/G - PANEL EDGES 0 12" 0/C - PANEL FIELD ELECTRICAL TOTAL LOAD 120/240v 100 AMP I PHASE-M.O. !OC AMP PANEL: EXT. SURFACE MT. BREAKERS: SNAP ON TYPE SERVICE ©UNDERGROUND 0 OVERHEAD WIRING [i COPPER NONMETALLIC SHEATHED CAOLE 000PPER THHN WIRE IN 0 FLEX 0 EMT COND. n rnnln. ��r rnol c RECEPTS TYPE 1 AFF @ GFI STD. DUPLEX -GROUNDED [15" STD. DUPLEX -GROUNDED 1 -- WP r WEATHER-PROOF DUPLEX -GROUNDED KRAFT FACED & 240 V. RECEPT. 1.0" LIGHTING TYPE I FC (IOW) INC -AP. VVPHOTOGELL (DURA 0300) EXT. DOORS RESTROOMS FANLIGHT COMBO (6011 - 300CFM) 1 - CEILING 4572 TUBE/FLUOR./DIFF./SURFACE MT. I ✓'O (LITHONIA 3453240A) 3411 LAMPS EXIT SIGN N/A EMERGY LITS N/A FANS LOCATION TYPE CFM (D RESTROOM VENTLINE =V-2244 CEILING MT. 100 (FAN/LITE COMBO) SMOKE DETECTORS --TYPE N/A NOTES: (I) PHONE ROUGH -IN ONLY: PROVIDE J-5025 5/1/2" CONDUIT TO BELOW FLOOR ONLY 1,1/STD. COVER PLATE (2) WIRING TO BE iN ROMEX (3) PROVIDE HEAT TAPE OUTLET UNDER RESTROOM (4) SERVICE TO BE UNDERGP_OUN7 (5) SEE SHT. 342 FOR ADDITIONAL INFORMATION FURNISHINGS TYPE COLOR r71 DESCRIPTION DESK TOP N/A SHELVING NIA PLAN TABLE' I N/A FILE CAB,1 N/A RODTSHELF I I N!A PLAN RACK( 1 N/A --COUNTERS-1 BASE CABS( •OVERH-U-DS1 IJ/A N/A N/A R/R ACCFSS [TYPE SIZE GRAB BARS 5/5) 36" s 42" (I SET) 125" MIRRORS T.P. HOLDER 51-12. 33 LAVY G 333" AFF 15x:4, SINGLE ROLL 0 14" AFF N/A URINAL SCRN N/A TOWEL DISP. N/A NOTES: MISCELLANEOUS (1) IDAHO. INASH.(GOLD), OREGON(GOLD) TAGS SUBMITTALS BEING USED 0 YES ® NO MOULDINGS WALLS BATTEN AS REG. 70 MATCH PANELING CEIUNG MODULEX SPLINES STD. BASE 11/4" PREFINISHED HOOD RESTRM BASE 6" VINYL BASE 1^/TOE (NOTE U DOORS STD. 5000 WINDOWS STANDARD NOTES: (I) VINYL 13A5E COLOR: MERGER n205 GREY INSULATION LOCATION R -VALUE THICKNESS MATERIAL FLOOR R-11 6.0" KRAFT FACED CEILING R-22 1.0" UNFAGED/VISOUE-EN EXT. WALLS R-11 NIA 35" KRAFT FACED INT. WALLS NOTES: HEATING AND A/C (BARD 13INH301-AI0) TYPE ELECTRIC ENDWALL MOUNT HEAT PUMP RATING -HEATING 25.000 BTUH 10 KW 1345 CFM EACH COOLING 30.000 BTUH 25 TON 0 .00 CESP THERMOSTAT-TYPEINHITE ROGERS 19403-034 PROGRAMABLE T -STAT O 48" AFF DUCTING SUPPLY RETURN LOCATION SIZE MATERIAL REG. SIZE CEILING 20 "x 1" FIBERGLASS 10"x 10" 0 UNIT 30" x Ib" NOTES: (I) 14" x 14" 3./A GRILLE Cv FRONT OFFICE OFFICE (HCRR 53l 0 na 0 Y! DESIGN MASTER DEALER STOCK. - MIKE O'BRIEN M M cnM N a 0 AUGUST 20, 1098 51 0 O IW In J N DRAWN BY: r m 12/11/2008 10:07:43 AM, kdaniefs All wire to be ran in wall and through ceiling. Enunciator will be mounted at 60". All manual pull stations will be mounted at 48". All interior horn/strobes will be mounted no less than 80" to the bottom of the device. 1-11 con Cl N + rCD E C/) (P 0 0 P0 j N e -t - Coo N ®• p CZ cp CD N CCI C!a O ® System Sensor 2 wire photoelectric smoke detector BK 2WB SpectrAlert Outdoor Horn Strobe P2RK }1S'quo acio.ns pajymads v 2IZd °cons UIoH PaTValoads U Q Honeywell 6160CR LCD Enunciator Honeywell Vista 32 Fire Panel 'DATE REVISIONS e 1'`e` 1' icr eeV d,.eck+n" -arit�� o� s• 5 3 4 1110 d3 Oktt II -43./4" - -1 3/4" I4'-0" H/5 48:"x59" 46,51/J O t 4343-44 II/2" 13'.•:36"1,..7370P / 5 35- AFF\ MT. LAV;' 2= 34" FFP- TO RINI NSTA-HOT tVNIS�i��0 �b H/5 465459'• SAFETY GLAZED U1 36=4 I/2' H/5 4b"x35" r6,1 3/4 I4'-3 3/4" 17/5 47-"x39" (5'-4 3/4. 3/4" O'-(-- REEF. 36" GRAB 3/13-- 1tI_ RE TR.OM LINO; RI{PLL :_--- Y 13 a 1 GRAS BAR, • 4T'-3 UX 31'-7 I/7. H/5 45"x3?" OFF GE; TILE Vis OPP(r,E TILE./ 14':44' R/.A Cl1414-LF 5 6" 0013 1 5130 O CEILING 34'-1 3111 0 17/5 43"4.55" 4• FLOOR FLAW-' SCALE O" Cl^15 C� 1406 IT rte+' TO TOP PINT OUT EL`" UNDER FLOOR H/4 4v' kik COA/240V 51NGLE PHASE POWER PANEL f -I0 314" in P TT4 IN5TA-HOT 7 I6"x8" 5/A DUCT FIEERGLA55 4 4 20"x5" 5/A DUCT FIBERGLASS 111 PROVIDE' 4' GA.-E37-NDI17G STRAP 55014 FRAME TO :8005 • • 11/2" 0021JU11 I^U' (3) 113 THHN 01). (17-:6 THM•I GU GR7JND TO MAIN PANEL ' S"<<i't` O 1 LINE PANEL DIAGRAM NT5 ELEVATION AFFO/, (•OR 7(3-7550/931/35 PEFEREHGE 0171.7 E519-0D IAR N W E /10 0055E5 14(RE GR011N0 TO 1-3EAM 2 !/2 TON/ I0i:1N 10"x10' 5/A DIFF TYP OF b SO"xSG-" R'A G-RILLE DED. 5 SIGN OUTLET LEGEND & NOTES * P® PHOTOCELL ELEGTRI GAL HVAC PLAN SCALE l/4"=I•-0" I >> 4 - 2 TUBE SURFACE MT. FLO'JRESGENT DIFFUSED (LITHONIA b582404) 34:1 LAMPS (DURAL 1000. E.T. LITE W/PHOTOGELL STD. SINGLE POLE SWITCH @ 48" AFF 3 -WAY SWITCH O 49" AFF DUPLEX REGEPT. 0 15" AFF UNLESS NOTED OTHERWISE WEATHER 55005 DUPLEX REGEPT. GOMEITIATION CEILING FAN PI/DAMPER VENTED THP -U ROOF 4 INGADESCENT LIGHT 14/ (1)30 WATT EU -5 WALL NT. T-STAT(48" AFF)WHITE ROGERS x9403-034 PROGRAMABLE/1 DAY W/ AUTO SETBACK PHONE ROUGH -IN ONLY: 450 BOX 51/1/2" CONDUIT STUB BELOW FLOOR 5//16 COVER PLATE 3 15" A.F.F. 100A 240V 10 MAIN BREAKER POWER PANEL 105410" SERVICE AIR DIFFUSER/CEILING (W/ ADJ. 4 -WAY) DED. 5 SIGN OUTLET RVAC SYSTEM NOTE: 10 AIR SUPPLY DIFFUSERS SHALL 5E PROVIDED WITH DAMPERS PER 515EG 1412.1 NOTE5, ALL GYA5TE MAN•/FOLD/NG TO 55 PROV/GED AS 51-1/P L 005 INSTALLED ON 515E BY OT H'=r2S. WASTE MANIFOLD — — —" — GOLP /NATER L/NES NOT 1/'A TER L/NE5 TOTAL SERV/GE F/XT(53E t<N1T5: 7 UN/55 CO to 45 P51 I GO' Ot v3/ped hsncg-th) TOTAL GRAIN FIXTURE L/M55. /6 UN1T5 (Sizing per To12/e 7-5 cr 97 UPC) COLD LAVY � MSTA-F:O"f i y SERVICE WATER N.T.S. COLD WATER HOT WATER VOLTAEE 120/740 E2135IO6 LOCATION PHA,= I WIRE 4 100 AMP MAIN BREAKER POWER PANEL E175 AMPS 100 AMP MB. 7-1051/11/6 5UPFAGE MT. DESCRIPTION 1: 05 WATTS WIRE 51ZE BREAKER 073GT No, 5.56 GONNEGTI06 GIRGT 1/p• BREAKER W IRE SIZE WATTS 1/ OF OE,GPJSTIOi 1 A 8 POLE AMP AMP POLE A 3 VFATPU45 1 5,000 4-4-8 50 2 1 --- -- 2 1 20 12-2 E20 1 LIGHTIii3 4 1 20 12-2 1.060 5 RECEI-TS FiEATPIIMP 5,0'00 4-4-6 80 2 3 6 I 20 12-2 1060 4 REG_=P35 51C-77 REG. 1 6200 12-2 20 I 5 3 IFISTA-HOT 3500 6-2 40 1 10 9 12 11 14 13 16 15 18 11 20 19 TOTALS 6,200 0700 1.900 15,2 TOTALS KATTS, BUS A = 6.100 EUS B = 9550 TOTAL = 11,680 WATTS 4 (L.G1. X 2554. = 2007 15,114 WATTS 4 240 VOLTS = 16 A14155 (FANS 4 MOTOr"'S. ^ 2991 HOT LAVY 1/2" ,-.):.F.<„,..7.--1/2" dr— 12 I/2" 1 3/4' SERVICE INLET NV 3/4' SERVICE GATE VALVE :PAO (Z) MktkiaL FU ZE_ z : 1,M) S E -P ir WttTekBr 4k.\4:0 (5r It/2. FPL ; t li k 3 ow O0 VO ,.0 Z�z�Lam 5/9/ �WUUrQ U'O K�UGH ZUf o¢3a¢a Z m 0 rn rn N N 0 Q 8) 1 5- N m 7_ 0 1 O s 12111/20081 ACCE TED Q Without.Comments Ef As Noted in Red D • Per The Attached Letter These plans have': rf) reviewed by The Tukwila Fire prevention i3t:rer'.' tcff cc^iforranCe with current City standards. Acco.;: ;_ ,:.:- i 5uv)ect to errors and omissions whici- authorize violations of adopted standards and =)s.s:' .;..:.=3. The responsibility for the adequacy of de:: g; i. +tally with the designer. Additions, deletio! s CT visions to these drawings after this date will void tnis acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: W's)- O -0 °l By: NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. - Ceti ',k,�•;c k.�,� deka_ 41D have ids 6u,&.. address lzo n e+ abAdl b -e. ,o;�•�• ad►dress�►�te 44 CeNk-w,.l 5 \ ger- . - ?rovto-c vhAcr-Floor SQgcc GLG"�e 4-o . Vr.�eSS NFPf} 7�- SeG. S•S}.L5 0,p,1ics 1.A -cot a L.regker 1-4„ 1 k ckn 1, o%, FA dpd;ta.44 6;<ct C k r /�'ot� r -hs ll �!K ()Ark-. K '.l get a�- h G eK- w�- • tumartA FIRE teEriktiftlizon Please call: 575.4407 and give this job No.Qc1-F-I and exact address for shut*.. gown or restoration aooroval 4 D C B A \ \ 7 \ \ \ \ \ 7 3 7 4 r 5 r 7 7 s .0' \ 32 SOUND TRANSIT GUIDEWAY EASEMENT 1 2 1 3 4 / / / / 0 40 80 1 5 1 7 7 8 7 SHEET KEYNOTES 9 1. 858' SHED. 2. 12 X 53' MODULAR OFFICE WITH ADA RAMP. 3. 30,000 GALLON (WATER CAPACITY) PROPANE STORAGE TANK WITH VEHICLE PROTECTION PURSUANT TO NFPA 58. 4. DELIVE TRUCK PARKING STALL. XFIR NT. GA D INGRESS/EGRESS LOCATION. 7. PARKING, 3 FULL SIZE, INCLUDING ONE ADA SPACE. 8. 1,150 (WATER CAPACITY) GALLON TANK TO SUPPLY VEHICLE REFUELING DISPENSERS. 9. FENCE. 10. 40' SLIDING VEHICLE GATE. 11. PEDESTRIAN GATE. 12. FIRE DETECTOR. 13. RAILWAY SUPPORT WITH SIGNS READING "NO PROPANE TRUCK PARKING". 14. NOT USED. 15. AQA ACCESSIBLE ROUTE. 16. ZONING SET BACK. 17. 2 -DISPENSER ISLAND FOR PUBLIC REFUELING OF VEHICLES. THE DISPENSERS ARE COVERED BY A PREFABRICATED 2 -POLE CANOPY (24'x26'). 18. INFORMATIONAL KIOSK. 19. NOT USED. 20. 20'x30' BUILDING. 21. FIRE MONITOR WITH 4" CONCRETE FILLED STEEL BOLLARDS. 22. 6 -INCH WIDE YELLOW REFLECTIVE STRIPING ALONG THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSIT GUIDEWAY EASEMENT (REC NO. 20061019001881). 23. 6 -INCH WIDE YELLOW REFLECTIVE LETTERING THAT READS "NO PROPANE TRUCK PARKING". PAID AUG 19 2013 TUKWILA FIRE ems $it- 8 A g .4 ---"4111!,,,__ROJEGT ELNERY GROUP. u.c PDGrouplIc.com DATE SIGNED: t(J1 Z BLUE STAR GAS 10802 E. MARGINAL WAY TUKWILA, WA REVISIONS NO. DESCRI'TION DP.TE BY PROJECT NO: 10014 HORIZ DATUM: VERT DATUM: 1-1OR1Z SCALE: AS SHOAM VERT SCALE: AS 5 l0W J DESIGN: KW DRAWN: CFS CHECKED: TM APPROVED: SHEET TITLE SITE PLAN 10802 MARGINAL WAY TUKWILA, WA C- I .01 SLEET I OF I ACCEPTED p Vit .out Comments gAs Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibiiity for the adequacy of design rests totally vAt: the designer. Additions, deletion=s or revisions to these drawings after this date will void anis acceptance and will require a resubmittal of revised orawin;is for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: - 3 - 1 ' By: i i.RE L') PARTi'MENT r- € se X14 206-575-4A-07 and givei:s Fire Permit No. and ex^ct adc rens for shut down or restoraUon approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certifi to must be presented 6. to ns rior to n,me iritpce .1 esting of an Fire and Detection Syste Failure4)f test will result a Re -inspection Fee and d '�`i tion of the tectino