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Home My WebLink AboutPP - 12501 EAST MARGINAL WAY SOUTH - SABEY / INTERGATE EAST II BUILDING B - PERMITS AND PLANS12501 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS M I2000-206 M2000-238 D99-0439 D2000-308 D19-0287 19-F-249 18-F-209 02-F-107 01-F-056 00-F-0381 11-S-011 02-S-093 01-S-082 00-S-316 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** ^1 �p \ l King Co. Assessor's Tax No.:l34 ( -111� Site Address: 1otC)1 t),1"lAV('jU1(ACY C V V%lu 5 - Suite Number: Floor: J New Tenant? ❑ - Yes ❑ - No Tenant Name:t_I,,,S 1 `, "ti''( Property Owner's Name: kkl=q.k. Mailing Address: 2561 - _ VAa(Juft[ Was , Tuk 1/.1 t& v\l b 1 )t 1 City State Zip CONTACT PERSON -if there are questions about the submittal. Name VOV I 111 IP Company Name: ak,t[7O(CAlCYJA. : 3 LAYVR,( /-j ry-)e) Mailing Address:' 1� `Ave .3 J Day TelephonefZ14 L121�j-sem E-mail Address City Fax Number: ntractor's City of Tukw. NICET III number: Business License number: \t QS* State Zip Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 1 / I t•I°6 Scope of Work (please provide detailed information): 4 old rM 1 :C•0 ' )049.V - PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature! Print Nam.„151(f VI � �k Plan Permit App doe Y 8/22/14 TFD FP Form 8 PAID rr? yo, 14 TUKWILA Fl Day Telephone: Date: Id C7. t (b . v1 --P t ) SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** t�King Co. Assessor's Tax No.:I b CiKgiQ Site Address: kaSM ��i_', \okicq�� W " b ..' . Suite Number: Floor: 1 Tenant Name: �,\ \\ \c .t "� l L\ , _ New Tenant? ❑ - Yes No Property Owner's Name: \X CAA \ DIA 11\‘ G ki\r, -Et Mailing Address:? l \(p `3 6 - , ‘;.1-6,)W1 eL \iUk4 q%Uffk City State Zip CONTACT PERSON -if there are questions about the submittal. Name: IP isx. p -' `tib k_ 4 Day Telephon�j�Ot 0 (.Q 1 - Company Name:C.\�1 a--)11 ±C 1)<- ,( y ‘-) , /-� �} Mailing Address: �� -r'C'' r_ -'b I qg t7j- ^� City State Zip E-mail Address ( k \IV\/A'- i gr[�,� VIesteC11�l\ •ll>M Fax Number: 'l Contractor's City of Tukwila •�y NICET III number: �( Business License number --1Cj ,- C C{"l�S�—�' 1 Total number of new/relocated devices or sprinkler heads: 1 4 Valuation of Project (contractor's bid price): $ ‘')1Q — Scope of Work (please provide detailed information){Q. C '.r . \ \ l c a A3A. vm1 0.42x 1 Dc6rViniC C\ > ac)n'c U 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: Date: kR 1 Uhl l l Day Telephone: D.0 Q) ? -k2 Plan Permit App.doc 8/22/14 TFD FP Form 8 City of Tukwila Steven M Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief September 1, 2000 Fire Department Review Control #MI2000-206 (510) Re: Group Health Buildings A and B - 12401 and 12501 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) 2. Fire hydrants are required as detailed in City Ordinance #1692. 3. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 2 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Fire Department Fire Department Review Control #D99-0439 (510) John W. Rants, Mayor Thomas P. Keefe, Fire Chief January 5, 2000 Re: International Gateway East II Building B - 12501 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10-1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4-3, 4-4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207-1212) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface -mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. Fire hydrants are required as detailed in City Ordinance #1692. 4. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) Local U.L.•central station supervision is required. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4-1.2) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to .sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51-20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1-5.2.8.2)) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 6. All electrical work and equipment shall conform Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 5 John W. Rants, Mayor Thomas P. Keefe, The Chief strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 7. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 8. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 9. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 10. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 11. Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. 12. Every building shall be accessible to Fire Department Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fin? Chief Page number 6 apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn -around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) "FIRE LANE - NO PARKING" areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re-signing or repainting per City Ordinance #1846 and Uniform Fire Code Section 10.206 as amended. Fire apparatus access roads "fire lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #1846) 13. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 14. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) When fire dampers are required to maintain fire Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 7 resistance of construction, they shall be installed in accordance with their listing and U.B.C. Standard #43-7. (UBC 713.11) 15. Provide fire department access from South 126th Street at two locations. 16. Ensure landscaping and light standards for the parking lot do not impede ladder truck access. Contact this office for further details. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila JUN 1 2001 John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief FILE TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 5 C UVi) \-ec\\ Permit No. D2-003— SClzj Address Z501 mc,c v..L S Suite # Retain current inspection schedule Needs shift inspection XApproved without correction notice Approved with correction notice issued Sprinklers: >< Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: .41\ 0\ Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 FILE City of Tukwila Fire Department Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM MAR 2 0 2001 John W. Rants, Mayor Thomas P. Keefe, Fire Chief pi ;pro- 93? -F-0301 Permit No. 139 0431 Z.50\ 1 (" c -b\ r,„‘ L S XRetain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: ')(. Fire Alarm: i'1-nv..C... Hood & Duct: Halon: Monitor: Pre -Fire: Permits: .5 th � 13 0\ Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 TUKWILA FIRE MARSHAL'S OFFICE .t' Phone: 206-575-4407 • Email: FireMarshal®tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. 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 communications. Date /. (' Permit it Property Address ! a 5 0 l E yMu � ,� 1 i,, f e l Suite # Zip Code Cf Name of Facility 7 e l I v\ j- :>6 Occupied as S u e -c Owner or Representative Phone # Set -✓r, City TUKVVILA Installing Company C) . Installing Contractor's Address ` 13 15* A-ku-e. S.._ City SC'c' tLC Installer's Name (PRINT) License and/or Certificate General Contractor k(.4,‘i�- iv 1+ `-TU S— Phone # 2 (0_ . —les~y Electrical Contractor FACP Equipment Manufacturer Model # M>4 — i This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by (& t a'L, l,r i,. . On (date) and includes the devices listed on back. Circle all that apply: XNFPA 72, Chapter 12 4 5 6 7 and/or IFC SEC 907 X NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central S SIGNED on RI -l"10119 System Firmware: Installed version • )' Initial program Installation Revisions and Reasons Checksum System is monitored by 6 v u ✓J Date Date 5 ' f3 Date 1 EQUIPMENT INSTALLED AND TESTED: Control Panel _ of Make/Model Manual Station of Make/Model Smoke Detectors Tor; ; Make/Mode l $'t €Nv -e f :�—P — l Heat Detectors of Make/Model Duct Detectors J_ of J_ Make/Model 51e.vwe vU F1 9Z tf q,- A/V Devices SI of 5-1 Make/Model /kite (oz k- 44 k C Audio Devices — of Make/Model Visual Devices (42 of Co Make/Model t^11•4-1- (rr- STwr (- Auto Door Release _ of _ Make/Model Trouble Indictors _ of Make/Model Batteries Readings Battery Full Load Charge Generator HVAC Controls Fire Alarm Dialer Monitored by Annunciator of of of Make/Model Make/Model Make/Model NwfN-y\45 of Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of Make/Model Valve Tamper Sw. _ of _ - ode! PIV _ o _ Make/Model Elec-.A : Bell _ of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes iO No Test of alarm System on emergency power, satisfactory? Yes y No _ Test Witnessed by Title Date Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 TUKWILA FIRE PREVENTION BUKLL A,u 44.4 Andover Park t, Tukwila, WA 98188 - Phone 206-57f '07 - Fax 206-575-4439 E-mail: tukfdprv@citukwila.wa...i CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE -DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractcr is responsible for supplying manpow r for Final Acceptance Test with two-way communications. Permit # DO F 3v1 1? -56( E iN \cNivw•R.L \) S , Suite # / Zip Code Name of Facility ii --14,174 o h of 1 714/ I / —JE Occupied as 6 -rOw/ j7 1 /14 Owner or Representative s4i3e-y a,trj0 , Installing 11' C LuwAn r Date Property Address City Tukwila Phone # � � �� Installing Contractor's Address 240 l City Installer's Name (PRINT) License and/or Certificate General Contractor Phone # J )B3 -6E500 E?. sJ Electrical Contractor /Sk/ FACP Equipment Manufacturer 614-eira ,9/04/-0 1)C S - Model # XXL. D This system has bee ' stalled, pr; t d and operates in accordance with the standards listed below and was inspected by iz ' Vt/l 4 On (date) 8D/ Circle all that apply: £R1FPA 72, Chapte �A 70, National Electrical Code, Article 760 Manufacturer's Instructions u acturer's Instructions Other (specify) 7%i`P Fie li • C ('Tukwila City Ordinance CNumbers 1900, 1901 UL Central Station Monitor e I System is monitored by� Ua/2r"4r.14 1/ SIGNED Date and includes the devices listed on back. d/or UFC STD 10-2:SBC L7.1.2, 1997 ED. System Firmware: // Installed version /r' .O Checksum Date Initial program Installation _ Revisions and Reasons Date Programmed by Tia Fre Prevention Bureau-. Materia EQUIPMENT INST AND TESTED:" Control Panel„ * , of, Manual Station of Smoke Detectors Heat Detectors Duct Detectors • . ofd of AN Devices 'd ofL! Audio Devices of_ Visual Devices of Auto Door Release _ of Trouble Indictors . , ,of Batteries Readings Battery C #' Generator of HVAC Controls of_, Fire Alarm Dialer / ofd Monitored by X..tt. erlr / Annunciator • • Sprinkler System. (Fire'Alarm Water Flow Sw. of_�-. Valve Tamper Sw. of C PN of� Elec. Alarm Bell 7/ of Make/Model • Make/Model e -- /1} Make/Model /-*? .Make/Model . . " b �d Test Certificate =— '41 Makel140 `` Make/Model Make/Model. ►.: . • Make/Model Make/Model 4 Make/Model . r o } 1X4 , �- Q Full Load ��` Charge Make/Model Make/Model Make/Model c'lc'/A=:'44-/1,71--- � C' 'ti(f 5/ Make/Model .. / Mjh d connections only): Make/Model -•%5 Make/Model Make/Model 6‘4,‘..01S Make/Model .&1,1 Automatic time Delay of Water Flow Alarm 45 cos, seconds. None Installer' L' Do you meet audible/visible require rents of WAC 51-44, UFC STD 10-2,1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes Y No Test of alarm System on emergenc p wer, sati f actory? Yes fNo Test Witnessed by1 y r -t > Ii‘PV'cr,ZZOL .: Title /a' .- Comments: TED FP Forth /110 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Ict-OZ'7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: e-aft-4/c Type of Inspection: 1QG fAvelf i Address: Suite #: /Z�/ ��ZGI/S Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z/T /Alfzez-mif no.'01/ Pit<1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ei '2104) Hlrs.: /,c 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 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 119 llq�J'q'1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: %/ &A c a Type of Inspection: r/6" Address:Contact Suite #: /2c-Ot I 62 I w� Person: Special Instructions: Permits: Phone No.: pproved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 04 perr5.4 A c., 1�- li s mdl,A 4� I ti k p.,./` be_dr ..,s4 O g- * _5774-/4_ 0( z;tl,c- `76 /A/.0,412-c94�/A'A-2,-AA- k'ao'"' 4 2%-v rd ,r -et. -e_,6;;- /i- r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 6 '7A,?.o f o Hrs.. , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip:: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �/ Sprinklers: Type of Inspection:` Address: &--114 ws Contact Person: Suite #: / LS -0 f Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 ,-ze__ i1. fr, -- 3 ,v --1,,i 1D /A'i 6412:1 Gee- frIC.e. Ateedi i r:e. /1/44-1"--- ,q-, 7 /s ,vi G /�l r �Gf // (A 75";:e47tri ,41 S %g , /4 s ,Zze-0o:6-4(c, s7- 01 ►.-- - . r F "V.c(r-A -t- y p,--ks A-r.� sJ "4- -A._,/,,,, , 4.4(2udi.iet 7—M' - / j Ai, A J ,' /4eA Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ��_ 3673 Date: 6 -/Woo Hrs.: / 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T. F.. D. Form F.P. 113 .49 Yawl SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME GROUP HEALTH OFFICE BUILDINGS JOB NO. T3-436 BUILDING B DATE 1111/01 ADDRESS 12401 EAST MARGINAL WAY S. BY LORE COLE TUKWILA, WA SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: OFFICES HAZARD CLASS PER NFPA 13 : ORDINARY HAZARD GROUP I SPECIFIC RULING: CITY OF TUKWILA / FACTORY MUTUAL RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 250 GPM BASE OF RISER OUTSIDE HOSE — GPM — IN -RACK SPRINKLER DEMAND — GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: MOOD TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 473 "C" FACTOR UNDERGROUND : 140 130 Fl FR 5.6 SQUARE FEET TEMPERATURE: 155 ° F ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 128 PSI RESIDUAL 20 PSI FLOW 3800 GPM ELEVATION OF TEST: APPROXIMATELY 21 FT. BELOW BLDG FINISHED FLOOR DATE OF TEST: DATA PROVIDED BY: MARK PARSONS, TUKWILA WATER DISTRICT # 125 LOCATION OF TEST: HYDRAULIC ANALYSIS ALONG EAST MARGINAL WAY & 124TH ST. BASE OF RISER DEMAND 628.89 GPM REQUIRED AT 94.15 PSI (INCLUDING 250 GPM FOR HOSE STREAMS) SUMMARY 628.89 GPM REQUIRED AT 113.24 PSI AT CONNECTION TO CITY WATER MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) FACTORY MUTUAL INSURANCE COMPANY WESTERN OPERATIONS CENTER plan is sal sfactory. There is no transmittal lettw FM approved equipment should be used. acceptance will be by field examination lity of FM i s limited to insurance coverages. R TO VALUE CLOSURES, CALL FM AT $8824_7.9062 Fina Uat PRI Re wed by 0 CERTIFICATE OF COMPETENCY STAMP SPECIFICATION SHEET MODEL 856 JFEBCOIBaCf I Ow DOUBLE CHECK DETECTOR ASSEMBLY Prevention Characteristics Physical Properties Size of Mainline Max. Working Pressure Hydrostatic Test Press. Temperature Range End Connections Materials Main Valve Body Coating Shut Off Valves Trim Elastomer Discs Spring 21/2", 3, 4", 6", 8" 175 PSI 350 PSI 32° F to 140° F (0° C to 60° C) Flanged ANSI B16.1 Class 125 Ductile iron ASTM A536 Grade 65-45-12 Fusion epoxy coated internal and external AWWA C550-90 OS & Y resilient wedge AWWA C509 gate valves Bronze ASTM B584 Alloy C83600 EPDM Stainless steel Application Non -Health Hazard Fire Sprinkler Systems U.S. Patent No. 4,989,635 MODEL 856 DOUBLE CHECK DETECTOR ASSEMBLY Agency Compliance • ASSE 1048 (horizontal and vertical) • ANSI/AWWA C510-89 • CSA B64.5 • FM • 4", 6" and 8 in Horizontal Configuration ONLY Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. • 4", 6" and 8" ONLY UL Model 856 Flow Curves 15 `ead Loss (PSI, co 10 5 15 y 10 b J -o 5 to `sad Loss (PSI, 15 10 5 SS 856 2'n" and 3" M1■ ■■M■ O■M ■n■■ u■ M■■■ ■■n■ M■n ■M ■■ ■■ M■ M■1 ■■M■ =EOM ■ M■■ ■■M■ M■■■ ■■M■ M ■M ■M■■ ■■M■ MEM, ■■M■MI= OMEN ■■M■ N177 TEEM! q■■. ■uzIT■■B■ n■■■■n■n■n■n■■ WIZ ■.4 ■■n■ MIMEO monis ••••■ • ■■■■■■61111 mmmmm me 0 80 160 240 320 400 GPM 4" and 6" ■M■■ ■■M■ M■M ■M■■ ■ ■M■ M■1■ ■■M■ OEM= ■M■ ■ ■■M■ ■M■■ ■■M■ MOO ■M■■ ■■M■ M■■■ ■■M■ MOM ■M1■ ■■M■ OMNI ■■M■M■M ■M■■ ■■M■ MEMO ■■M■ M■M■M■■■■M■ ■n■■ ■■M■ nun ■M1■ ■■M■ n1■■ ■■M■ OWN= ■n■■ ■■Ai r.J■■n■■■■■r Ll1n■■U■MEM ■■n■ ■■LJ //■1... M ..1111110 0 400 M1■■1M■M M■1■■M■M MI11EMU ME M1■ MOM NZ MOM ■■■■■■■■ p. 800 M MEMO ■■M M■M■■1■M - WWII MUM n1n■■■■n MO OLIO II LIMO 1111 MMMMM LIMO ■■■■■■■■■■■ 1000 ■■■■■■■■■■■■ ■■■1111■■1■■■■ 0 500 1/96 1200 1600 M1■■ ■1M■ M■M M■■■■■NNE M■M I111LIMO MIM I n■1■1■MUMMIES 2000 GPM 8" M■■ ■■M■ M1111M■ n■■■■n■ III ■■■■■■■■■■■■ni ■1■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■ 1500 856.PM5 2000 2500 GPM MODEL 856 VERTICAL INSTALLATION SMITH FIRE SYSTEMS, INC. JOB NO. T3-436 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING B - FIRST FLOOR HYDRAULICALLY MOST DEMANDING AREA DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 628.89 GPM AT 94.15 PSI Job Number: T3-436 HYDRAULIC CALCULATIONS Location: GROUP HEALTH - BUILDING B 1ST FLR TENANT IMPROVEMENT 12501 EAST MARGINAL WAY S. TUKWILA, WA. Job Number: T3-436 Design Area: BLDG B -1ST FLR : HYDRAULICALLY MOST DEMANDING Date: 01/11/01 08:43:46 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1500.00ft2 (Actual 1585.31ft2) Coverage Per Sprinkler: 130.00ft2 Number of Sprinklers Calculated: 18 Hose at Node 13: 250.00 Total Hose Streams: 250.00 Total Water Required: 628.89 Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 969.87ga1 Maximum Velocity Above Ground: 21.18fps between nodes 17 and 12 Maximum Velocity Under Ground: 6.51fps between nodes 2 and 14 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 124.13psi 113.24psi 10.89psi Name of Contractor: SMITH FIRE SYSTEMS Address: 1106 54TH AVENUE E. TACOMA, WA. 98424 Designer: LORIE COLE State Certification/License Number: SMITHFS1360T Authority Having Jurisdiction: TUKWILA Ati 0 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:36 Page 1 Job Number: T3-436 WATER SUPPLY DATA SOURCE STATIC NODE PRESSURE TAG (psi) RESIDUAL FLOW PRESSURE @ (psi) (gpm) AVAILABLE PRESSURE @ (psi) TOTAL DEMAND (gpm) REQUIRED PRESSURE (psi) 1 128.00psi 20.00psi 3800.00 124.13psi 628.89 SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR 113.24psi PRESSURE DENSITY (psi) (gpm/ft2) HOS 13 SPR 127 SPR 108 SPR 113 SPR 117 SPR 120 SPR 122 SPR 124 SPR 118 SPR 126 SPR 110 SPR 115 SPR 119 SPR 121 SPR 123 SPR 125 SPR 128 SPR 111* SPR 116 250.00 21.24 20.42 20.69 20.89 20.90 21.00 21.30 22.59 23.29 22.54 22.54 20.17 20.17 20.27 20.57 21.16 19.50 19.66 * Most demanding sprinkler. 250.00 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 12.4K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 94.14psi 14.38psi 13.30psi 13.65psi 13.92psi 13.93psi 14.06psi 14.47psi 16.27psi 17.30psi 16.20psi 16.20psi 12.97psi 12.97psi 13.11psi 13.50psi 14.28psi 12.13psi 12.32psi 1.92gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.17gpm/ft2 0.18gpm/ft2 0.17gpm/ft2 0.17gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.15gpm/ft2 0.15gpm/ft2 © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:36 Page 2 Job Number: T3-436 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 3 12-7 Tee 51.89psi 74 12-7 Tee 40.32psi 4 12-7 Tee 52.03psi 75 12-7 Tee 40.18psi 5 12-7 Tee 52.45psi 76 12-7 Tee 39.76psi 6 12-7 Tee 53.52psi 77 12-7 Tee 38.69psi 2 -21-0 GateVly=-0.03 113.16psi 22 10-9 Elbow 58.61psi 23 12-7 Elbow 57.69psi 29 10-9 Elbow 52.26psi 30 12-7 Elbow 51.59psi 78 12-7 Tee 37.60psi 7 12-7 Tee 56.48psi 12 12-7 Tee 67.58psi 18 10-9 Elbow 61.65psi 19 12-7 Elbow 60.98psi 37 10-9 Elbow 48.54psi 38 12-7 Elbow 47.62psi 15 2-0 Cross 94.15psi 16 4-6 Tee 92.13psi 17 8-33i 77.71psi 14 2-0 Elbow 100.47psi 8 12-7 Tee 49.86psi 20 10-9 Elbow 45.28psi 21 12-7 Elbow 44.54psi 35 10-9 Elbow 40.08psi 36 12-7 Elbow 39.23psi 79 12-7 Tee 33.44psi 9 12-7 Tee 47.78psi 80 12-7 Tee 29.03psi 27 12-7 Tee 29.10psi 31 12-7 Tee 27.59psi 81 12-7 27.13psi 82 12-7 Tee 27.09psi 32 12-7 Tee 26.28psi 10 12-7 Tee 47.06psi 24 12-7 Tee 36.29psi 33 12-7 Tee 19.71psi 48 12-7 Tee 14.39psi 55 12-7 Tee 13.97psi 61 12-7 Tee 13.87psi 64 12-7 Tee 13.88psi 66 12-7 Tee 14.02psi 68 12-7 Tee 14.46psi 72 12-7 Tee 15.33psi 83 12-7 Tee 25.02psi 34 12-7 Tee 18.58psi 52 12-7 Tee 17.14psi ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:36 Page 3 Job Number: T3-436 56 12-7 Tee 17.13psi 62 12-7 Tee 17.24psi 70 12-7 Tee 18.39psi 84 12-7 22.74psi 85 12-7 Tee 23.96psi 11 12-7 Tee 46.82psi 50 12-7 Tee 13.30psi 59 12-7 Tee 12.93psi 63 12-7 Tee 12.85psi 65 12-7 Tee 12.86psi 67 12-7 Tee 13.00psi 69 12-7 Tee 13.42psi 73 12-7 Tee 14.25psi 86 12-7 Tee 23.60psi 1 -21-0 s,E 113.24psi 628.89 13 2-0 Hose 94.14psi 250.00 127 10-0 K=5.6 14.38psi 21.24 108 10-0 K=5.6 13.30psi 20.42 113 10-0 K=5.6 13.65psi 20.69 117 10-0 K=5.6 13.92psi 20.89 120 10-0 K=5.6 13.93psi 20.90 122 10-0 K=5.6 14.06psi 21.00 124 10-0 K=5.6 14.47psi 21.30 118 10-0 K=5.6 16.27psi 22.59 126 10-0 K=5.6 17.30psi 23.29 110 11-0 K=5.6 16.20psi 22.54 115 11-0 K=5.6 16.20psi 22.54 119 10-0 K=5.6 12.97psi 20.17 121 10-0 K=5.6 12.97psi 20.17 123 10-0 K=5.6 13.11psi 20.27 125 10-0 K=5.6 13.50psi 20.57 128 10-0 K=5.6 14.28psi 21.16 111 10-0 K=5.6 12.13psi 19.50 116 10-0 K=5.6 12.32psi 19.66 k © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:36 Page 4 Job Number: T3-436 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.0490 19.50 7.24fps C=120 0.12418 9-6'i Pf 2.30psi 111 10-0 19.50 5.6K12.13psi K=5.6 9-0 Pe -1.12psi 50 12-7 13.30psi 2E,T 18-6k Pv BL 1.7280 54.26 7.42fps C=120 0.07255 61-511 Pf 5.28psi 50 12-7 13.30psi 11-3 Pe 34 12-7 18.58psi Tee 72-9 Pv CM3 1.7280 82.03 11.22fps C=120 0.15584 7-2k Pf 1.13psi 34 12-7 18.58psi Pe 33 12-7 19.71psi 7-23 Pv CM3 1.7280 139.50 19.08fps C=120 0.41619 4-6 Pf 6.57psi 33 12-7 19.71psi 11-311 Pe 32 12-7 26.28psi Tee. 15-911 Pv CM3 1.7280 93.13 12.74fps C=120 0.19706 45-2 Pf 10.01psi 32 12-7 26.28psi 5-7k Pe 24 12-7 36.29psi Elbow 50-9k Pv CM3 1.7280 46.96 6.43fps C=120 0.05554 166-10k Pf 10.52psi 24 12-7 36.29psi 22-7 Pe 11 12-7 46.82psi 2T 189-5k Pv CM1 2.2030 46.96 3.95fps C=120 0.01702 14-0 Pf 0.24psi 11 12-7 46.82psi Pe 10 12-7 47.06psi 14-0 Pv CM1 2.2030 93.13 7.84fps C=120 0.06039 12-0 Pf 0.72psi 10 12-7 47.06psi Pe 9 12-7 47.78psi 12-0 Pv CM1 2.2030 151.54 12.75fps C=120 0.14864 14-0 Pf 2.08psi 9 12-7 47.78psi Pe 8 12-7 49.86psi 14-0 Pv CM1 2.2030 184.97 15.57fps C=120 0.21493 17-2 Pf 6.62psi 8 12-7 49.86psi 13-7k Pe 7 12-7 56.48psi Tee 30-9k Pv FM 2.7030 327.09 18.29fps C=120 0.22787 39-43 Pf 11.10psi 7 12-7 56.48psi 9-4 Pe 12 12-7 67.58psi Elbow 48-83 Pv FM 2.7030 378.89 21.18fps C=120 0.29910 9-0'1 Pf 8.28psi 12 12-7 67.58psi 18-7k Pe 1.85psi 17 8-3k 77.71psi 2E 27-84i Pv FR 2.7030 378.89 21.18fps C=120 0.29910 3-93, Pf 12.76psi 17 8-3k 77.71psi 38-10k Pe 1.65psi 16 4-6 92.13psi F=-3.25,E,T 42-8 Pv FR 4.3100 378.89 8.33fps C=120 0.03083 2-6 Pf 0.94psi 16 4-6 92.13psi 27-10'1 Pe 1.09psi 15 2-0 94.15psi Cross 30-411 Pv FR 4.3100 628.89 13.83fps C=120 0.07873 2-10 Pf 6.32psi 15 2-0 94.15psi 13-11k Pe 14 2-0 100.47psi B= -5,E 16-9 Pv UG 6.2800 628.89 6.51fps C=140 0.00946 186-71.i Pf 2.72psi 14 2-0 100.47psi 100-10'1 Pe 9.97psi 2 -21-0 113.16psi 2E,T,2G=-0.03 287-5k Pv UG 8.3900 628.89 3.65fps C=140 0.00231 1-0 Pf 0.07psi 2 -21-0 113.16psi 30-611 Pe 1 -21-0 113.24psi s,E 31-6'1 Pv Route 1 DR 1.0490 19.66 7.30fps C=120 0.12603 6-9 Pf 1.73psi 116 10-0 19.66 5.6K12.32psi K=5.6 7-0 Pe -1.12psi 59 12-7 12.93psi E,T 13-9 Pv AL C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 5 Job Number: T3-436 Vd © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 6 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.7280 34.76 4.76fps 0=120 0.03183 11-7;1 11-7'1 Pf 0.37psi Pe Pv 59 12-7 50 12-7 12.93psi 13.30psi Route 2 DR 1.0490 20.17 7.49fps 0=120 0.13214 2-7 5-0 7-7 Pf 1.00psi Pe-1.12psi Pv 119 10-0 63 12-7 20.17 5.6K12.97psi 12.85psi K=5.6 Tee BL 1.7280 15.11 2.07fps 0=120 0.00681 12-4'1 12-4;1 Pf 0.08psi Pe Pv 63 12-7 59 12-7 12.85psi 12.93psi Route 3 DR 1.0490 20.17 7.49fps C=120 0.13220 2-7 5-0 7-7 Pf 1.00psi Pe-1.12psi Pv 121 10-0 65 12-7 20.17 5.6K12.97psi 12.86psi K=5.6 Tee BL 1.7280 25.23 3.45fps 0=120 0.01760 8-0 8-0 Pf 0.14psi Pe Pv 65 12-7 67 12-7 12.86psi 13.00psi BL 1.7280 45.51 6.23fps 0=120 0.05239 8-0 8-0 Pf 0.42psi Pe Pv 67 12-7 69 12-7 13.00psi 13.42psi BL 1.7280 66.08 9.04fps, C=120 0.10446 8-0 8-0 Pf 0.84psi Pe Pv 69 12-7 73 12-7 13.42psi 14.25psi BL 1.7280 87..24 11.93fps C=120 0.17464 42-2;1 11-3'1 53-6 Pf 9.34psi Pe Pv 73 12-7 86 12-7 14.25psi 23.60psi Tee CM2 2.2030 87.24 7.34fps C=120 0.05352 6-9'4 6-9;4 Pf 0.36psi Pe Pv 86 12-7 85 12-7 23.60psi 23.96psi CM2 2.2030 150.42 12.66fps 0=120 0.14662 7-214 7-244 Pf 1.06psi Pe Pv 85 12-7 83 12-7 23.96psi 25.02psi CM2 2.2030 239.39 20.15fps 0=120 0.34635 6-0 6-0 Pf 2.08psi Pe Pv 83 12-7 82 12-7 25.02psi 27.09psi CM2 2.2030 230.35 19.39fps 0=120 0.32254 6-0 6-0 Pf 1.94psi Pe Pv 82 12-7 80 12-7 27.09psi 29.03psi CM2 2.2030 227.36 19.14fps 0=120 0.31483 14-0 14-0 Pf 4.41psi Pe Pv 80 12-7 79 12-7 29.03psi 33.44psi CM2 2.2030 193.93 16.32fps 0=120 0.23458 17-9 17-9 Pf 4.16psi Pe Pv 79 12-7 78 12-7 33.44psi 37.60psi BL 1.7280 51.81 7.09fps 0=120 0.06659 122-2'1 28-244 150-5;4 Pf 10.02psi Pe Pv 78 12-7 38 12-7 37.60psi 47.62psi Tee 3E RN 1.7280 51.81 7.09fps 0=120 0.06659 1-10 1-10 Pf 0.12psi Pe 0.79psi Pv 38 12-7 37 10-9 47.62psi 48.54psi BL 1.7280 51.81 7.09fps 0=120 0.06659 33-3'1 22-7 55-10'4 Pf 3.72psi Pe Pv 37 10-9 29 10-9 48.54psi 52.26psi Elbow 3E RN 1.7280 51.81 7.09fps 0=120 0.06659 1-10 1-10 Pf 0.12psi Pe-0.79psi Pv 29 10-9 30 12-7 52.26psi 51.59psi BL 1.7280 51.81 7.09fps 0=120 0.06659 69-2 22-7 91-8;4 Pf 6.11psi Pe Pv 30 12-7 23 12-7 51.59psi 57.69psi Elbow 3E Vd © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 6 Job Number: T3-436 ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 7 Pipe Type Diameter Flow Velocity WC Frio. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length RN 1.7280 51.81 7.09fps C=120 0.06659 1-10 Pf Pe Pv 0.12psi 0.79psi 23 22 12-7 10-9 57.69psi 58.61psi 1-10 BL 1.7280 51.81 7.09fps C=120 0.06659 23-04 Pf Pe Pv 3.04psi 22 18 10-9 10-9 58.61psi 61.65psi Elbow 3E 22-7 45-73 RN 1.7280 51.81 7.09fps C=120 0.06659 1-10 Pf Pe Pv 0.12psi -0.79psi 18 19 10-9 12-7 61.65psi 60.98psi 1-10 BL 1.7280 51.81 7.09fps C=120 0.06659 82-34 Pf Pe Pv 6.61psi 19 12 12-7 12-7 60.98psi 67.58psi Elbow Tee 16-114 99-24 Route 4 DR 1.0490 20.27 7.53fps C=120 0.13344 2-7 5-0 7-7 Pf Pe Pv 1.01psi -1.12psi 123 67 10-0 12-7 20.27 5.6K13.11psi 13.00psi K=5.6 Tee Route 5 DR 1.0490 20.42 7.58fps C=120 0.13524 7-4 9-0 16-4 Pf Pe Pv 2.21psi -1.12psi 108 48 10-0 12-7 20.42 5.6K13.30psi 14.39psi K=5.6 2E,T BL 1.7280 57.47 7.86fps C=120 0.08068 54-84 11-34 65-114 Pf Pe Pv 5.32psi 48 33 12-7 12-7 14.39psi 19.71psi Tee Route 6 DR 1.0490 20.57 7.64fps C=120 0.13712 2-7 5-0 7-7 Pf Pe Pv 1.04psi -1.12psi 125 69 10-0 12-7 20.57 5.6K13.50psi 13.42psi K=5.6 Tee Route 7 DR 1.0490 20.69 7.68fps C=120 0.13854 3-5 7-0 10-5 Pf Pe Pv 1.44psi -1.12psi 113 55 10-0 12-7 20.69 5.6K13.65psi 13.97psi K=5.6 E,T BL 1.7280 37.05 5.07fps C=120 0.03581 11-74 11-74 Pf Pe Pv 0.42psi 55 48 12-7 12-7 13.97psi 14.39psi Route 8 DR 1.0490 20.89 7.76fps C=120 0.14111 2-7 5-0 7-7 Pf Pe Pv 1.07psi -1.12psi 117 61 10-0 12-7 20.89 5.6K13.92psi 13.87psi K=5.6 Tee BL 1.7280 16.36 2.24fps C=120 0.00790 12-44 12-44 Pf Pe Pv 0.10psi 61 55 12-7 12-7 13.87psi 13.97psi Route 9 DR 1.0490 20.90 7.76fps C=120 0.14116 2-7 5-0 7-7 Pf Pe Pv 1.07psi -1.12psi 120 64 10-0 12-7 20.90 5.6K13.93psi 13.88psi K=5.6 Tee BL 1.7280 25.43 3.48fps C=120 0.01786 8-0 8-0 Pf Pe Pv 0.14psi 64 66 12-7 12-7 13.88psi 14.02psi BL 1.7280 46.43 6.35fps C=120 0.05438 8-0 8-0 Pf Pe Pv 0.44psi 66 68 12-7 12-7 14.02psi 14.46psi BL 1.7280 67.73 9.27fps C=120 0.10934 8-0 8-0 Pf Pe Pv 0.87psi 68 72 12-7 12-7 14.46psi 15.33psi BL 1.7280 88.97 12.17fps C=120 0.18109 42-24 11-34 53-6 Pf Pe Pv 9.69psi 72 83 12-7 12-7 15.33psi 25.02psi Tee Route 10 ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 7 Job Number. T3-436 7-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 8 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge R -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.0490 21.00 7.80fps C=120 0.14241 2-7 Pf Pe Pv 1.08psi -1.12psi 122 66 10-0 12-7 21.00 5.6K14.06psi 14.02psi K=5.6 Tee 5-0 7-7 Route 11 DR 1.0490 21.16 7.86fps C=120 0.14444 2-7 Pf Pe Pv 1.l0psi -1.12psi 128 73 10-0 12-7 21.16 5.6K14.28psi 14.25psi K=5.6 Tee 5-0 7-7 Route 12 DR 1.0490 21.24 7.88fps C=120 0.14540 5-3 9-0 14-3 Pf Pe Pv 2.07psi -1.12psi 127 72 10-0 12-7 21.24 5.6K14.38psi 15.33psi K=5.6 2E,T Route 13 DR 1.0490 21.30 7.91fps C=120 0.14621 2-7 5-0 7-7 Pf Pe Pv 1.11psi -1.12psi 124 68 10-0 12-7 21.30 5.6K14.47psi 14.46psi K=5.6 Tee Route 14 DR 1.0490 22.54 8.37fps C=120 0.16230 3-0 7-0 10-0 Pf Pe Pv 1.62psi -0.69psi 115 56 11-0 12-7 22.54 5.6K16.20psi 17.13psi K=5.6 E,T OR 1.7280 5.23 0.72fps C=120 0.00096 9-0 9-0 Pf Pe Pv 0.Olpsi 56 52 12-7 12-7 17.13psi 17.14psi OR 1.7280 27.77 3.80fps C=120 0.02101 57-34+ 11-3 68-7;4 Pf Pe Pv 1.44psi 52 34 12-7 12-7 17.14psi 18.58psi Tee Route 15 DR 1.0490 22.54 8.37fps C=120 0.16237 3-0 7-0 10-0 Pf Pe Pv 1.62psi -0.69psi 110 52 11-0 12-7 22.54 5.6K16.20psi 17.14psi K=5.6 E,T Route 16 DR 1.0490 22.59 8.38fps C=120 0.16296 5-10 7-0 12-10 Pf Pe Pv 2.09psi -1.12psi 118 62 10-0 12-7 22.59 5.6K16.27psi 17.24psi K=5.6 E,T OR 1.7280 39.89 5.46fps C=120 0.04107 28-0 28-0 Pf Pe Pv 1.15psi 62 70 12-7 12-7 17.24psi 18.39psi OR 1.7280 63.18 8.64fps C=120 0.09614 45-211 45-2'1 Pf Pe Pv 4.35psi 70 84 12-7 12-7 18.39psi 22.74psi OR 1.6100 63.18 9.96fps C=120 0.13568 1-0 8-0 9-0 Pf Pe Pv 1.22psi 84 85 12-7 12-7 22.74psi 23.96psi Tee Route 17 DR 1.0490 23.29 8.65fps C=120 0.17247 5-10 7-0 12-10 Pf Pe Pv 2.21psi -1.12psi 126 70 10-0 12-7 23.29 5.6K17.30psi 18.39psi K=5.6 E,T Route 18 FR 4.3100 250.00 5.50fps C=120 0.01429 0-6 0-6 Pf Pe Pv 0.01psi 13 15 2-0 2-0 250.00 94.14psi 94.15psi Hose Route 19 RN 1.7280 33.43 4.57fps C=120 0.02961 1-10 1-10 Pf Pe Pv 0.05psi 0.79psi 36 35 12-7 10-9 39.23psi 40.08psi BL 1.7280 33.43 4.57fps C=120 0.02961 113-6 62-124 175-7'4 Pf Pe Pv 5.20psi 35 20 10-9 10-9 40.08psi 45.28psi Elbow 6E,2T RN 1.7280 33.43 4.57fps C=120 0.02961 1-10 1-10 Pf Pe Pv 0.05psi -0.79psi 20 21 10-9 12-7 45.28psi 44.54psi 7-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 8 Job Number: T3-436 As, 0 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 9 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.7280 33.43 4.57fps C=120 0.02961 134-6 Pf Pe Pv 5.32psi 21 8 12-7 12-7 44.54psi 49.86psi Elbow 3E,2T 45-2 179-8 Route 20 OR 1.7280 46.38 6.34fps C=120 0.05426 1-6 Pf Pe Pv 1.31psi 32 31 12-7 12-7 26.28psi 27.59psi Tee Tee 22-7 24-03 OR 1.7280 55.42 7.58fps C=120 0.07544 3-1 Pf Pe Pv 1.51psi 31 27 12-7 12-7 27.59psi 29.10psi E,T 16-114 20-04 BL 1.7280 58.41 7.99fps C=120 0.08314 196-53 Pf Pe Pv 18.68psi 27 9 12-7 12-7 29.10psi 47.78psi E,2T 28-23 224-81.1 Route 21 OR 1.7280 17.31 2.37fps C=120 0.00876 12-411 12-411 Pf Pe Pv 0.11psi 56 62 12-7 12-7 17.13psi 17.24psi Route 22 OR 1.7280 9.04 1.24fps C=120 0.00264 151-10% 22-7 174-5% Pf Pe Pv 0.46psi 81 31 12-7 12-7 27.13psi 27.59psi 2T,2Z Route 23 OR 1.6100 9.04 1.42fps C=120 0.00372 1-0 8-0 9-0 Pf Pe Pv 0.03psi 82 81 12-7 12-7 27.09psi 27.13psi Tee Route 24 BL 1.7280 46.16 6.32fps C=120 0.05379 154-10% 45-2 200-0% Pf Pe Pv 10.76psi 24 10 12-7 12-7 36.29psi 47.06psi Tee 4E,T Route 25 CM1 2.2030 142.12 11.96fps C=120 0.13200 8-10 13-7% 22-5% Pf Pe Pv 2.97psi 6 7 12-7 12-7 53.52psi 56.48psi Tee Route 26 CM1 2.2030 69.41 5.84fps C=120 0.03506 12-0 12-0 Pf Pe Pv 0.42psi 4 5 12-7 12-7 52.03psi 52.45psi CM1 2.2030 105.65 8.89fps C=120 0.07627 14-0 14-0 Pf Pe Pv 1.07psi 5 6 12-7 12-7 52.45psi 53.52psi Route 27 CM1 2.2030 34.49 2.90fps C=120 0.00961 14-0 14-0 Pf Pe Pv 0.13psi 3 4 12-7 12-7 51.89psi 52.03psi Route 28 BL 1.7280 2.99 0.41fps C=120 0.00034 160-53 33-1011 194-44 Pf Pe Pv 0.07psi 80 27 12-7 12-7 29.03psi 29.10psi Tee 2T Route 29 BL 1.7280 33.43 4.57fps C=120 0.02961 150-511 45-2 195-711 Pf Pe Pv 5.79psi 79 36 12-7 12-7 33.44psi 39.23psi Tee T,4E Route 30 CM2 2.2030 142.12 11.96fps C=120 0.13200 8-3 8-3 Pf Pe Pv 1.09psi 78 77 12-7 12-7 37.60psi 38.69psi CM2 2.2030 105.65 8.89fps C=120 0.07627 14-0 14-0 Pf Pe Pv 1.07psi 77 76 12-7 12-7 38.69psi 39.76psi As, 0 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 9 Job Number. T3-436 Ati © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 10 Pipe Type Diameter Flow Velocity HWC Frio. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream CM2 2.2030 69.41 5.84fps C=120 0.03506 12-0 12-0 Pf Pe Pv 0.42psi 76 12-7 75 12-7 39.76psi 40.18psi CM2 2.2030 34.49 2.90fps C=120 0.00961 14-0 14-0 Pf Pe Pv 0.13psi 75 12-7 74 12-7 40.18psi 40.32psi BL 1.7280 34.49 4.72fps C=120 0.03137 346-5'1 22-7 369-0'-1 Pf Pe Pv 11.58psi 74 12-7 3 12-7 40.32psi Tee 51.89psi Tee Route 31 BL 1.7280 34.92 4.78fps C=120 0.03210 346-5'1 22-7 369-0'1 Pf Pe Pv 11.85psi 75 12-7 4 12-7 40.18psi Tee 52.03psi Tee Route 32 BL 1.7280 4.53 0.62fps C=120 0.00073 8-0 8-0 Pf Pe Pv 0.01psi 61 12-7 64 12-7 13.87psi 13.88psi Route 33 BL 1.7280 5.06 0.69fps C=120 0.00090 8-0 8-0 Pf Pe Pv 0.01psi 63 12-7 65 12-7 12.85psi 12.86psi Route 34 BL 1.7280 36.47 4.99fps C=120 0.03478 358-5'-1 67-844 426-2k Pf Pe Pv 14.82psi 77 12-7 6 12-7 38.69psi Tee 53.52psi 8E,T Route 35 BL 1.7280 36.24 4.96fps C=120 0.03438 346-5'1 22-7 369-0 Pf Pe Pv 12.69psi 76 12-7 5 12-7 39.76psi Tee 52.45psi Tee Route 36 Units Key Diameter: Elevation: Flow: Discharge: Velocity: Pressure: Length: Friction Loss: HWC: Pt: Pn: Pf: Pe: Pv: Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe Ati © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:37 Page 10 Job Number: T3-436 15 13 120 105 90 60 45 30 15 0 HYDRAULIC GRAPH 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00 @ 20.00psi System Demand: 628.89 @ 113.24psi System Demand with hose streams: 628.89 @ 113.24psi 3200 3600 20.00psi 4000 AL ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:41 Page 11 Static pressure 128.00psi 628.89 . 11:.24psi ystem demand curve - 3800.00 @ a -1•1rmwuuuiui 111111111 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00 @ 20.00psi System Demand: 628.89 @ 113.24psi System Demand with hose streams: 628.89 @ 113.24psi 3200 3600 20.00psi 4000 AL ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:45:41 Page 11 SMITH FIRE SYSTEMS, INC. JOB NO. T3-436 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING B - 1ST FLOOR SHIFTED ONCE TOWARDS CM1 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 612.49 GPM AT 87.38 PSI Job Number: T3-436 HYDRAULIC CALCULATIONS Location: GROUP HEALTH - BUILDING B 1ST FLR TENANT IMPROVEMENT 12501 EAST MARGINAL WAY S. TUKWILA, WA. Job Number: T3-436 Design Area: BLDG B -1ST FLR : SHIFTED ONCE TOWARDS PRIMARY MAIN Date: 01/11/01 08:46:30 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1500.00ft2 (Actual 1509.57ft2) Coverage Per Sprinkler: 130.00ft2 Number of Sprinklers Calculated: 17 Hose at Node 13: 250.00 Total Hose Streams: 250.00 Total Water Required: 612.49 Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 969.87ga1 Maximum Velocity Above Ground: 20.27fps between nodes 17 and 12 Maximum Velocity Under Ground: 6.34fps between nodes 2 and 14 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 124.31psi 106.27psi 18.04psi Name of Contractor: SMITH FIRE SYSTEMS Address: 1106 54TH AVENUE E. TACOMA, WA. 98424 Designer: LORIE COLE State Certification/License Number: SMITHFS1360T Authority Having Jurisdiction: TUKWILA 0 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:43 Page 1 Job Number: T3-436 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESSURE (psi) RESIDUAL FLOW PRESSURE @ (psi) (gpm) AVAILABLE TOTAL PRESSURE @ DEMAND (psi) (gpm) REQUIRED PRESSURE (psi) 1 128.00psi 20.00psi 3800.00 124.31psi 612.49 106.27psi SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE DENSITY (psi) (gpm/ft2) HOS 13 SPR 107 SPR 103 SPR 108 SPR 113 SPR 117 SPR 120 SPR 122 SPR 118 SPR 104 SPR 110 SPR 115 SPR 119 SPR 121 SPR 123 SPR 105 SPR 111* SPR 116 250.00 27.58 20.97 20.31 20.83 21.13 21.27 21.64 21.99 21.73 21.71 21.74 20.50 20.65 21.03 20.01 19.50 19.89 * Most demanding sprinkler. 250.00 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 12.4K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 87.38psi 24.25psi 14.02psi 13.15psi 13.83psi 14.24psi 14.43psi 14.93psi 15.43psi 15.05psi 15.03psi 15.07psi 13.41psi 13.60psi 14.10psi 12.77psi 12.13psi 12.62psi 1.92gpm/ft2 0.21gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.17gpm/ft2 0.17gpm/ft2 0.17gpm/ft2 0.17gpm/ft2 0.17gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.16gpm/ft2 0.15gpm/ft2 0.15gpm/ft2 0.15gpm/ft2 Av C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:43 Page 2 Job Number: T3-436 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 3 12-7 Tee 48.10psi 74 12-7 Tee 37.47psi 4 12-7 Tee 48.22psi 75 12-7 Tee 37.34psi 5 12-7 Tee 48.61psi 76 12-7 Tee 36.96psi 6 12-7 Tee 49.59psi 77 12-7 Tee 35.98psi 2 -21-0 GateVly=-0.03 106.20psi 22 10-9 Elbow 54.36psi 23 12-7 Elbow 53.45psi 29 10-9 Elbow 48.52psi 30 12-7 Elbow 47.83psi 78 12-7 Tee 34.98psi 7 12-7 Tee 52.31psi 12 12-7 Tee 62.55psi 18 10-9 Elbow 57.15psi 19 12-7 Elbow 56.47psi 37 10-9 Elbow 45.10psi 38 12-7 Elbow 44.19psi 15 2-0 Cross 87.38psi 16 4-6 Tee 85.43psi 17 8-3 72.02psi 14 2-0 Elbow 93.64psi 8 12-7 Tee 46.19psi 20 10-9 Elbow 42.07psi 21 12-7 Elbow 41.32psi 35 10-9 Elbow 37.30psi 36 12-7 Elbow 36.46psi 79 12-7 Tee 31.15psi 9 12-7 Tee 44.27psi 80 12-7 Tee 27.10psi 27 12-7 Tee 27.05psi 31 12-7 Tee 25.37psi 47 12-7 Tee 24.92psi 81 12-7 25.36psi 82 12-7 Tee 25.41psi 32 12-7 Tee 24.30psi 10 12-7 Tee 43.59psi 24 12-7 Tee 33.60psi 33 12-7 Tee 18.42psi 42 12-7 Tee 14.38psi 48 12-7 Tee 14.21psi 55 12-7 Tee 14.17psi 61 12-7 Tee 14.21psi 64 12-7 Tee 14.41psi 66 12-7 Tee 14.95psi 83 12-7 Tee 23.87psi 34 12-7 Tee 17.37psi 43 12-7 Tee 15.88psi Ai, C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:43 Page 3 Job Number: T3-436 52 12-7 Tee 15.86psi 56 12-7 Tee 15.91psi 62 12-7 Tee 16.30psi 84 12-7 22.06psi 85 12-7 Tee 23.06psi 11 12-7 Tee 43.37psi 44 12-7 Tee 13.45psi 50 12-7 Tee 13.30psi 59 12-7 Tee 13.27psi 63 12-7 Tee 13.32psi 65 12-7 Tee 13.53psi 67 12-7 Tee 14.07psi 86 12-7 Tee 22.80psi 1 -21-0 s,E 106.27psi 612.49 13 2-0 Hose 87.38psi 250.00 107 10-0 K=5.6 24.25psi 27.58 103 10-0 K=5.6 14.02psi 20.97 108 10-0 K=5.6 13.15psi 20.31 113 10-0 K=5.6 13.83psi 20.83 117 10-0 K=5.6 14.24psi 21.13 120 10-0 K=5.6 14.43psi 21.27 122 10-0 K=5.6 14.93psi 21.64 118 10-0 K=5.6 15.43psi 21.99 104 11-0 K=5.6 15.05psi 21.73 110 11-0 K=5.6 15.03psi 21.71 115 11-0 K=5.6 15.07psi 21.74 119 10-0 K=5.6 13.41psi 20.50 121 10-0 K=5.6 13.60psi 20.65 123 10-0 K=5.6 14.10psi 21.03 105 10-0 K=5.6 12.77psi 20.01 111 10-0 K=5.6 12.13psi 19.50 116 10-0 K=5.6 12.62psi 19.89 ev C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:44 Page 4 Job Number: T3-436 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.0490 19.50 7.24fps C=120 0.12418 9-614 Pf 2.30psi 111 10-0 19.50 5.6K12.13psi K=5.6 9-0 Pe -1.12psi 50 12-7 13.30psi 2E,T 18-614 Pv BL 1.7280 28.55 3.91fps C=120 0.02212 6-411 Pf 0.14psi 50 12-7 13.30psi Pe 44 12-7 13.45psi 6-411 Pv BL 1.7280 48.56 6.64fps C=120 0.05909 55-1 Pf 3.92psi 44 12-7 13.45psi 11-311 Pe 34 12-7 17.37psi Tee 66-411 Pv CM3 1.7280 79.02 10.81fps C=120 0.14543 7-244 Pf 1.05psi 34 12-7 17.37psi Pe 33 12-7 18.42psi 7-244 Pv CM3 1.7280 131.31 17.96fps C=120 0.37213 4-6 Pf 5.88psi 33 12-7 18.42psi 11-331 Pe 32 12-7 24.30psi Tee 15-911 Pv CM3 1.7280 89.49 12.24fps C=120 0.18305 45-2 Pf 9.30psi 32 12-7 24.30psi 5-744 Pe 24 12-7 33.60psi Elbow 50-944 Pv CM3 1.7280 45.13 6.17fps C=120 0.05159 166-1044 Pf 9.78psi 24 12-7 33.60psi 22-7 Pe 11 12-7 43.37psi 2T 189-544 Pv CM1 2.2030 45.13 3.80fps C=120 0.01581 14-0 Pf 0.22psi 11 12-7 43.37psi Pe 10 12-7 43.59psi 14-0 Pv CM1 2.2030 89.49 7.53fps C=120 0.05610 12-0 Pf 0.67psi 10 12-7 43.59psi Pe 9 12-7 44.27psi 12-0 Pv CM1 2.2030 145.38 12.24fps C=120 0.13765 14-0 Pf 1.93psi 9 12-7 44.27psi Pe 8 12-7 46.19psi 14-0 Pv CM1 2.2030 177.26 14.92fps C=120 0.19865 17-2 Pf 6.12psi 8 12-7 46.19psi 13-744 Pe 7 12-7 52.31psi Tee 30-944 Pv FM 2.7030 312.98 17.50fps C=120 0.21002 39-444 Pf 10.23psi 7 12-7 52.31psi 9-4 Pe 12 12-7 62.55psi Elbow 48-844 Pv FM 2.7030 362.49 20.27fps C=120 0.27558 9-01.1 Pf 7.63psi 12 12-7 62.55psi 18-744 Pe 1.85psi 17 8-344 72.02psi 2E 27-814 Pv FR 2.7030 362.49 20.27fps C=120 0.27558 3-944 Pf 11.76psi 17 8-344 72.02psi 38-1014 Pe 1.65psi 16 4-6 85.43psi F=-3,E,T 42-8 Pv FR 4.3100 362.49 7.97fps C=120 0.02841 2-6 Pf 0.86psi 16 4-6 85.43psi 27-1011 Pe 1.09psi 15 2-0 87.38psi Cross 30-411 Pv FR 4.3100 612.49 13.47fps C=120 0.07497 2-10 Pf 6.26psi 15 2-0 87.38psi 13-1114 Pe 14 2-0 93.64psi B= -5,E 16-9 Pv UG 6.2800 612.49 6.34fps C=140 0.00901 186-711 Pf 2.59psi 14 2-0 93.64psi 100-1034 Pe 9.97psi 2 -21-0 106.20psi 2E,T,2G=-0.03 287-544 Pv UG 8.3900 612.49 3.55fps C=140 0.00220 1-0 Pf 0.07psi 2 -21-0 106.20psi 30-611 Pe 1 -21-0 106.27psi s,E 31-611 Pv Route 1 A, © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:44 Page 5 Job Number: T3-436 Aa. 0 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:44 Page 6 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings DR 1.0490 19.89 7.39fps C=120 0.12886 6-9 7-0 13-9 Pf Pe Pv 1.77psi -1.12psi 116 59 10-0 12-7 19.89 5.6K12.62psi 13.27psi K=5.6 E,T BL 1.7280 9.05 1.24fps C=120 0.00264 11-7l 11-7' Pf Pe Pv 0.03psi 59 50 12-7 12-7 13.27psi 13.30psi Route 2 DR 1.0490 20.01 7.43fps C=120 0.13030 6-9 7-0 13-9 Pf Pe Pv 1.79psi -1.12psi 105 44 10-0 12-7 20.01 5.6K12.77psi 13.45psi K=5.6 E,T Route 3 DR 1.0490 20.31 7.54fps C=120 0.13383 7-4 9-0 16-4 Pf Pe Pv 2.19psi -1.12psi 108 48 10-0 12-7 20.31 5.6K13.15psi 14.21psi K=5.6 2E,T BL 1.7280 31.32 4.29fps C=120 0.02625 6-4' 6-41/2 Pf Pe Pv 0.17psi 48 42 12-7 12-7 14.21psi 14.38psi BL 1.7280 52.29 7.15fps C=120 0.06775 48-341 11-31/2 59-744 Pf Pe Pv 4.04psi 42 33 12-7 12-7 14.38psi 18.42psi Tee Route 4 DR 1.0490 20.50 7.61fps C=120 0.13626 2-7 5-0 7-7 Pf Pe Pv 1.03psi -1.12psi 119 63 10-0 12-7 20.50 5.6K13.41psi 13.32psi K=5.6 Tee BL 1.7280 31.35 4.29fps C=120 0.02629 8-0 8-0 Pf Pe Pv 0.21psi 63 65 12-7 12-7 13.32psi 13.53psi BL 1.7280 52.00 7.11fps C=120 0.06706 8-0 8-0 Pf Pe Pv 0.54psi 65 67 12-7 12-7 13.53psi 14.07psi BL 1.7280 73.03 9.99fps C=120 0.12569 58-2' 11-3' 69-6 Pf Pe Pv 8.74psi 67 86 12-7 12-7 14.07psi 22.80psi Tee CM2 2.2030 73.03 6.15fps C=120 0.03852 6-944 6-944 Pf Pe Pv 0.26psi 86 85 12-7 12-7 22.80psi 23.06psi CM2 2.2030 129.75 10.92fps C=120 0.11153 7-244 7-244 Pf Pe Pv 0.81psi 85 83 12-7 12-7 23.06psi 23.87psi CM2 2.2030 203.59 17.14fps C=120 0.25668 6-0 6-0 Pf Pe Pv 1.54psi 83 82 12-7 12-7 23.87psi 25.41psi CM2 2.2030 214.40 18.05fps C=120 0.28244 6-0 6-0 Pf Pe Pv 1.70psi 82 80 12-7 12-7 25.41psi 27.10psi CM2 2.2030 217.11 18.27fps C=120 0.28909 14-0 14-0 Pf Pe Pv 4.05psi 80 79 12-7 12-7 27.10psi 31.15psi CM2 2.2030 185.23 15.59fps C=120 0.21549 17-9 17-9 Pf Pe Pv 3.83psi 79 78 12-7 12-7 31.15psi 34.98psi BL 1.7280 49.51 6.77fps C=120 0.06124 122-2' 28-244 150-534 Pf Pe Pv 9.21psi 78 38 12-7 12-7 34.98psi 44.19psi Tee 3E RN 1.7280 49.51 6.77fps C=120 0.06124 1-10 1-10 Pf Pe Pv 0.11psi 0.79psi 38 37 12-7 10-9 44.19psi 45.10psi BL 1.7280 49.51 6.77fps C=120 0.06124 33-31 22-7 55-1044 Pf Pe Pv 3.42psi 37 29 10-9 10-9 45.10psi 48.52psi Elbow 3E Aa. 0 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:44 Page 6 Job Number: T3-436 -2001, M.E.P.CAD,Inc. 01/11/01 08:46:44 Page 7 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length RN 1.7280 49.51 6.77fps C=120 0.06124 1-10 Pf Pe Pv 0.11psi -0.79psi 29 30 10-9 12-7 48.52psi 47.83psi 1-10 BL 1.7280 49.51 6.77fps C=120 0.06124 69-2 Pf Pe Pv 5.62psi 30 23 12-7 12-7 47.83psi 53.45psi Elbow 3E 22-7 91-841 RN 1.7280 49.51 6.77fps C=120 0.06124 1-10 Pf Pe Pv 0.11psi 0.79psi 23 22 12-7 10-9 53.45psi 54.36psi 1-10 BL 1.7280 49.51 6.77fps C=120 0.06124 23-09 Pf Pe Pv 2.79psi 22 18 10-9 10-9 54.36psi 57.15psi Elbow 3E 22-7 45-73i RN 1.7280 49.51 6.77fps C=120 0.06124 1-10 Pf Pe Pv 0.11psi -0.79psi 18 19 10-9 12-7 57.15psi 56.47psi 1-10 BL 1.7280 49.51 6.77fps C=120 0.06124 82-331 Pf Pe Pv 6.07psi 19 12 12-7 12-7 56.47psi 62.55psi Elbow Tee 16-11k 99-2 Route 5 DR 1.0490 20.65 7.67fps C=120 0.13811 2-7 5-0 7-7 Pf Pe Pv 1.05psi -1.12psi 121 65 10-0 12-7 20.65 5.6K13.60psi 13.53psi K=5.6 Tee Route 6 DR 1.0490 20.83 7.73fps C=120 0.14024 3-5 7-0 10-5 Pf Pe Pv 1.46psi -1.12psi 113 55 10-0 12-7 20.83 5.6K13.83psi 14.17psi K=5.6 E,T BL 1.7280 11.02 1.51fps C=120 0.00380 11-711 11-7 Pf Pe Pv 0.04psi 55 48 12-7 12-7 14.17psi 14.21psi Route 7 DR 1.0490 20.97 7.78fps C=120 0.14205 3-5 7-0 10-5 Pf Pe Pv 1.48psi -1.12psi 103 42 10-0 12-7 20.97 5.6K14.02psi 14.38psi K=5.6 E,T Route 8 DR 1.0490 21.03 7.81fps C=120 0.14281 2-7 5-0 7-7 Pf Pe Pv 1.08psi -1.12psi 123 67 10-0 12-7 21.03 5.6K14.10psi 14.07psi K=5.6 Tee Route 9 DR 1.0490 21.13 7.84fps C=120 0.14404 2-7 5-0 7-7 Pf Pe Pv 1.09psi -1.12psi 117 61 10-0 12-7 21.13 5.6K14.24psi 14.21psi K=5.6 Tee BL 1.7280 30.94 4.23fps C=120 0.02566 8-0 8-0 Pf Pe Pv 0.21psi 61 64 12-7 12-7 14.21psi 14.41psi BL 1.7280 52.21 7.14fps C=120 0.06755 8-0 8-0 Pf Pe Pv 0.54psi 64 66 12-7 12-7 14.41psi 14.95psi BL 1.7280 73.85 10.10fps C=120 0.12830 58-2'1 11-3'1 69-6 Pf Pe Pv 8.92psi 66 83 12-7 12-7 14.95psi 23.87psi Tee Route 10 DR 1.0490 21.27 7.90fps C=120 0.14583 2-7 5-0 7-7 Pf Pe Pv 1.11psi -1.12psi 120 64 10-0 12-7 21.27 5.6K14.43psi 14.41psi K=5.6 Tee Route 11 DR 1.0490 21.64 8.03fps C=120 0.15055 2-7 5-0 7-7 Pf Pe Pv 1.14psi -1.12psi 122 66 10-0 12-7 21.64 5.6K14.93psi 14.95psi K=5.6 Tee Route 12 -2001, M.E.P.CAD,Inc. 01/11/01 08:46:44 Page 7 Job Number: T3-436 7-2001, M.E.P.CAD, Inc. 01/11/01 08:46:44 Page 8 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.0490 21.71 8.06fps C=120 0.15147 3-0 Pf Pe Pv 1.51psi -0.69psi 110 52 11-0 12-7 21.71 5.6K15.03psi 15.86psi K=5.6 E,T 7-0 10-0 OR 1.7280 8.73 1.19fps C=120 0.00247 9-0 Pf Pe Pv 0.02psi 52 43 12-7 12-7 15.86psi 15.88psi 9-0 OR 1.7280 30.46 4.17fps C=120 0.02493 48-34 Pf Pe Pv 1.49psi 43 34 12-7 12-7 15.88psi 17.37psi Tee 11-34 59-74 Route 13 DR 1.0490 21.73 8.07fps C=120 0.15166 3-0 7-0 10-0 Pf Pe Pv 1.52psi -0.69psi 104 43 11-0 12-7 21.73 5.6K15.05psi 15.88psi K=5.6 E,T Route 14 DR 1.0490 21.74 8.07fps C=120 0.15187 3-0 7-0 10-0 Pf Pe Pv 1.52psi -0.69psi 115 56 11-0 12-7 21.74 5.6K15.07psi 15.91psi K=5.6 E,T OR 1.7280 34.72 4.75fps C=120 0.03176 12-44 12-44 Pf Pe Pv 0.39psi 56 62 12-7 12-7 15.91psi 16.30psi OR 1.7280 56.72 7.76fps C=120 0.07873 73-24 73-24 Pf Pe Pv 5.76psi 62 84 12-7 12-7 16.30psi 22.06psi OR 1.6100 56.72 8.94fps C=120 0.11111 1-0 8-0 9-0 Pf Pe Pv 1.00psi 84 85 12-7 12-7 22.06psi 23.06psi Tee Route 15 DR 1.0490 21.99 8.16fps C=120 0.15515 5-10 7-0 12-10 Pf Pe Pv 1.99psi -1.12psi 118 62 10-0 12-7 21.99 5.6K15.43psi 16.30psi K=5.6 E,T Route 16 DR 1.0490 27.58 10.24fps C=120 0.23580 2-7 5-0 7-7 Pf Pe Pv 1.79psi -1.12psi 107 47 10-0 12-7 27.58 5.6K24.25psi 24.92psi K=5.6 Tee OR 1.7280 16.77 2.29fps C=120 0.00827 54-84 54-84 Pf Pe Pv 0.45psi 47 31 12-7 12-7 24.92psi 25.37psi OR 1.7280 58.60 8.02fps C=120 0.08364 3-1 16-114 20-04 Pf Pe Pv 1.68psi 31 27 12-7 12-7 25.37psi 27.05psi E,T BL 1.7280 55.89 7.65fps C=120 0.07662 196-54 28-24 224-84 Pf Pe Pv 17.22psi 27 9 12-7 12-7 27.05psi 44.27psi E,2T Route 17 FR 4.3100 250.00 5.50fps C=120 0.01429 0-6 0-6 Pf Pe Pv 0.01psi 13 15 2-0 2-0 250.00 87.38psi 87.38psi Hose Route 18 RN 1.7280 31.88 4.36fps C=120 0.02712 1-10 1-10 Pf Pe Pv 0.05psi 0.79psi 36 35 12-7 10-9 36.46psi 37.30psi BL 1.7280 31.88 4.36fps C=120 0.02712 113-6 62-14 175-74 Pf Pe Pv 4.76psi 35 20 10-9 10-9 37.30psi 42.07psi Elbow 6E,2T RN 1.7280 31.88 4.36fps C=120 0.02712 1-10 1-10 Pf Pe Pv 0.05psi -0.79psi 20 21 10-9 12-7 42.07psi 41.32psi BL 1.7280 31.88 4.36fps C=120 0.02712 134-6 45-2 179-8 Pf Pe Pv 4.87psi 21 8 12-7 12-7 41.32psi 46.19psi Elbow 3E,2T 7-2001, M.E.P.CAD, Inc. 01/11/01 08:46:44 Page 8 Job Number: T3-436 Route 19 Pipe Type Diameter Flow Velocity HWC Frio. Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Tot. Length Summary OR 1.7280 2.71 0.37fps C=120 0.00028 160-54 Pf 0.06psi 27 12-7 27.05psi Tee 80 12-7 27.10psi 2T 33-101 194-44 Pe Pv Route 20 OR 1.7280 41.83 5.72fps C=120 0.04482 1-6 Pf 1.08psi 32 12-7 24.30psi Tee 31 12-7 25.37psi Tee 22-7 24-04 Pe Pv Route 21 OR 1.7280 10.80 1.48fps C=120 0.00366 97-24 Pf 0.44psi 47 12-7 24.92psi 81 12-7 25.36psi 2T,2Z 22-7 119-94 Pe Pv OR 1.6100 10.80 1.70fps C=120 0.00517 1-0 Pf 0.05psi 81 12-7 25.36psi 82 12-7 25.41psi Tee 8-0 9-0 Pe Pv Route 22 OR 1.7280 12.98 1.78fps C=120 0.00514 9-0 9-0 Pf 0.05psi Pe Pv 52 12-7 15.86psi 56 12-7 15.91psi Route 23 BL 1.7280 44.36 6.07fps C=120 0.04997 154-104 45-2 200-04 Pf 10.00psi Pe Pv 24 12-7 33.60psi Tee 10 12-7 43.59psi 4E,T Route 24 CM1 2.2030 135.72 11.42fps C=120 0.12122 8-10 13-74 22-544 Pf 2.72psi Pe Pv 6 12-7 49.59psi 7 12-7 52.31psi Tee Route 25 CM1 2.2030 66.29 5.58fps C=120 0.03220 12-0 12-0 Pf 0.39psi Pe Pv 4 12-7 48.22psi 5 12-7 48.61psi CM1 2.2030 100.89 8.49fps C=120 0.07004 14-0 14-0 Pf 0.98psi Pe Pv 5 12-7 48.61psi 6 12-7 49.59psi Route 26 CM1 2.2030 32.94 2.77fps C=120 0.00883 14-0 14-0 Pf 0.12psi Pe Pv 3 12-7 48.10psi 4 12-7 48.22psi Route 27 BL 1.7280 31.88 4.36fps C=120 0.02712 150-54 45-2 195-74 Pf 5.31psi Pe Pv 79 12-7 31.15psi Tee 36 12-7 36.46psi T,4E Route 28 CM2 2.2030 135.72 11.42fps C=120 0.12122 8-3 8-3 Pf 1.00psi Pe Pv 78 12-7 34.98psi 77 12-7 35.98psi CM2 2.2030 100.89 8.49fps C=120 0.07004 14-0 14-0 Pf 0.98psi Pe Pv 77 12-7 35.98psi 76 12-7 36.96psi CM2 2.2030 66.29 5.58fps C=120 0.03220 12-0 12-0 Pf 0.39psi Pe Pv 76 12-7 36.96psi 75 12-7 37.34psi CM2 2.2030 32.94 2.77fps C=120 0.00883 14-0 14-0 Pf 0.12psi Pe Pv 75 12-7 37.34psi 74 12-7 37.47psi BL 1.7280 32.94 4.51fps C=120 0.02881 346-54 22-7 369-04 Pf 10.63psi Pe Pv 74 12-7 37.47psi Tee 3 12-7 48.10psi Tee Route 29 ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:44 Page 9 Job Number: T3-436 -2001, M.E.P.CAD, Inc. 01/11/01 08:46:45 Page 10 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.7280 33.35 4.56fps C=120 0.02948 346-54 22-7 369-04 Pf Pe Pv 10.88psi 75 12-7 4 12-7 37.34psi Tee 48.22psi Tee Route 30 BL 1.7280 9.81 1.34fps C=120 0.00306 12-44 12-44 Pf Pe Pv 0.04psi 55 12-7 61 12-7 14.17psi 14.21psi Route 31 BL 1.7280 10.84 1.48fps C=120 0.00369 12-44 12-44 Pf Pe Pv 0.05psi 59 12-7 63 12-7 13.27psi 13.32psi Route 32 BL 1.7280 34.83 4.76fps C=120 0.03194 358-54 67-831 426-24 Pf Pe Pv 13.61psi 77 12-7 6 12-7 35.98psi Tee 49.59psi 8E,T Route 33 BL 1.7280 34.61 4.73fps C=120 0.03157 346-54 22-7 369-04 Pf Pe Pv 11.65psi 76 12-7 5 12-7 36.96psi Tee 48.61psi Tee Route 34 Units Key Diameter: Elevation: Flow: Discharge: Velocity: Pressure: Length: Friction Loss: HWC: Pt: Pn: Pf: Pe: Pv: Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe -2001, M.E.P.CAD, Inc. 01/11/01 08:46:45 Page 10 Job Number: T3-436 1 13 120 105 90 60 45 30 15 0 HYDRAULIC GRAPH 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00 @ 20.00psi System Demand: 612.49 @ 106.27psi System Demand with hose streams: 612.49 @ 106.27psi 3200 3600 20.00psi 4000 A1- m 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:48 Page 11 Static pressure 128.00psi 612.49 © 106. 7psi ystem demand curve 3800.00 @ 11111111111111111111111 111111111 1111111I1 111111 111 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00 @ 20.00psi System Demand: 612.49 @ 106.27psi System Demand with hose streams: 612.49 @ 106.27psi 3200 3600 20.00psi 4000 A1- m 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:46:48 Page 11 SMITH FIRE SYSTEMS, INC. JOB NO. T3-436 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING B - 1ST FLOOR SHIFTED ONCE TOWARDS CM2 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 608.18 GPM AT 86.27 PSI Job Number: T3-436 HYDRAULIC CALCULATIONS Location: GROUP HEALTH - BUILDING B 1ST FLR TENANT IMPROVEMENT 12501 EAST MARGINAL WAY S. TUKWILA, WA. Job Number: T3-436 Design Area: BLDG B -1ST FLR : SHIFTED ONCE TOWARDS SECONDARY MAIN Date: 01/11/01 08:47:23 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1500.00ft2 (Actual 1581.55ft2) Coverage Per Sprinkler: 130.00ft2 Number of Sprinklers Calculated: 17 Hose at Node 13: 250.00 Total Hose Streams: 250.00 Total Water Required: 608.18 Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 969.87gal Maximum Velocity Above Ground: 20.03fps between nodes 17 and 12 Maximum Velocity Under Ground: 6.30fps between nodes 2 and 14 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 124.36psi 105.11psi 19.25psi Name of Contractor: SMITH FIRE SYSTEMS Address: 1106 54TH AVENUE E. TACOMA, WA. 98424 Designer: LORIE COLE State Certification/License Number: SMITHFS1360T Authority Having Jurisdiction: TUKWILA C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:39 Page 1 Job Number: T3-436 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRESSURE @ DEMAND PRESSURE TAG (psi) (psi) (gpm) (psi) (gpm) (psi) 1 128.00psi 20.00psi 3800.00 124.36psi 608.18 105.11psi SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL MINIMUM FLOW FLOW K -FACTOR PRESSURE DENSITY (gpm) (gPm) (psi) (gpm/ft2) HOS 13 250.00 250.00 12.4K 86.26psi 1.92gpm/ft2 SPR 127 21.33 19.50 5.6K 14.51psi 0.16gpm/ft2 SPR 113 21.23 19.50 5.6K 14.37psi 0.16gpm/ft2 SPR 117 21.33 19.50 5.6K 14.51psi 0.16gpm/ft2 SPR 120 21.32 19.50 5.6K 14.50psi 0.16gpm/ft2 SPR 122 21.36 19.50 5.6K 14.55psi 0.16gpm/ft2 SPR 124 21.55 19.50 5.6K 14.81psi 0.17gpm/ft2 SPR 118 22.37 19.50 5.6K 15.96psi 0.17gpm/ft2 SPR 126 22.55 19.50 5.6K 16.21psi 0.17gpm/ft2 SPR 131 22.87 19.50 5.6K 16.68psi 0.18gpm/ft2 SPR 115 22.39 19.50 5.6K 15.99psi 0.17gpm/ft2 SPR 119 19.81 19.50 5.6K 12.52psi 0.15gpm/ft2 SPR 121 19.78 19.50 5.6K 12.48psi 0.15gpm/ft2 SPR 123 19.79 19.50 5.6K 12.49psi 0.15gpm/ft2 SPR 125 19.91 19.50 5.6K 12.64psi 0.15gpm/ft2 SPR 128 20.23 19.50 5.6K 13.05psi 0.16gpm/ft2 SPR 132 20.84 19.50 5.6K 13.85psi 0.16gpm/ft2 SPR 116* 19.50 19.50 5.6K 12.13psi 0.15gpm/ft2 * Most demanding sprinkler. Ati C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:39 Page 2 Job Number: T3-436 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 3 12-7 Tee 47.72psi 74 12-7 Tee 37.24psi 4 12-7 Tee 47.84psi 75 12-7 Tee 37.11psi 5 12-7 Tee 48.22psi 76 12-7 Tee 36.73psi 6 12-7 Tee 49.19psi 77 12-7 Tee 35.77psi 2 -21-0 GateVly=-0.03 105.04psi 22 10-9 Elbow 53.84psi 23 12-7 Elbow 52.94psi 29 10-9 Elbow 48.10psi 30 12-7 Elbow 47.42psi 78 12-7 Tee 34.78psi 7 12-7 Tee 51.87psi 12 12-7 Tee 61.87psi 18 10-9 Elbow 56.59psi 19 12-7 Elbow 55.90psi 37 10-9 Elbow 44.74psi 38 12-7 Elbow 43.83psi 15 2-0 Cross 86.27psi 16 4-6 Tee 84.34psi 17 8-3gi 71.18psi 14 2-0 Elbow 92.51psi 8 12-7 Tee 45.93psi 20 10-9 Elbow 41.84psi 21 12-7 Elbow 41.10psi 35 10-9 Elbow 37.12psi 36 12-7 Elbow 36.28psi 79 12-7 Tee 31.01psi 9 12-7 Tee 44.07psi 80 12-7 Tee 27.02psi 27 12-7 Tee 27.19psi 31 12-7 Tee 25.92psi 81 12-7 25.28psi 82 12-7 Tee 25.24psi 32 12-7 Tee 24.94psi 10 12-7 Tee 43.42psi 24 12-7 Tee 33.85psi 33 12-7 Tee 19.40psi 55 12-7 Tee 14.76psi 61 12-7 Tee 14.50psi 64 12-7 Tee 14.49psi 66 12-7 Tee 14.55psi 68 12-7 Tee 14.82psi 72 12-7 Tee 15.48psi 83 12-7 Tee 23.29psi 34 12-7 Tee 18.37psi 56 12-7 Tee 16.91psi 62 12-7 Tee 16.90psi As © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:40 Page 3 Job Number: T3-436 70 12-7 Tee 17.18psi 88 12-7 Tee 17.70psi 84 12-7 20.97psi 85 12-7 Tee 22.22psi 11 12-7 Tee 43.21psi 59 12-7 Tee 12.71psi 63 12-7 Tee 12.37psi 65 12-7 Tee 12.33psi 67 12-7 Tee 12.34psi 69 12-7 Tee 12.50psi 73 12-7 Tee 12.94psi 89 12-7 Tee 13.80psi 86 12-7 Tee 21.85psi 1 -21-0 s,E 105.11psi 608.18 13 2-0 Hose 86.26psi 250.00 127 10-0 K=5.6 14.51psi 21.33 113 10-0 K=5.6 14.37psi 21.23 117 10-0 K=5.6 14.51psi 21.33 120 10-0 K=5.6 14.50psi 21.32 122 10-0 K=5.6 14.55psi 21.36 124 10-0 K=5.6 14.81psi 21.55 118 10-0 K=5.6 15.96psi 22.37 126 10-0 K=5.6 16.21psi 22.55 131 10-0 K=5.6 16.68psi 22.87 115 11-0 K=5.6 15.99psi 22.39 119 10-0 K=5.6 12.52psi 19.81 121 10-0 K=5.6 12.48psi 19.78 123 10-0 K=5.6 12.49psi 19.79 125 10-0 K=5.6 12.64psi 19.91 128 10-0 K=5.6 13.05psi 20.23 132 10-0 K=5.6 13.85psi 20.84 116 10-0 K=5.6 12.13psi 19.50 & C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:40 Page 4 Job Number: T3-436 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.0490 19.50 7.24fps 0=120 0.12418 6-9 Pf 1.71psi 116 10-0 19.50 5.6K12.13psi K=5.6 7-0 Pe -1.12psi 59 12-7 12.71psi E,T 13-9 Pv BL 1.7280 52.01 7.11fps C=120 0.06707 73-1 Pf 5.66psi 59 12-7 12.71psi 11-3 Pe 34 12-7 18.37psi Tee 84-4'-1 Pv CM3 1.7280 78.22 10.70fps C=120 0.14271 7-2N Pf 1.03psi 34 12-7 18.37psi Pe 33 12-7 19.40psi 7-2N Pv CM3 1.7280 127.12 17.39fps C=120 0.35042 4-6 Pf 5.53psi 33 12-7 19.40psi 11-3'1 Pe 32 12-7 24.94psi Tee 15-9'-1 Pv CM3 1.7280 87.43 11.96fps C=120 0.17533 45-2 Pf 8.91psi 32 12-7 24.94psi 5-7N Pe 24 12-7 33.85psi Elbow 50-9k Pv CM3 1.7280 44.09 6.03fps C=120 0.04942 166-103 Pf 9.36psi 24 12-7 33.85psi 22-7 Pe 11 12-7 43.21psi 2T 189-5N Pv CM1 2.2030 44.09 3.71fps C=120 0.01514 14-0 Pf 0.21psi 11 12-7 43.21psi Pe 10 12-7 43.42psi 14-0 Pv CM1 2.2030 87.43 7.36fps C=120 0.05373 12-0 Pf 0.64psi 10 12-7 43.42psi Pe 9 12-7 44.07psi 12-0 Pv CM1 2.2030 142.72 12.01fps C=120 0.13304 14-0 Pf 1.86psi 9 12-7 44.07psi Pe 8 12-7 45.93psi 14-0 Pv CM1 2.2030 174.46 14.68fps C=120 0.19289 17-2 Pf 5.94psi 8 12-7 45.93psi 13-7k, Pe 7 12-7 51.87psi Tee 30-9N Pv FM 2.7030 309.13 17.28fps C=120 0.20528 39-4N Pf 10.00psi 7 12-7 51.87psi 9-4 Pe 12 12-7 61.87psi Elbow 48-8NN, Pv FM 2.7030 358.18 20.03fps C=120 0.26956 9-0'1 Pf 7.46psi 12 12-7 61.87psi 18-7N Pe 1.85psi 17 8-3k 71.18psi 2E 27-8k Pv FR 2.7030 358.18 20.03fps C=120 0.26956 3-9N Pf 11.50psi 17 8-3N 71.18psi 38-10'k Pe 1.65psi 16 4-6 84.34psi F=-2.93,E,T 42-8 Pv FR 4.3100 358.18 7.88fps C=120 0.02779 2-6 Pf 0.84psi 16 4-6 84.34psi 27-10;1 Pe 1.09psi 15 2-0 86.27psi Cross 30-4'1 Pv FR 4.3100 608.18 13.37fps 0=120 0.07400 2-10 Pf 6.24psi 15 2-0 86.27psi 13-11k Pe 14 2-0 92.51psi B= -5,E 16-9 Pv UG 6.2800 608.18 6.30fps C=140 0.00890 186-7;1 Pf 2.56psi 14 2-0 92.51psi 100-10k Pe 9.97psi 2 -21-0 105.04psi 2E,T,2G=-0.03 287-5N Pv UG 8.3900 608.18 3.53fps C=140 0.00217 1-0 Pf 0.07psi 2 -21-0 105.04psi 30-6'1 Pe 1 -21-0 105.11psi s,E 31-6'1 Pv Route 1 DR 1.0490 19.78 7.34fps 0=120 0.12753 2-7 Pf 0.97psi 121 10-0 19.78 5.6K12.48psi K=5.6 5-0 Pe -1.12psi 65 12-7 12.33psi Tee 7-7 Pv -LV V 1 , M.C.r.I;AU, Inc. 01/11/01 08:47:40 Page 5 Job Number: T3-436 Pipe Type Diameter Flow Velocity HWC Fric. Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.7280 12.69 1.74fps C=120 0.00494 65 12-7 12.33psi 63 12-7 12.37psi Length Eq. Length Tot. Length 8-0 8-0 Pressure Summary Pf 0.04psi Pe Pv BL 1.7280 32.51 4.45fps C=120 0.02811 63 12-7 12.37psi 59 12-7 12.71psi 12-4% 12-4; Pf 0.35psi Pe Pv Route 2 DR 1.0490 19.79 7.35fps C=120 0.12764 123 10-0 19.79 5.6K12.49psi K=5.6 67 12-7 12.34psi Tee 2-7 5-0 7-7 Pf 0.97psi Pe-1.12psi Pv BL 1.7280 26.88 3.68fps C=120 0.01978 67 12-7 12.34psi 69 12-7 12.50psi 8-0 8-0 Pf 0.16psi Pe Pv BL 1.7280 46.79 6.40fps C=120 0.05516 69 12-7 12.50psi 73 12-7 12.94psi 8-0 8-0 Pf 0.44psi Pe Pv BL 1.7280 67.02 9.17fps C=120 0.10723 73 12-7 12.94psi 89 12-7 13.80psi 8-0 8-0 Pf 0.86psi Pe Pv BL 1.7280 87.86 12.02fps C=120 0.17696 89 12-7 13.80psi 86 12-7 21.85psi Tee 34-2; 11-3% 45-6 Pf 8.05psi Pe Pv CM2 2.2030 87.86 7.40fps C=120 0.05423 86 12-7 21.85psi 85 12-7 22.22psi 6-9'4 6-9' Pf 0.37psi Pe Pv CM2 2.2030 151.83 12.78fps C=120 0.14918 85 12-7 22.22psi 83 12-7 23.29psi CM2 7-244 7-241 Pf 1.08psi Pe Pv 2.2030 231.06 19.45fps C=120 0.32439 83 12-7 23.29psi 82 12-7 25.24psi CM2 6-0 6-0 Pf 1.94psi Pe Pv 2.2030 220.32 18.54fps C=120 0.29705 82 12-7 25.24psi 80 12-7 27.02psi CM2 6-0 6-0 Pf 1.78psi Pe Pv 2.2030 215.46 18.14fps C=120 0.28503 80 12-7 27.02psi 79 12-7 31.01psi CM2 14-0 14-0 Pf 3.99psi Pe Pv 2.2030 183.72 15.46fps C=120 0.21226 79 12-7 31.01psi 78 12-7 34.78psi 17-9 17-9 Pf 3.77psi Pe Pv BL 1.7280 49.05 6.71fps C=120 0.06018 78 12-7 34.78psi Tee 38 12-7 43.83psi 3E 122-2% 28-244 150-5'4 Pf 9.05psi Pe Pv RN 1.7280 49.05 6.71fps C=120 0.06018 38 12-7 43.83psi 37 10-9 44.74psi 1-10 1-10 Pf 0.11psi Pe 0.79psi Pv BL 1.7280 49.05 6.71fps C=120 0.06018 37 10-9 44.74psi Elbow 29 10-9 48.10psi 3E 33-3% 22-7 55-10'i Pf 3.36psi Pe Pv RN 1.7280 49.05 6.71fps C=120 0.06018 29 10-9 48.10psi 30 12-7 47.42psi 1-10 1-10 Pf 0.11psi Pe-0.79psi Pv BL 1.7280 49.05 6.71fps C=120 0.06018 30 12-7 47.42psi Elbow 23 12-7 52.94psi 3E 69-2 22-7 91-8 Pf 5.52psi Pe Pv RN 1.7280 49.05 6.71fps C=120 0.06018 23 12-7 52.94psi 22 10-9 53.84psi 1-10 1-10 Pf 0.11psi Pe 0.79psi Pv 14,01997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:40 Page 6 Job Number: T3-436 C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:40 Page 7 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.7280 49.05 6.71fps C=120 0.06018 23-03i Pf Pe Pv 2.75psi 22 18 10-9 10-9 53.84psi 56.59psi Elbow 3E 22-7 45-744 RN 1.7280 49.05 6.71fps C=120 0.06018 1-10 Pf Pe Pv 0.11psi -0.79psi 18 19 10-9 12-7 56.59psi 55.90psi 1-10 BL 1.7280 49.05 6.71fps C=120 0.06018 82-3 Pf Pe Pv 5.97psi 19 12 12-7 12-7 55.90psi 61.87psi Elbow Tee 16-11'4 99-2'-1 Route 3 DR 1.0490 19.81 7.35fps C=120 0.12787 • 2-7 5-0 7-7 Pf Pe Pv 0.97psi -1.12psi 119 63 10-0 12-7 19.81 5.6K12.52psi 12.37psi K=5.6 Tee Route 4 DR 1.0490 19.91 7.39fps C=120 0.12904 2-7 5-0 7-7 Pf Pe Pv 0.98psi -1.12psi 125 69 10-0 12-7 19.91 5.6K12.64psi 12.50psi K=5.6 Tee Route 5 DR 1.0490 20.23 7.51fps C=120 0.13292 2-7 5-0 7-7 Pf Pe Pv 1.01psi -1.12psi 128 73 10-0 12-7 20.23 5.6K13.05psi 12.94psi K=5.6 Tee Route 6 DR 1.0490 20.84 7.74fps C=120 0.14045 2-7 5-0 7-7 Pf Pe Pv 1.07psi -1.12psi 132 89 10-0 12-7 20.84 5.6K13.85psi 13.80psi K=5.6 Tee Route 7 DR 1.0490 21.23 7.88fps C=120 0.14529 3-5 7-0 10-5 Pf Pe Pv 1.51psi -1.12psi 113 55 10-0 12-7 21.23 5.6K14.37psi 14.76psi K=5.6 E,T BL 1.7280 48.90 6.69fps C=120 0.05984 66-334 11-3'4 77-7'4 Pf Pe Pv 4.64psi 55 33 12-7 12-7 14.76psi 19.40psi Tee Route 8 DR 1.0490 21.32 7.92fps C=120 0.14652 2-7 5-0 7-7 Pf Pe Pv 1.11psi -1.12psi 120 64 10-0 12-7 21.32 5.6K14.50psi 14.49psi K=5.6 Tee BL 1.7280 6.34 0.87fps C=120 0.00137 8-0 8-0 Pf Pe Pv 0.01psi 64 61 12-7 12-7 14.49psi 14.50psi BL 1.7280 27.67 3.79fps C=120 0.02087 12-4 12-4'4 Pf Pe Pv 0.26psi 61 55 12-7 12-7 14.50psi 14.76psi Route 9 DR 1.0490 21.33 7.92fps C=120 0.14660 5-3 9-0 14-3 Pf Pe Pv 2.09psi -1.12psi 127 72 10-0 12-7 21.33 5.6K14.51psi 15.48psi K=5.6 2E,T BL 1.7280 79.23 10.84fps C=120 0.14614 42-2'4 11-3 53-6 Pf Pe Pv 7.82psi 72 83 12-7 12-7 15.48psi 23.29psi Tee Route 10 DR 1.0490 21.33 7.92fps C=120 0.14662 2-7 5-0 7-7 Pf Pe Pv 1.11psi -1.12psi 117 61 10-0 12-7 21.33 5.6K14.51psi 14.50psi K=5.6 Tee Route 11 DR 1.0490 21.36 7.93fps C=120 0.14699 2-7 5-0 7-7 Pf Pe Pv 1.11psi -1.12psi 122 66 10-0 12-7 21.36 5.6K14.55psi 14.55psi K=5.6 Tee BL 1.7280 36.35 4.97fps C=120 0.03457 8-0 8-0 Pf Pe Pv 0.28psi 66 68 12-7 12-7 14.55psi 14.82psi C 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:40 Page 7 Job Number: T3-436 -2001, M.E.P.CAD, Inc. 01/11/01 08:47:41 Page 8 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.7280 57.90 7.92fps C=120 0.08180 8-0 Pf Pe Pv 0.65psi 68 72 12-7 12-7 14.82psi 15.48psi 8-0 Route 12 DR 1.0490 21.55 8.00fps C=120 0.14941 2-7 Pf Pe Pv 1.13psi -1.12psi 124 68 10-0 12-7 21.55 5.6K14.81psi 14.82psi K=5.6 Tee 5-0 7-7 Route 13 DR 1.0490 22.37 8.31fps C=120 0.16014 5-10 Pf Pe Pv 2.06psi -1.12psi 118 62 10-0 12-7 22.37 5.6K15.96psi 16.90psi K=5.6 E,T 7-0 12-10 OR 1.7280 3.82 0.52fps C=120 0.00054 12-4' Pf Pe Pv 0.01psi 62 56 12-7 12-7 16.90psi 16.91psi 12-4'1 OR 1.7280 26.22 3.59fps C=120 0.01889 66-3% 11-3'-1 77-7% Pf Pe Pv 1.47psi 56 34 12-7 12-7 16.91psi 18.37psi Tee Route 14 DR 1.0490 22.39 8.31fps C=120 0.16038 3-0 7-0 10-0 Pf Pe Pv 1.60psi -0.69psi 115 56 11-0 12-7 22.39 5.6K15.99psi 16.91psi K=5.6 E,T Route 15 DR 1.0490 22.55 8.37fps C=120 0.16245 5-10 7-0 12-10 Pf Pe Pv 2.09psi -1.12psi 126 70 10-0 12-7 22.55 5.6K16.21psi 17.18psi K=5.6 E,T OR 1.7280 41.10 5.62fps C=120 0.04339 12-0 12-0 Pf Pe Pv 0.52psi 70 88 12-7 12-7 17.18psi 17.70psi OR 1.7280 63.97 8.75fps C=120 0.09837 33-2'1 33-2'1 Pf Pe Pv 3.27psi 88 84 12-7 12-7 17.70psi 20.97psi OR 1.6100 63.97 10.08fps C=120 0.13882 1-0 8-0 9-0 Pf Pe Pv 1.25psi 84 85 12-7 12-7 20.97psi 22.22psi Tee Route 16 DR 1.0490 22.87 8.49fps C=120 0.16676 5-10 7-0 12-10 Pf Pe Pv 2.14psi -1.12psi 131 88 10-0 12-7 22.87 5.6K16.68psi 17.70psi K=5.6 E,T Route 17 FR 4.3100 250.00 5.50fps C=120 0.01429 0-6 0-6 Pf Pe Pv 0.Olpsi 13 15 2-0 2-0 250.00 86.26psi 86.27psi Hose Route 18 RN 1.7280 31.74 4.34fps C=120 0.02690 1-10 1-10 Pf Pe Pv 0.05psi 0.79psi 36 35 12-7 10-9 36.28psi 37.12psi BL 1.7280 31.74 4.34fps C=120 0.02690 113-6 62-1'.i 175-7' Pf Pe Pv 4.72psi 35 20 10-9 10-9 37.12psi 41.84psi Elbow 6E,2T RN 1.7280 31.74 4.34fps C=120 0.02690 1-10 1-10 Pf Pe Pv 0.05psi -0.79psi 20 21 10-9 12-7 41.84psi 41.10psi BL 1.7280 31.74 4.34fps C=120 0.02690 134-6 45-2 179-8 Pf Pe Pv 4.83psi 21 8 12-7 12-7 41.10psi 45.93psi Elbow 3E,2T Route 19 OR 1.7280 39.69 5.43fps C=120 0.04068 1-6 22-7 24-0% Pf Pe Pv 0.98psi 32 31 12-7 12-7 24.94psi 25.92psi Tee Tee -2001, M.E.P.CAD, Inc. 01/11/01 08:47:41 Page 8 Job Number: T3-436 © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:41 Page 9 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length OR 1.7280 50.43 6.90fps C=120 0.06336 3-1 Pf Pe Pv 1.27psi 31 27 12-7 12-7 25.92psi 27.19psi E,T 16-1144 20-044 BL 1.7280 55.30 7.56fps C=120 0.07513 196-544 Pf Pe Pv 16.88psi 27 9 12-7 12-7 27.19psi 44.07psi E,2T 28-244 224-841 Route 20 OR 1.7280 18.55 2.54fps C=120 0.00996 28-0 28-0 Pf Pe Pv 0.28psi 62 70 12-7 12-7 16.90psi 17.18psi Route 21 OR 1.7280 10.74 1.47fps C=120 0.00363 151-1044 22-7 174-544 Pf Pe Pv 0.63psi 81 31 12-7 12-7 25.28psi 25.92psi 2T,2Z Route 22 OR 1.6100 10.74 1.69fps C=120 0.00512 1-0 8-0 9-0 Pf Pe Pv 0.05psi 82 81 12-7 12-7 25.24psi 25.28psi Tee Route 23 BL 1.7280 43.34 5.93fps C=120 0.04786 154-1044 45-2 200-044 Pf Pe Pv 9.58psi 24 10 12-7 12-7 33.85psi 43.42psi Tee 4E,T Route 24 CM1 2.2030 134.67 11.34fps C=120 0.11950 8-10 13-744 22-544 Pf Pe Pv 2.69psi 6 7 12-7 12-7 49.19psi 51.87psi Tee Route 25 CM1 2.2030 65.77 5.54fps C=120 0.03174 12-0 12-0 Pf Pe Pv 0.38psi 4 5 12-7 12-7 47.84psi 48.22psi CM1 2.2030 100.12 8.43fps C=120 0.06904 14-0 14-0 Pf Pe Pv 0.97psi 5 6 12-7 12-7 48.22psi 49.19psi Route 26 CM1 2.2030 32.68 2.75fps C=120 0.00870 14-0 14-0 Pf Pe Pv 0.12psi 3 4 12-7 12-7 47.72psi 47.84psi Route 27 BL 1.7280 4.86 0.67fps C=120 0.00084 160-544 33-1041 194-444 Pf Pe Pv 0.16psi 80 27 12-7 12-7 27.02psi 27.19psi Tee 2T Route 28 BL 1.7280 31.74 4.34fps C=120 0.02690 150-541 45-2 195-741 Pf Pe Pv 5.26psi 79 36 12-7 12-7 31.01psi 36.28psi Tee T,4E Route 29 CM2 2.2030 134.67 11.34fps C=120 0.11950 8-3 8-3 Pf Pe Pv 0.99psi 78 77 12-7 12-7 34.78psi 35.77psi CM2 2.2030 100.12 8.43fps C=120 0.06904 14-0 14-0 Pf Pe Pv 0.97psi 77 76 12-7 12-7 35.77psi 36.73psi CM2 2.2030 65.77 5.54fps C=120 0.03174 12-0 12-0 Pf Pe Pv 0.38psi 76 75 12-7 12-7 36.73psi 37.11psi CM2 2.2030 32.68 2.75fps C=120 0.00870 14-0 14-0 Pf Pe Pv 0.12psi 75 74 12-7 12-7 37.11psi 37.24psi © 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:41 Page 9 Job Number T3-436 -2001, M.E.P.CAD, Inc. 01/11/01 08:47:41 Page 10 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.7280 32.68 4.47fps C=120 0.02840 346-5'1 22-7 369-0 Pf Pe Pv 10.48psi 74 12-7 3 12-7 37.24psi Tee 47.72psi Tee Route 30 BL 1.7280 33.09 4.53fps C=120 0.02906 346-5'1 22-7 369-0 Pf Pe Pv 10.72psi 75 12-7 4 12-7 37.11psi Tee 47.84psi Tee Route 31 BL 1.7280 14.99 2.05fps C=120 0.00671 8-0 8-0 Pf Pe Pv 0.05psi 64 12-7 66 12-7 14.49psi 14.55psi Route 32 BL 1.7280 7.09 0.97fps C=120 0.00168 8-0 8-0 Pf Pe Pv 0.01psi 65 12-7 67 12-7 12.33psi 12.34psi Route 33 BL 1.7280 34.56 4.73fps C=120 0.03149 358-5'1 67-834 426-2'1 Pf Pe Pv 13.42psi 77 12-7 6 12-7 35.77psi Tee 49.19psi 8E,T Route 34 BL 1.7280 34.34 4.70fps C=120 0.03112 346-5'1 22-7 369-0 Pf Pe Pv 11.49psi 76 12-7 5 12-7 36.73psi Tee 48.22psi Tee Route 35 Units Key Diameter: Elevation: Flow: Discharge: Velocity: Pressure: Length: Friction Loss: HWC: Pt: Pn: Pf: Pe: Pv: Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe -2001, M.E.P.CAD, Inc. 01/11/01 08:47:41 Page 10 Job Number: T3-436 15 1 12 10 90 y. Q m 75 in U) N d a` 60 45 30 15 0 HYDRAULIC GRAPH 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00 @ 20.00psi System Demand: 608.18 @ 105.11psi System Demand with hose streams: 608.18 @ 105.11psi 3200 3600 20.00psi 4000 e+. ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:44 Page 11 Static pressure 128.00psi • 608.1: @ 10 . 1psi ystem demand curve 1 3800.00 @ mm11111111111 i 111111111 $11111 1- 1! 1 1 1 1 1 1 1 I I I I I I I I I 8 1 1 1!!!! 1 1 1 1 1 1 1 1 1 I I I I I 1 I I 1 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00 @ 20.00psi System Demand: 608.18 @ 105.11psi System Demand with hose streams: 608.18 @ 105.11psi 3200 3600 20.00psi 4000 e+. ® 1997-2001, M.E.P.CAD, Inc. 01/11/01 08:47:44 Page 11 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME GHC ADMIN OPC CENTER JOB NO. T1-619 2ND FLOOR T.I. DATE 4/2302 ADDRESS 12501 EAST MARGINAL WAY SOUTH BY J. PETTIS TUKWILA, WA. SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: OFFICE HAZARD CLASS PER NFPA 13 : ORDINARY HAZARD - GROUP 1 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM IN -RACK SPRINKLER DEMAND 0 GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: CONNECTION TO CITY MAIN TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 428 "C" FACTOR UNDERGROUND : 140 130 SQUARE FEET FIFR TEMPERATURE: 155 ° F 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 128 PSI RESIDUAL 20 PSI FLOW 3800 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: APPROXIMATELY 21 FT. BELOW BLDG. FINISHED FLR. MARK PARSONS, TUKWILA WATER DIST. #125 HYDRAULIC ANALYSIS ALONG EAST MARGINAL WAY & 124TH ST. BASE OF RISER DEMAND 296.76 GPM REQUIRED AT 26.38 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 546.76 GPM REQUIRED AT 51.12 PSI AT CONNECTION TO CITY WATER MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) H c LL 0 0 N Q CC w3 I- J W Z U C7 0 cc 0� zF-- �(1) Qw r 0 0 2 0 r w u) Z Q 0 O 0 Q TT ' UPPY D ir1 ifftalilateeti CO N T 0 CO 0 N -J D O N w CC Z O LL EaLuauzzolam [41.114A1■]4MIZII QN cc N w 0 in cc a0 a co co 2 N c7 ¢0 �i Y Y'LK'L` L` I.4•i I LsL` N NQ co 115 O. x O Q2 a 20 a.toN CO coo J U z I • C_ i I I ■ MN MEE MAN 1 I T ■ ■ ■ ■ ■ ■ I ■ I �1:771117111:1711111111111:1: C' c c ISd NI 31if1SSMld ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1111111111111111111 s— c c c 0 0 O) co U) 0) N 0 Job Number: T1-619 HYDRAULIC CALCULATIONS Location: GHC ADMIN OPC CENTER 2ND FLOOR T.I. TUKWILA, WA. Job Number: T1-619 Design Area: HYDRAULICALLY MOST DEMANDING Date: 04/23/02 11:01:59 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1500ft2 (Actual 1614ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 18 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 546.76gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1657.03gal Maximum Velocity Above Ground: 7.97fps between nodes 30 and 35 Maximum Velocity Under Ground: 3.07fps between nodes 5 and 13 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.01psi 51.12psi 73.89psi Name of Contractor: SMITH FIRE SYSTEMS, INC Address: 1106 54TH AVENUE EAST TACOMA, WA. 98424 Designer: J. PETTIS State Certification/License Number: Authority Having Jurisdiction: TUKWILA ® 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 1 Job Number: T1-619 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESSURE (psi) RESIDUAL FLOW PRESSURE @ (psi) (gPm) AVAILABLE PRESSURE @ (psi) TOTAL DEMAND (gpm) REQUIRED PRESSURE (psi) 1 128.00psi 20.00psi 3800.00gpm 125.01psi 546.76gpm SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) 51.12psi SPR 101 SPR 105 SPR 102 SPR 107 SPR 110 SPR 114 SPR 104 SPR 106 SPR 109 SPR 112* SPR 115 SPR 117 SPR 108 SPR 103 SPR 111 SPR 113 SPR 116 SPR 118 18.88gpm 14.99gpm 18.66gpm 15.00gpm 15.04gpm 15.24gpm 19.35gpm 19.29gpm 15.34gpm 14.82gpm 14.86gpm 15.09gpm 19.00gpm 19.23gpm 15.44gpm 15.44gpm 15.47gpm 15.63gpm * Most demanding sprinkler. 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 11.37psi 7.16psi 11.10psi 7.17psi 7.22psi 7.40psi 11.94psi 11.86psi 7.51psi 7.00psi 7.04psi 7.26psi 11.52psi 11.79psi 7.60psi 7.60psi 7.63psi 7.79psi C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 2 Job Number: T1-619 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 31 27-34 Tee 20.98psi 62 27-34 Tee 16.51psi 29 27-34 Tee 20.98psi 60 27-34 Tee 16.51psi 27 27-34 Tee 20.99psi 58 27-34 Tee 16.48psi 25 27-34 Tee 21.00psi 57 27-34 Tee 16.45psi 24 27-34 Tee 21.01psi 55 27-34 Tee 16.41psi 4 -20-54 Tee 51.12psi 5 -20-54 GateVly=-0.01 51.08psi 22 27-34 Tee 21.13psi 15 17-8' 2F=-0 33 26.38psi 17 19-24 Cross 25.70psi 18 20-84 Cross 25.03psi 19 21-04 24.88psi 926 13-6 Elbow 29.57psi 13 2-6 Elbow 40.43psi 23 27-34 Tee 20.78psi 21 27-34 Tee 20.05psi 32 25-9 Tee 20.32psi 52 25-9 Tee 18.08psi 53 27-34 Tee 16.94psi 54 27-34 Tee 16.15psi 26 27-34 Tee 20.68psi 56 27-34 Tee 15.95psi 33 27-34 Tee 7.10psi 34 27-34 Tee 6.84psi 37 27-34 Tee 6.74psi 40 27-34 Tee 6.74psi 44 27-34 Tee 6.78psi 47 27-34 Tee 6.98psi 28 27-34 Tee 20.64psi 36 27-34 Tee 7.85psi 59 27-34 Tee 15.87psi 39 27-34 Tee 7.08psi 41 27-34 Tee 7.22psi 42 27-34 Tee 7.09psi 45 27-34 Tee 7.09psi 48 27-34 Tee 7.14psi 50 27-34 Tee 7.36psi 30 27-34 Tee 20.62psi 35 27-34 Tee 7.76psi 38 27-34 Tee 7.48psi 61 27-34 Tee 15.84psi 43 27-34 Tee 7.20psi 46 27-34 Cross 7.19psi 49 27-34 Tee 7.23psi 51 27-34 Tee 7.40psi C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 3 Job Number: T1-619 1 -20-511 Source 101 10-0 K=5.6 105 23-6 K=5.6 102 10-0 K=5.6 107 25-0 K=5.6 110 25-0 K=5.6 114 25-0 K=5.6 104 10-0 K=5.6 106 10-0 K=5.6 109 25-0 K=5.6 112 26-6 K=5.6 115 26-6 K=5.6 117 26-6 K=5.6 108 10-0 K=5.6 103 10-0 K=5.6 111 25-0 K=5.6 113 25-0 K=5.6 116 25-0 K=5.6 118 25-0 K=5.6 51.12psi 296.76gpm 11.37psi 7.16psi 11.10psi 7.17psi 7.22psi 7.40psi 11.94psi 11.86psi 7.51psi 7.00psi 7.04psi 7.26psi 11.52psi 11.79psi 7.60psi 7.60psi 7.63psi 7.79psi 18.88gpm 14.99gpm 18.66gpm 15.00gpm 15.04gpm 15.24gpm 19.35gpm 19.29gpm 15.34gpm 14.82gpm 14.86gpm 15.09gpm 19.00gpm 19.23gpm 15.44gpm 15.44gpm 15.47gpm 15.63gpm 0 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 4 Job Number: T1-619 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq,. Length Tot. Length DR 1.049 14.82gpm 5.50fps C=120 0.07470 0-94 Pf 0.43psi 112 26-6 14.82gpm 5.6K 7.00psi K=5.6 5-0 Pe -0.34psi 45 27-34 7.09psi Tee 5-94 Pv BL 1.728 2.70gpm 0.37fps C=120 0.00028 11-44 Pf 0.00psi 45 27-34 7.09psi Pe 42 27-34 7.09psi 11-44 Pv BL 1.728 18.05gpm 2.47fps C=120 0.00946 2-3 Pf 0.13psi 42 27-34 7.09psi 11-34 Pe 41 27-34 7.22psi Tee 13-64 Pv BL 1.728 37.33gpm 5.11fps C=120 0.03632 11-84 Pf 0.63psi 41 27-34 7.22psi 5-74 Pe 36 27-34 7.85psi Elbow 17-44 Pv BL 1.728 56.69gpm 7.75fps C=120 0.07866 151-3 Pf 12.79psi 36 27-34 7.85psi 11-34 Pe 28 27-34 20.64psi Tee 162-64 Pv CM1 4.31 114.95gpm 2.53fps C=120 0.00339 12-0 Pf 0.04psi 28 27-34 20.64psi Pe 26 27-34 20.68psi 12-0 Pv CM1 4.31 170.91gpm 3.76fps C=120 0.00707 14-0 Pf 0.l0psi 26 27-34 20.68psi Pe 23 27-34 20.78psi 14-0 Pv CM1 4.31 193.09gpm 4.25fps C=120 0.00886 11-5 Pf 0.35psi 23 27-34 20.78psi 27-104 Pe 22 27-34 21.13psi Tee 39-34 Pv FM 4.31 296.76gpm 6.53fps C=120 0.01962 39-54 Pf 1.05psi 22 27-34 21.13psi 13-11 Pe 2.71psi 19 21-04 24.88psi Elbow 53-5 Pv FR 4.31 296.76gpm 6.53fps C=120 0.01962 0-4 Pf 0.01psi 19 21-04 24.88psi Pe 0.14psi 18 20-84 25.03psi 0-4 Pv FR 4.31 247.25gpm 5.44fps C=120 0.01400 1-6 Pf 0.02psi 18 20-84 25.03psi Pe 0.65psi 17 19-24 25.70psi 1-6 Pv FR 4.31 296.76gpm 6.53fps C=120 0.01962 1-6 Pf 0.03psi 17 19-24 25.70psi Pe 0.65psi 15 17-84 26.38psi 1-6 Pv FM 4.31 296.76gpm 6.53fps C=120 0.01962 8-84 Pf 1.37psi 15 17-84 26.38psi 2F=-0.33 61-4 Pe 1.82psi 926 13-6 29.57psi 2M,2E 70-0 Pv FR 4.31 296.76gpm 6.53fps C=120 0.01962 13-10 Pf 6.09psi 926 13-6 29.57psi 41-94 Pe 4.77psi 13 2-6 40.43psi X,B=-5,E 55-74 Pv UG 6.28 296.76gpm 3.07fps C=140 0.00236 186-74 Pf 0.68psi 13 2-6 40.43psi 100-104 Pe 9.97psi 5 -20-54 51.08psi 2E,T,2G=-0.01 287-6 Pv UG 8.39 296.76gpm 1.72fps C=140 0.00058 1-0 Pf 0.03psi 5 -20-54 51.08psi 59-44 Pe 4 -20-54 51.12psi Tee 60-44 Pv UG 10.4 296.76gpm 1.12fps C=140 0.00020 2-6 Pf 0.00psi 4 -20-54 51.12psi Pe 1 -20-54 51.12psi Source 2-6 Pv Route 1 DR 1.049 14.86gpm 5.52fps C=120 0.07514 0-94 Pf 0.44psi 115 26-6 14.86gpm 5.6K 7.04psi K=5.6 5-0 Pe -0.34psi 48 27-34 7.14psi Tee 5-94 Pv Ati © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 5 Job Number: TI -619 © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 6 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.728 26.97gpm 3.69fps C=120 0.01991 11-4 11-4 Pf Pe Pv _ 0.23psi 48 50 27-34 27-34 7.14psi 7.36psi BL 1.728 42.06gpm 5.75fps C=120 0.04529 165-24 22-7 187-94 Pf Pe Pv 8.50psi 50 59 27-34 27-34 7.36psi 15.87psi 2E,T CM2 3.314 84.01gpm 3.12fps C=120 0.00683 12-0 12-0 Pf Pe Pv 0.08psi 59 56 27-34 27-34 15.87psi 15.95psi CM2 3.314 125.85gpm 4.68fps C=120 0.01443 14-0 14-0 Pf Pe Pv 0.20psi 56 54 27-34 27-34 15.95psi 16.15psi CM2 3.314 103.67gpm 3.86fps C=120 0.01008 26-0 26-0 Pf Pe Pv 0.26psi 54 55 27-34 27-34 16.15psi 16.41psi CM2 3.314 82.75gpm 3.08fps C=120 0.00664 6-0 6-0 Pf Pe Pv 0.04psi 55 57 27-34 27-34 16.41psi 16.45psi BL 1.728 20.80gpm 2.85fps C=120 0.01231 346-54 22-7 369-04 Pf Pe Pv 4.54psi 57 25 27-34 27-34 16.45psi 21.00psi Tee Tee CM1 4.31 82.75gpm 1.82fps C=120 0.00185 6-0 6-0 Pf Pe Pv 0.01psi 25 24 27-34 27-34 21.00psi 21.01psi CM1 4.31 103.67gpm 2.28fps C=120 0.00280 14-7 27-104 42-54 Pf Pe Pv 0.12psi 24 22 27-34 27-34 21.01psi 21.13psi Tee Route 2 DR 1.049 14.99gpm 5.56fps C=120 0.07630 7-04 9-0 16-04 Pf Pe Pv 1.22psi -1.64psi 105 37 23-6 27-34 14.99gpm 5.6K 7.16psi 6.74psi K=5.6 2E,T BL 1.728 18.43gpm 2.52fps C=120 0.00984 4-24 5-74 9-10 Pf Pe Pv 0.10psi 37 34 27-34 27-34 6.74psi 6.84psi Elbow BL 1.728 37.08gpm 5.07fps C=120 0.03588 7-14 7-14 Pf Pe Pv 0.26psi 34 33 27-34 27-34 6.84psi 7.10psi BL 1.728 55.96gpm 7.66fps C=120 0.07681 148-74 28-24 176-10 Pf Pe Pv 13.58psi 33 26 27-34 27-34 7.l0psi 20.68psi E,2T Route 3 DR 1.049 15.00gpm 5.57fps C=120 0.07641 2-34 5-0 7-34 Pf Pe Pv 0.56psi -0.99psi 107 40 25-0 27-34 15.00gpm 5.6K 7.17psi 6.74psi K=5.6 Tee BL 1.728 3.44gpm 0.47fps C=120 0.00044 6-04 5-74 11-84 Pf Pe Pv 0.01psi 40 37 27-34 27-34 6.74psi 6.74psi Elbow Route 4 DR 1.049 15.04gpm 5.58fps C=120 0.07685 2-34 5-0 7-34 Pf Pe Pv 0.56psi -0.99psi 110 44 25-0 27-34 15.04gpm 5.6K 7.22psi 6.78psi K=5.6 Tee BL 1.728 26.60gpm 3.64fps C=120 0.01940 10-4 10-4 Pf Pe Pv 0.20psi 44 47 27-34 27-34 6.78psi 6.98psi BL 1.728 41.84gpm 5.72fps C=120 0.04485 177-34 22-7 199-104 Pf Pe Pv 8.96psi 0.00psi 47 56 27-34 27-34 6.98psi 15.95psi 2E,T Route 5 © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 6 Job Number: TI -619 6a © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 7 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.049 15.09gpm 5.60fps C=120 0.07724 0-94 5-0 5-94 Pf 0.45psi Pe-0.34psi Pv 117 50 26-6 27-34 15.09gpm 5.6K 7.26psi 7.36psi K=5.6 Tee Route 6 DR 1.049 15.24gpm 5.66fps C=120 0.07869 2-34 5-0 7-34,Pv Pf 0.57psi Pe-0.99psi 114 47 25-0 27-34 15.24gpm 5.6K 7.40psi 6.98psi K=5.6 Tee Route 7 DR 1.049 15.34gpm 5.70fps C=120 0.07968 2-34 5-0 7-34 Pf 0.58psi Pe-0.99psi Pv 109 42 25-0 27-34 15.34gpm 5.6K 7.51psi 7.09psi K=5.6 Tee Route 8 DR 1.049 15.44gpm 5.73fps C=120 0.08059 2-34 5-0 7-34 Pf 0.59psi Pe-0.99psi Pv 113 46 25-0 27-34 15.44gpm 5.6K 7.60psi 7.19psi K=5.6 Cross BL 1.728 4.59gpm 0.63fps C=120 0.00075 8-10 8-10 Pf 0.01psi Pe Pv 46 43 27-34 27-34 7.19psi 7.20psi BL 1.728 20.03gpm 2.74fps C=120 0.01148 13-6 11-34 24-94 Pf 0.28psi Pe Pv 43 38 27-34 27-34 7.20psi 7.48psi 2E BL 1.728 39.03gpm 5.34fps C=120 0.03944 7-14 7-14 Pf 0.28psi Pe Pv 38 35 27-34 27-34 7.48psi 7.76psi BL 1.728 58.26gpm 7.97fps C=120 0.08275 144-14 11-34 155-5 Pf 12.86psi Pe Pv 35 30 27-34 27-34 7.76psi 20.62psi Tee CM1 4.31 58.26gpm 1.28fps C=120 0.00097 14-0 14-0 Pf 0.01psi Pe Pv 30 28 27-34 27-34 20.62psi 20.64psi Route 9 DR 1.049 15.44gpm 5.73fps C=120 0.08065 2-34 5-0 7-34 Pf 0.59psi Pe-0.99psi Pv 111 43 25-0 27-34 15.44gpm 5.6K 7.60psi 7.20psi K=5.6 Tee Route 10 DR 1.049 15.47gpm 5.74fps C=120 0.08094 2-34 5-0 7-34 Pf 0.59psi Pe-0.99psi Pv 116 49 25-0 27-34 15.47gpm 5.6K 7.63psi 7.23psi K=5.6 Tee BL 1.728 26.32gpm 3.60fps C=120 0.01903 8-10 8-10 Pf 0.17psi Pe Pv 49 51 27-34 27-34 7.23psi 7.40psi BL 1.728 41.95gpm 5.74fps C=120 0.04507 164-84 22-7 187-34 Pf 8.44psi Pe Pv 51 61 27-34 27-34 7.40psi 15.84psi 2E,T CM2 3.314 41.95gpm 1.56fps C=120 0.00189 14-0 14-0 Pf 0.03psi Pe Pv 61 59 27-34 27-34 15.84psi 15.87psi Route 11 DR 1.049 15.63gpm 5.80fps C=120 0.08247 2-34 5-0 7-34 Pf 0.60psi Pe-0.99psi Pv 118 51 25-0 27-34 15.63gpm 5.6K 7.79psi 7.40psi K=5.6 Tee Route 12 DR 1.049 18.66gpm 6.93fps C=120 0.11442 19-34 9-0 28-34 Pf 3.24psi Pe-7.50psi Pv 102 34 10-0 27-34 18.66gpm 5.6K11.10psi 6.84psi K=5.6 2E,T Route 13 DR 1.049 18.88gpm 7.01fps C=120 0.11696 20-7 7-0 27-7 Pf 3.23psi Pe-7.50psi Pv 101 33 10-0 27-34 18.88gpm 5.6K11.37psi 7.10psi K=5.6 E,T Route 14 6a © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 7 Job Number: T1-619 © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 8 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.049 19.00gpm 7.05fps C=120 0.11840 20-3 Pf Pe Pv _ 3.46psi -7.50psi 108 38 10-0 27-34 19.00gpm 5.6K11.52psi 7.48psi K=5.6 2E,T 9-0 29-3 Route 15 DR 1.049 19.23gpm 7.14fps C=120 0.12101 21-8 7-0 28-8 Pf Pe Pv 3.47psi -7.50psi 103 35 10-0 27-34 19.23gpm 5.6K11.79psi 7.76psi K=5.6 E,T Route 16 DR 1.049 19.29gpm 7.16fps C=120 0.12167 17-3% 5-0 22-34 Pf Pe Pv 2.71psi -7.50psi 106 39 10-0 27-34 19.29gpm 5.6K11.86psi 7.08psi K=5.6 Tee BL 1.728 19.29gpm 2.64fps C=120 0.01070 2-3 11-3% 13-6% Pf Pe Pv 0.14psi_ 39 41 27-34 27-34 7.08psi 7.22psi Tee Route 17 DR 1.049 19.35gpm 7.18fps C=120 0.12247 18-94 9-0 27-94 Pf Pe Pv 3.40psi -7.50psi 104 36 10-0 27-3% 19.35gpm 5.6K11.94psi 7.85psi K=5.6 2E,T Route 18 FR 4.31 49.52gpm 1.09fps C=120 0.00071 1-6 27-10% 29-44 Pf Pe Pv 0.02psi 0.65psi 18 17 20-84 19-24 25.03psi 25.70psi Cross Route 19 BL 1.728 22.18gpm 3.03fps C=120 0.01386 41-5 11-34 52-84 Pf Pe Pv 0.73psi 21 23 27-34 27-34 20.05psi 20.78psi Tee Route 20 BL 1.728 22.18gpm 3.03fps C=120 0.01386 110-9 50-94 161-7 Pf Pe Pv 2.24psi -0.00psi 52 32 25-9 25-9 18.08psi 20.32psi 5E,2T BL 1.728 12.39gpm 1.69fps C=120 0.00472 78-7 5-74 84-3 Pf Pe Pv 0.40psi -0.67psi 32 21 25-9 27-34 20.32psi 20.05psi Elbow Route 21 BL 1.728 9.79gpm 1.34fps C=120 0.00305 90-7 39-6 130-1% Pf Pe Pv 0.40psi -0.67psi 32 21 25-9 27-3% 20.32psi 20.05psi Tee 2L,2T Route 22 BL 1.728 11.39gpm 1.56fps C=120 0.00404 92-6% 22-7 115-14 Pf Pe Pv 0.47psi 0.67psi 53 52 27-34 25-9 16.94psi 18.08psi 2E,T Route 23 BL 1.728 10.79gpm 1.48fps C=120 0.00365 104-9 22-7 127-4 Pf Pe Pv 0.47psi 0.67psi 53 52 27-34 25-9 16.94psi 18.08psi Tee 4L Route 24 BL 1.728 12.11gpm 1.66fps C=120 0.00453 10-34 10-34 Pf Pe Pv 0.05psi 45 48 27-34 27-34 7.09psi 7.14psi Route 25 CM1 4.31 61.95gpm 1.36fps C=120 0.00108 8-0 8-0 Pf Pe Pv 0.01psi 27 25 27-34 27-34 20.99psi 21.00psi Route 26 BL 1.728 22.18gpm 3.03fps C=120 0.01386 45-114 11-3% 57-3 Pf Pe Pv 0.79psi 54 53 27-34 27-34 16.15psi 16.94psi Tee Route 27 © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 8 Job Number: T1-619 ®i. C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 9 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream CM2 3.314 61.95gpm 2.30fps C=120 0.00389 8-0 8-0 Pf Pe Pv 0.03psi 57 27-34 58 27-34 16.45psi 16.48psi CM2 3.314 41.24gpm 1.53fps C=120 0.00183 12-0 12-0 Pf Pe Pv 0.02psi 58 27-34 60 27-34 16.48psi 16.51psi CM2 3.314 20.61gpm 0.77fps C=120 0.00051 14-0 14-0 Pf Pe Pv 0.01psi 60 27-34 62 27-34 16.51psi 16.51psi BL 1.728 20.61gpm 2.82fps C=120 0.01210 346-54 22-7 369-04 Pf Pe Pv 4.47psi 62 27-34 31 27-34 16.51psi Tee 20.98psi Tee CM1 4.31 20.61gpm 0.45fps C=120 0.00014 14-0 14-0 Pf Pe Pv 0.00psi 31 27-34 29 27-34 20.98psi 20.98psi CM1 4.31 41.24gpm 0.91fps C=120 0.00051 12-0 12-0 Pf Pe Pv 0.01psi . 29 27-34 27 27-34 20.98psi 20.99psi Route 28 BL 1.728 10.85gpm 1.48fps C=120 0.00369 10-4 10-4 Pf Pe Pv 0.04psi 46 27-34 49 27-34 7.19psi 7.23psi Route 29 BL 1.728 11.56gpm 1.58fps C=120 0.00415 11-4 11-4 Pf Pe Pv 0.05psi 40 27-3% 44 27-34 6.74psi 6.78psi Route 30 BL 1.728 20.63gpm 2.82fps C=120 0.01213 346-5% 22-7 369-0% Pf Pe Pv 4.48psi 60 27-34 29 27-3% 16.51psi Tee 20.98psi Tee Route 31 BL 1.728 20.70gpm 2.83fps C=120 0.01220 346-54 22-7 369-04 Pf Pe Pv 4.50psi 58 27-3% 27 27-34 16.48psi Tee 20.99psi Tee Route 32 BL 1.728 20.93gpm 2.86fps C=120 0.01245 346-54 22-7 369-0% Pf Pe Pv 4.59psi 55 27-34 24 27-34 16.41psi Tee 21.01psi Tee Route 33 Units Key Diameter: Elevation: Flow: Discharge: Velocity: Pressure: Length: Friction Loss: HWC: Pt: Pn: Pf: Pe: Pv: Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ®i. C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:02:08 Page 9 SMITH FIRE SYSTEMS, INC. JOB NO. T1-619 GHC ADMIN OPC CENTER 2ND FLOOR T.I. SYSTEM # 1 BUILDING B - 2ND FLOOR AUXILIARY HYDRAULIC CALCULATION WEST DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 276.30 GPM AT 25.45 PSI Job Number: TI -619 HYDRAULIC CALCULATIONS Location: GHC ADMIN OPC CENTER 2ND FLOOR T.I. TUKWILA, WA. Job Number: T1-619 Design Area: AUXILIARY MOST DEMANDING TO THE WEST Date: 04/23/02 11:03:10 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1500ft2 (Actual 1553ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 16 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 526.30gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1657.03gal Maximum Velocity Above Ground: 7.49fps between nodes 26 and 33 Maximum Velocity Under Ground: 2.86fps between nodes 5 and 13 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.21psi 49.80psi 75.42psi Name of Contractor: SMITH FIRE SYSTEMS, INC Address: 1106 54TH AVENUE EAST TACOMA, WA. 98424 Designer: J. PETTIS State Certification/License Number: Authority Having Jurisdiction: TUKWILA it,m 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 1 Job Number: T1-619 WATER SUPPLY DATA SOURCE STATIC NODE PRESSURE TAG (psi) RESIDUAL FLOW PRESSURE @ (psi) (gpm) AVAILABLE PRESSURE @ (psi) TOTAL DEMAND (9Pm) REQUIRED PRESSURE (psi) 1 128.00psi 20.00psi 3800.00gpm 125.21psi 526.30gpm SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) 49.80psi SPR 101 SPR 105* SPR 102 SPR 107 SPR 110 SPR 114 SPR 104 SPR 106 SPR 109 SPR 112 SPR 115 SPR 108 SPR 103 SPR 111 SPR 113 SPR 116 18.74gpm 14.82gpm 18.53gpm 14.82gpm 14.87gpm 15.07gpm 20.08gpm 20.14gpm 16.60gpm 16.15gpm 16.26gpm 19.83gpm 20.01gpm 16.76gpm 16.77gpm 16.87gpm * Most demanding sprinkler. 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 11.20psi 7.00psi 10.94psi 7.00psi 7.05psi 7.24psi 12.85psi 12.93psi 8.79psi 8.31psi 8.44psi 12.54psi 12.76psi 8.96psi 8.97psi 9.08psi C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 2 Job Number: TI -619 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (qpm) 31 27-311 Tee 20.21psi 62 27-311 Tee 16.35psi 29 27-311 Tee 20.21psi 60 27-311 Tee 16.34psi 27 27-312 Tee 20.21psi 58 27-311 Tee 16.32psi 25 27-311 Tee 20.22psi 57 27-31.2 Tee 16.30psi 24 27-311 Tee 20.23psi 55 27-311 Tee 16.26psi 4 -20-511 Tee 49.80psi 5 -20-511 GateVly=-0.01 49.77psi 22 27-311 Tee 20.33psi 15 17-811 2F=-0.29 25.45psi 17 19-211 Cross 24.78psi 18 20-811 Cross 24.11psi 19 21-011.2 23.96psi 926 13-6 Elbow 28.48psi 13 2-6 Elbow 39.20psi 23 27-311 Tee 20.03psi 21 27-311 Tee 19.40psi 32 25-9 Tee 19.72psi 52 25-9 Tee 17.79psi 53 27-311 Tee 16.72psi 54 27-311 Tee 16.04psi 26 27-3 Tee 19.94psi 56 27-311 Tee 15.86psi 33 27-311 Tee 6.89psi 34 27-311 Tee 6.64psi 37 27-311 Tee 6.55psi 40 27-311 Tee 6.55psi 44 27-311 Tee 6.60psi 47 27-311 Tee 6.81psi 28 27-311 Tee 19.90psi 36 27-311 Tee 9.00psi 59 27-311 Tee 15.80psi 39 27-311 Tee 8.37psi 41 27-311 Tee 8.53psi 42 27-311 Tee 8.47psi 45 27-311 Tee 8.48psi 48 27-311 Tee 8.61psi 30 27-311 Tee 19.89psi 35 27-311 Tee 9.00psi 38 27-311 Tee 8.79psi 61 27-311 Tee 15.78psi 43 27-311 Tee 8.65psi 46 27-3 Cross 8.66psi 49 27-3 Tee 8.78psi 1 -20-511 Source 49.80psi 276.30gpm 101 10-0 K=5.6 11.20psi 18.74gpm C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 3 Job Number: T1-619 105 23-6 K=5.6 7.00psi 14.82gpm 102 10-0 K=5.6 10.94psi 18.53gpm 107 25-0 K=5.6 7.00psi 14.82gpm 110 25-0 K=5.6 7.05psi 14.87gpm 114 25-0 K=5.6 7.24psi 15.07gpm 104 10-0 K=5.6 12.85psi 20.08gpm 106 10-0 K=5.6 12.93psi 20.14gpm 109 25-0 K=5.6 8.79psi 16.60gpm 112 26-6 K=5.6 8.31psi 16.15gpm 115 26-6 K=5.6 8.44psi 16.26gpm 108 10-0 K=5.6 12.54psi 19.83gpm 103 10-0 K=5.6 12.76psi 20.01gpm 111 25-0 K=5.6 8.96psi 16.76gpm 113 25-0 K=5.6 8.97psi 16.77gpm 116 25-0 K=5.6 9.08psi 16.87gpm la, © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 4 Job Number: T1-619 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings DR 1.049 14.82gpm 5.50fps C=120 0.07470 7-01 Pf 1.20psi 105 23-6 14.82gpm 5.6K 7.00psi K=5.6 9-0 Pe -1.64psi 37 27-3% 6.55psi 2E,T 16-01 Pv BL 1.728 17.50gpm 2.39fps C=120 0.00895 4-2% Pf 0.09psi 37 27-31 6.55psi 5-74 Pe 34 27-34 6.64psi Elbow 9-10 Pv BL 1.728 36.03gpm 4.93fps C=120 0.03401 7-1% Pf 0.24psi 34 27-31 6.64psi Pe 33 27-31 6.89psi 7-1% Pv BL 1.728 54.77gpm 7.49fps C=120 0.07381 148-71 Pf 13.05psi 33 27-34 6.89psi 28-24 Pe 26 27-34 19.94psi E,2T 176-10 Pv CM1 4.31 160.05gpm 3.52fps C=120 0.00626 14-0 Pf 0.09psi 26 27-31 19.94psi Pe 23 27-31 20.03psi 14-0 Pv CM1 4.31 180.52gpm 3.97fps C=120 0.00782 11-5 Pf 0.31psi 23 27-31 20.03psi 27-104 Pe 22 27-31 20.33psi Tee 39-3% Pv FM 4.31 276.30gpm 6.08fps C=120 0.01719 39-51 Pf 0.92psi 22 27-31 20.33psi 13-11 Pe 2.71psi 19 21-01/2 23.96psi Elbow 53-5 Pv FR 4.31 276.30gpm 6.08fps C=120 0.01719 0-4 Pf 0.01psi 19 21-04 23.96psi Pe 0.14psi 18 20-81 24.11psi 0-4 Pv FR 4.31 230.20gpm 5.06fps C=120 0.01226 1-6 Pf 0.02psi 18 20-81 24.11psi Pe 0.65psi 17 19-21 24.78psi 1-6 Pv FR 4.31 276.30gpm 6.08fps C=120 0.01719 1-6 Pf 0.03psi 17 19-21 24.78psi Pe 0.65psi 15 17-81 25.45psi 1-6 Pv FM 4.31 276.30gpm 6.08fps C=120 0.01719 8-81 Pf 1.20psi 15 17-81 25.45psi 2F=-0.29 61-4 Pe 1.82psi 926 13-6 28.48psi 2M,2E 70-0 Pv FR 4.31 276.30gpm 6.08fps C=120 0.01719 13-10 Pf 5.96psi 926 13-6 28.48psi 41-91 Pe 4.77psi 13 2-6 39.20psi X,B=-5,E 55-71 Pv UG 6.28 276.30gpm 2.86fps C=140 0.00207 186-74 Pf 0.59psi 13 2-6 39.20psi 100-101 Pe 9.97psi 5 -20-51 49.77psi 2E,T,2G=-0.01 287-6 Pv UG 8.39 276.30gpm 1.60fps C=140 0.00050 1-0 Pf 0.03psi 5 -20-5% 49.77psi 59-41 Pe 4 -20-51 49.80psi Tee 60-4% Pv UG 10.4 276.30gpm 1.04fps C=140 0.00018 2-6 Pf 0.00psi 4 -20-54 49.80psi Pe 1 -20-51/2 49.80psi Source 2-6 Pv Route 1 DR 1.049 14.82gpm 5.50fps C=120 0.07470 2-31 Pf 0.54psi 107 25-0 14.82gpm 5.6K 7.00psi K=5.6 5-0 Pe -0.99psi 40 27-31 6.55psi Tee 7-31 Pv BL 1.728 2.69gpm 0.37fps C=120 0.00028 6-01 Pf 0.00psi 40 27-31 6.55psi 5-71/2 Pe 37 27-31 6.55psi Elbow 11-81 Pv Route 2 C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 5 Job Number: T1-619 Os. 0 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 6 Pipe Type Diameter Flow Velocity WC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.049 14.87gpm 5.52fps C=120 0.07518 2-34 Pf Pe Pv 0.55psi -0.99psi 110 44 25-0 27-34 14.87gpm 5.6K 7.05psi 6.60psi K=5.6 Tee 5-0 7-34 BL 1.728 26.99gpm 3.69fps C=120 0.01994 10-4 Pf Pe Pv 0.21psi 44 47 27-3% 27-34 6.60psi 6.81psi 10-4 BL 1.728 42.06gpm 5.75fps C=120 0.04529 177-3% Pf Pe Pv 9.05psi 0.00psi 47 56 27-34 27-34 6.81psi 15.86psi 2E,T 22-7 199-104 CM2 3.314 116.25gpm 4.32fps C=120 0.01246 14-0 Pf Pe Pv 0.17psi 56 54 27-34 27-34 15.86psi 16.04psi 14-0 CM2 3.314 95.78gpm 3.56fps C=120 0.00871 26-0 Pf Pe Pv 0.23psi 54 55 27-34 27-3% 16.04psi 16.26psi 26-0 CM2 3.314 76.45gpm 2.84fps C=120 0.00574 6-0 6-0 Pf Pe Pv 0.03psi 55 57 27-34 27-34 16.26psi 16.30psi BL 1.728 19.22gpm 2.63fps C=120 0.01063 346-5% 22-7 369-04 Pf Pe Pv 3.92psi 57 25 27-34 27-34 16.30psi 20.22psi Tee Tee CM1 4.31 76.45gpm 1.68fps C=120 0.00160 6-0 6-0 Pf Pe Pv 0.01psi 25 24 27-34 27-34 20.22psi 20.23psi CM1 4.31 95.78gpm 2.11fps C=120 0.00242 14-7 27-104 42-54 Pf Pe Pv 0.l0psi 24 22 27-34 27-34 20.23psi 20.33psi Tee Route 3 DR 1.049 15.07gpm 5.59fps C=120 0.07707 2-34 5-0 7-34 Pf Pe Pv 0.56psi -0.99psi 114 47 25-0 27-34 15.07gpm 5.6K 7.24psi 6.81psi K=5.6 Tee Route 4 DR 1.049 16.15gpm 5.99fps C=120 0.08758 0-9% 5-0 5-94 Pf Pe Pv 0.51psi -0.34psi 112 45 26-6 27-34 16.15gpm 5.6K 8.31psi 8.48psi K=5.6 Tee BL 1.728 20.95gpm 2.87fps C=120 0.01247 10-34 10-34 Pf Pe Pv 0.13psi 45 48 27-34 27-34 8.48psi 8.61psi BL 1.728 37.21gpm 5.09fps C=120 0.03611 176-64 22-7 199-14 Pf Pe Pv 7.19psi 48 59 27-34 27-34 8.61psi 15.80psi 2E,T CM2 3.314 74.19gpm 2.76fps C=120 0.00543 12-0 12-0 Pf Pe Pv 0.07psi 59 56 27-34 27-34 15.80psi 15.86psi Route 5 DR 1.049 16.26gpm 6.04fps C=120 0.08877 0-94 5-0 5-9% Pf Pe Pv 0.51psi -0.34psi 115 48 26-6 27-34 16.26gpm 5.6K 8.44psi 8.61psi K=5.6 Tee Route 6 DR 1.049 16.60gpm 6.16fps C=120 0.09221 2-34 5-0 7-34 Pf Pe Pv 0.67psi -0.99psi 109 42 25-0 27-34 16.60gpm 5.6K 8.79psi 8.47psi K=5.6 Tee BL 1.728 11.80gpm 1.61fps C=120 0.00431 2-3 11-34 13-64 Pf Pe Pv 0.06psi 42 41 27-34 27-34 8.47psi 8.53psi Tee BL 1.728 31.93gpm 4.37fps C=120 0.02721 11-84 5-74 17-44 Pf Pe Pv 0.47psi 41 36 27-34 27-34 8.53psi 9.00psi Elbow Os. 0 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 6 Job Number: TI -619 &. p 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 7 Pipe Type Diameter Flow Velocity HWC Eric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.728 52.01gpm 7.12fps C=120 0.06708 151-3 11-34 162-64 Pf Pe Pv 10.90psi 36 28 27-34 27-3% 9.00psi 19.90psi Tee CM1 4.31 105.28gpm 2.32fps C=120 0.00288 12-0 12-0 Pf Pe Pv 0.03psi 28 26 27-34 27-34 19.90psi 19.94psi Route 7 DR 1.049 16.76gpm 6.22fps C=120 0.09389 2-34 5-0 7-34 Pf Pe Pv 0.68psi -0.99psi 111 43 25-0 27-34 16.76gpm 5.6K 8.96psi 8.65psi K=5.6 Tee BL 1.728 13.43gpm 1.84fps C=120 0.00548 13-6 11-34 24-94 Pf Pe Pv 0.14psi 43 38 27-34 27-34 8.65psi 8.79psi 2E BL 1.728 33.26gpm 4.55fps C=120 0.02933 7-14 7-1% Pf Pe Pv 0.21psi 38 35 27-34 27-34 8.79psi 9.00psi BL 1.728 53.26gpm 7.29fps C=120 0.07010 144-1% 11-3% 155-5 Pf Pe Pv 10.89psi 35 30 27-34 27-34 9.00psi 19.89psi Tee CM1 4.31 53.26gpm 1.17fps C=120 0.00082 14-0 14-0 Pf Pe Pv 0.01psi 30 28 27-34 27-34 19.89psi 19.90psi Route 8 DR 1.049 16.77gpm 6.22fps C=120 0.09392 2-3% 5-0 7-34 Pf Pe Pv 0.68psi -0.99psi 113 46 25-0 27-34 16.77gpm 5.6K 8.97psi 8.66psi K=5.6 Cross BL 1.728 20.11gpm 2.75fps C=120 0.01156 10-4 10-4 Pf Pe Pv 0.12psi 46 49 27-34 27-3% 8.66psi 8.78psi BL 1.728 36.98gpm 5.06fps C=120 0.03569 173-64 22-7 196-14 Pf Pe Pv 7.00psi 49 61 27-34 27-3% 8.78psi 15.78psi 2E,T CM2 3.314 36.98gpm 1.38fps C=120 0.00150 14-0 14-0 Pf Pe Pv 0.02psi 61 59 27-34 27-34 15.78psi 15.80psi Route 9 DR 1.049 16.87gpm 6.26fps C=120 0.09500 2-34 5-0 7-34 Pf Pe Pv 0.69psi -0.99psi 116 49 25-0 27-34 16.87gpm 5.6K 9.08psi 8.78psi K=5.6 Tee Route 10 DR 1.049 18.53gpm 6.88fps C=120 0.11294 19-34 9-0 28-3% Pf Pe Pv 3.20psi -7.50psi 102 34 10-0 27-3% 18.53gpm 5.6K10.94psi 6.64psi K=5.6 2E,T Route 11 DR 1.049 18.74gpm 6.96fps C=120 0.11538 20-7 7-0 27-7 Pf Pe Pv 3.18psi -7.50psi 101 33 10-0 27-34 18.74gpm 5.6K11.20psi 6.89psi K=5.6 E,T Route 12 DR 1.049 19.83gpm 7.36fps C=120 0.12810 20-3 9-0 29-3 Pf Pe Pv 3.75psi -7.50psi 108 38 10-0 27-3% 19.83gpm 5.6K12.54psi 8.79psi K=5.6 2E,T Route 13 DR 1.049 20.01gpm 7.43fps C=120 0.13020 21-8 7-0 28-8 Pf Pe Pv 3.73psi -7.50psi 103 35 10-0 27-34 20.01gpm 5.6K12.76psi 9.00psi K=5.6 E,T Route 14 DR 1.049 20.08gpm 7.45fps C=120 0.13106 18-94 9-0 27-94 Pf Pe Pv 3.64psi -7.50psi 104 36 10-0 27-3% 20.08gpm 5.6K12.85psi 9.00psi K=5.6 2E,T Route 15 &. p 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 7 Job Number: T1-619 © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 8 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.049 20.14gpm 7.47fps C=120 0.13177 17-34 Pf Pe Pv 2.94psi -7.50psi 106 39 10-0 27-34 20.14gpm 5.6K12.93psi 8.37psi K=5.6 Tee 5-0 22-34 BL 1.728 20.14gpm 2.75fps C=120 0.01159 2-3 11-34 13-64 Pf Pe Pv 0.16psi 39 41 27-3% 27-3% 8.37psi 8.53psi Tee_ Route 16 FR 4.31 46.10gpm 1.01fps C=120 0.00063 1-6 27-104 29-44 Pf Pe Pv 0.02psi 0.65psi 18 17 20-84 19-24 24.11psi 24.78psi Cross Route 17 BL 1.728 20.47gpm 2.80fps C=120 0.01195 41-5 11-3% 52-84 Pf Pe Pv 0.63psi 21 23 27-34 27-34 19.40psi 20.03psi Tee Route 18 BL 1.728 20.47gpm 2.80fps C=120 0.01195 110-9 50-94 161-7 Pf Pe Pv 1.93psi -0.00psi 52 32 25-9 25-9 17.79psi 19.72psi 5E,2T BL 1.728 11.43gpm 1.56fps C=120 0.00407 78-7 5-74 84-3 Pf Pe Pv 0.34psi -0.67psi 32 21 25-9 27-34 19.72psi 19.40psi Elbow Route 19 BL 1.728 9.04gpm 1.24fps C=120 0.00263 90-7 39-6 130-14 Pf Pe Pv 0.34psi -0.67psi 32 21 25-9 27-34 19.72psi 19.40psi Tee 2L,2T Route 20 BL 1.728 10.52gpm 1.44fps C=120 0.00349 92-64 22-7 115-1% Pf Pe Pv 0.40psi 0.67psi 53 52 27-34 25-9 16.72psi 17.79psi 2E,T Route 21 BL 1.728 9.96gpm 1.36fps C=120 0.00315 104-9 22-7 127-4 Pf Pe Pv 0.40psi 0.67psi 53 52 27-3% 25-9 16.72psi 17.79psi Tee 4L Route 22 BL 1.728 4.80gpm 0.66fps C=120 0.00082 11-44 11-44 Pf Pe Pv 0.01psi 42 45 27-34 27-34 8.47psi 8.48psi Route 23 CM1 4.31 57.23gpm 1.26fps C=120 0.00093 8-0 8-0 Pf Pe Pv 0.01psi 27 25 27-3% 27-34 20.21psi 20.22psi Route 24 BL 1.728 20.47gpm 2.80fps C=120 0.01195 45-114 11-34 57-3 Pf Pe Pv 0.68psi 54 53 27-34 27-34 16.04psi 16.72psi Tee Route 25 CM2 3.314 57.23gpm 2.13fps C=120 0.00336 8-0 8-0 Pf Pe Pv 0.03psi 57 58 27-34 27-34 16.30psi 16.32psi CM2 3.314 38.10gpm 1.42fps C=120 0.00158 12-0 12-0 Pf Pe Pv 0.02psi 58 60 27-34 27-3% 16.32psi 16.34psi CM2 3.314 19.04gpm 0.71fps C=120 0.00044 14-0 14-0 Pf Pe Pv 0.01psi 60 62 27-34 27-34 16.34psi 16.35psi BL 1.728 19.04gpm 2.60fps C=120 0.01045 346-54 22-7 369-04 Pf Pe Pv 3.86psi 62 31 27-34 27-3% 16.35psi 20.21psi Tee Tee © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 8 Job Number: T1-619 © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 9 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream CM1 4.31 19.04gpm 0.42fps C=120 0.00012 14-0 14-0 Pf Pe Pv 0.00psi 31 27-34 29 27-34 20.21psi 20.21psi CM1 4.31 38.10gpm 0.84fps C=120 0.00044 12-0 12-0 Pf Pe Pv 0.01psi 29 27-34 27 27-34 20.21psi 20.21psi Route 26 BL 1.728 3.34gpm 0.46fps C=120 0.00042 8-10 8-10 Pf Pe Pv 0.00psi 43 27-34 46 27-34 8.65psi 8.66psi Route 27 BL 1.728 12.13gpm 1.66fps C=120 0.00454 11-4 11-4 Pf Pe Pv 0.05psi 40 27-34 44 27-34 6.55psi 6.60psi Route 28 BL 1.728 19.06gpm 2.61fps C=120 0.01047 346-54 22-7 369-04 Pf Pe Pv 3.87psi 60 27-34 29 27-34 16.34psi Tee 20.21psi Tee Route 29 BL 1.728 19.13gpm 2.62fps C=120 0.01054 346-54 22-7 369-04 Pf Pe Pv 3.89psi 58 27-34 27 27-34 16.32psi Tee 20.21psi Tee Route 30 BL 1.728 19.33gpm 2.64fps C=120 0.01075 346-54 22-7 369-04 Pf Pe Pv 3.97psi 55 27-34 24 27-34 16.26psi Tee 20.23psi Tee Route 31 Units Key Diameter: Elevation: Flow: Discharge: Velocity: Pressure: Length: Friction Loss: HWC: Pt: Pn: Pf: Pe: Pv: Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:03:29 Page 9 SMITH FIRE SYSTEMS, INC. JOB NO. T1-619 GHC ADMIN OPC CENTER 2ND FLOOR T.I. SYSTEM # 1 BUILDING B - 2ND FLOOR AUXILIARY HYDRAULIC CALCULATION EAST DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 283.79 GPM AT 26.12 PSI Job Number: T1-619 HYDRAULIC CALCULATIONS Location: GHC ADMIN OPC CENTER 2ND FLOOR T.I. TUKWILA, WA. Job Number: T1-619 Design Area: AUXILIARY MOST DEMANDING TO THE EAST Date: 04/23/02 11:04:03 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1500ft2 (Actual 16034ift2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 17 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 533.79gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1657.03gal Maximum Velocity Above Ground: 7.72fps between nodes 28 and 36 Maximum Velocity Under Ground: 2.94fps between nodes 5 and 13 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.14psi 50.60psi 74.54psi Name of Contractor: SMITH FIRE SYSTEMS, INC Address: 1106 54TH AVENUE EAST TACOMA, WA. 98424 Designer: J. PETTIS State Certification/License Number: Authority Having Jurisdiction: TUKWILA © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 1 Job Number: T1-619 WATER SUPPLY DATA SOURCE STATIC NODE PRESSURE TAG (psi) RESIDUAL FLOW PRESSURE @ (psi) (gpm) AVAILABLE PRESSURE @ (psi) TOTAL DEMAND (gpm) REQUIRED PRESSURE (psi) 1 128.00psi 20.00psi 3800.00gpm 125.14psi 533.79gpm SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) 50.60psi SPR 105 SPR 102 SPR 107 SPR 110 SPR 114 SPR 301 SPR 104 SPR 106 SPR 109 SPR 112* SPR 115 SPR 117 SPR 108 SPR 111 SPR 113 SPR 116 SPR 118 15.40gpm 19.10gpm 15.33gpm 15.32gpm 15.36gpm 15.58gpm 19.35gpm 19.28gpm 15.34gpm 14.82gpm 14.86gpm 15.09gpm 20.41gpm 17.15gpm 17.10gpm 17.11gpm 17.19gpm * Most demanding sprinkler. 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 14.82gpm 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 5.6K 7.56psi 11.63psi 7.49psi 7.49psi 7.53psi 7.74psi 11.93psi 11.86psi 7.50psi 7.00psi 7.05psi 7.26psi 13.29psi 9.38psi 9.33psi 9.33psi 9.43psi C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 2 Job Number: T1-619 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gPm) 31 27-34 Tee 20.81psi 62 27-34 Tee 16.58psi 29 27-34 Tee 20.81psi 60 27-34 Tee 16.58psi 27 27-34 Tee 20.82psi 58 27-34 Tee 16.56psi 25 27-34 Tee 20.83psi 57 27-34 Tee 16.53psi 24 27-34 Tee 20.84psi 55 27-34 Tee 16.49psi 4 -20-54 Tee 50.60psi 5 -20-54 GateVly=-0.01 50.57psi 22 27-3 Tee 20.95psi 15 17-8'1 2F=-0 3 26.12psi 17 19-2'1 Cross 25.44psi 18 20-84 Cross 24.77psi 19 21-04 24.62psi 926 13-6 Elbow 29.20psi 13 2-6 Elbow 39.98psi 23 27-34 Tee 20.63psi 21 27-34 Tee 19.94psi 32 25-9 Tee 20.23psi 52 25-9 Tee 18.11psi 53 27-34 Tee 17.00psi 54 27-34 Tee 16.24psi 26 27-34 Tee 20.55psi 56 27-3 Tee 16.05psi 34 27-34 Tee 7.51psi 37 27-34 Tee 7.20psi 40 27-34 Tee 7.08psi 44 27-34 Tee 7.07psi 47 27-3 Tee 7.12psi 81 27-34 Tee 7.34psi 28 27-34 Tee 20.51psi 36 27-34 Tee 7.84psi 59 27-34 Tee 15.98psi 39 27-34 Tee 7.07psi 41 27-34 Tee 7.22psi 42 27-3 Tee 7.09psi 45 27-34 Tee 7.09psi 48 27-34 Tee 7.14psi 50 27-34 Tee 7.37psi 30 27-34 Tee 20.50psi 38 27-311 Tee 9.74psi 61 27-3'1 Tee 15.96psi 43 27-34 Tee 9.l0psi 46 27-34 Cross 9.04psi 49 27-34 Tee 9.05psi 51 27-34 Tee 9.15psi 1 -20-54 Source 50.60psi 283.79gpm Av C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 3 Job Number: T1-619 105 23-6 K=5.6 7.56psi 15.40gpm 102 10-0 K=5.6 11.63psi 19.10gpm 107 25-0 K=5.6 7.49psi 15.33gpm 110 25-0 K=5.6 7.49psi 15.32gpm 114 25-0 K=5.6 7.53psi 15.36gpm 301 25-0 K=5.6 7.74psi 15.58gpm 104 10-0 K=5.6 11.93psi 19.35gpm 106 10-0 K=5.6 11.86psi 19.28gpm 109 25-0 K=5.6 7.50psi 15.34gpm 112 26-6 K=5.6 7.00psi 14.82gpm 115 26-6 K=5.6 7.05psi 14.86gpm 117 26-6 K=5.6 7.26psi 15.09gpm 108 10-0 K=5.6 13.29psi 20.41gpm 111 25-0 K=5.6 9.38psi 17.15gpm 113 25-0 K=5.6 9.33psi 17.10gpm 116 25-0 K=5.6 9.33psi 17.11gpm 118 25-0 K=5.6 9.43psi 17.19gpm os. C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 4 Job Number: T1-619 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length DR 1.049 14.82gpm 5.50fps C=120 0.07470 0-94 Pf 0.43psi 112 26-6 14.82gpm 5.6K 7.00psi K=5.6 5-0 Pe -0.34psi 45 27-34 7.09psi Tee 5-94 Pv BL 1.728 2.44gpm 0.33fps C=120 0.00023 11-44 Pf 0.00psi 45 27-34 7.09psi Pe 42 27-34 7.09psi 11-44 Pv BL 1.728 17.78gpm 2.43fps C=120 0.00920 2-3 Pf 0.12psi 42 27-34 7.09psi 11-34 Pe 41 27-34 7.22psi Tee 13-64 Pv BL 1.728 37.06gpm 5.07fps C=120 0.03583 11-84 Pf 0.62psi 41 27-34 7.22psi 5-74 Pe 36 27-34 7.84psi Elbow 17-44 Pv BL 1.728 56.41gpm 7.72fps C=120 0.07794 151-3 Pf 12.67psi 36 27-34 7.84psi 11-34 Pe 28 27-34 20.51psi Tee 162-64 Pv CM1 4.31 108.03gpm 2.38fps C=120 0.00303 12-0 Pf 0.04psi 28 27-34 20.51psi Pe 26 27-34 20.55psi 12-0 Pv CM1 4.31 161.60gpm 3.55fps C=120 0.00637 14-0 Pf 0.09psi 26 27-34 20.55psi Pe 23 27-34 20.63psi 14-0 Pv CM1 4.31 183.17gpm 4.03fps C=120 0.00804 11-5 Pf 0.32psi 23 27-34 20.63psi 27-104 Pe 22 27-34 20.95psi Tee 39-34 Pv FM 4.31 283.79gpm 6.24fps C=120 0.01806 39-54 Pf 0.96psi 22 27-34 20.95psi 13-11 Pe 2.71psi 19 21-04 24.62psi Elbow 53-5 Pv FR 4.31 283.79gpm 6.24fps C=120 0.01806 0-4 Pf 0.01psi 19 21-04 24.62psi Pe 0.14psi 18 20-84 24.77psi 0-4 Pv FR 4.31 236.44gpm 5.20fps C=120 0.01289 1-6 Pf 0.02psi 18 20-84 24.77psi Pe 0.65psi 17 19-24 25.44psi 1-6 Pv FR 4.31 283.79gpm 6.24fps C=120 0.01806 1-6 Pf 0.03psi 17 19-24 25.44psi Pe 0.65psi 15 17-84 26.12psi 1-6 Pv FM 4.31 283.79gpm 6.24fps C=120 0.01806 8-84 Pf 1.26psi 15 17-84 26.12psi 2F=-0.3 61-4 Pe 1.82psi 926 13-6 29.20psi 2M,2E 70-0 Pv FR 4.31 283.79gpm 6.24fps C=120 0.01806 13-10 Pf 6.00psi 926 13-6 29.20psi 41-94 Pe 4.77psi 13 2-6 39.98psi X,B=-5,E 55-74 Pv UG 6.28 283.79gpm 2.94fps C=140 0.00217 186-74 Pf 0.62psi 13 2-6 39.98psi 100-104 Pe 9.97psi 5 -20-54 50.57psi 2E,T,2G=-0.01 287-6 Pv UG 8.39 283.79gpm 1.65fps C=140 0.00053 1-0 Pf 0.03psi 5 -20-54 50.57psi 59-44 Pe 4 -20-54 50.60psi Tee 60-44 Pv UG 10.4 283.79gpm 1.07fps C=140 0.00019 2-6 Pf 0.00psi 4 -20-54 50.60psi Pe 1 -20-54 50.60psi Source 2-6 Pv Route 1 DR 1.049 14.86gpm 5.52fps C=120 0.07516 0-94 Pf 0.44psi 115 26-6 14.86gpm 5.6K 7.05psi K=5.6 5-0 Pe -0.34psi 48 27-34 7.14psi Tee 5-94 Pv © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 5 Job Number: TI -619 C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 6 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.728 27.25gpm 3.73fps C=120 0.02028 11-4 Pf Pe Pv 0.23psi 48 50 27-34 27-34 7.14psi 7.37psi 11-4 BL 1.728 42.34gpm 5.79fps C=120 0.04584 165-24 Pf Pe Pv 8.61psi 50 59 27-34 27-34 7.37psi 15.98psi 2E,T 22-7 187-94 CM2 3.314 79.68gpm 2.96fps C=120 0.00619 12-0 Pf Pe Pv 0.07psi 59 56 27-34 27-34 15.98psi 16.05psi 12-0 CM2 3.314 122.19gpm 4.54fps C=120 0.01366 14-0 Pf Pe Pv 0.19psi 56 54 27-34 27-34 16.05psi 16.24psi 14-0 CM2 3.314 100.63gpm 3.74fps C=120 0.00954 26-0 Pf Pe Pv 0.25psi 54 55 27-34 27-34 16.24psi 16.49psi 26-0 CM2 3.314 80.31gpm 2.99fps C=120 0.00629 6-0 6-0 Pf Pe Pv 0.04psi 55 57 27-34 27-34 16.49psi 16.53psi BL 1.728 20.19gpm 2.76fps C=120 0.01165 346-54 22-7 369-04 Pf Pe Pv 4.30psi 57 25 27-34 27-34 16.53psi 20.83psi Tee Tee CM1 4.31 80.31gpm 1.77fps C=120 0.00175 6-0 6-0 Pf Pe Pv 0.01psi 25 24 27-34 27-34 20.83psi 20.84psi CM1 4.31 100.63gpm 2.21fps C=120 0.00265 14-7 27-104 42-54 Pf Pe Pv 0.11psi 24 22 27-34 27-34 20.84psi 20.95psi Tee Route 2 DR 1.049 15.09gpm 5.60fps C=120 0.07730 0-94 5-0 5-94 Pf Pe Pv 0.45psi -0.34psi 117 50 26-6 27-34 15.09gpm 5.6K 7.26psi 7.37psi K=5.6 Tee Route 3 DR 1.049 15.32gpm 5.69fps C=120 0.07950 2-34 5-0 7-34 Pf Pe Pv 0.58psi -0.99psi 110 44 25-0 27-34 15.32gpm 5.6K 7.49psi 7.07psi K=5.6 Tee BL 1.728 3.75gpm 0.51fps C=120 0.00052 11-4 11-4 Pf Pe Pv 0.01psi 44 40 27-34 27-34 7.07psi 7.08psi BL 1.728 19.08gpm 2.61fps C=120 0.01049 6-04 5-74 11-84 Pf Pe Pv 0.12psi 40 37 27-34 27-34 7.08psi 7.20psi Elbow BL 1.728 34.48gpm 4.72fps C=120 0.03135 4-24 5-74 9-10 Pf Pe Pv 0.31psi 37 34 27-34 27-34 7.20psi 7.51psi Elbow BL 1.728 53.57gpm 7.33fps C=120 0.07085 155-9 28-24 183-114 Pf Pe Pv 13.03psi 34 26 27-34 27-34 7.51psi 20.55psi E,2T Route 4 DR 1.049 15.33gpm 5.69fps C=120 0.07955 2-34 5-0 7-34 Pf Pe Pv 0.58psi -0.99psi 107 40 25-0 27-34 15.33gpm 5.6K 7.49psi 7.08psi K=5.6 Tee Route 5 DR 1.049 15.34gpm 5.69fps C=120 0.07967 2-34 5-0 7-34 Pf Pe Pv 0.58psi -0.99psi 109 42 25-0 27-34 15.34gpm 5.6K 7.50psi 7.09psi K=5.6 Tee Route 6 DR 1.049 15.36gpm 5.70fps C=120 0.07989 2-34 5-0 7-34 Pf Pe Pv 0.58psi -0.99psi 114 47 25-0 27-34 15.36gpm 5.6K 7.53psi 7.12psi K=5.6 Tee C 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 6 Job Number: T1-619 © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 7 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.728 26.94gpm 3.69fps C=120 0.01986 11-4 Pf Pe Pv 0.23psi 47 81 27-34 27-34 7.12psi 7.34psi 11-4 BL 1.728 42.51gpm 5.82fps C=120 0.04619 165-114 Pf Pe Pv 8.71psi 0.00psi 81 56 27-34 27-34 7.34psi 16.05psi 2E,T 22-7 188-64 Route 7 DR 1.049 15.40gpm 5.72fps C=120 0.08021 7-04 9-0 16-04 Pf Pe Pv 1.29psi -1.64psi 105 37 23-6 27-34 15.40gpm 5.6K 7.56psi 7.20psi K=5.6 2E,T Route 8 DR 1.049 15.58gpm 5.78fps C=120 0.08195 2-34 5-0 7-34 Pf Pe Pv 0.60psi -0.99psi 301 81 25-0 27-34 15.58gpm 5.6K 7.74psi 7.34psi K=5.6 Tee Route 9 DR 1.049 17.10gpm 6.35fps C=120 0.09742 2-34 5-0 7-34 Pf Pe Pv 0.71psi -0.99psi 113 46 25-0 27-34 17.10gpm 5.6K 9.33psi 9.04psi K=5.6 Cross BL 1.728 14.06gpm 1.92fps C=120 0.00597 8-10 8-10 Pf Pe Pv 0.05psi 46 43 27-34 27-34 9.04psi 9.10psi BL 1.728 31.21gpm 4.27fps C=120 0.02608 13-6 11-34 24-94 Pf Pe Pv 0.65psi 43 38 27-34 27-34 9.10psi 9.74psi 2E BL 1.728 51.63gpm 7.06fps C=120 0.06616 151-3 11-34 162-64 Pf Pe Pv 10.75psi 38 30 27-34 27-34 9.74psi 20.50psi Tee CM1 4.31 51.63gpm 1.14fps C=120 0.00077 14-0 14-0 Pf Pe Pv 0.01psi 30 28 27-34 27-34 20.50psi 20.51psi Route 10 DR 1.049 17.11gpm 6.35fps C=120 0.09746 2-34 5-0 7-34 Pf Pe Pv 0.71psi -0.99psi 116 49 25-0 27-34 17.11gpm 5.6K 9.33psi 9.05psi K=5.6 Tee BL 1.728 20.14gpm 2.76fps C=120 0.01160 8-10 8-10 Pf Pe Pv 0.10psi 49 51 27-34 27-34 9.05psi 9.15psi BL 1.728 37.34gpm 5.11fps C=120 0.03633 164-84 22-7 187-34 Pf Pe Pv 6.80psi 51 61 27-34 27-34 9.15psi 15.96psi 2E,T CM2 3.314 37.34gpm 1.39fps C=120 0.00152 14-0 14-0 Pf Pe Pv 0.02psi 61 59 27-34 27-34 15.96psi 15.98psi Route 11 DR 1.049 17.15gpm 6.37fps C=120 0.09790 2-34 5-0 7-34 Pf Pe Pv 0.71psi -0.99psi 111 43 25-0 27-34 17.15gpm 5.6K 9.38psi 9.10psi K=5.6 Tee Route 12 DR 1.049 17.19gpm 6.38fps C=120 0.09838 2-34 5-0 7-34 Pf Pe Pv 0.72psi -0.99psi 118 51 25-0 27-34 17.19gpm 5.6K 9.43psi 9.15psi K=5.6 Tee Route 13 DR 1.049 19.10gpm 7.09fps C=120 0.11945 19-34 9-0 28-34 Pf Pe Pv 3.38psi -7.50psi 102 34 10-0 27-34 19.10gpm 5.6K11.63psi 7.51psi K=5.6 2E,T Route 14 DR 1.049 19.28gpm 7.16fps C=120 0.12163 17-34 5-0 22-34 Pf Pe Pv 2.71psi -7.50psi 106 39 10-0 27-34 19.28gpm 5.6K11.86psi 7.07psi K=5.6 Tee © 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 7 Job Number: T1-619 Ati ® 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 8 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.728 19.28gpm 2.64fps C=120 0.01070 2-3 11-3% 13-64 Pf Pe Pv 0.14psi 39 41 27-34 27-34 7.07psi 7.22psi Tee Route 15 DR 1.049 19.35gpm 7.18fps C=120 0.12237 18-94 9-0 27-94 Pf Pe Pv 3.40psi -7.50psi 104 36 10-0 27-34 19.35gpm 5.6K11.93psi 7.84psi K=5.6 2E,T Route 16 DR 1.049 20.41gpm 7.58fps C=120 0.13515 20-3 9-0 29-3 Pf Pe Pv 3.95psi -7.50psi 108 38 10-0 27-34 20.41gpm 5.6K13.29psi 9.74psi K=5.6 2E,T Route 17 FR 4.31 47.35gpm 1.04fps C=120 0.00066 1-6 27-104 29-4% Pf Pe Pv 0.02psi 0.65psi 18 17 20-8% 19-24 24.77psi 25.44psi Cross Route 18 BL 1.728 21.56gpm 2.95fps C=120 0.01316 41-5 11-34 52-84 Pf Pe Pv 0.69psi 21 23 27-34 27-3% 19.94psi 20.63psi Tee Route 19 BL 1.728 21.56gpm 2.95fps C=120 0.01316 110-9 50-94 161-7 Pf Pe Pv 2.13psi -0.00psi 52 32 25-9 25-9 18.11psi 20.23psi 5E,2T BL 1.728 12.04gpm 1.65fps C=120 0.00448 78-7 5-7% 84-3 Pf Pe Pv 0.38psi -0.67psi 32 21 25-9 27-3% 20.23psi 19.94psi _ Elbow Route 20 BL 1.728 9.52gpm 1.30fps C=120 0.00290 90-7 39-6 130-14 Pf Pe Pv 0.38psi -0.67psi 32 21 25-9 27-34 20.23psi 19.94psi Tee 2L,2T Route 21 BL 1.728 11.08gpm 1.52fps C=120 0.00384 92-6% 22-7 115-14 Pf Pe Pv 0.44psi 0.67psi 53 52 27-3% 25-9 17.00psi 18.11psi 2E,T Route 22 BL 1.728 10.49gpm 1.43fps C=120 0.00347 104-9 22-7 127-4 Pf Pe Pv 0.44psi 0.67psi 53 52 27-34 25-9 17.00psi 18.11psi Tee 4L Route 23 BL 1.728 12.38gpm 1.69fps C=120 0.00471 10-34 10-3% Pf Pe Pv 0.05psi 45 48 27-34 27-34 7.09psi 7.14psi Route 24 CM1 4.31 60.12gpm 1.32fps C=120 0.00102 8-0 8-0 Pf Pe Pv 0.01psi 27 25 27-34 27-34 20.82psi 20.83psi Route 25 BL 1.728 21.56gpm 2.95fps C=120 0.01316 45-11% 11-3% 57-3 Pf Pe Pv 0.75psi 54 53 27-34 27-3% 16.24psi 17.00psi Tee Route 26 CM2 3.314 60.12gpm 2.24fps C=120 0.00368 8-0 8-0 Pf Pe Pv 0.03psi 57 58 27-34 27-34 16.53psi 16.56psi CM2 3.314 40.03gpm 1.49fps C=120 0.00173 12-0 12-0 Pf Pe Pv 0.02psi 58 60 27-34 27-3% 16.56psi 16.58psi CM2 3.314 20.00gpm 0.74fps C=120 0.00048 14-0 14-0 Pf Pe Pv 0.01psi 60 62 27-3% 27-34 16.58psi 16.58psi Ati ® 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:30 Page 8 Job Number: TI -619 CO 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:31 Page 9 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.728 20.00gpm 2.74fps C=120 0.01145 346-54 22-7 369-0% Pf Pe Pv 4.23psi 62 27-34 31 27-34 16.58psi Tee 20.81psi Tee CM1 4.31 20.00gpm 0.44fps C=120 0.00013 14-0 14-0 Pf Pe Pv 0.00psi 31 27-3% 29 27-34 20.81psi 20.81psi CM1 4.31 40.03gpm 0.88fps C=120 0.00048 12-0 12-0 Pf Pe Pv 0.01psi 29 27-3% 27 27-34 20.81psi 20.82psi Route 27 BL 1.728 3.04gpm 0.42fps C=120 0.00035 10-4 10-4 Pf Pe Pv 0.00psi 46 27-34 49 27-3% 9.04psi 9.05psi Route 28 BL 1.728 11.57gpm 1.58fps C=120 0.00416 10-4 10-4 Pf Pe Pv 0.04psi 44 27-34 47 27-34 7.07psi 7.12psi Route 29 BL 1.728 20.03gpm 2.74fps C=120 0.01148 346-54 22-7 369-04 Pf Pe Pv 4.23psi 60 27-34 29 27-34 16.58psi Tee 20.81psi Tee Route 30 BL 1.728 20.09gpm 2.75fps C=120 0.01155 346-54 22-7 369-04 Pf Pe Pv 4.26psi 58 27-34 27 27-34 16.56psi Tee 20.82psi Tee Route 31 BL 1.728 20.31gpm 2.78fps C=120 0.01178 346-54 22-7 369-04 Pf Pe Pv 4.35psi 55 27-3% 24 27-3% 16.49psi Tee 20.84psi Tee Route 32 Units Key Diameter: Elevation: Flow: Discharge: Velocity: Pressure: Length: Friction Loss: HWC: Pt: Pn: Pf: Pe: Pv: Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe CO 1997-2002, M.E.P.CAD, Inc. 04/23/02 11:04:31 Page 9 01/12/2011 15:26 FAX 2537350113 FIRE SYSTEMS WEST Fire Systems West, Inc. f� 001/001 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253)833-1248 • Fax (253)735-0113 January 12, 2011 Tukwila Fire Department 444 Andover Park East Tukwila, WA FAX (206)-575-4439 Attention: Plan Review Reference: Group Health 12501 East Marginal Way South Gentlemen, Fire Systems West has been requested to change (2) existing 401 2 piece style sprinklers and escutcheons to Reliable G4 concealed type sprinklers at the above facility We would like a shut down number to allow us to change out the (2) sprinkler heads as soon as possible. If you have any questions or continents regarding this proposal please feel Free to eon tact our office. Thank you, FIRE SISTEMS WEST crinis Snu' Vice President No. � c) 1'=k�N4LA FIRE DEPARTIvlklvl Please call: 575.4407 and give this 'ob IL � ' �, o r1 and exact address for shut• l wvn or restoration anornvel. 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LJ 6-6 1•% W200S11 IW2271 R 03J 04% 0 IW200C11 1 . as R�-/ 2-6% .�_. afi dt� C o-_ R moi 8-6 11 I_I'II"II 1XI � ° :T.yI _o-. — V 0 WII W�■ ■ 12.0 1W2311 -i M i■■i■ ■■•i 7miwIkk ,_lir: I x 1111 moommicimmommuo ■ O 0 Ir R 8 1% 0 MWM 0 -i 0 1- 0 ■ g 0 om er Th- tta L HVAC 1% TO TO 1% LI. ml �h= ,I: LUUMYf =5 N- 90' ELL 1 TEE EE DET I HISS E T 1 TM OF DU 1'- I W252 I —a— lae-0— — -- —•-- — —°�?— —•-- �0•— — H --�— —O— —•--- menta I hed'Letter beer viewed -by The-Tukwila--Fire— F r gr r riance-with-current city --- Jeti e e etrrs 1n`� do no rize iolationss of adopted mun+ e r Isponsikiili fqr the_ re ily with the esigner. ns or revisions to these rawtngs after Is ac eptance b�p{�d wi require a ts�t s -fol ubsequent�approiraI 1s Su • ct t- eldest ara°-`d � Sn •pection b -- r The e plants- hav -P-reven? ion I-Bureau-fo le omisrliotis standards nd pr ade uacy of design Additions, deieti this d'�� vo'i th teSUDlrfitta � 0 nal: we Aa O • a th s. t tot • R E= ■ IW253I • 0 1W2541 ■ 0 tan revers u hm. ° O ■ SPRINKLER LEGEND $_at SE C) EXISTING BRONZE UPRIGHT IN 1" OUTLET TO BE REPLACED WITH CHROME RECESSED PENDENT O EXISTING PENDENT TO BE DEMO'D & PLUGED WITH'/:" PLUG O EXISTING PENDENT TO BE REMOVED & EXTEND ARM OVER TO NEW SUSPENDED CEILING NEW CHROME PENDENT A = CUT IN 1W X 1" STRAP AND ADD 1" DROP TO NEW SUSPENDED CEILING. (11) R = REMOVE EXISTING SSU AND EXTEND 1" DROP TO NEW SUSPENDED CEILING AND REPLACE WITH NEW RECESSED CHROME SSP. (29) S CUT IN MECHANICAL TEE T = ADD l'/:" TEE (4) 2ND FLOOR T.I. PLAN 0 6 12 18 SCALE 3A32"=1' -a' FITTER / LISTER NOTES : ALL ARMOVERS TO BE (1") SCH 40. TYPICAL HANGER TO BE 'SB', UNO. ALL ARMOVERS OVER 12" NEED SURGE RESTRAINERS. UTILIZE THE EXISTING DROPS. IF NOT, PLUG & USE PIPE STRAP. RISER IS LOCATED IN RISER ROOM IN WEST STAIR WELL EXISTING BRANCH LINES TO BE ROTATED 90° & STUB UPS TO BE CUT BACK OR EXTENDED TO SUSPENDED CEILING HEIGHT AND NEW CHROME SSP'S ADDED. R E2671 E266 r—, 0- AI 101 1W2031 -,P ) A IW202,1 IW20OM11 0 '\ / IW200E11 10 I1 iW203Ai�I Y_ ct 105 0 0 1W20 11 I PI 114 1 3 S A. -I 11 lj .Il H I i) 0 C 0 1 i 0 A 39 II O® / NOTE: ALL LENGTHS SHOWN ARE CUT LENGHTS 0 I E200L1 L 0-I �— 0 0 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEMS AND ADD PIPING TO ACCOMMODATE THE NEW GHC ADMIN OPS TENANT IMPROVEMENT CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING EXCLUSIONS - PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT. EXCEPT AS REQUIRED BY NFPA - ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES - ALL UNDERGROUND WORK DESIGN CRITERIA PER NFPA 13, 1999 EDITION, CITY OF TUKWILA, OFFICES ORDINARY HAZARD GROUP I OCCUPANCY 15 GPM /1500 SQ. FT CUT & GROOVE 7 - EXISTING PIPE FOR NEW 1 %" TEE & (3) COUPLINGS DETAIL 'A' a O 2 SCALE 1/7=1-07- 3 /2=1-0 3 REPLACE EXISTING 7 90°ELL W/VA" TEE & ADD (1) COUPLING DETAIL 'B' O 1 2 3 SCALE I UKWILA FIRE DEPARTMEN1 Please call: 575.44u7 and give this j b and exact address for shut, down or restoration approval, ROOM SCHEDULE ROOM ROOM rCEILING i CEILING NO NAME R0007 HEIGHT TYPE W200C1_CORRIDOR' 9'-a'-ta-a' I GAVE W200E1 ELEVATOR I -___.._7_._P_.. VV200MI MECH ROOM 8-0" GW8 W200M2 MECH SHAFT --- --_ - -- -- - --EXP W200S1 STAIR 10,0' I_ W201_TCONFERENCE ROOM__ I VARIESI___-_GW_B__ W202 JANITOR CLOSET 81Y'_ : GWB__ W203 MENSR/R _ I 8'_b" I _GWB W203A STORAGE 8-6" _ 1_ GWB_ W204 � WOMEN RR 8-6" � GWB_ _ 5205-21d OFFICES 10'-0" ACT W211 CONFERENCE ROOM I 10'-a' 1 ACT _ VV215 OFFICE 1 1a -a' ACT — — 1 - ---- 1216 I COPY ROOM I 1a-0" ACT 5217-219 OFFICES i 1a -a' ACT W2201 CONFERENCE ROOM _ 1a -a' I ACT N221-223 OFFICES I 1a-0" i ACT_ W227 ELECTRICAL ROOM 1a-0' ACT_ W231 COFFEE ROOM_ 10-0' _ ! ACT _ N251-254 OFFICES __ 10-a' I ACT ; PIPE PLAN LEGEND — — — EXISTING PIPING EXISTING PIPING TO BE DEMO'D NEW PIPIT III HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE - REVISIONS TOLCO FIG. 56 SIDE BEAM BRACKET. 34. AIR. 5116" X 254' LAG SCREW A WASHER SYM MANUFACTURER NEW TYPE MODEL HEAD 60 0101" LIE ARM OLKINITT C) RELIABLE Y°" PLUG SSP/REC F1FR CHR CHR 208 EXISTING • RELIABLE RELIABLE RELIABLE RELIABLE SSU SSU SSP PIER F1 FR PIER FIER BRZ BRZ CHR CHR Pol Alum CHR 1/2 1/2" 1/7 10" 1/2" 155' 213 AFF BOB BOO BOJ ace BOT OFOW UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JIKST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SW FIELD ORDER MOE FACE OF VIALL OUTSIDE FACE OF WALL NO AUTO. SPRIKKLERS UNLESS NOTED OTHERWISE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH SELLEN CONSTRUCTION 227 WESTLAKE AVE N SEATTLE, WA 98109 PROJECT MANAGER : BRET DOWNING PHONE : (206) 682-7770 SUPERINTENDENT : PHONE : teals. Inc. s WEST SDE.,' EAST SIDE KEY PLAN SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR REG NO SMITHFS13607 GHC ADMIN OPC CENTER 2ND FLR T.I. 12501 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON DESIGNER J. PETTIS DATE SHEET JOB NO 04-23-02 01 OF 02 T1 -619 0 40-0 31-0 31-0 31-0 ( 10 31-0 31-0 1-9%(12' IFOVV) IMIIII ■�■INa■ ■I■1��1 ■■I 1 ■ IlI°i O MINIM iilf3%� — o O ■■11■■■ 1■■■■I■■■ II! MI NINA ■I■■■■MITma==== • I NE ■111■■1■■■1■■ I�� 1�==■■�■■ 72C 0 111111liii 0 MEM OEM ._ ■ I I E■■ asM MEn — 0 �- —o-- ■ 111 1 III■ Mal NEM I� 1■MINIM =MC= O 0 O 1E2601 ' R w' W' t 23 I L�ii_i x. E2001.1 I L 0-- — —114 7-3 \Si 0-7% 1E2041 1t IE200S1I IE200M1I ) SE 6 0 O I I I MI6 ■■■ ■■1 ■■11■■1 ■■■1■ rI ■■11 u■11 I �■I■■11_11■■■II ■■111 II—`J I■�■1 I E250 I ■■II■I I E249I ■IMI MI N0Ju.COMB H VAC _SHAFT! 1E200M21 DETAIL 'C ISSHEET--- LL%, F— I II 4. r Jl U NT • 0 0 1E 03 I MI i G0 0 E248 0 ■ uiiii�iT�i��:r III111 M1■111■i■11 ■ ■II■■� !IS' - ■I pod= ■F gni i�-aMinw rMn'ri■1■Iira =wall II■■■■111■■1■I■■■■1_IIiI■■■■II111111'M 111Ema■III Oj ■I■ 111■■■■ICI■111■ ® %,. r■ `, % 111■ MEW 1111=1111 fE240I (E252I ■ ,I - 1 I E200C1I 1''4 0 } --0 R 0' \s JJy",. ■r■E "' ■ ii;iuiiIIIiiI.r REP A I ,IE206I `,° Ir ° �J11■ 31 Oh �■ IE2o7I 1 .I IE212I I • F DUC a I� ■ ■■ 1111■ ■IIII�I 1Y 0 4-0'/. H A �E200V1I 0 0 IE202II -^1L- —6—k-0— 1E2011 11 I'1 I -�e AI IF I L. L x 3% —®.— 4 R -- L �_ 1 rim ■ '11 F' 1E2161 1E2171 R O 0 0 Egli= 11 mrniiimum I I MI= 111■ —0— 0 0 ■■■ ■ ■■11 ■■■I■■■ 0 MI NM • ■I■■■■■■■■IMINI! ■ SEMI ■t ■ 11 0 L 1E218) IA y T R � n�11 ■■ MinSII gga -e 'IE200S2I S E D IL'D'/ S- T E221 —r - • r CIS 7 i I —a— — — 0 -- 0 -_ — Ali DEMO —I 12 b PLUG I - 3-1 —� —OO— R® 0 ■•■■I■■■■I 11E1111II .. 0 }10 0 _LI �h 3- 0 pi—, •.. }„'/. 0 E228 I / i ,I r I II • R ; ,I 1E2271 ,' HYDRAULICALLY MOST DEMANDING AREA SYS. 1 .15 GPM/SQ. FT. OVER 1500 SQ. FT. SYSTEM DEMAND AT BOR: 296.76 GPM AT 26.38 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAM) 111111111111— SPRINKLER LEGEND DA EXISTING BRONZE UPRIGHT IN 1" OUTLET TO BE REPLACED WITH CHROME RECESSED PENDENT • EXISTING PENDENT TO BE DEMO'D & PLUGED WITH W PLUG O EXISTING PENDENT TO BE REMOVED & EXTEND ARM OVER TO NEW SUSPENDED CEILING NEW CHROME PENDENT A = CUT IN 1W X 1" STRAP AND ADD 1" DROP TO NEW SUSPENDED CEILING. (6) R = REMOVE EXISTING SSU AND EXTEND 1" DROP TO NEW SUSPENDED CEILING AND REPLACE WITH NEW RECESSED CHROME SSP. (45) S CUT IN MECHANICAL TEE T = ADD 1%" TEE (3) 2ND FLOOR T.I. PLAN 0 6 12 SCALE 3/32"=1'-0" FITTER / LISTER NOTES : 18 1. ALL ARMOVERS TO BE (1") SCH 40 TYPICAL HANGER TO BE 'SB', UNO. 2. ALL AR MOVERS OVER 12" NEED SURGE RESTRAINERS. 3. UTILIZE THE EXISTING DROPS. IF NOT, PLUG & USE PIPE STRAP. 4. RISER IS LOCATED IN RISER ROOM IN WEST STAIR WELL. 5 EXISTING BRANCH LINES TO BE ROTATED 90° & STUB UPS TO BE CUT BACK OR EXTENDED TO SUSPENDED CEILING HEIGHT AND NEW CHROME SSP'S ADDED NOTE: ALL LENGTHS SHOWN ARE CUT LENGHTS C D REMOVE EXISTING 90° ELL & REPLACE W/VA" TEE & (2) COUPLINGS DETAIL 'C' 0 1 2 3 SCALE 12"=1'-0" x41 ■ U • I 7 CUT & GROOVE ONE END OF EXISTING PIPE AT COUPLING & ADD 1',5" TEE & (2) COUPLINGS DETAIL 'D' a 0 2 SCALE 12'=1'-0' 5/16" X 2%" LAG SCREW W/ 5/16" WASHER TOLCO FIGURE 58 SIDE BEAM BRACKET E SPRINKLER BRANCHLINE 3/8" ATR 3 T&G PLYWOOD DECK ibitil u71. _ - —1%'LVL NAILER STRIP HANGER_SB NTS ROOM SCHEDULE ROOM 1---, ROOM NO. I NAME CEILING HEIGHT CEILING : TYPE ' 0 c) 9 0 10,0 GVVB 11200S2 ITAIR ,i_ E202 AN STORAGE 10,0" , ACT E203 CONFERENCE ROOM VARIES ' G \AS E204 WAITING AREA O GINS , 'a CONFERENCE ROOM 10,0 ACT I L206-214 OFFICES 104' ACT ___ cis OFFICES 10,0" ACT 1 E224 ELECTRICAL ROOM 10-a. U 9 8 E227 o 10,0" ACT I E228 -238I OFFICES 10,0 ACT I E240 RECEPTION AREA 10,0" O E241 c6 10,0 ACT 0 OFFICES --I 10,0' ACT I r242 E247 I COPY ROOM 10-a. O C.) E248-253 OFFICES C ACT E260 N. 1a-cr --I, . ACT : E262 FILES AREA ' 9 ACT i E268 CONFERENCE ROOM 10-0" ACT E269 Ii 10,0' O - oI 1 o I 1 O ■ C D REMOVE EXISTING 90° ELL & REPLACE W/VA" TEE & (2) COUPLINGS DETAIL 'C' 0 1 2 3 SCALE 12"=1'-0" x41 ■ U • I 7 CUT & GROOVE ONE END OF EXISTING PIPE AT COUPLING & ADD 1',5" TEE & (2) COUPLINGS DETAIL 'D' a 0 2 SCALE 12'=1'-0' 5/16" X 2%" LAG SCREW W/ 5/16" WASHER TOLCO FIGURE 58 SIDE BEAM BRACKET E SPRINKLER BRANCHLINE 3/8" ATR 3 T&G PLYWOOD DECK ibitil u71. _ - —1%'LVL NAILER STRIP HANGER_SB NTS ROOM SCHEDULE ROOM 1---, ROOM NO. I NAME CEILING HEIGHT CEILING : TYPE ' 10,0 GVVB 11200S2 ITAIR ,i_ E202 AN STORAGE 10,0" , ACT E203 CONFERENCE ROOM VARIES ' G \AS E204 WAITING AREA 10,0' GINS , E205 CONFERENCE ROOM 10,0 ACT I L206-214 OFFICES 104' ACT ___ E216-22 OFFICES 10,0" ACT 1 E224 ELECTRICAL ROOM 10-a. GIAB I E227 CONFERENCE ROOM 10,0" ACT I E228 -238I OFFICES 10,0 ACT I E240 RECEPTION AREA 10,0" ACT ; E241 MTG ROOM 10,0 ACT -24q OFFICES --I 10,0' ACT I r242 E247 I COPY ROOM 10-a. ACT j E248-253 OFFICES 10,0 ACT E260 RECEPTION AREA 1a-cr --I, . ACT : E262 FILES AREA ' 10-cr ACT i E268 CONFERENCE ROOM 10-0" ACT E269 OFFICE 10,0' PIPE PLAN LEGEND EXISTING PIPING — — — EXISTING PIPING TO BE DEMO'D NEW PIPING TOP CHORD OF BAR JOIST HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY DATE: REVISIONS TOLCO FIG 543 SIDE BEAM BRACKET. 3/8. ATR. 5716. X 2W LAG SCREW & WASHER sY MANUFACTURER NEW TYPE MODEL ORIFICE SITE THTD OUANTI RELIABLE 14" PLUG SSP/REC CHR 155 208 0 EXISTING RELIABLE RELIABLE RELIABLE RELIABLE SSU SSU SSP Fl FR Fl FR Fl FR BRZ BRZ CHR PSI Alum 1/2" 155' 216 BOB BOO BOP BOP BOT CTS ROW NAS LINO ABOVE FINISHED FLOOR BOTTOM Of BEAM BOW. OF DECN ISCITTON Of JOIST BOTTOM OF PURLIN BERTON Of TRUSS CUT TO MAT FIELD ORDER MOE FACE OF WALL OUTSIDE FACE Of WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWSE BOD 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE CONTRACT WITH SELLEN CONSTRUCTION 227 WESTLAKE AVE N SEATTLE, WA 98109 PROJECT MANAGER :BRET DOWNING PHONE : (206) 682-7770 SUPERINTENDENT . PHONE : tells. Inc. s 392 11..749 Jim Pommett vvEsT SDE , EAST SIDE ihr CERTIFICATEIMAceNLY STAMP KEY PLAN fffwg SMITH FIRE SYSTEMS, INC. 1106 5401-1 AVE EAST TACOMA, WA 98424 CONTR REG NO SMITHFS1360T GHC ADMIN OPC CENTER 2ND FLR T.I. 12501 EAST MARGINAL WAY SOUTH TUKWI LA, WASH INGTON DESIGNER DATE SHEET JOB NO J. PETTIS 04-23-02 02 OF 02 31-0 31 - 1_9/4 (12" IFOW) ■ 0 r- 0 6 0 d c0h 0 o_ 6 6 0 8 0 4 WPM 31-0 MM IMM • "' _ 4 1b- -F_d- r Md o) ►- iiism gig WATImeril NM IL r 111111 pi,mw m 31-0 Wri WAS v�� = 1M • r� • r IM" 1111111 40-0 RECESSED ENTRY NAS : NON-COMBUSTIBLE CONSTRUCTION WITH NO HANDLING OR STORAGE OF COMBUSTIBLES BELOW PER NFPA 13, 1999 Ed., SECTION 5-13.8 1-6 ■� MOE 1FI■I■Ell■Il �llli'�iI\■7l111� Emminn inEsimiwani mi imi!'1.6 lid li■IU 6ii1-11 MINIii IIIIII I IIMi!Timm 11 II IMEM' 7■ r J, '� n11 ' _ ME MIIMMINC�'PI = �[s.�t�:�i� � : • Iti11 •' • • I • 11 �_ • .�1 7 1�. % 1i�J 1 • J �7 � • IIS • 1. • � H 111.1■■11■IIrII■II■111.1■■II■I ILII■■1■■1■�II■IIS Imo■!! 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H N E gran 4 RANCH AFF NAS NON-COMBUSTIBL UNACCESSI BLE BELOW STAIRS CON BRANC 1 MN III IO■■I■= 1 r 4W 14 OT -G 4W FM MIMI 111•11 -6 MINEMENOWAIN r I QIIIIi■I■��ill�l��■■m i Rya RAP =Mann l'IMM6arinilailliMarrI4 ,f r P. • I_ t.■11 II Ulm ..r gam= 11111111111111111 0 HEIM iiiiiiiIp11 !IG��I■11 \ SII■IJ►�� 11=111 �I �� Mi I MEM I TESEIMMENE1111 1,1111111111111N .. �..� 4-0 Elm NI imam r_!1F_•_II MEM IT NMI NM it3111111 lit■ II 11 win 111111111 11111101 EMU IN marizAwros. 3-4 =mike LIM 111 11 LINE OPEN TO ABOVE MEI frftAM OUPLI EMMA WILMID 111‘11 111111111111_11111 111121111 1 REM 1 1=11PUIIII4:11Pie==.111 II limn ItrIMINII 111111 PI 11 RY CANOPY ER NFPA 13 (1999 ed.) SECTION 5-13 8 1 EXCEPTION. NON-COMBUSTIBLE CONSTRUCTION AND NO STORAGE AND/OR HANDLING OF COMBUSTIBLES BELOW. 04 BUILDING B - 1ST FLOOR CONN CT N RANC 1 Wig .11.10 ffamisom murarrigmaammil imm 17 li iiiminliiiii mei 11 r um MI I 11=0111111 I Mr III Mil K. IR 131111MEEFI, ... 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WA UM NW, NEN IMAWilieir lanwiri.;16i 64 66 MINK Milrtra mmilmoirom 101 4W 4W 4W MOM IMMEMIK EINJWOMV. 4W MECH FIX magi [°-4 8 16 SCALE 10=11-0" FITTER / LISTER NOTES: 1. EXTEND ALL SSP'S WITH 1" DROPS DOWN TO NEW CEILING HEIGHTS AS INDICATED. 2. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 3. ALL ARMOVERS GREATER THAN 1'-0" SHALL HAVE A HANGER. TYPICAL HANGER TO BE 25B, UNO. 4. NOTE ALL PIPE DIMENSIONS ARE C TO C. 5. ALL SPRINKLERS AS DESCRIBED IN THE "SPRINKLER LEGEND" ARE EXISTING TO BE RELOCATED, EXCEPT : * EXISTING SSP-2PC TO REMAIN * EXISTING SSP-REC TO REMAIN 00 (38) NEW, (1) RELOCATED SSU (31) NEW, (396) RELOCATED SSP-REC i> EXISTING HSSW TO REMAIN HYDRAULICALLY MOST DEMANDING SYS. 1 SYSTEM DEMAND AT BOR: 628.89 GPM AT 94.15 PSI (INCLUDING 250 GPM FOR INSIDE HOSE STREAM) SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE TENANT IMPROVEMENTS AT BUILDING B 1ST FLOOR. SFS WILL START WORK AT THE EXISTING OVERHEAD SPRINKLER PIPING. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING. - SFS ASSUMES THE CEILING GRID START POINTS WILL REMAIN THE SAME AS SHELL WORK. - SFS ASSUMES THE VOID SPACE ABOVE THE NEW DROPPED CEILINGS WILL REMAIN NON-COMBUSTIBLE WITH PLENUM RATED WIRING OR DUCTING AND NO PLASTIC PLUMBING OR ELECTRIC MOTORS; THUS, REQUIRING NO SPRINKLER PROTECTION. EXCLUSIONS - PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT - ELECTRICAL WIRING OF ANY KIND - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES - FIRE EXTINGUISHERS. DESIGN CRITERIA PER NFPA 13, 1999 EDITION, CITY OF TUKWILA & FACTORY MUTUAL REQUIREMENTS ENTIRE BUILDING Please call: 575.4407 and give this job and exact address for shut= down or restoration approval; HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS TOP BEAM CLAMP WI 8" RETAINER STRAP & 3/8" ATR SYM 00 MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH RELIABLE SSU ORIFICE SIZE 1/2" THREAD SIZE RATING 1/2" 3/8" HILTI HDI -P DROP IN ANCHOR, 3/8" ATR & HANGER RING RELIABLE RELIABLE RELIABLE SSP SSP-REC HSSW CHROME CHROME BRZ Pol Alum CHROME 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 155 155 155 155 QUANTITY 39 6 427 1 473 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTrOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE 'CONTRACT WITH SELLEN CONSTRUCTION 228 NINTH AVENUE N. P.O. Box 9970 SEATTLE, WA 98109 PROJECT MANAGER : DAVE RATZKE PHONE : (206) 682-7770 FAX : (206) 623-5206 SUPERINTENDENT : GARY RAGER PHONE : (206) 439-2783 FAX : (206) 439-3226 CERTIFICATE OF COMPETANCY STAMP ORDINARY HAZARD GROUP 1 .15 GPM/SQ. FT. OVER 1500 SQ. FT. ACCEPTED Without Comments As Noted In Red Per The Attached Letter IThese plans have been reviewed by The Tukwila Fire standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted g standards and ordinances. The responsibility for the f; adequacy of design rests totally with the designer. i Additions, deletions or revisions to these drawings after 'this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. FILE FACTORY MUTUAL INSURANCE COMPANY WESTERN OPERATIONS CENTER r plan Is satisfactory. There is no transmfttal fetter. FM approved equipment should be used_ Final acceptance will be by field examination. of FM is limited to in ram* coverages. FM AT 88!;247 - Date L7 - PRIOR TOVALVE bY 4W Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3(4 °I By: KEY PLAN Erf5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T GROUP HEALTH T.I. BUILDING B 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. L. COLE 1-11-01 4 OF 4 T3-436 ROOM SCHEDULE ROOM NO. ROOM NAME CEILING HEIGHT CEILING TYPE HEAD TYPE W100C1 CORRIDOR 10'-0" ACT SSP-REC W10004 CORRIDOR 10'-0" ACT SSP-REC W10005 CORRIDOR 10'-0" ACT SSP-REC W100E1 ELEVATOR 10'-0" ACT SSP-REC W100H1 HALL 101-0" ACT SSP-REC W100M1 ELEVATOR EQUIPMENT 10'-0" (EXISTING) GVVB SSP-2PC W101 JANITOR 8.-0" (EXISTING) GVVI3 SSP-2PC W102 MEN 8.-6" (EXISTING) GW3 SSP-REC E103 SECURITY 10'-0" ACT SSP-REC W103 WOMEN 8.-6" (EXISTING) GW13 SSP-REC W104 STORAGE/EQUIPMENT 101-0" ACT SSP-REC W105 CONFERENCE 10'-0" ACT SSP-REC W106 CONFERENCE 10'-0" ACT SSP-REC W107 CONFERENCE . 10'-0" ACT SSP-REC W108 CONFERENCE 10'-0" ACT SSP-REC W111 CONFERENCE 15-6" RAD. CLOUD GVVB SSP-REC W112 CONFERENCE 10'-0" ACT SSP-REC W113 JOB CENTER 101-0" ACT SSP-REC W114 OFFICE 101-0" ACT SSP-REC W115 OFFICE 10'-a' ACT SSP-REC W116 OFFICE 10'-0" ACT SSP-REC W117 OFFICE 101-0" ACT SSP-REC W118 OFFICE 101-0" ACT SSP-REC W119 OFFICE 101-0" ACT SSP-REC E120 PRINT/COPY/COFFEE 101-01 ACT SSP-REC W121 OFFICE 101-0" ACT SSP-REC W122 OFFICE 101-0P ACT SSP-REC W123 OFFICE 101-0" ACT SSP-REC W124 OFFICE 101-0" ACT SSP-REC W125 OFFICE 10'-0" ACT SSP-REC W126 OFFICE 10'-0" ACT SSP-REC W127 OFFICE 101-0" ACT SSP-REC W128 OFFICE 101-0" ACT SSP-REC W129 OFFICE 101-0" ACT SSP-REC W130 OFFICE 101-0" ACT SSP-REC W131 OFFICE 101-0" ACT SSP-REC W132 OFFICE 101-0" ACT SSP-REC W133 OFFICE 101-0" ACT SSP-REC W134 OFFICE 101-0" ACT SSP-REC W135 OFFICE 101-0" ACT SSP-REC W136 OFFICE 101-0" ACT SSP-REC W140 OFFICE 101 -CP ACT SSP-REC W141 OFFICE 101-0" ACT SSP-REC W142 OFFICE 101-0" ACT SSP-REC W144 FILES 101-0" ACT SSP-REC W146 FILES 101-0" ACT SSP-REC W147 ELECTRICAL 101-0" ACT SSP-REC W148 VVORK ROOM 101-0" ACT SSP-REC W149 OFFICE 101-0" ACT SSP-REC W150 OFFICE 101-0" ACT SSP-REC W152 TRAINING 101-0" ACT SSP-REC W153 TRAINING 101-0" ACT SSP-REC W154 TRAINING 101-0" ACT SSP-REC W155 TRAINING 10'-0" ACT SSP-REC W156 OFFICE 101-0" ACT SSP-REC W157 STORAGE 10'-0" ACT SSP-REC W158 OFFICE 10'-0" ACT SSP-REC W160 OFFICE 10'-0" ACT SSP-REC W162 TRAINING lcr-a. ACT SSP-REC W163 OFFICE 10'-a' ACT SSP-REC W164 CONFERENCE 10' -On ACT SSP-REC RY CANOPY ER NFPA 13 (1999 ed.) SECTION 5-13 8 1 EXCEPTION. NON-COMBUSTIBLE CONSTRUCTION AND NO STORAGE AND/OR HANDLING OF COMBUSTIBLES BELOW. 04 BUILDING B - 1ST FLOOR CONN CT N RANC 1 Wig .11.10 ffamisom murarrigmaammil imm 17 li iiiminliiiii mei 11 r um MI I 11=0111111 I Mr III Mil K. IR 131111MEEFI, ... ME NM a o. 03 0 ■ O 0 N 4W ,90 I_ �1 - 1- • ME\ �■� ■illi■A�11�>I • E 0007 l' O 9 11■�I RAP �l ' 1Am PI 4W 1 NEE 4-0 ca 0 co NAS ON -COM BUSTI BL UNACCESSIBLE BELOW STAIRS 1 as no. Basm7,10.1LimmaiimmisLipz Ili _NNE En Mil MIIM 101 1111011111M WW1 lambarmAmeimmars, 11111111b111111111111 Ini 1 !I gioN1 I I -------= womm Human= ommum .111111. I Maid east momrkiMillEr"":111W1111111111111111 1111111 MM. iiMEMPIMMIFEMIMANIE I 21 BliM Om 8- Alla Balk .41 II WNW mr"pda0V-tA-437'76=1- In Ihreurigibiagesqd mom rAnrsimrAni. 1.1- ZWISMIIIIIIIIIIMIIIIIIIMIMININM' MiliMuggsing mrillormt MINEAWNESIAINUI re. 1111210111211ME-516T-TaillENDMIllin111111MMINESINE OPOPPNIMECIINIII BiguelLiallMillIVANIA IV 41 , 1 Om 1 mum 101 MAN MIMI MI MINVEIBM ME NMI iff_111MINNIlvil_ _am Ell 11111M MI MIMI IL 11111 1111 Ell IIIIM MI W. 1 A 1 iii NMI 11. WA UM NW, NEN IMAWilieir lanwiri.;16i 64 66 MINK Milrtra mmilmoirom 101 4W 4W 4W MOM IMMEMIK EINJWOMV. 4W MECH FIX magi [°-4 8 16 SCALE 10=11-0" FITTER / LISTER NOTES: 1. EXTEND ALL SSP'S WITH 1" DROPS DOWN TO NEW CEILING HEIGHTS AS INDICATED. 2. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 3. ALL ARMOVERS GREATER THAN 1'-0" SHALL HAVE A HANGER. TYPICAL HANGER TO BE 25B, UNO. 4. NOTE ALL PIPE DIMENSIONS ARE C TO C. 5. ALL SPRINKLERS AS DESCRIBED IN THE "SPRINKLER LEGEND" ARE EXISTING TO BE RELOCATED, EXCEPT : * EXISTING SSP-2PC TO REMAIN * EXISTING SSP-REC TO REMAIN 00 (38) NEW, (1) RELOCATED SSU (31) NEW, (396) RELOCATED SSP-REC i> EXISTING HSSW TO REMAIN HYDRAULICALLY MOST DEMANDING SYS. 1 SYSTEM DEMAND AT BOR: 628.89 GPM AT 94.15 PSI (INCLUDING 250 GPM FOR INSIDE HOSE STREAM) SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE TENANT IMPROVEMENTS AT BUILDING B 1ST FLOOR. SFS WILL START WORK AT THE EXISTING OVERHEAD SPRINKLER PIPING. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING. - SFS ASSUMES THE CEILING GRID START POINTS WILL REMAIN THE SAME AS SHELL WORK. - SFS ASSUMES THE VOID SPACE ABOVE THE NEW DROPPED CEILINGS WILL REMAIN NON-COMBUSTIBLE WITH PLENUM RATED WIRING OR DUCTING AND NO PLASTIC PLUMBING OR ELECTRIC MOTORS; THUS, REQUIRING NO SPRINKLER PROTECTION. EXCLUSIONS - PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT - ELECTRICAL WIRING OF ANY KIND - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES - FIRE EXTINGUISHERS. DESIGN CRITERIA PER NFPA 13, 1999 EDITION, CITY OF TUKWILA & FACTORY MUTUAL REQUIREMENTS ENTIRE BUILDING Please call: 575.4407 and give this job and exact address for shut= down or restoration approval; HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS TOP BEAM CLAMP WI 8" RETAINER STRAP & 3/8" ATR SYM 00 MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH RELIABLE SSU ORIFICE SIZE 1/2" THREAD SIZE RATING 1/2" 3/8" HILTI HDI -P DROP IN ANCHOR, 3/8" ATR & HANGER RING RELIABLE RELIABLE RELIABLE SSP SSP-REC HSSW CHROME CHROME BRZ Pol Alum CHROME 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 155 155 155 155 QUANTITY 39 6 427 1 473 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTrOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE 'CONTRACT WITH SELLEN CONSTRUCTION 228 NINTH AVENUE N. P.O. Box 9970 SEATTLE, WA 98109 PROJECT MANAGER : DAVE RATZKE PHONE : (206) 682-7770 FAX : (206) 623-5206 SUPERINTENDENT : GARY RAGER PHONE : (206) 439-2783 FAX : (206) 439-3226 CERTIFICATE OF COMPETANCY STAMP ORDINARY HAZARD GROUP 1 .15 GPM/SQ. FT. OVER 1500 SQ. FT. ACCEPTED Without Comments As Noted In Red Per The Attached Letter IThese plans have been reviewed by The Tukwila Fire standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted g standards and ordinances. The responsibility for the f; adequacy of design rests totally with the designer. i Additions, deletions or revisions to these drawings after 'this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. FILE FACTORY MUTUAL INSURANCE COMPANY WESTERN OPERATIONS CENTER r plan Is satisfactory. There is no transmfttal fetter. FM approved equipment should be used_ Final acceptance will be by field examination. of FM is limited to in ram* coverages. FM AT 88!;247 - Date L7 - PRIOR TOVALVE bY 4W Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3(4 °I By: KEY PLAN Erf5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T GROUP HEALTH T.I. BUILDING B 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. L. COLE 1-11-01 4 OF 4 T3-436 ROOM SCHEDULE ROOM NO. ROOM NAME CEILING HEIGHT CEILING TYPE HEAD TYPE E100C2 CORRIDOR 10'-0" ACT SSP-REC E10007 CORRIDOR 10'-0" ACT SSP-REC El 00L1 LOBBY OPEN TO ABOVE -- -- E100L2 WAITING 16-6" RAD. CLOUD GWB SSP-REC E101 ELECTRICAL 9.-0" (EXISTING) GVVB SSP-2PC E102 MDF 9.-0" (EXISTING) GVVB SSP-2PC E103 SECURITY 10'-0" ACT SSP-REC E104 SICK ROOM 10'-0" ACT SSP-REC E105 CONFERENCE 15-6" RAD. CLOUD GWB, SSP-REC E106 CONFERENCE 15'-6" RAD. CLOUD GVVB SSP-REC E107 CONFERENCE 101-0" ACT' SSP-REC E108 CONFERENCE 10'-0" ACT SSP-REC E109 CONFERENCE 10' -Cr ACT SSP-REC E110 CONFERENCE 10'-0" ACT SSP-REC E111 CONFERENCE 10'-0" ACT SSP-REC E112 CONFERENCE 10'-0" ACT SSP-REC E113 CONFERENCE 10'-0" ACT SSP-REC E114 CONFERENCE 101-0" ACT SSP-REC E115 CONFERENCE 101-0" ACT SSP-REC E116 CONFERENCE 10.-cri ACT' SSP-REC E117 RECEPTION 101-0" ACT SSP-REC E118 CONFERENCE 101 -Cr ACT, SSP-REC E120 PRINT/COPY/COFFEE 101-01 ACT SSP-REC E121 PLAN ROOM 101-0" ACT; SSP-REC E122 REFERENCE LIBRARY 1ce-cr Act SSP-REC E123 COPY 10'-0" ACT SSP-REC E124 LAN 101-0" ACT SSP-REC E126 CONFERENCE 10' -al ACT SSP-REC E127 CONFERENCE 101-0" ACTi SSP-REC E128 SHIPPING / RECEIVING 101-0" ACT SSP-REC E129 LUNCH 10'-0" ACT SSP-REC E130 CONFERENCE 101-0" ACT SSP-REC E132 OFFICE 10'-a' ACT' SSP-REC E133 OFFICE 10'-0" ACT. SSP-REC E134 PRINT 101-0" ACT: SSP-REC E137 CONFERENCE 10'-0" ACT1 SSP-REC E139 FILES 101-0" ACT, SSP-REC E140 ELECTRICAL 101-0" ACT SSP-REC E141 OFFICE 10'-0" ACT. SSP-REC E142 OFFICE 10'-0" ACT. SSP-REC E143 OFFICE 101-0" ACT SSP-REC El 45 STORAGE 101-0" ACT SSP-REC E146 OFFICE 101-0" ACT SSP-REC E147 OFFICE 101-0" ACT SSP-REC E148 OFFICE 101-0" ACT SSP-REC E149 CONFERENCE 101-0" ACT' SSP-REC RY CANOPY ER NFPA 13 (1999 ed.) SECTION 5-13 8 1 EXCEPTION. NON-COMBUSTIBLE CONSTRUCTION AND NO STORAGE AND/OR HANDLING OF COMBUSTIBLES BELOW. 04 BUILDING B - 1ST FLOOR CONN CT N RANC 1 Wig .11.10 ffamisom murarrigmaammil imm 17 li iiiminliiiii mei 11 r um MI I 11=0111111 I Mr III Mil K. IR 131111MEEFI, ... ME NM a o. 03 0 ■ O 0 N 4W ,90 I_ �1 - 1- • ME\ �■� ■illi■A�11�>I • E 0007 l' O 9 11■�I RAP �l ' 1Am PI 4W 1 NEE 4-0 ca 0 co NAS ON -COM BUSTI BL UNACCESSIBLE BELOW STAIRS 1 as no. Basm7,10.1LimmaiimmisLipz Ili _NNE En Mil MIIM 101 1111011111M WW1 lambarmAmeimmars, 11111111b111111111111 Ini 1 !I gioN1 I I -------= womm Human= ommum .111111. I Maid east momrkiMillEr"":111W1111111111111111 1111111 MM. iiMEMPIMMIFEMIMANIE I 21 BliM Om 8- Alla Balk .41 II WNW mr"pda0V-tA-437'76=1- In Ihreurigibiagesqd mom rAnrsimrAni. 1.1- ZWISMIIIIIIIIIIMIIIIIIIMIMININM' MiliMuggsing mrillormt MINEAWNESIAINUI re. 1111210111211ME-516T-TaillENDMIllin111111MMINESINE OPOPPNIMECIINIII BiguelLiallMillIVANIA IV 41 , 1 Om 1 mum 101 MAN MIMI MI MINVEIBM ME NMI iff_111MINNIlvil_ _am Ell 11111M MI MIMI IL 11111 1111 Ell IIIIM MI W. 1 A 1 iii NMI 11. WA UM NW, NEN IMAWilieir lanwiri.;16i 64 66 MINK Milrtra mmilmoirom 101 4W 4W 4W MOM IMMEMIK EINJWOMV. 4W MECH FIX magi [°-4 8 16 SCALE 10=11-0" FITTER / LISTER NOTES: 1. EXTEND ALL SSP'S WITH 1" DROPS DOWN TO NEW CEILING HEIGHTS AS INDICATED. 2. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 3. ALL ARMOVERS GREATER THAN 1'-0" SHALL HAVE A HANGER. TYPICAL HANGER TO BE 25B, UNO. 4. NOTE ALL PIPE DIMENSIONS ARE C TO C. 5. ALL SPRINKLERS AS DESCRIBED IN THE "SPRINKLER LEGEND" ARE EXISTING TO BE RELOCATED, EXCEPT : * EXISTING SSP-2PC TO REMAIN * EXISTING SSP-REC TO REMAIN 00 (38) NEW, (1) RELOCATED SSU (31) NEW, (396) RELOCATED SSP-REC i> EXISTING HSSW TO REMAIN HYDRAULICALLY MOST DEMANDING SYS. 1 SYSTEM DEMAND AT BOR: 628.89 GPM AT 94.15 PSI (INCLUDING 250 GPM FOR INSIDE HOSE STREAM) SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE TENANT IMPROVEMENTS AT BUILDING B 1ST FLOOR. SFS WILL START WORK AT THE EXISTING OVERHEAD SPRINKLER PIPING. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING. - SFS ASSUMES THE CEILING GRID START POINTS WILL REMAIN THE SAME AS SHELL WORK. - SFS ASSUMES THE VOID SPACE ABOVE THE NEW DROPPED CEILINGS WILL REMAIN NON-COMBUSTIBLE WITH PLENUM RATED WIRING OR DUCTING AND NO PLASTIC PLUMBING OR ELECTRIC MOTORS; THUS, REQUIRING NO SPRINKLER PROTECTION. EXCLUSIONS - PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT - ELECTRICAL WIRING OF ANY KIND - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES - FIRE EXTINGUISHERS. DESIGN CRITERIA PER NFPA 13, 1999 EDITION, CITY OF TUKWILA & FACTORY MUTUAL REQUIREMENTS ENTIRE BUILDING Please call: 575.4407 and give this job and exact address for shut= down or restoration approval; HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS TOP BEAM CLAMP WI 8" RETAINER STRAP & 3/8" ATR SYM 00 MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH RELIABLE SSU ORIFICE SIZE 1/2" THREAD SIZE RATING 1/2" 3/8" HILTI HDI -P DROP IN ANCHOR, 3/8" ATR & HANGER RING RELIABLE RELIABLE RELIABLE SSP SSP-REC HSSW CHROME CHROME BRZ Pol Alum CHROME 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 155 155 155 155 QUANTITY 39 6 427 1 473 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTrOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE 'CONTRACT WITH SELLEN CONSTRUCTION 228 NINTH AVENUE N. P.O. Box 9970 SEATTLE, WA 98109 PROJECT MANAGER : DAVE RATZKE PHONE : (206) 682-7770 FAX : (206) 623-5206 SUPERINTENDENT : GARY RAGER PHONE : (206) 439-2783 FAX : (206) 439-3226 CERTIFICATE OF COMPETANCY STAMP ORDINARY HAZARD GROUP 1 .15 GPM/SQ. FT. OVER 1500 SQ. FT. ACCEPTED Without Comments As Noted In Red Per The Attached Letter IThese plans have been reviewed by The Tukwila Fire standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted g standards and ordinances. The responsibility for the f; adequacy of design rests totally with the designer. i Additions, deletions or revisions to these drawings after 'this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. FILE FACTORY MUTUAL INSURANCE COMPANY WESTERN OPERATIONS CENTER r plan Is satisfactory. There is no transmfttal fetter. FM approved equipment should be used_ Final acceptance will be by field examination. of FM is limited to in ram* coverages. FM AT 88!;247 - Date L7 - PRIOR TOVALVE bY 4W Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3(4 °I By: KEY PLAN Erf5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T GROUP HEALTH T.I. BUILDING B 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. L. COLE 1-11-01 4 OF 4 T3-436 CELLNETIX FACILITY RELOCATIO FIRE ALARM SYSTEM ADDITION TUKWILA, WASHINGTO SHEET # DESCRIPTION FA -01 SYSTEM INFORMATION FA -02 CALCULATIONS / TYPICAL MOUNTING & WIRING DETAILS FA -03 LEVEL 01 WEST — FIRE ALARM PLAN FA -04 LEVEL 02 WEST — FIRE ALARM PLAN FA -05 LEVEL 02 EAST — FIRE ALARM PLAN FA -06 SINGLE LINE DIAGRAM SHEET INDEX ADDITION OF FIRE ALARM DEVICES TO AN EXISTING FIRE ALARM SYSTEM DUE TO TENANT IMPROVEMENT ON LEVEL 01 & LEVEL 02 SCOPE OF WORK WI E SCHEDULE A\D CO\DUIT FILL CHAT SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH ',EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END 1. ALL WALL -MOUNTED AUDIBLE & VISUAL SIGNALING APPLIANCES SHALL HAVE THEIR HEIGHTS ABOVE THE FINISHED FLOOR AT 80" TO BOTTOM. NFPA 72, 2013 EDITION, ALLOWS 80"-96" FOR VISUAL DEVICES (CH. 4-4.4) AND REQUIRES A MINIMUM OF 90" TO TOP FOR AUDIBLE DEVICES OR 6" FROM CEILING, WHICHEVER IS LOWER (CH. 4-3.5). FOR SLEEPING AREAS GREATER THAN 16' (LINEAR) VISIBLE NOTIFICATION SHALL BE WITHIN 16' OF PILLOW AND GREATER THAN OR EQUAL TO 24" FROM CEILING TO TOP OF LENS FOR 110cd (CH. 4-4.4.3.2) 2. ALL EQUIPMENT SHALL BE U.L. LISTED. 3. ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLE SHOOTING, ETC. 4. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC., TEL (206)622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC., THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 5. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIR -FLOW, NOR CLOSER THAN 3 FEET (900mm) FROM AN AIR SUPPLY DIFFUSER. 6. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 7. ALL FIRE ALARM DEVICE BACKBOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES, AND ASSOCIATED CONDUITS. SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDED BACKBOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 8. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED WITH APPROVED SMOKE. 9. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 10. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING • SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPED TO PREVENT GROUND FAULTS. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE UL LISTED (UUJS). 14. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS 15. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ 16. THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS 17. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS 18. A SET OF AS BUILT DRAWINGS TO BE TURNED INTO GSSINC WITH APPROPRIATE COLOR CODED MARKUP DRAWINGS (SEE SYMBOL LEGEND FOR COLOR CODING). QUANTITY (1) E 2 3 1 3 59 6 SYMBOL DESCRIPTION FACP BPS FIRE ALARM E CONTROL PANEL (EXISTING) REMOTE BOOSTER POWER SUPPLY MODEL MXL-IQ PS -8 -LP ® SMOKE DETECTOR FP -11 (ADDRESSABLE -PHOTO) DB -1 1 BASE ❑ . Without Comments As Noted in Red ❑ Per The Attached Letter These plans have been revieweo by The Tukwila Fire Prevs,:riof Bureau for conforma^re v'nth current aty stancsrds. Acceptance is subject to errors and omissions which do not authorize ,'ioiations of adopted standards and ordinances. The resuonsibility for the adequacy of design rYs.3 totah' ,,v rr; ti,e designer. Additions, deletions ur revisions u nese drawings after this date will void this acceptance ; i wi±i require a resubmit:0i of revised drawirny •,uosequent approval. Final acceptance Is subject to fief i rest and inspection by The Tukwila Fire Prevention Bureau. Date: "i By: MANUFACTURER BACKBOX MOUNTING HEIGHT SIEMENS EXISTING 66" A.F.F. TO TOP WHEELOCK PROVIDED 66" A.F.F. TO TOP SIEMENS 4S DEEP W/ 1G RING CEILING ADDRESSABLE INPUT MODULE TRI -S SIEMENS 4S BOX VERIFY LOCATION IN FIELD ADDRESSABLE OUTPUT MODULE TRI -R SIEMENS 4S BOX VERIFY LOCATION IN FIELD 8 FIRE ALARM HORN STROBE HSWC WHEELOCK 4S BOX CEILING FIRE ALARM STROBE STWC WHEELOCK 4S BOX CEILING JUNCTION BOX F.B.O. F.B.O. N/A VERIFY LOCATION IN FIELD END-OF-LINE RESISTOR VERIFY LOCATION IN FIELD W/F WATEFLOW SWITCH F.B.O. F.B.O. VERIFY LOCATION IN FIELD T/S TAMPER SWITCH F.B.O. F.B.O. VERIFY LOCATION IN FIELD PIV POST INDICATOR VALVE F.B.O. F.B.O. VERIFY LOCATION IN FIELD E EXISTING DEVICE N/A N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A SYMBOLS LEGEND IIM Fire Permit Number 2., TO ;�::;1 �„c .:;a impactions coil 206-575-4407 REVIEWED BY: ANTHONY MEDAWAR, CET NICET LEVEL III, FIRE ALARM SYSTEMS NICET ID: 144058 VALID THROUGH: FEBRUARY 1, 2023 RELEASE/REVISIONS REV. BY: AJH WIRE DESIGNATIIN SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE - ADDRESSABLE LOOP TWO #16 FPLP S STROBE CIRCUIT TWO #14 FPLP T POWER SUPPLY TRIGGER TWO #14 FPLP I INITIATION CIRCUIT TWO #16 FPLP CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1(2" .8,2 SQUARE 2' 1.34 SQUARE DIMENSIONS AREA .244 O.D. .0467 .210 O.D. .0346 .156 O.D. .0191 CONDUIT FROM THE TABLE FILL DIMENSION FROM OF THE WIRE. LL NCH NCH NCH NCH NCH INCH SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH ',EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END 1. ALL WALL -MOUNTED AUDIBLE & VISUAL SIGNALING APPLIANCES SHALL HAVE THEIR HEIGHTS ABOVE THE FINISHED FLOOR AT 80" TO BOTTOM. NFPA 72, 2013 EDITION, ALLOWS 80"-96" FOR VISUAL DEVICES (CH. 4-4.4) AND REQUIRES A MINIMUM OF 90" TO TOP FOR AUDIBLE DEVICES OR 6" FROM CEILING, WHICHEVER IS LOWER (CH. 4-3.5). FOR SLEEPING AREAS GREATER THAN 16' (LINEAR) VISIBLE NOTIFICATION SHALL BE WITHIN 16' OF PILLOW AND GREATER THAN OR EQUAL TO 24" FROM CEILING TO TOP OF LENS FOR 110cd (CH. 4-4.4.3.2) 2. ALL EQUIPMENT SHALL BE U.L. LISTED. 3. ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLE SHOOTING, ETC. 4. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC., TEL (206)622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC., THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 5. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIR -FLOW, NOR CLOSER THAN 3 FEET (900mm) FROM AN AIR SUPPLY DIFFUSER. 6. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 7. ALL FIRE ALARM DEVICE BACKBOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES, AND ASSOCIATED CONDUITS. SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDED BACKBOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 8. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED WITH APPROVED SMOKE. 9. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 10. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING • SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPED TO PREVENT GROUND FAULTS. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE UL LISTED (UUJS). 14. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS 15. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ 16. THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS 17. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS 18. A SET OF AS BUILT DRAWINGS TO BE TURNED INTO GSSINC WITH APPROPRIATE COLOR CODED MARKUP DRAWINGS (SEE SYMBOL LEGEND FOR COLOR CODING). QUANTITY (1) E 2 3 1 3 59 6 SYMBOL DESCRIPTION FACP BPS FIRE ALARM E CONTROL PANEL (EXISTING) REMOTE BOOSTER POWER SUPPLY MODEL MXL-IQ PS -8 -LP ® SMOKE DETECTOR FP -11 (ADDRESSABLE -PHOTO) DB -1 1 BASE ❑ . Without Comments As Noted in Red ❑ Per The Attached Letter These plans have been revieweo by The Tukwila Fire Prevs,:riof Bureau for conforma^re v'nth current aty stancsrds. Acceptance is subject to errors and omissions which do not authorize ,'ioiations of adopted standards and ordinances. The resuonsibility for the adequacy of design rYs.3 totah' ,,v rr; ti,e designer. Additions, deletions ur revisions u nese drawings after this date will void this acceptance ; i wi±i require a resubmit:0i of revised drawirny •,uosequent approval. Final acceptance Is subject to fief i rest and inspection by The Tukwila Fire Prevention Bureau. Date: "i By: MANUFACTURER BACKBOX MOUNTING HEIGHT SIEMENS EXISTING 66" A.F.F. TO TOP WHEELOCK PROVIDED 66" A.F.F. TO TOP SIEMENS 4S DEEP W/ 1G RING CEILING ADDRESSABLE INPUT MODULE TRI -S SIEMENS 4S BOX VERIFY LOCATION IN FIELD ADDRESSABLE OUTPUT MODULE TRI -R SIEMENS 4S BOX VERIFY LOCATION IN FIELD 8 FIRE ALARM HORN STROBE HSWC WHEELOCK 4S BOX CEILING FIRE ALARM STROBE STWC WHEELOCK 4S BOX CEILING JUNCTION BOX F.B.O. F.B.O. N/A VERIFY LOCATION IN FIELD END-OF-LINE RESISTOR VERIFY LOCATION IN FIELD W/F WATEFLOW SWITCH F.B.O. F.B.O. VERIFY LOCATION IN FIELD T/S TAMPER SWITCH F.B.O. F.B.O. VERIFY LOCATION IN FIELD PIV POST INDICATOR VALVE F.B.O. F.B.O. VERIFY LOCATION IN FIELD E EXISTING DEVICE N/A N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A SYMBOLS LEGEND IIM Fire Permit Number 2., TO ;�::;1 �„c .:;a impactions coil 206-575-4407 REVIEWED BY: ANTHONY MEDAWAR, CET NICET LEVEL III, FIRE ALARM SYSTEMS NICET ID: 144058 VALID THROUGH: FEBRUARY 1, 2023 RELEASE/REVISIONS REV. BY: AJH DESCRIPTION SHOP DRAWINGS DATE 08/30/19 o ««< OFm: 2 2 Cn W 0 Q1 CC< 0 Q O I— cin • CaT) < ccWQ LI..T Q �J W cv F TO W LL z L1J J W11 0 (1) >I GALE: NOT TO SCALE DRAWN BY: A. HETLAND DESIGNED BY: T. QUAALE DATE: 08/30/ 19 WIRE DESIGNATION GENERAL NOTES VICINITY MAP Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved BACKROUND PLAN PROVIDED BY: .1_0B NUMBER:48459-1} ,c\f. SHEET FA -0 1 A B C D E F G H I J K FIRE ALARM BOOSTER Project: CELLNETIX FACILITY Panel: BPS#1 WIL PS -8 -LP REMOTE Date:: December 11, 2019 Module/Device POWER RELOCATION Qty SUPPLY BOOSTER Standby (mA) BATTERY POWER SUPPLY Total Standby (mA) CALCULATION Alarm (mA) Total Alarm (mA) Power Module 1 129 129 0 129 129 0 TOTAL FIRE ALARM POWER SUPPLY 129 129 Auxiliary Device Current 0 0 Notification Appliance LoadTotal / mA)0' 3749 pp (Max.( z CCCCC Total(A)= ; 129 Total(B)= 3878 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 129 3878 Total current ratings converted to amperes (line D x .001) 0.129 3.878 Number of standby hours (24 or60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 3.096 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H , Total Alarm AH 0.3230374 Add lines G and I Total Standby and Alarm AH 3.4190374 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 4.10284488 RECOMMNEDED MINIMUM BATTERY SIZE 12VDC 7.0 AMP -HR *** RECOMMENDED MINIMUM BATTERY SIZE = 12VDC 7.0 AMP -HR *** Notification Appliance Circuit Detail PROJECT: CELLNETIX FACILITY RELOCATION Panel:. BPS#1 W/L PS -8 -LP BOOSTER POWER SUPPLY Date: December 11, 2019 Wire Resistance 258 CURRENT TOTAL 3749.00 3 'HSWC @15cd, HSWC @3Ocd:'- HSWC @75cd HSWC @95cd ; ; STWC @15cd STWC @3064 DEVICES 6 176 61 TOTAL m A= 0; 6261 14 228 23.26 626 2 2 4 Total Wire Resistance (R ) Total Device Load, Amps (I) .Voltage Drop (E ) EOL:Voltage" HSWC @15cd NswC 30cd HSWC @75cd HSWC @95cd STWC @15cd s-niv:C @3Ocd WL*2)*(R/ft); Total Cct,Load). (E= I * R) 24-E 1.18 0:133 0.74 23.26 82 102 148 164 204... 592 Total Wire Resistance (R ) Total Device, Load, Amps (I). Voltage Drop (E ) i EOL Voltage': HSWC @15cd HSW$1C'@30cd 6 HSWC @75cd HSWC.:®950d 2 STWC @15cd T1tVC' 30cd 2' DEVICES :10 82. 102 .:'..'. 148: 1.76 61 0; 0. 888 0. 122' 170.. 1180i 14 335 21.96: 1180 Total Wire Resistance (R ) Total Device Load, Amps(1) 'Voltage Drop (E ) EQLjVoIta ge ;(WL*2)*(R/ft) (Total Cct Load):, (E-1*R) 24 -E. 1.73 1.18 2.04 21.96 3 1 1 DEVICES HSWC @15cd HSWC @30cd HSWC @75cd HSWC @95cd STWC @15cd STWC @30cd 8 TOTA Total Wire Resistance (R ) Total Device Load, Amps (I) Voltage Drop (E ) EOL. Voltage 82; 102 , 148 176' 61 85 m A= 246i 0 148' 528 61: 0.. 983' 14 315 22.40: (WL*2)*(Rift); (Total Cct Load) (E=I*R) 24 -E) 983 1.63 0.98 1.60 22.40 A, B C! D E F G H I J K FIRE ALARM BOOSTER `Project: CELLNETIX FACILITY Panel: BPS#2 W/L PS -8 -LP REMOTE Date: December 11, 2019 Module/Device POWER RELOCATION Qty SUPPLY BOOSTER Standby (mA) BATTERY POWER SUPPLY Total Standby (mA) CALCULA Alarm (mA) TION Total Alarm (mA) Power Module 1 129 129 0 129 129 0 TOTAL FIRE ALARM POWER SUPPLY 129 129 Auxiliary Device Current 0 0 Notification Appliance Load (Max. Total / mA) 0' 3671 z CCCCC Total(A)=' 129Total(B)= 3800 CALCULATION Total current ratings of all devices in system (line A + line B + line C) 129 3800 Total current ratings converted to amperes (line D x .001) 0.129 3.8 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 3.096 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.31654 Add lines G and I Total Standby and Alarm AH 3.41254 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 4.095048 RECOMMNEDED MINIMUM BATTERY SIZE 12VDC 7.0 AMP -HR *** RECOMMENDED MINIMUM BATTERY SIZE = 12VDC 7.0 AMP -HR *** CALCULATIONS Notification Appliance Circuit Detail PROJECT: CELLNETIX FACILITY RELOCATION Panel: BPS#2 W/L PS -8 -LP BOOSTER POWER SUPPLY, Date: December 11, 2019 :Wire Resistance 258 CURRENT TOTAL= 3671.00 2 :6.; 1 DEVICES HSWC @15cd HSWC @30cd HSWC @75cd HSWC @95cd STWC @15cd STwC @30cd 11 82 102 148 176... s1... 85 TOTAL mA 164 612 1461 352 0` 1276; 14 296 Total Wire Resistance (R ) Total Device Load,`Amps(I) Voltage Drop (E ) EOL Voltage 22.05 1276 WL * 2 ) * (Rift) Total Cct Load) _I * R) 24-E) 1.53 1.28 1.95 22.05 5 HSWC @15cd 3 HSWC @30cd,' 2 HSWC @75cd 1 ,HSWC.@95cd `STWC @15cd STWC @30cd DEVICES 11 Total Wire Resistance (R Total Device Load, A_mps(Ij;..: Voltage Drop (E ) EOL Voltage 82 410: 102.... 148: 176 61 85, mA= 306 296 176 0: 0 1188' 14 418 21.44. 1188 =(WL*2)*(Rift) (Total Cct Load) (E=I*R) 24..E) 2.16 1,19 2.56 21.44 HSWC @15cd HSWC @30cd 2 HSWC @75cd 1 . HSWC @95cd STWC @15cd STW C@3Ucd DEVICES '11 102 148 176 61. 85 TOTAL mA: Total Wire Resistance (R ) Total De vice Load, Amps (I Voltage Drop (E ) EOL:Voltage. 164' 510:.. 296, 176.: 61 0. 1207; 14 388 21.58 1207 (WL*2)*(Rift) (Total Cct Loa(!) ,(E=I*R) 24 -E) 2.00 1.21 2.42 21.58 DEVICES HSWC @15cd HSWC.@30cd HSWC @75cd HSWC @95cd STWC @15cd STWC"@30cd 0 82: 102. 148. 176 61 0 0' 0 0" 14 24.00 0 Total Wire Resistance (R ) Total Device Load, Amps (I) Voltage Drop (E ) EOL Voltage •l;- '(WL*2)*(Rift) Teta 1 Cct Load) (E= I * R) 0.00 0.00 24.00 TRIGGER FROM EXISTING MXL FACP TYPICAL PS -8 -LP POWER SUPPLY WIRING DETAIL NAC CIRCUIT S4 NAC CIRCUIT S3 NAC CIRCUIT S2 NAC CIRCUIT Si EXISTING FP -11 SMOKE DETECTOR TO PS -8 -LP POWER SUPPLY NEW FP -11 SMOKE DETECTOR TYPICAL DATA LOOP WIRING DETAIL TO NEXT ADDRESSABLE DEVICE o �vJ 8 7 6 ELEVATOR RECALL HORN STROBE HORN STROBE TYPICAL NAC CIRCUIT WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS HORN STROBE CEILING-\\ TILE EOL SUPPORT BRIDGE 4S BOX CEILING STROBE HORN STROBE/STROBE MOUNTING DETAIL (DROP CEILING) HARD LID CEILING SUPPORT BRIDGE 4S BOX CEILING STROBE HORN STROBE/STROBE MOUNTING DETAIL (HARD LID) REVIEWED BY: ANTHONY MEDAWAR, CET NICET LEVEL III, FIRE ALARM SYSTEMS NICET I D: 144058 VALID THROUGH: FEBRUARY 1, 2023 Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS 1REV. BY: DMG I DESCRIPTION SHOP DRAWINGS DATE 08/30/19 z CCCCC F- 0 CD z 0 z CC -J C/7 0 �CALE: NOT TO SCALE DRAWN BY: A. HETLAND DESIGNED BY: T. QUAALE DATE: 08/30/ 19 BACKROUND PLAN PROVIDED BY: 'OB NUMBER:48459-1 SHEET FA -02 AREA OF • - - • INTERVENTION • . • 1,1 • • • • • • .• . l' • ii • : i • .• . . : • . I . WASTE/HAZIVIAT STORAGE W101 S1-3 151 20-•11 5/8" ,/ P03 W10.1B ..•-•••- •••••••".•••••..•• •.... • •.•• .•.•.••....•• ...•••...•............•.•.........•..."•........ ."••.••.••..•„.•••••..... • ••. .• .." HIGH DENSITY SHELVING SYSTEM UNDER SEPARATE PERMIT MAINTAIN EXISTING IHR FIRE RATED WALLS, TYP, / </P0 W10 A I Co Co 0 S OFFICE Vitio3A .1.Y 1 04A FICE- \A 104 I CO STOCKRO W105 MAINTAIN EXISTING 1HR FIRE RATED WALLS, TYP. 0 11 1:. 32'-0" P02 it P03 81-6 15Cd 2 S1-2 95Cd V LIBR. Y/ST W102 S1-5 15Cd P0' S1-1 15Cd OFFICE, H W106 -st- S I L•••• • W107A OFFICE_ b I VV107 9'-0" Co W102A EOL Si it SHUNT ---D 1/4" • cVATOR 1100E2 PRIM ALT -HAT •• • ' P03 . ---- Ect4 .•‘,1 .cr) \mos 11 TO NEW BPS II TO EXISTING1 'ADORESSABLE DEVICE - ; • • I • I, • 4 • 11 • . • • • L. L-- : • .• LEVEL 01 WEST- FIRE ALARM PLAN SCALE: 1/8" = 1 '0" .FLAGNOTES: TO NEW BPS REMOTE BOOSTER POWER SUPPLY LOCATED IN FACP ROOM LEVEL 01. TO EXISTING ADDRESSABLE DEVICE. FIELD VERIFY WITH G.S.S. TECHNICIAN. ELEVATOR RELAY MODULES. FIELD VERIFY EXACT LOCATION I ELEVATOR MACHINE ROOM. I . • I 1 . , • 'I • , . , . . . . . . 1 . ...... -11 ..... ; I REVIEWED BY: ANTHONY MEDAWAR, CET NICET LEVEL III, FIRE ALARM SYSTEMS NICET ID: 144058 VALID THROUGH: FEBRUARY 1, 2023 Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved 1743 ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 z 0 LU LU (/) I I LU _J FREV. BY: I :::(' z 0 1=. a_ E (.) co Lu SHOP DRAWINGS DATE 08/30/19 2 <<<<< z 0 F- 0 w >— F— X F- LL1 z LLI w z 0 0 0 LU LU 4-CALE: 1/8" =1 '0" DRAWN BY: A. HETLAN D DESIGNED BY: T. QUAALE DATE:08/30/19 BACKROUND PLAN PROVIDED BY: ._.10B NUMBER: 48459-12 I SHEET FA -03 I I I I 1 I t . I I , I . •• • 1 . II I 1: i • P02 S2-3 75Cd SPECl/ tLS MB(/ BX W201 \ _..• . • • • • i• 1 I•• 111. IHC W20113 '• I I• 1 I t I I MICROTOMY W2010 S2-2 75Cd S2-4 75Cd /' P0' S2-1 75Cd MAINTAIN EXISTING IHR • ••••• • NEW ELEVAT AFT. FIRE RATED WALLS, TYP. REFER TO STRUCTU VV200S1A <P03 <F)02 TO EXISTIN&*A,DDRESSABLE DEVICE 0.4 i • 1 CYTO PROCESSING W201G DISTRIBUTION W201F S3 -7--- 756d• I . 'D-NTO NEW BPS 22313•-••• PROCESSING/E EDDING W22, S2-5 30Cd S2-6 1 5Cd r DATA CLOSET Va22 W222A c STAIRS W200S1 P02 MAINTAIN EXISTING 1HR — FIRE RATED WALLS, TYP. P02/ / EOL S4 • GROSSING W201D HISTOLOGY STORAGE W221 S2-7 .15Cd t" P02; SING TORAE GO S27V'1220 30Cd S4-7 EOL S2 P02 FLAG NOTES: TO NEW BPS REMOTE BOOSTER POWER SUPPLY LOCATED IN FACP ROOM LEVEL 01. TO EXISTING ADDRESSABLE DEVICE. FIELD VERIFY WITH G.S.S. TECHNICIAN. ELEVATOR RELAY MODULES. FIELD VERIFY EXACT LOCATION IN ELEVATOR MACHINE ROOM. PAP STORAGE W2011 -I S3-5 75Cd HIGH DENSITY SHELVING SYSTEM UNDER SEPARATE PERMIT 24-9 7S53-4 c6 ALIGN COFFEE W216 MECH W200M2 s DNIONEWB 17'-0" ACCESSI G W20 S4-6 95Cd I 6 • : ; S3-3 S3-2 30Cd .!... 30Cd I 1 i . . . I I ! I I• ALIGN ALIGN 6 !WA s •+- 1.-0:QxERs TELEPHONE . ' W W217 215 I 1 I W219 t • - OFFICE io ,••••••••• ; W213 EQ < CN I • 1 ,•••••• I i OT11 El W214 OFFICE W212 ,OFFICE W211 EO OFFICE OFFICE W210 I W209 .1 . .• • . .• I 1 •• • • i, 10.-5 9/16" 1. 101-9 9/16" i 1 : . I! .t I i. 1 , •1' iii tr S4-4 1 5Cd 0 W215A,S3-9 ,15Cd& 1 cst) 6'-8 211— W2 1 4A/ *1183-10 - 15Cd •••• •••• (0 EOL 13 CONF(S) \A, R W204 JiN\HTORS MAINTAIN EXISTING 1HR CLOSET FIRE RATED WALLS, TYP. I ...• W202 ,•• MECH 2001\ 11 I S4-2 H 15Cd 9'-471" 1 11'-25f32' ••••' • 1< 11'‘ 1 1 I 1 I I 1 I I 'RI 1 S ,1 0 1i 1 c\I I I OFFICE «) W208 -6 • I 10-27/16" ' I . . : • STOR STORAGE W 201 ' 1 ... i:- ' 4 203A •• t) ..,---..--- i -c•-1 ii ii:i.:." - W20 1. W205A " 5'-3 S4-8 .,.,_. • i5c0 1 . 0 i 1 Cs.1 OFFICE OFFICE W207 I • W20 %11 9 15/16" I 8'-1 1/2" • LEVEL 02 WEST- FIRE ALARM PLAN SCALE: 1/8" = 11011 • ELEVATO W200E1 15 1 I ' I • I- - • i ..1 ' i- - I l• 1 ' • 'E?B0L1A T1. . . • STAIRS E200S1 LOBBY. E200L1* S3-1 75Cd DN TO NEW BPS REVIEWED BY: ANTHONY MEDAWAR, CET NICET LEVEL III, FIRE ALARM SYSTEMS NICET ID: 144058 VALID THROUGH: FEBRUARY 1,2023 Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved 1745 ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS 0 0 0 _1 cly LL F.— LU co uJ0 LU 111 4ALE: 1 /8"= 1 '0" DRAWN BY: A. HETLAND DESIGNED BY: T. QUAALE DATE: 08/30/19 BACKROUND PLAN PROVIDED BY: JOB NUMBER: 48459-1i SHEET FA -04} FLOW W201J S5- 95Cd J All IT ORS CLOSET W202 • 7 ,........... ....................,........... _....... '1.17.,77......r.._.„......i...lit.'2:•;•:::::::::;;;•:::!'-t::!-'; ! ---;;-"•;-;-"-t'7•;;•;;7""-7'..17 "---;'•":!:'';'""""•""!"; ""'-'..-:;1;•'•';'' ...-4., : ••••- - ........_____ i! I • I i i , ! I I I t 1 I I 11 1 1 1 I I I I I I I ...! ,_.;=. W201 1 EOL I S5 ,1 -- CD ! 1 c‘i LU ! 11 I I 1, FREEZEPJSI ORA E. „,. , • I ti ,..........7_0FISH SCOPE ! 1 LI E240 • 1 1 1 1 vi e 1 S5-10,„"- I I 30Cd 1 i ..•• • I 9.-1 1 i /32"----- • 8 I , 1 I 1 W • : 1 1 I ; i ••••••• < 1 ; 1 r'• 0 ; 11 I I j i 1 1 1 1 III 1 1 lit i 1 I I i iii I iI 1 1 IFIS 11 I i II, I LIEPULAR – POE) E2;42 S5-4 30Cd W V N I S5-5 30Cd S5-6 30Cd 2-8 17/32" MAINTAIN EXISTING 1HR FIRE 1'.2TED W4.;LS, TYE. , .. • •, . . • . . : . ' . LL.f•-• i E200L1A I I „ MECH , /NV W200M1 ELEVATO W200E1, LOBBY E200L.1 .•-' 2•.••.;;" ; .••" STAIRS E2Q0S1 ... ;,.:tt•tz: S5-2 15Cd IDF 02.00m1 I — • ;I;•• ' N .••• • • MECH E200M2 • 1BOARD R� E S7-4 30Cd •-• 1 • t ••-•••• S5-7 I 30Cd .•" 5'-0" S5-1 Cd „.„ N 1T-5 15/16" SUPPORT SERV CES Ezr • S5-8 30Cd IDNI TO NEW BPS lul SCR NG S5-9 75Cd 3T-3 31/32' 0") • ; t ttt— • I I c`i S6-2 15Cd S OPEN CE ! I E237A. S3-'71 15Cd S6-3 30Cd S6-4 75Cd 39-10 1/32" BREAK ROOM E237 DN TONEW 8PriS7 N I I i I i I : • OFFICE E2 • : , • :.. • .74 P L'' ,• ,• < l' ;•' S7-3 95Cd 43.-0" 54'-3 25/32" 1 in i I tr; w ALIGN I OFFICE 5217 10 S6-5 30Cd FLAGNOTES: TO NEW BPS REMOTE BOOSTER POWER SUPPLY LOCATED IN FACP ROOM LEVEL 01. TO EXISTING ADDRESSABLE DEVICE. FIELD VERIFY WITH G.S.S. TECHNICIAN. ELEVATOR RELAY MODULES. FIELD VERIFY EXACT LOCATION IN ELEVATOR MACHINE ROOM. I - I I I E2370 ,§6-8 i5Cd I < ..1r1 s FINANCE E236 11 • E.219A . I S6-7 •30Cd CONFE ENCE --•i E219 4.-11 5/321 ,„ •1 1 11 LL1 I . . I • ; c-) 1; • N I Li OFFICE E218 S7-2 I 30Cd OFFEE 1E212 S7-1 75Cd /P02 • REEPTtONN S7-5 30Cd MAINTAIN EXISTING 1HR FIRE RATED WALLS, TYP. E 050 15.-10 3/4" ; c\iri • (...) ‘. I [II 1 1(Y-7 9/32" OFFICE .•::•••• . ,•":••• 5205 •• 10-4 27/32" OFFICE E207 < .; < • 1-0 Pt-- •• 10 tC\Iti 10'-7 9/32" OFFICE 5209 E2 -15A% I 171-; 1 01 N LU OFFICE • E204 11-4 7/8" S7-6 .15Cd HO N • N Ili I w • OFFICE E206 11.-4 7/8" 15Cd S7-7 La.: • !"! c\!:: ., ..... OFFICE '.1 OFFICE i 1 11 i1 5208 E210 ' II i 11-429/32" -4; 11.-111. 7/32" I Ilit , , j .,......„........, ...... ...... • N w T ROOM 1 . <NJ • LU S6-6 15Cd OFFICE E220 E22OA E221A1 OFFICE E221 5222A/ ,. •-• • OFFICE l• E222 1 DN TO NEW BPS 41 1, E./(i - - - OFFICE 11 E223 ,. • 1 i..... S7-8 30Cd 23-0" LEVEL 02 EAST- FIRE ALARM PLAN CONF 5 24 o S7-9 15Cd • I • 11.-6 7/16" ,E02' STAIR E200S2 ELEC. E224 S OPEN OFFICE SCALE: 1/8" = 1 '0" S6-9 95Cd E235A OFFICE -5235 • • • , • 5234A OFFICE 5234 S6-10 15Cd 8.-10 7/8" • OFFICE OFFICE • E232 H E233 i•\! • --- 1! t•N !, co 0,111 I ! E200S2B LI) E215 • MAIN -FAN EXISTING 1HR FIRE RATED WALLS, TYP. E231A OFFICE 5231 OFFICE E230 E229A OFFICE E229 ,E228A OFFICE 5228 S6-11 75Cd EOL S7 S7-10 75Cd 5227A S7-11 30Cd EOL S6 OFFICE E225 OFFICE 5226 12'43 17/32' REVIEWED BY: ANTHONY MEDAWAR, CET NICET LEVEL III, FIRE ALARM SYSTEMS NICET ID: 144058 VALID THROUGH: FEBRUARY 1,2023 Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved c0 1745 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-14990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: = "") DESCRIPTION SHOP DRAWINGS DATE 08/30/19 2 <<<<< DRAWN BY: A. HETLAND DESIGNED BY: T. QUAALE DATE:08/30/19 BACKROUND PLAN PROVIDED BY: \...10B NUMBER: 48459—) 1 SHEET FA -05 LEVEL 2 LEVEL 1 FLAGNOTES: TO NEW BPS REMOTE BOOSTER POWER SUPPLY LOCATED IN FACP ROOM LEVEL 01. TO EXISTING ADDRESSABLE DEVICE. FIELD VERIFY WITH G.S.S. TECHNICIAN. ELEVATOR RELAY MODULES. FIELD VERIFY EXACT LOCATION IN ELEVATOR MACHINE ROOM. V D V D V D V D ,vo b ® I S TO EXISTING ADDRESSABLE DEVICE D ® b ( TO EXISTING ADDRESSABLE DEVICE D SHUNT TRIP HAT ELEV ELEV FLASH ALT PRIM RECALL RECALL FACP S8 (SPARE) S7-1 75Cd S6-1 S7-3 95Cd S7-4 30Cd S6-3 S7-6 15Cd S6-5 S7-7 15Cd S7-8 30Cd 15Cd S7-10 S7-11 75Cd S6-9 30Cd S6-10 S6-11 15Cd 15Cd 30Cd 75Cd 30Cd 15Cd 30Cd 15Cd 95Cd 15Cd 75Cd S5-1 S5-2 S5-3 S5-4 S5-5 S5-7 S5-10 S5-11 15Cd 15Cd 95Cd 30Cd 30Cd 30Cd 30Cd 30Cd 75Cd 30Cd 95Cd 75Cd 15Cd 15Cd 15Cd 15Cd 95Cd 95Cd 95Cd EOL S4 S 75Cd 30Cd S2-1 S3-3 30Cd S2-2 S3-8 75Cd 75Cd 75Cd 75Cd 75Cd S2-3 S2-4 S2-5 S2-6 S2-7 S2-8 75Cd 75Cd 75Cd 75Cd 30Cd 15Cd 30Cd 15Cd BPS1 BPS2 S1-2 S1-3 S1-6 15Cd 95Cd 30Cd 30Cd 15Cd 15Cd 5110 VAC, DEDICATED 55 (BY OTHERS) EOL S1 S3-9 S3-10 15Cd 15Cd EOL S2 EOL S3 EOL S7 EOL S6 EOL S5 FIRE ALARM RISER DIAGRAM REVIEWED BY: ANTHONY MEDAWAR, CET NICET LEVEL III, FIRE ALARM SYSTEMS NICET ID: 144058 VALID THROUGH: FEBRUARY 1, 2023 Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved 46 14 FAX (206) 628-4990 TEL. (206) 622-651+5 RELEASE/REVISIONS REV. BY: a DESCRIPTION SHOP DRAWINGS DATE 08/30/19 z 0 �z co O 0 r w P. <z CC ›— w<0 zz J �QQ o §s LQL ¢Lij CCTH w� z J -J W U D 4-CALE: NOT TO SCALE DRAWN BY: A. HETLAND DESIGNED BY: T. QUAALE DATE: 08/30119 BACKROUND PLAN PROVIDED BY: \OB NUMBER:48459-1} 1 SHEET FA -06 OSYELL,\ INTEGRATED E FIR ALARM SYSTEM ADDITI UKWILA, ASHING ! ON S --ET # 3ESCRTIO\ FA -01 SYSTEM I\FOMATION\ FA -02 TYPICAL WIRI\G A\D MOU\TING DETAILS FA -03 CALCULATIONS & SI\GLE LI\E DIAGRANv FA -OL FLOCR PLAN — FRE ALARM SYSTEv SHEET LIST ADDITION OF 1 NEW REMOTE BOOSTER POWER SUPPLY, 29 NEW CEILING MOUNT NAC DEVICES, 1 NEW WALL MOUNT NAC DEVICE AND 1 NEW ADDRESSABLE INITIATING DEVICE FOR THIS TENANT IMPROVEMENT SCOPE OF WORK WIR SCH-D L A\ 3 CO\ 3 T FILL C AST WIRE DESIG\ATIIN SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D ADDRESSABLE DATA LOOP TWISTED SHIELDED PAIR #16 FPLP S STROBE CIRCUIT TWO #14 FPLP T POWER SUPPLY TRIGGER TWO #14 FPLP I INITIATION CIRCUIT TWO #16 FPLP CO\DUIT FILL CHAT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH 1. ALL WALL -MOUNTED AUDIBLE & VISUAL SIGNALING APPLIANCES SHALL HAVE THEIR HEIGHTS ABOVE THE FINISHED FLOOR AT 80" TO BOTTOM. NFPA 72, 2013 EDITION, ALLOWS 80"-96" FOR VISUAL DEVICES (CH. 4-4.4) AND REQUIRES A MINIMUM OF 90" TO TOP FOR AUDIBLE DEVICES OR 6" FROM CEILING, WHICHEVER IS LOWER (CH. 4-3,5), FOR SLEEPING AREAS GREATER THAN 16' (LINEAR) VISIBLE NOTIFICATION SHALL BE WITHIN 16' OF PILLOW AND GREATER THAN OR EQUAL TO 24" FROM CEILING TO TOP OF LENS FOR 110cd (CH. 4-4,4.3,2) 2. ALL EQUIPMENT SHALL BE U.L. LISTED. 3, ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLE SHOOTING, ETC. 4. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRI❑R APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC., TEL (206)622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITI❑NAL PARTS, ENGINEERING, ETC., THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 5. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIR -FLOW, NOR CLOSER THAN 3 FEET (900mm) FROM AN AIR SUPPLY DIFFUSER. 6, ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARA SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 7. ALL FIRE ALARM DEVICE BACKBOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTI❑N BOXES, AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATI❑N. SYSTEM SUPPLIER PROVIDED BACKBOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED, 8, SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED WITH APPROVED SMOKE. 9, ALL WIRING, INITIATING DEVICES AND ANNUNCIAT❑R PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATI❑N. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIAT❑R PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 10, ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPED TO PREVENT GROUND FAULTS. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT N❑ISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATI❑NS. 13. FIRE ALARM SYSTEM INSTALLATI❑N COMPANY SHALL BE UL LISTED (UUJS), 14. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS 15. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ 16, THE FACP SHALL NOT BE ENERGIZED WITH❑UT THE PRESENCE OF G.S.S. TECHNICIANS 17. A SET OF INSTALLATI❑N AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS 18. A SET OF AS BUILT DRAWINGS TO BE TURNED INTO GSSINC WITH APPROPRIATE COLOR CODED MARKUP DRAWINGS (SEE SYMBOL LEGEND FOR COLOR CODING). QUANTITY E 1 1 24 5 1 E E E E E E E SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP E FIRE ALARM CONTROL PANEL (EXISTING) MXL SIEMENS EXISTING 66" A.F.F. TO TOP SINGLE INPUT INTERFACE MODULE (NEW) TRI -S SIEMENS 4S BOX VERIFY LOCATION IN FIELD BPS REMOTE BOOSTER POWER SUPPLY (NEW) PS -8 -LP WHEELOCK PROVIDED 66" A.F.F. TO TOP FIRE ALARM HORN STROBE (NEW) HSWC WHEELOCK 4S BOX CEILING FIRE ALARM STROBE (NEW) STWC WHEELOCK 4S BOX CEILING FM E FIRE ALARM HORN STROBE (NEW) FIRE ALARM HORN STROBE (EXISTING) FIRE ALARM ANNUNCIATOR (EXISTING) HSW HSW EXISTING WHEELOCK WHEELOCK SIEMENS 4S BOX 4S BOX EXISTING 80" A.F.F. TO BOTTOivi 80" A.F.F. TO BOTTOM 60" A.F.F. TO CENTER BPS E REMOTE BOOSTER POWER SUPPLY (EXISTING) PS -8 WHEELOCK EXISTING 66" A.F.E. TO TOP ®E ADDRESSABLE SMOKE DETECTOR (EXISTING) FP -11 W/ SIEMENS EXISTING DB -11 BASE CEILING RM E SINGLE INPUT W/ RELAY INTERFACE MODULE (EXISTING) TRI -R SIEMENS 4S BOX VERIFY LDCATION IN FIELD 13"E ❑FE ADDRESSABLE DUCT DETECTOR (EXISTING) ADDRESSABLE MANUAL PULL STATION (EXISTING) FDBZ492-HR SIEMENS EXISTING HVAC DUCT WORKS MSI -10B SIEMENS EXISTING CEILING END-OF-LINE RESISTOR VERIFY I ()CATION IN FIELD E EXISTING DEVICE N/A N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE GREEN AS BUILT REMOVE N/A N/A N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A Without Comments As Noted in Red Per The Attached Letter The plans have beef! <eviewed by The .Tukwila Fire €=r -::.;bion Bureau fry, ..olformance with current City Accepri,•;.. F° r•;(.421ject to errors and •:ns which rar,, +-itorize violations of adopted ds and ordin: n,. -;q:. 111E.!. responsibility for the aac cy of design with the designer. thletior r= %asion.L-i to these drawings after ti-. ,.:ft:e will void t,; ; ,:4-..:4,:eptz8xx and will require a re mittal of rz +.1;.e _, d'rFAir ;;: 't';;.,;• subsequent approval. Fir , accepter"a� .,,,? J1-.• ;a��';3 ';-(.7r to ?"4ss'� tteSt and Inspection by The 1 ukwiia Fire Poe,ventIco Date: i( -i By:., ►� TtM(W A FIRE DEPARTMENT Plea e call 206-575-41-407 and give this Fire Permit No, and exact address for shut- down or r..estora n. rprovai. rr</ AIS . is/STt_��',= ,•. PC's 2 2018 �L jnlfi,, r. UKWILA. FIRS E> RRES 09/01 / ._;320 Ca) G,) G` _.J -- U) N LL. Lc) .0 CEJ w H- RELEASE/REVISIONS 5: - CO w DESCRIPTION SHOP DRAWINGS r w C z_ Co 0 o �� o�• or) OSz W `C 0 () 0Z �QQ 2 cc W<1, d 15§ - WNL CC T (S-CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 10/16/1 6 BACKROUND PLAN PROVIDED BY: VVIRE DESIGNATION GENERAL NOTES SYMBOLS LEGEND Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved B NUMBER:37069 SHEET FA -01 TO EXISTING IML CONTROL PANEL TRIGGER FROM EXISTING CONTROL PANEL a 182 RBO CAUTION: 00 DB -11 O 0 FP -11 SMOKE DETECTOR Ha/ MSI -10B MANUAL PULL STATION FORCAU110N: t! IhU1 CAUTION : HOT SURFACES CAUTION: XLARH mAe 81 fall «r/18000/ OM Nq MCI181/ - snic PROM, SAC 11131103. 0W/ a wn c Ela Mla wQ ElM +N_ 0 +oc2 +yds- + - ;0 !!); PS -8 -LP POWER SUPPLY WIRING DETAIL f 0 0 -I- SPARE SPARE NAC CIRCUIT S2 ? NAC CIRCUIT S1 O 0 0 0 0 7 TRI -S O o O UNIT DUCT DETECTOR TYPICAL DATA LOOP WIRING DIAGRAM CEILIN TILE CONTROL HARDWARE SUPPORT BRIDGE 4S BOX CEILING STROBE FDBZ492-HR TB1 11 12 13 HORN STROBE/STROBE MOUNTING DETAIL (DROP CEILING) TO PS -8 -LP POWER SUPPLY HARD LID CEILING TO NEXT ADDRESSABLE DEVICE SUPPORT BRIDGE 4S BOX CEILING STROBE HORN STROBE/STROBE MOUNTING DETAIL (HARD LID) HORN STROBE TYPICAL WIRING AND MOUNTING DETAILS STROBE HORN STROBE TYPICAL NAC CIRCUIT WIRING DETAIL HORN STROBE EOL /„,•(-\ Tn . ill )` 1' 27;x63 ;C'FGsTEcrV-" -/•`J ,./OtVA L EXPIRES 09/01/.2020 J ,T rr) 0\ co ON I cL 1 O SD C7 `D 77. O N S Q LL. J F-. LU U La LC) LTJ SD C) C) N — i RELEASE/REVISIONS m w CZ DESCRIPTION SHOP DRAWINGS 03 to 0 H CI) W z CCU ®cocTO vi p ._z QS „�O W <0 Z C3 ; z << Zcc QcC oz .�! cE r W H (I) 0 W 71-7 ZSjt tletle LU 0 CD z RING AND ""ri: �CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 10/16/18 BACKROUND PLAN PROVIDED BY: \ 0B NUMBER: 37069--1 y SHEET Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved O2 DUCT DETECTOR SIMI Eft EMI FACP 2T S S FIRE ALARM BOOSTER POWER SUPPLY BATTERY CALCULATION Project: LEOSTELLA T.I. Panel: NEW W/L PS -8 -LP REMOTE BOOSTER POWER SUPPLY Date: ' October 18, 2018 Module/Device Qty Standby Total Standby (mA) (mA) Alarm Total Alarm (mA) (mA) Power Module 1 129 129 0 129 129 0 A I TOTAL FIRE ALARM POWER SUPPLY 129 129 B :Auxiliary Device Current 0 0 C ; Notification Appliance Load (Max. Total / mA) 0 D E F G H J K 3138 Total(A)= 129 Total(B)= CALCULATION 3267 Total current ratings of all devices in system (line A + line B + line C) 129 3267 Total current ratings converted to amperes (line D x .001) 0.129 3.267 Number of standby hours (24 or 60 per NFPA 72, Chapter 1, 1-5.2.5). 24 Multiply lines E and F Total Standby AH 3.096 Alarm sounding period in hours (5 mins+ .0833 hours) 0.0833 Multiply lines E and H Total Alarm AH 0.2721411 Add lines G and I Total Standby and Alarm AH 3.3681411 Multiply line J by 1.2 (20% extra insurance to meet desired performance) 4.04176932 RECOMMNEDED MINIMUM BATTERY SIZE 12VDC 7.0 AMP -HR CALCULATIONS S S S4-1 S4-2 S4-3 S4-4 S4-5 75Cd 15Cd 15Cd 75Cd 15Cd S4-6 S4-7 S4-8 15Cd 15Cd 75Cd S S3-1 S3-2 S3-3 S3-4 S3-5 S3-6 S3-7 75Cd 75Cd 15Cd 30Cd 30Cd 30Cd 30Cd EOL S3 S2-1 S2-2 S2-3 S2-4 S2-5 S2-6 S2-7 S2-8 95Cd 30Cd 75Cd 95Cd 30Cd 75Cd 15Cd 15Cd EOL S2 EOL S4 S BPS S1-1 S1-2 S1-3 S1-4 S1-5 S1-6 S1-7 S1-8 S1-9 15Cd 15Cd 30Cd 30Cd 30Cd 30Cd 75Cd 30Cd 15Cd SINGLE LINE DIAGRAM 120 VAC, DEDICATED ( BY OTHERS ) EOL S1 Notification Appliance Circuit Detail PROJECT: LEOSTELLA T.I. Panel: NEW W/L PS -8 -LP BOOSTER POWER SUPPLY Date: October 18, 2018 Wire Resistance 2.58 CURRENT TOTAL= 3138.00 1 HSWC @15cd 5 HSWC@30cd... 1 HSWC @75cd 1 HSW @l5cd 1 STWC @15cd STWC @30cd' DEVICES 9 73. 87. 139 73 61 73 435 139 73 61 0 TOTAL mA= Total Wire Resistance (R ) Total Device Load, Amps (I) Voltage Drop ( E ) EOL Voltage 781 14 283 22.86 ( WL * 2 )* (R/ft) (Total Cct Load) (E=I*R) 24 - E) 781 1.46 0.78 1.14 22.86 2 :HSW @15cd 2 HSWC @30cd 2 'HSWC @75cd 2 HSWC @95cd 'STWC @15cd STWC @3Ocd DEVICES 8 73 87. 139 :...: 163, 61 85 • TOTAL mA= Total Wire Resistance (R ) Total Device Load, Amps.(I Voltage Drop (E ) EOL Voltage 146 174 278 32.6 0 0 924 14 407 22.06 ( WL * 2 )* (R/ft) (Total Cct Load) (E= I * R) 24 - E) 924 2.10 0.92 1.94 22.06 'HSWC @15cd 4 . HSWC @30cd 2 NSW @75cd HSWC @95cd 1 STWC @15cd STWC @30cd DEVICES :7 73` 139; 163.,- 61 85_ TOTAL m A= 0 :.,.348 278 0 61 687 14 Total Wire Resistance ( R Total Device Load, Amps (I) Voltage Drop ( E) , EOL Voltage 288 22.98 ( WL * 2 )* (R/ft) (Total Cct Load) (E= I * R) 24 - E) 687 1.49 0.69 1.02 22.98 2 . HSWC @15cd HSWC @30cd 3 HSWC @75cd HSWC. @95cd; 3 STWC @l5cd STWC @30cd DEVICES .8 73' 87 139 163 61 85 TOTAL mA= Total Wire Resistance (R ) Total Device Load, Amps (I) Voltage Drop ( E ) EOL Voltage 146 0 417 0 183 746 14 198 23.24 ( WL * 2 )* (R/ft) (Total Cct Load) (E=I*R) 24 - E) 746 1.02 0.75 0.76 23.24 G/ �•\Fu 1-9T E�F-G AL f EXPIRES 09/ 0"i; 2020 Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved a ND CO �3 Cl) Ll -.1 U) rr) r-- RELEASE/REVISIONS co 0 0 Lu l� DESCRIPTION SHOP DRAWINGS w F- oo co 0 0 z • F- 0) L1J I LLI loc LU F- F- col"' Z y- a d 0 0 ZZ cn cc� CC <o W N CC D it I•-- IONS & SINGLE 0 (CALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. 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Al'i 0:44A.A# .40. • 4. ., 4t,, 4 414•84,441.1141:1•44t, #47.8 , /10 s• .-v. 4:44:4441yrite 0,44•4•40,10.4t 1/4 istv:044- 0.#4.:444.40•mt**** SATELLITE STORAGE 125 S1-6 30Cd S2-2 S2-3 30Cd 75Cd S2-7 15Cd 15Cd E9L• , 1 T S2-8 '! 15Cd E..1 CORRIDOR 114 MEETING 110 S3 30 OPEN OFFICE [112 I • i 1 15C d S3-5 S3-1 30Cd 75C d 75Cd FLOOR PLAN - FIRE ALARM SYSTEM SCALE: 1/8" = 1,0" EXPIRES 09/0/2 0 20 Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS " r!! 1Aµii , la • t • t # • ,?° CO LU DESCRIPTION DRAWINGS 0_ 0 (r) ) c!, Cr) LU ‘.0 uJ UJ co c0 CD 0 1-7 0 LLi(1) >- (/) (f) cc uJ CC LL LLJ (S''CALE: 1/8"='0" DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 1 0/1 611 8 BACKROUND PLAN PROVIDED BY: NUMBER: 37 0 69 -1} SHEET FA -04 THRUST BLOCK BY OTHERS I I 6" D.I I I I I i S. 124TH STREET THRUST BLOCK TYP BY SFS -+ n. a scn p/ THRUST BLOCK BY SFS _ 4" GALV SCH 10 (WRAPPED) FDC FIRE DEPT CONN. WITH 5° STORZ & 30° ELL BY SFS SFS START PT. A YARD POST INDICATOR VALVE BY OTHERS ilk ."4"------ THRUST BLOCK BY OTHERS BUILDING A 4*) CONSTRUCTION TYPE PER UBC : V -N SPRK OCCUPANCY PER UBC : B / F2 FLOOR AREA : 1ST - 40,806 SQ. FT. 2ND - 40,806 SQ. FT. TOTAL- 81,612 SQ. FT. - YARD POST INDICATOR VALVE BY OTHERS [-SFS START PT. B " 6DJ. 52 6" Dyl. BY OTHRS SUPPLY THRUST BLOCK BY SFS 8" D.I. BY OTHERS 8" D.I. BY OTHERS BUILDING B CONSTRUCTION TYPE PER UBC : V -N SPRK OCCUPANCY PER UBC : B / F2 FLOOR AREA : 1ST - 40,806 SQ. FT. 2ND - 40,806 SQ. FT. FIRE DEPT. CONN WITH 5" STORZ & 30° ELL BY SFS TOTAL - 81,612 SQ. FT. 8" D.I. BY OTHERS UNDERGROUND NOTES: 1) PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL. 2) ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF PIPE). 3) ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 4) ALL UNDERGROUND PIPING SHALL BE RODDED AND/OR BLOCKED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). 5) ALL UNDERGROUND PIPING SHALL BE HYDRO- STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 6) ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 390 GPM 6" - 880 GPM 8" - 1,560 GPM 10" - 2,400 GPM 12" - 3,520 GPM 7) ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. - -- - -- - --- ----------- ----- ---- -- --------------- SITE PLAN LEGEND - NEW UNDERGROUND BY SFS - NEW UNDERGROUND BY OTHERS = EXISTING UNDERGROUND -�- NEW FIRE HYDRANT EXISTING FIRE HYDRANT OTO NEW YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX EXISTING VALVE WITH ROADWAY BOX Co NEW FIRE DEPARTMENT CONNECTION WITH 5" STORZ ADAPTER S. 126TH STREET SITE PLAN 20 40 60 80 100 %" `.11.1`.% • •ter SCALE 1" = 40' WATER SUPPLY DATA STATIC RESIDUAL FLOWING 128 PSI 20 PSI 3800 GPM BASED ON HYDRAULIC ANALYSIS ON 10" MAIN ALONG EAST MARGINAL WAY S. & S. 124TH ST. ELEVATION OF TEST APPROXIMATELY THE SAME AS BUILDING FINISHED FLOOR. INFORMATION PROVIDED BY MARK PARSONS OF WATER DISTRICT #125. HANGER LEGEND SPRINKLER LEGEND SYM MANUFACTURER TYPE MODEL a SAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING OUANTTTY ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE BOD VARIES 29-0 to 31-0 AFF 15-0 AFF BOD VARIES 29-0 to 31-0 AFF GENERAL NOTES 1. ALL COUPLINGS WITH (F) TO BE FLEXIBLE 2. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER/PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO 0.059 1.536 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO 0.074 1.728 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.203 ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING) 3.456 0.202 21/2 SUPER-FLO 0.074 2.703 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO 0.074 3.314 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 6.526 0.458 4 SUPER-FLO 0.074 4.310 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 17.300 1.144 6 ** 0.134 6.357 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 23.030 1.649 8 ** 0.188 8.249 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL PROVIDE ONE WET PIPE AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM FOR EACH BUILDING (A & B). SFS WILL START WORK DOWNSTREAM OF THE YARD POST INDICATOR VALVE PROVIDED BY OTHERS FOR EACH BUILDING. SFS WILL ALSO INSTALL A YARD FIRE DEPARTMENT CONNECTION FOR EACH BUILDING. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40°F TO PREVENT FREEZING. - SFS ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SYSTEM - SFS ASSUMES THE SPACE ABOVE THE SUSPENDED CEILING TO BE NON-COMBUSTIBLE (PLENUM RATED WIRING AND DUCTING, NO ELECTRIC MOTORS OR PLASTIC PIPING) AND THEREFORE REQUIRES NO SPRINKLER PROTECTION. EXCLUSIONS - PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT - ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL AND TAMPER SWITCHES - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND MONITORING SERVICES - ALL UNDERGROUND WORK UPSTREAM OF THE YARD POST INDICATOR VALVES. - DITCHING, BACKFILL, AND SELECT FILL FOR UNDERGROUND WORK. DESIGN CRITERIA 1ST FLOOR OFFICES ORDINARY HAZARD GROUP I .15 GPM/SQ. FT. OVER 1005 SQ. FT. NOTE: AREA REDUCTION BASED ON USE OF QUICK RESPONSE SPRINKLERS AND MAXIMUM CEILING HEIGHT OF 14'-8" AFF PER NFPA 13 (1999 Ed.) SECTION 7-2.3.2.4 2ND FLOOR OFFICES ORDINARY HAZARD GROUP I .15 GPM/SQ. FT. OVER 1500 SQ. FT. BUILT-UP ROOFING ON R-19 RIGID INSULATION ON 22 GA TYPE HSB STEEL ROOF DECK A AMA TYP CROSS SECTI0'N A -A 0 8 16 SCALE 1/8"=1'-0" SYMBOL LEGEND QUALITY CONTROL BY: DATE: vyvvvvVVVV A A T y V V y V ►► 4,4e � ceren P .. , 41\A / 1 3°1 IBBra.h" 1 , 2littb 4, tot., ,,. 0 BOD y V V T T Y V Vilik A VVVVVVVVVIV/IV NO. DATE BY 36" STEEL GIRDER TRUSS APPROVED FOR FABRICATION 1 8-28-00 LC ON 22" STEEL BAR JOIST BY @ 61-2W O.C. DROPPED ACT @ 10'-0" AFF 2 4" CONCRETE 22 GA. TYPE B FORMLOK DECK LC I► ♦ ♦ ♦ ♦ ♦ ♦ Tek ♦ ♦ ♦ ♦ ♦ ♦ la ♦ ♦ ♦ ♦ ♦ MT ♦ ♦ ♦ ♦ ♦ ►► 1 24" STEEL BAR JOIST 40" STEEL 'RDER TRUSS r L / 8" X 8" TUBE STEEL COLUMN @ 6'-2'/z" O.C. S1/4" CONCRETE TILT -UP PANEL DROPPED ACT @ 10'-0" AFF r vraz.azazsursarrozew TYP CROSS SECTI0'N A -A 0 8 16 SCALE 1/8"=1'-0" SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS CONTRACT WITH SABEY CONSTRUCTION 12201 TUKVVILA INTERNATIONAL BLVD FOURTH FLOOR SEATTLE, WA 98168-5121-6071 PROJECT MANAGER : BERNIE MARTELL PHONE . (206) 281-4200 FA`C : (206) SUPERINTENDENT ENDENT : DON LEHMAN PHONE : (200} 433-5142 FAX : (206) 433-6198 4,4e � ceren P .. , 41\A / 1 3°1 IBBra.h" 1 , 2littb 4, tot., ,,. 0 BOD CENTERLINE STRUCTURE IOOFIN PIPETO REFERENCED -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION 1 8-28-00 LC 5" STORZ FDC; ADDED GENERAL NOTES & CROSS SECTION AREA BY DATE 2 9-1-00 LC RE-ROUTED UNDERGROUND MAINS ...__A_....2 LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE -/--- HANGER LOCATION ELEVATION ABOVE REFERENCED FILE CERTIFICATE OF COMPETAN o -#f-- POINT IN FEET AVD INCHES281-0920 HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING II RIGID COUPLING CCEPTE [] Without Comments O As 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 ordin ncec. The responsibility fc:r the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this 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. SMITH FIRE SYSTEMS, INC: 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360' FAX: ( 253) 926 - 235+ CY STAMP TUKWILA FIRE DEPARTNI60, Please call: 575-4407 and give this job and exact address for shut= down et' -restoration approve: KEY PLAN GROUP HEALTH OFFICE BUILD "A" & "B" 12401 12501 EAST MARGINAL WAY S. TUKWILA, V\Wt4.SHING ' •ON ,..-il9 DESIGNER DATE SHEET JOB NO. T3-400 L. COLE 8-22-00 1 OF 6 i 0 d 0 0 d m 0 d m 0 d \AI 1-9Y4 (12" IFOW) 31-0 31-0 31-0 31-0 FA/ ///////////////////////////////////////%//////////////////////////////////////////!//////////////////////////////////////////O//'///////////////////////////////////////%MAW 31-0 rsj 40-0 31-0 31-0 31-0 31-0 31-0 1-9% (12" IFOW) //////////////////////////////////////////////////////////!////AMI/ /////////////////////////////////%%//////////////////////////////////////MAIM //////////////////////////////////////I//////////////////////////////////////AMW// /// /// /////////////AW 11111 40" TEEL GIRDE TRUSS 40" STE: L GIRDER TRUSS 8-0 • BLUE' 110 0 0-3 8-0 7-9 0 d HVAC BO TOM OF DUC 11'-0" AFF HVAC BOTTOM OF DUCT Cd! 11'-0" AFF REEN A 1'/ 0-3 NAS NON-COMBUSTIBL UNACCESSIBLE' BELOW STAIRS NAS NON-COMBUSTIBLE UNACCESSIBLE BELOW STAIRS NAS NON-COMBUSTIBLE UNACCESSIBLE BELOW STAIRS 0-3 3-5 1'A 0 0 ch 0 40" TEEL GIRDE TRUSS 40" STE . L GIRDER T'' SS 10-10 0 OPEN TO ABOVE 4W 8-0 4-0 0 4-0 EXTERIOR ENTR rIOPY NAS PER ► - 13 (1999 ed.) SECTION 5-13.8 , ION. NON-COr:,13USTIBLE CONSTRUCTION AND NO STORAGE AND/OR HANDLING OF COMBUSTIBLES BELOW. HIYDRAULIdD I (IF'.CLUDING .15 GPM/SQ. SYSTEM 25.47 Q LLY MOST FT. OVER DEM GPM AT GPM FOR DEMAN 1005 S ND AT BO 76.57 PS INSIDE HO ING SYS. . FT. : STREAM 1 ROOM SCHEDULE ROOM NO. ROOM NAME CEILING HEIGHT CEILING TYPE HEAD TYPE QTY 100 LOBBY 10'-0" SOFFIT GWB SSP-REC 7 101 ELEVATOR LOBBY 10'-0" GWB SSP-REC 2 103 ELEVATOR EQUIPMENT 10'-0" GWB SSP-2PC 1 104 WOMEN 8'-6" GWB SSP-REC 3 105 MEN 8'-6" GWB SSP-REC 3 106 JANITOR 8'-0" GWB SSP-2PC 1 107 ELECTRICAL 9'-0" GWB , SSP-2PC 1 108 FUTURE OFFICES 10'-0" ACT SSP-REC 370 109 STORAGE 81-6" GWB SSP-2PC 1 110 EXIT CORRIDOR 10'-0" ACT SSP-REC 3 111 EXIT CORRIDOR 10'-0" ACT SSP-REC 3 112 RECEIVING 10'-0" GWB SSP-REC 4 113 MDR ROOM 9'-0" GWB SSP-2PC 2 123 RISER ROOM VARIES GWB SSU 1 191 STAIR # 1 VARIES GWB NAS --- 192 STAIR # 2 VARIES GWB NAS --- 193 STAIR # 3 VARIES GWB NAS --- 1" TO ELEV PIT DETAIL "A" 1" SUPPLY FROM BL PIPING TO BE CONCEALED IN MINIMUM 51/2" CLEAR WALL 12" X 18" WALL ACCESS PANEL BY OTHERS SFS STD ELEV VA ASSY W/ 1" MILWAUKEE BBSCS02 BFY VA. W/ SUPERVISORY SWITCH & 1" AUX DRAIN VALVE CONTROL FOR ELEVATOR SHAFT & MACHINE ROOM LOOKING WEST 0 2 4 SCALE 1/2"=1'-0" HANGER LEGEND SPRINKLER LEGEND 3/8" ATR & 2" TAPPED SQUARE WASHER MANUFACTURER MODEL HEAD FINISH - ESCUTCHEON ORIFICE FINISH SIZE THREAD SIZE TEMP. RATING QUANTITY B TOP BEAM CLAMP WI 8" RETAINER STRAP & 3/8" ATR 3/8" X 21/4" KWIK BOLT, ROD COUPLING, & 3/8" ATR 14" WALL BRACKET W/ (2) 3/8" X 3 3/4" KWIK BOLT, NUT &WASHER RELIABLE RELIABLE RELIABLE RELIABLE SSP-REC Fl FR/F2 CHROME Pal Alum CHROME CHROME AFF BOB BOO BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABBREVIATIONS SYMBOL LEGEND BUILDING B - 1ST FLOOR 0 8 16 NE SCALE 1/8"=1'-0" FITTER / LISTER NOTES: W m J O 0-4 1. ALL SSP'S SHOWN AS OO TO BE INSTALLED ON 1" OUTLET WITH 1" X'/2' BUSHING & 12" X 12" HEAT COLLECTOR. ALL OTHERS TO BE INSTALLED ON 1" DROPS DOWN TO CEILING HEIGHT AS INDICATED. 2. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 3. TYPICAL HANGER TO BE 25A, UNO. 4. MAIN HANGERS TO HAVE LESS THAN 6" RODS, UNO, TO ELIMINATE LATERAL SWAY BRACING PER NFPA 13 (1999 ed.), SECTION 6-4.5.3, EXCEPTION NO. 2. 5. NOTE ALL PIPE DIMENSIONS ARE C TO C. QUALITY CONTROL BY: DATE: 114 Ull c�?0 % ec E"� ePe be C94k., �'� �� . e� � do aye. A a t &NI c C��i` � �q 5 1/4'. .x.6 'CO',..„.c,-,,e•‘‘.--,‘,%.0 � ,-te Q;`. 0 tc: ` ! �,�. ` t`�titiE a �a e4•c. o 'a: •`�I �o� Q Jot cP, t>;� e ... �N'Iri ats�d eon` .��ea' ea . �,e tib c ' r tae •�9'o �• posse ea <'c� cis21' • •,s,y , ' eO. `O ot'�%l . ,c "6 - d•II" ny' aa'to ssbe encase 0,c, ' iwe' fia5 1% ha C) ,ass REVISIONS RISER EQUIPMENT ITEM QTY SIZE 1 1 4" 2 1 3 1 2%" 4 1 11/4' 5 1 1/4" 6 1 1/2" 7 1 8 1 4" 1" 9 1 1/4" DESCRIPTION DOUBLE CHECK DETECTOR ASSEMBLY SUPERVISORY SWITCH BUTTERFLY VALVE W/ SUPERVISORY SWITCH MAIN DRAIN VALVE PRESSURE GAUGE PRESSURE RELIEF VALVE WATERFLOW SWITCH INSPECTOR'S TEST VALVE SWING CHECK VALVE MANUFACTURER FEBCO POTTER ELECTRIC VICTAULIC POTTER ELECTRIC AGF VICTAULIC 10 1 10" ELECTRIC BELL POTTER ELECTRIC (INSTALL @ 10'-0" AFF ON WEST EXTERIOR WALL, GRID 1-C) SPARE SPRINKLER CABINET CONTAINING THE FQLLOWING : SPARE SPRINKLERS AND WRENCHES 11 1 12 HEAD MODEL 856 OSYSU-2 SERIES 708W VSR-F 3011 BV SERIES 717 PBA12010 HEAD ORIFICE THREAD TEMP MANUFACTURER TYPE MODEL FINISH SIZE SIZE RATING QUANTITY RELIABLE RELIABLE RELIABLE SSU F1 FR BRZ SSP F1 FR CHROME SSP-REC F1 FR/F2 CHROME BRZ; RELIABLE HSSW F1 FR RELIABLE MODEL D WRENCH RELIABLE MODEL RC1 WRENCH CONTRACT WITH 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 155°F 2 155°F 4 155°F 4 155°F 2 SYSTEM 1 AREA AREA DESCRIPTION FOOTAGE NUMBER OF SPRINKLERS 1ST FLOOR 40,806 404 2ND FLOOR 40,806 411 TOTAL 81,612 815 HYDRAULIC CALCULATION DATA DESIGN DENSITY : .15 GPM/SQ. FT. OVER 1005 SQ. FT. ACTUAL DENSITY : .15 GPM/5Q. FT. OVER 1040 SQ. FT. DEMAND AT BASE OF RISER : 285.47 GPM AT 76.57 PSI (0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION : 535.47 GPM AT 87.25 PSI (250 GPM TOTAL HOSE ALLOWANCE) 1 1 RED /p 1'-7" 0 51-5" �C PLAN VIEW OD 6) g`L 13-0 AFF 2-0 AFF AFF 2f BLUE RED BLUE 8 (Y) 2%" SN/90° B/B SYSTEM 1 6" X 4" 125 lb. DUCTILE IRON CEMENT -LINED FLANGED REDUCING 90° ELBOW --I21- Iles I CI I21- IlesIICI I 00 O 4" FDC LINE BY SFS NOTE: 1. DISCHARGE MAIN DRAIN TO FLOOR DRAIN PROVIDED BY OTHERS. 2. MAINTAIN 2" ANNULAR SPACE AROUND PIPES PASSING THRU CONCRETE FLOORS. RED RISER DETAIL LOOKING EAST 0 2 4 SCALE 1/2"=1'-0" ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE BOD k Q CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE REASON FOR REVISION APPROVED FOR FABRICATION 00-00-00 EDIT THIS LINE SABEY CONSTRUCTION 12201 TUKWILA INTERNATIONAL BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 PROJECT MANAGER : BERNIE MARTELL PHONE : (206) 281-4200 FAX : (205) 281-0920 SUPERINTENDENT : DON LEHMAN PHONE : (206) 433-6142 FAX : (206) 433-6198 N 6" SUPPLY BY SFS 4W 4W 4W 4W 4W 4W 4W 4W 4W 4W 4W SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 - 1880 FAX: ( 253) 926 - 2350 GROUP HEALTH OFFICE BUILDING B 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON DESIGNER CERTIFICATE OF COMPETANCY STAMP KEY PLAN L. COLE 9-11-00 SHEET 4 OF 6 JOB NO. T3-400 C 6 7 9 10 CP; ROOM SCHEDULE 31-0 31-0 �/ 31-0 �� 31-0 31-0 \ Y 40-0 \___-/31-0 ‘,......__..../31-0 LOBBY 31-0 31-0 — 31-U 12 201 ELEVATOR LOBBY 10'-0" GWB SSP-REC 3 203 WOMEN 8'-6" GVVB SSP-REC 3 204 STORAGE 8'-6" GWB SSP-2PC 1 205 MEN 8'-6" GWB SSP-REC 3 206 JANITOR 8'-0" GWB SSP-2PC 1 207 ELECTRICAL 9'-0" GWB SSP-2PC 1 208 FUTURE OFFICES 10'-0" ACT SSP-REC 377 209 MAINTENANCE 8'-0" GWB SSP-2PC 1 213 MDR ROOM 9'-0" GWB SSP-2PC 1 223 RISER ROOM 10'-0" GWB SSP-REC 1 291 STAIR # 1 VARIES GVVB SSP-REC 2 292 STAIR # 2 VARIES GWB SSP-REC 2 293 STAIR # 3 VARIES GVVB SSP-REC 3 q 1- I I 1 I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I d co d o s �O - 1'/= 1'� _ 1 I I _ 1111111111111.1 I 11/2 I ,. 1 I 1 " I I 1Y 1 ,. 1 I r, I ,,11% " I 4-0 ' 8-0 Ih /= ' : II o I - 4-0 " I 1 8-0 8-0 " 4-0 I 4-0 � 1 /_ 8-0 I�` 8-0 -2Y 1'h 1'h 1'h ^ 1 h^ ~� 0 m—moo m r 4 m 0 4-0 8-0 o 8a \ o 4-0 m 4-0 8-0 8-0 ) W16 STEEL BEAM 4-0 8-0 8 6-0 40 I 8-0 4-0 n 8-0 4-0 4-0 8-0 : 1 o d 4W 4W 2 3 d ss 8-0 <RE 8-0 209 s 4-0 m 4-0 8-0 m W W CO 8-0 0 -c5 Q 0° w UJ N 4-0 U N 6 I 8-0 8 0 4-0 8-0 4-0 4-0 8-0 1'h h ^ I cn m I— CO D g 1 I c7 "� C,.� �z 0 I / W14 STEEL BEAM W16 STEEL BEAM G II " 1' , I 1'h " I I I „',1:4 I el 1 4-0 8-0" 1Y= I I 4- -05) CO m W N kl N 4-0 0 CH dCO 1 8-0 Q w W W = ^ " 8-0 4-0 rl 4-0 Y 1'/= 8-0 LLOW O * 8-0 (-3 0 O ut -2' o - 1 / 1 /_ _ _ 1 h 1y " ^ " 1 ,� 5 n i I 'I 4-0 8-0 8 I I II 4-0 8-0 : n I 40 6-0 4-0 1 I I 8-0 4-0 1 8 o 18-0 14-0 4-0 8-0: :1 - 2-3 A� 8-0 BOD 8-0 c„,8-.) 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I I ` I 8-0 cl 40 4 0 I I I I 8-0 4-0 4-0 I 8 0 . 1 11 40 8.0 : I i 4-0 6-0 I a ® -- II 3 1 1 I p g' ® ,, v® U, 1 rn ® ®gin. 1 I I H- m ,i d Q m Iw YELLOW [0> 0 201 co U N 8 �I mr 2 3 -0/= 1 1 h 0-3 10 4/= 100 11-4 I 1Y= 1'/= 1% 1, 1'/= ^ I I `. '/_ 1 1 I W I NI I N I I 1'' I § I I rl 1'h 0 4W 1% 1% 1 /= 1 h v o /_ ^ I sI� ^ 6-0 4-0 0 ,� : I 8-0 4-0 4n 8-I 8-0 4-0 4-0 8-0 : I I 4-0 8-0 I " 40 4-0 8-0 8-0 " 4-0 40 8-0 8-0 2 = d 6-3 IFOW 2-3 S p &0 40 4-0 v �0 8-0 ` 40 rl , I : p 8 0 4-0 a 41 v. ¢p 8 0 : I 0 4-0 8 0 : I 40 I 4-0 I 1L 6 0 2 ; ilk \ til; I!, If I` 707 I AR 1 ® I !' i I� 104h 1 ❑1A A CP; ROOM SCHEDULE ROOM NO. ROOM NAME CEILING HEIGHT CEILING TYPE HEAD TYPE QTY 100 LOBBY 25'-0" GWB SSP-REC 12 201 ELEVATOR LOBBY 10'-0" GWB SSP-REC 3 203 WOMEN 8'-6" GVVB SSP-REC 3 204 STORAGE 8'-6" GWB SSP-2PC 1 205 MEN 8'-6" GWB SSP-REC 3 206 JANITOR 8'-0" GWB SSP-2PC 1 207 ELECTRICAL 9'-0" GWB SSP-2PC 1 208 FUTURE OFFICES 10'-0" ACT SSP-REC 377 209 MAINTENANCE 8'-0" GWB SSP-2PC 1 213 MDR ROOM 9'-0" GWB SSP-2PC 1 223 RISER ROOM 10'-0" GWB SSP-REC 1 291 STAIR # 1 VARIES GVVB SSP-REC 2 292 STAIR # 2 VARIES GWB SSP-REC 2 293 STAIR # 3 VARIES GVVB SSP-REC 3 0-13 0 N BUILDING -B: 8 2ND FLOOR 16 0 SCALE 1/8"=1'-0" FITTER / LISTER NOTES: 1. ALL SSP'S SHOWN AS OO TO BE INSTALLED ON 1" OUTLET WITH 1" X 1/2' BUSHING & 12" X 12" HEAT COLLECTOR. ALL OTHERS TO BE INSTALLED ON 1" DROPS DOWN TO CEILING HEIGHT AS INDICATED. 2. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 3. TYPICAL HANGER TO BE A2 TYP, UNO. FIELD CUT ATR. LENGTH VARIES (1-9 TO 3-9) 4. MAIN HANGERS TO HAVE LESS THAN 6" RODS, UNO, TO ELIMINATE LATERAL SWAY BRACING PER NFPA 13 (1999 ed.), SECTION 6-4.5.3, EXCEPTION NO.2. 5. NOTE ALL PIPE DIMENSIONS ARE C TO C. dgi" , "fig 0, f4S ,eI•t � VOA. e��on- xci ?r �^t t° berate cov �I�4. JS.d es tclvtE ? k c. eIl e1 d z ceP '`� SLt •Ie t ,Q tr0=' a` ., Y%'•cCr lbs°��tm aP.� tit `•' °,, b5::t'; hich s oyez e1)rift\ rs +t tr, Wav 1`9e° rs�c .,,,A6 o 1t3 hazards 1, O =pe i��e P ,yiie'� tha Nit it 35 bens Sid .,:oi? ` teceg lag'e� 2x = t0 Pr 'Nil Toss 2ND FLOOR CONTROL EQUIPMENT ITEM QTY SIZE DESCRIPTION 1 1 4" BUTTERFLY VALVE W/ SUPERVISORY SWITCH 2 1 2" MAIN DRAIN VALVE 3 1 1/4" PRESSURE GAUGE 4 1 1/2" PRESSURE RELIEF VALVE 5 1 4" WATERFLOW SWITCH 6 1 1" INSPECTOR'S TEST VALVE MANUFACTURER VICTAULIC POTTER ELECTRIC AGF 2ND FLOOR CONTROL VALVE LOOKING EAST 0 2 4 SCALE 1/2"=11-0" MODEL SERIES 708W VSR-F 3011 BV W 4W 4W 4W 4W 4W 4W 4W 4W 4W HANGER LEGEND SPRINKLER LEGEND 3/8" ATR & 2" SQUARE WASHER & 3/8" NUT TOP BEAM CLAMP W/ 8" RETAINER STRAP SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING ABBREVIATIONS QUANTITY RELIABLE SSP F1 FR CHROME Pol Alum 1/2" 1/2" 155 5 14" WALL BRACKET W/ (2) 3/8" X 3 3/4" KWIK BOLT, NUT & WASHER 04) RELIABLE SSP-REC Fl FR CHROME CHROME 1/2" 1/2" 155 406 411 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE 1 00-00-00 LC EDIT THIS LINE CONTRACT WITH SABEY CONSTRUCTION 12201 TUKWILA INTERNATIONAL BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 PROJECT MANAGER : BERNIE MARTELL PHONE : (206) 281-4200 FAX : (206) 281-0920 SUPERINTENDENT : DON LEHMAN PHONE : (206) 433-6142 FAX : (206) 433-6198 CERTIFICATE OF COMPETANCY STAMP KEY PLAN SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 GROUP HEALTH OFFICE BUILDING B 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON DESIGNER L. COLE DATE 9-11-00 SHEET 5 OF 6 JOB NO. T3-400 i 2" TAPPED SQUARE WASHER 4 BAR JOIST TOP CHORD OF HANGER "A" HILTI KWIK-BOLT II 3/8 x 3 3/4 (2 1/2 MIN EMBED) O' d '•d • C . A d d 4 .4 . • 4 e. • 4:4 4. . ,„---STRUT NUT a. • • 4 4 .d HEX NUT ATR 4 • •a . HANGER LEGEND 12" HANGER "W" 2" SQUARE WASHER SPRINKLER LEGEND SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON RNISH ORIFICE SIZE THREAD SIZE TEMP. RATING OUANTR Y ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO SYMBOL LEGEND (2) TYP : TOLCO 825 BAR JOIST ATTACHMENT & TOLCO FIG. 980 SWIVEL END BOTTOM CHORD OF STEEL GIRDER TRUSS QUALITY CONTROL BY: 1" SCH 40 PIPE (2-6) CTS PIPE CLAMP BRACE "1" MINIMUM 30° 1" SCH 40 PIPE (3-0) CTS, (2) TYP TOLCO FIG. 4A PIPE CLAMP BRACE "3" 3/8" X 2" THRU BOLT, NUT & WASHER MIN 1/2 BEAM DEPTH TOCLO FIG 980 SWIVEL ENDS (2) TYPICAL REVISIONS 1" SCH 40 PIPE (1-0) CTS ANGLE FROM VERTICAL WIDE FLANGE BEAM O 3/8" X 2" THRU BOLT, NUT & WASHER TOLCO #1000 FAST CLAMP BRACE "2" CONCRETE TILT -UP WALL TOLCO FIG 980 SWIVEL END Q • a 4 a 4 4. 4 ' a. .a a . a • 4 A. 4 3/8" X 3 3/4" (2 1/2" EMBED) KWIK BOLT WITH FIG. 980 SWIVEL END N 1" SCH 40 PIPE (2-0) CTS TOLCO FIG. 4A/980 PIPE CLAMP W/ SWIVEL END ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION CONTRACT WITH SABEY CONSTRUCTION 12201 TUKWILA INTERNATIONAL BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 PROJECT MANAGER : BERNIE MARTELL PHONE : (206) 281-4200 FAX : (206) 281-0920 SUPERINTENDENT : DON LEHMAN PHONE : (206) 433-6142 FAX : (206) 433-6198 BRACE "4" CERTIFICATE OF COMPETANCY STAMP KEY PLAN rff SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 GROUP HEALTH OFFICE BUILDING A & B 12401 / 12501 EAST MARGINAL WAY S. TUKWILA, 'WASHINGTON DESIGNER DATE SHEET JOB NO. L. COLE 9-11-00 6 OF 6 T3-400 Symbol Legend SYMBOL QTY DESCRIPTION MOUNTING MANUF. MODEL # B 1 Existing Fire Alarm Control Panel Surface Siemens MXL-IQ FACP 2C #14 Solid Fire Alarm Cable 24V Aux Equipment Interface 7 Intelligent Smoke Detector 4 Sq. w/ Single Gang Mudring Siemens FP -11 43- 8 Duct Detector Housing w/ FP -11 Smoke Detector Surface Siemens AD -11P & FP -11 2 Intelligent Interface Module w/Relay 4 Sq. w/2 Gang Mudring Siemens TRI -R TRI -R \ED/ / \ 8 Remote Alarm Indicator 4" Octagon Siemens RLI -1 8 24vdc Door Holder Concealed wiring, Wall mounted Siemens SDH -2D DH 2 Audible Power Supply (APS) Surface Wheelock POWER PATH 12/24-8 ® 6 15 15 Wall Mounted Horn\MultiCandela Strobe set at 15cd (Subscript indicates strobe candela setting) 4 Sq. w/2 Gang Muciring, 3-1/2" Deep Wheelock NS24MCW-FW 615/75 15 Wall Mounted Horn\1575cd Strobe (Subscript indicates strobe candela setting) 4 Sq. w/2 Gang Mudring, 3-1/2" Deep 1 Wheelock NS241575W-FW 630 5 Wall Mounted Horn\MultiCandela Strobe set at 30cd (Subscript indicates strobe candela setting) 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS24MCW-FW 675 6 Wall Mounted Horn\MultiCandela Strobe set at 75cd (Subscript indicates strobe candela setting) 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS24MCW-FW 6 100 15 Wall Mounted Horn\MultiCandela Strobe set at 110cd (Subscript indicates strobe candela setting) 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS24MCW-FW 8 12 Ceiling Mounted Fire Alarm Horn 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NH -12/24 -FW PROGRAMMABLE RELAY _ CONTACTS (SEE NOTE 1) TRI -R s. FROM FACP OR APS B I HORN i B HORN/STROBE + B I NAC DEVICE CONNECTIONS NOT TO SCALE TO NEXT DEVICE OR EOL 5.6K • GROUND SUPERVISED SWITCH TSI-� WI�I\G NOTES: 1. Relay contacts are rated: 2A, 125VAC inductive or 2A, 30 VDC resistive The relay's are shown in non -alarm position. TO NEXT ADDRESSABLE DEVICE DETAIL NOT TO SCALE _6/ISL-10a �o t10 -20 30 SHETLD 0 LA MSI-1OB MANUAL PULL STATION L S S FP -1 1 DETECTOR WIRING FROM FIRE ALARM CONTROL PANEL TY A TICAL SYSTEV \� WHI\C SIA DETAILS CAVS TO NEXT ADDRESSABLE DEVICE FROM MXL CONTROL PANEL OR FROM PREVIOUS ADDRESSABLE DEVICE DEDICATED 120VAC SMOKE/FIRE DAMPER DAMPER SOLENOIDS (N) CONTROL POWER RPR -1 0 A0 T_ `--C+O (Li) 0 (-) FACP e (+) 24VDC 1 WRI\G FOR FIRE/SMOKE DAMPER 2nd FLOOR 1st FLOOR (L1) 2.2K EXISTING FACP CKT NAC #4 EOL FLAG NOTES: 1>CONNECT NEW AUDIBLE POWER SUPPLY TO EXISTING SUPPLIES FOR ACTIVATION. 2. MECHANICAL CONTROL CONTRACTOR TO PROVIDE CONNECTION TO HVAC UNIT (2 PLACES) 3. ELECTRICAL CONTROL CONTRACTOR TO PROVIDE TERMINATION TO REMOTE POLARIZED RELAY FROM FIRE ALARM INTERFACE DEVICE, MOUNTED WITHIN 36" OF RELAY, TO DROP POWER TO DAMPERS ON GENERAL ALARM. NOTE: ALL DAMPERS ON FLOOR MUST BE ON SAME A/C CIRCUIT. 4. MOUNT REMOTE INDICATOR ON SUSPENDED CEILING AS CLOSE AS PRACTICABLE BELOW RESPECTIVE DUCT DETECTOR (TYPICAL OF 8 PLACES). 5. MOUNT SMOKE FIRE DAMPER. ONSUPPLY 61PIEACES)SMOKE/FIRE DAMPER, WITHIN 60" OF MOUNT DUCT SMOKE DETECTOR ON SUPPLY SIDE OF HVAC UNIT. (TYPICAL 2 PLACES). 6. RELOCATE BACKBOX ROUGHED IN PREVIOUSLY TO LOCATION SHOWN. GENERAL NOTES: 1. IDENTIFYING NUMBERS ADJACENT TO INITIATING DEVICE DENOTES ADDRESS. SUBCRIPT ADJACENT TO INDICATING APPLIANCE DENOTES CANDELLA RATING. 2. ALL INSTALLATION MATERIAL SUCH AS CONDUIT, FITTINGS, BOXES, HANGERS ETC. NOT SUPPLIED BY SIEMENS BUILDING TECHNOLOGIES, UNLESS OTHERWISE NOTED. 3. WIRING RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATION OF ALL EQUIPMENT TO BE DETERMINED IN THE FIELD. 4. ALL WIRING MUST CONFORM WITH LOCAL & NATIONAL CODES. 5. DETECTOR AND AUDIBLE ALARM DEVICE CIRCUIT POLARITY MUST BE OBSERVED. 6. ALL DETECTOR CIRCUIT WIRING SHALL BE SOLID COPPER, SIZE 16 AWG. MINIMUM, SIZE 14AWG. MAXIMUM, 600V DIELECTRIC, UNLESS OTHERWISE INDICATED OR SPECIFIED. 7. WHERE ALLOWED, ALL WIRING NOT IN CONDUIT MUST BE FIRE -RATED PER N.E.C. INSTALLATIONS. WHEN INSTALLED IN A CEILING INTERSTITIAL SPACE BEING USED AS A RETURN AIR PLENUM, WIRING MUST BE PLENUM -RATED AND FIRE -RATED PER N.E.C. 8. DO NOT INSTALL SMOKE DETECTORS WITHIN 36" OF FORCED AIR OPENINGS, NOR WITHIN 12" OF FLUORESCENT LIGHTING FIXTURES. 9. THE FOLLOWING CIRCUITS MUST BE SUPERVISED, WHICH DOES NOT ALLOW ANY BRANCHING (T -TAPPING): CONVENTIONAL, OR HARDWIRED INITIATING CIRCUITS. ADDRESSABLE/INTELLIGENT INITIATING CIRCUITS WIRED AS STYLE 6 (FORMERLY NFPA CLASS A). ALL ALARM SIGNALING CIRCUITS (N.A.C.) 10. ELECTRICAL ROUGH -IN BACKBOX SIZES ARE AS SHOWN IN EQUIPMENT SCHEDULE, UNLESS SPECIFICALLY NOTED ON SYSTEM DRAWINGS. 11. DURING SYSTEM INSTALLATION, INSTALLING CONTRACTOR SHALL MAINTAIN A SET OF FIELD DWGS, INDICATING BY RED -LINE, CHANGES IN THE ROUTING OF ALL CONDUIT AND/OR CABLING. PROVIDE SIEMENS WITH A SET OF THESE MARKED UP DWGS FOR AS -BUILT PURPOSES. 12. CIRCUIT WIRING COLOR CODE SHALL BE AS DESCRIBED IN THE CONTRACT SPECIFICATIONS. 13. ALL CONDUIT PENETRATIONS THROUGH FIRE -RATED WALLS AND FLOORS SHALL BE SEALED TO MAINTAIN THE FIRE SEPARATION RATING. EXTENT OF NEW AUDIO/VISUAL CONSTRUCTION 2.2K "L2-1" #1 EOL 2.2K "L2-1" #2 EOL 2.2K "L2-1" #3 EOL 2.2K "L2-1" #4 EOL P FACP NAC #1 0 NAC #2 0 NAC #3 0 - NAC #4 0 DSM CKT #1 0 CKT #2 0 P P INPUT #1 RET #1- - L1-1 #10- L1-1 #20 L1-1 #30 L1-1 #40 - EXISTING L1-1 AUDIBLE POWER SUPPLY (APS) INPUT #1 RET #1 L1-2 #10- L1 2 10- L1-2 #20- L1-2 #30 L1-2 #40- 2.2K EXISTING CKT "L1-1" #1 EOL 2.2K EXISTING CKT "L1-1" #2 EOL 2.2K EXISTING CKT "L1-'1" #3 EOL 2.2K EXISTING CKT "L1-1" #4 EOL 2.2K EXISTING FACP CKT NAC #3 EOL 2.2K EXISTING FACP CKT NAC #2 EOL 2.2K EXISTING CKT "L1-2" #1 EO 2.2K EXISTING CKT "L1-2" #2 EOL 2.2K EXISTING CKT "L1-2" #4 EOL INPUT #1 RET #1 L2-1 #1( L2-1 #2( L2-1 #3( L2-1 #4( EXISTING L1-2 AUDIBLE POWER SUPPLY (APS) NEW L2-1 AUDIBLE POWER SUPPLY (APS) Without Comments As 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 cf adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire1Preventio Bureau. uate: \ 7-Z-1� -. By: NAC CIRCUITS RISER DIAGRAM NOT TO SCALE '(IJKWjLA FIRE DEPARTMENVL. Please call: 575-4407 and give this job "and exact address for shut- down or restoration approval. Wire Schedule SYM DESCRIPTION USAGE A 1 Pair #16 Solid/Twisted/Shielded Fire Alarm Cable Data (SLC) Circuit B 2C #14 Solid Fire Alarm Cable Indicating (NAC) Ciruit F Per NEC (by others) HVAC Unit Termination P 2C #14 Solid Fire Alarm Cable 24V Aux Equipment Interface H 1 Pair #16 Solid/Twisted/Shielded Fire Alarm Cable Remote Indicator // 2C 120VAC - (by others) Damper Power O V) c m Z N M * to ca Cerberus Division N N Li Seattle Branch DRAWINGS PREPARED FOR DRAWN BY: BSG SCALE: 1/8"=1'-0" DATE: 05/16/2002 JOB NO: 22030 CHECKED BY: P.R. SHEET NO. 1 OF 3 SHEETS EOL 12-1" CKT #3 1.674A 19.6V 2.2K 110 CONF W220 OFFICE W221 OFFICE ( W219 OFFICE C W217 OFFICE ( W215 FFICE OFFICE W207 OFFICE OFFICE C W222 OFFICE ( W218 OFFICE W210 OFFICE E265 • FFICE W22311 (I CORRIDOR (W200C1) NEW S/F 'MPR STAIRS OFFICE W251 J OFFICE W252 ELEV (W200E1) 110 2.2K OFFICE ( W253 OFFICE C W254 2nd FLOO WEST PLA\ SCALE: 1/8"=1'=0" w M "4 - LO CO Cerberus Division N c0 O N N CO a) CO co LO N d- d- X °' LI- Li.I N Z LC) O OD Q) 0) Q v 0 •w 41; COp o Seattle Branch DRAWINGS PREPARED FOR CID Q ~ w LU z_ o CD CC LLJN Q w Qz LLJ CD w C)CNI CD— z_ �-- ., cn cn L -L-1 " CD ••'`'` Q -J LL1 (2m --La_ DRAWN BY: BSG SCALE: 1/8"=1'-0" DATE: 05/16/2002 JOB NO: 22030 CHECKED BY: P.R. SHEET NO. OF 3 SHEETS 311. 0 0 75 !Y OFFICE E264 RECEPT E260 J 75' WEI 110 TRI -R HVAC UNIT P2B31 HVAC UNIT FP2B23 OFFICE EOL "L2-1" CKT #2 1.725A 19.3V 2,2K 110 RELOCATE OFFICE ( E235 2,2K EOL "L2-1" 110 CKT #1 1.536A 20.3V LJ 110 RELOCATE OFFICE C E253 J OFFICE OFFICE ( E250 ) C E249 FFICE E248 OFFICE OFFICE ( E243 15 =1 ./ 115 LOBBY E200L1) ■ / NEWS/ADM WAITING mrmeumm OFFICE ( E252 COPY ( E247 30 15 B-0 ) OFFICE E246 ICE E233 OPEN ( E244 11=1 IHO L • 15/75 • 'CORRIDOR �E200C1) X15 STAIRS E200S2) OFFICE ( E232 J 11=1 OFFICE C E206 .410 0 /\ NEW S/F DMPR i OFFICE I MINIM. II • B OFFICE ( E216 OFFICE ( E217 OFFICE E218 OFFICE E220 OFFICE ( E231 J OFFICE NEW S/F D •R OFFICE C E208 I -I 30 ► OFFICE ( E230 OFFICE E207 OFFICE OFFICE OFFICE ( E212 ) ( E213 ) E214 OFFICE ELECT ( E229 E224 ,4 110 LJ • V 0 OFFICE ( E223 B O A/V STOR. 110 E200V1. O 0 75 ►� E O O O In 15 CONE E227 J 0 • 1 2nc FLOO EAST PLA\ SCALE: 1 /8"=1 '=0" 12 M -4- LO CO Cerberus Division Seattle Branch DRAWINGS PREPARED FOR Q W Q CD 0 LIJ N ��z w � PILLI UNU (r) LLJ (2 Q:fS O - w C.)m1—LL DRAWN BY: BSG SCALE: 1/8"=1'--0" DATE: 05/16/2002 JOB NO: 22030 CHECKED BY: P.R. SHEET NO. 3 OF 3 SHEETS CO FEFE\ E2 1UR G UP CONE E227 J 0 • 1 2nc FLOO EAST PLA\ SCALE: 1 /8"=1 '=0" 12 M -4- LO CO Cerberus Division Seattle Branch DRAWINGS PREPARED FOR Q W Q CD 0 LIJ N ��z w � PILLI UNU (r) LLJ (2 Q:fS O - w C.)m1—LL DRAWN BY: BSG SCALE: 1/8"=1'--0" DATE: 05/16/2002 JOB NO: 22030 CHECKED BY: P.R. SHEET NO. 3 OF 3 SHEETS PROGRAMMABLEE LAY CONTACTS (SEE NOTE 1) TRI -R A --A • U9 AB a 5.6K GROUND SUPERVISED SWITCH TSI -R WRING NOTES: 1. Relay contacts ore rated: 2A, 125VAC inductive or 2A, 30 VDC resistive The relay's are shown in non -alarm position. DETAIL NOT TO SCALE FROM FACP OR APS T TO NEXT ADDRE:ESSABLE FROM MXL CONTROL ADNRISOABLEOMVpNV IOUS FOR FIRE/SMOKE DAMPER STROBE HORN/STROBE S NAC DEVICE CONNECTIONS NOT TO SCALE OB 1-I0 20 TO NEXT DEVICE OR EOL TO NEXT ADDRESSABLE DEVICE SLIEILD 30 0 LA LA MSI -106 MANUAL PULL STATION L 5 FP -11 DETECTOR WIRING I FROM FIRE ALARM CONTROL PANEL { TYPICAL SYSTEV DETAILS A\3 WHI\G 3AGAVS DEDICATED 120VAC SMOKE/FIRE DAMPER CONTROL POWER (L1) RPR -1 0- 410 DAMPER SOLENOIDS (N) T 0 (-) FACP 0 (+) 24-VDC SPR -1 WRI\G (L1) Symbol Legend SYMBOL QTY DESCRIPTION MOUNTING MANUF. MODEL # I Pair #16 Solid/Twisted/Shielded Fire Alarm Cable 1 Existing Fire Alarm Control Panel Surface Siemens MXL-IQ FACP 2C #14 Solid Fire Alarm Cable 24V Aux Equipment Interface 2 Intelligent Smoke Detector 4 Sq. w/ Single Gang Mudring Siemens FP -11 Damper Power 10 Duct Detector Housing w/ FP -11 Smoke Detector Surface Siemens AD -11P & FP -11 1 Intelligent Interface Module w/Relay 4 Sq. w/2 Gang Mudring Siemens TRI -R .TRI -R . \e/ 10 Remote Alarm Indicator 4" Octagon Siemens RLI -1 1 Remote Polarized Relay Surface Siemens RPR -1 RPR -1 1 Manual Pull Station 4 Sq. Deep w/ Single Gang Mudring Siemens MSI -10B 2 Audible Power Supply (APS) Surface Wheelock POWER PATH 12/24-B ® 1 Dual Sync. Module 4 11/18" Sq. Deep Box Wheelock DSM -12/24-R iTim DRAWN BY: 4 15cd Strobe 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock RSS-2415W-FR 15 21015 CHECKED BY: 29 Horn\15-75cd Strobe 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS -2415/75W -FR X 51 Multi Candela Horn/Strobe (Subscript indicates strobe candela setting) 4 Sq. w/2 Gang Mudring, 3-l/2" Deep Wheelock NS-24MCW-FR (E) 2.2K FACP NAC #4 EOL 2nd FLOOR FACP NAC #1 0 --- NAC #2 0 - NAC #3 0-- NAC -NAC#30-- NAC #4 0 -- DSM CKT #1 0 CKT #2 0 INPUT #1 li/w- 2.2K "L1-1" #1 EOL 5 -,AAA- 2.2K "Li -1 " #2 EOL 2.2K "L1 -1 " #3 EOL 2.2K "L1-1 " #4 EOL (E) RET #1 ' L1-1 #10 -- L1 -1 10-- L1-1 #20 - Ll -1 20-L1-1 #30-- L1-1 #4 INPUT #1 RET #1 L1-2 #1 L1-2 #2 L1-2 #30 L1-2 #40 (E) (E) 2.2K FACP NAC #3 EOL 2.2K FACP NAC #2 EOL 2.2K "L1-2" #1 EOL 2.2K "L1-2" #2 EOL 2.2K "L1-2" #4 EOL 1st FLOOR DETAIL NOT TO SCALE L1-1 AUDI BLE POWER SUPPLY (APS) L1 -2 AUDIBLE POWER SUPPLY (APS) FOR AUDIBLE CIRCUITS GENERAL NOTES: 1. IDENTIFYING NUMBERS ADJACENT TO INITIATING DEVICE DENOTES ADDRESS. SUBCRIPT ADJACENT TO INDICATING APPLIANCE DENOTES CANDELLA RATING. 2. ALL INSTALLATION MATERIAL SUCH AS CONDUIT, FITTINGS, BOXES, HANGERS ETC. NOT SUPPUED BY CERBERUS PYROTRONICS. UNLESS OTHERWISE NOTED. 3. WIRING RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATION OF ALL EQUIPMENT TO BE DETERMINED IN THE FIELD. 4. ALL WIRING MUST CONFORM WITH LOCAL & NATIONAL CODES. 5. DETECTOR AND AUDIBLE ALARM DEVICE CIRCUIT POLARITY MUST BE OBSERVED. 6. ALL DETECTOR CIRCUIT WIRING SHALL BE SOLID COPPER, SIZE 16 AWG. MINIMUM, SIZE 14AWG. MAXIMUM, 600V DIELECTRIC, UNLESS OTHERWISE INDICATED OR SPECIFIED. 7. WHERE ALLOWED, ALL WIRING NOT IN CONDUIT MUST BE FIRE -RATED PER N.E.C. INSTALLATIONS. WHEN INSTALLED IN A CEILING INTERSTITIAL SPACE BEING USED AS A RETURN AIR PLENUM, WIRING MUST BE PLENUM -RATED AND FIRE -RATED PER N.E.C. 8. DO NOT INSTALL SMOKE DETECTORS WITHIN 36" OF FORCED AIR OPENINGS, NOR WITHIN 12" OF FLUORESCENT LIGHTING FIXTURES. 9. THE FOLLOWING CIRCUITS MUST BE SUPERVISED, WHICH DOES NOT ALLOW ANY BRANCHING (T -TAPPING): CONVENTIONAL, OR HARDWIRED INITIATING CIRCUITS. ADDRESSABLE/INTELLIGENT INITIATING CIRCUITS WIRED AS STYLE 6 (FORMERLY NFPA CLASS A). ALL ALARM SIGNALING CIRCUITS (N.A.C.) 10. ELECTRICAL ROUGH -IN BACKBOX SIZES ARE AS SHOWN IN EQUIPMENT SCHEDULE, UNLESS SPECIFICALLY NOTED ON SYSTEM DRAWINGS. 11. DURING SYSTEM INSTALLATION, INSTALLING CONTRACTOR SHALL MAINTAIN A SET OF FIELD DWGS, INDICATING BY RED -LINE, CHANGES IN THE ROUTING OF ALL CONDUIT AND/OR CABLING. PROVIDE CERBERUS WITH A SET OF THESE MARKED UP DWGS FOR AS -BUILT PURPOSES. 12. CIRCUIT WIRING COLOR CODE SHALL BE AS DESCRIBED IN THE CONTRACT SPECIFICATIONS. 13. ALL CONDUIT PENETRATIONS THROUGH FIRE -RATED WALLS AND FLOORS SHALL BE SEALED TO MAINTAIN THE FIRE SEPARATION RATING. FLAG NOTES: EXISTING FACP NAC CIRCUIT #1 NOW AUDIBLE POWER SUPPLY "L1-2" CIRCUIT #4. 2. DICONNECT EXISTING FACP NAC CIRCUIT #1 AND CONNECT TO NEW AUDIBLE POWER SUPPLY "L1-1" AND "L1-2" FOR ACTIVATION. RECONNECT EXISTING DEVICE CIRCUIT TO "L1-2" CKT #4. 3. ELECTRICAL CONTROL CONTRACTOR TO PROVIDE TERMINATION TO REMOTE POLORIZED RELAY FROM FIRE ALARM INTERFACE DEVICE, MOUNTED WITHIN 36" OF RELAY, TO DROP POWER TO DAMPERS ON GENERAL ALARM. NOTE: ALL DAMPERS ON FLOOR MUST BE ON SAME A/C CIRCUIT. 4. MOUNT REMOTE INDICATOR ON SUSPENDED CEILING AS CLOSE AS PRACTICABLE BELOW RESPECTIVE DUCT DETECTOR (TYPICAL OF 10 PLACES). 5. MOUNT DUCT SMOKE RETE 0: •i, S •- �_ •. RE DAMPER, WITHIN 60" OF RESPEC •SCS . L Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire 1 Prevention Bureau for conformance with current city standards. Acceptance is subject to errors rs and omissions which do not authorize violations of adopted standards and ordinances. The reaponsibil ty for the adequacy of design rests totally with the designer. I Additions, deletions or revisions to these drawings aftr this date will void this acceptance and will require a resubmittal of revised drawings For subsequent approval. ; 1 Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 2-1( (0( 01 By: \f t4e,-r I S Lw asp NO "ICE vas vuts6.4 1UKWILA FIRE DEPARTMENE Please call: 575.4402 rid give this job No. F-0 56 iii id exact address for shut, clown or restoration approve A completed, signed, Tukwila Fire Department Pre-test Certificate must be A ??�� presented to the . s act r prior to of coni :encement of cc:,.pi.1: nce Testingo A any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. B PRINT 15 -L1-1-4-11 1ST PLOO PLA\ SCALE: I/8'=1'=0" L_ Wire Schedule m SYM DESCRIPTION USAGE Fic A I Pair #16 Solid/Twisted/Shielded Fire Alarm Cable Data (SLC) Circuit B 20 #14 Solid Fire Alarm Cable Indicating (NAC) Ciruit P 2C #14 Solid Fire Alarm Cable 24V Aux Equipment Interface H I Pair #16 Solid/Twisted/Shielded Fire Alarm Cable Remote Indicator // 2C 120VAC - (by others) Damper Power CI 2001 b REVISION m a ff P CI DATE NO. THIS DRAWING AND DESIGNS THEREON SHALL NOT BE DUPLICATED. USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSES, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT. WITHOUT EXPRESS WRITTEN CONSENT OF SIEMENS BUILDING TECHNOLOGIES INC. ALL REPRODUCTIONS SHALL BEAR THIS NOTICE. SIEMENS Cerberus Division Siemens Building Technologies, Inc. Seattle Branch 8424 154th Ave. N.E. Tel: (425) 882-0712 Redmond, Wa. 98052 Fax: (425) 882-2836 MARGINAL WAY DRAWN BY: BSC SCALE: 1 /$"=1 ' -0» DATE: 01-30-2001 JOB NO: 21015 CHECKED BY: MAT SHEET NO. 1 OF 1 SHEETS Siemens Cerberus Division: C-) CD CD CU CD CU Cf) CD C] 0 0 6 ur) 0 SHEET # DESCIPTIO\ FA -01 SHEET INDEX, SYMBOL LIST, GENERAL NOTES, WIRE DESIGNATIONS AND SYSTEM CALCULATIONS FA -02 FIRE ALARM -MAIN EAST LAYOUT FA -03 FIRE ALARM -MAIN WEST LAYOUT FA -04 FIRE ALARM -UPPER EAST LAYOUT FA -05 FIRE ALARM -UPPER WEST LAYOUT FA -06 FIRE ALARM -ROOF PLAN NOTICE SHEET INDEX u � C D Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city cl standards. Acceptance is subject to errors and 5� omissions which do not au, orize violations of adopted t standards and ordinances. The responsibility for the i adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by -A The Tukwila Fire Prevention Bureau. Date: 11/ 1 t ( 00 By: a 5-N TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. F 3 8 k and exact address for shut down or restoration approval A completed, signed, Tukwila Fire Department Pre-test Certificate r . st be presented to the Er£i.e.: tc• n:. ;g.; r to commencement of Acceptance l':F¢'nog any Fire Alarm and Detection Systems. Failure of test will result in $40 Re- inspection Fee and termination of the testing. WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) S SIGNALING CIRCUIT TWISTED PAIR #14 FPL/FPLR YELLOW/BLUE CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 • SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. WXEWWW'AE*'AE31E*ilEW*XEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW 31E BATTERY SIZING CALCULATI❑N Job Name: gateway east II Panel Location: MAIN PANEL Date Performed: 11-02-2000 QTY. DEVICE NAME STD-BY(Amps) WIRE DESIGNATION WWXXWWWWXWWWWWWWWWWWWWWWWXWWWWX**XXXXWWXXXWX**XX**XX***XXXXWXX Xc X W W WORST CASE VOLTAGE DROP CALCULATI❑N ALARM(Amps) 1 MXL-IQ: CRM -4 1 MXL-IQ: MKB-4 1 MXL-IQ: SMB -2 1 PS: MPS -6 M/S: MSI -10 7 SMOKE: FP -11 8 H/S: AS -2415W 2 H/S: AS -2430W 2 H/S: AS -2475W 1 ANN: RCC1/1F 0. 0150 0. 0050 0. 0660 0, 0640 0. 0050 0, 0052 0. 0000 0. 0000 0. 0000 0. 0800 0. 0748 0. 0050 0. 0660 0, 5000 0. 0007 0, 0005 0, 5120 0. 1960 0, 2980 0. 0080 Totals = 0. 2403 Stand -By Load = 0.2403 Amps Stand -By Time = 24 Hrs. Stand -By = 5. 77 Amp*Hrs Total = Stand -By + Alarm = 5.77 + 0, 14 5. 90 Amp*Hrs Multiply by De -Rating Factor of 1,25 ---> Alarm Load = Alarm Time = 1. 6610 WWWXWWWWWWWXXXXXXXXX31EXXX*XX31E3kWW**X*#WAYE31EXX*XXW*WW**WW*X31EXXXXW3i X 3# A WORST CASE VOLTAGE DROP CALCULATION A A XE31E31E3Y3Yc3Yc31E3Yc31E31f31E3Y31E3YXE3YcA3Y31E3Yc31E31E31E3Yc3Yc31E31E31f31E3YcYE31E31E31EYE3Yc31E31E31E31E31E31E31E31E3Yc31f31E3YcA3kYE3iEYE3k31E3YcA31E31E3Yc31 w Job Name: Circuit: Date Performed: GATEWAY EAST II SIGNALING CIRCUIT C1 11-02-2000 1 H/S: AS -2430W at 0. 0980 Amps each = 0. 0980 Amps Circuit Length = Circuit Load = Total = 0. 0980 Amps 140 Ft to End Wire Size = #14 AWG 0,0980 Amps Voltage = 24.0 Volts (Ckt. Load) A (Ckt. Length) A 21. 6 Voltage Drop = A 100% (Circular Mils) A (Volts) ( 0. 0980 ) 3IE ( 140 ) * 21.6 Voltage Drop = A 100% ( 4110 ) A ( 24,0) 1. 6610 Amps Voltage Drop = 0. 30% 5/60 Hrs. Alarm = WWWWWWWWWWWWWWWWWWWWWWWWWWW 0. 14 Amp*Hrs A VOLTAGE DROP = 0. 30% A 5. 90 * 1. 25 = 31 w31 w*A31Eww31EwwwAwww31Ewwww31E31EA31EAA3E31EA31EwwwwwwwAAA31 A31EAAE A 'MINIMUM BATTERY SIZE = 7.38 Ampere*Hours 3� A A WWWWXXXXXWWWWWWWXWWWWWWWWWXWWWWWWWXWWWWWWWWWWWW 7. 38 3Yc31E31E31E3Yc31 XXXX**31E31E31E31E31E31E*c*31E31E31E31E31E31E* E31E31E31fX31E31E3k31EXXXXc3Yc**c31E3Yc**31E3k*3kX*c3Yc31E3Yc3Yc31E31E31E3li31E Job Name: Circuit; Date Performed: GATEWAY EAST II SIGNALING CIRCUIT C2 11-02-2000 3 H/S: AS -2415W at 0. 0640 Amps each = 0. 1920 Amps 1 H/S: AS -2475W at 0. 1490 Amps each = 0. 1490 Amps Total = 0. 3410 Amps Circuit Length = 150 Ft to End Wire Size = #14 AWG Circuit Load = 0. 3410 Amps Voltage = 24.0 Volts (Ckt. Load) A (Ckt. Length) A 21. 6 Voltage Drop = * 100% (Circular Mils) A (Volts) ( 0. 3410 ) ( 150 ) * 21. 6 Voltage Drop = * 100% ) ( 24. 0) ( 4110 Voltage Drop = 1.12% A A31EA31EAA31EAYEAAYE31E31EA31E31E31EA31EAAAAAAAAA * A A VOLTAGE DROP = 1. 12% A WWWWWWAXWAWAWAWAWAWAWAWAWAX W31EXXXWXXX;IEXXX31EWW31EWWW3i XWWXXXXXX31EXXXX31EX31EXAYEXX31EAYEXWXX31EXWAYEXXWWX3IEXXXX A WORST CASE VOLTAGE DROP CALCULATION 31E ;IE WWXXXXEiYX31EAYEX31EXWXXXX3IE31E31E31EWWWWWW31EAYE31E31E31E31EWWWW31EAYEWWWWWWWWWWWX31EX31EAYEX31E31EAYEXX Job Name: Circuit: Date Performed: GATEWAY EAST II SIGNALING CIRCUIT C3 11-02-2000 1 H/S: AS -2430W at 0.0980 Amps each = 0.0980 Amps Total = 0.0980 Amps Circuit Length = 165 Ft to End Wire Size = #14 AWG Circuit Load = 0.0980 Amps Voltage = 24.0 Volts (Ckt, Load) A (Ckt. Length) A 21. 6 Voltage Drop = * 100% (Circular Mils) A (Volts) ( 0. 0980 ) ( 165 ) XE 21. 6 Voltage Drop = A 100% ( 4110 ) ( 24.0) Voltage Drop = 0.35% WWWWWWWWWWWWWWXWWWWWWWWWWWW 31E 31E A VOLTAGE DROP = 0.35% A 3Y X W AE W `WC 3k' XE W W 3IE ;IE W W W W 31E W 31E XE 31E 31E 3fE W)F'AE 3F X X 31E AWAXAAAWAXAXAWAXWXXXXXXXWWW W31EXAWAXEAW31E***310E**31E*31EXXX31E*31EX31EAYEXAYEXXWAXi XX31EWAWAXXXX31E31E31EXW31EXWWWWWWW :4( * WORST CASE VOLTAGE DROP CALCULATI❑N )1E AE 3� A31Ewwwww31 wwwwxwwwwwAYEwwA31EAA31E31E31EA31EAYEA31E31EA31EAA31EA31E31EA31E31EAA31EAA31E31E31E31EA31EAYEA31EA31E31E Job Name: Circuit; Date Performed: GATEWAY EAST II SIGNALING CIRCUIT C4 11-02-2000 5 H/S: AS -2415W at 0.0640 Amps each 1 HIS: AS -2475W at 0.1490 Amps each 0. 3200 Amps = 0. 1490 Amps Total = 0. 4690 Amps Circuit Length = 540 Ft to End Wire Size = #14 AWG Circuit Load = 0.4690 Amps Voltage = 24.0 Volts (Ckt. Load) A (Ckt, Length) A 21. 6 Voltage Drop = #E 100% (Circular Mils) A (Volts) ( 0. 4690 ) 34( ( 540 ) N( 21. 6 Voltage Drop = 1007. ( 4110 ) ( 24. 0) Voltage Drop = 5. 55% WWWWWWXWWWWWWXWWWWWWWXXXXXX A A XE VOLTAGE DROP = 5,55% A �E A X3IEXXAYEX31EXX31E31EXXAAXXXWAX31EWAXAX 1, ALL WALL -MOUNTED AUDIBLE & VISUAL SIGNALING APPLIANCES SHALL HAVE THEIR HEIGHTS ABOVE THE FINISHED FLOOR AT 90" TO BOTTOM, NFPA 72, 1996 EDITION, ALLOWS 80"-96" FOR VISUAL DEVICES (CH. 6-4.4) AND REQUIRES A MINIMUM OF 80" TO TOP FOR AUDIBLE DEVICES OR 6" FROM CEILING, WHICHEVER IS LOWER (CH. 6-3.5), FOR SLEEPING AREAS GREATER THAN 16' (LINEAR) VISIBLE NOTIFICATION SHALL BE WITHIN 16' OF PILL❑W AND GREATER THAN OR EQUAL TO 24" FROM CEILING TO TOP OF LENS FOR 110cd (CH. 6-4.4.3.2) 2. ALL EQUIPMENT SHALL BE U.L. AND C.S.F.M. LISTED. 3. ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLE SH❑❑TING, ETC, 4, DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRI❑R APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC., TEL (206)622-6545), FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITI❑NAL PARTS, ENGINEERING, ETC., THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 5. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIR -FLOW, NOR CLOSER THAN 3 FEET (900nri) FROM AN AIR SUPPLY DIFFUSER. 6. ALL FAN SHUTDOWN FUNCTI❑NS, DAMPER CLOSURES, AND ASSOCIATED MECHANICAL SYSTEM FIRE ALARM INTERFACE SHALL BE BY MECHANICAL CONTRACTOR. 7, ALL DUCT SMOKE DETECTORS SHALL BE MOUNTED BY THE MECHANICAL CONTRACTOR, DUCT SMOKE DETECTORS EXPOSED TO THE WEATHER SHALL BE WEATHER PROTECTED BY THE MECHANICAL CONTRACTOR. ALL AIR VEL❑CITY TESTING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR. 8. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS ❑F THE AUTHORITIES HAVING JURISDICTION. 9, ALL FIRE ALARM DEVICE BACKB❑XES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES, AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE N❑TED, REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITI❑NAL INFORMATION, SYSTEM SUPPLIER PROVIDED BACKB❑XES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE N❑TED, 10, SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED WITH TEST MAGNETS AS PER THE MANUFACTURER'S INSTRUCTI❑NS. 11. ALL WIRING, INITIATING DEVICES AND ANNUNCIAT❑R PANEL SHALL BE SUPERVISED TO THE PRINCIPAL P❑INT OF ANNUNCIATION, THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIAT❑R PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 12, ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE P❑SSESING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPED TO PREVENT GROUND FAULTS, 13. POINT AND COMMON ANNUNCIATI❑N AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED, 14. PR❑VIDE 3/4" CONDUIT FROM FIRE ALARM CONTROL PANEL TO TELEPHONE BACKBOARD FOR OWNER PROVIDED CENTRAL STATION M❑NIT❑RING, 15. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 16, ALL FLOW SWITCHES SHALL BE 2 WIRE WITH N❑N-ELECTR❑NIC RETARD TYPE SIMILAR TO THE SYSTEM SENSOR MODEL "WFD SERIES" ONLY. 17. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATI❑NS. 18. SYSTEM SHALL BE FURNISHED AND INSTALLED BY A SIEMENS AFFILIATE AND AUTHORIZED PYR❑TR❑NICS DISTRIBUT❑R, 19. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE UL LISTED (UUJS). 20. INSTALLATI❑N SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS 21. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ 22, THE FACP SHALL NOT BE ENERGIZED WITH❑UT THE PRESENCE OF G.S.S. TECHNICIANS 23, A SET OF INSTALLATI❑N AS -BUILT DRAWINGS SH❑WING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS GENERAL NOTES QUANTITY 1 2 1 5 7 8 2 2 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL MXL-IQ PYROTRONICS PROVIDED 66" A.F.F. TO TOP TRI -D DUAL INPUT MONITOR MODULE TRI -D PYROTRONICS 4S DEEP VERIFY IN FIELD ANN REMOTE ANNUNCIATOR RCC -1 PYROTRONICS MANUAL STATION (ADDRESSABLE) MS1-10 PYROTRONICS 4S DEEP PROVIDED VERIFY IN FIELD 4S DEEP BOX W/ 48" A.F.F. 1G RING TO PULL P AREA SMOKE DETECTOR FP -11 W/ PYROTRONICS (ADDRESSABLE - PHOTO) DB -11 BASE 4S DEEP BOX W/ CEILING 3-0 GANG RING 15 FIRE ALARM HORN/STROBE AS-24MCW WHEELOCK 4S DEEP BOX 3o FIRE ALARM HORN/STROBE AS-24MCW WHEELOCK 4S DELI-) BOX FIRE ALARM HORN/STROBE AS-24MCW WHEELOCK 80" A.F.F. TO BOTTOM 4S DEEP BOX 80" A.F.F. TO BOTTOM 80" A.F.F. TO B OTTO M TAMPER SWITCH F.B.D. WATER FLOW F.B.D. A.F.F. ABOVE FINISHED N/A FLOOR N/A N/A N/A EDL END OF LINE N/A RESISTOR N/A N/A N/A EDLP END OF LINE N/A POWER MODULE N/A N/A N/A EX EXISTING DEVICE N/A N/A N/A N/A F.B.D. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.D.N. UNLESS OTHERWISE N/A NOTED N/A N/A N/A VL VERIFY L❑CATION N/A IN FIELD N/A N/A N/A WP WEATHERPROOF N/A DEVICE N/A N/A N/A SYSTEM CALCULATION CIRCUIT IDENTIFIER SYMBOL LIST ALARM STROBE 80" A.F.F. MANUAL PULL STATION ©48" O.C. AFF TO PULL 4S DEEP BOX W/ 4S EXTENSION BOX 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING COMBINATION HORN/STROBE 80" A.F.F. 4S DEEP BOX 0 I 0 (---- W/ 4S EXTENSION BOX MANUAL PULL STATION 048" O.C. AFF TO PULL WALL MOUNTED DEVICE ELEVATIONS 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING + TO INITIATING CIRCUIT OF CERBERUS PYROTRONICS COMPATIBLE CONTROL UNIT PREVIOUS ADDRESSABLE DEVILE- FROM MXL PANEL DR 70 NEXT ADDRESSABLE DEVIC 0 END OF LINE DEVICI SUPERVISED SWITCH SEE NOTE #1 AND #2 0 0 51 NOTE #1 VOLTAGE MAX. 27VDC CURRENT MAX. 3.5no. during polling CONT. RES. MAX. 10 ohms MAX. CABLE LENGTH 200 ft.(18awg) C (Une to line) 0.02uF C (line to shield) 0.04uF MAX. LINE SIZE 14AWG MIN. LINE SIZE 18AWG NOTE #2 O 8 7 6 NOT USED 0 0 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTION TRI- D DETECTOR BASE. MODEL DB -11 OR MODEL DB -3 WITH DB-ADPT OPTIONAL REMOTE ALARM INDICATOR MODELS RLI-1/RLI-2 SMOKE DETECTOR WIRING +) FROM FACP OR FCPS C-) MODULE s2 SUPERVISED SWITCH SEE NOTE #1 AND #2 1 TO NEXT ADDRESSABLE DEVICE MSI -10 WIRING EOLR FROM FACP OR PREVIOUS ADDRESSABLE DEVICE EARTH GROUND ALARM STROBES AND HORN/STROBES cn REV. BY: = V) MSH l O r) LI DESCRIPTION DATE o c I 03 ♦♦EN= off� V) Cimam >s 0 < G W ca Ci v♦ E! z> W W VJ E, i T W CALE: NONE O z wF•mi>AB DRAWN BY: WLA DESIGNED BY: Charles Robison DATE: 11/01/00 \OB NUMBER: 52774u11g SHEET Mg SYSTEM CALCULATIONS MOUNTING ELEVATIONS WIRING DIAGRAMS Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved FA -O lel€ ' ) 11.WwZnEZIL ( E - CIRCtC__Z__Df C2 .4 I C. JAN. FACP u p ELEC RM. S [C -- CIRCUIT C:D MDR ROOM - 11, EOL D D -P Lk= 618111114.111NIMMIMMANIM11,1 FIRE ALARM NORTH ,.._„.........,...„ NO DATE DESCRIPTION REV. BY: 1 4 Cf C Cf LL a CO t• o Ca co c co 2 < 2 Liu •E) ›- 2 ° c's al W w (1) 5 uJCO (ALE: 1/8" DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 Q013 NUMBER: 52774 } Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved // \\ D 109 -S CIRCUIT C3 EXIT EOL CORRIDOR l EOLw 0 W EQ v 108 R&D S NORT1-4 PFVICInt\ic I\ L V I V 1 U1 N V [NO I DATE DESCRIPTION REV. BY: } FIRE ALARM Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved JOB NUMBER: 52774 SHEET 03} a o o —S CIRCUIT C4 —IRCUIT C� —D II JAN. ( 206 MEN ( 205J STORAGE ( 2041 IIS DOWN �J D P ( 2031 �J D ELEV. LOBBY 201 LEC. RM ( 207 D MDR ROOM 1 2,a1 STAIR #1 (lei) S --CIRCUIT C� _STAI P 9 FIRE ALARM NORTk Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved PP\ISinkiq co 0 z 0 Lu F- F- Lu U) 6 U) LLi F- U) INO FAX (206) 628-4990 TEL. (206) 622-6545 “L-111,..., V I IV NO DATE DESCRIPTION REV. BY: 1� 1 CO z g c 2, 1-c V♦ w `� cc� Q 2W al vJ E, Q 0 LU co 0 SCALE: 1/8” LU J L,J LU DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 ›.10B NUMBER: 52774 J SHEET SHEET EOL EOL —D STAIR 293 J T —° 0— WI--H 1— CIRCUIT C4 ---P MOUNTED ©AHU WOMEN S moompomsommombloom c 2203 ) MEN 205 I STORAGE Zoo) S (IVIHI IV. ( 208 J c�— D ELEV. LOBBY I 201 S 0 -- NORTH -4 0 5 w z \ i REV. BY: DESCRIPTION DATE CI 1� \ COZE I 3 Ca(?)V♦ Cti n_z- oct 2 2 w 1:3) < • .1 ."'d W0) T Q 0 W W J Q z F— LU CO Lv 0 SCALE: 1/8,, _ 1 O H N W cc W EL 0. DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved .113B NUMBER: 52774 SHEET FIRE ALARMFA= 05 L i / � 7----./ / -,l \_-------/ a r a a 0 0 0 0 NORTH CD CO CD z 0 QD w J F- LU U) 0 U) w F— U) N- FAX (206) 628-4990 TEL. (206) 622-6545 1 �\ CO fd I co o C Et- � Q Q) CFs >" 2 (6 < 4-7; 115 ia w L!J(� Fin 9 Ezzan 0 4:C} J 0 0 W w z F - w = 0 SCALE: 1/8” DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 \0B NUMBER: 52774 FIRE ALARM Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved SHEET J \ / a r a a 0 0 0 0 NORTH CD CO CD z 0 QD w J F- LU U) 0 U) w F— U) N- FAX (206) 628-4990 TEL. (206) 622-6545 1 �\ CO fd I co o C Et- � Q Q) CFs >" 2 (6 < 4-7; 115 ia w L!J(� Fin 9 Ezzan 0 4:C} J 0 0 W w z F - w = 0 SCALE: 1/8” DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 \0B NUMBER: 52774 FIRE ALARM Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved SHEET J