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PP - 4220 S 164TH ST - MCMICKEN COURT BUILDING - PERMITS AND PLANS
4220 S 164TH ST ASSOCIATED PERMITS 13-S-196 13-F-293 D12-384 27840 SITE LOCATION Site Address: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** L09 --g 5r MICMILd Date application accepted: pAID *]02013 TUKWILA FIRE King Co. Assessor's Tax No.: Suite Number: Floor: 'S Tenant Name: e Q L'5 C 5 l6, , New Tenant? Z- Yes ❑ - No Property Owner's Name: M4/% P r%iI'I 7 ��j, r�i/ / AL-siefr Mailing Address: 1 f79D q� iv/C, �� r'P�f4//C/ Oe. /" City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 4-4/gra Company Name: Mailing Address: v C 66iC c, cif 4/44-4i-1,46 c Day Telephone: 25-3 -732--57,1 %2--C4 R) ei4SC�l6-'{lel v City !�5 State Zip E-mail Address: �Q2f'Y1 tr! wl Fax Number: Z � ^ �� Total number of new/relocated devices or sprinkler heads: IJaluation of Project (contractor's bid price): $ 51-r° 3 Scope of Wojt(please provide detailed information): ^j%Z� . /-S S 5/ /94,- Ivr ', �,, moi' .-17 , c �. tc / - AM/ e,uic ‘,3" (-��l�r/M ERMIT 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 Signature: - n J Print Name: /C e < C 6 _ 4-(2 / c) THORIZED NT: Plan Permit App.doc reSd0h44.1-- k4P iromit Dater 7 *21 t3 Day Telephone: 2 `7 2 c57 7 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Date application accepted: King Co. Assessor's Tax No.:5 37 134). °678 Site Address: 'Mal S. 14414 .9. . 7kw, 14 jI /f Suite Number: Floor: /- 6 D xkoce V v $ Tenant Name: Property Owner's Name: 2/' A /4 94dD Mailing Address: '/4 3 oZ Nt '9/4 $1'i r- 11%A 81115 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Rob /LS h,✓ Day Telephone: 1425 — 029cT -900O New Tenant? 2 Yes ❑ - No Company Name: fire Pia ird•Aia /A%C . Mailing Address: /73D C>ibsDAI /i041 ROW ilierell W4 9faelc E-mail Address: /�ObQ {p,. Se.cs�L/� �61/tiCity State Zip •Fax Number: %o75 - -353 VSY(P Total number of. ►e elocated sprinkler heads: .a► Valuation of Project (contractor's bid price): $ 7,SOO - 00 Scope of Work (please provide detailed information): Fart Al4-ro, 5yste.w.. rausimi, 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 A ORIZED A NT: Signature: Date: /1/17)) Print Name: TO 0 eti4//i Day Telephone: 4/2f7— 790 -?t, O a Plan Permit App.doc 112/13 TFD FP Form 8 M Al T. TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tulcfdprv@ci.tukwila.wa.us CONTR-4CTORS MATERIAL AND TEST CERTXFICI LTE FM ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of tes t will result in termination of the testing and additional fees will be assessed. Contractor is res ponsible for supplying manpower for Final Acceptance Test with two-way communicatii.ns. Date 7-10 ��l{ Permit # oZ7 g�c Property Address .y2.2 2 S. i1,tI ,qT" Suite I City Tukwila Zip Code 98/ sto Name of Facility //4„ e./ "I%rec/ Ws- S Occupied as fkt-c , L(s� Owner or Representative Phone # Installing Company Fi'e /919/ecliv7 2.1 c. Installing Contractor's Address /730 0 /4,50, ? City F+^cer,Phone # /- 800 - tP8/- //2,.f` Installer's Name (PRINT) S I.Nc,...; A 01 4Ai\ License and/or Certificate Scf -b--1 `J . General Contractor Electrical Contractor 62-r FACP Equipment Manufacturer -.C;Ieet f kn.se9LLf Model # L.770 This system has been installed, pre -tested and operates in accordance with the standards Listed below and was inspected by jerwaxi On (date) 710 -Ili and includes the devices listed on back. Circ)e all that apply: NFPA 72, Cha to +� :D I/ Chapte qi 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 UL Central Station SIGNED System Firm are: Installed version /3. Initial progr Installation Revisions and easons 19JcPrvC System is monitored by r l Date % oZ 4 -'/ y Checksum ¥ Date 7 /D" / Y Date % 'Alf /G% Programmed by_ Xe.C„, 4,3 TO 2Jdd 3�I I.�-7�IMJif11 GL'hfiC / COn7 77-70 —IV nr ,TT ■ EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices of3 of 11 ofr? Auto Door Release of Trouble Indictors J_ of t Batteries Readings Battery nk�c bcoc Generator; of— HVAC Controls 1 of Fire Alarm Dialer \ of l Monitored by FP( Annunciator — of Make/Model 5 5e0c,e8 Make/Model 4 to Make/Modcl ; Ce.•v't' U. Ar Make/Model Make/Model Make/Model S y s-4e.A5 So2Ms9 r Make/Model . Make/Model 5pierti 5A -"S $ o f Make/Model �� Make/Model t rte. Full Load 24 « 3S 2L{ • 52( Make/Model Charge 2 7. a Make/Model Make/Modelu�- Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of 1 Make/Model ?CSt"e-{ Make/Model t. ll -k Valve Tamper Sw. of, PIV % of \ Elec. Alarm B l 1 of 1 Make/Model - n S -a -w o= Automatic time Delay of Water Flow Alarm seconds. None Installed 'r Malce/Model 4j" Do yo Yes V No eet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Test of alarm System on emergency power, satisfactory? Yes / No _ Test Witnessed by Joe. Pyo, 772 Title qZc,1a 1n Comments: Dite %"I° . ,eddies\Contractors Material & Test Certificate Revised: 10/28/04 g1T4-r 1Tm'n1 TF'D FP Form #110 GC1111CICQQ7 MC'7T r.nn7 iTT lf.n FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: McMicken Court '4220 S 164th St Permit No.: 13-S-196 Date: September 3, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Provide sprinkler protection beneath all stairs per NFPA 13, 8.15.3. • Provide freeze protection for attic sprinkler heads/piping. • Comply with NFPA 13 obstruction tables. • Each floor of a multi -story building shall have sectional control valves. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating valve (PIV) is required. • The PIV height shall be 36 inches. • PIV shall have the building number served by the PIV stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • The underground fire line installation requires a separate Public Works Permit. • All new underground piping shall be hydrostatically tested and inspected. Contact Dave Stuckle, Public Works Inspector, at 206-433-0179 to make an appointment. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems shall be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • All interior control valves shall be readily accessible, labeled, and located not more than 6 ft. above the floor. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b11,—R3l PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: MC `cif' c Imo—. X,..�l,�.y¢-o1 Type of Inspection: Address: ` Suite #: 22-0 Hood & Duct: Contact Person: S . \ b q'' ST - Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. 1.47[ Corrections required prior to approval. COMMENTS: 41;4) ,Z•��Z c ?i/C7pS/ "tPP.rc,.,c,oq ScA- , SPn.,...• Ae,. 'PI Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � Date: - / Hrs.: ( v / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:k c k Sprinklers: Type of I ionV: 4 l/�r/ Address: �7 Suite #: Z ?� �t _5'/ G 7 y'T Contact rson: .--#4171/ Permits: Special Instructions: 2-240( e Phone No.: 06) 33,' - /5-2 " 1,6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 2-240( e 13 Y-- , z- �0 .s...._____4pfre) z c %@ t 3-t s ts-.,, i‘14. �t o J r ot to ©K,e!.,/(2_ 2 j 3g° Fibor- O K l r -- y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .r�.�3 Date:2/237'J y Hrs.: f. ZS I $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 mit POS1 EL. \ 19kP 1)11---3 13-F-- 2-/ 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: c kte14_, Ct Type of Inspection: ----;--v,i0 Address:„Ak Suite #: La0 S . tlpk-k Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 9°/) ttiY\tr Sisa---.- c—► ,\A ( Ns Hood & Duct: Monitor: -- vt,c„W •)-- PrA) Niel 1-La_oeJ n /V N E Zikos A eUe sk Permits: To \ 4 crvk 't r,i, tad t — u'> % A- 1 N ?- SR- (/_' `e -co, WJ ..q. 1 �' 0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / SZ) Date: -7 jZ y/j y Hrs.: /.. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip. Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with rmit / co i; bi2-3j !3-5 — 191 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/�/ COzT , �-_vt. _I Type o Inspection: 57rn Address:,�/�, D--z. ai Oe i ^'o/�vre�w 6?-i4e/4/ Contact Person: Z7 $ Suite #: L ' - f Y' -' ,H-,5 Special Instructions: , Phone No.: Approved per applicable codes. YCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: D--z. ai Oe i ^'o/�vre�w 6?-i4e/4/ Zia Pre -Fire: &i74 /ietcl 4 tiD o. ,H-,5 s7. , /Uez- h /4Q fpz til" /CP /AAA / sr- /dal � sw botA g>»rr bill Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /3-5- >9G PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Afitc,4______Attv ace Type of pection: Address: ,, #: IGS 5 lG`< W"- rSpecSuite Contact erson• ial Instructions: Special Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 4eico 65 6 5T- 4-7i _ ((sr0 (---1 00 (-) Pre -Fire: Permits: Occupancy Type: Ole ---f-45 Cv ✓a FAEL N w 4 APPA 5,0,-,4•-t- Ar ro ✓a.dt s, .1 ffl •Att -t / •-t ( -J.e ..-- , . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector /, S - Date: y/j%/orf Hrs.: l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip; Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 15-s- tib PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ' A , ciki‘` c.v.. Type f Inspection: `fj,r_...... - v.ivdi Address: Suite #: VZZo S. i (2(-11/1 ' 'Sr` Cont ct Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval, COMMENTS: If..epoot Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors 'qyu ?, Date: -,A.m y Hrs.: 2 $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 FIRE PROTECTION, INC. PO 1101112642 MILL CREEK, WA 98082 [4251 290-9600 OR 1-800-681-1125 FAX 14251353-4546 November 12, 2013 City of Tukwila - PLAN REVIEW RE; FIRE ALARM SYSTEM Please find enclosed plans for FIRE ALARM SYSTEM. The system has been designed per NFPA 72, 2010 edition requirements as well as WAC, IBC, IFC 2009, NEC current and your additional requirements. The building is fully -sprinkled. The system shall monitor by zone activation as well as separate trouble signals. Monitoring shall be provided via UL listed Central Station, The Alarm Center LACEY, WA. Audibility shall be in compliance with NFPA standards with a outdoor horn/strobe located on the outside of the building for easy building location. Interior DB shall be 75 DB minimum throughout. A full service and monitoring agreement is in force for the proper service and maintenance per NFPA requirements. A full pre-test and NFPA form shall be conducted and completed prior to calling the AHJ for acceptance testing. INSTALLATION COMPANY Fire Protection, Inc. 1730 Gibson Rd. Everett, WA 98204 WSCL# FIREPI*021ML UL CERT #608242-002 JOB SITE ADDRESS Hamad Mixed -Use Building 4228 S. 164'' Street Tukwila, WA. MONITORING COMPANY Fire Protection Inc CONTRACTUAL RESPONSIBLE PARTIES Installation; Monitoring; Service; Testing; Fire Protection, Inc. AMBIENT TEMPERATURES No area with alarm service equipment shall fall below 40 degrees, common areas shall be at 68 degrees per builder AMBIENT NOISE RANGE All areas serviced by the Fire Alarm Control and notification system will be as listed for per UBC listings, per builder. SEQUENCE OF OPERATIONS All Alarm and Trouble conditions shall enunciate at FACP as well as remote notify UL listed Central Station. Zones of alarm shall cause for all notification circuits to activate, send alarm zone to CS, re -dispatch to Fire and dispatch FPI runner service. Trouble and supervisory signals shall transmit to CS which will dispatch FPI runner service to site, (no notification circuits shall activate.) On site emergency contact personnel shall be notified. Wet Waterflow ALARMS shall be retarded by a period of not more than 45 seconds. Low air shall activate at 251bs, causing for a supervisory signal. A short on FACP smoke, Waterflow Switches, (wet and dry) and pull station shall cause alarm. Shorts on PIV, tamper and Hi -low air zones shall cause a Supervisory condition. Opens on any zones shall cause for a trouble signal. Should you have any further questions, please feel free to contact me directly. Robert Vaughn Project Manager **NICET-3 #115522**SFD #SCPV-04243 CITY OF REDMOND DESIGNER OF RECORD #10-B-113 amp , Fire Protection Inc. 1730 Gibson Road Everett, WA 98204 425-290-9600 Fax 425-353-4546 November 25, 2013 To: City of Tukwila Attn: Al Metzler Re: Hamad Mixed -Use 4228 S. 164th Street Tukwila, WA. Enclosed you will find 3 copies of the revised fire alarm design and submittals of the above listed property for your review. Below is a list of revises to the plans: 1. We have added smoke detection to all areas of the 1st floor. 2. All the residential units have been provide with audio/visual coverage. 3. Battery calculations have been updated. 4. The Spec sheet for the added power supply is also attached. Please call me if you have any questions. cc: file CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Part A: To be completed by applicant Site Address: 4228 S 164th Street (attach map and legal description showing hydrant location and sire of mai*. Owner Information: Agent/Contact Person:: Owner Name: 'Khali D Amon & Sharify Nasratullah Owner Address: 19790 40 AV S., Seattle. WA 98188 Owner Phone: Agent/Contact: Ian Hamad Agent Address: 4632 NE 89th St., Seattle, WA 98115 Contact Phone: 206-331-1524 This certificate is for the purposes of: Commercial Office ▪ BUILDING PERMIT 1 PRELIMINARY PLAT SHORT SUBDIVISION ® COMMERCIAL INDUSTRIAL 10 REZONE ❑ OTHER r� Estimated number of service connection and water meter size(s): One 4" DDCVA Fire Connection & One 1" Domestic meter Vehicular distance from nearest hydrant to the closest point of structure is 5'+- - see attached map for hydrant locations Area is served by (Water Utility District:) HIGI41 INE WATER DISTRICT Owner/Agent Signature [PART B: To Be completed by water utility district Date 1. The proposed project is within TUKWILA /King 2. gia No improvements required. (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Districr crews wnn Twill corm- to the existing water main and install one 1" domestic water service and one 4" service line to the property line to accommodate the owner installation of a 4" DDCVA fire device and vault. Owner will provide en easement for the 4" water line installed on (private property up to the vault. Owner will also provide a Right -of -Entry agreement to allow HWD personnel access to maintain the bypass !meter installed on the fire device. Six attached Statement of Charges for fees due prior to service connections. --- -- — — --_______ —...-- — ------ ---- —J 4. Bascd upon the improvements listed above, water can be provided will be available at the site with a flow of_ 2186.88 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not Intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer Is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. ( 5. Water Availability: Acceptable service can be provided to this project U Acceptable service cannot be provided to this project unless the improvements in item B-3 are met. L System is not capable of providing service to this project 1 hereby certify that the above information is true and correct, . • ed on the best available information. HIGHLINE WATER DISTRICT_ 1206_524-0375 _ Ageney/Phone JEREMY DEL AR DIS -NFT EN[NEER • el 3/15/2012 — Date Test Report for 4220 S. 164th Stl( hydrant #H2136 ID(psi) Pressure Fire -Flow Demand (psi) (9Pm) L1 10011 43.13 1,500.00 Date: Thursday, March 15, 2012, Time: 11:41:56, Page 1 Residual Pressure (psi) 33.09 Available Flow at Hydrant (9Pm) 2,186.88 Critical Pipe ID 1001 Critical Pipe Veloc� (ft/s) 8.00 do.=to 61 CASCADE ALARM INC. P 0 BOX 7459 KENT,WA 98032 HYDRAULIC CALCULATIONS FOR MIX USE 4228 S 164th St. TUKWILA, WA. 3rd FLOOR RESIDENTAL DATE: NOV 20, 2013 -DESIGN DATA - OCCUPANCY CLASSIFICATION: 13R DENSITY: NA gpm/sq. ft. AREA OF APPLICATION: NA sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 53.3 gpm TOTAL WATER REQUIRED (including hose): 153.4 gpm FLOW AND PRESSURE (@ CITY): 153.4 gpm @ 26.6 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: CASCADE ALARM (FIRE PROTECTION DIVISION) DESIGN/LAYOUT BY: PETE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: CASCAAL962RW CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16031162 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/20/2013 I:\MIX USE\MIX USE 3RD FLR.SDF JOB TITLE: Mix Use 3rd Flr Res LEGEND Av42.83 Re26A.B. System Demand Curve 1 2 Static: 43.00 psi Resid: 20.00 psi Flow: 2186.0 gpm r 3000 2700 - 2400 2100 FLOW (GP 1800 1500 1200 900 600 60.0 50.0 40.0 30.0 20.0 10.0 0.0 -14.7 GAUGE PRESSURE ( p s i) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/20/2013 I:\MIX USE\MIX USE 3RD FLR.SDF JOB TITLE: Mix Use 3rd Flr Res NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 43.0 20.0 2186.0 42.8 153.4 26.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 153.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 53.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) CITY 0.0 SOURCE 26.6 53.4 1 28.0 - - - - 7.0 - - - 1A 27.5 K= 4.90 7.0 13.0 2 28.0 - - - - 7.7 - - - 2A 27.5 K= 4.90 7.7 13.6 3 28.0 - - - - 7.0 - - - 3A 27.5 K= 4.90 7.1 13.0 4 28.0 - - - - 7.7 - - - 4A 27.5 K= 4.90 7.8 13.7 A 28.0 - - - - 9.2 - - - B 28.0 9.3 C 28.0 10.0 D 9.0 19.2 E 9.0 19.3 F 9.0 19.4 G 9.0 19.5 TOR 9.0 19.5 FDC 5.0 21.3 UG 1.0 23.0 BF1 0.0 23.5 BF2 0.0 26.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/20/2013 I:\MIX USE\MIX USE 3RD FLR.SDF JOB TITLE: Mix Use 3rd Flr Res NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 13.0 Disch 1 28.0 7.0 0.0 lA 27.5 7.0 13.0 Pipe: 2 4.90 13.6 Disch 2 28.0 7.7 0.0 2A 27.5 7.7 13.6 Pipe: 3 4.90 13.0 Disch 3 28.0 7.0 0.0 3A 27.5 7.1 13.0 Pipe: 4 4.90 13.7 Disch 4 28.0 7.7 0.0 4A 27.5 7.8 13.7 1.000 E: 2.0 1.049 1.000 E: 2.0 1.049 1.000 E: 2.0 1.049 1.000 E: 2.0 1.049 0.50 120 2.00 2.50 0.059 0.50 120 2.00 2.50 0.064 0.50 120 2.00 2.50 0.059 0.50 120 2.00 2.50 0.064 0.1 0.2 0.1 0.1 0.2 0.2 0.1 0.2 0.1 0.1 0.2 0.2 Pipe: 5 0.0 0.0 12.00 120 0.7 2 28.0 7.7 13.0 lA 1.000 0.00 0.0 1 28.0 7.0 13.0 1.049 12.00 0.059 0.7 Pipe: 6 0.0 13.0 1 A 28.0 9.2 13.6 2A 2 28.0 7.7 26.6 1.250 E: 3.0 1.380 23.67 120 3.00 26.67 0.058 1.5 0.0 1.5 Pipe: 7 0.0 0.0 12.00 120 0.7 4 28.0 7.7 13.0 3A 1.000 0.00 0.0 3 28.0 7.0 13.0 1.049 12.00 0.059 0.7 Pipe: 8 0.0 13.0 3 B 28.0 9.3 13.7 4A 4 28.0 7.7 26.7 1.250 E: 3.0 1.380 23.67 120 3.00 26.67 0.058 1.6 0.0 1.6 Pipe: 9 0.0 0.0 15.00 120 0.1 B 28.0 9.3 26.6 2 2.000 0.00 0.0 A 28.0 9.2 26.6 2.365 15.00 0.004 0.1 Pipe: 10 0.0 26.6 A C 28.0 10.0 26.7 4 B 28.0 9.3 53.3 2.000 T:19.3 2.365 26.58 120 19.27 45.85 0.015 0.7 0.0 0.7 Pipe: 11 0.0 0.0 ETLB 19.00 120 9.2 D 9.0 19.2 53.3 B 2.000 46.24 -8.2 C 28.0 10.0 53.3 2.365 65.24 0.015 1.0 Pipe: 12 0.0 0.0 E 9.0 19.3 53.3 C D 9.0 19.2 53.3 3.000 T:21.8 3.314 3.67 120 21.84 25.51 0.003 0.1 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/20/2013 I:\MIX USE\MIX USE 3RD FLR.SDF JOB TITLE: Mix Use 3rd Flr Res Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 F 9.0 19.4 53.3 D E 9.0 19.3 53.3 Pipe: 14 0.0 0.0 G 9.0 19.5 53.3 E F 9.0 19.4 53.3 Pipe: 15 0.0 0.0 TOR 9.0 19.5 53.3 F G 9.0 19.5 53.3 3.000 T:21.8 3.314 3.000 E:10.2 3.314 3.000 E:10.2 3.314 19.67 120 0.1 21.84 0.0 41.51 0.003 0.1 14.00 120 0.1 10.19 0.0 24.19 0.003 0.1 3.00 120 0.0 10.19 0.0 13.19 0.003 0.0 Pipe: 15A 0.0 0.0 4.00 120 1.7 FDC 5.0 21.3 53.3 G 3.000 0.00 -1.7 TOR 9.0 19.5 53.3 3.314 4.00 0.003 0.0 Pipe: 16 0.0 0.0 4.00 120 1.8 UG 1.0 23.0 53.3 TOR 4.000 B:16.7 16.72 -1.7 FDC 5.0 21.3 53.3 4.310 20.72 0.001 0.0 Pipe: 17 0.0 0.0 50.00 140 0.5 BF1 0.0 23.5 53.3 FDC D4.000 L: 8.7 8.70 -0.4 UG 1.0 23.0 53.3 4.095 58.70 0.001 0.0 Pipe: 18 0.0 Fixed Pressure Loss Device BF2 0.0 26.5 53.3 UG 3.0 psi, 53.3 gpm BF1 0.0 23.5 53.3 Pipe: 19 Source 0.0 50.00 140 0.1 CITY 0.0 26.6 53.4 BF1 D4.000 T:28.9 31.80 0.0 BF2 0.0 26.5 53.4 4.095 G: 2.9 81.80 0.001 0.1 NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 16031162 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.190 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.7 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/20/2013 I:\MIX USE\MIX USE 3RD FLR.SDF JOB TITLE: Mix Use 3rd Flr Res (5) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: * MATERIAL: S40 HWC: 120 DiaLeter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.365 9.63 19.27 5.78 21.20 11.56 1.93 19.27 19.27 19.27 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 PAGE: A MATERIAL: SCH.40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 1lgEll Couplg FM90E1 FM45E1 FMTee FMRunT 1.049 2.00 5.00 2.00 5.00 0.00 0.00 0.00 0.00 1.00 0.50 0.30 1.00 6.00 5.00 9.00 0.00 1.380 3.00 6.00 2.00 7.00 0.00 0.00 0.00 0.00 1.50 0.80 0.40 1.00 7.00 5.50 10.00 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 H Q 22/Ell 11gE11 4.095 14.40 28.90 8.70 31.80 17.30 2.90 40.50 43.30 7.20 3.60 1.80 CASCADE ALARM INC. P 0 BOX 7459 KENT,WA 98032 HYDRAULIC CALCULATIONS FOR MIX USE 4228 S. 164th St. TUKWILA, WA. ATTIC SYSTEM DATE: NOV 20, 2013 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: NFPA OHG I .15 gpm/sq. ft. 1170 sq. ft. 120 sq. ft. 10 sprinklers 156.5 gpm TOTAL WATER REQUIRED (including hose): 256.5 gpm FLOW AND PRESSURE (@ CITY): 256.5 gpm @ 33.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: CASCADE ALARM (FIRE PROTECTION DIVISION) DESIGN/LAYOUT BY: PETE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: CASCAAL962RW CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16031162 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/20/2013 I:\MIX USE\MIX USE ATTIC.SDF JOB TITLE: Mix Use Attic .10-1170sf LEGEND Av42.56 Re33A.B. System Demand Curve 2 Static: 43.00 psi Resid: 20.00 psi Flow: 2186.0 gpm 3000 2700 2400 y 2100 FLOW (GP 1800 1500 1200 900 600 60.0 50.0 40.0 30.0 20.0 10.0 0.0 -14.7 GAUGE PRESSURE ( p s i) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/20/2013 I:\MIX USE\MIX USE ATTIC.SDF JOB TITLE: Mix Use Attic .10-1170sf NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 43.0 20.0 2186.0 42.6 25d.5 33.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 256.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 156.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) CITY 0.0 SOURCE 33.8 156.5 10 28.0 - - - - 8.7 - - - 10A 29.0 K= 5.60 7.8 15.6 11 28.0 - - - - 8.7 - - - 11A 29.0 K= 5.60 7.8 15.7 12 28.0 - - - - 8.9 - - - 12A 29.0 K= 5.60 8.0 15.9 13 28.0 - - - - 9.3 - - - 13A 29.0 K= 5.60 8.4 16.3 14 28.0 - - - - 10.1 - - - 14A 29.0 K= 5.60 9.1 16.9 15 28.0 - - - - 9.3 - - - 15A 32.0 K= 5.60 7.0 14.8 16 28.0 - - - - 9.3 - - - 16A 32.0 K= 5.60 7.0 14.9 17 28.0 - - - - 9.5 - - - 17A 32.0 K= 5.60 7.2 15.0 18 28.0 - - - - 9.9 - - - 18A 32.0 K= 5.60 7.6 15.4 19 28.0 - - - - 10.5 - - - 19A 32.0 K= 5.60 8.2 16.0 A 28.0 - - - - 12.3 - - - B 28.0 12.6 C 28.0 15.1 D 9.0 24.5 E 9.0 24.8 F 9.0 25.4 G 9.0 26.0 TOR 9.0 26.2 FDC 5.0 28.0 UG 1.0 29.8 BF1 0.0 30.5 BF2 0.0 33.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/20/2013 I:\MIX USE\MIX USE ATTIC.SDF JOB TITLE: Mix Use Attic .10-1170sf NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.60 15.6 Disch 10 28.0 8.7 0.0 10A 29.0 7.8 15.6 Pipe: 2 5.60 11 28.0 8.7 11A 29.0 7.8 15.7 Disch 0.0 15.7 Pipe: 3 5.60 15.9 Disch 12 28.0 8.9 0.0 12A 29.0 8.0 15.9 Pipe: 4 5.60 16.3 Disch 13 28.0 9.3 0.0 13A 29.0 8.4 16.3 Pipe: 5 5.60 16.9 Disch 14 28.0 10.1 0.0 14A 29.0 9.1 16.9 Pipe: 6 5.60 14.8 Disch 15 28.0 9.3 0.0 15A 32.0 7.0 14.8 Pipe: 7 5.60 16 28.0 9.3 16A 32.0 7.0 14.9 Disch 0.0 14.9 Pipe: 8 5.60 15.0 Disch 17 28.0 9.5 0.0 17A 32.0 7.2 15.0 Pipe: 8A 5.60 15.4 Disch 18 28.0 9.9 0.0 18A 32.0 7.6 15.4 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 H1.000 T: 9.5 1.197 1.00 120 9.50 10.50 0.043 1.00 120 9.50 10.50 0.044 1.00 120 9.50 10.50 0.045 1.00 120 9.50 10.50 0.047 1.00 120 9.50 10.50 0.050 4.00 120 9.50 13.50 0.039 4.00 120 9.50 13.50 0.040 4.00 120 9.50 13.50 0.040 4.00 120 9.50 13.50 0.042 0.9 -0.4 0.5 0.9 - 0.4 0.5 0.9 - 0.4 0.5 0.9 -0.4 0.5 1.0 -0.4 0.5 2.3 - 1.7 0.5 2.3 - 1.7 0.5 2.3 - 1.7 0.5 2.3 - 1.7 0.6 Pipe: 8B 5.60 16.0 Disch 4.00 120 2.3 19 28.0 10.5 0.0 H1.000 T: 9.5 9.50 -1.7 19A 32.0 8.2 16.0 1.197 13.50 0.045 0.6 Pipe: 8C 0.0 0.0 8.00 120 0.1 11 28.0 8.7 15.6 10A H1.500 0.00 0.0 10 28.0 8.7 15.6 1.752 8.00 0.007 0.1 Pipe: 8D 0.0 15.6 10 8.00 120 0.2 12 28.0 8.9 15.7 11A H1.500 0.00 0.0 11 28.0 8.7 31.3 1.752 8.00 0.025 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/20/2013 I:\MIX USE\MIX USE ATTIC.SDF JOB TITLE: Mix Use Attic .10-1170sf Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 8E 0.0 31.3 11 8.00 120 0.4 13 28.0 9.3 15.9 12A H1.500 0.00 0.0 12 28.0 8.9 47.2 1.752 8.00 0.052 0.4 Pipe: 8F 0.0 47.2 12 8.00 120 0.7 14 28.0 10.1 16.3 13A H1.500 0.00 0.0 13 28.0 9.3 63.4 1.752 8.00 0.091 0.7 Pipe: 8G 0.0 63.4 13 4.00 120 2.3 A 28.0 12.3 16.9 14A H1.500 T:12.1 12.10 0.0 14 28.0 10.1 80.3 1.752 16.10 0.140 2.3 Pipe: 8H 0.0 0.0 8.00 120 0.0 16 28.0 9.3 14.8 15A H1.500 0.00 0.0 15 28.0 9.3 14.8 1.752 8.00 0.006 0.0 Pipe: 8I 0.0 14.8 15 8.00 120 0.2 17 28.0 9.5 14.9 16A H1.500 0.00 0.0 16 28.0 9.3 29.7 1.752 8.00 0.022 0.2 Pipe: 8J 0.0 29.7 16 8.00 120 0.4 18 28.0 9.9 15.0 17A H1.500 0.00 0.0 17 28.0 9.5 44.7 1.752 8.00 0.047 0.4 Pipe: 8K 0.0 44.7 17 8.00 120 0.7 19 28.0 10.5 15.4 18A H1.500 0.00 0.0 18 28.0 9.9 60.1 1.752 8.00 0.082 0.7 Pipe: 8L 0.0 60.1 18 4.00 120 2.0 B 28.0 12.6 16.0 19A H1.500 T:12.1 12.10 0.0 19 28.0 10.5 76.2 1.752 16.10 0.127 2.0 Pipe: 9 0.0 0.0 15.00 120 0.2 B 28.0 12.6 80.3 14 H2.500 0.00 0.0 A 28.0 12.3 80.3 2.731 15.00 0.016 0.2 Pipe: 10 0.0 80.3 A 26.58 120 2.6 C 28.0 15.1 76.2 19 H2.500 1:19.6 19.60 0.0 B 28.0 12.6 156.5 2.731 46.18 0.055 2.6 Pipe: 11 0.0 0.0 19.00 120 9.4 D 9.0 24.5 156.5 B H3.000 3L:23.1 38.60 -8.2 C 28.0 15.1 156.5 3.356 B:15.5 57.60 0.020 1.2 Pipe: 12 0.0 0.0 3.67 120 0.3 E 9.0 24.8 156.5 C H3.000 E:10.8 10.80 0.0 D 9.0 24.5 156.5 3.356 14.47 0.020 0.3 Pipe: 13 0.0 0.0 19.67 120 0.6 F 9.0 25.4 156.5 D H3.000 E:10.8 10.80 0.0 E 9.0 24.8 156.5 3.356 30.47 0.020 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/20/2013 I:\MIX USE\MIX USE ATTIC.SDF JOB TITLE: Mix Use Attic .10-1170sf Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 G 9.0 26.0 156.5 E F 9.0 25.4 156.5 Pipe: 15 0.0 0.0 TOR 9.0 26.2 156.5 F G 9.0 26.0 156.5 H3.000 E:10.8 3.356 H3.000 E:10.8 3.356 14.00 120 10.80 24.80 0.020 3.00 120 10.80 13.80 0.020 0.5 0.0 0.5 0.3 0.0 0.3 Pipe: 15A 0.0 0.0 4.00 120 1.8 FDC 5.0 28.0 156.5 G H3.000 0.00 -1.7 TOR 9.0 26.2 156.5 3.356 4.00 0.020 0.1 Pipe: 16 0.0 0.0 4.00 120 1.8 UG 1.0 29.8 156.5 TOR H4.000 0.00 -1.7 FDC 5.0 28.0 156.5 4.328 4.00 0.006 0.0 Pipe: 17 0.0 0.0 50.00 140 0.7 BF1 0.0 30.5 156.5 FDC D4.000 0.00 -0.4 UG 1.0 29.8 156.5 4.095 50.00 0.006 0.3 Pipe: 18 0.0 Fixed Pressure Loss Device BF2 0.0 33.5 156.5 UG 3.0 psi, 156.5 gpm BF1 0.0 30.5 156.5 Pipe: 19 Source 0.0 50.00 140 0.3 CITY 0.0 33.8 156.5 BF1 D4.000 0.00 0.0 BF2 0.0 33.5 156.5 4.095 50.00 0.006 0.3 NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 16031162 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.158 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 8G. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/20/2013 I:\MIX USE\MIX USE ATTIC.SDF JOB TITLE: Mix Use Attic .10-1170sf (5) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 45E11 H Q 22/Ell 11gE11 4.095 14.40 28.90 8.70 31.80 17.30 2.90 40.50 43.30 7.20 3.60 1.80 PAGE: H MATERIAL: DYNFLO HWC: 120' Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.197 3.80 9.50 3.80 9.50 0.00 0.00 0.00 0.00 1.90 1.00 0.50 1.90 11.40 9.50 17.10 0.00 1.752 6.00 12.10 3.00 13.60 0.00 0.00 0.00 0.00 3.00 1.50 0.80 1.50 12.10 9.10 18.10 0.00 2.731 9.80 19.60 6.50 22.90 11.40 1.60 27.80 37.60 4.90 2.50 1.20 1.60 16.30 11.40 26.10 0.00 3.356 10.80 23.20 7.70 24.80 15.50 1.50 26.30 44.90 5.40 2.70 1.40 1.50 17.00 11.60 29.40 0.00 4.328 14.20 28.40 8.50 31.30 17.10 2.80 39.80 42.70 7.10 3.60 1.80 1.40 19.90 12.80 34.10 0.00 CASCADE ALARM INC. P 0 BOX 7459 KENT,WA 98032 HYDRAULIC CALCULATIONS FOR MIX USE 4228 S 164th St. TUKWILA, WA. 1ST. FLOOR COMMERCIAL DATE: OCT 30, 2013 -DESIGN DATA - OCCUPANCY CLASSIFICATION: OHG I DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1001 sq. ft. COVERAGE PER SPRINKLER: . 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 156.2 gpm TOTAL WATER REQUIRED (including hose): 406.2 gpm FLOW AND PRESSURE (@ CITY): 406.2 gpm @-30.3 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: CASCADE ALARM (FIRE PROTECTION DIVISION) DESIGN/LAYOUT BY: REID AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: CASCAAL962RW CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16031162 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/30/2013 JOB TITLE: Mix Use 1st Flr Commercial LEGEND Av.41.98 Re30A.B. System Demand Curve 1 2 Static: 43.00 psi Resid: 20.00 psi Flow: 60.0 50.0 Z:\MIX USE\MIX USE 1ST FLR.SDF 2186.0 gpm 3000 - 2700 40.0 30.0 20.0 10.0 GAUGE PRESSURE ( p s i) C.0 2400 210-0 FLOW (GP 1800 1500 1200 900 600 -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 ►� DATE: 10/30/2013 Z:\MIX USE\MIX USE 1ST FLR.SDF JOB TITLE: Mix Use 1st Flr Commercial NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 43.0 20.0 2186.0 42.0 406.2 30.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 406.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM•ACTIVE SPRINKLERS 156.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) CITY 0.0 SOURCE 30.3 156.2 1 9.0 K= 5.60 7.0 14.8 2 9.0 K= 5.60 7.3 15.1 2A 9.0 - - - - 7.3 - - - 3 9.0 K= 5.60 8.0 15.8 4 9.0 K= 5.60 7.7 15.5 4A 9.0 - - - - 8.0 - - - 5 9.0 K= 5.60 9.3 17.0 6 9.0 K= 5.60 11.3 18.8 7 9.0 K= 5.60 11.9 19.3 8 9.0 K= 5.60 12.3 19.6 9 9.0 K= 5.60 12.8 20.0 A 9.0 - - - - 15.4 - - - B 9.0 15.6 D 9.0 20.4 E 9.0 20.8 F 9.0 21.6 G 9.0 22.1 - - - TOR 9.0 22.4 FDC 4.0 24.6 UG 1.0 26.0 - - BF1 0.0 26.8 BF2 0.0 29.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page"4 DATE: 10/30/2013 Z:\MIX USE\MTX USE 1ST.FLR.SDF JOB TITLE: Mix Use 1st Flr Commercial NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Nates To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.60 14.8 Disch 2A 9.0 7.3 0.0 1 9.0 7.0 14.8 1.250 T: 6.0 1.380 10.00 .1.20 6.00 - 16.00 D.020 0.3 0.0 0.3 Pipe: 2 5.60 15.1 Disch 0.50 1.20 0.0 2A 9.0 7.3 0.0 1.250 0.00 0.0 2 9.0 7.3 15.1 1.380 0.50 0.020 0.0 Pipe: 3 0.0 0.0 9.50 120 0.7 3 9.0 8.0 30.0 1.250 0.00 0.0 2A 9.0 7.3 30.0 1.380 9.50 0.072 0.7 Pipe: 4 5.60 15.5 Disch 4A 9.0 8.0 0.0 4 9.0 7.7 15.5 1.250 T: 6.0 1.380 10.00 120 6.00 16.00 0.021 0.3 0.0 0.3 Pipe: 5 5.60 15.8 Disch 0.50 :120 0.0 4A 9.0 8.0 30.0 2A 1.500 0.00 0.0 3 9.0 8.0 45.8 1.610 0.50 0.075 0.0 Pipe: 6 0.0 45.8 3 9.50 120 1.2 5 9.0 9.3 15.5 4 1.500 ---- 0.00 0.0 4A 9.0 8.0 61.3 1.610 9.50 0.128 1.2 Pipe: 7 5.60 17.0 Disch 10.00 120 2.0 6 9.0 11.3 61.3 4A 1.500 0.00 0.0 5 9.0 9.3 78.4 1.610 10.00 0.202 2.0 Pipe: 8 5.60 18.8 Disch 5.75 1.20 4.1 A 9.0 15.4 78.4 5 1.500 T: 8.0 8.00 0.0 6 9.0 11.3 97.2 1.610 13.75 8.301 4.1 Pipe: 8A 5.60 19.3 Disch 10.00 120 0.3 8 9.0 12.3 0.0 1.250 0.00 0.0 7 9.0 11.9 19.3 1.380 10.00 0.032 0.3 Pipe: 8B 5.60 19.6 Disch 10.00 120 0.q 9 9.0 12.8 19.3 7 1.500 ---- 0.00 0.0 8 9.0 12.3 39.0 1.610 10.00 0.055 0.d. Pipe: 8C 5.60 20.0 Disch B 9.0 15.6 39.0 8 9 9.0 12.8 59.0 1.500 T: 8.0 1.610 15.75 120 8.00 23.75 0.119 2.8 0'. 0 2.8 Pipe: 9 0.0 0.0 10.00 320 0.2 B 9.0 15.6 97.2 6 H2.500 0.00 0.0 A 9.0 15.4 97.2 2.731 10.00 0.023 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DAVE: 10/30/2013 Z:\MIX USE\MIX USE 1ST FLR.SDF JOB TITLE: Mix Use 1st Flr Commercial Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) nisch Act ID (ft.) T PE/ft. (Pf) Pipe: 10 0.0 97.2 A T:19.6 35.00 120 4.7 D 9.0 20.4 59.0 9 H2.500 3L:19.5 50.50 0.0 B 9.0 15.6 156.2 2.731 B:11.4 85.50 0.055 4.7 Pipe: 11 0.0 0.0 E 9.0 20.8 156.2 B D 9.0 20.4 156.2 Pipe: 13 0.0 0.0 F 9.0 21.6 156.2 D E 9.0 20.8 156.2 Pipe: 14 0.0 0.0 G 9.0 22.1 156.2 E F 9.0 21.6 156.2 Pipe: 15 0.0 0.0 TOR 9.0 22.4 156.2 F G 9.0 22.1 156.2 Pipe: 16 0.0 0.0 FDC 4.0 24.6 156.2 G TOR 9.0 22.4 156.2 H3.000 L: 7.7 3.356 H3.000 T:23.2 3.356 H3.000 E:10.8 3.356 H3.000 E:10.8 3.356 H3.000 3.356 12.42 120 7.70 20.12 0.020 19.67 120 23.20 42.87 0.020 11.00 120 10.80 21.80 0.020 3.00 120 10.80 13.80 0.020 5.00 120 0.00 5.00 0.020 0.4 0.0 0..4 0.9 0.0 0.9 0.4 0.0 0.4 0.3 0.0 0.3 2.3 -2.2 0.1 Pipe: 16A 0.0 0.0 3.00 120 1.4 UG 1.0 26.0 156.2 TOR H4.000 B:17.1 17.10 -1.3 FDC 4.0 24.6 156.2 4.328 20.10 0.006 0.1 Pipe: 17 0.0 0.0 50.00 140 0.8 BF1 0.0 26.8 156.2 FDC D4.000 L: 8.7 8.70 -0.4 UG 1.0 26.0 156.2 4.095 58.70 0.006 0.3 Pipe: 18 0.0 Fixed Pressure Loss Device BF2 0.0 29.8 156.2 UG 3.0 psi, 156.2 gpm BF1 0.0 26.8 156.2 Pipe: 19 Source 0.0 50.00 140 0.5 CITY 0.0 30.3 156.2 BF1 D4.000 T:28.9 31.80 0.0 BF2 0.0 29.8 156.2 4.095 G: 2.9 81.80 0.006 0.5 NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 16031162 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/30/2013 Z:\MIX USE\MIX USE 1ST FLR.SDP JOB TITLE: Mix Use 1st Flr Commercial (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.067 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.3 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: A Diameter (in) MATERIAL: SCH.40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyV1v GatVly AlmChk D F DPV1v 45E11 H Q I S U V 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee 1.380 3.00 6.00 2.00 7.00 0.00 0.00 0.80 0.40 1.00 7.00 5.50 10.00 1.610 4.00 8.00 2.00 9.00 0.00 0.00 1.00 0.50 1.00 8.00 6.00 12.00 PAGE: D Diameter (in) 4.095 PAGE: H Diameter (in) 2.731 3.356 4.328 MATERIAL: DI -52 HWC: 140 Equivalent Fitting Lengths T L C B Tee LngEll ChkVly BfyVly E Ell W FMRunT 0.00 0.00 0.00 0.00 in Feet G A GatVly AlmChk 0.00 1.50 0.00 2.00 D F DPV1v 45E11 H Q 22/Ell 11gE11 14.40 28.90 3.60 1.80 8.70 31.80 17.30 2.90 40.50 43.30 7.20 MATERIAL: DYNFLO HWC: 120 Equivalent Fitting Lengths T L C B Tee LngEll ChkVly BfyVly E Ell in Feet G A GatVly AlmChk D F DPV1v 45E11 H Q 22/Ell 11gE11 9.80 19.60 2.50 1.20 10.80 23.20 2.70 1.40 14.20 28.40 3.60 1.80 I S Couplg FM90E1 6.50 22.90 1.60 16.30 7.70 24.80 1.50 17.00 8.50 31.30 1.40 19.90 U V W FM45E1 FMTee FMRunT 11.40 1.60 27.80 11.40 26.10 0.00 15.50 1.50 26.30 11.60 29.40 0.00 17.10 2.80 39.80 12.80 34.10 0.00 37.60 44.90 42.70 4.90 5.40 7.10 Cascade Alarm & Fire Protection NFPA #13 & 13-R Submittal Literature For: Mixed Use Building 4228 South 164th Street Tukwila, WA. July 10, 2013 (Exp.._ /21/ 14 r 8 - t2• l3 Fire Sprinkler Consulting LLC PO Box 872528 Vancouver, WA 98687 360-904-2833 phone 360-944-5191 fax firesprinklerconsu!ting@corncast.net August 6, 2013 Cascade Alarm 27623 Covington Way SE #1 PO Box 7459 Kent, WA 98042 Attn: Reid Saario Re: Mix Use Building 4228 S 169th St Tukwila, WA Reid, The following review and comments are based on drawing FP -1 dated 8-4-13, hydraulic calculations and fire sprinkler material submittal data. The work consists of providing a wet pipe fire sprinkler to cover the new three (3) story mix use building. Sprinkler protection is also provided for the attic area. The first floor mix use areas are designed for a .10 density over 1001 sq ft using quick response heads. The second and third floors are provided with a residential system calculated with the most remote four (4) heads flowing utilizing quick response heads. The attic area provides for a .10 density over 1170 sq ft utilizing quick response heads. The system riser consists of a 4" riser with water flow alarm, wall mounted FDC and alarm bell. A backflow device is provided at the outside valve pit. The above design and hydraulic calculations meet the requirements of NFPA 13 for the hazards shown. System hydraulic and alarm test to be performed to meet the requirement of NFPA 13 and the local AHJ. A contractor's material and test certificate shall be provided at completion of the project If you have any questions or need additional information on the above please contact the undersigned. Sincer 1 avid G. Wulbers Fire Sprinkler Consulting LLC Cc: Dan McLuen t 7/221(4 j 8 -/2-t3 CA 002 CPVC HANGER SPACING PIPE SIZE MAXIMUM SPACING 3/4" 5'-6" 1" 6'-O" 1-1/4" 6'-6b 1-1/2" 7'-O" 2" 8'-0" TOLCO FIG. 27B SPEED NUT ORS FIGURE 28 - CPVC PIPE HANGER "STAND—OFF" HANGER & RESTRAINER BOTTOM CHORD ROOF TRUSS 2x HEADER 1/4" x 1 1/2" LAGS 11-- STRAP 1/4" x 2 1/2" LAGS (2 PLACES EACH SIDE) O CPVC PIPE HANGER 'A' ATTIC HANGER GYP BD CLG BOTTOM CHORD ROOF TRUSS 1/4" x 1 1/2" LAGS STRAP HANGER 'B' ATTIC HANGER SAMMY SCREW ALL THREAD ROD WOOD ADJUSTABLE RING HANGER HANGER DETAIL #1 BOTTOM CHORD ROOF TRUSS 2x HEADER 1/47 x 1 1/2" LAGS •4— STRAP 1/4" x 2 1/2" LAGS (2 PLACES EACH SIDE) HANGER 'C' ATTIC HANGER GENERAL NOTES 1. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3. PIPE: ALL PIPE 2" AND SMALLER TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 2z" AND LARGER TO BE SCHEDULE 10 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE DUCTILE IRON. 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. 6. ALL ELECTRICAL WIRING AND CONDIUT TO BE PROVIDED AND INSTALLED BY OTHERS. 7. CPVC PIPE AND FITTINGS USED IN RESIDENTIAL AREAS. 8. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 9. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. 10. NOT USED 1 1 . ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 12. DOTTED LINES DENOTE EXISTING PIPE. 13. SYMBOLS/ABREVIATIONS: [ X' -X" ] DENOTES CENTER LINE OF SPRINKLER PIPE AFF. L x x" DENOTES CEILING HEIGHT. AFF - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. ' BDK - CENTERLINE OF PIPE BELOW BOTTOM OF DECK. (ID F - FLEXIBLE GROOVED COUPLING. MT - MECHANICAL TEE FD - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH. 3-- THREAD END PLUG �A1)- HYDRAULIC REFERENCE NODE. s tS- d �:3n or r zt. i_.'o u • . _ . 'sl3 Fre CRY 3 ,r;j ;Or ;;I -ie T.: -;:t and inspector' by h;... Da /( -e) fI� By.• l( BEDROOM 2 #10 L -5'-0Y2" 0 10' #11 nl In 1 INICC o T\An1Al 1\VI LIIVLJ 01 IVIrAIIV r`1 A" Dr\r`I r` L ='t uvl..Lv. STEEL PIPE 0 #12 10' SUITE 102 -01/2- BEDROOM 1 BEDROOM 1 114 114 * U14(l 114 0 1 CPVC PIPE 0 "6- RUN LINES CL=6" BOD HANGER#28 M. 2`0c B-5 21/2x10-51 21/2'r6—ETT-1- 4�-9 0 I Y4 1 114 12-4 /0 16-0 LIVING RM KITCHEN [5'22 2-6 BEDROOM 2 BEDROOM 1 0 11/4 Q o 114 1z -0 u� )9-3 1 13-51 1. =K5241i) BEDROOM 1 LIVING RM B-6 B-7 21x10-6 21/2x10-6 X11 11/4 VA FLOW SW DR VA.. q103�6-0 / 400/ In 114 RUN LINES & MAIN CL=6" BOD HANGER #28 / 0 114 /* 114 8-0 _ 12-0 1 KITCHEN LIVING RM LIVING RM RUN LINE S & MAIN ON -11,)P OF BOT. I=:HORD HANGER A,B,C 1 STEEL PIPE„ 1, Ir LIVING RM A-2 21zx10-1 1 CHEN 21 C 1 6-3 A-5 2T/zx9-11 2-0.. , 8-0 VAULT WITH BACKFLOW BY CASCADE ALARM 4" TO FDC 0'-0" lo 0o Io I NI gl O�O 0 ,o r • 01 lu)rri' 7-0'SUITE 100 01 1 10-0 4 DI CASCADE ALARM START AT FLANGE LEFT BY OTHERS 6" ELEC BELL 4• GRVD al. VA. 4' RISER MANIFOLD W/GAGE & TEST/DRAIN BUTTERFLY VA W/TAMPER SW RISE DETAIL #13 3-2in 61/2" 3 0 o COJ 1 +� 14 5 _ 0 8-0 �4 0 / '5 OQ� •1•--10 31" — ` Ii 1`t •- N 114 12-0 114 / 12-0 /0114 1-0 2/ 9 -7 - (D KITCHEN KITCHEN 0 N 11 K TCHEN 10-5 9-5 SUITE 101 8-0 1-6 11' RUN LINT'S & MAI CL=4` BOCLG. ▪ HANGER #1 N STEEL PIPE #14 FIST FLS. 10 0 I/ REMOTE 1001 SF ' 11" 14'-1" O 2A 1 0 O• 2 10-0 / #16 #15 DLA\ 11' 3b O ''4 2 BEDROOM 1 ^8'-0" 7' 10"--ii---7'-10" 0' 114 1j 1+ '114 / o 10-5 / z 16-0 / 9�0 LIVING RM /._. jy4 11 O 3-2 2-9� BEDROOM 2 SFCO\ 11 10-5 L IVING RM 114 / 51_1/140/ -1('1 BEDROOM 1 RUN LINES & MAIN CL=6" BOD HANGER #28 LIVING RM _IVING RM" ,BEDROOM 11/4 / 0 114 / 9-0' 16-0 0.5-114 / 1U 0 RUN LIN S & MAIN ON 1 DP OF BOT. ; :;HORD HANGER A,B,C STEEL! PIPE BEDROO 0-6 FLS. DLA\ BEDROOM 2 ATTIC HEADS TY -FRB SSU K=5.6 THRD FLR. DLA\ REMOTE 1170SF ATTIC CONTRACT NAME: Mix Use SCALE: 1 /8"=1'-0" IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Cascade Alarm, and is loaned upon express conditions that the same be returned to Cascade Alarm upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of Cascade Alarm. CONTRACT RESPONSIBILITIES SPRINKLERS ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. TY -LFII 1/2" SSP 155 CHROME SEMI RECESSED CH 85 SYSTEM TYPE WET ® ❑ Cascac e AIc r m 4228 S. 164th St. Tukwila, WA. CONTRACT WITH: DRAWN BY: REID DESCRIPTION: PIPING PLAN CHECKED BY: TY -FRB 1/2" SSP 155 CHROME SEMI RECESSED CH 34 4 ' 1-20-13 PS GENERAL CHANGES PER FIRE DEPT. REVIEW TY - FRB K=5.6 1/2" SSU 155 BRASS NA 36 3 ' 0-31-13 PS GENERAL CHANGES PER FIRE DEPT. REVIEW 3 9-12-13 PS 3ENERAL CHANGES PER FIRE DEPT. REVIEW 2 8-20-13 1 8-3-13 RS RS GENERAL CHANGES PER FIRE DEPT. REVIEW 3ENERAL CHANGES PER REVIEW NO. DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN TOTAL THIS SHEET 155 Ea E APPROVALS OUT OUT OUT OUT IN IN IN IN FIRE PROTECTION DIVISION Post Office Box 7459, Kent, WA. 206-767-5800, Ext 2 SYSTEM DESIGN DATA DATE: 8/4/13 HAZARD CLASSIFICATION: SEE CALC'S SYSTEM AREA: HYDRAULIC DENSITY: r)FSICN DATA' GPM/SQ. FT. : SQ. FT./HD. AREA OF APPLICATION: SQ HOSE Al 1 DWANC.FS• GPM TOTAL SYSTEM RFC)UIRFMFNTS• GPM. AT: PSI. AT : CITY WATER SUPPLY INFORMATION: STATIC PRESSURE PSI. DRAWING NO. FP 1 RESIDUAL PRESSURE : PSI. MTH GPM FLOWING TEST TAKEN AT BY DATE D 8 '3 1575CD 30CD C r? 1 30C H 30CD 4 / /Q' 110CD ©e 30CD ,p. Fire Alarm Symbol Legend SYMBOL DESCRIPTION PART NUMBER • U Addressable Pull -Station SD500-PS 2 I I I Mini Horn HP -25T • ©e 2 Wire Horn/Strobe, Standard cd, Red P2R 3 Waterflow Strobe, Standard CD, Red SR 0 Horn/Strobe, Standard CD, Red, Outdoor P2RK 4 H3 -wp • ® EOL 4.TK EOL 4 5 Fire Alarm AC Power Failure MMI Mini Module 80500 -MIM • 5 6 Fire Alarm System Low Battery Fs Water Flow Switch • (2) Tamper Switch Open Circuit 5808 XL IntettiKnight 5808 XL Single Loop 5808 XL FACP 7 0 Addressable Smoke Detector SD500-APS • 1575CD O; 4' �2 30CD ©e 110CD 30CD H C9 7 11OCD 110CD 119CD 30CD H 1575CD O, 1575CD 30CD H 1575CD O 30CD 30CD i1✓ 110CD ©i 6 30CD H 1575CD 11GCD ©* 30CD 110CD Me 30CD SK 5496(RPS) SK 5808 1IOCD ©• co ea M SYSTEM INPUTS SYSTEI OUTPUTS ' to co .�o t3UO.t. m4, 4,, elfi el F yfi yF aQrc A...'As A BC D'E'F G:H 1 Manual Fire Alarm Boxes 0 • • 1 2 Smoke Detectors e • • 2 3 Waterflow • 0 ' • 3 4 Sprinkler Control Valve • 0 4 5 Fire Alarm AC Power Failure • • 5 6 Fire Alarm System Low Battery • ? • 6 7 Open Circuit S • 7 8 Ground Fault • • 8 9 Notification Appliance Circuit Short 0 0 9 0 4 0 © f F 4 tiry .S A B,C DYE F G:H� OPERATIONAL MATRIX 0 0 © 0 DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981Q4 SEATTLE FIRE DEPT. #SCPV-04243 NICET III #115522 CITY OF REDMOND-DESIGNER OF RECORD #10-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 11/25/2013 3 o' © 12 4 0 0 NOTICE A complet d, sloe: d, Tukwila Fire iYr:� Tr:C r r s i' ti:+ to in 1 �- �. .•. , ., :' s alt in a ;.-f, ; _.:-:_._: , Fee and testing 4 ASC 77ED o Without Comments As Noted In Red o Per The Attached Letter 'r?se pians have been reviewed by The Tukwila Fire e Mian Bureau for conformance with current City idards. Acceprance is subject t :, errors and c; �s which oo not authorize v L ! anions of adopted -jards ano ordinances. The responS' Hity for the of dezigh r es s totally Yw r.t r the designer. j cv:;iJr as to�i,, �awin_,s after ese drawings r�, ,y::9."C i t ', I 14.11 ,ti,�,h+',h dev►cls +� �� ----T- -_ �� 5 - . p. A4- Ce+,},.wl 5 oe• . Fhs;,.� 6rrakt- �,a�raie cl4w�, i'+sit.•� oti. oled�cw �AIPS 6►r411.-. D B 111/1/IF 1/7 FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 425-290-9600 FIRE ALARM - RISER DETAIL/MATRIX HAMAD MIXED-USE 4228 S. 164TH STREET TUKWILA, WA. FIREPI*021 ML SIZE D FSCM NO DWG NO. FA 1.0 REV 2 SCALE 1{8" =1' 0" SHEET 1 8 7 6 5 4 3 2 1 Battery Calculations for Panel: SK 5808 Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIG2 D Part No.5808 XL 5808 XL InteiiKnight 5808 XL Single Loop Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIG 1 - ID Job number 1 Job name: Dravong1 CircuitName: SIG1 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1.5000A CircuitName: SIG2 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1.5OOOA Part No. Qty. Description Standby Total Standby Alarm Total Alarm Cable: Power, Limited, Multiple Conductor #14 Cable: Power, Limited, Multiple Conductor #14 Calculations based on Running Total Length. Panel Equipment Calculations based on Running Total Length. Design Criteria: Ambient temperature: 1 67F Max. operating voltage drop: 10% 5808 8 1 Intelliknight 5808 Single Loop Main Mother Board 170.0000mA 170.0000mA 325.0000mA 325,0000mA Design Criteria: Ambient temperature: 1 67F Max. operating voltage drop: 10% Job number: 1 Job name: Drawing( Job number: 1 Job name: Drawingl Total Panel Stby 170.0000mA Total Panel Alarm 325.0000mA g Peripheral Device Part No Appliance Desc Distance Current Voltage Voltage Drop Device Part No Appliance Desc Distance Current Voltage Voltage Drop Devices SR 12 Staniard CD, Red 0.0000mA 0.0000mA 94.0000mA 564.0000mA 5808 XL Panel 20.2V 5808 XL Panel 20.2V Strobe, (Notification) P2R 21 2 Wire Horn Strobe, Standard Red (Notification) 0.0000mA 0.0000mA 107.0000mA 642.0000mA 001 P2R 2 Wire Hom/Strobe, Standard cd, Red, 110CD 12'-O 212.0000mA 20.13V (0.071() 001 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 13-0 2120000mA 20.129V (0.071V) cd. EOL 4 EOL 4,7K 0,0000mA 0.0000mA 0.0000mA 0.0000mA 0021 SR Strobe, Standard CO, Red, 30CD 54'-0 94.0000mA 19,8882V (0.2419V) 002 SR Strobe, Standard CD, Red, 30CD 53-0 94.0000mA 19.9112V {0.217$11) (f.otifrcation) P2RK 1 Horn/Strobe Standard CD, Red, Outdoor (Notification) 0.0000mA 0.0000mA 194.0000mA 194.0000mA 003 P2R 2 Wire Horn/Strobe, Standard Red, 110CD 29'-0 212.0000mA 19.7757V (0.1125V) 0€13 SR Strobe, Standard CO. Red, 1575010 24'-0 77.0000mA 19.827V (0.0842V) cd, SD500APS 9 Addressable Smoke Detector 0.5500mA 4.9500mA 0.5500mA 4.9500mA 004 SR Strobe, Standard CD, Red, 1575CD 9'-0 77.0000mA 19.7529V (0.0227V) 004 P2R 2 Wire Horn/Strobe, Standard cd, Red, 300D 12'-0107.0 OmA 19.7908V (0.0362V) 5D500 SD500-PS Pull line) 0.5500mA 5.5000mA 0.5500mA 5.5000mA P2R 2 Wire Horn/Strobe, Standard Red, 30CD 3'-0 107.0000mA 19.7468V 005 SR Strobe, Standard CD, Red, 1575CD 11'-0 77,0000rnA 19.7651V (0.0257V) -PS 10 addressable -Station (Signaling cd, (0.0061V)OM SD500-MIM Mini Module line) 0.5500mA 1,6500mA 0.2300mA 0.6900mA 00d P2R 2 Wire HornlStrobe, Standard Red, 110CD 8'-0 212.0000mA 19.736V SR Strobe, Standard CD, Red, 157500 24'-O77OOrnA 19.72V 19.7209V (0.0443V) 3 Signaling cd. (0.0108V) WFD-Series 1 Water Flow Switch 0.0000mA 0.0000mA 0.0000mA 0.0000mA -011 EOL EOL 4.7K 3'-0 0.0000mA 19.736V (0V)OOT P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 9-0 212.0000mA 19.7087V (0.0122V) (Initiating) OSY2 3 Tamper Swi?ch 0.0000mA 0,0000mA 0,0000mA 0.0000mA 118%0 914.0000mA1 -011 EOL EOL 4.71< 2'-0 0.0000 19.7087V (OV) (Initiating) Total Peripheral Stby 12.1000mA Total Periph Alarm 3172,7400mA Total Current: 914.0000mA 148 -0,856.00OOmA (Total VDrop Percent.2.30%) Total Voltage Drop : 0.464V Total Current: 856.0000mA Total Standby Amps 182.1000mA Total Alarm Amps 3497.7400mA (Total VDrop Percent:2.43%) Total Voltage Drop : 0.4913V Standby time: 24 Hrs 437Ah Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIG3 Circuit Calculations Panel: SK 5808 Card: 00 Circuit:SIG4 Alarm time: 5 Min 0.291Ah Battery requirement: 4.662Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 5.594Ah CircuitName: SIG3 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1.5000A CircuitName: SIG4 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 1,5000A Cable. Power, Limited. Multiple Conductor #14 12VDC 7Ah BACK-UP BATTERIES TO BE USED Cable: Power, Limited, Multiple Conductor #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167"F Max. operating voltage drop: 10% Job number: 1 Job name: Drawingl Device Part No Appliance Desc Distance Current Voltage Voltage Drop Device Part No Appliance Desc Distance Current Voltage Voltage Drop 5808 XL Panel 202V 5808 XL Panel 20.2V 001 SR Strobe, Standard CD, Red, 3000 39'-0 94.0000mA 19.8474V (0.3526V) 001 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 28'-0 212.0000mA 19.9469V (0.2531V) C 002 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 8'-0 107.0000mA 19.7799V (0.0675V) 002 SR Strobe, Standard CD, Red, 1575CD 9'-O 77.0000mA 19.8777V (0.0692V) 003 SR Strobe, Standard CD, Red, 1575CD 19'-0 77.0000mA 19.6325V (0.1474V) 003 P2R 2 Wire Horn/Strobe, Standard cd, Red, 3000 9'-O 107.0000mA 19.8129V (0.0648V) 004 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 15'-0 107.0000mA 19.5235V (0,109V) 004 P2R 2 Wire Horn/Strobe, Standard cd, Red. 110CD 8'-0 212.0000mA 19.7608V (0.0521V) 005 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 10'-0 212.0000mA 19,4576V (0.0658V) 005 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 19'-0 212.0000mA 19.6627V (0.0981V) 006 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 2'-0 212.0000mA 19.4472V (0.0105V) 006 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 8'-0 107.0000mA 19.6323V (0.0305V) 007 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 46-0 212.0000mA 19.2687V (0.178411) 007 SR Strobe, Standard CD, Red, 1575CD 9'-0 77.0000mA 19.6041V (0.0281V) 008 P2R 2 Wire Hom/Strobe, Standard cd, Red, 110CD 3'-0 212.0000mA 19.2612V (0.0076V) 006 P2R 2 Wire Hom/Strobe, Standard cd, Red, 110CD 9'-0 212,0000mA 19.5804V (0.0237V) 009 P2R 2 Wire Hom/Strobe, Standard cd. Red, 30CD 9'-0 107.0000mA 19.2506V (0.0106V) 009 SR Strobe, Standard CD, Red. 30CD 20'-0 94.0000mA 19.5548V (0.0256V) 010 SR Strobe, Standard CD, Red, 1575CD 14'-O 77.0ti00mA 19.2437V (0.0069V) 01 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 7.-0 107.0000mA 19.55V (0.0048V) -01 EOL EOL 4.7K 2'-0 0.0000mA 19.2437V (0V) -01 EOL EOL 4.7K 2'-0 0.0000mA 19.55V (0V) 167'-0 1417.0000mA 128'-0 1417.0000mA (Total VDrop Percent4.73%) Total Current: 1417,0000mA Total Voltage Drop : 0.9563V Total Current: 1417.0000mA (Total VDrop Percent:3.22%) Total Voltage Drop : 0.65V 44 ---- Battery Calculations for Panel: SK 5496 Circuit Calculations Panel: SK 5496 Card: 01 Circuit:SIG 1 Circuit Calculations Panel: SK 5496 Card: 01 Circuit:SIG 2 Part No:5496 - Intelliger-t Power Module - 4 circuit Job number: 1 Job nan'e: Drawing( CircuitName: SIG 1 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 3.0000A Cable: Power, Limited, Multiple Conductor #14 CircuitName: SIG 2 Circuit Type: Notification/24V DC Terminal Voltage: 20.2V:DC Amperage: 3.0000A Part No. Qty.Descri P tion StandbyTotal StandbyAlarm Total AlarmCable. Calculations based on Running Total Length. Power, Limited, Multiple Conductor #14 Calculations Running Length. cane( Equipment Design Criteria: Ambient temperature: 167eF Max. operating voltage drop: 10% based on Total B 5496 Main Board 1 5496 Main Board 40.0000mA 40.0000mA 160.0000mA 160.0000mADesign Job number 1 Job name: Drawingl Criteria: Ambient temperature: 167"F Max. operating voltage drop: 10% B 40.0000mA Job number. 1 Job name: Drawing( Total Panel Stby Total Panel Alarm 160.0000mA Device Part No Appliance Desc Distance Current Voltage Voltage Drop Device Part No Appliance Desc Distance Current Voltage Voltage Drop `'eripheral Devices 5496 Panel 202V 5496 Panel 20.2V P2R 2 _ Wire Hom/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 107.0000mA 214.0000mA N:001 SR Strobe, Standard CD, Red, 30CD 33'-0 94.0000mA 19.865V (0.33 5V) N:001, P2R 2 Wire Hom/Strobe, Standard cd, Red, 110CD 39'-0 212.0000mA 19.8429V' (0.3571V) SR strobe, Standard CD, Red (Notification) 0.0000mA 0.0000mA 94.00OOmA 188.0000mA N.002 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 8'-0 107.0000mA 19.7886V (0.0764V) N:002' SR Strobe, Standard CD, Red, 1575CD 10'-0 77.0000mA 19.7649V (0.078V) P2RK 1 Horn/Strobe, Standard CO, Red, Outdoor (Notification) 0.0000mA 0.0000mA 194.0000mA 194.0000mA N:003 SR Strobe, Standard CD, Red, 1575CD 22'-0 77.0000mA 19.5935) (0.1951V) N:003 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 9'-0 116.000 mA 19.6991V (0.0658V) EOL 21 EOL 4.7K (Notification) 0.0000mA 0.0000mA 0.0000mA 0 0000mA N:004 P2R 2 Wire HorniStrobe, Standard cd, Red, 30CD 14'-0 97.0000mA 19.4762) {0.1173)) N:004 P2R 2 Wire HomfStrobe, Standard cd, Red, 110CD 8'-01 212.0000mA 19.6465V (0.0526V) SR 4 Strobe, Standard CD, Red (Notification) 0.0000mA 0.0000mA 77.0000mA 308.0000mA N:005 P2R 2 Wire HomiStrobe, Standard cd, Red, 110CD 9`-O 212.0000mA 19,4064V (0.0698V) N:0051 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 19'-0 212.0000mA 19.5474V (0.0992V) P2R 8 Wire Hom/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 212,O�OmA 1696.0000mA N:006 e2R: 2 Wire HomlSirobe, Standard cd, Red, 110CD 2'-0 212.0000mA mA 19.3936V (0A128V) N:006 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 8'-0 116.0000mA 19.5165V (0,0309V) P2R 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 97.0000mA 194.0000mA N:007 P2RK Horn/Strobe, Standard CD, Red. Outdoor, 95CD 27-0 194.0000MA 192824V (0.1112V) N:007 SR Strobe, Standard CD, Red. 1575CD 1000 77.000OOmA 19.4852) (0.0313)) P2R 2 2 Wire Horn/Strobe, Standard cd, Red (Notification) 0.0000mA 0.0000mA 116.0000mA 232.0000mA N:008 P2R 2 Wire Horn/Strobe, Standard cd, Red, 11000 67-0 212.910 r I . 19,0268V (0.2556V) N:008 P2R 2 Wire Horn/Strobe. Standard cd. Red. 110CD 9'-0 212.O000mA 19.4615V (0.0237V) Total Peripheral 3tby 0.0000mA Total Periph Alarm 3020.0000mA N:009 P2R 2 Wire Horn/Strobe, Standard cd, Red, 110CD 3'4 212.6 II €" 19.0194V (0.0074V) N:0091 SR Strobe. Standard CD, Red, 3CCD 20'-0 94.0000mA 19.4355V (0.0256)) N:010 P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 9'-O 97.". w • 19,0094V (0.01V) N:010; P2R 2 Wire Horn/Strobe, Standard cd, Red, 30CD 6'-0 107.0000mA 19.4317V (0.0041V) Total Standby Amps 40.0000mA Total Alarm Amps 3186.0000mA N:011 SR Strobe. Standard CD, Red, 1575CD 15-0 77.116. +mA 19.0021V (0.0074V) :-011 EOL EOL 4.7K 7-0 0.0000mA 19.4317V (OV) :-01 EOL EOL 4.7K 7-0 0.• els • 19.0021V (OV) 1 140-0 1435.0000mA Standby time: 24 Hrs 0.96Ah 206-0 1591.00�rrrA Alarm time. 5 Min 0.266Ah Battery requirement: 1226Ah jj Total Current. 1591,0000mA Total Current: 1435.01000mA (Total VDrop Percent.3.80%) Total Voltage Drop : 0.7683V (Total VDrop Percent:5.93196) Total Voltage Drop : 1.1979V Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 1.471Ah 12VDC 7Ah BACK-UP BATTERIES TO BE USED A DRAWN BY: ROBERT VAUGHN L & I #VAUGHR*981 Q4- SEATTLE FIRE DEPT. #SCPV-04243 ,rlIEWMr FIRE ALARM - BATTERY CALCS. A III #115522 CITY OF REDMOND-DESIGNER OF RECORD #10-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 11/2512013 FIRE PROTECTION INC.NICET 1730 Gibson Road Everett, WA. 98204 425-290-9600 HAMAD MIXED-USE 4228 S. 164TH STREET TUKWILA, WA. FIREPI*021 ML SIZE o FSC M NO DWG NO. FA 2.0 REV 2 SCALE 118" = 1' 0" SHEET 8 7 6 5 t 4 3 2 1 COMMERCIAL SPACE M33.027 BEDROOM BEDROOM BATHRM `J SIG1.0 11000 SIG2.007 110CD #16 FPLR SIG 1.005 A'18 FPLR 1.431.008 RESIDENTIAL UNIT - ADA BATHRM 18 FPLR BATHRM SIG2-0t, VERIFY PIV LOCATION WITH INSTALLING CONTRACTOR mom M33.003 = 33 + Fire Alarm Symbol Legend SYMBOL DESCRIPTION PART NUMBER Addressable Pull -Station SD500-PS IT D Mini Horn HP -25T ©a 2 Wire Horn/Strobe, Standard cd, Red P2R Strobe, Standard CD, Red SR H }•wp- Horn/Strobe, Standard CD, Red, Outdoor P2RK ® EOL 4.7K EOL Mini Module SD500-MIM MM 0 Water Flow Switch TS Tamper Switch FACP 5808 XL IntelliKnight 5808 XL Single Loop 5808 XL 0 Addressable Smoke Detector SD500-APS RPS Power Supply 5496 ERCIAL SPACE COMMERCIAL SPACE SIG2.001 SFG1.001 ,10CD BEDROOM BEDROOM M33.023 TO FACP SIG2 #16 FPLR M33.024 BEDROOM BEDROOM 16 FPLR 16FPLRI M33.002 SIG 2.r 11000 SIG 2-N 004 SIG 24-1008 110CD 1ST FLOOR 16 FPLR SLC #18 FPLR 30CD SG 2•N-003 OCD SIG 2.N 006 TO RPS SIG2 #16 FPLR RESIDENTIAL UNIT RESIDENTIAL UNIT BEDROOM BEDROOM BEDROOM BEDROOM TO RPS SIG1 #16 FPLR SG 1-N 002 30CD M33.018 M33.020 SIG 2-N ,nrr, Ital./ O1t. CORRIDOR M'„3' •021 *16 FPLR S€G4.004 r.0 TO FACP SIG4 *16 FPLR SIG4.003 30CD S1G4.006 TO FACP SLC #18 FPLR 18 FPLR *18 FPLR RESIDENTIAL UNIT RESIDENTIAL UNIT SIG 1•N 003 1575CD E 3 FPLR i16 FPLR STAIR RESIDENTIAL UNIT RESIDENTIAL UNIT STAIR T) FACP SIG3 # 6 FPLR BEDROOM #16 FPLR T°.. FACP SLC # ' 8 FPLR #18 FPLR 1 SIG3.002 30CD 0M33•014 M33.013 M33.015 SIG4.01 39CD i s,L-4 uu SIG 1.N 004 -aee0 SIG 1•N-010 M33.016 SIG 1•F 05 1•H U J 110c0 SIG 1•F SIG 1.1'008 STAIR IG3-003 575CD SIM -010 1575C0 BEDROOM BEDROOM 16 FPLR [ *16 FPLR !fP 95CD SIG 1•N 00? BEDROOM BEDROOM 3RD FLOOR 91G3.000 -39E0 7S SIG3.008 110CD 110CD SIG3.007 RESIDENTIAL UNIT RESIDENTIAL UNIT BEDROOM BEDROOM 2ND FLOOR DRAWN BY: ROBERT VAUGHN L & 1 #VAUGHR*981Q4 SEATTLE FIRE DEPT. #SCPV-04243 NICET III #115522 CITY OF REDMOND-DESIGNER OF RECORD #10-B-113 PROPERTY OF AND ALL RIGHTS RESERVED FIRE PROTECTION INC DATE: 11/25/2013 law FIRE PROTECTION INC. 1730 Gibson Road Everett, WA. 98204 425-290-9600 FIRE ALARM - ALL LEVELS HAMAD MIXED-USE 4228 S. 164TH STREET TUKWILA, WA. FIREPI*021 ML SIZE D FSCM NO. DWG NO.