Loading...
HomeMy WebLinkAboutPP - 12401 EAST MARGINAL WAY SOUTH - SABEY / INTERGATE EAST II BUILDING A - PERMITS AND PLANS12401 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS M I2000-206 D99-0438 11-F-252 08-F-421 01-F-017 00-F-382 18-S-174 11-S-210 09-S-191 08-S-336 08-S-224 04-S-197 01-S-118 00-S-315 4.13itie SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** A King Co. Assessor's Tax No.: •734 5 60 0353 5 Site Address: I2 4 a I E. • 11/ AR G t ,-_l P L 'UP'( S. Suite Number: Floor: Tenant Name: o Qj t -t 1---r 14 New Tenant? ❑ - Yes Or- No Property Owner's Name: Iµ T N OI-•1I16,L C��.T�W/�` ' b. t 12 9,9 9 9 Mailing Address: I ZZO t 'ry I� J 1 L04, ISI T1Z-14'TN L • (L . T1& RLc g City j -rlte.- State Zip CONTACT PERSON -if there are questions about the submittal. WA 98l68 Name: DOUG G=ew Day Telephone: 2, $33"' t 246 Company Name: Fla& S%-rSTI 1 W (t.S1— Mailing Address: 20C 5rt71-4"-i/ (- R. P • sorra- C. f#G1 Ft . WA Ci State Zip .98047 E-mail Address: ERZ-F-11W-1 e S� s 1 ftY 1 w s- - Fax Number: 25-3 — 7'35 - 01( 3 Valuation of Project (contractor's bid price): $ 14 99 92 - Scope of Work (please provide detailed information): Re-1.OGiQTe. 9 “-tSIt.Ds 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 AUTHOTRIZED AGENT: Signature: S ✓ Date: itC. I' Print Name: 1:30(2'-e004-4 5 11L. O Day Telephone: Z S $33 I Z 4f) Plan Permit App.doc 5/14/10 TFD FP Form 8 46isticir4v SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: [ 2 N 0 I L 4ct /4010j i" Wtttt,, S Suite Number: Floor: Tenant Name: &ro9, %ej T I 1 l A- L4 1 2 New Tenant? ❑ - Yes 3- No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Rae() K;F(Q Day Telephone: (7C6) 3.dt i Z 62 Company Name: rGc.La.rel.l u -r+ �e Gc vt l u Mailing Address: / 13 I I4' SI Sal Hl,t WA , q g r 3 c% E-mail Address: r 5 CLC N'Tki 4:111 S (Av` ity4-4:M Fax Number: (-2496)1a4) Zi qa Valuation of Project (contractor's bid price): $ 2_O 0 ' �O D 11 Scope of Work (please provide detailed information): d- N I hem S41^o& fi 1O 1 C eAiS}i FV A{04^Sy Sk4.41 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: --� Date: S I (O7(t Print Name: V—. CV dei f /(r Day Telephone: `40C)3 S9 1 Z 68 Plan Permit App.doc 5/14/10 TFD FP Form 8 4101144 4ist SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 734560-0385 Site Address: 12401 East Marginal Way S. Tenant Name: Sabey / IGW Suite Number: Floor: 1 Property Owner's Name: Sabey New Tenant? X❑ - Yes ❑ - No Mailing Address: 12201 Tukwila Int'l Blvd. Bld B Seattle WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Donald Koval Day Telephone: (206)622-4656 Company Name: Viking Automatic Sprinkler Mailing Address: 3434 1st Ave S E-mail Address: donald.koval@vikingsprinlder.net Seattle WA 98134 City State Zip Fax Number: Valuation of Project (contractor's bid price): $ 59.265.00 Scope of Work (please provide detailed information): Add/relocate sprinklers to accommodate new walls and ceilings. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Donald Koval �A►D ms 312018 (�KXVt� FIRE Date: �I7�y' Telephone: (206)622-4656 Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: GHC & Call Center 12401 E. Marginal Way Permit No.: 08-S336 Date: June 18, 2008 Reviewer: Steve Kohler Fire Inspector/Plan Review (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Group Health 12401 East Marginal Way S Permit No.: 11-S-210 Date: September 21, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direcfnon per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: LeoStella 12401 East Marginal Way S. Permit No.: 18-S-174 Date: September 13, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. Guy 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: 206-575-44. City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. 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: 206-575-443 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief January 5, 2000 Fire Department Review Control #D99-0438 (510) Re: International Gateway East II Building A - 12401 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) 575-4439 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 John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 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 Fire Department Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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 withoutapproved 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, Fire 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) 575-4404 • Fax (206) 575-4439 City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire 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) 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) 14. Provide fire department access from South 126th Street at two locations. 15. 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 ncc Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department FEB 272001 John W. Rants, Mayor FILE TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fine Chief Permit No. D"ic-O6-C3b Project Name ,,,LieT\- r1a*\n' c C75c-C wit j �q 5 Address 1 2401 , tilt\ ' c L w‘-( s � Retain current inspection schedule Needs shift inspection A?( -%A. Suite # _X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 5)z(`ak 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 PREVENTION l3UKhA.0 444 Andover Park t, Tukwila, WA 98188 - Phone 206-57f '07 - Fax 206-575-4439 E-mail: tukfdprv@ci.tukwila.wb...s CODITIVICTORS MATERIAL AND.TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS 60-C - n'1,- C31 2C3l - F'-Ofl 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-warto $ Qa2 ions i6ka f, , 7 5 J� i Permit# b 4 X 75 y )• FA Date 41516/ / � . • Property Address /:24'4 / �' t �•irci � i ( &4., s ' Suite # City Tukwila Zip Code Name of Facility ]'K't'iL (zttet#'4y Edkii otPC.4/GVt9of 16lPA • Occupied as SetK.e Owner or Representative S4I t Y Co?. Phone # Installing Company A AN.4, o- •VeAi 104.A.,oko- / k" �13-50.0CC� aM C le di -i C Installing Contractor's Address �'4pt Ww 1�W,d.,''ic�-�" SoCa&A Te City SAC / S2Q4 Phone #11xih L,C - -367-190 0 Installer's Name (PRINT) 1� R .K /&) \, S k a r License and/or Certificate �a 3 a. (A3 Vici Co C 4- 4 0 7� S General Contractor Sr //w4C04�"KG7t•,oh Electrical Contractor /--NIto4° 'Flee -bait I C oc k I r^" e - l k cJ-fl C- ----TT FACP Equipment Manufacturer S teote's Model # fiXL— r 9 This system has been ' stalled, p -te ted and pperates in accordance with the standards listed below and was inspected by ` p uh'e On (date) 97102•/d / and includes the devices listed on back. Circle all that apply: t—'----NFPA 72, Chaptand/or UFC STD 10-2:SBC L7.1.2, 1997 ED. `---- NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions y • Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 1900, 1901 UL Central St tioonitor ,$► T-- System is monitored by 640141466.40/450cmnicly SIGNED Date System Firmware: Installed version /y' 6 Checksum Date 'PA/ Initial program 6. d Installation Revisions and Reasons Date Programmed by _ —Awaa( 13101-t4 be Tukwila Fire Prevention Bureau_ Materia A„ a Test Certificate ": EQUIPMENT INSTALLED AND VESTED: Control Panel ' Manual Station Smoke Detectors Heat Detectors Duct Detectors • • of / Make/Model 'Mkt: ---97 • of2 Make/Model /V611- _2_ 7 ,Z 2 of .,2. Make/Model E. / of .Make/Model • of;z -i. Make/1VIodel A/V Devices • /.1 g -of ) -3 r Make/Model hi..,- ,z.,( /,-.r t4'— - .. Audio Devices ='"of P W+ 1=`kif 'd igdel< .� .J ` '-, . Visual Devices of Make/Model W icr/77-. Auto Door Release of /z-- . r LI -4: - Trouble Indictors . of.....' . Make/Model .l*a��(L .**7-9,.,.. ; a� Batteries ... ••• • _ Readings Battery - ► ` g rY ��� Full Lall/ `r Charge `oZ '7, Generator of Make/Model J1 HVAC Controls c/ ofd Make/Model Fire Alarm Dialer Make/Model 5 [ 1 ,'u4 -M' r� , Monitored by r-+� %,� #r sP :r.�. ✓ at Annunciator 1 541 Sprinkler System. (Fire Alarm connections of� •. R , moe/Mgdel 1. -ct • :A;tej,Fk v Sw. �of Valve Tamper Sw. PIV Elec. Alarm Bell ,j of, at Make/Mockvl.„ Make/Model r Make, "1. k. i'` at' (/► c_��C 4 ( + Make/Model v -�' / •0 c Automatic time Delay of Water Flow Alarm 3 seconds. None Installed Do you meet audible/visible requir nts of WAC 51-44, UFC STD 10-2,1997 ED., and/orNFPA 72, 1999 edition; Chapter 6? Yes V' No Test of alarm System on emergency power satisfactory? Yes Title ....Tr.,: r' - .... .-.. . > Date Test Witnessed by (i 5ln ? 66 ,fir 0 ; sl l 0:!:•1.1 '' t Cbmrrients: _ o (✓1 /fr-06C • reivef tApp i r • / • TFD FP Form 0110 d. x ' 14 iv. •.. 2 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. T3-400 BUILDING A DATE 9/5/00 ADDRESS 12401 EAST MARGINAL WAY S. BY LORIE COLE TUKWILA, WA SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: OFFICES HAZARD CLASS PER NFPA 13 : ORDINARY HAZARD GROUP I SPECIFIC RULING: CITY OF TUKWILA RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1005 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE --- GPM OUTSIDE HOSE 250 GPM NEAREST HYDRANT IN -RACK SPRINKLER DEMAND GPM --- SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 823 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1FR TEMPERATURE: 155 ° F K -FACTOR: 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 128 PSI RESIDUAL 20 PSI FLOW 3800 GPM ELEVATION OF TEST: SAME AS BUILDING 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 285.47 GPM REQUIRED AT 73.05 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 535.47 GPM REQUIRED AT 76.86 PSI AT CONNECTION TO CITY WATER MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING A - FIRST FLOOR HYDRAULICALLY MOST DEMANDING AREA DESIGN DENSITY: .15 GPM / 1005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 285.47 GPM AT 73.05 PSI • • Contract No.: T3-400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING A - 1ST FLOOR Date: 09/01/00 16:59:09 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1005ft2 (Actual 1040ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 13 Outside Hose Streams: 0.00gpm Hose at Node 6: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 535.47gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1159.38gal Maximum Velocity Above Ground: 15.96ft/sec between nodes 462 and 493 Maximum Velocity Under Ground: 5.73ft/sec between nodes 5 and 6 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.12psi 76.86psi 48.27psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIE COLE Address: 1106 54TH AVENUE E. TACOMA,WA 98424 Authority Having Jurisdiction: TUKWILA 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 1 Contract No.: T3-400 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 3800.00gpm 125.12psi 535.47gpm 76.86psi SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) DENSITY (gpm/ft2) SPR 603* SPR 604 SPR 625 SPR 923 SPR 924 SPR 925 SPR 665 SPR 962 SPR 963 SPR 964 SPR 686 SPR 975 SPR 1016 HOS 6 19.50gpm 19.59gpm 20.37gpm 20.37gpm 20.47gpm 20.78gpm 21.06gpm 21.06gpm 21.14gpm 21.41gpm 22.15gpm 29.49gpm 28.06gpm 250.00gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 250.00gpm * Most demanding sprinkler. 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 12.40 12.13psi 12.23psi 13.23psi 13.23psi 13.37psi 13.76psi 14.14psi 14.14psi 14.25psi 14.62psi 15.65psi 27.74psi 25.11psi 76.22psi 0.15 0.15067 0.156679 0.156708 0.157491 0.15981 0.162006 0.16201 0.16264 0.16473 0.170404 0.226869 0.215876 1.92308 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 2 Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gPm) 23 12-7 Tee 24 12-7 Tee 25 12-7 Tee 30 12-7 Tee 50 12-7 Tee 51 12-7 Tee 63 12-7 Tee 65 12-7 Tee 66 12-7 Tee 89 12-7 Tee 90 12-7 Tee 121 12-7 Tee 122 12-7 Tee 95 12-7 Tee 124 12-7 Tee 126 12-7 Tee 127 12-7 Tee 152 12-7 Tee 120 12-7 Tee 174 12-7 Cross 193 12-7 Tee 248 12-7 Tee 315 12-7 Tee 375 12-7 Tee 8 2-0 Elbow 462 8-341 487 4-6 Tee 493 12-7 Tee 548 12-7 Tee 567 12-7 Tee 570 12-7 Tee 634 12-7 Tee 635 12-7 Tee 698 12-7 Tee 701 12-7 Tee 764 12-7 Tee 765 12-7 Tee 826 12-7 Tee 5 -4-6 Tee 7 -4-6 Tee 603 10-0 K=5.6 604 10-0 K=5.6 625 10-0 K=5.6 923 10-0 K=5.6 924 10-0 K=5.6 925 10-0 K=5.6 665 10-0 K=5.6 962 10-0 K=5.6 963 10-0 K=5.6 11.95psi 12.06psi 13.01psi 35.96psi 13.21psi 13.13psi 13.14psi 13.28psi 13.70psi 28.70psi 36.19psi 25.58psi 14.24psi 14.11psi 14.11psi 14.23psi 14.62psi 29.16psi 16.35psi 28.64psi 36.96psi 30.54psi 38.64psi 32.59psi 73.05psi 56.98psi 66.31psi 50.23psi 41.33psi 34.56psi 40.85psi 35.01psi 40.43psi 35.43psi 40.27psi 35.60psi 40.21psi 35.65psi 76.64psi 76.62psi 12.13psi 12.23psi 13.23psi 13.23psi 13.37psi 13.76psi 14.14psi 14.14psi 14.25psi 19.50gpm 19.59gpm 20.37gpm 20.37gpm 20.47gpm 20.78gpm 21.06gpm 21.06gpm 21.14gpm © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 3 Contract No.: T3-400 964 10-0 K=5.6 686 10-0 K=5.6 975 10-0 K=5.6 1016 10-0 K=5.6 6 -4-6 Hose 1 -4-6 s,T 14.62psi 21.41gpm 15.65psi 22.15gpm 27.74psi 29.49gpm 25.11psi 28.06gpm 76.22psi 250.00gpm 76.86psi 535.47gpm 1 O 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 4 Contract No.: T3-400 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity BWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings DR 1.0490 19.50gpm 7.24ft/sec C=120 0.1242 2-7 5-0 7-7 Pf 0.94psi Pe 1.12psi Pv 603 23 10-0 12-7 19.50gpm 5.6 12.13psi 11.95psi K=5.6 Tee BL 1.5360 19.50gpm 3.38ft/sec C=120 0.0194 6-0 6-0 Pf 0.12psi Pe Pv 23 24 12-7 12-7 11.95psi 12.06psi BL 1.5360 39.09gpm 6.77ft/sec C=120 0.0702 3-4 10-1% 13-5k Pf 0.94psi Pe Pv 24 25 12-7 12-7 12.06psi 13.01psi Tee CM3 1.7280 39.09gpm 5.35ft/sec C=120 0.0395 5-3 5-3 Pf 0.21psi Pe Pv 25 50 12-7 12-7 13.01psi 13.21psi CM3 1.7280 54.47gpm 7.45ft/sec C=120 0.0731 14-0 14-0 - Pf 1.02psi Pe Pv 50 122 12-7 12-7 13.21psi 14.24psi CM3 1.7280 73.67gpm 10.08ft/sec C=120 0.1277 10-10i 5-734 16-64 Pf 2.11psi Pe Pv 122 120 12-7 12-7 14.24psi 16.35psi Elbow CM3 1.7280 95.82gpm 13.11ft/sec C=120 0.2077 38-9% 5-73 44-5 Pf 9.23psi Pe Pv 120 121 12-7 12-7 16.35psi 25.58psi Elbow CM3 1.7280 46.63gpm 6.38ft/sec C=120 0.0548 166-1034 22-7 189-5N Pf 10.38psi Pe Pv 121 30 12-7 12-7 25.58psi 35.96psi 2T CM1 2.2030 46.63gpm 3.92ft/sec C=120 0.0168 14-0 14-0 Pf 0.24psi Pe Pv 30 90 12-7 12-7 35.96psi 36.19psi CM1 2.2030 95.82gpm 8.07ft/sec C=120 0.0637 12-0 12-0 Pf 0.76psi Pe Pv 90 193 12-7 12-7 36.19psi 36.96psi CM1 2.2030 135.28gpm 11.39ft/sec C=120 0.1205 14-0 14-0 Pf 1.69psi Pe Pv 193 315 12-7 12-7 36.96psi 38.64psi CM1 2.2030 155.82gpm 13.12ft/sec C=120 0.1565 17-2 17-2 Pf 2.69psi Pe Pv 315 548 12-7 12-7 38.64psi 41.33psi FM 2.7030 243.54gpm 13.62ft/sec C=120 0.1320 39-44 27-11N 67-44 Pf 8.90psi Pe Pv 548 493 12-7 12-7 41.33psi 50.23psi Tee Elbow FM 2.7030 285.47gpm 15.96ft/sec C=120 0.1771 9-04 18-7N 27-8% Pf 4.90psi Pe-1.85psi Pv 493 462 12-7 8-334 50.23psi 56.98psi 2E FR 2.7030 285.47gpm 15.96ft/sec C=120 0.1771 4-6 38-10N 43-44 Pf 7.68psi Pe-1.65psi Pv 462 487 8-3N 4-6 56.98psi 66.31psi F=-1.93,E,T FR 4.3100 285.47gpm 6.28ft/sec C=120 0.0183 7-11 44-54 49-94 Pf 5.65psi Pe-1.09psi Pv 487 8 4-6 2-0 66.31psi 73.05psi X,B=-5,E UG 6.2800 285.47gpm 2.96ft/sec C=140 0.0022 201-6 140-3 341-9 Pf 0.75psi Pe-2.82psi Pv 8 7 2-0 -4-6 73.05psi 76.62psi 4E,G=-0.01,T UG 8.3900 285.47gpm 1.66ft/sec C=140 0.0005 30-0 30-0 Pf 0.02psi Pe Pv 7 5 -4-6 -4-6 76.62psi 76.64psi 4 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 5 Contract No.: T3-400 t` © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 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 UG 8.3900 535.47gpm 3.11ft/sec C=140 0.0017 64-0 Pf 0.22psi 5 -4-6 76.64psi 62-7k Pe 1 -4-6 76.86psi G=-0.01,s,T 126-7N, Pv DR 1.0490 19.59gpm 7.27ft/sec C=120 0.1252 2-7 Pf 0.95psi 604 10-0 19.59gpm 5.6 12.23psi K=5.6 5-0 Pe 1.12psi 24 12-7 12.06psi Tee 7-7 Pv DR 1.0490 20.37gpm 7.56ft/sec C=120 0.1346 2-7 Pf 1.02psi 625 10-0 20.37gpm 5.6 13.23psi K=5.6 5-0 Pe 1.12psi 51 12-7 13.13psi Tee 7-7 Pv BL 1.7280 4.99gpm 0.68ft/sec C=120 0.0009 6-0 Pf 0.01psi 51 12-7 13.13psi Pe 63 12-7 13.14psi 6-0 Pv BL 1.7280 25.36gpm 3.47ft/sec C=120 0.0178 8-0 Pf 0.14psi 63 12-7 13.14psi Pe 65 12-7 13.28psi 8-0 Pv BL 1.7280 45.83gpm 6.27ft/sec C=120 0.0531 8-0 Pf 0.42psi 65 12-7 13.28psi Pe 66 12-7 13.70psi 8-0 Pv BL 1.7280 66.61gpm 9.11ft/sec C=120 0.1060 130-211 Pf 15.00psi 66 12-7 13.70psi 11-311 Pe 89 12-7 28.70psi Tee 141-6 Pv CM2 2.2030 66.61gpm 5.61ft/sec C=120 0.0325 14-0 Pf 0.45psi 89 12-7 28.70psi Pe 152 12-7 29.16psi 14-0 Pv CM2 2.2030 132.09gpm 11.12ft/sec C=120 0.1153 12-0 Pf 1.38psi 152 12-7 • 29.16psi Pe 248 12-7 30.54psi 12-0 Pv CM2 2.2030 150.19gpm 12.64ft/sec C=120 0.1462 14-0 Pf 2.05psi 248 12-7 30.54psi Pe 375 12-7 32.59psi 14-0 Pv ` BL 1.7280 20.55gpm 2.81ft/sec C=120 0.0120 390-511 Pf 6.06psi 375 12-7 32.59psi Tee 112-10N Pe 315 12-7 38.64psi 5T,8E 503-4k Pv DR 1.0490 20.37gpm 7.56ft/sec C=120 0.1346 2-7 Pf 1.02psi 923 10-0 20.37gpm 5.6 13.23psi K=5.6 5-0 Pe 1.12psi 63 12-7 13.14psi Tee 7-7 Pv DR 1.0490 20.47gpm 7.60ft/sec C=120 0.1359 2-7 Pf 1.03psi 924 10-0 20.47gpm 5.6 13.37psi K=5.6 5-0 Pe 1.12psi 65 12-7 13.28psi Tee 7-7 Pv DR 1.0490 20.78gpm 7.71ft/sec C=120 0.1396 2-7 Pf 1.06psi 925 10-0 20.78gpm 5.6 13.76psi K=5.6 5-0 Pe 1.12psi 66 12-7 13.70psi Tee 7-7 Pv DR 1.0490 21.06gpm 7.82ft/sec C=120 0.1432 2-7 Pf 1.09psi 665 10-0 21.06gpm 5.6 14.14psi K=5.6 5-0 Pe 1.12psi 95 12-7 14.11psi Tee 7-7 Pv BL 1.7280 1.86gpm 0.25ft/sec C=120 0.0001 6-0 Pf 0.00psi 95 12-7 14.11psi Pe 124 12-7 14.11psi 6-0 Pv BL 1.7280 22.92gpm 3.14ft/sec C=120 0.0147 8-0 Pf 0.12psi 124 12-7 14.11psi Pe 126 12-7 14.23psi 8-0 Pv BL 1.7280 44.07gpm 6.03ft/sec C=120 0.0494 8-0 Pf 0.39psi 126 12-7 14.23psi Pe 127 12-7 14.62psi 8-0 Pv t` © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 6 Contract No.: T3-400 16 C1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 7 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 65.48gpm 8.96ft/sec C=120 0.1027 130-24 11-34 141-6 Pf 14.53psi Pe Pv 127 152 12-7 12-7 14.62psi 29.16psi Tee DR 1.0490 21.06gpm 7.82ft/sec C=120 0.1432 2-7 5-0 ' 7-7 Pf 1.09psi Pe 1.12psi Pv 962 124 10-0 12-7 21.06gpm 5.6 14.14psi 14.11psi K=5.6 Tee DR 1.0490 21.14gpm 7.85ft/sec C=120 0.1442 2-7 5-0 7-7 Pf 1.09psi Pe 1.12psi Pv 963 126 10-0 12-7 21.14gpm 5.6 14.25psi 14.23psi K=5.6 Tee DR 1.0490 21.41gpm 7.95ft/sec C=120 0.1477 2-7 5-0 7-7 Pf 1.12psi Pe 1.12psi Pv 964 127 10-0 12-7 21.41gpm 5.6 14.62psi 14.62psi K=5.6 Tee DR 1.0490 22.15gpm 8.22ft/sec C=120 0.1572 4-7 7-0 11-7 Pf 1.82psi Pe 1.12psi Pv 686 120 10-0 12-7 22.15gpm 5.6 15.65psi 16.35psi K=5.6 E,T DR 1.0490 28.06gpm 10.42ft/sec C=120 0.2435 12-1 7-0 19-1 Pf 4.65psi Pe 1.12psi Pv 1016 174 10-0 12-7 28.06gpm 5.6 25.11psi 28.64psi K=5.6 E,X BL 1.7280 18.10gpm 2.48ft/sec C=120 0.0095 177-04 22-7 199-74 Pf 1.90psi Pe Pv 174 248 12-7 12-7 28.64psi 30.54psi 2E,T DR 1.0490 29.49gpm 10.95ft/sec C=120 0.2670 2-7 5-0 7-7 Pf 2.02psi Pe 1.12psi Pv 975 174 10-0 12-7 29.49gpm 5.6 27.74psi 28.64psi K=5.6 Cross BL 1.7280 39.46gpm 5.40ft/sec C=120 0.0402 178-5 28-2% 206-74 Pf 8.32psi Pe Pv 174 193 12-7 12-7 28.64psi 36.96psi E,2T UG 4.2200 250.00gpm 5.73ft/sec C=120 0.0158 1-0 25-14 26-14 Pf 0.41psi Pe Pv 6 5 -4-6 -4-6 250.00gpm 76.22psi 76.64psi Hose Tee CM1 2.2030 87.71gpm 7.38ft/sec C=120 0.0541 8-10 8-10 Pf 0.48psi Pe Pv 570 548 12-7 12-7 40.85psi 41.33psi BL 1.7280 41.93gpm 5.74ft/sec C=120 0.0450 313-114 33-104 347-104 Pf 15.66psi Pe Pv 567 493 12-7 12-7 34.56psi 50.23psi Tee 2E,T BL 1.7280 49.19gpm 6.73ft/sec C=120 0.0605 152-104 22-7 175-5% Pf 10.62psi Pe Pv 121 90 12-7 12-7 25.58psi 36.19psi Tee Tee CM1 2.2030 63.88gpm 5.38ft/sec C=120 0.0301 14-0 14-0 Pf 0.42psi Pe Pv 635 570 12-7 12-7 40.43psi 40.85psi BL 1.7280 23.83gpm 3.26ft/sec C=120 0.0158 346-54 22-7 369-04 Pf 5.84psi Pe Pv 634 570 12-7 12-7 35.01psi 40.85psi Tee Tee CM2 2.2030 63.88gpm 5.38ft/sec C=120 0.0301 14-0 14-0 Pf 0.42psi Pe Pv 634 698 12-7 12-7 35.01psi 35.43psi 16 C1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 7 Contract No.: T3-400 if'© 1997-2000, M.E.P.CAD, Inc. 09/01/0016:59:40 Page 8 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 21.91gpm 3.O0ft/sec C=120 0.0136 346-51.1 22-7 369-011 Pf 5.00psi Pe Pv 698 12-7 35.43psi Tee 635 12-7 40.43psi Tee CM1 2.2030 41.97gpm 3.53ft/sec C=120 0.0138 12-0 12-0 Pf 0.17psi Pe Pv 701 12-7 40.27psi 635 12-7 40.43psi CM1 2.2030 20.85gpm 1.76ft/sec C=120 0.0038 14-0 14-0 Pf 0.05psi Pe Pv 765 12-7 40.21psi 701 12-7 40.27psi CM2 2.2030 20.85gpm 1.76ft/sec C=120 0.0038 14-0 14-0 Pf 0.05psi Pe Pv 764 12-7 35.60psi 826 12-7 35.65psi BL 1.7280 20.85gpm 2.85ft/sec C=120 0.0124 346-511 22-7 369-01/ Pf 4.56psi Pe Pv 826 12-7 35.65psi Tee 765 12-7 40.21psi Tee BL 1.7280 21.11gpm 2.89ft/sec C=120 0.0127 346-511 22-7 369-011 Pf 4.67psi Pe Pv 764 12-7 35.60psi Tee 701 12-7 40.27psi Tee CM2 2.2030 87.71gpm 7.38ft/sec C=120 0.0541 8-3 8-3 Pf 0.45psi Pe Pv 567 12-7 34.56psi 634 12-7 35.01psi CM2 2.2030 129.64gpm 10.91ft/sec C=120 0.1114 17-9 17-9 Pf 1.98psi Pe Pv 375 12-7 32.59psi 567 12-7 34.56psi CM2 2.2030 41.97gpm 3.53ft/sec C=120 0.0138 12-0 12-0 Pf 0.17psi Pe Pv 698 12-7 35.43psi 764 12-7 35.60psi BL 1.7280 19.20gpm 2.63ft/sec C=120 0.0106 0-819 11-311. 11-113 Pf 0.13psi Pe Pv 95 12-7 14.11psi 122 12-7 14.24psi Tee BL 1.7280 15.38gpm 2.10ft/sec C=120 0.0070 0-814 11-311 11-114i Pf 0.08psi Pe Pv 51 12-7 13.13psi 50 12-7 13.21psi Tee Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: ft/sec Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe if'© 1997-2000, M.E.P.CAD, Inc. 09/01/0016:59:40 Page 8 Contract No.: T3-400 150 135 HYDRAULIC GRAPH 120 105 90 Static pressure 128.00psi 535.47gpm with hose streams 535.47gpm @ 76.86psi 60 45 30 15NI ystem demand curve 111111111 111111111 11111 11 11 0 m111 000 800 1200 1600 111111111 2000 111111111 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 535.47gpm @ 76.86psi System Demand with hose streams: 535.47gpm @ 76.86psi I I I I I I I I 3200 3800.00gpm @ 20.00psi 111111111 3600 4000 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:59:40 Page 9 SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING A - 1ST FLOOR SHIFTED ONCE TOWARDS CM1 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 277.54 GPM AT 65.55 PSI Contract No.: T3-400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING A - 1ST FLOOR, SHIFT ONCE TOWARDS CM1 Date: 09/01/00 17:00:25 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1005ft2 (Actual 1040ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 13 Outside Hose Streams: 0.O0gpm Hose at Node 6: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 527.54gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1159.38ga1 Maximum Velocity Above Ground: 15.52ft/sec between nodes 462 and 493 Maximum Velocity Under Ground: 5.73ft/sec between nodes 5 and 6 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.20psi 69.31psi 55.89psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIE COLE Address: 1106 54TH AVENUE E. TACOMA,WA 98424 Authority Having Jurisdiction: TUKWILA ' © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:35 Page 1 Contract No.: T3-400 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 3800.00gpm 125.20psi 527.54gpm 69.31psi SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) DENSITY (gpm/ft2) SPR SPR SPR SPR SPR SPR SPR SPR SPR SPR SPR SPR SPR HOS 603* 604 625 923 924 665 962 963 686 975 709 710 1016 6 19.50gpm 19.59gpm 20.41gpm 20.42gpm 20.58gpm 20.97gpm 20.98gpm 21.11gpm 21.58gpm 23.39gpm 23.37gpm 23.42gpm 22.22gpm 250.00gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 250.00gpm * Most demanding sprinkler. 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 12.40 12.13psi 12.23psi 13.28psi 13.30psi 13.50psi 14.02psi 14.03psi 14.21psi 14.85psi 17.45psi 17.42psi 17.49psi 15.75psi 68.68psi 0.15 0.15067 0.156973 0.157107 0.158297 0.161272 0.161357 0.162395 0.166027 0.179926 0.179787 0.180169 0.170939 1.92308 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:35 Page 2 Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 23 12-7 Tee 24 12-7 Tee 25 12-7 Tee 30 12-7 Tee 50 12-7 Tee 51 12-7 Tee 63 12-7 Tee 65 12-7 Tee 89 12-7 Tee 90 12-7 Tee 121 12-7 Tee 122 12-7 Tee 95 12-7 Tee 124 12-7 Tee 126 12-7 Tee 152 12-7 Tee 120 12-7 Tee 174 12-7 Cross 193 12-7 Tee 150 12-7 Tee 151 12-7 Tee 248 12-7 Tee 315 12-7 Tee 375 12-7 Tee 8 2-0 Elbow 462 8-334 487 4-6 Tee 493 12-7 Tee 548 12-7 Tee 567 12-7 Tee 570 12-7 Tee 634 12-7 Tee 635 12-7 Tee 698 12-7 Tee 701 12-7 Tee 764 12-7 Tee 765 12-7 Tee 826 12-7 Tee 5 -4-6 Tee 7 -4-6 Tee 603 10-0 K=5.6 604 10-0 K=5.6 625 10-0 K=5.6 923 10-0 K=5.6 924 10-0 K=5.6 665 10-0 K=5.6 962 10-0 K=5.6 963 10-0 K=5.6 686 10-0 K=5.6 11.95psi 12.06psi 13.01psi 30.03psi 13.21psi 13.18psi 13.21psi 13.42psi 23.60psi 30.20psi 22.32psi 14.03psi 13.97psi 13.99psi 14.18psi 23.90psi 15.47psi 17.64psi 30.77psi 17.62psi 17.69psi 24.78psi 32.38psi 26.71psi 65.55psi 49.90psi 58.84psi 43.40psi 34.95psi 28.57psi 34.50psi 28.99psi 34.10psi 29.39psi 33.95psi 29.55psi 33.90psi 29.60psi 69.10psi 69.08psi 12.13psi 12.23psi 13.28psi 13.30psi 13.50psi 14.02psi 14.03psi 14.21psi 14.85psi 19.50gpm 19.59gpm 20.41gpm 20.42gpm 20.58gpm 20.97gpm 20.98gpm 21.11gpm 21.58gpm ti © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:35 Page 3 Contract No.: T3-400 975 10-0 K=5.6 17.45psi 23.39gpm 709 10-0 K=5.6 17.42psi 23.37gpm 710 10-0 K=5.6 17.49psi 23.42gpm 1016 10-0 K=5.6 15.75psi 22.22gpm 6 -4-6 Hose 68.68psi 250.00gpm 1 -4-6 s,T 69.31psi 527.54gpm l' © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:35 Page 4 Contract No.: T3-400 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 1.0490 19.50gpm 7.24ft/sec C=120 0.1242 2-7 Pf 0.94psi 603 10-0 19.50gpm 5.6 12.13psi K=5.6 5-0 Pe 1.12psi 23 12-7 11.95psi Tee 7-7 Pv BL 1.5360 19.50gpm 3.38ft/sec C=120 0.0194 6-0 Pf 0.12psi 23 12-7 11.95psi Pe 24 12-7 12.06psi 6-0 Pv BL 1.5360 39.09gpm 6.77ft/sec C=120 0.0702 3-4 Pf 0.94psi 24 12-7 12.06psi 10-134 Pe 25 12-7 13.01psi Tee 13-534 Pv CM3 1.7280 39.09gpm 5.35ft/sec C=120 0.0395 5-3 Pf 0.21psi 25 12-7 13.01psi Pe 50 12-7 13.21psi 5-3 Pv CM3 1.7280 48.06gpm 6.57ft/sec C=120 0.0580 14-0 Pf 0.81psi 50 12-7 13.21psi Pe 122 12-7 14.03psi 14-0 Pv CM3 1.7280 59.99gpm 8.21ft/sec C=120 0.0873 10-1044 Pf 1.44psi 122 12-7 14.03psi 5-7; Pe 120 12-7 15.47psi Elbow 16-631 Pv CM3 1.7280 81.57gpm 11.16ft/sec C=120 0.1542 38-914 Pf 6.85psi 120 12-7 15.47psi 5-79 Pe 121 12-7 22.32psi Elbow 44-5 Pv CM3 1.7280 39.69gpm 5.43ft/sec C=120 0.0407 166-1044 Pf 7.71psi 121 12-7 22.32psi 22-7 Pe 30 12-7 30.03psi 2T 189-54 Pv CM1 2.2030 39.69gpm 3.34ft/sec C=120 0.0125 14-0 Pf 0.17psi 30 12-7 30.03psi Pe 90 12-7 30.20psi 14-0 Pv CM1 2.2030 81.57gpm 6.87ft/sec C=120 0.0473 12-0 Pf 0.57psi 90 12-7 30.20psi Pe 193 12-7 30.77psi 12-0 Pv CM1 2.2030 132.07gpm 11.12ft/sec C=120 0.1153 14-0 Pf 1.61psi 193 12-7 30.77psi Pe 315 12-7 32.38psi 14-0 Pv CM1 2.2030 151.91gpm 12.79ft/sec C=120 0.1493 17-2 Pf 2.56psi 315 12-7 32.38psi Pe 548 12-7 34.95psi 17-2 Pv FM 2.7030 236.84gpm 13.24ft/sec C=120 0.1254 39-444 Pf 8.45psi 548 12-7 34.95psi Tee 27-1144 Pe 493 12-7 43.40psi Elbow 67-441 Pv FM 2.7030 277.54gpm 15.52ft/sec C=120 0.1682 9-031 Pf 4.65psi 493 12-7 43.40psi 18-744 Pe-1.85psi 462 8-344 49.90psi 2E 27-834 Pv FR 2.7030 277.54gpm 15.52ft/sec C=120 0.1682 4-6 Pf 7.29psi 462 8-3N 49.90psi 38-1034 Pe-1.65psi 487 4-6 58.84psi F=-1.83,E,T 43-43a Pv FR 4.3100 277.54gpm 6.10ft/sec C=120 0.0173 7-11 Pf 5.62psi 487 4-6 58.84psi 44-531 Pe-1.09psi 8 2-0 65.55psi X,B=-5,E 49-934 Pv UG 6.2800 277.54gpm 2.87ft/sec C=140 0.0021 201-6 Pf 0.71psi 8 2-0 65.55psi 140-3 Pe-2.82psi 7 -4-6 69.08psi 4E,G=-0.01,T 341-9 Pv UG 8.3900 277.54gpm 1.61ft/sec C=140 0.0005 30-0 Pf 0.02psi 7 -4-6 69.08psi Pe 5 -4-6 69.10psi 30-0 Pv k ©1997-2000, M.E.P.CAD, Inc. 09/01/0017:00:36 Page 5 Contract No.: T3-400 ' © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 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 UG 8.3900 527.54gpm 3.06ft/sec C=140 0.0017 64-0 Pf 0.21psi 5 -4-6 69.10psi 62-744 Pe 1 -4-6 69.31psi G=-0.01,s,T 126-73 Pv DR 1.0490 19.59gpm 7.27ft/sec C=120 0.1252 2-7 Pf 0.95psi 604 10-0 19.59gpm 5.6 12.23psi K=5.6 5-0 Pe 1.12psi 24 12-7 12.06psi Tee 7-7 Pv DR 1.0490 20.41gpm 7.58ft/sec C=120 0.1351 2-7 Pf 1.02psi 625 10-0 20.41gpm 5.6 13.28psi K=5.6 5-0 Pe 1.12psi 51 12-7 13.18psi Tee 7-7 Pv BL 1.7280 8.97gpm 1.23ft/sec C=120 0.0026 0-8;4 Pf 0.03psi 51 12-7 13.18psi 11-3'1 Pe 50 12-7 13.21psi Tee 11-1114 Pv DR 1.0490 20.42gpm 7.58ft/sec C=120 0.1353 2-7 Pf 1.03psi 923 10-0 20.42gpm 5.6 13.30psi K=5.6 5-0 Pe 1.12psi 63 12-7 13.21psi Tee 7-7 Pv BL 1.7280 31.86gpm 4.36ft/sec C=120 0.0271 8-0 Pf 0.22psi 63 12-7 13.21psi Pe 65 12-7 13.42psi 8-0 Pv BL 1.7280 52.44gpm 7.17ft/sec C=120 0.0681 138-2'1 Pf 10.18psi 65 12-7 13.42psi 11-3 Pe 89 12-7 23.60psi Tee 149-6 Pv CM2 2.2030 52.44gpm 4.41ft/sec C=120 0.0209 14-0 Pf 0.29psi 89 12-7 23.60psi Pe 152 12-7 23.90psi 14-0 Pv CM2 2.2030 103.56gpm 8.72ft/sec C=120 0.0735 12-0 Pf 0.88psi 152 12-7 23.90psi Pe 248 12-7 24.78psi 12-0 Pv CM2 2.2030 145.47gpm 12.24ft/sec C=120 0.1378 14-0 Pf 1.93psi 248 12-7 24.78psi Pe 375 12-7 26.71psi 14-0 Pv BL 1.7280 19.84gpm 2.71ft/sec C=120 0.0113 390-511 Pf 5.68psi 375 12-7 26.71psi Tee 112-103 Pe 315 12-7 32.38psi 5T,8E 503-4;4 Pv DR 1.0490 20.58gpm 7.64ft/sec C=120 0.1372 2-7 Pf 1.04psi 924 10-0 20.58gpm 5.6 13.50psi K=5.6 5-0 Pe 1.12psi 65 12-7 13.42psi Tee 7-7 Pv DR 1.0490 20.97gpm 7.78ft/sec C=120 0.1420 2-7 Pf 1.08psi 665 10-0 20.97gpm 5.6 14.02psi K=5.6 5-0 Pe 1.12psi 95 12-7 13.97psi Tee 7-7 Pv BL 1.7280 9.04gpm 1.24ft/sec C=120 0.0026 6-0 Pf 0.02psi 95 12-7 13.97psi Pe 124 12-7 13.99psi 6-0 Pv BL 1.7280 30.01gpm 4.11ft/sec C=120 0.0243 8-0 Pf 0.19psi 124 12-7 13.99psi Pe 126 12-7 14.18psi 8-0 Pv BL 1.7280 51.12gpm 6.99ft/sec C=120 0.0650 138-2'1 Pf 9.71psi 126 12-7 14.18psi 11-3 Pe 152 12-7 23.90psi Tee 149-6 Pv DR 1.0490 20.98gpm 7.79ft/sec C=120 0.1421 2-7 Pf 1.08psi 962 10-0 20.98gpm 5.6 14.03psi K=5.6 5-0 Pe 1.12psi 124 12-7 13.99psi Tee 7-7 Pv DR 1.0490 21.11gpm 7.84ft/sec C=120 0.1438 2-7 Pf 1.09psi 963 10-0 21.11gpm 5.6 14.21psi K=5.6 5-0 Pe 1.12psi 126 12-7 14.18psi Tee 7-7 Pv ' © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 Page 6 Contract No.: T3-400 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 Page 7 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 21.58gpm 8.01ft/sec C=120 0.1498 4-7 7-0 11-7 Pf 1.74psi Pe 1.12psi Pv 686 120 10-0 12-7 21.58gpm 5.6 14.85psi 15.47psi K=5.6' E,T DR 1.0490 22.22gpm 8.25ft/sec C=120 0.1581 12-1 7-0 19-1 Pf 3.02psi Pe 1.12psi Pv 1016 174 10-0 12-7 22.22gpm 5.6 15.75psi 17.64psi K=5.6 E,X BL 1.7280 50.50gpm 6.91ft/sec C=120 0.0635 178-5 28-2h 206-7k Pf 13.13psi Pe Pv 174 193 12-7 12-7 17.64psi 30.77psi E,2T DR 1.0490 23.37gpm 8.68ft/sec C=120 0.1736 2-7 5-0 7-7 Pf 1.32psi Pe 1.12psi Pv 709 150 10-0 12-7 23.37gpm 5.6 17.42psi 17.62psi K=5.6 Tee BL 1.7280 4.89gpm 0.67ft/sec C=120 0.0008 22-10 11-3k 34-111 Pf 0.03psi Pe Pv 150 174 12-7 12-7 17.62psi 17.64psi 2E DR 1.0490 23.39gpm 8.68ft/sec C=120 0.1739 2-7 5-0 7-7 Pf 1.32psi Pe 1.12psi Pv 975 174 10-0 12-7 23.39gpm 5.6 17.45psi 17.64psi K=5.6 Cross DR 1.0490 23.42gpm 8.69ft/sec C=120 0.1743 2-7 5-0 7-7 Pf 1.32psi Pe 1.12psi Pv 710 151 10-0 12-7 23.42gpm 5.6 17.49psi 17.69psi K=5.6 Tee BL 1.7280 41.90gpm 5.73ft/sec C=120 0.0450 146-211 11-3k 157-6 Pf 7.08psi Pe Pv 151 248 12-7 12-7 17.69psi 24.78psi Tee UG 4.2200 250.00gpm 5.73ft/sec C=120 0.0158 1-0 25-13 26-1h Pf 0.41psi Pe Pv 6 5 -4-6 -4-6 250.00gpm 68.68psi 69.10psi Hose Tee CM1 2.2030 84.93gpm 7.15ft/sec C=120 0.0509 8-10 8-10 Pf 0.45psi Pe Pv 570 548 12-7 12-7 34.50psi 34.95psi BL 1.7280 40.70gpm 5.57ft/sec C=120 0.0426 313-11h 33-1011 347-10k Pf 14.82psi Pe Pv 567 493 12-7 12-7 28.57psi 43.40psi Tee 2E,T BL 1.7280 41.88gpm 5.73ft/sec C=120 0.0449 152-10% 22-7 175-5h Pf 7.88psi Pe Pv 121 90 12-7 12-7 22.32psi 30.20psi Tee Tee CM1 2.2030 61.85gpm 5.21ft/sec C=120 0.0283 14-0 14-0 Pf 0.40psi Pe Pv 635 570 12-7 12-7 34.10psi 34.50psi BL 1.7280 23.08gpm 3.16ft/sec C=120 0.0149 346-511 22-7 369-011 Pf 5.51psi Pe Pv 634 570 12-7 12-7 28.99psi 34.50psi Tee Tee CM2 2.2030 61.85gpm 5.21ft/sec C=120 0.0283 14-0 14-0 Pf 0.40psi Pe Pv 634 698 12-7 12-7 28.99psi 29.39psi BL 1.7280 21.22gpm 2.90ft/sec C=120 0.0128 346-511 22-7 369-011 Pf 4.71psi Pe Pv 698 635 12-7 12-7 29.39psi 34.10psi Tee Tee © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 Page 7 Contract No.: T3-400 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 Page 8 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 2.2030 40.63gpm 3.42ft/sec C=120 0.0130 12-0 12-0 Pf 0.16psi Pe Pv 701 12-7 33.95psi 635 12-7 34.10psi CM1 2.2030 20.19gpm 1.70ft/sec C=120 0.0036 14-0 14-0 Pf 0.05psi Pe Pv 765 12-7 33.90psi 701 12-7 33.95psi CM2 2.2030 20.19gpm 1.70ft/sec C=120 0.0036 14-0 14-0 Pf 0.05psi Pe Pv 764 12-7 29.55psi 826 12-7 29.60psi BL 1.7280 20.19gpm 2.76ft/sec C=120 0.0117 346-5'1 22-7 369-011 Pf 4.30psi Pe Pv 826 12-7 29.60psi Tee 765 12-7 33.90psi Tee BL 1.7280 20.44gpm 2.80ft/sec C=120 0.0119 346-5 22-7 369-011 Pf 4.40psi Pe Pv 764 12-7 29.55psi Tee 701 12-7 33.95psi Tee CM2 2.2030 84.93gpm 7.15ft/sec C=120 0.0509 8-3 8-3 Pf 0.42psi Pe Pv 567 12-7 28.57psi 634 12-7 28.99psi CM2 2.2030 125.63gpm 10.57ft/sec C=120 0.1051 17-9 17-9 Pf 1.86psi Pe Pv 375 12-7 26.71psi 567 12-7 28.57psi CM2 2.2030 40.63gpm 3.42ft/sec C=120 0.0130 12-0 12-0 Pf 0.16psi Pe Pv 698 12-7 29.39psi 764 12-7 29.55psi BL 1.7280 18.48gpm 2.53ft/sec C=120 0.0099 8-0 8-0 Pf 0.08psi Pe Pv 150 12-7 17.62psi 151 12-7 17.69psi BL 1.7280 11.93gpm 1.63ft/sec C=120 0.0044 0-8 11-3'1 11-1144 Pf 0.05psi Pe Pv 95 12-7 13.97psi 122 12-7 14.03psi Tee BL 1.7280 11.43gpm 1.56ft/sec C=120 0.0041 6-0 6-0 Pf 0.02psi Pe Pv 51 12-7 13.18psi 63 12-7 13.21psi Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: ft/sec Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 Page 8 Contract No.: T3-400 Q ai 1 6: 150 135 120 105 90 75 60 45 30 15 0 X00 800 1200 1600 HYDRAULIC GRAPH 2000 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.O0psi System Demand: 527.54gpm @ 69.31 psi System Demand with hose streams: 527.54gpm @ 69.31 psi 3200 3600 20.00psi ' © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 Page 9 - Static pressure 128.00psi 1 527.54gpm with 527.54gpm @ hose streams 69.31 psi _I ystem demand curve - 3800.O0gpm Q IN I --EgIIWIILIIII11111 111111111 111111111 111111111 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 2000 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.O0psi System Demand: 527.54gpm @ 69.31 psi System Demand with hose streams: 527.54gpm @ 69.31 psi 3200 3600 20.00psi ' © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:00:36 Page 9 SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING A - 1ST FLOOR SHIFTED ONCE TOWARDS CM2 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 240.63 GPM AT 64.91 PSI Contract No.: T3-400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING A - 1ST FLOOR, SHIFT ONCE TOWARDS CM2 Date: 09/01/00 17:01:32 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1005ft2 (Actual 1040ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 12 Outside Hose Streams: 0.00gpm Hose at Node 6: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 490.63gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1159.38ga1 Maximum Velocity Above Ground: 13.45ft/sec between nodes 462 and 493 Maximum Velocity Under Ground: 5.73ft/sec between nodes 5 and 6 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.55psi 68.48psi 57.08psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIE COLE Address: 1106 54TH AVENUE E. TACOMA,WA 98424 Authority Having Jurisdiction: TUKWILA 4 CO 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:19 Page 1 Contract No.: T3-400 WATER SUPPLY DATA SOURCE STATIC NODE PRESSURE TAG (psi) RESIDUAL PRESSURE (psi) FLOW (qpm) AVAILABLE PRESSURE @ (psi) TOTAL DEMAND (gpm) REQUIRED PRESSURE (psi) 1 128.00psi 20.00psi 3800.00gpm 125.55psi 490.63gpm SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) 68.48psi DENSITY (gpm/ft2) SPR 604* SPR 625 SPR 923 SPR 924 SPR 925 SPR 926 SPR 665 SPR 962 SPR 963 SPR 964 SPR 965 SPR 686 HOS 6 19.50gpm 19.57gpm 19.56gpm 19.59gpm 19.76gpm 20.15gpm 20.08gpm 20.07gpm 20.09gpm 20.24gpm 20.62gpm 21.39gpm 250.00gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 250.00gpm * Most demanding sprinkler. 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 12.40 12.13psi 12.21psi 12.20psi 12.24psi 12.45psi 12.95psi 12.86psi 12.84psi 12.87psi 13.07psi 13.56psi 14.59psi 67.88psi 0.15 0.150524 0.150472 0.150705 0.151989 0.155038 0.15447 0.154383 0.154557 0.155723 0.158623 0.164544 1.92308 4 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 2 Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 24 12-7 Tee 25 12-7 Tee 30 12-7 Tee 50 12-7 Tee 51 12-7 Tee 63 12-7 Tee 65 12-7 Tee 66 12-7 Tee 67 12-7 Tee 89 12-7 Tee 90 12-7 Tee 121 12-7 Tee 122 12-7 Tee 95 12-7 Tee 124 12-7 Tee 126 12-7 Tee 127 12-7 Tee 128 12-7 Tee 152 12-7 Tee 120 12-7 Tee 193 12-7 Tee 248 12-7 Tee 315 12-7 Tee 375 12-7 Tee 8 2-0 Elbow 462 8-334 487 4-6 Tee 493 12-7 Tee 548 12-7 Tee 567 12-7 Tee 570 12-7 Tee 634 12-7 Tee 635 12-7 Tee 698 12-7 Tee 701 12-7 Tee 764 12-7 Tee 765 12-7 Tee 826 12-7 Tee 5 -4-6 Tee 7 -4-6 Tee 604 10-0 K=5.6 625 10-0 K=5.6 923 10-0 K=5.6 924 10-0 K=5.6 925 10-0 K=5.6 926 10-0 K=5.6 665 10-0 K=5.6 962 10-0 K=5.6 963 10-0 K=5.6 11.95psi 12.21psi 34.92psi 12.26psi 12.04psi 12.03psi 12.07psi 12.29psi 12.83psi 29.34psi 35.16psi 24.47psi 13.01psi 12.73psi 12.72psi 12.75psi 12.96psi 13.48psi 29.87psi 15.18psi 35.92psi 31.50psi 37.19psi 32.96psi 64.91psi 51.10psi 58.35psi 45.67psi 39.18psi 34.37psi 38.84psi 34.69psi 38.54psi 34.99psi 38.42psi 35.10psi 38.38psi 35.14psi 68.29psi 68.28psi 12.13psi 12.21psi 12.20psi 12.24psi 12.45psi 12.95psi 12.86psi 12.84psi 12.87psi 19.50gpm 19.57gpm 19.56gpm 19.59gpm 19.76gpm 20.15gpm 20..08gpm 20.07gpm 20.09gpm 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 3 Contract No.: T3400 964 10-0 K=5.6 13.07psi 20.24gpm 965 10-0 K=5.6 13.56psi 20.62gpm 686 10-0 K=5.6 14.59psi 21.39gpm 6 -4-6 Hose 67.88psi 250.00gpm 1 -4-6 s,T 68.48psi 490.63gpm 6 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 4 Contract No.: T3-400 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 1.0490 19.50gpm 7.24ft/sec C=120 0.1242 2-7 Pf 0.94psi 604 10-0 19.50gpm 5.6 12.13psi K=5.6 5-0 Pe 1.12psi 24 12-7 11.95psi Tee 7-7 Pv BL 1.5360 19.50gpm 3.38ft/sec C=120 0.0194 3-4 Pf 0.26psi 24 12-7 11.95psi 10-1'y Pe 25 12-7 12.21psi Tee 13-5'4 Pv CM3 1.7280 19.50gpm 2.67ft/sec C=120 0.0109 5-3 Pf 0.06psi 25 12-7 12.21psi Pe 50 12-7 12.26psi 5-3 Pv CM3 1.7280 45.76gpm 6.26ft/sec C=120 0.0529 14-0 Pf 0.74psi 50 12-7 12.26psi Pe 122 12-7 13.01psi 14-0 Pv CM3 1.7280 74.77gpm 10.23ft/sec C=120 0.1313 10-1044 Pf 2.17psi 122 12-7 13.01psi 5-73 Pe 120 12-7 15.18psi Elbow 16-6'1 Pv CM3 1.7280 96.17gpm 13.16ft/sec C=120 0.2091 38-9;4 Pf 9.29psi 120 12-7 15.18psi 5-744 Pe 121 12-7 24.47psi Elbow 44-5 Pv CM3 1.7280 46.79gpm 6.40ft/sec C=120 0.0552 166-1044 Pf 10.45psi 121 12-7 24.47psi 22-7 Pe 30 12-7 34.92psi 2T 189-544 Pv CM1 2.2030 46.79gpm 3.94ft/sec C=120 0.0169 14-0 Pf 0.24psi 30 12-7 34.92psi Pe 90 12-7 35.16psi 14-0 Pv CM1 2.2030 96.17gpm 8.09ft/sec C=120 0.0641 12-0 Pf 0.77psi 90 12-7 35.16psi Pe 193 12-7 35.92psi 12-0 Pv CM1 2.2030 115.63gpm 9.73ft/sec C=120 0.0901 14-0 Pf 1.26psi 193 12-7 35.92psi Pe 315 12-7 37.19psi 14-0 Pv CM1 2.2030 132.55gpm 11.16ft/sec C=120 0.1160 17-2 Pf 1.99psi 315 12-7 37.19psi Pe 548 12-7 39.18psi 17-2 Pv FM 2.7030 205.48gpm 11.49ft/sec C=120 0.0964 39-449 Pf 6.50psi 548 12-7 39.18psi Tee 27-1149 Pe 493 12-7 45.67psi Elbow 67-4'1 Pv FM 2.7030 240.63gpm 13.45ft/sec C=120 0.1291 9-0;1 Pf 3.57psi 493 12-7 45.67psi 18-749 Pe-1.85psi 462 8-344 51.10psi 2E 27-8;4 Pv FR 2.7030 240.63gpm 13.45ft/sec C=120 0.1291 4-6 Pf 5.60psi 462 8-344 51.10psi 38-10;4 Pe-1.65psi 487 4-6 58.35psi F=-1.41,E,T 43-4;4 Pv FR 4.3100 240.63gpm 5.29ft/sec C=120 0.0133 7-11 Pf 5.48psi 487 4-6 58.35psi 44-5;1 Pe-1.09psi 8 2-0 64.91psi X,B=-5,E 49-911 Pv UG 6.2800 240.63gpm 2.49ft/sec C=140 0.0016 201-6 Pf 0.55psi 8 2-0 64.91psi 140-3 Pe-2.82psi 7 -4-6 68.28psi 4E,G=-0.01,T 341-9 Pv UG 8.3900 240.63gpm 1.40ft/sec C=140 0.0004 30-0 Pf 0.01psi 7 -4-6 68.28psi Pe 5 -4-6 68.29psi 30-0 Pv UG 8.3900 490.63gpm 2.85ft/sec C=140 0.0015 64-0 Pf 0.18psi 5 -4-6 68.29psi 62-749 Pe 1 -4-6 68.48psi G=-0.01,s,T 126-744 Pv © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 5 Contract No.: T3-400 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 6 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge IC -Factor Pt Pn Fittings DR 1.0490 19.56gpm 7.26ft/sec C=120 0.1249 2-7 Pf 0.95psi 923 10-0 19.56gpm 5.6 12.20psi K=5.6 5-0 Pe 1.12psi 63 12-7 12.03psi Tee 7-7 Pv BL 1.7280 6.69gpm 0.92ft/sec C=120 0.0015 6-0 Pf 0.01psi 63 12-7 12.03psi Pe 51 12-7 12.04psi 6-0 Pv BL 1.7280 26.26gpm 3.59ft/sec C=120 0.0189 0-831 Pf 0.23psi 51 12-7 12.04psi 11-311 Pe 50 12-7 12.26psi Tee 11-113 Pv DR 1.0490 19.57gpm 7.26ft/sec C=120 0.1250 2-7 Pf 0.95psi 625 10-0 19.57gpm 5.6 12.21psi K=5.6 5-0 Pe 1.12psi 51 12-7 12.04psi Tee 7-7 Pv DR 1.0490 19.59gpm 7.27ft/sec C=120 0.1253 2-7 Pf 0.95psi 924 10-0 19.59gpm 5.6 12.24psi K=5.6 5-0 Pe 1.12psi 65 12-7 12.07psi Tee 7-7 Pv BL 1.7280 32.46gpm 4.44ft/sec C=120 0.0280 8-0 Pf 0.22psi 65 12-7 12.07psi Pe 66 12-7 12.29psi 8-0 Pv BL 1.7280 52.22gpm 7.14ft/sec C=120 0.0676 8-0 Pf 0.54psi 66 12-7 12.29psi Pe 67 12-7 12.83psi 8-0 Pv BL 1.7280 72.38gpm 9.90ft/sec C=120 0.1236 122-211 Pf 16.50psi 67 12-7 12.83psi 11-311 Pe 89 12-7 29.34psi Tee 133-6 Pv CM2 2.2030 72.38gpm 6.09ft/sec C=120 0.0379 14-0 Pf 0.53psi 89 12-7 29.34psi Pe 152 12-7 29.87psi 14-0 Pv CM2 2.2030 144.47gpm 12.16ft/sec C=120 0.1361 12-0 Pf 1.63psi 152 12-7 29.87psi Pe 248 12-7 31.50psi 12-0 Pv BL 1.7280 19.47gpm 2.66ft/sec C=120 0.0109 355-511 Pf 4.42psi 248 12-7 31.50psi Tee 50-911 Pe 193 12-7 35.92psi 3E,2T 406-314 Pv DR 1.0490 19.76gpm 7.33ft/sec C=120 0.1272 2-7 Pf 0.96psi 925 10-0 19.76gpm 5.6 12.45psi K=5.6 5-0 Pe 1.12psi 66 12-7 12.29psi Tee 7-7 Pv DR 1.0490 20.07gpm 7.45ft/sec C=120 0.1310 2-7 Pf 0.99psi 962 10-0 20.07gpm 5.6 12.84psi K=5.6 5-0 Pe 1.12psi 124 12-7 12.72psi Tee 7-7 Pv BL 1.7280 8.93gpm 1.22ft/sec C=120 0.0026 6-0 Pf 0.02psi 124 12-7 12.72psi Pe 95 12-7 12.73psi 6-0 Pv BL 1.7280 29.02gpm 3.97ft/sec C=120 0.0228 0-834 Pf 0.27psi 95 12-7 12.73psi 11-31.1 Pe 122 12-7 13.01psi Tee 11-113 Pv DR 1.0490 20.08gpm 7.45ft/sec C=120 0.1311 2-7 Pf 0.99psi 665 10-0 20.08gpm 5.6 12.86psi K=5.6 5-0 Pe 1.12psi 95 12-7 12.73psi Tee 7-7 Pv DR 1.0490 20.09gpm 7.46ft/sec C=120 0.1312 2-7 Pf 1.00psi 963 10-0 20.09gpm 5.6 12.87psi K=5.6 5-0 Pe 1.12psi 126 12-7 12.75psi Tee 7-7 Pv BL 1.7280 31.23gpm 4.27ft/sec C=120 0.0261 8-0 Pf 0.21psi 126 12-7 12.75psi Pe 127 12-7 12.96psi 8-0 Pv © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 6 Contract No.: T3-400 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 7 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 51.47gpm 7.04ft/sec C=120 0.0658 8-0 8-0 Pf 0.53psi Pe Pv 127 128 12-7 12-7 12.96psi 13.48psi BL 1.7280 72.09gpm 9.86ft/sec C=120 0.1227 122-2 11-3'1 133-6 Pf 16.38psi Pe Pv 128 152 12-7 12-7 13.48psi 29.87psi Tee DR 1.0490 20.15gpm 7.48ft/sec C=120 0.1320 2-7 5-0 7-7 Pf 1.00psi Pe 1.12psi Pv 926 67 10-0 12-7 20.15gpm 5.6 12.95psi 12.83psi K=5.6 Tee DR 1.0490 20.24gpm 7.52ft/sec C=120 0.1331 2-7 5-0 7-7 Pf 1.01psi Pe 1.12psi Pv 964 127 10-0 12-7 20.24gpm 5.6 13.07psi 12.96psi K=5.6 Tee DR 1.0490 20.62gpm 7.66ft/sec C=120 0.1377 2-7 5-0 7-7 Pf 1.04psi Pe 1.12psi Pv 965 128 10-0 12-7 20.62gpm 5.6 13.56psi 13.48psi K=5.6 Tee DR 1.0490 21.39gpm 7.94ft/sec C=120 0.1474 4-7 7-0 11-7 Pf 1.71psi Pe 1.12psi Pv 686 120 10-0 12-7 21.39gpm 5.6 14.59psi 15.18psi K=5.6 E,T UG 4.2200 250.00gpm 5.73ft/sec C=120 0.0158 1-0 25-1% 26-1% Pf 0.41psi Pe Pv 6 5 -4-6 -4-6 250.00gpm 67.88psi 68.29psi Hose Tee CM1 2.2030 72.93gpm 6.14ft/sec C=120 0.0384 8-10 8-10 Pf 0.34psi Pe Pv 570 548 12-7 12-7 38.84psi 39.18psi BL 1.7280 35.16gpm 4.81ft/sec C=120 0.0325 313-11% 33-10'1 347-10k Pf 11.31psi Pe Pv 567 493 12-7 12-7 34.37psi 45.67psi Tee 2E,T BL 1.7280 16.92gpm 2.31ft/sec C=120 0.0084 390-5 112-10% 503-4k Pf 4.23psi Pe Pv 375 315 12-7 12-7 32.96psi 37.19psi Tee 5T,8E BL 1.7280 49.37gpm 6.75ft/sec C=120 0.0609 152-10% 22-7 175-5k Pf 10.69psi Pe Pv 121 90 12-7 12-7 24.47psi 35.16psi Tee Tee BL 1.7280 11.14gpm 1.52ft/sec C=120 0.0039 8-0 8-0 Pf 0.03psi Pe Pv 124 126 12-7 12-7 12.72psi 12.75psi BL 1.7280 12.87gpm 1.76ft/sec C=120 0.0051 8-0 8-0 Pf 0.04psi Pe Pv 63 65 12-7 12-7 12.03psi 12.07psi CM1 2.2030 53.11gpm 4.47ft/sec C=120 0.0214 14-0 14-0 Pf 0.30psi Pe Pv 635 570 12-7 12-7 38.54psi 38.84psi BL 1.7280 19.82gpm 2.71ft/sec C=120 0.0113 346-5'1 22-7 369-0'1 Pf 4.15psi Pe Pv 634 570 12-7 12-7 34.69psi 38.84psi Tee Tee CM2 2.2030 53.11gpm 4.47ft/sec C=120 0.0214 14-0 14-0 Pf 0.30psi Pe Pv 634 698 12-7 12-7 34.69psi 34.99psi © 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 7 Contract No.: T3-400 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 8 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 18.22gpm 2.49ft/sec C=120 0.0096 346-5'1 22-7 369-011 Pf 3.55psi Pe Pv 698 12-7 34.99psi Tee 635 12-7 38.54psi Tee CM1 2.2030 34.89gpm 2.94ft/sec C=120 0.0098 12-0 12-0 Pf 0.12psi Pe Pv 701 12-7 38.42psi 635 12-7 38.54psi CM1 2.2030 17.34gpm 1.46ft/sec C=120 0.0027 14-0 14-0 Pf 0.04psi Pe Pv 765 12-7 38.38psi 701 12-7 38.42psi CM2 2.2030 17.34gpm 1.46ft/sec C=120 0.0027 14-0 14-0 Pf 0.04psi Pe Pv 764 12-7 35.10psi 826 12-7 35.14psi BL 1.7280 17.34gpm 2.37ft/sec C=120 0.0088 346-51s 22-7 369-01.1 Pf 3.24psi Pe Pv 826 12-7 35.14psi Tee 765 12-7 38.38psi Tee BL 1.7280 17.55gpm 2.40ft/sec C=120 0.0090 346-511 22-7 369-011 Pf 3.32psi Pe Pv 764 12-7 35.10psi Tee 701 12-7 38.42psi Tee CM2 2.2030 125.00gpm 10.52ft/sec C=120 0.1041 14-0 14-0 Pf 1.46psi Pe Pv 248 12-7 31.50psi 375 12-7 32.96psi CM2 2.2030 72.93gpm 6.14ft/sec C=120 0.0384 8-3 8-3 Pf 0.32psi Pe Pv 567 12-7 34.37psi 634 12-7 34.69psi CM2 2.2030 108.08gpm 9.10ft/sec C=120 0.0795 17-9 17-9 Pf 1.41psi Pe Pv 375 12-7 32.96psi 567 12-7 34.37psi CM2 2.2030 34.89gpm 2.94ft/sec C=120 0.0098 12-0 12-0 Pf 0.12psi Pe Pv 698 12-7 34.99psi 764 12-7 35.10psi Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: ft/sec Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 8 Contract No.: T3-400 150 135 120 105 90 so a5 30 15 0 HYDRAULIC GRAPH - Static pressure 128.00psi 490.63gpm with hose streams 490.63gpm 68.48psi System demand curve 3800.00gpm @ 20.00psi L, 111111111 111111111 111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 I I 1 I 1 I I I I 1 1 1 1 1 1 1 1 1 X00800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 490.63gpm @ 68.48psi System Demand with hose streams: 490.63gpm @ 68.48psi ® 1997-2000, M.E.P.CAD, Inc. 09/01/00 17:02:20 Page 9 SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING A - 2ND FLOOR AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 363.23 GPM AT 56.09 PSI Contract No.: T3-400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING A - 2ND FLOOR Date: 09/01/00 16:43:01 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1500ft2 (Actual 1560ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 18 Outside Hose Streams: 0.00gpm Hose at Node 366:6: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 613.23gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1716.53gal Maximum Velocity Above Ground: 9.75ft/sec between nodes 21 and 49 Maximum Velocity Under Ground: 5.73ft/sec between nodes 366:5 and 366:6 Supply Pressure(s): Available Required Safety Margin Supply node tag: 366:1 124.30psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIE COLE Address: 1106 54TH AVENUE E. TACOMA, WA 98424 Authority Having Jurisdiction: TUKWILA 60.39psi 63.92psi 16 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:06 Page 1 Contract No.: T3-400 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESSURE (psi) RESIDUAL FLOW PRESSURE @ (psi) (glom) AVAILABLE PRESSURE @ (psi) TOTAL DEMAND (gpm) REQUIRED PRESSURE (psi) 366:1 128.00psi 20.00psi 3 800.00gpm 124.30psi 613.23gpm SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) 60.39psi DENSITY (gpm/ft2) SPR 701 SPR 702 SPR 703 SPR 704 SPR 723 SPR 724 SPR 745 SPR 746 SPR 747 SPR 748 SPR 767 SPR 768 SPR 789 SPR 790 SPR 791 SPR 794 SPR 795 SPR 796* HOS 366:6 20.13gpm 20.11gpm 20.14gpm 20.30gpm 20.82gpm 20.55gpm 20.20gpm 19.84gpm 19.87gpm 20.40gpm 20.89gpm 20.62gpm 19.80gpm 19.83gpm 20.03gpm 20.23gpm 19.97gpm 19.50gpm 250.00gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 250.00gpm * Most demanding sprinkler. 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 12.40 12.93psi 12.90psi 12.93psi 13.14psi 13.82psi 13.46psi 13.01psi 12.56psi 12.59psi 13.28psi 13.91psi 13.56psi 12.51psi 12.54psi 12.79psi 13.04psi 12.71psi 12.13psi 59.69psi 0.154875 0.154724 0.15492 0.156151 0.160135 0.158057 0.155402 0.152636 0.152838 0.156959 0.160663 0.158602 0.152332 0.152571 0.154051 0.155581 0.153603 0.15 1.92308 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:07 Page 2 Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (p81) (gpm) 4 27-34 Tee 12.89psi 9 27-34 Tee 12.87psi 10 27-34 Tee 12.90psi 11 27-34 Tee 13.12psi 21 27-34 Tee 32.78psi 49 27-34 Tee 13.85psi 51 27-34 Tee 13.47psi 90 27-34 Tee 25.14psi 93 27-34 Tee 12.99psi 95 27-34 Tee 12.95psi 96 27-34 Tee 12.99psi 97 27-34 Tee 13.27psi 104 27-34 Tee 32.85psi 134 27-34 Tee 13.95psi 135 27-34 Tee 13.57psi 176 27-34 Tee 25.24psi 179 27-34 Tee 12.44psi 181 27-34 Tee 12.49psi 182 27-34 Tee 12.75psi 188 27-34 Tee 12.47psi 194 27-34 Tee 13.02psi 195 27-34 Tee 12.67psi 203 27-34 Tee 33.07psi 265 27-34 Tee 25.55psi 293 27-34 Tee 33.59psi 354 27-34 Tee 26.33psi 366:8 2-0 Elbow 56.09psi 400 27-34 Tee 34.12psi 366 15-6 Cross 42.19psi 375 17-84 BtrflyVly=-0.48 41.16psi 380 21-04 39.14psi 366:495 13-0 Elbow 45.06psi 417 27-34 Tee 34.08psi 481 27-34 Tee 26.88psi 485 27-34 Tee 33.97psi 548 27-34 Tee 27.19psi 549 27-34 Tee 33.89psi 612 27-34 Tee 27.40psi 615 27-34 Tee 33.86psi 678 27-34 Tee 27.49psi 679 27-34 Tee 33.85psi 751 27-34 Tee 27.52psi 366:5 -4-6 Tee 60.11psi 366:7 -4-6 Tee 60.08psi 701 25-0 K=5.6 12.93psi 20.13gpm 702 25-0 K=5.6 12.90psi 20.11gpm 703 25-0 K=5.6 12.93psi 20.14gpm 704 25-0 K=5.6 13.14psi 20.30gpm 723 25-0 K=5.6 13.82psi 20.82gpm © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:07 Page 3 Contract No.: T3.400 724 25-0 K=5.6 13.46psi 20.55gpm 745 25-0 K=5.6 13.01psi 20.20gpm 746 26-6 K=5.6 12.56psi 19.84gpm 747 26-6 K=5.6 12.59psi 19.87gpm 748 25-0 K=5.6 13.28psi 20.40gpm 767 25-0 K=5.6 13.91psi 20.89gpm 768 25-0 K=5.6 13.56psi 20.62gpm 789 25-0 K=5.6 12.51psi 19.80gpm 790 25-0 K=5.6 12.54psi 19.83gpm 791 25-0 K=5.6 12.79psi 20.03gpm 794 25-0 K=5.6 13.04psi 20.23gpm 795 25-0 K=5.6 12.71psi 19.97gpm 796 23-6 K=5.6 12.13psi 19.50gpm 366:6 -4-6 Hose 59.69psi 250.00gpm 366:1 -4-6 s,T 60.39psi 613.23gpm © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:07 Page 4 ContractNo.: T3-400 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 19.50gpm 7.24ft/sec C=120 0.1242 7-011 Pf 1.99psi 796 23-6 19.50gpm 5.6 12.13psi K=5.6 9-0 Pe 1.64psi 188 27-311 12.47psi 2E,T 16-011 Pv BL 1.7280 28.43gpm 3.89ft/sec C=120 0.0219 3-21, Pf 0.19psi 188 27-311 12.47psi 5-7N Pe 195 27-311 12.67psi Elbow 8-10 Pv BL 1.7280 48.40gpm 6.62ft/sec C=120 0.0587 6-0 Pf 0.35psi 195 27-311 12.67psi Pe 194 27-311 13.02psi 6-0 Pv BL 1.7280 68.62gpm 9.39ft/sec C=120 0.1120 150-9 Pf 20.05psi 194 27-311 13.02psi 28-2N Pe 203 27-311 33.07psi E,2T 178-11N Pv CM1 3.3140 211.13gpm 7.85ft/sec C=120 0.0376 14-0 Pf 0.53psi 203 27-311 33.07psi Pe 293 27-311 33.59psi 14-0 Pv CM1 3.3140 235.67gpm 8.77ft/sec C=120 0.0461 11-5 Pf 0.53psi 293 27-311 33.59psi Pe 400 27-311 34.12psi 11-5 Pv FM 4.3100 363.23gpm 7.99ft/sec C=120 0.0285 39-6 Pf 2.32psi 400 27-311 34.12psi Tee 41-9N Pe -2.71psi 380 21-011 39.14psi Elbow 81-311 Pv FR 4.3100 363.23gpm 7.99ft/sec C=120 0.0285 3-411 Pf 0.57psi _ 380 21-011 39.14psi 16-8N Pe -1.44psi 375 17-811 41.16psi F=-0.48 20-1 Pv FM 4.3100 363.23gpm 7.99ft/sec C=120 0.0285 2-2N Pf 0.06psi 375 17-811 41.16psi Pe -0.96psi 366 15-6 42.19psi 2-2N Pv FM 4.3100 .363.23gpm 7.99ft/sec C=120 0.0285 7-0 Pf 1.79psi 366 15-6 42.19psi Cross 55-9 Pe -1.08psi 366:495 13-0 45.06psi 2E 62-9 Pv FR 4.3100 363.23gpm 7.99ft/sec C=120 0.0285 16-5 Pf 6.26psi 366:495 13-0 45.06psi 44-511 Pe -4.77psi 366:8 2-0 56.09psi X,B=-5,E 58-31f Pv UG 6.2800 363.23gpm 3.76ft/sec C=140 0.0034 201-6 Pf 1.17psi 366:8 2-0 56.09psi 140-3 Pe -2.82psi 366:7 -4-6 60.08psi 4E,G=-0.01,T 341-9 Pv UG 8.3900 363.23gpm 2.11ft/sec C=140 0.0008 30-0 Pf 0.03psi 366:7 -4-6 60.08psi Pe 366:5 -4-6 60.11psi 30-0 Pv UG 8.3900 613.23gpm 3.56ft/sec C=140 0.0022 64-0 Pf 0.28psi 366:5 -4-6 60.11psi 62-7k Pe 366:1 -4-6 60.39psi G=-0.01,s,T 126-7N Pv DR 1.0490 19.80gpm 7.35ft/sec C=120 0.1278 2-311 Pf 0.93psi 789 25-0 19.80gpm 5.6 12.51psi K=5.6 5-0 Pe 0.99psi 179 27-311 12.44psi Tee 7-311 Pv BL 1.7280 8.93gpm 1.22ft/sec C=120 0.0026 6 -ON Pf 0.03psi 179 27-311 12.44psi 5-7k, Pe 188 27-311 12.47psi Elbow 11-81.1 Pv DR 1.0490 19.83gpm 7.36ft/sec C=120 0.1281 2-311 Pf 0.93psi 790 25-0 19.83gpm 5.6 12.54psi K=5.6 5-0 Pe 0.99psi 181 27-311 12.49psi Tee 7-311 Pv BL 1.7280 30.71gpm 4.20ft/sec C=120 0.0253 10-4 Pf 0.26psi 181 27-31s 12.49psi Pe 182 27-311 12.75psi 10-4 Pv ' ® 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 5 Contract No.: T3400 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 6 Pipe Type Diameter Flow Velocity SAC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.7280 50.73gpm 6.94ft/sec C=120 0.0641 177-34 Pf 12.80psi' 182 27-34 12.75psi 22-7 Pe 265 27-34 25.55psi 2E,T 199-104 Pv CM2 2.7030 152.10gpm 8.50ft/sec C=120 0.0553 14-0 Pf 0.77psi 265 27-34 25.55psi Pe 354 27-34 26.33psi 14-0 Pv BL 1.7280 24.54gpm 3.36ft/sec C=120 0.0167 361-64 Pf 7.27psi 354 27-34 26.33psi Tee 73-44 Pe 293 27-34 33.59psi 7E,2T 434-11 Pv DR 1.0490 19.84gpm 7.37ft/sec C=120 0.1282 0-94 Pf 0.74psi 746 26-6 19.84gpm 5.6 12.56psi K=5.6 5-0 Pe 0.34psi 95 27-34 12.95psi Tee 5-94 Pv BL 1.7280 9.52gpm 1.30ft/sec C=120 0.0029 11-34 Pf 0.03psi 95 27-34 12.95psi Pe 93 27-34 12.99psi 11-34 Pv BL 1.7280 29.72gpm 4.07ft/sec C=120 0.0238 13-0 Pf 0.58psi 93 27-34 12.99psi 11-34 Pe 135 27-34 13.57psi 2E 24-34 Pv BL 1.7280 50.34gpm 6.89ft/sec C=120 0.0631 6-0 Pf 0.38psi 135 27-34 13.57psi Pe 134 27-34 13.95psi 6-0 Pv BL 1.7280 71.23gpm 9.74ft/sec C=120 0.1200 146-3 Pf 18.91psi 134 27-34 13.95psi 11-34 Pe 104 27-34 32.85psi Tee 157-64 Pv CM1 3.3140 142.51gpm 5.30ft/sec C=120 0.0182 12-0 Pf 0.22psi 104 27-34 32.85psi Pe 203 27-34 33.07psi 12-0 Pv DR 1.0490 19.87gpm 7.38ft/sec C=120 0.1286 0-94 Pf 0.74psi 747 26-6 19.87gpm 5.6 12.59psi K=5.6 5-0 Pe 0.34psi 96 27-34 12.99psi Tee 5-94 Pv BL 1.7280 30.19gpm 4.13ft/sec C=120 0.0245 11-4 Pf 0.28psi 96 27-34 12.99psi Pe 97 27-34 13.27psi 11-4 Pv BL 1.7280 50.60gpm 6.92ft/sec C=120 0.0637 165-24 Pf 11.97psi 97 27-34 13.27psi 22-7 Pe 176 27-34 25.24psi 2E,T 187-94 Pv CM2 2.7030 101.37gpm 5.67ft/sec C=120 0.0261 12-0 Pf 0.31psi 176 27-34 25.24psi Pe 265 27-34 25.55psi 12-0 Pv DR 1.0490 19.97gpm 7.41ft/sec C=120 0.1298 2-34 Pf 0.95psi 795 25-0 19.97gpm 5.6 12.71psi K=5.6 5-0 Pe 0.99psi 195 27-34 12.67psi Tee 7-34 Pv DR 1.0490 20.03gpm 7.43ft/sec C=120 0.1305 2-34 Pf 0.95psi 791 25-0 20.03gpm 5.6 12.79psi K=5.6 5-0 Pe 0.99psi 182 27-34 12.75psi Tee 7-34 Pv DR 1.0490 20.11gpm 7.47ft/sec C=120 0.1315 2-34 Pf 0.96psi 702 25-0 20.11gpm 5.6 12.90psi K=5.6 5-0 Pe 0.99psi 9 27-34 12.87psi Tee 7-34 Pv BL 1.7280 9.78gpm 1.34ft/sec C=120 0.0030 8-94 Pf 0.03psi 9 27-34 12.87psi Pe 4 27-34 12.89psi 8-94 Pv BL 1.7280 29.92gpm 4.09ft/sec C=120 0.0241 12-6 Pf 0.57psi 4 27-34 12.89psi 11-34 Pe 51 27-34 13.47psi 2E 23-94 Pv BL 1.7280 50.46gpm 6.90ft/sec C=120 0.0634 6-0 Pf 0.38psi 51 27-34 13.47psi Pe 49 27-34 13.85psi 6-0 Pv © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 6 Contract No.: T3.400 I © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 7 Pipe Type Diameter Flow Velocity SAC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.7280 71.28gpm 9.75ft/sec C=120 0.1202 146-3 Pf 18.93psi Pe Pv 49 21 27-31/2 27-31 13.85psi 32.78psi Tee 11-31/2 157-6' CM1 3.3140 71.28gpm 2.65ft/sec C=120 0.0050 14-0 Pf 0.07psi Pe Pv 21 104 27-31/2 27-31 32.78psi 32.85psi 14-0 DR 1.0490 20.13gpm 7.47ft/sec C=120 0.1317 2-31/2 5-0 7-31 Pf 0.96psi Pe 0.99psi Pv 701 4 25-0 27-31/2 20.13gpm 5.6 12.93psi 12.89psi K=5.6 Tee DR 1.0490 20.14gpm 7.48ft/sec C=120 0.1318 2-31/2 5-0 7-31 Pf 0.96psi Pe 0.99psi Pv 703 10 25-0 27-31 20.14gpm 5.6 12.93psi 12.90psi K=5.6 Tee BL 1.7280 30.47gpm 4.17ft/sec C=120 0.0249 8-10 8-10 Pf 0.22psi Pe Pv 10 11 27-31/2 27-31/2 12.90psi 13.12psi BL 1.7280 50.77gpm 6.95ft/sec C=120 0.0642 164-81/2 22-7 187-31 Pf 12.01psi Pe Pv 11 90 27-3' 27-31 13.12psi 25.14psi 2E,T CM2 2.7030 50.77gpm 2.84ft/sec C=120 0.0073 14-0 14-0 Pf 0.l0psi Pe Pv 90 176 27-31. 27-31/2 25.14psi 25.24psi DR 1.0490 20.20gpm 7.50ft/sec C=120 0.1326 2-31/2 5-0 7-3' Pf 0.97psi Pe 0.99psi Pv 745 93 25-0 27-31/2 20.20gpm 5.6 13.01psi 12.99psi K=5.6 Tee DR 1.0490 20.23gpm 7.51ft/sec C=120 0.1329 2-31/2 5-0 7-3' Pf 0.97psi Pe 0.99psi Pv 794 194 25-0 27-31/2 20.23gpm 5.6 13.04psi 13.02psi K=5.6 Tee DR 1.0490 20.30gpm 7.54ft/sec C=120 0.1338 2-31/2 5-0 7-31/2 Pf 0.98psi Pe 0.99psi Pv 704 11 25-0 27-3' 20.30gpm 5.6 13.14psi 13.12psi K=5.6 Tee DR 1.0490 20.40gpm 7.57ft/sec C=120 0.1350 2-31/2 5-0 7-31/2 Pf 0.98psi Pe 0.99psi Pv 748 97 25-0 27-31/2 20.40gpm 5.6 13.28psi 13.27psi K=5.6 Tee DR 1.0490 20.55gpm 7.63ft/sec C=120 0.1368 2-31 5-0 7-31/2 Pf 1.00psi Pe 0.99psi Pv 724 51 25-0 27-3' 20.55gpm 5.6 13.46psi 13.47psi K=5.6 Tee DR 1.0490 20.62gpm 7.65ft/sec C=120 0.1377 2-31/2 5-0 7-31 Pf 1.00psi Pe 0.99psi Pv 768 135 25-0 27-31/2 20.62gpm 5.6 13.56psi 13.57psi K=5.6 Tee DR 1.0490 20.82gpm 7.73ft/sec C=120 0.1401 2-31 5-0 7-31/2 Pf 1.02psi Pe 0.99psi Pv 723 49 25-0 27-31 20.82gpm 5.6 13.82psi 13.85psi K=5.6 Tee DR 1.0490 20.89gpm 7.75ft/sec C=120 0.1410 2-31/2 5-0 7-31/2 Pf 1.03psi Pe 0.99psi Pv 767 134 25-0 27-31/2 20.89gpm 5.6 13.91psi 13.95psi K=5.6 Tee UG 4.2200 250.00gpm 5.73ft/sec C=120 0.0158 1-0 25-1h 26-1h Pf 0.41psi Pe Pv 366:6 366:5 -4-6 -4-6 250.00gpm 59.69psi 60.11psi Hose Tee I © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 7 ContractNo.: T3.400 © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 8 Pipe Type Diameter Flow Velocity SWC Fric. Loss Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Tot. Length BL 1.7280 26.68gpm 3.65ft/sec C=120 0.0195 346-54 22-7 369-04 Pf 7.20psi Pe Pv 481 27-34 417 27-34 26.88psi 34.08psi Tee Tee CM1 3.3140 127.56gpm 4.74ft/sec C=120 0.0148 2-7 2-7 Pf 0.04psi Pe Pv 417 27-34 400 27-34 34.08psi 34.12psi CM2 2.7030 127.56gpm 7.13ft/sec C=120 0.0399 14-0 14-0 Pf 0.56psi Pe Pv 354 27--34 481 27-34 26.33psi 26.88psi BL 1.7280 10.87gpm 1.49ft/sec C=120 0.0037 11-4 11-4 Pf 0.04psi Pe Pv 179 27-34 181 27-34 12.44psi 12.49psi BL 1.7280 10.32gpm 1.41ft/sec C=120 0.0034 10-44 10-44 Pf 0.03psi Pe Pv 95 27-34 96 27-34 12.95psi 12.99psi BL 1.7280 10.33gpm 1.41ft/sec C=120 0.0034 10-44 10-44 Pf 0.03psi Pe Pv 9 27-34 10 27-34 12.87psi 12.90psi CM1 3.3140 100.89gpm 3.75ft/sec C=120 0.0096 12-0 12-0 Pf 0.12psi Pe Pv 485 27-34 417 27-34 33.97psi 34.08psi CM1 3.3140 75.08gpm 2.79ft/sec C=120 0.0055 14-0 14-0 Pf 0.08psi Pe Pv 549 27-34 485 27-34 33.89psi 33.97psi BL 1.7280 25.81gpm 3.53ft/sec C=120 0.0184 346-54 22-7 369-04 Pf 6.77psi Pe Pv 548 27-34 485 27-34 27.19psi 33.97psi Tee Tee CM2 2.7030 75.08gpm 4.20ft/sec C=120 0.0150 14-0 14-0 Pf 0.21psi Pe Pv 548 27-34 612 27-34 27.19psi 27.40psi BL 1.7280 25.21gpm 3.45ft/sec C=120 0.0176 346-54 22-7 369-04 Pf 6.49psi Pe Pv 612 27-34 549 27-34 27.40psi 33.89psi Tee Tee CM1 3.3140 49.86gpm 1.85ft/sec C=120 0.0026 12-0 12-0 Pf 0.03psi Pe Pv 615 27-34 549 27-34 33.86psi 33.89psi CM1 3.3140 24.89gpm 0.93ft/sec C=120 0.0007 14-0 14-0 Pf 0.01psi Pe Pv 679 27-34 615 27-34 33.85psi 33.86psi CM2 2.7030 24.89gpm 1.39ft/sec C=120 0.0019 14-0 14-0 Pf 0.03psi Pe Pv 678 27-34 751 27-34 27.49psi 27.52psi BL 1.7280 24.89gpm 3.41ft/sec C=120 0.0172 346-54 22-7 369-04 Pf 6.33psi Pe Pv 751 27-34 679 27-34 27.52psi 33.85psi Tee Tee BL 1.7280 24.97gpm 3.42ft/sec C=120 0.0173 346-54 22-7 369-04 Pf 6.37psi Pe Pv 678 27-34 615 27-34 27.49psi 33.86psi Tee Tee © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 8 Contract No.: T3-400 C 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 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 2.7030 100.89gpm 5.64ft/sec C=120 0.0259 12-0 12-0 Pf 0.31psi Pe Pv 481 27-31 26.88psi 548 27-3' 27.19psi CM2 2.7030 49.86gpm 2.79ft/sec C=120 0.0070 12-0 12-0 Pf 0.08psi Pe Pv 612 27-31/2 27.40psi 678 27-31/2 27.49psi Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: ft/sec Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe C 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 9 Contract No.: T3-400 1 1 1 1 HYDRAULIC GRAPH uu 35 20 Static pressure 128.00psi 05 90 2 75 = 60 45 613.23gpm 613.23gpm with @ hose streams 60.39psi 30 15N System demand curve 3800.00gpm @ n .i ILIII111111 111111111 111111111 111111111 1_111 I l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9100 800 1200 1600 2000 2400 2800 Water flow, gpm Supply at Node 366:1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 613.23gpm @ 60.39psi System Demand with hose streams: 613.23gpm @ 60.39psi 3200 3600 20.00psi © 1997-2000, M.E.P.CAD, Inc. 09/01/00 16:43:08 Page 10 J(ftf iVAMt: L7��, H&w/ # 1 12 JOB NUMBER: T3—Y�t BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: ® LATERAL O LONGITUDINAL 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO - BE BRACED LENGTH OF PIPE TO BE BRACED SaPor "—(s HALF THE WEIGHT OF WATER FILLED PIPE / FT 6-'443 DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR Ur =200 SIZE AND TYPE OF BRACE MATERIAL: • MAXIMUM LENGTH OF BRACE: 7 1" SIZE TOTAL HORIZONTAL LOAD 0 LOAD (WEIGHT IN lbs.) P.A( y0 TYPE r • MAXIMUM HORIZONTAL LOAD: / 7 4'7 lbs. @ 3 c,O TO /../41° (CC) FROM VERTICAL -.) TYPE OF STRUCTURE TO BE FASTENED TO: S ftp j SCHEDULE 5) BRACE CONFIGURATION TYPE " A - (A, B, or C) PER TABLE 3.2.1. (d) (e) f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: T/7/ Go; $ it x - SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 20 /6— lbs. PER TABLE 3.2.1. (d) (e) © (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRAS AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 1{d YES CI NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ L17• S2, _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) 2 c / s' VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD. = lbs. x = lbs. (VERTICAL BRACE To BE SAME TYPE AND SIZE AS DIAGONAL BRACE) I HORIZONTAL Law I (TAN a► • 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: ROUNDED UP TO NEMIFST VAIDLE MAIDEN I •i ALLOWABLE LOAD PER FASTENER: x SIZE LENGTH MIN. EMBED lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED .(CALCULATED HORIZONTAL LOAD) _ . (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED IN TO NEAREST WHOLE WARIER Juts IVAMt: (�7raufl ftp! i1 T £ JOB NUMBER: T3 f BRACE DESIGNATION: -� SWAY BRACE CALCULATIONS • PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED Ad LATERAL ❑ LONGITUDINAL SCHEDULE OF PIPE TO - BE BRACED .St4Ptr Yi�rt✓ LENGTH OF PIPE TO BE BRACED G -3 HALF THE WEIGHT OF WATER FILLED PIPE / FT 2.(.7 LOAD (WEIGHT IN lbs.) DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: SIZE TYPE TOTAL HORIZONTAL LOAD P P -e, .MAXIMUM LENGTH OF BRACE: 7 • - C) - MAXIMUM HORIZONTAL LOAD: 1 17 (, i lbs. @ 3 0 0 TO Li ° (CC) FROM VERTICAL 40 SCHEDULE -i) TYPE OF STRUCTURE TO BE FASTENED TO: (J /& S �"G� I 4 e,am 5) BRACE CONFIGURATION TYPE " A " (A, B, or C) PER TABLE 3.2.1. (d) (e) (($ (g) (h) (i) (circle one) 6) TYPE OF FASTENER: Thru ( 4 f 343 " x 2 SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 900 lbs. PER TABLE 3.2.1. (d) (e) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? ❑ YES ig NO IF YES. REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ 44, Zt; _ I (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) IbS. I IIORTZOIfTK 1WI01 Ms CU 10) TYPE OF STRUCTURE TO BE FASTENED TO: 900 ROUNDED U/ TO I AMST WHOLE NUMBER 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED - / ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _. (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER • " JOB NAME: U7r fe l�'La lli %.t JOB NUMBER: T3- 43 4, BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: (3 LATERAL O1 LONGITUDINAL 2) CALCULATED LOAD: 3 SIZE OF PIPE TO BE BRACED Z //Z. SCHEDULE OF PIPE TO BE BRACED S I.fr Plaid LENGTH OF PIPE TO BE BRACED 36 -3 HALF THE WEIGHT OF WATER FILLED PIPE / FT 2.6 LOAD (WEIGHT IN lbs.) 999.23. DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r= 200 N N SIZE AND TYPE OF BRACE MATERIAL: 1 Pi P - 110 SIZE TYPE SCHEDULE TOTAL HORIZONTAL LOAD I I y 2.5* Il MAXIMUM LENGTH OF BRACE: ( MAXIMUM HORIZONTAL LOAD: 7 • O M i7(,'7 lbs• @ 3o ° TO t14 ° ° (O ) FROM VERTICAL 4) TYPE OF STRUCTURE TO BE FASTENED TO: (v i$ S f ,P_) 5) BRACE CONFIGURATION TYPE " ,B - (A, 13, or C) PER TABLE 3.2.1. (d) (e) Q) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: TH R a ao tt 3/f3 •' x 2." SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 80 0 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED. THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 0 YES 0 NO IF YES. REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) __ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: 9y.z6' _ 1 00 I HOR40fTA LOAD I .TAN CD • ROUNDED U► TO NEAREST WHOLE MIMDER lbs. x SIZE LENGTH MIN. EMBED 'ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ - (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) i OI »OED NX TO NEAREST WHOLE MIU8ER JOB NAME: i.:7n +p (J11i %! JOB NUMBER: 1.32-___A314__ BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED 3 0 LATERAL X LONGITUDINAL SCHEDULE OF PIPE TO - BE BRACED LENGTH OF PIPE TO BE BRACED 3 9'- 2. r 7 3'- 2. HALF THE WEIGHT OF WATER FILLED PIPE / FT . sg 1.35 -5 - LOAD (WEIGHT IN lbs.) TOTAL HORIZONTAL LOAD I DIA GONAL BRACE 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: 1" SIZEP` Ac yo TYPE SCHEDULE .MAXIMUM LENGTH OF BRACE: 7 • - O • MAXIMUM HORIZONTAL LOAD: / 7 G 7 lbs. @ 30`' ° TO yy a o ( a ) FROM VERTICAL -+1 TYPE OF STRUCTURE TO BE FASTENED TO: co,) C p efe- (r -i' cep Lac, /I) 5) BRACE CONFIGURATION TYPE " 4 _" (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: -� a 4/ E.c�an�Ion �n r.�r<r 3 �� x 3 ,. 2 tZ z SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 8 Zi- lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO D/AGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES ANO STENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 0 YES IDNO IF YES. REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ ICALCULATED HORIZONTAL LOAD) _ 3 7 Y. 413 _ - (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) fj 2.11 ...ow U► TO NEAREST VERTICAL BRACE WHOLE NUMBER 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x " = lbs. (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) I IO zo nM 1AAD RMI CO • 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: i I ALLOWABLE LOAD PER FASTENER: x SCE LENGTH MIN. EMBED lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ . (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) AOUNOEO UR TO NEAREST WHOLE NUMBER ( J Jtti4Amt: L��.,.► itec,(tJ-� r� JOB NUMBER: T3 _ y •� BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: ® LATERAL Cl LONGITUDINAL 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO - BE BRACED LENGTH OF PIPE TO BE BRACED SC4f. — Pk.,., I7 -(i HALF THE WEIGHT OF WATER FILLED PIPE / FT 5 .L 3 DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: .MAXIMUM LENGTH OF BRACE: 7 MAXIMUM HORIZONTAL LOAD: / 74'7 SIZE • TOTAL HORIZONTAL LOAD 0 " lbs. @ 3c, ° TO -+) TYPE OF STRUCTURE TO BE FASTENED TO: Stet-, LOAD (WEIGHT IN lbs.) 93'• o3 0 TYPE 4i/ ° (CC) FROM VERTICAL Jo,j SCHEDULE 5) BRACE CONFIGURATION TYPE " A - (A, B, or C) PER TABLE 3.2.1. (d) (e) f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: To I G(, 8 2. x 7) ALLOWABLE LOAD PER FASTENER: 2-o 16 TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRAES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? LYES Cl NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ 147. S2. _ - (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) 2 a 15 VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD. = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: SIZE LENGTH MIN. ENDED lbs. PER TABLE 3.2.1. (d) (e) ©(g) (h) (i) (circle one) 11) TYPE OF FASTENER: . = I IIONtZONTAL 1.00101 (TAN OU • 1 r1OUNOE0 UP TO NEAREST WHOLE MUMMER lbs. x SRE LENGTH MIN. EMBED - / ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (0 (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ . (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED UP TO NEAREST WHOLE NUMBER JUtf,IVAMt: (.77r"u'p fe 4 hI T £ JOB NUMBER: —� y3 BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: Aa LATERAL O LONGITUDINAL 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO - BE BRACED sups, Pin./ LENGTH OF PIPE TO BE BRACED 34 -3 HALF THE WEIGHT OF WATER FILLED PIPE / FT LOAD (WEIGHT IN lbs.) DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR 1/r=200 SIZE AND TYPE OF BRACE MATERIAL: I � SIZE .MAXIMUM LENGTH OF BRACE: MAXIMUM HORIZONTAL LOAD: 7 171,7 TOTAL HORIZONTAL LOAD 0 " PtA� TYPE lbs. @ 3 0 ° TO yy ° (CC) FROM VERTICAL -+) TYPE OF STRUCTURE TO BE FASTENED TO: (jf /8 S 1-e., / 4 aa.m 5) BRACE CONFIGURATION TYPE " A - (A, B, or C) PER TABLE 3.2.1. (d) (e) IJ (g) (h) (i) (circle one) 6) TYPE OF FASTENER: Thru j ,, t 343" x z 11 SIZE LENGTH MN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 900 lbs. PER TABLE 3.2.1. (d) (e) 11(g) (h) (i) (circle one). TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? O YES a NO IF YES; REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ q4. z6' _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) quo VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) r ,_ lbs. L EpEvioNut LOAo � ETAN OU 10) TYPE OF STRUCTURE TO BE FASTENED TO: ROUNOTO UP TO NEAREST WHOLE NUMBER 11) TYPE OF FASTENER: sac x LENGTH MIN. EMBED • ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED (CALCULATED HORIZONTAL LOAD) _• (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) AOUNOEO u► To NEAREST VNptE MAAEiER i " JOB NAME: C�7iown l��al1� %.� JOB NUMBER: T3 - y t, BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: O LATERAL W LONGITUDINAL 2) CALCULATED LOAD: 3 SIZE OF PIPE TO BE BRACED Z I/z SCHEDULE OF PIPE TO BE BRACED s(Alter 4h / LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE I FT 2,4 LOAD (WEIGHT IN lbs.) 9y. 2.s- DIAGONAL S DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r= 200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: �1 SIZE 7 D TOTAL HORIZONTAL LOAD Pi pr, TYPE MAXIMUM HORIZONTAL LOAD: i'71,17 lbs. @ 30° " TO y4° " (OL) FROM VERTICAL 4) TYPE OF STRUCTURE TO BE FASTENED TO: to 18 S fe,e( i3, fJ 5) BRACE CONFIGURATION TYPE " ,(i " (A, B, or C) PER TABLE 3.2.1. (d) (e) © (g) (h) (i) (circle one) £Io SCHEDULE 6) TYPE OF FASTENER: THRa I2 If 3/f5" x SIZE Z. I' LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 8 o o lbs. PER TABLE 3.2.1. (d) (e) e) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 0 YES 0 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ ICALCULATED HORIZONTAL LOAD) _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x lbs. (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) E HORIZONTAL LOAD I NAN CO • 10) TYPE OF STRUCTURE TO BE FASTENED TO: $OO HOUNOEO UP TO NEATEST WHOLE NUMBEll 11) TYPE OF FASTENER: x SIZE LENGTH MIN. EMBED I ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (0 (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ - (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUND(= UP TO NEANST NHOL( NUMBER • - JOB NAME: (.fin + Het.vi1�t ]—j 3: JOB NUMBER: BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: ❑ LATERAL A LONGITUDINAL 2) CALCULATED LOAD: SIZE OF PIPE TO BE SCHEDULE OF PIPE TO BRACED - BE BRACED 3 S'arr "riocsyor�✓ LENGTH OF PIPE TO BE BRACED (P- 17 3'- 2. HALF THE WEIGHT OF WATER FILLED PIPE / FT .3. C9 I. 3C5. LOAD (WEIGHT IN lbs.) DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: .MAXIMUM LENGTH OF BRACE: MAXIMUM HORIZONTAL LOAD: TOTAL HORIZONTAL LOAD I P='Ac yo TYPE SCHEDULE / 7 G 7 lbs. @ 30 ° TO L1 `i o ° (o ) FROM VERTICAL -.J TYPE OF STRUCTURE TO BE FASTENED TO: co, cr efie- L r,i+ up car,..//) 5) BRACE CONFIGURATION TYPE " A _" (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: g p art Sfon A -n r h o, s¢E x . 2 77 LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 92(1 lbs. PER TABLE 3.2.1. (d) (e) (() (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES ANO�TENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? Cl YES ID NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ 3 7 Y y� — (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) 5 Z`) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x " = lbs. (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) EMORQONTAL LOAD I (TAN CO • 10) TYPE OF STRUCTURE TO BE FASTENED TO: I ROUNDED w TO NEAREST WHOLE NUMBER 11) TYPE OF FASTENER: saE x LENGTH MIN. EMBED ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ . (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) W JUMOCO w TO NEAREST WHOLE NUMBER JlittiVAMt: L,7rr- 11-eca 111 JOB NUMBER: 13-Y3t BRACE DESIGNATION: SWAY BRACE CALCULATIONS • PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: ® LATERAL 0 LONGITUDINAL 2) CALCULATED LOAD: �.1 SIZE OF PIPE TO BE BRACED 4 SCHEDULE OF PIPE TO - BE BRACED 5CILr Pie, L./ LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT 17-4 5%441 i .. DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r =200 SIZE AND TYPE OF BRACE MATERIAL: • �., SIZE TOTAL HORIZONTAL LOAD Pi/QE TYPE .MAXIMUM LENGTH OF BRACE: 7 • - O " LOAD (WEIGHT IN lbs.) sr, en MAXIMUM HORIZONTAL LOAD: 17 4'7 lbs. @ 3 G` TO to., ° ( a ) FROM VERTICAL -+) TYPE OF STRUCTURE TO BE FASTENED TO: S f ee.I /C3o,r Joy s/ 40 SCHEDULE 5) BRACE CONFIGURATION TYPE " A - (A, B, or C) PER TABLE 3.2.1. (d) (e) 0(g) (h) (i) (circle one) 6) TYPE OF FASTENER: Tn I GI, 8 ZS x 7) ALLOWABLE LOAD PER FASTENER: 20 I6 TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRAES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? kJYES 0 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ 4f 7, S2 _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) 2 01 r VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD. = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: SIZE LENGTH MIN. EMBED lbs. PER TABLE 3.2.1. (d) (e) © (g) (h) (i) (circle one) 11) TYPE OF FASTENER: I HORIZONTAL LOAD 1 ETAN CU • l ROUNOEO UP TO NEAREST WHOLE NUMBER lbs. f - / ALLOWABLE LOAD PER FASTENER: x SIZE LENGTH MIN. EMBED lbs. PER TABLE 3.2.1. (d) (e) (0 (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = .(CALCULATED HORIZONTAL LOAD) _ • (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNOEO U► TO NEAREST WHOLE M*4EER JC)ti PIAMt: (J1 rtgA p fie 4.1 ) T JOB NUMBER: — Lir/ BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED. El LATERAL O LONGITUDINAL SCHEDULE OF PIPE TO - BE BRACED .&wptr t'io-4/ LENGTH OF PIPE TO BE BRACED 34 -3 HALF THE WEIGHT OF WATER FILLED PIPE 1 FT DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: .MAXIMUM LENGTH OF BRACE: SIZE 7 0 G LOAD (WEIGHT IN lbs.) TOTAL HORIZONTAL LOAD PIP -e. TYPE MAXIMUM HORIZONTAL LOAD: 17 1,7 lbs. @ 3 0 ° TO t,ry ° ( a ) FROM VERTICAL SCHEOOUIE -.1 TYPE OF STRUCTURE TO BE FASTENED TO: (Lf /g S / 4 dam 5) BRACE CONFIGURATION TYPE " A " (A, B, or C) PER TABLE 3.2.1. (d) (e) ({Jl (g) (h) (i) (circle one) 6) TYPE OF FASTENER: Thru 3/8 " x 2 .. SIZE LENGTH MtN. EMBED 7) ALLOWABLE LOAD PER FASTENER: 900 lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one). TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? ❑ YES iYi NO IF YES. REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) =qu.Zr I (FOR DIAGONAL COMPONENT) (ALLOWABLE OWAIL E L OAr PER (1..0 NOUPANO OP TO PNANCST — VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE)= lbs. I NonzoNrA«o�o I aAN ou 10) TYPE OF STRUCTURE TO BE FASTENED TO: WHOSE MU ER 11) TYPE OF FASTENER: S¢E x LENGTH MML EMBED •i ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (() (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ - (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) aoUNDEO UP TO NEMEST WHOLE NUMBER I - JOB NAME: U7rocp IEP�aI1 r.r • JOB NUMBER: T3- if 3 & BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED Z Cl LATERAL ip LONGITUDINAL SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT S(ye . &e.t.a 3L'-3 2.6 LOAD (WEIGHT IN lbs.) 911. 2.5" DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: • SIZE 7 •_ 0 TOTAL HORIZONTAL LOAD I I g H• t TYPE 110 SCHEDULE MAXIMUM HORIZONTAL LOAD: i 7617 lbs. @ 3o ° TO c/4° ° (Cl) FROM VERTICAL �«) TYPE OF STRUCTURE TO BE FASTENED TO: 61 18 S l -e ej ,BYE 5) BRACE CONFIGURATION TYPE " ,B " (A, 13, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: TH R a Qo l 7) ALLOWABLE LOAD PER FASTENER: B o o TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? Cl YES 0 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) = 914.16 - (FOR y,ZS(FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) 90a R011NOEO UP TO NEAREST 3/g x SIZE 2 Is LENGTH MIN. EMBED lbs. PER TABLE 3.2.1. (d) (e) 41)(g)- (h) (i) (circle one) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x •_- (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 1 HORRONTM. Law I STAN «1 • 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: %HOU NUMBER lbs. x SIZE LENGTH MIN. EMBED ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ • (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) pOUNDEO V. To NEAREST WHOLE WOMBS • JOP NAME: (-?,+.n JOB NUMBER: BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 0 LATERAL A LONGITUDINAL 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO - BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE / FT 1 (WEIG 3 SST;,- Op.,/ 3 9'- 2. .3.59 12. s.. /1E40" 004.1.f 7 3"- 2. I.3SS ___12.0 34 DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: MAXIMUM HORIZONTAL LOAD: SIZE 7 a /7 G7 -t1 TYPE OF STRUCTURE TO BE FASTENED TO: OAD HT 1�_I •• o l TOTAL HORIZONTAL LOAD PfPc TYPE lbs. @ ;gyp ° TO yy v o (CC) FROM VERTICAL Con ef- c✓./I) y0 SCHEDULE 5) BRACE CONFIGURATION TYPE " A -" (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: E � P cArAton j4n fAi rrr X 3341,. 2 %z LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: e 7 1. lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES ANO�STENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 0 YES IJ NO IF YES. REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ 3 7 y. y _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) evZ-1 VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x = lbs. (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) INORRWfTALLOAD I (TRNap • 10) TYPE OF STRUCTURE TO BE FASTENED TO: ROUNDED UP TO NEAREST WHOLE NUMBER 11) TYPE OF FASTENER: f . I ALLOWABLE LOAD PER FASTENER: x SIZE LENGTH MIN. EMBED lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ . (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNDED DP TO NEAREST WHOLE NUMBER .rulrTVAmt: C; r Ht -Ca th JOB NUMBER: 132-__' BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: ® LATERAL 0 LONGITUDINAL �.1 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED I SCHEDULE OF PIPE TO - BE BRACED 5 aPzr Ti . LENGTH OF PIPE TO BE BRACED 17-4 HALF THE WEIGHT OF WATER FILLED PIPE / FT 5' Si DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: .MAXIMUM LENGTH OF BRACE: 7 MAXIMUM HORIZONTAL LOAD: TOTAL HORIZONTAL LOAD 174.7 •+) TYPE OF STRUCTURE TO BE FASTENED TO: SIZE O LOAD (WEIGHT IN lbs.) P, pg 40 TYPE lbs. @ 3 0, ° TO yy ° (CC) FROM VERTICAL Stet. Joi•6I SCHEDULE 5) BRACE CONFIGURATION TYPE " A - (A, B, or C) PER TABLE 3.2.1. (d) (e) f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: To I Cog $ ZS x SIZE LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: ?.c, 15 lbs. PER TABLE 3.2.1. (d) (e) ©(g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED. THEN THE BRAS AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? Yd YES CI NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ 117. S2 - • (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) Z a I S' ROUNDED U► TO NEAREST VERTICAL BRACE N1D1� HUMBER 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD. = lbs. x = lbs. (VERTICAL BRACE TO BE SA7ME TYPE AND SIZE AS DIAGONAL BRACE/ I HORIZONTAL LOAD / RAN a) • 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: I f 'ALLOWABLE LOAD PER FASTENER: x SIZE LENGTH MIN. EMBED lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED _ .(CALCULATED HORIZONTAL LOAD) _ . (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) ROUNOEO Ur TO NEAREST WHOLE NUMBER . , JVtS MAIM: _Az jAt T .1.. JOB NUMBER: BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED.LOAD: SIZE OF PIPE TO BE BRACED oa LATERAL O LONGITUDINAL SCHEDULE OF PIPE TO - BE BRACED StAp C* 4D�rt✓ LENGTH OF PIPE TO BE BRACED 34"3 HALF THE WEIGHT OF WATER FILLED PIPE / FT DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: .MAXIMUM LENGTH OF BRACE: TOTAL HORIZONTAL LOAD 7 SSE 0 PFA TYPE LOAD (WEIGHT IN lbs.) MAXIMUM HORIZONTAL LOAD: 17 47 lbs. @ 3 0 o TO Lig ° ( a ) FROM VERTICAL -+) TYPE OF STRUCTURE TO BE FASTENED TO: (U Ig S 1t.Gt / £3 ya SCHEDULE 5) BRACE CONFIGURATION TYPE " A " (A, B, or C) PER TABLE 3.2.1. (d) (e) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: 711 r A, J f 3/8 " x zla SIZE LENGTH MN. EMBED 7) ALLOWABLE LOAD PER FASTENER: goo lbs. PER TABLE 3.2.1. (d) (e) (ij (g) (h) (i) (circle one). TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? Cl YES Ili NO IF YES. REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) _ Q4. tr _ I (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) quo RDUNDEO Ur TO NEAREST VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: lbs. x I HORIZONTAL LOAD 1 ITAN OO • WHOLE HAMER lbs. SCE x LENGTH MIK EMES D I ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED _ (CALCULATED HORIZONTAL LOAD) _ . (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) HOUNDED U► TO NEAREST WHOLE *MOM I • " JOB NAME:l�il'ocvn l�e,cj 4i T 2 JOB NUMBER: T3- y5, BRACE DESIGNATION: 3 • SWAY BRACE CALCULATIONS PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: O LATERAL gi LONGITUDINAL 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED SCHEDULE OF PIPE TO BE BRACED LENGTH OF PIPE TO BE BRACED HALF THE WEIGHT OF WATER FILLED PIPE I FT Z I/Z Scyer Pilzta 3 L'- 3 2. 6 DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR lir =200 SIZE AND TYPE OF BRACE MATERIAL: MAXIMUM LENGTH OF BRACE: MAXIMUM HORIZONTAL LOAD: 7 I TOTAL HORIZONTAL LOAD 176~7 SIZE 0 " LOAD (WEIGHT IN lbs.) 99. 2,5- DIAGONAL S lbs. @ 3c ° TO y4" ° (CC) FROM VERTICAL TYPE OF STRUCTURE TO BE FASTENED TO: (j /$ S feel P � SCHEDULE c ouE 5) BRACE CONFIGURATION TYPE " ,R " (A, B, or C) PER TABLE 3.2.1. (d) (e) j (g) (h) (i) (circle one) 6) TYPE OF FASTENER: TH R U Q0I T 3e, '4 x SIZE 2" LENGTH MIN. EMBED 7) ALLOWABLE LOAD PER FASTENER: S Q o lbs. PER TABLE 3.2.1. (d) (e) ( (g). (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND FASTENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 0 YES 0 NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = ICALCULATED HORIZONTAL LOAD) _ (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRAG 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: 944.zr $OC! E H011RONTAL LOAD I (TAM co • I II01/140E0 U► TO MEATIEST WHOLE HUM8ET1 lbs. x SIZE LENGTH MIN. EMBED , ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (0 (g) (h) (i) (circle one) 13) NUMBER OF FASTENERS REQUIRED = (CALCULATED HORIZONTAL LOAD) (FOR VERTICAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) 110UNDE0 Ur TO NEAREST WHOLE MUUOER - JOB NAME: %c,./Q f o&,111 7 , JOB NUMBER: BRACE DESIGNATION: SWAY BRACE CALCULATIONS - PER FACTORY MUTUAL LOSS PREVENTION DATA SHEET 2-8 (AUGUST 1996) 1) TYPE OF BRACE: 2) CALCULATED LOAD: SIZE OF PIPE TO BE BRACED 3 0 LATERAL A LONGITUDINAL SCHEDULE OF PIPE TO - BE BRACED SLA !I P/C'S s,7,1 4- LENGTH OF PIPE TO BE BRACED 39'-z 17 3- z HALF THE WEIGHT OF WATER FILLED PIPE / FT .3. s9 I.3Ss- LOAD (WEIGHT IN lbs.) / / • 01 DIAGONAL BRACE 3) PER TABLE 3.2.1.(b) FOR I/r=200 SIZE AND TYPE OF BRACE MATERIAL: TOTAL HORIZONTAL LOAD II 3 7Y• Y2S' I" P; Ac yo. SIZE TYPE SCHEDULE MAXIMUM LENGTH OF BRACE: 7 • - " MAXIMUM HORIZONTAL LOAD: / 7 G7 lbs. @ o TO Li y a ° (0 ) FROM VERTICAL -+) TYPE OF STRUCTURE TO BE FASTENED TO: Coq Cr efie. ( T,11- up Lau./l) 5) BRACE CONFIGURATION TYPE " A _" (A, B, or C) PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) 6) TYPE OF FASTENER: E p(rlSiCe) n Oh or. 3A" x 3 341 _ 2 /z SIZE LENGTH MIN, EMBED 7) ALLOWABLE LOAD PER FASTENER: 8 2- " lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (i) (circle one) TWO DIAGONAL BRACES IF TWO OPPOSING DIAGONAL COMPONENTS ARE USED, THEN THE BRACES AND TENERS MUST BE ABLE TO RESIST ONE HALF THE CALCULATED HORIZONTAL LOAD. IS THIS OPTION BEING USED? 0 YES IDN NO IF YES, REDUCE CALCULATED LOAD BY HALF. 8) NUMBER OF FASTENERS REQUIRED = ICALCULATED HORIZONTAL LOAD) _ 3'7 41.16 _ - (FOR DIAGONAL COMPONENT) (ALLOWABLE LOAD PER FASTENER) B L9 VERTICAL BRACE 9) VERTICAL LOAD CALCULATION: VERTICAL LOAD = lbs. x = lbs. (VERTICAL BRACE TO BE SAME TYPE AND SIZE AS DIAGONAL BRACE) I 'SOUNDED VP TO NEAREST WHOLE NUMBER 10) TYPE OF STRUCTURE TO BE FASTENED TO: 11) TYPE OF FASTENER: I HORIZONTAL LOAD I "TAN Dy f I ALLOWABLE LOAD PER FASTENER: lbs. PER TABLE 3.2.1. (d) (e) (f) (g) (h) (I) (circle one) 13) NUMBER OF FASTENERS REQUIRED (CALCULATED HORIZONTAL LOAD) _ - _ (FOR VERTICAL COMPONENT) x SIZE LENGTH MIN. EMBED (ALLOWABLE LOAD PER FASTENER) FOUNOEO Uv TO NEAREST WHOLE NUMBER Ii 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 TI JOB NO. T3-436 DATE 12-4-00 ADDRESS 1241 EAST MARGINAL WAY SOUTH BY W. DRAKE TUKWILA, WA 98168 SYSTEM DESIGNATION: BUILDING A HAZARD DESCRIPTION: OFFICE HAZARD CLASS PER NFPA 13: ORDINARY GROUP 1 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 OVER 1,500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 250 GPM OUTSIDE HOSE GPM IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET ADDED AT: BASE OF RISER "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: CENTRAL MODEL: F1FR K -FACTOR: 5.6 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 975 "C" FACTOR UNDERGROUND : 140 SQUARE FEET 130 TEMPERATURE: 155 ° F ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 128 PSI RESIDUAL 20 PSI FLOW 3800 GPM ELEVATION OF TEST: AT SITE DATE OF TEST: DATA PROVIDED BY: MARK PARSONS OF WATER DISTRICT #125. LOCATION OF TEST: WATER MODEL AT SITE BASE OF RISER DEMAND 810.37 GPM REQUIRED AT 85.31 PSI (INCLUDING 250 GPM FOR HOSE STREAMS) SUMMARY 810.37 GPM REQUIRED AT 89.08 PSI AT CONNECTION TO CITY (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP VS . i . 5F5 SMITH FIRE SYSTEMS, INC. 18 WATER SUPPY DATA STATIC RESIDUAL FLOWING 128 20 3800 PSI PSI GPM JOB NAME GROUP HEALTH TI ADDRESS JOB NO. SYSTEM/AREA 1241 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 T3-436 SECOND FLOOR SYSTEM DEMAND @ BASE OF RISER 810.37 GPM AT 85.31 PSI ( INCLUDES 250 GPM FOR HOSE STREAMS ) SYSTEM DEMAND @ CITY CONNECTION 810.37 GPM AT 89.09 PSI ( INCLUDES 0 GPM FOR HOSE STREAMS ) SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 810.4 GPM 121.81 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 200 29.25 19.50 5.62 27.09 201 29.20 19.50 5.62 27.00 202 30.42 19.50 5.62 29.30 203 30.40 19.50 5.62 29.26 204 29.77 19.50 5.62 28.05 205 29.75 19.50 5.62 28.02 206 29.80 19.50 5.62 28.12 207 29.78 19.50 5.62 28.07 208 20.62 19.50 5.62 13.47 209 20.51 19.50 5.62 13.32 210 21.47 19.50 5.62 14.60 211 19.50 19.50 5.62 12.04 212 21.55 19.50 5.62 14.70 213 19.79 19.50 5.62 12.40 214 23.97 19.50 5.62 18.18 215 25.40 19.50 5.62 20.42 216 25.26 19.50 5.62 20.21 217 27.37 19.50 5.62 23.72 218 25.45 19.50 5.62 20.51 238 25.36 19.50 5.62 20.36 239 23.31 19.50 5.62 17.20 240 22.44 19.50 5.62 15.94 12-04-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C TOTAL WATER REQUIRED FOR SYSTEM 560.37 GPM OUTFLOWS AT 3 250.00 GPM TOTAL WATER REQUIREMENT 810.37 GPM PRESSURE REQUIRED AT 0 89.08 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 1 TO 2 19.74 FPS 12-04-2000 PAGE 2 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 111 211 1.049 L 2.25 C=120 PT 12.04 (211) Q 19.50 F=0 F 0.00 PE -0.97 BN T 2.25 0.1242 PF 0.28 61 111 1.049 L 10.50 C=120 PT 11.35 (111) Q 19.50 F=T,3E F 11.00 PE 0.00 BN T 21.50 0.1242 PF 2.67 PT 14.02 ( 61) 59 240 1.049 L 2.25 C=120 PT 15.94 (240) Q 22.44 F=0 F 0.00 PE -0.97 BN T 2.25 0.1610 PF 0.36 PT 15.33 ( 59) 58 239 1.049 L 2.25 C=120 PT 17.20 (239) Q 23.31 F=0 F 0.00 PE -0.97 BN T 2.25 0.1727 PF 0.39 PT 16.62 ( 58) 138 238 1.049 L 2.25 C=120 PT 20.36 (238) Q 25.36 F=0 F 0.00 PE -0.97 BN T 2.25 0.2019 PF 0.45 64 138 1.049 L 5.50 C=120 PT 19.84 (138) Q 25.36 F=T,E F 7.00 PE 0.00 BN T 12.50 0.2019 PF 2.52 PT 22.36 ( 64) 118 218 1.049 L 2.25 C=120 PT 20.51 (218) Q 25.45 F=0 F 0.00 PE -0.97 BN T 2.25 0.2033 PF 0.46 65 118 1.049 L 4.00 C=120 PT 20.00 (118) Q 25.45 F=T,2E F 9.00 PE 0.00 BN T 13.00 0.2033 PF 2.64 PT 22.64 ( 65) 117 217 1.049 L 2.25 C=120 PT 23.72 (217) Q 27.37 F=0 F 0.00 PE -0.97 BN T 2.25 0.2326 PF 0.52 PT 23.27 (117) 116 216 1.049 L 2.25 C=120 PT 20.21 (216) Q 25.26 F=0 F 0.00 PE -0.97 BN T 2.25 0.2005 PF 0.45 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 115 116 1.728 L 12.50 C=120 PT 19.69 (116) Q 25.26 F=0 F 0.00 PE 0.00 BN T 12.50 0.0176 PF 0.22 PT 19.91 (115) 115 215 1.049 L 2.25 C=120 PT 20.42 (215) Q 25.40 F=0 F 0.00 PE -0.97 BN T 2.25 0.2025 PF 0.46 66 115DQ 25.26 1.728 L 5.50 C=120 PT 19.91 (115) Q 50.66 F=0 F 0.00 PE 0.00 BN T 5.50 0.0639 PF 0.35 PT 20.26 ( 66) 114 214 1.049 L 2.25 C=120 PT 18.18 (214) Q 23.97 F=0 F 0.00 PE -0.97 BN T 2.25 0.1818 PF 0.41 66 114 1.049 L 4.50 C=120 PT 17.62 (114) Q 23.97 F=2T F 10.00 PE 0.00 BN T 14.50 0.1818 PF 2.64 63 66DQ 50.66 1.728 L 5.25 C=120 PT 20.26 ( 66) Q 74.63 F=T,E F 18.00 PE 0.00 BN T 23.25 0.1308 PF 3.04 PT 23.30 ( 63) 113 213 1.049 L 2.25 C=120 PT 12.40 (213) Q 19.79 F=0 F 0.00 PE -0.97 BN T 2.25 0.1276 PF 0.29 62 113 1.049 L 10.50 C=120 PT 11.72 (113) Q 19.79 F=T,3E F 11.00 PE 0.00 BN T 21.50 0.1276 PF 2.74 PT 14.46 ( 62) 112 212 Q 21.55 1.049 L 2.25 C=120 PT 14.70 (212) F=0 F 0.00 PE -0.97 BN T 2.25 0.1494 PF 0.34 PT 14.07 (112) 110 210 1.049 L 2.25 C=120 PT 14.60 (210) Q 21.47 F=0 F 0.00 PE -0.97 BN T 2.25 0.1484 PF 0.33 PT 13.96 (110) SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 109 209 1.049 L 2.25 C=120 PT 13.32 (209) Q 20.51 F=0 F 0.00 PE -0.97 BN T 2.25 0.1363 PF 0.31 108 109 1.728 L 12.50 C=120 PT 12.66 (109) Q 20.51 F=0 F 0.00 PE 0.00 BN T 12.50 0.0120 PF 0.15 PT 12.81 (108) 108 208 1.049 L 2.25 0=120 PT 13.47 (208) Q 20.62 F=0 F 0.00 PE -0.97 BN T 2.25 0.1377 PF 0.31 60 108DQ 20.51 1.728 L 8.75 0=120 PT 12.81 (108) Q 41.13 F=T,E F 18.00 PE 0.00 BN T 26.75 0.0435 PF 1.16 PT 13.97 ( 60) 107 207 1.049 L 2.25 0=120 PT 28.07 (207) Q 29.78 F=0 F 0.00 PE -0.97 BN T 2.25 0.2718 PF 0.61 56 107 1.049 L 3.25 0=120 PT 27.71 (107) Q 29.78 F=T,E F 7.00 PE 0.00 BN T 10.25 0.2718 PF 2.79 PT 30.50 ( 56) 106 206 1.049 L 2.25 0=120 PT 28.12 (206) Q 29.80 F=0 F 0.00 PE -0.97 BN T 2.25 0.2721 PF 0.61 54 106 1.049 L 3.75 C=120 PT 27.76 (106) Q 29.80 F=T,E F 7.00 PE 0.00 BN T 10.75 0.2721 PF 2.93 PT 10.69 ( 54) 105 205 1.049 L 2.25 0=120 PT 28.02 (205) Q 29.75 F=0 F 0.00 PE -0.97 BN T 2.25 0.2713 PF 0.61 57 105 1.049 L 3.50 0=120 PT 27.66 (105) Q 29.75 F=T,E F 7.00 PE 0.00 BN T 10.50 0.2713 PF 2.85 PT 30.51 ( 57) SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 104 204 1.049 L 2.25 C=120 PT 28.05 (204) Q 29.77 F=0 F 0.00 PE -0.97 BN T 2.25 0.2716 PF 0.61 55 104 1.049 L 3.50 C=120 PT 27.69 (104) Q 29.77 F=T,E F 7.00 PE 0.00 BN T 10.50 0.2716 PF 2.85 PT 30.54 ( 55) 103 203 1.049 L 2.25 C=120 PT 29.26 (203) Q 30.40 F=0 F 0.00 PE -0.97 BN T 2.25 0.2823 PF 0.64 52 103 1.049 L 3.50 C=120 PT 28.93 (103) Q 30.40 F=2/0 F 2.00 PE 0.00 BN T 5.50 0.2823 PF 1.55 PT 30.48 ( 52) 102 202 1.049 L 2.25 C=120 PT 29.30 (202) Q 30.42 F=0 F 0.00 PE -0.97 BN T 2.25 0.2828 PF 0.64 51 102 1.049 L 3.50 C=120 PT 28.97 (102) Q 30.42 F=2/0 F 2.00 PE 0.00 BN T 5.50 0.2828 PF 1.56 PT 30.53 ( 51) 101 201 1.049 L 2.25 C=120 PT 27.00 (201) Q 29.20 F=0 F 0.00 PE -0.97 BN T 2.25 0.2621 PF 0.59 53 101 1.049 L 4.75 C=120 PT 26.62 (101) Q 29.20 F=2T F 10.00 PE 0.00 BN T 14.75 0.2621 PF 3.87 PT 30.49 ( 53) 100 200 1.049 L 2.25 C=120 PT 27.09 (200) Q 29.25 F=0 F 0.00 PE -0.97 BN T 2.25 0.2629 PF 0.59 50 100 1.049 L 4.75 C=120 PT 26.71 (100) Q 29.25 F=2T F 10.00 PE 0.00 BN T 14.75 0.2629 PF 3.88 PT 30.59 ( 50) SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 64 117 1.728 L 6.25 C=120 PT 23.27 (117) Q 8.26 F=2E,T F 24.00 PE -0.97 BL T 30.25 0.0022 PF 0.07 65 64DQ 25.36 1.728 L 9.00 C=120 PT 22.37 ( 64) Q 33.62 F=0 F 0.00 PE 0.00 BL T 9.00 0.0299 PF 0.27 128 65DQ 25.45 1.728 L 29.25 C=120 PT 22.64 ( 65) Q 59.07 F=3E,T F 30.00 PE 0.97 BL T 59.25 0.0849 PF 5.03 129 128 1.728 L 8.00 C=120 PT 28.64 (128) Q 59.07 F=0 F 0.00 PE 0.00 BL T 8.00 0.0849 PF 0.68 130 129 1.728 L 8.00 C=120 PT 29.32 (129) Q 59.07 F=0 F 0.00 PE 0.00 BL T 8.00 0.0849 PF 0.68 131 130 1.728 L 8.00 C=120 PT 30.00 (130) Q 59.07 F=0 F 0.00 PE 0.00 BL T 8.00 0.0849 PF 0.68 132 131 1.728 L 8.00 C=120 PT 30.68 (131) Q • 59.07 F=0 F 0.00 PE 0.00 BL T 8.00 0.0849 PF 0.68 18 132 1.728 L 82.00 C=120 PT 31.36 (132) Q 59.07 F=T F 12.00 PE 0.00 BL T 94.00 0.0849 PF 7.98 19 18DQ 167.70 2.703 L 13.50 C=120 PT 39.34 ( 18) Q 226.77 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.1157 PF -1.56 20 19DQ -41.46 2.703 L 12.00 C=120 PT 40.90 ( 19) Q 185.30 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.0796 PF 0.96 21 20DQ -47.41 2.703 L 14.00 C=120 PT 41.86 ( 20) Q 137.90 F=0 F 0.00 PE 0.00 CM2 T 14.00 0.0461 PF 0.65 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To. GPM IN Devices Ft PSI/Ft PSI 22 21DQ -46.31 2.703 L 12.00 C=120 PT 42.51 ( 21) Q 91.58 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.0216 PF 0.26 23 22DQ -45.86 2.703 L 14.00 C=120 PT 42.77 ( 22) Q 45.72 F=0 F 0.00 PE 0.00 CM2 T 14.00 0.0060 PF 0.08 13 23 1.728 L 346.00 C=120 PT 42.85 ( 23) Q 45.72 F=2T F 24.00 PE 0.00 BL T 370.00 0.0528 PF 19.54 12 13 3.314 L 14.00 C=120 PT 62.39 ( 13) Q 45.72 F=0 F 0.00 PE 0.00 CM T 14.00 0.0022 PF 0.03 PT 62.42 ( 12) 61 110 1.728 L 7.50 C=120 PT 13.96 (110) Q 15.64 F=0 F 0.00 PE 0.00 BL T 7.50 0.0073 PF 0.05 112 61DQ 19.50 1.728 L 1.50 C=120 PT 14.01 ( 61) Q 35.14 F=0 F 0.00 PE 0.00 BL T 1.50 0.0325 PF 0.05 62 112DQ 21.55 1.728 L 5.00 C=120 PT 14.06 (112) Q 56.68 F=0 F 0.00 PE 0.00 BL T 5.00 0.0787 PF 0.39 133 62DQ 19.79 1.728 L 25.00 C=120 PT 14.45 ( 62) Q 76.47 F=4E F 24.00 PE 0.00 BL T 49.00 0.1369 PF 6.71 134 133 1.728 L 8.00 C=120 PT 21.16 (133) Q 76.47 F=0 F 0.00 PE 0.00 BL T 8.00 0.1369 PF X1.10 135 134 1.728 L 8.00 C=120 PT 22.26 (134) Q 76.47 F=0 F 0.00 PE 0.00 BL T 8.00 0.1369 PF 1.10 136 135 1.728 L 8.00 C=120 PT 23.36 (135) Q 76.47 F=0 F 0.00 PE 0.00 BL T 8.00 0.1369 PF 1.10 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 137 136 1.728 L 8.00 C=120 PT 24.46 (136) Q 76.47 F=0 F 0.00 PE 0.00 BL T 8.00 0.1369 PF 1.10 17 137 1.728 L 82.00 C=120 PT 25.56 (137) Q 76.47 F=T F 12.00 PE 0.00 BL T 94.00 0.1369 PF 12.87 18 17DQ 91.22 2.703 L 14.00 C=120 PT 38.43 ( 17) Q 167.70 F=0 F 0.00 PE 0.00 CM2 T 14.00 0.0662 PF 0.93 PT 39.36 ( 18) 57 56 1.728 L 1.00 C=120 PT 30.50 ( 56) Q 16.97 F=0 F 0.00 PE 0.00 BL T 1.00 0.0084 PF 0.01 16 57DQ 29.75 1.728 L 139.00 C=120 PT 30.51 ( 57) Q 46.72 F=0 F 0.00 PE 0.00 BL T 139.00 0.0550 PF 7.64 17 16DQ 44.51 2.703 L 12.00 C=120 PT 38.15 ( 16) Q 91.22 F=0 F 0.00 PE 0.00 CM2 T 12.00 0.0215 PF 0.26 PT 38.41 ( 17) 53 52 1.728 L 1.25 C=120 PT 30.47 ( 52) Q 15.31 F=0 F 0.00 PE 0.00 BL T 1.25 0.0070 PF 0.01 15 53DQ 29.20 1.728 L 139.00 C=120 PT 30.48 ( 53) Q 44.51 F=T F 12.00 PE 0.00 BL T 151.00 0.0503 PF 7.60 16 15 2.703 L 14.00 C=120 PT 38.08 ( 15) Q 44.51 F=0 F 0.00 PE -0.00 CM2 T 14.00 0.0057 PF 0.08 PT 38.16 ( 16) 51 52 1.728 L 7.75 C=120 PT 30.47 ( 52) Q 15.09 F=0 F 0.00 PE 0.00 BL T 7.75 0.0068 PF 0.05 50 51DQ 30.42 1.728 L 1.25 C=120 PT 30.52 ( 51) Q 45.51 F=0 F 0.00 PE 0.00 BL T 1.25 0.0524 PF 0.07 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft • PSI/Ft PSI 8 50DQ 29.25 1.728 L 208.50 C=120 PT 30.59 ( 50) Q 74.77 F=4E F 24.00 PE 0.00 BL T 232.50 0.1313 PF 30.53 7 8 3.314 L 14.00 C=120 PT 61.12 ( 8) Q 74.77 F=0 F 0.00 PE 0.00 CM T 14.00 0.0055 PF 0.08 PT 61.20 ( 7) 55 56 1.728 L 9.00 C=120 PT 30.50 ( 56) Q 12.81 F=0 F 0.00 PE 0.00 BL T 9.00 0.0050 PF 0.04 54 55DQ 29.77 1.728 L 3.00 C=120 PT 30.54 ( 55) Q 42.58 F=0 F 0.00 PE 0.00 BL T 3.00 0.0463 PF 0.14 7 54DQ 29.80 1.728 L 210.75 C=120 PT 30.68 ( 54) Q 72.38 F=T,4E F 36.00 PE 0.00 BL T 246.75 0.1236 PF 30.50 6 7DQ 74.77 3.314 L 12.00 C=120 PT 61.18 ( 7) Q 147.14 F=0 F 0.00 PE 0.00 CM T 12.00 0.0193 PF 0.23 PT 61.41 ( 6) 60 110 1.728 L 3.25 C=120 PT 13.96 (110) Q 5.84 F=0 F 0.00 PE 0.00 BL T 3.25 0.0012 PF 0.00 59 60DQ 41.13 1.728 L 12.50 C=120 PT 13.96 ( 60) Q 46.97 F=2E F 12.00 PE 0.00 BL T 24.50 0.0556 PF 1.36 58 59DQ 22.44 1.728 L 11.25 C=120 PT 15.32 ( 59) Q 69.41 F=0 F 0.00 PE -0.00 BL T 11.25 0.1144 PF 1.29 58DQ 23.31 1.728 L 187.25 C=120 PT 16.61 ( 58) Q 92.71 F=2T,3E F 42.00 PE 0.00 BL T 229.25 0.1954 PF 44.80 5 6DQ 147.14 3.314 L 14.00 C=120 PT 61.41 ( 6) Q 239.86 F=0 F 0.00 PE 0.00 CM T 14.00 0.0476 PF 0.67 PT 62.08 ( 5) SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 11 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 63 117 1.728 L 2.25 C=120 PT 23.27 (117) Q 19.12 F=0 F 0.00 PE 0.00 BL T 2.25 0.0105 PF 0.02 24 63DQ 74.63 1.728 L 91.50 C=120 PT 23.29 ( 63) Q 93.74 F=8E F 48.00 PE 0.00 BL T 139.50 0.1995 PF 27.83 PT 51.12 ( 24) 73 19 1.728 L 80.25 C=120 PT 40.90 ( 19) Q 41.46 F=0 F 0.00 PE 0.00 BL T 80.25 0.0441 PF 3.54 126 73 1.728 L 2.00 C=120 PT 44.44 ( 73) Q 41.46 F=0 F 0.00 PE 0.00 BL T 2.00 0.0441 PF 0.09 125 126 1.728 L 8.00 C=120 PT 44.53 (126) Q 41.46 F=0 F 0.00 PE 0.00 BL T 8.00 0.0441 PF 0.35 72 125 1.728 L 2.00 C=120 PT 44.88 (125) Q 41.46 F=0 F 0.00 PE 0.00 BL T 2.00 0.0441 PF 0.09 123 72 1.728 L 6.00 C=120 PT 44.97 ( 72) Q 41.46 F=0 F 0.00 PE 0.00 BL T 6.00 0.0441 PF 0.26 71 123 1.728 L 2.00 C=120 PT 45.23 (123) Q 41.46 F=0 F 0.00 PE 0.00 BL T 2.00 0.0441 PF 0.09 121 71 1.728 L 6.00 C=120 PT 45.32 ( 71) Q 41.46 F=0 F 0.00 PE "0.00 BL T 6.00 0.0441 PF 0.26 70 121 1.728 L 6.00 C=120 PT 45.58 (121) Q 41.46 F=0 F 0.00 PE 0.00 BL T 6.00 0.0441 PF 0.26 119 70 1.728 L 4.00 C=120 PT 45.84 ( 70) Q 41.46 F=0 F 0.00 PE 0.00 BL T 4.00 0.0441 PF 0.18 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C Location Flow Pipe in Size From To GPM IN 14 119 1.728 Q 41.46 BL 12 22 1.728 BL 11 12DQ 45.72 3.314 Q 91.58 Q 45.86 CM 11 21 1.728 BL 10 11DQ 91.58 3.314 Q 137.90 Q 46.31 10 20 Q 47.41 CM 1.728 BL 9 10DQ 137.90 3.314 Q 185.30 14 24 Q 36.20 CM 1.728 BL 9 14DQ 41.46 1.728 Q 77.66 BL 4 9DQ 185.30 3.314 Q 262.96 CM Fittings Devices F=4E 12-04-2000 PAGE 12 Equiv Friction Length Loss Ft PSI/Ft L 194.25 C=120 PT F 24.00 PE T 218.25 0.0441 PF PT L 346.00 C=120 PT F=2T F 24.00 PE T 370.00 0.0532 PF L 12.00 C=120 PT F=0 F 0.00 PE T 12.00 0.0080 PF PT L 346.00 C=120 PT F=2T F 24.00 PE T 370.00 0.0541 PF L 14.00 C=120 PT F=0 F 0.00 PE T 14.00 0.0171 PF PT L 346.00 C=120 PT F=2T F 24.00 PE T 370.00 0.0565 PF L 12.00 C=120 PT F=0 F 0.00 PE T 12.00 0.0295 PF PT F=2T,2E F=T F=T L 96.00 C=120 PT F 36.00 PE T 132.00 0.0343 PF L 41.00 C=120 PT F 12.00 PE T 53.00 0.1408 PF L 2.00 C=120 PT F 23.00 PE T 25.00 0.0564 PF PT Pressure Summary PSI 46.02 (119) 0.00 9.62 55.64 ( 14) 42.76 ( 22) 0.00 19.68 62.44 ( 12) 0.00 0.10 62.54 ( 11) 42.50 ( 21) 0.00 20.02 62.52 ( 11) 0.00 0.24 62.76 ( 10) 41.85 ( 20) 0.00 20.90 62.75 ( 10) 0.00 0.35 63.10 ( 9) 51.12 ( 24) 0.00 4.53 55.65 ( 14) 0.00 7.46 63.11 0.00 1.41 64.52 ( 4) ( 9) SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR MOST REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 13 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 5 24 1.728 L 123.50 C=120 PT 51.12 ( 24) Q 57.55 F=T F 12.00 PE 0.00 BL T 135.50 0.0809 PF 10.96 4 5DQ 239.86 3.314 Q 297.40 CM 3 4DQ 262.96 4.310 Q 560.37 FM 2 3DQ 250.00 4.095 Q 810.37 UN 1 2 4.095 Q 810.37 UN 0 1 6.155 Q 810.37 UN L 11.50 C=120 PT 62.08 F=T F 23.00 PE 0.00 T 34.50 0.0708 PF 2.44 ( 5) L 45.25 C=120 PT 64.52 ( 4 F=T F 29.00 PE 7.26 T 74.25 0.0636 PF 4.72 L 0.00 C=140 PT 76.50 ( 3) F=0 F 0.00 PE 4.31 T 0.00 0.1214 PF 0.00 L 4.50 C=140 PT 80.81 ( 2) F=E F 9.00 PE 0.00 T 13.50 0.1214 PF 1.64 L 289.50 C=140 PT 82.45 ( 1) F=GV,5E F 69.00 PE 0.65 T 358.50 0.0167 PF 5.99 PT 89.09 ( 0) SMITH FIRE SYSTEMS, INC. JOB NO. T3-436 LEVEL 2 (2nd REMOTE AREA) BUILDING A WET SYSTEM AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 711.12 GPM AT 78.32 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR SECOND REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 711.1 GPM 123.14 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 219 21.75 19.50 5.62 14.98 220 19.68 19.50 5.62 12.26 221 21.37 19.50 5.62 14.45 222 19.50 19.50 5.62 12.04 223 21.33 19.50 5.62 14.41 224 19.57 19.50 5.62 12.12 225 21.48 19.50 5.62 14.61 226 22.07 19.50 5.62 15.42 227 20.41 19.50 5.62 13.19 228 27.40 19.50 5.62 23.77 229 27.26 19.50 5.62 23.53 230 27.25 19.50 5.62 23.51 231 27.30 19.50 5.62 23.60 232 27.55 19.50 5.62 24.04 233 27.49 19.50 5.62 23.93 234 27.35 19.50 5.62 23.68 235 27.34 19.50 5.62 23.66 236 27.38 19.50 5.62 23.74 237 27.63 19.50 5.62 24.17 TOTAL WATER REQUIRED FOR SYSTEM 461.12 GPM OUTFLOWS AT 3 250.00 GPM TOTAL WATER REQUIREMENT 711.12 GPM PRESSURE REQUIRED AT 0 78.06 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 1 TO 2 17.32 FPS 12-04-2000 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR SECOND REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 122 222 19.50 2.25 0.0 1.049 BN 0.124 -0.97 11.35 12.04 71 122 19.50 7.50 12.0 1.049 BN 0.124 0.00 13.77 11.35 137 237 27.63 2.25 0.0 1.049 BN 0.237 -0.97 23.73 24.17 136 236 27.38 2.25 0.0 1.049 BN 0.233 -0.97 23.29 23.74 135 235 27.34 2.25 0.0 1.049 BN 0.232 -0.97 23.21 23.66 134 234 27.35 2.25 0.0 1.049 BN 0.232 -0.97 23.23 23.68 133 233 27.49 2.25 0.0 1.049 BN 0.235 -0.97 23.49 23.93 132 232 27.55 2.25 0.0 1.049 BN 0.235 -0.97 23.60 24.04 131 231 27.30 2.25 0.0 1.049 BN 0.231 -0.97 23.15 23.60 130 230 27.25 2.25 0.0 1.049 BN 0.231 -0.97 23.06 23.51 129 229 27.26 2.25 0.0 1.049 BN 0.231 -0.97 23.08 23.53 128 228 27.40 2.25 0.0 1.049 BN 0.233 -0.97 23.32 23.77 127 227 20.41 2.25 0.0 1.049 BN 0.135 -0.97 12.52 13.19 73 127 20.41 7.50 12.0 1.049 BN 0.135 0.00 15.15 12.52 126 226 22.07 2.25 0.0 1.049 BN 0.156 -0.97 14.80 15.42 125 225 21.48 2.25 0.0 1.049 BN 0.148 -0.97 13.97 14.61 124 224 19.57 2.25 0.0 1.049 BN 0.125 -0.97 11.43 12.12 72 124 19.57 7.50 12.0 1.049 BN 0.125 0.00 13.87 11.43 123 223 21.33 2.25 0.0 1.049 BN 0.147 -0.97 13.77 14.41 121 221 21.37 2.25 0.0 1.049 BN 0.147 -0.97 13.81 14.45 120 220 19.68 2.25 0.0 1.049 BN 0.126 -0.97 11.57 12.26 70 120 19.68 7.50 12.0 1.049 BN 0.126 0.00 14.03 11.57 119 219 21.75 2.25 0.0 1.049 BN 0.152 -0.97 14.35 14.98 123 71 3.43 2.00 0.0 1.728 BL 0.000 0.00 13.76 13.76 72 123 24.76 6.00 0.0 1.728 BL 0.017 0.00 13.86 13.76 125 72 44.33 2.00 0.0 1.728 BL 0.050 0.00 13.96 13.86 126 125 65.81 8.00 0.0 1.728 BL 0.104 0.00 14.79 13.96 73 126 87.88 2.00 0.0 1.728 BL 0.177 0.00 15.14 14.79 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR SECOND REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C FROM TO FLOW LENGTH FITTING DIAM TYPE 19 73 108.29 80.25 0.0 1.728 BL 20 19 171.00 12.00 0.0 2.703 CM2 21 20 127.25 14.00 0.0 2.703 CM2 22 21 84.51 12.00 0.0 2.703 CM2 23 22 42.19 14.00 0.0 2.703 CM2 13 23 42.19 346.00 24.0 1.728 BL 12 13 42.19 14.00 0.0 3.314 CM 131 130 19.84 8.00 0.0 1.728 BL 132 131 47.14 8.00 0.0 1.728 BL 18 132 74.69 82.00 12.0 1.728 BL 19 18 62.71 13.50 0.0 2.703 CM2 17 18 11.99 14.00 0.0 2.703 CM2 136 135 19.26 8.00 0.0 137 136 46.64 8.00 0.0 17 137 74.27 82.00 12.0 16 17 86.26 12.00 0.0 15 16 43.21 14.00 0.0 53 15 43.21 139.00 12.0 52 53 43.21 1.25 0.0 51 52 43.21 7.75 0.0 50 51 43.21 1.25 0.0 8 50 43.21 208.50 24.0 7 8 43.21 14.00 0.0 57 16 43.05 139.00 0.0 56 57 43.05 1.00 0.0 55 56 43.05 9.00 0.0 54 55 43.05 3.00 0.0 7 54 43.05 210.75 36.0 6 7 86.26 12.00 0.0 134 135 8.08 8.00 0.0 133 134 35.42 8.00 0.0 62 133 62.92 25.00 24.0 112 62 62.92 5.00 0.0 61 112 62.92 1.50 0.0 110 61 62.92 7.50 0.0 60 110 62.92 3.25 0.0 59 60 62.92 12.50 12.0 58 59 62.92 11.25 0.0 6 58 62.92 187.25 42.0 5 6 149.18 14.00 0.0 1.728 1.728 1.728 2.703 2.703 1.728 1.728 1.728 1.728 1.728 3.314 BL BL BL CM2 CM2 BL BL BL BL BL CM 1.728 BL 1.728 BL 1.728 BL 1.728 BL 1.728 BL 3.314 CM 1.728 1.728 1.728 1.728 1.728 1.728 1.728 1.728 1.728 1.728 3.314 BL BL BL BL BL BL BL BL BL BL CM 129 130 7.41 8.00 0.0 1.728 BL 128 129 34.67 8.00 0.0 1.728 BL PSI/Ft 0.261 0.069 0.040 0.019 0.005 0.045 0.002 12-04-2000 PAGE 3 S -LOSS PRESSURES 0.00 36.05 15.14 0.00 36.87 36.05 0.00 37.43 36.87 0.00 37.65 37.43 0.00 37.72 37.65 0.00 54.55 37.72 0.00 54.58 54.55 0.011 0.00 23.15 23.06 0.056 0.00 23.60 23.15 0.131 0.00 35.91 23.60 0.011 0.00 36.05 35.91 0.001 0.00 35.92 35.91 0.011 0.00 23.29 23.20 0.055 0.00 23.73 23.29 0.130 0.00 35.92 23.73 0.019 0.00 36.15 35.92 0.005 0.00 36.23 36.15 0.048 0.00 43.42 36.23 0.048 0.00 43.48 43.42 0.048 0.00 43.85 43.48 0.048 0.00 43.91 43.85 0.048 0.00 54.98 43.91 0.002 0.00 55.01 54.98 0.047 0.00 42.72 36.15 0.047 0.00 42.77 42.72 0.047 0.00 43.20 42.77 0.047 0.00 43.34 43.20 0.047 0.00 55.01 43.34 0.007 0.00 55.10 55.01 0.002 0.00 23.22 23.20 0.033 0.00 23.48 23.22 0.095 0.00 28.15 23.48 0.095 0.00 28.63 28.15 0.095 0.00 28.77 28.63 0.095 0.00 29.49 28.77 0.095 0.00 29.80 29.49 0.095 0.00 32.14 29.80 0.095 0.00 33.21 32.14 0.095 0.00 55.08 33.21 0.020 0.00 55.36 55.08 0.002 0.00 23.07 23.06 0.032 0.00 23.32 23.07 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 SECOND FLOOR SECOND REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436C 12-04-2000 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 65 128 62.08 29.25 30.0 1.728 BL 0.093 -0.97 27.87 23.32 64 65 62.08 9.00 0.0 1.728 BL 0.093 0.00 28.71 27.87 117 64 62.08 6.25 24.0 1.728 BL 0.093 0.97 32.50 28.71 63 117 62.08 2.25 0.0 1.728 BL 0.093 0.00 32.71 32.50 24 63 62.08 91.50 48.0 1.728 BL 0.093 0.00 45.70 32.71 121 71 16.07 6.00 0.0 1.728 BL 0.008 0.00 13.81 13.76 70 121 37.44 6.00 0.0 1.728 BL 0.036 0.00 14.03 13.81 119 70 57.11 4.00 0.0 1.728 BL 0.080 0.00 14.35 14.03 14 119 78.87 194.25 24.0 1.728 BL 0.145 0.00 45.97 14.35 12 22 42.32 346.00 24.0 1.728 BL 0.046 0.00 54.61 37.66 11 12 84.51 12.00 0.0 3.314 CM 0.007 0.00 54.69 54.61 11 21 42.74 346.00 24.0 1.728 BL 0.047 0.00 54.68 37.44 10 11 127.25 14.00 0.0 3.314 CM 0.015 0.00 54.89 54.68 10 20 43.75 346.00 24.0 1.728 BL 0.049 0.00 54.90 36.88 9 10 171.00 12.00 0.0 3.314 CM 0.025 0.00 55.20 54.90 14 24 8.25 96.00 36.0 1.728 BL 0.002 0.00 45.97 45.68 9 14 87.12 41.00 12.0 1.728 BL 0.174 0.00 55.20 45.97 4 9 258.12 2.00 23.0 3.314 CM 0.054 0.00 56.56 55.20 5 24 53.82 123.50 12.0 1.728 BL 0.072 0.00 55.37 45.68 4 5 203.00 11.50 23.0 3.314 CM 0.035 0.00 56.57 55.37 3 4 461.12 45.25 29.0 4.310 FM 0.044 7.26 67.12 56.57 2 3 711.12 0.00 0.0 4.095 UN 0.095 4.31 71.43 67.12 1 2 711.12 4.50 9.0 4.095 UN 0.095 0.00 72.72 71.43 0 1 711.12 289.50 69.0 6.155 UN 0.013 0.65 78.07 72.72 SMITH FIRE SYSTEMS, INC. JOB NO. T3-436 LEVEL 1 (REMOTE AREA) BUILDING A WET SYSTEM AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 662.46 GPM AT 86.60 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 662.5 GPM 123.73 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 200 24.24 19.50 5.62 18.60 201 22.93 19.50 5.62 16.64 202 22.92 19.50 5.62 16.63 203 20.08 19.50 5.62 12.76 204 19.50 19.50 5.62 12.04 205 19.53 19.50 5.62 12.07 206 20.09 19.50 5.62 12.78 207 22.92 19.50 5.62 16.64 208 22.37 19.50 5.62 15.84 209 22.34 19.50 5.62 15.80 210 22.39 19.50 5.62 15.87 211 21.99 19.50 5.62 15.30 212 21.09 19.50 5.62 14.08 213 21.76 19.50 5.62 14.99 214 21.77 19.50 5.62 15.01 215 21.92 19.50 5.62 15.21 216 22.29 19.50 5.62 15.73 217 20.80 19.50 5.62 13.70 218 21.55 19.50 5.62 14.70 TOTAL WATER REQUIRED FOR SYSTEM 412.46 GPM OUTFLOWS AT 3 250.00 GPM TOTAL WATER REQUIREMENT 662.46 GPM PRESSURE REQUIRED AT 0 89.66 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 4 TO 5 23.06 FPS 12-04-2000 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436 12-04-2000 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 104 204 19.50 2.50 5.0 1.049 AO 0.124 -1.08 11.89 12.04 52 104 19.50 2.00 5.0 1.049 AO 0.124 0.00 12.76 11.89 118 218 21.55 2.50 5.0 1.049 AO 0.149 -1.08 14.74 14.70 117 217 20.80 2.50 5.0 1.049 AO 0.140 -1.08 13.67 13.70 54 117 20.80 2.00 5.0 1.049 AO 0.140 0.00 14.65 13.67 118 54 20.80 8.00 0.0 1.728 BN2 0.012 0.00 14.75 14.65 31 118 42.35 26.25 12.0 1.728 BN2 0.046 0.00 16.51 14.75 116 216 22.29 2.50 5.0 1.049 AO 0.159 -1.08 15.84 15.73 115 215 21.92 2.50 5.0 1.049 AO 0.154 -1.08 15.29 15.21 114 214 21.77 2.50 5.0 1.049 AO 0.152 -1.08 15.07 15.01 113 213 21.76 2.50 5.0 1.049 AO 0.152 -1.08 15.05 14.99 112 212 21.09 2.50 5.0 1.049 AO 0.144 -1.08 14.08 14.08 53 112 21.09 2.00 5.0 1.049 AO 0.144 0.00 15.08 14.08 111 211 21.99 2.50 5.0 1.049 AO 0.155 -1.08 15.38 15.30 110 210 22.39 2.50 5.0 1.049 AO 0.160 -1.08 15.99 15.87 109 209 22.34 2.50 5.0 1.049 AO 0.160 -1.08 15.92 15.80 108 208 22.37 2.50 5.0 1.049 AO 0.160 -1.08 15.96 15.84 107 207 22.92 2.50 5.0 1.049 AO 0.168 -1.08 16.82 16.64 106 206 20.09 2.50 5.0 1.049 AO 0.131 -1.08 12.68 12.78 50 106 20.09 2.00 5.0 1.049 AO 0.131 0.00 13.60 12.68 105 205 19.53 2.50 5.0 1.049 AO 0.124 -1.08 11.92 12.07 51 105 19.53 2.00 5.0 1.049 AO 0.124 0.00 12.79 11.92 103 203 20.08 2.50 5.0 1.049 AO 0.131 1.08 12.66 12.76 52 103 20.08 8.00 0.0 1.728 BN1 0.012 0.00 12.75 12.66 51 52 39.58 1.00 0.0 1.728 BN1 0.041 0.00 12.79 12.75 50 51 59.11 9.50 0.0 1.728 BN1 0.085 0.00 13.60 12.79 30 50 79.20 5.50 12.0 1.728 BN1 0.146 0.00 16.15 13.60 102 202 22.92 2.50 5.0 1.049 AO 0.167 -1.08 16.81 16.63 101 201 22.93 2.50 5.0 1.049 AO 0.168 -1.08 16.82 16.64 32 101 22.93 1.00 0.0 1.728 BN 0.015 0.00 16.83 16.82 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436 12-04-2000 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 100 200 24.24 2.50 5.0 1.049 AO 0.186 -1.08 18.91 18.60 114 113 9.58 8.00 0.0 1.728 BL 0.003 0.00 15.07 15.05 115 114 31.35 8.00 0.0 1.728 BL 0.026 0.00 15.28 15.07 116 115 53.27 8.00 0.0 1.728 BL 0.070 0.00 15.84 15.28 26 116 75.56 2.25 0.0 1.728 BL 0.134 0.00 16.14 15.84 53 113 12.18 6.00 0.0 1.728 BL 0.005 0.00 15.08 15.05 111 53 33.27 10.50 0.0 1.728 BL 0.029 0.00 15.39 15.08 11 111 55.25 303.75 0.0 1.728 BL 0.075 0.00 38.17 15.39 110 109 12.96 14.00 0.0 1.728 BL 0.005 0.00 15.99 15.92 25 110 35.35 4.25 0.0 1.728 BL 0.033 0.00 16.13 15.99 108 109 9.38 14.00 0.0 1.728 BL 0.003 0.00 15.96 15.92 107 108 31.75 13.75 18.0 1.728 BL 0.027 0.00 16.81 15.96 19 107 54.67 84.75 0.0 1.728 BL 0.074 0.00 23.05 16.81 24 102 10.88 15.75 0.0 1.728 BL 0.004 0.00 16.86 16.80 32 102 12.04 7.00 0.0 1.728 BL 0.004 0.00 16.83 16.80 100 32 34.97 34.75 30.0 1.728 BL 0.032 0.00 18.91 16.83 20 100 59.21 29.75 0.0 1.728 BL 0.085 0.00 21.45 18.91 26 25 13.87 8.25 0.0 2.203 CM3 0.002 0.00 16.14 16.13 31 26 89.43 6.25 0.0 2.203 CM3 0.056 0.00 16.49 16.14 27 31 131.78 7.75 0.0 2.203 CM3 0.115 0.00 17.38 16.49 28 27 86.58 12.00 0.0 2.203 CM3 0.053 0.00 18.01 17.38 29 28 43.02 14.00 0.0 2.203 CM3 0.014 0.00 18.21 18.01 14 29 43.02 346.75 24.0 1.728 BL 0.047 0.00 35.71 18.21 13 14 43.02 14.00 0.0 2.203 CM 0.014 0.00 35.91 35.71 30 25 21.48 7.75 0.0 2.203 CM3 0.004 0.00 16.16 16.13 24 30 100.68 10.00 0.0 2.203 CM3 0.070 0.00 16.86 16.16 23 24 111.56 14.00 0.0 2.203 CM3 0.084 0.00 18.04 16.86 22 23 68.46 12.00 0.0 2.203 CM3 0.034 0.00 18.45 18.04 21 22 32.'77 14.00 0.0 2.203 CM3 0.009 0.00 18.57 18.45 18 21 32.77 153.00 24.0 1.728 BL 0.029 0.00 23.61 18.57 17 18 32.77 14.00 12.0 1.728 CM2 0.029 0.00 24.35 23.61 13 28 43.56 346.75 24.0 1.728 BL 0.048 0.00 35.93 18.02 12 13 86.58 12.00 0.0 2.203 CM 0.053 0.00 36.56 35.93 12 27 45.20 346.75 24.0 1.728 BL 0.052 0.00 36.55 17.38 11 12 131.78 14.00 0.0 2.203 CM 0.115 0.00 38.16 36.55 6 11 187.03 9.00 14.0 2.203 CM 0.219 0.00 43.21 38.16 19 20 20.68 77.00 54.0 1.728 BL 0.012 0.00 23.05 21.45 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR REMOTE AREA DENSITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436 12-04-2000 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 5 19 75.35 193.00 48.0 1.728 BL 0.133 0.00 55.15 23.05 7 20 38.52 320.00 126.0 1.728 BL 0.038 0.00 38.62 21.45 8 23 43.10 355.50 54.0 1.728 BL 0.047 0.00 37.45 18.04 17 22 35.69 153.00 24.0 1.728 BL 0.033 0.00 24.36 18.45 16 17 68.46 50.00 12.0 1.728 CM2 0.112 0.00 31.27 24.36 15 16 33.32 14.00 0.0 1.728 CM2 0.029 0.00 31.68 31.27 10 15 33.32 153.00 24.0 1.728 BL 0.029 0.00 36.88 31.68 9 10 33.32 14.00 0.0 2.203 CM 0.009 0.00 37.01 36.88 9 16 35.14 153.00 24.0 1.728 BL 0.032 0.00 37.03 31.28 8 9 68.46 12.00 0.0 2.203 CM 0.034 0.00 37.44 37.03 7 8 111.56 14.00 0.0 2.203 CM 0.084 0.00 38.62 37.44 6 7 150.08 17.50 14.0 2.203 CM 0.146 0.00 43.22 38.62 5 6 337.11 39.50 10.0 2.703 CM 0.241 0.00 55.15 43.22 4 5 412.46 12.50 40.0 2.703 FM 0.350 3.68 77.20 55.15 3 4 412.46 3.50 29.0 4.310 FM 0.036 1.08 79.45 77.20 2 3 662.46 0.00 0.0 4.095 UN 0.084 4.31 83.76 79.45 1 2 662.46 4.50 9.0 4.095 UN 0.084 0.00 84.89 83.76 0 1 662.46 289.50 69.0 6.155 UN 0.012 0.65 89.66 84.89 SMITH FIRE SYSTEMS, INC. JOB NO. T3-436 LEVEL 1 (2°a REMOTE AREA) BUILDING A WET SYSTEM AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 650.40 GPM AT 86.35 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR SECOND REMOTE AREA DESITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436B FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 650.4 GPM 123.88 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 600 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 20.63 20.61 20.70 20.94 21.39 20.27 19.64 19.50 19.51 19.81 20.70 22.51 22.28 22.24 22.97 22.41 21.16 21.30 21.81 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 19.50 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 3 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 4 TO 5 13.48 13.44 13.57 13.89 14.48 13.01 12.22 12.04 12.05 12.42 13.57 16.05 15.72 15.66 16.71 15.90 14.18 14.37 15.06 400.40 GPM 250.00 GPM 650.40 GPM 86.35 PSI 0.00 PSI 22.39 FPS 12-04-2000 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR SECOND REMOTE AREA DESITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436B 12-04-2000 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 507 607 19.50 2.50 5.0 1.049 AO 0.124 -1.08 11.89 12.04 518 618 21.81 2.50 5.0 1.049 AO 0.153 -1.08 15.13 15.06 517 617 21.30 2.50 5.0 1.049 AO 0.146 -1.08 14.39 14.37 516 616 21.16 2.50 5.0 1.049 AO 0.145 -1.08 14.18 14.18 517 516 21.16 16.00 0.0 1.728 BN 0.013 0.00 14.38 14.18 518 517 42.46 16.00 0.0 1.728 BN 0.046 0.00 15.12 14.38 31 518 64.27 66.00 0.0 1.728 BN 0.099 0.00 21.67 15.12 515 615 22.41 2.50 5.0 1.049 AO 0.161 -1.08 16.02 15.90 63 515 22.41 2.00 5.0 1.049 AO 0.161 0.00 17.14 16.02 514 614 22.97 2.50 5.0 1.049 AO 0.168 -1.08 16.89 16.71 513 613 22.24 2.50 5.0 1.049 AO 0.158 -1.08 15.77 15.66 62 513 22.24 2.00 5.0 1.049 AO 0.158 0.00 16.88 15.77 512 612 22.28 2.50 5.0 1.049 AO 0.159 -1.08 15.83 15.72 61 512 22.28 2.00 5.0 1.049 AO 0.159 0.00 16.94 15.83 511 611 22.51 2.50 5.0 1.049 AO 0.162 -1.08 16.19 16.05 60 511 22.51 2.00 5.0 1.049 AO 0.162 0.00 17.32 16.19 510 610 20.70 2.50 5.0 1.049 AO 0.139 -1.08 13.53 13.57 509 609 19.81 2.50 5.0 1.049 AO 0.128 -1.08 12.30 12.42 508 608 19.51 2.50 5.0 1.049 AO 0.124 -1.08 11.90 12.05 506 606 19.64 2.50 5.0 1.049 AO 0.126 -1.08 12.08 12.22 505 605 20.27 2.50 5.0 1.049 AO 0.133 -1.08 12.93 13.01 504 604 21.39 2.50 5.0 1.049 AO 0.147 -1.08 14.50 14.48 503 603 20.94 2.50 5.0 1.049 AO 0.142 -1.08 13.87 13.89 502 602 20.70 2.50 5.0 1.049 AO 0.139 -1.08 13.53 13.57 501 601 20.61 2.50 5.0 1.049 AO 0.138 -1.08 13.39 13.44 500 600 20.63 2.50 5.0 1.049 AO 0.138 -1.08 13.43 13.48 514 62 8.15 6.50 0.0 1.728 BL 0.002 0.00 16.88 16.87 63 514 31.12 10.00 0.0 1.728 BL 0.026 0.00 17.14 16.88 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR SECOND REMOTE AREA DESITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436B 12-04-2000 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 26 63 53.53 62.25 0.0 1.728 BL 0.071 0.00 21.55 17.14 61 62 14.09 11.50 0.0 1.728 BL 0.006 0.00 16.94 16.87 60 61 36.38 10.75 0.0 1.728 BL 0.035 0.00 17.31 16.94 11 60 58.89 245.75 0.0 1.728 BL 0.084 0.00 38.05 17.31 508 507 3.78 8.00 18.0 1.728 BL 0.001 0.00 11.90 11.89 509 508 23.29 8.00 18.0 1.728 BL 0.015 0.00 12.30 11.90 510 509 43.10 8.00 18.0 1.728 BL 0.047 0.00 13.53 12.30 25 510 63.80 70.00 12.0 1.728 BL 0.098 0.00 21.56 13.53 506 507 15.72 8.00 18.0 1.728 BL 0.007 0.00 12.08 11.89 505 506 35.36 8.00 18.0 1.728 BL 0.033 0.00 12.94 12.08 19 505 55.64 20.75 0.0 1.728 EL 0.076 0.00 14.52 12.94 502 501 13.69 12.25 12.0 1.728 BL 0.006 0.00 13.53 13.39 503 502 34.40 10.75 0.0 1.728 BL 0.031 0.00 13.87 13.53 504 503 55.34 8.50 0.0 1.728 BL 0.075 0.00 14.51 13.87 20 504 76.73 8.75 18.0 1.728 BL 0.138 0.00 18.19 14.51 500 501 6.91 10.50 12.0 1.728 BL 0.002 0.00 13.43 13.39 19 500 27.54 28.25 24.0 1.728 BL 0.021 0.00 14.51 13.43 5 19 83.18 193.00 48.0 1.728 BL 0.160 0.00 53.05 14.51 31 26 49.03 6.25 0.0 2 203 CM3 0.018 0.00 21.67 21.55 27 31 113.30 7.75 0.0 2 203 CM3 0.087 0.00 22.34 21.67 28 27 74.44 12.00 0.0 2 203 CM3 0.040 0.00 22.82 22.34 29 28 36.99 14.00 0.0 2 203 CM3 0.011 0.00 22.97 22.82 14 29 36.99 346.75 24.0 1 728 BL 0.036 0.00 36.21 22.97 13 14 36.99 14.00 0.0 2 203 CM 0.011 0.00 36.36 36.21 25 26 4.50 8.25 0.0 2.203 CM3 0.000 0.00 21.55 21.55 30 25 68.30 7.75 0.0 2.203 CM3 0.034 0.00 21.81 21.55 24 30 68.30 10.00 0.0 2.203 CM3 0.034 0.00 22.15 21.81 24 20 35.02 81.00 42.0 1.728 BL 0.032 0.00 22.16 18.19 23 24 103.32 14.00 0.0 2.203 CM3 0.073 0.00 23.18 22.16 22 23 67.37 12.00 0.0 2.203 CM3 0.033 0.00 21.58 23.18 21 22 33.05 14.00 0.0 2.203. CM3 0.009 0.00 23.70 23.58 18 21 33.05 153.00 24.0 1.728 BL 0.029 0.00 28.83 23.70 17 18 33.05 14.00 14.0 2.203 CM2 0.009 0.00 29.08 28.83 13 28 37.45 346.75 24.0 1.728 BL 0.036 0.00 36.35 22.82 12 13 74.44 12.00 0.0 2.203 CM 0.040 0.00 36.83 36.35 12 27 38.86 346.75 24.0 1.728 BL 0.039 0.00 36.84 22.34 11 12 113.30 14.00 0.0 2.203 CM 0.087 0.00 38.06 36.84 6 11 172.20 9.00 14.0 2.203 CM 0.188 0.00 42.39 38.06 AUXILIARY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH TI SFS# T3-436 FIRST FLOOR SECOND REMOTE AREA DESITY: .15 OVER 1500 SQ. FT. FILE NAME: T30436B 12-04-2000 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 7 20 41.71 320.00 126.0 1.728 BL 0.045 0.00 38.08 18.19 8 23 35.94 355.50 54.0 1.728 BL 0.034 0.00 37.06 23.18 17 22 34.33 153.00 24.0 1.728 BL 0.031 0.00 29.08 23.58 16 17 67.37 50.00 14.0 2.203 CM2 0.033 0.00 31.20 29.08 15 16 33.26 14.00 0.0 2.203 CM2 0.009 0.00 31.33 31.20 10 15 33.26 153.00 24.0 1.728 BL 0.029 0.00 36.52 31.33 9 10 33.26 14.00 0.0 2.203 CM 0.009 0.00 36.65 36.52 9 16 34.12 153.00 24.0 1.728 BL 0.031 0.00 36.64 31.21 8 9 67.37 12.00 0.0 2.203 CM 0.033 0.00 37.04 36.64 7 8 103.32 14.00 0.0 2.203 CM 0.073 0.00 38.06 37.04 6 7 145.02 17.50 14.0 2.203 CM 0.137 0.00 42.38 38.06 5 6 317.22 39.50 10.0 2.703 CM 0.215 0.00 53.04 42.38 4 5 400.40 12.50 40.0 2.703 FM 0.331 3.68 74.11 53.04 3 4 400.40 3.50 29.0 4.310 FM 0.034 1.08 76.30 74.11 2 3 650.40 0.00 0.0 4.095 UN 0.081 4.31 80.61 76.30 1 2 650.40 4.50 9.0 4.095 UN 0.081 0.00 81.70 80.61 0 1 650.40 289.50 69.0 6.155 UN 0.011 0.65 86.33 81.70 �F5 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #1 (DRY) — FIRST FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 .; GPM IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY "C" FACTOR OVERHEAD : 100 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: ADDED AT: CONNECTION TO SITE HYDRANT (NODE #4). TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 395 "C" FACTOR UNDERGROUND : 140 120 SQUARE FEET G TEMPERATURE: 165° F 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 374.5 GPM REQUIRED AT 103.5 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 624.5 GPM REQUIRED AT 115.0 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SMITH FIRE SYSTEMS, INC. 135 WATER SUPPLY DATA STATIC 128 RESIDUAL 20 PSI PSI FLOWING 3800 GPM JOB NAME GROUP HEALTH PARKING GARAGE ADDRESS EAST MARGINAL WAY SOUTH TUKWILA WA JOB NO. T1-190 SYSTEM/AREA SYSTEM #1 — DRY SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 624.5 GPM 124.18 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 105 24.46 18.00 5.62 18.94 106 23.61 18.00 5.62 17.64 107 23.20 18.00 5.62 17.04 108 23.09 18.00 5.62 16.87 110 24.20 18.00 5.62 18.54 111 21.94 18.00 5.62 15.23 112 20.26 18.00 5.62 12.99 113 19.11 18.00 5.62 11.56 114 18.42 18.00 5.62 10.74 115 18.09 18.00 5.62 10.36 116 18.00 18.00 5.62 10.26 118 24.22 18.00 5.62 18.58 119 21.96 18.00 5.62 15.27 120 20.28 18.00 5.62 13.02 121 19.13 18.00 5.62 11.59 122 18.44 18.00 5.62 10.77 123 18.11 18.00 5.62 10.38 124 18.02 18.00 5.62 10.28 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 28 TO 117 374.52 GPM 250.00 GPM 624.52 GPM 115.00 PSI 0.00 PSI 19.18 FPS 09-29-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 09-29-2000 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 115 116 1.728 L 7.75 C=100 PT 10.26 (116) Q 18.00 F=0 F 0.00 PE 0.00 BN1 T 7.75 0.0132 PF 0.10 114 115DQ 18.09 1.728 L 8.00 C=100 PT 10.36 (115) Q 36.09 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.0478 PF 0.38 113 114DQ 18.42 1.728 L 8.00 C=100 PT 10.74 (114) Q 54.51 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1025 PF 0.82 112 113DQ 19.11 1.728 L 8.00 C=100 PT 11.56 (113) Q 73.62 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1788 PF 1.43 111 112DQ 20.26 1.728 L 8.00 C=100 PT 12.99 (112) Q 93.88 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.2803 PF 2.24 110 111DQ 21.94 1.728 L 8.00 C=100 PT 15.23 (111) Q 115.81 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.4133 PF 3.31 109 110DQ 24.20 1.728 L 8.00 C=100 PT 18.54 (110) Q 140.01 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.5871 PF 4.70 27 109 1.728 L 0.67 C=100 PT 23.24 (109) Q 140.01 F=T F 12.00 PE 0.00 BN1 T 12.67 0.5871 PF 7.44 PT 30.68 ( 27) 123 124 1.728 L 7.75 C=100 PT 10.28 (124) Q 18.02 F=0 F 0.00 PE 0.00 BN2 T 7.75 0.0132 PF 0.10 122 123DQ 18.11 1.728 L 8.00 C=100 PT 10.38 (123) Q 36.13 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.0479 PF 0.38 121 122DQ 18.44 1.728 L 8.00 C=100 PT 10.76 (122) Q 54.57 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1027 PF 0.82 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 SFS JOB#: T1-190 Location Flow in From To GPM Pipe Size IN 120 121DQ 19.13 1.728 Q 73.70 BN2 119 120DQ 20.28 1.728 Q 93.98 BN2 118 119DQ 21.96 1.728 Q 115.94 BN2 117 118DQ 24.22 1.728 Q 140.16 BN2 28 117 1.728 Q 140.16 BN2 27 28 3.314 Q 140.16 NC1 26 27DQ 140.01 3.314 Q 280.18 NC1 107 108 1.728 Q 23.09 BN 106 107DQ 23.20 1.728 Q 46.28 BN 105 106DQ 23.61 1.728 Q 69.89 BN 104 105DQ 24.46 1.728 Q 94.35 BN Fittings Devices 09-29-2000 PAGE 3 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 8.00 C=100 PT F=0 F 0.00 PE T 8.00 0.1791 PF 11.58 (121) 0.00 1.43 L 8.00 C=100 PT 13.01 (120) F=0 F 0.00 PE 0.00 T 8.00 0.2808 PF 2.25 L 8.00 C=100 PT 15.26 (119) F=0 F 0.00 PE 0.00 T 8.00 0.4141 PF 3.31 L 8.00 C=100 PT 18.57 (118) F=0 F 0.00 PE 0.00 T 8.00 0.5883 PF 4.71 L 0.67 C=100 PT 23.28 (117) F=T F 12.00 PE 0.00 T 12.67 0.5883 PF 7.45 L 15.00 C=100 PT 30.73 ( 28) F=0 F 0.00 PE -0.43 T 15.00 0.0247 PF 0.37 L 15.00 C=100 PT 30.67 ( 27) F=0 F 0.00 PE -0.43 T 15.00 0.0889 PF 1.33 PT 31.57 ( 26) L 7.75 C=100 PT 16.87 (108) F=0 F 0.00 PE 0.00 T 7.75 0.0209 PF 0.16 L 8.00 C=100 PT 17.03 (107) F=0 F 0.00 PE 0.00 T 8.00 0.0757 PF 0.61 L 8.00 C=100 PT 17.64 (106) F=0 F 0.00 PE 0.00 T 8.00 0.1624 PF 1.30 L 8.00 C=100 PT 18.94 (105) F=0 F 0.00 PE 0.00 T 8.00 0.2829 PF 2.26 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 09-29-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 103 104 1.728 L 8.00 C=100 PT 21.20 (104) Q 94.35 F=0 F 0.00 PE 0.00 BN T 8.00 0.2829 PF 2.26 102 103 1.728 L 8.00 C=100 PT 23.46 (103) Q 94.35 F=0 F 0.00 PE 0.00 BN T 8.00 0.2829 PF 2.26 101 102 1.728 L 8.00 C=100 PT 25.72 (102) Q 94.35 F=0 F 0.00 PE 0.00 BN T 8.00 0.2829 PF 2.26 26 101 1.728 L 0.67 C=100 PT 27.98 (101) Q 94.35 F=T F 12.00 PE 0.00 BN T 12.67 0.2829 PF 3.58 25 26DQ 280.18 3.314 L 25.50 C=100 PT 31.56 ( 26) Q 374.52 F=0 F 0.00 PE -0.72 NC T 25.50 0.1520 PF 3.88 24 25 3.314 L 111.25 C=100 PT 34.72 ( 25) Q 374.52 F=6E F 66.00 PE 0.00 FM4 T 177.25 0.1520 PF 26.94 23 24 3.314 L 70.67 C=100 PT 61.66 ( 24) Q 374.52 F=0 F 0.00 PE 0.00 FM3 T 70.67 0.1520 PF 10.74 22 23 4.310 L 215.67 C=100 PT 72.40 ( 23) Q 374.52 F=6E F 90.00 PE 0.00 FM2 T 305.67 0.0423 PF 12.93 21 22 4.310 L 254.67 C=100 PT 85.33 ( 22) Q 374.52 F=E F 15.00 PE 0.00 FM1 T 269.67 0.0423 PF 11.41 20 21 4.310 L 44.04 C=100 PT 96.74 ( 21) Q 374.52 F=2E F 30.00 PE 0.00 FM T 74.04 0.0423 PF 3.13 19 20 4.310 L 2.21 C=100 PT 99.87 ( 20) Q 374.52 F=0/0 F 0.00 PE 0.96 FR2 T 2.21 0.0423 PF 0.09 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 SFS JOB#: T1-190 Location Flow in From To GPM 18 19 COMMENT: COMMENT: 12 18 Q 374.52 Pipe Size IN 6.357 Fittings Devices Equiv Length Ft Friction Loss PSI/Ft L 0.00 C=100 F=0/0 F 0.00 09-29-2000 PAGE 5 Pressure Summary PSI PT 100.92 ( 19) PE 1.00 FRi T 0.00 0.0064 PF 0.00 2.31 FEET ELEVATION ADDED FOR 1.0 P.S.I. LOSS THRU 6 INCH GEM F3021 DRY PIPE VALVE. Q 374.52 Q 374.52 Q 374.52 Q 374.52 Q 374.52 3 4DQ 250.00 Q 624.52 8 12 6 8 5 6 4 5 6.357 FR1 6.357 FR 6.357 FR 6.155 UN3 8.265 UN1 8.265 L 3.21 C=120 PT 101.92 ( 18) F=T,GV F 42.00 PE 1.39 T 45.21 0.0045 PF 0.20 L 5.96 C=120 PT 103.51 ( 12) F=T F 38.00 PE 0.00 T 43.96 0.0045 PF 0.20 L 5.58 C=120 PT 103.71 ( 8) F=E/CV F 51.00 PE 0.70 T 56.58 0.0045 PF 0.25 L 279.00 C=140 PT 104.66 ( 6) F 86.00 PE 0.22 T 365.00 0.0040 PF 1.46 L 40.00 C=140 PT 106.34 ( 5) F 0.00 PE 0.00 T 40.00 0.0010 PF 0.04 F=T,GV/3E F=0/0 F=E, GV UN1 COMMENT: 250 G.P.M. ADDED AT NODE 4 2 3 10.275 Q 624.52 1 2 COMMENT: COMMENT: Q 624.52 UN 10.275 UN L 115.00 C=140 PT 106.38 ( 4) F 25.00 PE 0.00 T 140.00 0.0025 PF 0.35 FOR OUTSIDE HOSE STREAMS. L 200.00 F=0/0 F 0.00 T 200.00 L F=0/0 F T C=140 PT 106.73 PE 0.00 0.0008 PF 0.16 ( 3) 0.00 C=140 PT 106.89 ( 2) 0.00 PE 8.00 0.00 0.0008 PF 0.00 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 624.52 UN L 23.00 F=T,GV F 78.00 T 101.00 C=140 PT 114.89 ( 1) PE 0.00 0.0008 PF 0.08 PT 114.97 ( 0) 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #2 (DRY) — FIRST FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM CONNECTION TO SITE HYDRANT (NODE #4). IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 242 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 120 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 360.9 GPM REQUIRED AT 102.8 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 610.9 GPM REQUIRED AT 114.1 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SMITH FIRE SYSTEMS, INC. WATER SUPPLY DATA STATIC 128 RESIDUAL 20 FLOWING 3800 PSI PSI GPM JOB NAME ADDRESS JOB NO. SYSTEM/AREA GROUP HEALTH PARKING GARAGE EAST MARGINAL WAY SOUTH TUKWILA WA SYSTEM #2 - DRY SYSTEM DEMAND • CITY C • NNECTION 610.9 GPM AT 114.1 PSI (INCLUDES 250 GPM FOR HOSE STREAMS) SYSTEM DEMAND @ BASE OF RISER 360.9 GPM AT 102.8 PSI (INCLUDES 0 GPM FOR HOSE STREAMS) VOLUME IN GPM X 375 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 SFS JOB#: T1-190 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 610.9 GPM 124.33 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 206 207 208 210 211 212 213 214 215 216 218 219 220 221 222 223 224 26.68 26.22 26.10 24.52 22.23 20.53 19.37 18.67 18.34 18.25 24.20 21.94 20.26 19.11 18.42 18.09 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 25 TO 209 22.53 21.77 21.57 19.04 15.65 13.35 11.88 11.04 10.65 10.54 18.54 15.23 12.99 11.56 10.74 10.36 10.26 360.93 GPM 250.00 GPM 610.93 GPM 114.09 PSI 0.00 PSI 19.41 FPS 09-29-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 SFS JOB#: T1-190 Location Flow in From To GPM Pipe Size IN 223 224 1.728 Q 18.00 BN2 222 223DQ 18.09 1.728 Q 36.09 BN2 221 222DQ 18.42 1.728 Q 54.51 BN2 220 221DQ 19.11 1.728 Q 73.62 BN2 219 220DQ 20.26 1.728 Q 93.88 BN2 218 219DQ 21.94 1.728 Q 115.81 BN2 217 218DQ 24.20 1.728 Q 140.01 BN2 26 217 1.728 Q 140.01 BN2 25 26 3.314 Q 140.01 NC1 215 216 1.728 Q 18.25 BN1 214 215DQ 18.34 1.728 Q 36.59 BN1 Fittings Devices Equiv Friction Length Loss Ft PSI/Ft L 7.75 F=0 F 0.00 T 7.75 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 0.67 F=T F 12.00 T 12.67 L 15.00 F=0 F 0.00 T 15.00 L 7.75 F=0 F 0.00 T 7.75 L 8.00 F=0 F 0.00 T 8.00 C=100 0.0132 C=100 0.0478 C=100 0.1025 C=100 0.1788 C=100 0.2802 C=100 0.4133 C=100 0.5871 C=100 0.5871 C=100 0.0246 C=100 0.0135 C=100 0.0490 09-29-2000 PAGE 2 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PT PE PF PT PE PF Pressure Summary PSI 10.26 (224) 0.00 0.10 10.36 (223) 0.00 0.38 10.74 (222) 0.00 0.82 11.56 (221) 0.00 1.43 12.99 (220) 0.00 2.24 15.23 (219) 0.00 3.31 18.54 (218) 0.00 4.70 23.24 (217) 0.00 7.44 30.68 ( 26) 0.43 0.37 31.48 ( 25) 10.54 (216) 0.00 0.10 10.64 (215) 0.00 0.39 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 09-29-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 213 214DQ 18.67 1.728 L 8.00 C=100 PT 11.03 (214) Q 55.26 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1051 PF 0.84 212 213DQ 19.37 1.728 L 8.00 C=100 PT 11.87 (213) Q 74.63 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1833 PF 1.47 211 212DQ 20.53 1.728 L 8.00 C=100 PT 13.34 (212) Q 95.16 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.2874 PF 2.30 210 211DQ 22.23 1.728 L 8.00 C=100 PT 15.64 (211) Q 117.39 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.4238 PF 3.39 209 210DQ 24.52 1.728 L 8.00 C=100 PT 19.03 (210) Q 141.92 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.6019 PF 4.82 25 209 1.728 L 0.67 C=100 PT 23.85 (209) Q 141.92 F=T F 12.00 PE 0.00 BN1 T 12.67 0.6019 PF 7.63 24 25DQ 140.01 3.314 L 15.00 C=100 PT 31.48 ( 25) Q 281.93 F=0 F 0.00 PE 0.43 NC1 T 15.00 0.0899 PF 1.35 PT 33.26 ( 24) 207 208 1.728 L 7.75 C=100 PT 21.57 (208) Q 26.10 F=0 F 0.00 PE 0.00 BN T 7.75 0.0262 PF 0.20 206 207DQ 26.22 1.728 L 8.00 C=100 PT 21.77 (207) Q 52.33 F=0 F 0.00 PE 0.00 BN T 8.00 0.0950 PF 0.76 205 206DQ 26.68 1.728 L 8.00 C=100 PT 22.53 (206) Q 79.00 F=0 F 0.00 PE 0.00 BN T 8.00 0.2037 PF 1.63 204 205 1.728 L 8.00 C=100 PT 24.16 (205) Q 79.00 F=0 F 0.00 PE 0.00 BN T 8.00 0.2037 PF 1.63 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 09-29-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 203 204 1.728 L 8.00 C=100 PT 25.79 (204) Q 79.00 F=0 F 0.00 PE 0.00 BN T 8.00 0.2037 PF 1.63 202 203 1.728 L 8.00 C=100 PT 27.42 (203) Q 79.00 F=0 F 0.00 PE 0.00 BN T 8.00 0.2037 PF 1.63 201 202 1.728 L 8.00 C=100 PT 29.05 (202) Q 79.00 F=0 F 0.00 PE 0.00 BN T 8.00 0.2037 PF 1.63 24 201 1.728 L 0.67 C=100 PT 30.68 (201) Q 79.00 F=T F 12.00 PE 0.00 BN T 12.67 0.2037 PF 2.58 23 24DQ 281.93 3.314 L 130.50 C=100 PT 33.26 ( 24) Q 360.93 F=0 F 0.00 PE 3.68 NC T 130.50 0.1420 PF 18.53 22 23 3.314 L 168.83 C=100 PT 55.47 ( 23) Q 360.93 F=6E F 66.00 PE 0.00 FM2 T 234.83 0.1420 PF 33.35 21 22 4.310 L 99.50 C=100 PT 88.82 ( 22) Q 360.93 F=E F 15.00 PE 0.00 FM1 T 114.50 0.0395 PF 4.52 20 21 4.310 L 57.29 C=100 PT 93.34 ( 21) Q 360.93 F=2E/4E F 90.00 PE 0.00 FM T 147.29 0.0395 PF 5.82 19 20 4.310 L 2.21 C=100 PT 99.16 ( 20) Q 360.93 F=0/0 F 0.00 PE 0.96 FR2 T 2.21 0.0395 PF 0.09 17 19 6.357 L 0.00 C=120 PT 100.21 ( 19) Q 360.93 F=0/0 F 0.00 PE 1.00 FR1 T 0.00 0.0042 PF 0.00 COMMENT: 2.31 FEET ELEVATION ADDED FOR 1.0 P.S.I. LOSS THRU COMMENT: 6 INCH GEM F3021 DRY PIPE VALVE. 11 17 6.357 L 3.21 C=120 PT 101.21 ( 17) Q 360.93 F=T,GV F 42.00 PE 1.39 FR1 T 45.21 0.0042 PF 0.19 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 09-29-2000 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 8 11 6.357 L 3.71 C=120 PT 102.79 ( 11) Q 360.93 F=T F 38.00 PE 0.00 FR T 41.71 0.0042 PF 0.18 6 8 6.357 L 5.58 C=120 PT 102.97 ( 8) Q 360.93 F=E/CV F 51.00 PE 0.70 FR T 56.58 0.0042 PF 0.24 5 6 6 155 L 279.00 C=140 PT 103.91 ( 6) Q 360.93 F=T,GV/3E F 86.00 PE 0.22 UN3 T 365.00 0.0037 PF 1.35 4 5 8.265 L 40.00 C=140 PT 105.48 ( 5) Q 360.93 F=0/0 F 0.00 PE 0.00 UN1 T 40.00 0.0009 PF 0.04 3 4DQ 250.00 8.265 L 115.00 C=140 PT 105.52 ( 4) Q 610.93 F=E,GV F 25.00 PE 0.00 UN1 T 140.00 0.0024 PF 0.34 COMMENT: 250 G.P.M. ADDED AT NODE 4 FOR OUTSIDE HOSE STREAMS. 2 3 10.275 Q 610.93 UN L 200.00 C=140 PT 105.86 ( 3) F=0/0 F 0.00 PE 0.00 T 200.00 0.0008 PF 0.16 1 2 10.275 L 0.00 C=140 PT 106.02 ( 2) Q 610.93 F=0/0 F 0.00 PE 8.00 UN T 0.00 0.0008 PF 0.00 COMMENT: 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 610.93 UN L 23.00 C=140 PT 114.02 ( 1) F=T,GV F 78.00 PE 0.00 T 101.00 0.0008 PF 0.08 PT 114.10 ( 0) 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #3 (DRY) - SECOND FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM CONNECTION TO SITE HYDRANT (NODE #4). IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 162 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 120 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 501.6 GPM REQUIRED AT 97.6 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 751.6 GPM REQUIRED AT 110.7 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SMITH FIRE SYSTEMS, INC. WATER SUPPLY DATA STATIC 128 RESIDUAL 20 FLOWING 3800 135 PSI PSI GPM JOB NAME GROUP HEALTH PARKING GARAGE ADDRESS EAST MARGINAL WAY SOUTH TUKWILA WA JOB NO. T1-190 SYSTEM/AREA SYSTEM #3 - DRY SYSTEM DEMAND • CITY C • NNECTI • N 751.6 GPM AT 110.7 PSI (INCLUDES 250 GPM FOR HOSE STREAMS) SYSTEM DEMAND @ BASE OF RISER 501.6 GPM AT 97.6 (INCLUDES 0 PSI GPM FOR HOSE STREAMS) My I VOLUME IN GPM X 375 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 751.6 GPM 122.61 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 307 32.16 18.00 5.62 32.75 308 32.02 18.00 5.62 32.46 310 27.04 18.00 5.62 23.15 311 24.54 18.00 5.62 19.07 312 22.69 18.00 5.62 16.30 313 21.42 18.00 5.62 14.53 314 20.66 18.00 5.62 13.52 315 20.30 18.00 5.62 13.04 316 20.20 18.00 5.62 12.92 318 24.30 18.00 5.62 18.69 319 22.03 18.00 5.62 15.36 320 20.34 18.00 5.62 13.10 321 19.19 18.00 5.62 11.66 322 18.50 18.00 5.62 10.83 323 18.17 18.00 5.62 10.45 324 18.08 18.00 5.62 10.35 326 24.20 18.00 5.62 18.54 327 21.94 18.00 5.62 15.23 328 20.26 18.00 5.62 12.99 329 19.11 18.00 5.62 11.56 330 18.42 18.00 5.62 10.74 331 18.09 18.00 5.62 10.36 332 18.00 18.00 5.62 10.26 09-29-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 25 TO 309 501.65 GPM 250.00 GPM 751.65 GPM 110.63 PSI 0.00 PSI 21.46 FPS 09-29-2000 PAGE 2 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 09-29-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 331 332 1.728 L 7.75 C=100 PT 10.26 (332) Q 18.00 F=0 F 0.00 PE 0.00 BN3 T 7.75 0.0132 PF 0.10 330 331DQ 18.09 1.728 L 8.00 C=100 PT 10.36 (331) Q 36.09 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.0478 PF 0.38 329 330DQ 18.42 1.728 L 8.00 C=100 PT 10.74 (330) Q 54.51 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.1025 PF 0.82 328 329DQ 19.11 1.728 L 8.00 C=100 PT 11.56 (329) Q 73.62 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.1788 PF 1.43 327 328DQ 20.26 1.728 L 8.00 C=100 PT 12.99 (328) Q 93.88 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.2802 PF 2.24 326 327DQ 21.94 1.728 L 8.00 C=100 PT 15.23 (327) Q 115.81 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.4133 PF 3.31 325 326DQ 24.20 1.728 L 8.00 C=100 PT 18.54 (326) Q 140.01 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.5871 PF 4.70 27 325 1.728 L 0.67 C=100 PT 23.24 (325) Q 140.01 F=T F 12.00 PE 0.00 BN3 T 12.67 0.5871 PF 7.44 26 27 3.314 L 10.00 C=100 PT 30.68 ( 27) Q 140.01 F=0 F 0.00 PE 0.00 NC3 T 10.00 0.0246 PF 0.25 PT 30.93 ( 26) 323 324 1.728 L 7.75 C=100 PT 10.35 (324) Q 18.08 F=0 F 0.00 PE 0.00 BN2 T 7.75 0.0133 PF 0.10 322 323DQ 18.17 1.728 L 8.00 C=100 PT 10.45 (323) Q 36.24 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.0482 PF 0.39 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 09-29-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 321 322DQ 18.50 1.728 L 8.00 C=100 PT 10.84 (322) Q 54.74 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1033 PF 0.83 320 321DQ 19.19 1.728 L 8.00 C=100 PT 11.67 (321) Q 73.93 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1802 PF 1.44 319 320DQ 20.34 1.728 L 8.00 C=100 PT 13.11 (320) Q 94.27 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.2824 PF 2.26 318 319DQ 22.03 1.728 L 8.00 C=100 PT 15.37 (319) Q 116.30 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.4165 PF 3.33 317 318DQ 24.30 1.728 L 8.00 C=100 PT 18.70 (318) Q 140.60 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.5917 PF 4.73 26 317 1.728 L 0.67 C=100 PT 23.43 (317) Q 140.60 F=T F 12.00 PE 0.00 BN2 T 12.67 0.5917 PF 7.50 25 26DQ 140.01 3.314 L 14.83 C=100 PT 30.93 ( 26) Q 280.61 F=6E F 66.00 PE 0.00 NC2 T 80.83 0.0891 PF 7.20 PT 38.13 ( 25) 315 316 1.728 L 7.75 C=100 PT 12.92 (316) Q 20.20 F=0 F 0.00 PE 0.00 BN1 T 7.75 0.0163 PF 0.13 314 315DQ 20.30 1.728 L 8.00 C=100 PT 13.05 (315) Q 40.50 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.0592 PF 0.47 313 314DQ 20.66 1.728 L 8.00 C=100 PT 13.52 (314) Q 61.16 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1268 PF 1.01 312 313DQ 21.42 1.728 L 8.00 C=100 PT 14.53 (313) Q 82.58 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.2211 PF 1.77 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 09-29-2000 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 311 312DQ 22.69 1.728 L 8.00 C=100 PT 16.30 (312) Q 105.27 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.3464 PF 2.77 310 311DQ 24.54 1.728 L 8.00 C=100 PT 19.07 (311) Q 129.81 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.5104 PF 4.08 309 310DQ 27.04 1.728 L 8.00 C=100 PT 23.15 (310) Q 156.85 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.7244 PF 5.80 25 309 1.728 L 0.67 C=100 PT 28.95 (309) Q 156.85 F=T F 12.00 PE 0.00 BN1 T 12.67 0.7244 PF 9.18 24 25DQ 280.61 3.314 L 15.00 C=100 PT 38.13 ( 25) Q 437.47 F=0 F 0.00 PE 0.00 NC1 T 15.00 0.2027 PF 3.04 PT 41.17 ( 24) 307 308 1.728 L 7.75 C=100 PT 32.46 (308) Q 32.02 F=0 F 0.00 PE 0.00 BN2 T 7.75 0.0383 PF 0.30 306 307DQ 32.16 1.728 L 8.00 C=100 PT 32.76 (307) Q 64.18 F=0 F 0.00 PE 0.00 BN T 8.00 0.1387 PF 1.11 305 306 1.728 L 8.00 C=100 PT 33.87 (306) Q 64.18 F=0 F 0.00 PE 0.00 BN T 8.00 0.1387 PF 1.11 304 305 1.728 L 8.00 C=100 PT 34.98 (305) Q 64.18 F=0 F 0.00 PE 0.00 BN T 8.00 0.1387 PF 1.11 303 304 1.728 L 8.00 C=100 PT 36.09 (304) Q 64.18 F=0 F 0.00 PE 0.00 BN T 8.00 0.1387 PF 1.11 302 303 1.728 L 8.00 C=100 PT 37.20 (303) Q 64.18 F=0 F 0.00 PE 0.00 BN T 8.00 0.1387 PF 1.11 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 09-29-2000 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size Sc Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 301 302 1.728 L 8.00 C=100 PT 38.31 (302) Q 64.18 F=0 F 0.00 PE 0.00 BN T 8.00 0.1387 PF 1.11 24 301 1.728 L 0.67 C=100 PT 39.42 (301) Q 64.18 F=T F 12.00 PE 0.00 BN T 12.67 0.1387 PF 1.76 23 24DQ 437.47 3.314 L 59.50 C=100 PT 41.18 ( 24) Q 501.65 F=0 F 0.00 PE 0.00 NC T 59.50 0.2611 PF 15.54 22 23 4.310 L 174.50 C=100 PT 56.72 ( 23) Q 501.65 F=E F 15.00 PE 0.00 FM2 T 189.50 0.0726 PF 13.76 21 22 4.310 L 83.50 C=100 PT 70.48 ( 22) Q 501.65 F=3E/4E F 105.00 PE 5.13 FM1 T 188.50 0.0726 PF 13.69 20 21 4.310 L 15.46 C=100 PT 89.30 ( 21) Q 501.65 F=3E F 45.00 PE 0.00 FM T 60.46 0.0726 PF 4.39 19 20 4.310 L 2.21 C=100 PT 93.69 ( 20) Q 501.65 F=0/0 F 0.00 PE 0.96 FR2 T 2.21 0.0726 PF 0.16 16 19 6.357 L 0.00 C=100 PT 94.81 ( 19) Q 501.65 F=0/0 F 0.00 PE 1.00 FR1 T 0.00 0.0109 PF 0.00 10 16 6.357 L 3.21 C=120 PT 95.81 ( 16) Q 501.65 F=T,GV F 42.00 PE 1.39 FR1 T 45.21 0.0078 PF 0.35 8 10 6.357 L 3.71 C=120 PT 97.55 ( 10) Q 501.65 F=T F 38.00 PE 0.00 FR T 41.71 0.0078 PF 0.33 6 8 6.357 L 5.58 C=120 PT 97.88 ( 8) Q 501.65 F=E/CV F 51.00 PE 0.70 FR T 56.58 0.0078 PF 0.44 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 Location Flow in From To GPM 5 6 4 5 Q 501.65 Q 501.65 3 4DQ 250.00 Q 751.65 COMMENT: Pipe Size IN Fittings Devices 6.155 F=T,GV/3E UN3 8.265 UN1 Equiv Length Ft L 279.00 F 86.00 T 365.00 L 40.00 F=0/0 F 0.00 T 40.00 Friction Loss PSI/Ft C=140 0.0069 C=140 0.0016 09-29-2000 PAGE 7 PT PE PF Pressure Summary PSI 99.02 ( 6) 0.22 2.52 PT 101.76 PE 0.00 PF 0.06 ( 5) 8.265 L 115.00 C=140 PT 101.82 ( 4) F=E,GV F 25.00 PE 0.00 UNl T 140.00 0.0035 PF 0.49 250 G.P.M. ADDED AT NODE 4 FOR OUTSIDE HOSE STREAMS. 2 3 10.275 Q 751.65 1 2 COMMENT: COMMENT: Q 751.65 UN F=0/0 L 2.00.00 F 0.00 T 200.00 C=140 PT 102.31 PE 0.00 0.0012 PF 0.24 ( 3) 10.275 L 0.00 C=140 PT 102.55 ( 2) F=0/0 F 0.00 PE 8.00 UN T 0.00 0.0012 PF 0.00 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 751.65 UN F=T, GV L 23.00 F 78.00 T 101.00 C=140 PT 110.55 ( 1) PE 0.00 0.0012 PF 0.12 PT 110.67 ( 0) 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #4 (DRY) — SECOND FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM CONNECTION TO SITE HYDRANT (NODE #4). IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 362 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 120 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 358.8 GPM REQUIRED AT 102.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 608.8 GPM REQUIRED AT 130.60 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SMITH FIRE SYSTEMS, INC. WATER SUPPLY DATA STATIC 128 PSI RESIDUAL 20 PSI FLOWING 3800 GPM JOB NAME GROUP HEALTH PARKING GARAGE ADDRESS EAST MARGINAL WAY SOUTH TUKWILA WA JOB NO. T1-190 SYSTEM/AREA SYSTEMS #4 - DRY SYSTEM DEMAND • CITY CONNECTION 608.8 GPM AT 113.6 PSI (INCLUDES 250 GPM FOR HOSE STREAMS) SYSTEM DEMAND @ BASE OF RISER VOLUME IN GPM X 375 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 608.8 GPM 124.35 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 406 26.32 18.00 5.62 21.93 407 25.87 18.00 5.62 21.18 408 25.75 18.00 5.62 20.99 410 24.35 18.00 5.62 18.77 411 22.07 18.00 5.62 15.42 412 20.38 18.00 5.62 13.16 413 19.23 18.00 5.62 11.71 414 18.54 18.00 5.62 10.88 415 18.20 18.00 5.62 10.49 416 18.11 18.00 5.62 10.39 418 24.20 18.00 5.62 18.54 419 21.94 18.00 5.62 15.23 420 20.26 18.00 5.62 12.99 421 19.11 18.00 5.62 11.56 422 18.42 18.00 5.62 10.74 423 18.09 18.00 5.62 10.36 424 18.00 18.00 5.62 10.26 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 27 TO 409 358.83 GPM 250.00 GPM 608.83 GPM 113.57 PSI 0.00 PSI 19.27 FPS 09-29-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 SFS JOB#: T1-190 Location From To 423 424 Flow in GPM Q 18.00 Pipe Size IN 1.728 BN2 422 423DQ 18.09 1.728 Q 36.09 BN2 421 422DQ 18.42 1.728 Q 54.51 BN2 420 421DQ 19.11 1.728 Q 73.62 BN2 419 420DQ 20.26 1.728 Q 93.88 BN2 418 419DQ 21.94 1.728 Q 115.81 BN2 417 418DQ 24.20 1.728 Q 140.01 BN2 28 417 1.728 BN2 27 28 3.314 NC1 Q 140.01 Q 140.01 415 416 1.728 BN1 414 415DQ 18.20 1.728 Q 36.32 BN1 Q 18.11 Fittings Devices Equiv Friction Length Loss Ft PSI/Ft L 7.75 F=0 F 0.00 T 7.75 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 8.00 F=0 F 0.00 T 8.00 L 0.67 F=T F 12.00 T 12.67 L 15.00 F=0 F 0.00 T 15.00 L 7.75 F=0 F 0.00 T 7.75 L 8.00 F=0 F 0.00 T 8.00 C=100 0.0132 C=100 0.0478 C=100 0.1025 C=100 0.1788 C=100 0.2802 C=100 0.4133 C=100 0.5871 C=100 0.5871 C=100 0.0246 C=100 0.0134 C=100 0.0484 09-29-2000 PAGE 2 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PT PE PF PT PE PF Pressure Summary PSI 10.26 (424) 0.00 0.10 10.36 (423) 0.00 0.38 10.74 (422) 0.00 0.82 11.56 (421) 0.00 1.43 12.99 (420) 0.00 2.24 15.23 (419) 0.00 3.31 18.54 (418) 0.00 4.70 23.24 (417) 0.00 7.44 30.68 ( 28) 0.00 0.37 31.05 ( 27) 10.39 (416) 0.00 0.10 10.49 (415) 0.00 0.39 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 SFS JOB#: T1-190 Location Flow in From To GPM Pipe Size IN 413 414DQ 18.54 1.728 Q 54.86 BN1 412 413DQ 19.23 1.728 Q 74.09 BN1 411 412DQ 20.38 1.728 Q 94.47 BN1 410 411DQ 22.07 1.728 Q 116.54 BN1 409 410DQ 24.35 1.728 Q 140.89 BN1 27 409 1.728 Q 140.89 BN1 26 27DQ 140.01 3.314 Q 280.90 NC1 407 408 Q 25.75 406 407DQ 25.87 Q 51.61 405 406DQ 26.32 Q 77.93 404 405 Q 77.93 1.728 BN 1.728 BN 1.728 BN 1.728 BN Fittings Devices 09-29-2000 PAGE 3 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 8.00 C=100 PT F=0 F 0.00 PE T 8.00 0.1037 PF 10.88 (414) 0.00 0.83 L 8.00 C=100 PT 11.71 (413) F=0 F 0.00 PE 0.00 T 8.00 0.1809 PF 1.45 L 8.00 C=100 PT 13.16 (412) F=0 F 0.00 PE 0.00 T 8.00 0.2835 PF 2.27 L 8.00 C=100 PT 15.43 (411) F=0 F 0.00 PE 0.00 T 8.00 0.4181 PF 3.34 L 8.00 C=100 PT 18.77 (410) F=0 F 0.00 PE 0.00 T 8.00 0.5939 PF 4.75 L 0.67 C=100 PT 23.52 (409) F=T F 12.00 PE 0.00 T 12.67 0.5939 PF 7.52 L 15.00 C=100 PT 31.04 ( 27) F=0 F 0.00 PE 0.00 T 15.00 0.0893 PF 1.34 PT 32.38 ( 26) L 7.75 C=100 PT 20.99 (408) F=0 F 0.00 PE 0.00 T 7.75 0.0256 PF 0.20 L 8.00 C=100 PT 21.19 (407) F=0 F 0.00 PE 0.00 T 8.00 0.0927 PF 0.74 L 8.00 C=100 PT 21.93 (406) F=0 F 0.00 PE 0.00 T 8.00 0.1986 PF 1.59 L 8.00 C=100 PT 23.52 (405) F=0 F 0.00 PE 0.00 T 8.00 0.1986 PF 1.59 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 09-29-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 403 404 1.728 L 8.00 C=100 PT 25.11 (404) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 402 403 1.728 L 8.00 C=100 PT 26.70 (403) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 401 402 1.728 L 8.00 C=100 PT 28.29 (402) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 26 401 1.728 L 0.67 C=100 PT 29.88 (401) Q 77.93 F=T F 12.00 PE 0.00 BN T 12.67 0.1986 PF 2.52 25 26DQ 280.90 3.314 L 76.75 C=100 PT 32.40 ( 26) Q 358.83 F=6E F 66.00 PE 0.00 NC T 142.75 0.1405 PF 20.06 24 25 3.314 L 70.67 C=100 PT 52.46 ( 25) Q 358.83 F=0 F 0.00 PE 0.00 FM4 T 70.67 0.1405 PF 9.93 23 24 4.310 L 215.67 C=100 PT 62.39 ( 24) Q 358.83 F=6E F 90.00 PE 0.00 FM3 T 305.67 0.0391 PF 11.95 22 23 4.310 L 254.67 C=100 PT 74.34 ( 23) Q 358.83 F=E F 15.00 PE 0.00 FM2 T 269.67 0.0391 PF 10.54 21 22 4.310 L 74.00 C=100 PT 84.88 ( 22) Q 358.83 F=4E F 60.00 PE 5.13 FM1 T 134.00 0.0391 PF 5.24 20 21 4.310 L 13.71 C=100 PT 95.25 ( 21) Q 358.83 F=5E F 75.00 PE 0.00 FM T 88.71 0.0391 PF 3.47 19 20 4.310 L 2.21 C=100 PT 98.72 ( 20) Q 358.83 F=0/0 F 0.00 PE 0.96 FR2 T 2.21 0.0391 PF 0.09 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 09-29-2000 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 15 19 6.357 L 0.00 C=100 PT 99.77 ( 19) Q 358.83 F=0/0 F 0.00 PE 1.00 FR1 T 0.00 0.0059 PF 0.00 COMMENT: 2.31 FEET ELEVATION ADDED FOR 1.0 P.S.I. LOSS THRU COMMENT: 6 INCH GEM F3021 DRY PIPE VALVE. 9 15 6.357 L 3.21 C=120 PT 100.77 ( 15) Q 358.83 F=T,GV F 42.00 PE 1.39 FR1 T 45.21 0.0042 PF 0.19 8 9 6.357 L 0.79 C=120 PT 102.35 ( 9) Q 358.83 F=T F 38.00 PE 0.00 FR T 38.79 0.0042 PF 0.16 6 8 6.357 L 5.58 C=120 PT 102.51 ( 8) Q 358.83 F=E/CV F 51.00 PE 0.70 FR T 56.58 0.0042 PF 0.24 5 6 6.155 L 279.00 C=140 PT 103.45 ( 6) Q 358.83 F=T,GV/3E F 86.00 PE 0.22 UN3 T 365.00 0.0037 PF 1.35 4 5 8.265 L 40.00 C=140 PT 105.02 ( 5) Q 358.83 F=0/0 F 0.00 PE 0.00 UN1 T 40.00 0.0009 PF 0.04 3 4DQ 250.00 8.265 L 115.00 C=140 PT 105.06.( 4) Q 608.83 F=E,GV F 25.00 PE 0.00 UN1 T 140.00 0.0023 PF 0.32 COMMENT: 250 G.P.M. ADDED AT NODE 4 FOR OUTSIDE HOSE STREAMS. 2 3 10.275 Q 608.83 UN L 200.00 C=140 PT 105.38 ( 3) F=0/0 F 0.00 PE 0.00 T 200.00 0.0008 PF 0.16 1 2 10.275 L 0.00 C=140 PT 105.54 ( 2) Q 608.83 F=0/0 F 0.00 PE 8.00 UN T 0.00 0.0008 PF 0.00 COMMENT: 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 608.83 UN L 23.00 C=140 PT 113.54 ( 1) F=T,GV F 78.00 PE 0.00 T 101.00 0.0008 PF 0.08 PT 113.62 ( 0) 5F5 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #5 (DRY) — STAND PIPE SYSTEM HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 14 SPECIFIC RULING: RULING MADE BY: OF DENSITY: 250 G.P.M. @ 100 P.S.I. FROM THE (2) MOST REMOTE HOSE VALVES PLUS 250 G.P.M. FOR EACH ADDITIONAL STANDPIPE AT POINT OF CONNECTION TO COMMON PIPING UP TO 1250 G.P.M. TOTAL FLOW. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 0 GPM IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 0 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 0.00 SQUARE FEET SPRINKLER MANUFACTURER: MODEL: TEMPERATURE: K -FACTOR: ORIFICE SIZE: WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 1,256.5 GPM REQUIRED AT 159.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 1,256.5 GPM REQUIRED AT 173.6 PSI AT CONNECTION TO CITY MAIN (INCLUDING 0 GPM FOR TOTAL HOSE STREAMS) SMITH FIRE SYSTEMS, INC. WATER SUPPLY DATA STATIC 128 PSI RESIDUAL 20 PSI FLOWING 3800 GPM JOB NAME ADDRESS GROUP HEALTH PARKING GARAGE EAST MARGINAL WAY SOUTH TUKWILA WA JOB NO. T1-190 SYSTEM/AREA STAND PIPE SYSTEM 1256.5 GPM AT 173.6 (INCLUDES 0 PSI GPM FOR HOSE STREAMS) SYSTEM DEMAND @ BASE OF RISER 1256.5 GPM AT 159.4 PSI (INCLUDES 0 GPM FOR HOSE STREAMS) VOLUME IN GPM X 375 SUBMITTAL SERIAL NO:2244HY9 09-29-2000 PAGE 1 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 DRY STANDPIPE SYSTEM 100 P.S.I. @ 250 G.P.M. FOR THE (2) MOST REMOTE HOSE VALVES PLUS 250 G.P.M. FOR EACH ADDITIONAL STANDPIPE UP TO 1,250 G.P.M. TOTAL FLOW. FILENAME: T1190SP FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 1256.5 GPM 114.06 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 9 256.48 250.00 25.00 105.25 10 250.00 250.00 25.00 100.00 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 OUTFLOWS AT 5 OUTFLOWS AT 6 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 506.48 GPM 250.00 GPM 250.00 GPM 250.00 GPM 1256.48 GPM 173.59 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 0 TO 1 13.55 FPS SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS J DRY STANDPIPE SYSTEM 100 P.S.I. @ 250 G.P.M. FOR THE (2) PLUS 250 G.P.M. FOR EACH ADDITIONAL UP TO 1,250 G.P.M. TOTAL FLOW. FILENAME: T1190SP Location From To 9 10 Flow in GPM Q 250.00 Pipe Size IN 4.310 NC 8 9DQ 256.48 4.310 Q 506.48 NC 7 8 4.310 FM2 6 7 6.357 Q 506.48 Q 506.48 FM1 5 6DQ 250.00 6.357 Q 756.48 FM1 COMMENT: 250 G.P.M. ADDED OB#: T1-190 Fittings Devices F=0 F=T F=4E F=8E,BV F=0 09-29-2000 PAGE 2 MOST REMOTE HOSE VALVES STANDPIPE Equiv Length Ft L 11.58 F 0.00 T 11.58 L 2.67 F 29.00 T 31.67 L 38.96 F 60.00 T 98.96 L 139.08 F 160.00 T 299.08 Friction Pressure Loss Summary PSI/Ft PSI C=100 0.0200 C=100 0.0739 C=100 0.0739 PT PE PF PT PE PF PT PE PF 100.00 ( 10) 5.02 0.23 105.25 ( 9) 1.16 2.34 108.75 ( 8) 0.00 7.31 C=100 PT 116.06 PE 0.00 0.0111 PF 3.32 ( 7) L 149.58 C=100 PT 119.38 ( 6) F 0.00 PE 0.00 T 149.58 0.0234 PF 3.50 AT NODE 6 FOR ADDITIONAL STANDPIPE. 4 5DQ 250.00 6.357 L 68.83 C=100 PT 122.88 ( 5) Q 1006.48 F=8E F 144.00 PE 0.00 FM1 T 212.83 0.0397 PF 8.45 COMMENT: 250 G.P.M. ADDED AT NODE 5 FOR ADDITIONAL STANDPIPE. 3 4DQ 250.00 6.357 L 215.00 C=100 PT 131.33 ( 4) Q 1256.48 F=T F 38.00 PE 0.00 FM1 T 253.00 0.0598 PF 15.13 COMMENT: 250 G.P.M. ADDED AT NODE 4 FOR ADDITIONAL STANDPIPE. 2 3 Q 1256.48 1 2 Q 1256.48 0 1 Q 1256.48 6.357 FM 6.357 FR 6.155 UN L 51.37 C=100 PT 146.46 ( 3) F=5E/E F 108.00 PE 0.00 T 159.37 0.0598 PF 9.53 F=0/0 F=2E/3E L F T 6.83 0.00 6.83 L 308.00 F 65.00 T 373.00 C=100 0.0598 C=140 0.0376 PT 155.99 ( 2) PE 2.96 PF 0.41 PT 159.36 ( 1) PE 0.22 PF 14.02 PT 173.60 ( 0) 08/21/00 MON 09:42 FAX 253 926 2:35U r1nc. JI JLJJ IJ 5F5 SMITH FIRE SYSTEMS, INC. (2531 926-1880 • FAX (2531 926-2350 1106 54th Avenue East • Tacoma, Washington 98424 August 21, 2000 City of Tukwila Fire Department Attention: MIKE ALDERSON Reference: GROUP HEALTH OFFICE BUILDINGS "A" & "B" SFS Job #: T3-400 Gentlemen: Per NFPA 13 (1996 Edition), Section 5-2.3.2.4: Where listed quick response sprinklers are used throughout, the system area of operation may be reduced with respect to the ceiling height for wet systems, light or ordinary hazard, and maximum 2O' -O" ceiling height. Please confirm that we may apply this rule to the above referenced project located on 12401 East Marginal Way S., Tukwila. We would appreciate your immediate response. Sincerely, SMITH FIRE SYSTEMS, INC. Lorie Cole Designer 09/05.00 TLE 14:03 FAX 253 926 235(1, JYSILM 5F5 SMITH ARE SYSTEMS, INC, (253) 926-1880 FAX (253) 926-2350 1106 54th Avenue East • Tacoma, Washington 88424 September 5, 2000 City of Tukwila Fire Department Attention: MIKE ALDERSON Reference: GROUP HEALTH OFFICE BUILDINGS "A" & "B" SFS Job #: T3-400 Gentlemen: Attached sketches SK -la and SK -1 b show details of the HVAC shaft to the rooftop units at the above referenced project. SFS assumes this shaft does not require sprinkler protection. Please review and confirm that our assumption is correct. We would appreciate your immediate response. Sincerely, SMITH FIRE SYSTEMS, INC. Lorie Cole Designer Attachments: SK -1 a & SK -1 b Total pages: 3 U U1 09/05./00 TUE 14:03 FAA. ;453 nu roan amiin 01D.L.LA • rsj rs‘i—r \ • : F-1 risz :z • t _ • • • — . • ta,s,r 1.... .S...6", I:. ,...S.e. 4 • 2 — •2 • • • • a • • • • & , , . . 4 .? 4 • • . . 4 . . . . .....I... _,,— .....i.•:•:•" g....—;...;.".?. --.7.7:—•••1— .", I i I eilg14.22 1.1 .. . ' trXi 81 nua 13-IRIA ROOF P (F -t •••:••• : _ --• :' ' : 4 A! ,--4--•• 1.• 1 .! ..... ........... i.. ______,,_41..,,_,•,------ 4: • :fl t CY RATED R- ii :::0-rrSHAFr.A0OSE fUNG BY ..... ...... ......... • ifl r 8O'x3O'( 1••• = I• ..... •.• ....... f • ;T. 4: • 52`x486(L) 1-1/2. UP THRu ROO- ic TRANSMON DOWN TO 60.X22.(L) 1-1A2" LINING OW-) : t. !••• :, , a ...... ..... 48%266(0 1/5/ri la TOP Cr OCOC_ ELEV. 34-10 ?j Mu I 51. AR. S.A6 MC. EXTERN e -Cr Our Raid WC.. mJ4$ OUTSIDE ma. KV Of CONC. 'LEV: .14% FROM ii FIR SLAB �4i. EXNDS 4: -0 - OUT 1Retr Cote:. DYS OU 'EWE. i ROW .52%40114 • -,47 'CT CUNC. MR HC&lifaCTIOlf 15 KM r(1.3 PS Tart RATED--/ SHAFT TD BE ACCOUST),ILIT THERIJKLY MAID BY C.C. • r ID IV& 140; PAM EV130- RA - MOD Ir -.o Kr 9. CUM ilVAcbm$5410167,7- I WPC 2raf ILOOB •--•'514n11.) n. ... ,S".. it 41 1101P-7114.1iNbt-.°A7 il La:mm.1/w VV pa....ve,nwirmits W .ev,ti,Mvv:*;,,,,,W,w-Mycwrzwem•im,....; glutr :• • Ft ?MDElICLOSURE TO Va-{ e ucousitourr INFAMY TREATT.D AWE , nzi FMB CR.= EY Cr - ITT 10.. - CrEIBV FIA IMAM .11.-.00 1' MUG 10. -051 amihG lit Mat f.7.2.71.11ft711 eCos 5' Se -1-10N1 5WMT i. 5F5 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. T3-400 BUILDING B DATE 918100 ADDRESS 12401 EAST MARGINAL WAY S. BY LORIE COLE TUKWILA, WA SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: OFFICES HAZARD CLASS PER NFPA 13 : ORDINARY HAZARD GROUP I SPECIFIC RULING: CITY OF TUKWILA RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1005 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE --- GPM OUTSIDE HOSE 250 GPM IN -RACK SPRINKLER DEMAND - GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 ADDED AT: CONNECTION TO CITY WATER MAIN TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 823 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1FR TEMPERATURE: 155 ° F K -FACTOR: 5.6 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 285.47 GPM REQUIRED AT 76.57 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 535.47 GPM REQUIRED AT 87.25 PSI AT CONNECTION TO CITY WATER MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) ti, Contract No.: T3-400 150 135 120 105 90 60 1 HYDRAULIC GRAPH 30 — Static pressure I28.00psi = 285.47gom 535.47gpm with @ 87.25psi hose streams ystem demand curve 3800.00gpm @ N\ imuwnni uuiuu 111111111 111111 11 1 111 1 11 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 6100 800 1200 1600 2000 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 285.47gpm @ 87.25psi System Demand with hose streams: 535.47gpm @ 87.25psi 3200 3600 20.00psi 4000 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 9 4. SPECIFICATION SHEET MODEL 856 /PEHCIJ/ BACKFLOW PREVENTION DOUBLE CHECK DETECTOR ASSEMBLY 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 2 1/2", 3, 4", 6", 8" 175 PSI (1200 KPa) 350 PSI (2400 KPa) 32° F to 140° F (0° C to 60° C) Flanged ANSI 816.1 Class 125 Ductile iron Grade 65-45-12 Fusion epoxy coated internal and external AWWA C550-90 OS & Y resilient wedge gate valves AWWA C509 Bronze 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 Listed (Std. 1048) • ANSI/AWWA Conformance (C510-89) • CAN/CSA (B64.5) • FM • UL* • 21/2" - 8" in Horizontal Configuration ONLY Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. • 4" and 6" (Vertical Up) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. • At this time UL does not make a distinction between vertical and horizontal installations. Model 856 Flow Curves ' ea. oss (0; •ea. Loss PSI; ' ea. oss (O; 15 10 5 15 10 5 15 10 5 2 1/2" and 3" MMEE.Mu....u.....M.■.MMM..M.u.EEOO...MM.MMu....... uu.0 iuM.E....uuuu►i.1nar.MM.M.uuuVan.MM.. .u.......■.EOM..EE.O.M•.uiu u4.M.M..M.....ri..M.ui u.M.■MMM..MOMN.O.M■...u...!!!•...M■.- .. .....UUU - -- -- LmosiMMOMMINIMMOMMEMMMOMMEMMEM !, 4MME...E....EE...M.■.MMM.MMM....MO....M.M.U.O.U... MMOMMIIMMMOMMEMOMMEMMOMMOMMEMOMMOMEMMEMMIMMEMOMMEMM 0 80 160 240 320 400 GPM 4" and 6" MIIMMEMOMMOOMOMMOMMEMMEMEMOMMOMMEMMOMMEMOMMOMMEMEM !IM SOMME _ �.uuM ii-iiiiiiui.aiiiiiiiiiiii SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING B - FIRST FLOOR HYDRAULICALLY MOST DEMANDING AREA DESIGN DENSITY: .15 GPM / 1005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 285.47 GPM AT 76.57 PSI Contract No.: T3-400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING B - 1ST FLOOR Date: 09/07/00 12:48:48 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1005ft2 (Actual 1040ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 13 Outside Hose Streams: 250.O0gpm Total Hose Streams: 250.O0gpm Total Water Required: 535.47gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 893.46gal Maximum Velocity Above Ground: 15.96ft/sec between nodes 378 and 280 Maximum Velocity Under Ground: 2.96ft/sec between nodes 5 and 13 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.12psi 87.25psi 37.87psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIE COLE Address: 1106 54TH AVENUE E. TACOMA,WA 98424 Authority Having Jurisdiction: TUKWILA © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 1 4. Contract No.: T3-400 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 125.12psi 285.47gpm SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) 87.25psi DENSITY (gpm/ft2) SPR 1082 SPR 1126 SPR 1128 SPR 1149 SPR 1150 SPR 1151 SPR 1152 SPR 1189 SPR 1190 SPR 1191 SPR 1192 SPR 1211* SPR 1212 28.06gpm 29.49gpm 22.16gpm 21.06gpm 21.06gpm 21.14gpm 21.41gpm 20.37gpm 20.37gpm 20.47gpm 20.77gpm 19.50gpm 19.59gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm * Most demanding sprinkler. 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 25.11psi 27.74psi 15.66psi 14.15psi 14.15psi 14.26psi 14.62psi 13.23psi 13.23psi 13.36psi 13.76psi 12.13psi 12.23psi 0.215874 0.226867 0.170466 0.162015 0.162019 0.162643 0.164725 0.156674 0.156702 0.157481 0.159792 0.15 0.15067 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 2 Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 16 12-7 Tee 40.29psi 76 12-7 Tee 35.62psi 77 12-7 Tee 40.35psi 136 12-7 Tee 35.56psi 139 12-7 Tee 40.52psi 198 12-7 Tee 35.39psi 199 12-7 Tee 40.95psi 258 12-7 Tee 34.96psi 4 -21-0 Tee 87.25psi 5 -21-0 G= -0.01,Q 87.22psi 266 12-7 Tee 34.51psi 270 12-7 Tee 41.44psi 280 12-7 Tee 50.42psi 356 4-6-1/8 Tee 69.82psi 378 8-3-7/8 57.17psi 13 2-0 Elbow 76.57psi 440 12-7 Tee 38.74psi 496 12-7 Tee 32.53psi 548 12-7 Tee 37.05psi 601 12-7 Tee 30.50psi 616 12-7 Cross 28.64psi 622 12-7 Tee 16.36psi 626 12-7 Tee 36.28psi 653 12-7 Tee 25.62psi 654 12-7 Tee 14.24psi 655 12-7 Tee 14.11psi 656 12-7 Tee 14.11psi 658 12-7 Tee 14.23psi 659 12-7 Tee 14.62psi 681 12-7 Tee 29.12psi 682 12-7 Tee 36.04psi 710 12-7 Tee 13.21psi 711 12-7 Tee 13.13psi 712 12-7 Tee 13.13psi 714 12-7 Tee 13.28psi 715 12-7 Tee 13.70psi 737 12-7 Tee 28.66psi 745 12-7 Tee 11.95psi 746 12-7 Tee 12.06psi 747 12-7 Tee 13.01psi 1 -21-0 Source 87.25psi 285.47gpm 1082 10-0 K=5.6 25.11psi 28.06gpm 1126 10-0 K=5.6 27.74psi 29.49gpm 1128 10-0 K=5.6 15.66psi 22.16gpm 1149 10-0 K=5.6 14.15psi 21.06gpm 1150 10-0 K=5.6 14.15psi 21.06gpm 1151 10-0 K=5.6 14.26psi 21.14gpm 1152 10-0 K=5.6 14.62psi 21.41gpm 1189 10-0 K=5.6 13.23psi 20.37gpm © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 3 Contract No.: T3-400 1190 10-0 K=5.6 13.23psi 20.37gpm 1191 10-0 K=5.6 13.36psi 20.47gpm 1192 10-0 K=5.6 13.76psi 20.77gpm 1211 10-0 K=5.6 12.13psi 19.50gpm 1212 10-0 K=5.6 12.23psi 19.59gpm 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 4 Contract No.: T3-400 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 1.0490 19.50gpm 7.24ft/sec C=120 0.1242 2-7 Pf 0.94psi 1211 10-0 19.50gpm 5.6 12.13psi K=5.6 5-0 Pe 1.12psi 745 12-7 11.95psi Tee 7-7 Pv BL 1.5360 19.50gpm 3.38ft/sec C=120 0.0194 6-0 Pf 0.12psi 745 12-7 11.95psi Pe 746 12-7 12.06psi 6-0 Pv BL 1.5360 39.09gpm 6.77ft/sec C=120 0.0702 3-4 Pf 0.94psi 746 12-7 12.06psi 10-1% Pe 747 12-7 13.01psi Tee 13-5% Pv CM3 1.7280 39.09gpm 5.35ft/sec C=120 0.0395 5-3 Pf 0.21psi 747 12-7 13.01psi Pe 710 12-7 13.21psi 5-3 Pv CM3 1.7280 54.55gpm 7.46ft/sec C=120 0.0733 14-0 Pf 1.03psi 710 12-7 13.21psi Pe 654 12-7 14.24psi 14-0 Pv CM3 1.7280 73.85gpm 10.10ft/sec C=120 0.1283 10-10N Pf 2.12psi 654 12-7 14.24psi 5-7% Pe 622 12-7 16.36psi Elbow 16-6'1 Pv CM3 1.7280 96.01gpm 13.13ft/sec C=120 0.2085 38-9% Pf 9.26psi 622 12-7 16.36psi 5-7% Pe 653 12-7 25.62psi Elbow 44-5 Pv CM3 1.7280 46.72gpm 6.39ft/sec C=120 0.0550 166-10% Pf 10.42psi 653 12-7 25.62psi 22-7 Pe 682 12-7 36.04psi 2T 189-5% Pv CM1 2.2030 46.72gpm 3.93ft/sec C=120 0.0169 14-0 Pf 0.24psi 682 12-7 36.04psi Pe 626 12-7 36.28psi 14-0 Pv CM1 2.2030 96.01gpm 8.08ft/sec C=120 0.0639 12-0 Pf 0.77psi 626 12-7 36.28psi Pe 548 12-7 37.05psi 12-0 Pv CM1 2.2030 135.70gpm 11.42ft/sec C=120 0.1212 14-0 Pf 1.70psi 548 12-7 37.05psi Pe 440 12-7 38.74psi 14-0 Pv CM1 2.2030 155.96gpm 13.13ft/sec C=120 0.1568 17-2 Pf 2.69psi 440 12-7 38.74psi Pe 270 12-7 41.44psi 17-2 Pv FM 2.7030 244.81gpm 13.69ft/sec C=120 0.1333 39-4% Pf 8.98psi 270 12-7 41.44psi Tee 27-11% Pe 280 12-7 50.42psi Elbow 67-4'1 Pv FM 2.7030 285.47gpm 15.96ft/sec C=120 0.1772 9-0-3/8 Pf 4.90psi 280 12-7 50.42psi 18-7% Pe-1.85psi 378 8-3-7/8 57.17psi 2E 27-8% Pv FR 2.7030 285.47gpm 15.96ft/sec C=120 0.1772 4-7-1/8 Pf 11.00psi 378 8-3-7/8 57.17psi 57-6-1/8 Pe-1.65psi 356 4-6-1/8 69.82psi F=-1.93,E,2T 62-1% Pv FR 4.3100 285.47gpm 6.28ft/sec C=120 0.0183 7-11-1/8 Pf 5.65psi 356 4-6-1/8 69.82psi 44-5'1 Pe-1.09psi 13 2-0 76.57psi X,B=-5,E 49-9'-f Pv UG 6.2800 285.47gpm 2.96ft/sec C=140 0.0022 186-7 Pf 0.68psi 13 2-0 76.57psi 122-11 Pe-9.97psi 5 -21-0 87.22psi 2E,T,2G=-0.01,2Q 309-6'1 Pv UG 8.3900 285.47gpm 1.66ft/sec C=140 0.0005 1-0 Pf 0.03psi 5 -21-0 87.22psi 56-2-5/8 Pe 4 -21-0 87.25psi Tee 57-2-5/8 Pv 6601997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 5 Contract No.: T3-400 4' © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 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 UG 10.4000 285.47gpm 1.08ft/sec C=140 0.0002 2-6 Pf 0.00psi 4 -21-0 87.25psi Pe 1 -21-0 87.25psi Source 2-6 Pv DR 1.0490 19.59gpm 7.27ft/sec C=120 0.1252 2-7 Pf 0.95psi 1212 10-0 19.59gpm 5.6 12.23psi K=5.6 5-0 Pe 1.12psi 746 12-7 12.06psi Tee 7-7 Pv DR 1.0490 20.37gpm 7.56ft/sec C=120 0.1346 2-7 Pf 1.02psi 1189 10-0 20.37gpm 5.6 13.23psi K=5.6 5-0 Pe 1.12psi 711 12-7 13.13psi Tee 7-7 Pv BL 1.7280 4.90gpm 0.67ft/sec C=120 0.0008 6-0 Pf 0.01psi 711 12-7 13.13psi Pe 712 12-7 13.13psi 6-0 Pv BL 1.7280 25.28gpm 3.46ft/sec C=120 0.0177 8-0 Pf 0.14psi 712 12-7 13.13psi Pe 714 12-7 13.28psi 8-0 Pv BL 1.7280 45.75gpm 6.26ft/sec C=120 0.0529 8-0 Pf 0.42psi 714 12-7 13.28psi Pe 715 12-7 13.70psi 8-0 Pv BL 1.7280 66.52gpm 9.10ft/sec C=120 0.1058 130-211 Pf 14.96psi 715 12-7 13.70psi 11-311 Pe 737 12-7 28.66psi Tee 141-6 Pv CM2 2.2030 66.52gpm 5.60ft/sec C=120 0.0324 14-0 Pf 0.45psi 737 12-7 28.66psi Pe 681 12-7 29.12psi 14-0 Pv CM2 2.2030 131.90gpm 11.10ft/sec C=120 0.1150 12-0 Pf 1.38psi 681 12-7 29.12psi Pe 601 12-7 30.50psi 12-0 Pv CM2 2.2030 149.77gpm 12.61ft/sec C=120 0.1454 14-0 Pf 2.04psi 601 12-7 30.50psi Pe 496 12-7 32.53psi 14-0 Pv BL 1.7280 20.26gpm 2.77ft/sec C=120 0.0117 394-1;1 Pf 6.21psi 496 12-7 32.53psi Tee 135-511 Pe 440 12-7 38.74psi 5T,12E 529 -Th Pv DR 1.0490 20.37gpm 7.56ft/sec C=120 0.1346 2-7 Pf 1.02psi 1190 10-0 20.37gpm 5.6 13.23ps1 K=5.6 5-0 Pe 1.12psi 712 12-7 13.13psi Tee 7-7 Pv DR 1.0490 20.47gpm 7.60ft/sec C=120 0.1359 2-7 Pf 1.03psi 1191 10-0 20.47gpm 5.6 13.36psi K=5.6 5-0 Pe 1.12psi 714 12-7 13.28psi Tee 7-7 Pv DR 1.0490 20.77gpm 7.71ft/sec C=120 0.1396 2-7 Pf 1.06psi 1192 10-0 20.77gpm 5.6 13.76psi K=5.6 5-0 Pe 1.12psi 715 12-7 13.70psi Tee 7-7 Pv DR 1.0490 21.06gpm 7.82ft/sec C=120 0.1432 2-7 Pf 1.09psi 1149 10-0 21.06gpm 5.6 14.15psi K=5.6 5-0 Pe 1.12psi 655 12-7 14.11psi Tee 7-7 Pv BL 1.7280 1.76gpm 0.24ft/sec C=120 0.0001 6-0 Pf 0.00psi 655 12-7 14.11psi Pe. 656 12-7 14.11psi 6-0 Pv BL 1.7280 22.82gpm 3.12ft/sec C=120 0.0146 8-0 Pf 0.12psi 656 12-7 14.11psi Pe 658 12-7 14.23psi 8-0 Pv BL 1.7280 43.97gpm 6.02ft/sec C=120 0.0492 8-0 Pf 0.39psi 658 12-7 14.23psi Pe 659 12-7 14.62psi 8-0 Pv 4' © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 6 Contract No.: T3-400 CO 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 7 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 65.38gpm 8.94ft/sec C=120 0.1024 130-2'1 11-3 141-6 Pf 14.49psi Pe Pv 659 12-7 681 12-7 14.62psi 29.12psi Tee DR 1.0490 21.06gpm 7.82ft/sec C=120 0.1432 2-7 5-0 7-7 Pf 1.09psi Pe 1.12psi Pv 1150 10-0 656 12-7 21.06gpm 5.6 14.15psi 14.11psi K=5.6 Tee DR 1.0490 21.14gpm 7.85ft/sec C=120 0.1442 2-7 5-0 7-7 Pf 1.09psi Pe 1.12psi Pv 1151 10-0 658 12-7 21.14gpm 5.6 14.26psi 14.23psi K=5.6 Tee DR 1.0490 21.41gpm 7.95ft/sec C=120 0.1477 2-7 5-0 7-7 Pf 1.12psi Pe 1.12psi Pv 1152 10-0 659 12-7 21.41gpm 5.6 14.62psi 14.62psi K=5.6 Tee DR 1.0490 22.16gpm 8.23ft/sec C=120 0.1573 4-7 7-0 11-7 Pf 1.82psi Pe 1.12psi Pv 1128 10-0 622 12-7 22.16gpm 5.6 15.66psi 16.36psi K=5.6 E,T DR 1.0490 28.06gpm 10.42ft/sec C=120 0.2435 12-1 7-0 19-1 Pf 4.65psi Pe 1.12psi Pv 1082 10-0 616 12-7 28.06gpm 5.6 25.11psi 28.64psi K=5.6 E,X BL 1.7280 17.87gpm 2.44ft/sec C=120 0.0093 177-0;•1 22-7 199-7;1 Pf 1.85psi Pe Pv 616 12-7 601 12-7 28.64psi 30.50psi 2E,T_ DR 1.0490 29.49gpm 10.95ft/sec C=120 0.2670 2-7 5-0 7-7 Pf 2.02psi Pe 1.12psi Pv 1126 10-0 616 12-7 29.49gpm 5.6 27.74psi 28.64psi K=5.6 Cross BL 1.7280 39.69gpm 5.43ft/sec C=120 0.0407 178-5 28-2k 206-7% Pf 8.41psi Pe Pv 616 12-7 548 12-7 28.64psi 37.05psi E,2T BL 1.7280 19.30gpm 2.64ft/sec C=120 0.0107 0-8k 11-3'1 11-11k Pf 0.13psi Pe Pv 655 12-7 654 12-7 14.11psi 14.24psi Tee BL 1.7280 15.46gpm 2.12ft/sec C=120 0.0071 0-8k 11-3 11-11k Pf 0.09psi Pe Pv 711 12-7 710 12-7 13.13psi 13.21psi Tee BL 1.7280 49.29gpm 6.74ft/sec C=120 0.0607 152-10k 22-7 175-5% Pf 10.66psi Pe Pv 653 12-7 626 12-7 25.62psi 36.28psi Tee Tee CM2 2.2030 129.51gpm 10.90ft/sec C=120 0.1111 17-9 17-9 Pf 1.97psi Pe Pv 496 12-7 266 12-7 32.53psi 34.51psi BL 1.7280 40.66gpm 5.56ft/sec C=120 0.0425 317-7% Pf 15.91psi Pe Pv 266 12-7 280 12-7 34.51psi 50.42psi Tee 6E,T 56-5-3/8 374-1-1/8 CM2 2.2030 88.85gpm 7.48ft/sec C=120 0.0554 8-3 Pf 0.46psi Pe Pv 266 12-7 258 12-7 34.51psi 34.96psi 8-3 BL 1.7280 24.14gpm 3.30ft/sec C=120 0.0162 346-5 Pf 5.98psi Pe Pv 258 12-7 199 12-7 34.96psi 40.95psi Tee Tee 22-7 369-0'1 CM1 2.2030 88.85gpm 7.48ft/sec C=120 0.0554 8-10 Pf 0.49psi Pe Pv 199 12-7 270 12-7 40.95psi 41.44psi 8-10 CO 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 7 Contract No.: T3-400 4 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 8 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 2.2030 64.71gpm 5.45ft/sec C=120 0.0308 14-0 Pf 0.43psi 258 12-7 34.96psi Pe 198 12-7 35.39psi 14-0 Pv BL 1.7280 22.20gpm 3.04ft/sec C=120 0.0139 346-511 Pf 5.12psi 198 12-7 35.39psi Tee 22-7 Pe 139 12-7 40.52psi Tee 369-011 Pv CM1 2.2030 64.71gpm 5.45ft/sec C=120 0.0308 14-0 Pf 0.43psi 139 12-7 40.52psi Pe 199 12-7 40.95psi 14-0 Pv CM2 2.2030 42.51gpm 3.58ft/sec C=120 0.0142 12-0 Pf 0.17psi 198 12-7 35.39psi Pe 136 12-7 35.56psi 12-0 Pv CM2 2.2030 21.12gpm 1.78ft/sec C=120 0.0039 14-0 Pf 0.05psi 136 12-7 35.56psi Pe 76 12-7 35.62psi 14-0 Pv BL 1.7280 21.12gpm 2.89ft/sec C=120 0.0127 346-511 Pf 4.67psi 76 12-7 35.62psi Tee 22-7 Pe 16 12-7 40.29psi Tee 369-011 Pv CM1 2.2030 21.12gpm 1.78ft/sec C=120 0.0039 14-0 Pf 0.05psi 16 12-7 40.29psi Pe 77 12-7 40.35psi 14-0 Pv CM1 2.2030 42.51gpm 3.58ft/sec C=120 0.0142 12-0 Pf 0.17psi 77 12-7 40.35psi Pe 139 12-7 40.52psi 12-0 Pv BL 1.7280 21.39gpm 2.93ft/sec C=120 0.0130 346-511 Pf 4.78psi 136 12-7 35.56psi Tee 22-7 Pe 77 12-7 40.35psi Tee 369-0' Pv Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: ft/sec Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe 4 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:48:58 Page 8 SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING B - 1ST FLOOR SHIFTED ONCE TOWARDS CM1 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 277.56 GPM AT 68.89 PSI • Contract No.: T3-400 150 135 120 105 90 Q J75 60 45 30 15 0 000 800 1200 1600 HYDRAULIC GRAPH 2000 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 277.56gpm @ 79.54psi System Demand with hose streams: 527.56gpm 79.54psi 3200 3600 20.00psi 4000 C 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 Page 9 - Static pressure 128.00psi 527.56gpm with hose streams _ 277.56gpm @ 79.54psi System demand curve 3800.O0gpm :) • ®111iiiii wow' IIIi11111 111111111 111111111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 277.56gpm @ 79.54psi System Demand with hose streams: 527.56gpm 79.54psi 3200 3600 20.00psi 4000 C 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 Page 9 Contract No.: T3.400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING B - 1ST FLOOR - Shifted once towards CM1 Date: 09/07/00 12:49:39 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1005ft2 (Actual 1040ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 13 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 527.56gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 893.46ga1 Maximum Velocity Above Ground: 15.52ft/sec between nodes 378 and 280 Maximum Velocity Under Ground: 2.87ft/sec between nodes 5 and 13 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.20psi 79.54psi 45.66psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIS COLE Address: 1106 54TH AVENUE E. TACOMA,WA 98424 Authority Having Jurisdiction: TUKWILA 01997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:07 Page 1 Contract No.: T3-400 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 3800.00gpm 125.20psi 277.56gpm 79.54psi SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL MINIMUM FLOW FLOW K -FACTOR PRESSURE DENSITY (gpm) (gpm) (psi) (gpm/ft2) SPR 1082 22.23gpm 19.50gpm 5.60 15.75psi 0.170976 SPR 1102 23.38gpm 19.50gpm 5.60 17.43psi 0.179817 SPR 1103 23.43gpm 19.50gpm 5.60 17.50psi 0.180193 SPR 1126 23.40gpm 19.50gpm 5.60 17.45psi 0.179965 SPR 1128 21.59gpm 19.50gpm 5.60 14.87psi 0.16609 SPR 1149 20.97gpm 19.50gpm 5.60 14.02psi 0.161283 SPR 1150 20.98gpm 19.50gpm 5,60 14.03psi 0.161366 SPR 1151 21.11gpm 19.50gpm 5.60 14.21psi 0.162397 SPR 1189 20.41gpm 19.50gpm 5.60 13.28psi 0.156969 SPR 1190 20.42gpm 19.50gpm 5.60 13.30psi 0.157102 SPR 1191 20.58gpm 19.50gpm 5.60 13.50psi 0.158285 SPR 1211* 19.50gpm 19.50gpm 5.60 12.13psi 0.15 SPR 1212 19.59gpm 19.50gpm 5.60 12.23psi 0.15067 * Most demanding sprinkler. © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:07 Page 2 Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS (Foot) PRESSURE DISCHARGE (psi) (gpm) 16 76 77 136 139 198 199 258 4 5 266 270 280 356 378 13 440 496 548 574 575 601 616 622 626 653 654 655 656 658 681 682 710 711 712 714 737 745 746 747 1 1082 1102 1103 1126 1128 1149 1150 1151 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 -21-0 -21-0 12-7 12-7 12-7 4-6-1/8 8-3-7/8 2-0 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 -21-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 Tee Tee Tee Tee Tee Tee Tee Tee Tee G= -0.01,Q Tee Tee Tee Tee Elbow Tee Tee Tee Tee Tee Tee Cross Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Source K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 33.97psi 29.57psi 34.02psi 29.52psi 34.18psi 29.36psi 34.59psi 28.95psi 79.54psi 79.51psi 28.52psi 35.05psi 43.58psi 62.18psi 50.09psi 68.89psi 32.48psi 26.66psi 30.86psi 17.62psi 17.70psi 24.74psi 17.65psi 15.48psi 30.29psi 22.37psi 14.03psi 13.98psi 13.99psi 14.18psi 23.86psi 30.12psi 13.21psi 13.18psi 13.21psi 13.42psi 23.57psi 11.95psi 12.06psi 13.01psi 79.54psi 15.75psi 17.43psi 17.50psi 17.45psi 14.87psi 14.02psi 14.03psi 14.21psi 277.56gpm 22.23gpm 23.38gpm 23.43gpm 23.40gpm 21.59gpm 20.97gpm 20.98gpm 21.11gpm © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:07 Page 3 Contract No.: T3-400 1189 10-0 K=5.6 13.28psi 20.41gpm 1190 10-0 K=5.6 13.30psi 20.42gpm 1191 10-0 K=5.6 13.50psi 20.58gpm 1211 10-0 K=5.6 12.13psi 19.50gpm 1212 10-0 K=5.6 12.23psi 19.59gpm 16 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:07 Page 4 Contract No.: T3-400 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 1.0490 19.50gpm 7.24ft/sec C=120 0.1242 2-7 Pf 0.94psi 1211 10-0 19.50gpm 5.6 12.13psi K=5.6 5-0 Pe 1.12psi 745 12-7 11.95psi Tee 7-7 Pv BL 1.5360 19.50gpm 3.38ft/sec C=120 0.0194 6-0 Pf 0.12psi 745 12-7 11.95psi Pe 746 12-7 12.06psi 6-0 Pv BL 1.5360 39.09gpm 6.77ft/sec C=120 0.0702 3-4 Pf 0.94psi 746 12-7 12.06psi 10-1% Pe 747 12-7 13.01psi Tee 13-5% Pv CM3 1.7280 39.09gpm 5.35ft/sec C=120 0.0395 5-3 Pf 0.21psi 747 12-7 13.01psi Pe 710 12-7 13.21psi 5-3 Pv CM3 1.7280 48.16gpm 6.59ft/sec C=120 0.0582 14-0 Pf 0.81psi 710 12-7 13.21psi Pe 654 12-7 14.03psi 14-0 Pv CM3 1.7280 60.20gpm 8.24ft/sec C=120 0.0879 10-10% Pf 1.45psi 654 12-7 14.03psi 5-7% Pe 622 12-7 15.48psi Elbow 16-6% Pv CM3 1.7280 81.79gpm 11.19ft/sec C=120 0.1550 38-9% Pf 6.88psi 622 12-7 15.48psi 5-7% Pe 653 12-7 22.37psi Elbow 44-5 Pv CM3 1.7280 39.80gpm 5.45ft/sec C=120 0.0409 166-10% Pf 7.75psi 653 12-7 22.37psi 22-7 Pe 682 12-7 30.12psi 2T 189-5% Pv CM1 2.2030 39.80gpm 3.35ft/sec C=120 0.0125 14-0 Pf 0.18psi 682 12-7 30.12psi Pe 626 12-7 30.29psi 14-0 Pv CM1 2.2030 81.79gpm 6.88ft/sec C=120 0.0475 12-0 Pf 0.57psi 626 12-7 30.29psi Pe 548 12-7 30.86psi 12-0 Pv CM1 2.2030 132.47gpm 11.15ft/sec C=120 0.1159 14-0 Pf 1.62psi 548 12-7 30.86psi Pe 440 12-7 32.48psi 14-0 Pv CM1 2.2030 152.04gpm 12.80ft/sec C=120 0.1496 17-2 Pf 2.57psi 440 12-7 32.48psi Pe 270 12-7 35.05psi 17-2 Pv FM 2.7030 238.09gpm 13.31ft/sec C=120 0.1266 39-4% Pf 8.53psi 270 12-7 35.05psi Tee 27-11% Pe 280 12-7 43.58psi Elbow 67-4% Pv FM 2.7030 277.56gpm 15.52ft/sec C=120 0.1682 9-0-3/8 Pf 4.66psi 280 12-7 43.58psi 18-7% Pe-1.85psi 378 8-3-7/8 50.09psi 2E 27-8% Pv FR 2.7030 277.56gpm 15.52ft/sec C=120 0.1682 4-7-1/8 Pf 10.44psi 378 8-3-7/8 50.09psi 57-6-1/8 Pe-1.65psi 356 4-6-1/8 62.18psi F=-1.83,E,2T 62-14 Pv FR 4.3100 277.56gpm 6.10ft/sec C=120 0.0173 7-11-1/8 Pf 5.62psi 356 4-6-1/8 62.18psi 44-5% Pe-1.09psi 13 2-0 68.89psi X,B=-5,E 49-9% Pv UG 6.2800 277.56gpm 2.87ft/sec C=140 0.0021 186-7% Pf 0.65psi 13 2-0 68.89psi 122-11 Pe-9.97psi 5 -21-0 79.51psi 2E,T,2G=-0.01,2Q 309-6% Pv UG 8.3900 277.56gpm 1.61ft/sec C=140 0.0005 1-0 Pf 0.03psi 5 -21-0 79.51psi 56-2-5/8 Pe 4 -21-0 79.54psi Tee 57-2-5/8 Pv 66 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 Page 5 Contract No.: T3-400 k © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 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 UG 10.4000 277.56gpm 1.05ft/sec C=140 0.0002 2-6 Pf 0.00psi 4 -21-0 79.54psi Pe 1 -21-0 79.54psi Source 2-6 Pv DR 1.0490 19.59gpm 7.27ft/sec C=120 0.1252 2-7 Pf 0.95psi 1212 10-0 19.59gpm 5.6 12.23psi K=5.6 5-0 Pe 1.12psi 746 12-7 12.06psi Tee 7-7 Pv DR 1.0490 20.41gpm 7.58ft/sec C=120 0.1351 2-7 Pf 1.02psi 1189 10-0 20.41gpm 5.6 13.28psi K=5.6 5-0 Pe 1.12psi 711 12-7 13.18psi Tee 7-7 Pv BL 1.7280 9.07gpm 1.24ft/sec C=120 0.0027 0-8% Pf 0.03psi 711 12-7 13.18psi 11-311 Pe 710 12-7 13.21psi Tee 11-1P Pv DR 1.0490 20.42gpm 7.58ft/sec C=120 0.1353 2-7 Pf 1.03psi 1190 10-0 20.42gpm 5.6 13.30psi K=5.6 5-0 Pe 1.12psi 712 12-7 13.21psi Tee 7-7 Pv BL 1.7280 31.76gpm 4.34ft/sec C=120 0.0269 8-0 Pf 0.22psi 712 12-7 13.21psi Pe 714 12-7 13.42psi 8-0 Pv BL 1.7280 52.34gpm 7.16ft/sec C=120 0.0679 138-211 Pf 10.14psi 714 12-7 13.42psi 11-311 Pe 737 12-7 23.57psi Tee 149-6 Pv CM2 2.2030 52.34gpm 4.41ft/sec C=120 0.0208 14-0 Pf 0.29psi 737 12-7 23.57psi Pe 681 12-7 23.86psi 14-0 Pv CM2 2.2030 103.35gpm 8.70ft/sec C=120 0.0732 12-0 Pf 0.88psi 681 12-7 23.86psi Pe 601 12-7 24.74psi 12-0 Pv CM2 2.2030 145.10gpm 12.21ft/sec C=120 0.1372 14-0 Pf 1.92psi 601 12-7 24.74psi Pe 496 12-7 26.66psi 14-0 Pv BL 1.7280 19.58gpm 2.68ft/sec C=120 0.0110 394-1 Pf 5.83psi 496 12-7 26.66psi Tee 135-5% Pe 440 12-7 32.48psi 5T,12E 529-7k Pv DR 1.0490 20.58gpm 7.64ft/sec C=120 0.1372 2-7 Pf 1.04psi 1191 10-0 20.58gpm 5.6 13.50psi K=5.6 5-0 Pe 1.12psi 714 12-7 13.42psi Tee 7-7 Pv DR 1.0490 20.97gpm 7.78ft/sec C=120 0.1420 2-7 Pf 1.08psi 1149 10-0 20.97gpm 5.6 14.02psi K=5.6 5-0 Pe 1.12psi 655 12-7 13.98psi Tee 7-7 Pv BL 1.7280 8.92gpm 1.22ft/sec C=120 0.0026 6-0 Pf 0.02psi 655 12-7 13.98psi Pe 656 12-7 13.99psi 6-0 Pv BL 1.7280 29.90gpm 4.09ft/sec C=120 0.0241 8-0 Pf 0.19psi 656 12-7 13.99psi Pe 658 12-7 14.18psi 8-0 Pv BL 1.7280 51.0lgpm 6.98ft/sec C=120 0.0647 138-211 Pf 9.67psi 658 12-7 14.18psi 11-311 Pe 681 12-7 23.86psi Tee 149-6 Pv DR 1.0490 20.98gpm 7.79ft/sec C=120 0.1421 2-7 Pf 1.08psi 1150 10-0 20.98gpm 5.6 14.03psi K=5.6 5-0 Pe 1.12psi 656 12-7 13.99psi Tee 7-7 Pv DR 1.0490 21.11gpm 7.84ft/sec C=120 0.1438 2-7 Pf 1.09psi 1151 10-0 21.11gpm 5.6 14.21psi K=5.6 5-0 Pe 1.12psi 658 12-7 14.18psi Tee 7-7 Pv k © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 Page 6 Contract No.: T3-400 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 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 DR 1.0490 21.59gpm 8.02ft/sec C=120 0.1499 4-7 7-0 11-7 Pf 1.74psi Pe 1.12psi Pv 1128 10-0 622 12-7 21.59gpm 5.6 14.87psi 15.48psi K=5.6 E,T DR 1.0490 22.23gpm 8.25ft/sec C=120 0.1582 12-1 7-0 19-1 Pf 3.02psi Pe 1.12psi Pv 1082 10-0 616 12-7 22.23gpm 5.6 15.75psi 17.65psi K=5.6 E,X BL 1.7280 50.67gpm 6.93ft/sec C=120 0.0639 178-5 28-24 206-74 Pf 13.21psi Pe Pv 616 12-7 548 12-7 17.65psi 30.86psi E,2T DR 1.0490 23.38gpm 8.68ft/sec C=120 0.1737 2-7 5-0 7-7 Pf 1.32psi Pe 1.12psi Pv 1102 10-0 574 12-7 23.38gpm 5.6 17.43psi 17.62psi K=5.6 Tee BL 1.7280 5.05gpm 0.69ft/sec C=120 0.0009 22-10 11-34 34-14 Pf 0.03psi Pe Pv 574 12-7 616 12-7 17.62psi 17.65psi 2E DR 1.0490 23.40gpm 8.69ft/sec C=120 0.1739 2-7 5-0 7-7 Pf 1.32psi Pe 1.12psi Pv 1126 10-0 616 12-7 23.40gpm 5.6 17.45psi 17.65psi K=5.6 Cross DR 1.0490 23.43gpm 8.70ft/sec C=120 0.1743 2-7 5-0 7-7 Pf 1.32psi Pe 1.12psi Pv 1103 10-0 575 12-7 23.43gpm 5.6 17.50psi 17.70psi K=5.6 Tee BL 1.7280 41.75gpm 5.71ft/sec C=120 0.0447 146-24 11-34 157-6 Pf 7.04psi Pe Pv 575 12-7 601 12-7 17.70psi 24.74psi Tee BL 1.7280 12.05gpm 1.65ft/sec C=120 0.0045 0-84 11-34 11-11i Pf 0.05psi Pe Pv 655 12-7 654 12-7 13.98psi 14.03psi Tee BL 1.7280 11.34gpm 1.55ft/sec C=120 0.0040 6-0 6-0 Pf 0.02psi Pe Pv 711 12-7 712 12-7 13.18psi 13.21psi BL 1.7280 41.99gpm 5.74ft/sec C=120 0.0452 152-10+ 22-7 175-5N Pf 7.92psi Pe Pv 653 12-7 626 12-7 22.37psi 30.29psi Tee Tee CM2 2.2030 125.52gpm 10.57ft/sec C=120 0.1049 17-9 17-9 Pf 1.86psi Pe Pv 496 12-7 266 12-7 26.66psi 28.52psi BL 1.7280 39.47gpm 5.40ft/sec C=120 0.0403 317-74 56-5-3/8 374-1-1/8 Pf 15.06psi Pe Pv 266 12-7 280 12-7 28.52psi 43.58psi Tee 6E,T CM2 2.2030 86.05gpm 7.24ft/sec C=120 0.0522 8-3 8-3 Pf 0.43psi Pe Pv 266 12-7 258 12-7 28.52psi 28.95psi BL 1.7280 23.38gpm 3.20ft/sec C=120 0.0153 346-54 Pf 5.64psi Pe Pv 258 12-7 199 12-7 28.95psi 34.59psi Tee Tee 22-7 369-04 CM1 2.2030 86.05gpm 7.24ft/sec C=120 0.0522 8-10 Pf 0.46psi Pe Pv 199 12-7 270 12-7 34.59psi 35.05psi 8-10 CM2 2.2030 62.67gpm 5.27ft/sec C=120 0.0290 14-0 Pf 0.41psi Pe Pv 258 12-7 198 12-7 28.95psi 29.36psi 14-0 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 Page 7 Contract No.: T3-400 C 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 Page 8 Pipe Type Diameter Flow Velocity BAC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.7280 21.50gpm 2.94ft/sec C=120 0.0131 346-51 22-7 369-0' Pf 4.83psi Pe Pv 198 12-7 29.36psi Tee 139 12-7 34.18psi Tee CM1 2.2030 62.67gpm 5.27ft/sec C=120 0.0290 14-0 14-0 Pf 0.41psi Pe Pv 139 12-7 34.18psi 199 12-7 34.59psi CM2 2.2030 41.17gpm 3.47ft/sec C=120 0.0133 12-0 12-0 Pf 0.16psi Pe Pv 198 12-7 29.36psi 136 12-7 29.52psi CM2 2.2030 20.46gpm 1.72ft/sec C=120 0.0037 14-0 14-0 Pf 0.05psi Pe Pv 136 12-7 29.52psi 76 12-7 29.57psi BL 1.7280 20.46gpm 2.80ft/sec C=120 0.0119 346-51/2 22-7 369-01/2 Pf 4.41psi Pe Pv 76 12-7 29.57psi Tee 16 12-7 33.97psi Tee CM1 2.2030 20.46gpm 1.72ft/sec C=120 0.0037 14-0 14-0 Pf 0.05psi Pe Pv 16 12-7 33.97psi 77 12-7 34.02psi CM1 2.2030 41.17gpm 3.47ft/sec C=120 0.0133 12-0 12-0 Pf 0.16psi Pe Pv 77 12-7 34.02psi 139 12-7 34.18psi BL 1.7280 20.71gpm 2.83ft/sec C=120 0.0122 346-5' 22-7 369-01/2 Pf 4.51psi Pe Pv 136 12-7 29.52psi Tee 77 12-7 34.02psi Tee BL 1.7280 18.33gpm 2.51ft/sec C=120 0.0097 8-0 8-0 Pf 0.08psi Pe Pv 574 12-7 17.62psi 575 12-7 17.70psi Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: ft/sec Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe C 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:50:08 Page 8 SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING B - 1ST FLOOR SHIFTED ONCE TOWARDS CM2 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 1005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 240.63 GPM AT 67.47 PSI Contract No.: T3-400 150 135 120 105 90 75 60 45 30 15 0 000 800 1200 1600 HYDRAULIC GRAPH 2000 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 240.63gpm @ 77.96psi System Demand with hose streams: 490.63gpm @ 77.96psi 3200 3600 20.00psi © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 9 - Static pressure 128.00psi - 490.63gpm with hose streams 240.63gpm @ 77.96psi z.System demand curve _ 3800.009pm I\ 4 -�WII11111J 111111111 1111111 11 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111 I 1 11 I 11 I 1 l 1 1 1 1 1 1 1 1 1 1 2000 2400 2800 Water flow, gpm Supply at Node 1 Static pressure: 128.00psi Residual Pressure: 3800.00gpm @ 20.00psi System Demand: 240.63gpm @ 77.96psi System Demand with hose streams: 490.63gpm @ 77.96psi 3200 3600 20.00psi © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 9 Contract No.: T3-400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12501 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING B - 1ST FLOOR - Shifted once towards CM2 Date: 09/07/00 12:51:00 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1005ft2 (Actual 1040ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 12 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 490.63gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 893.46ga1 Maximum Velocity Above Ground: 13.45ft/sec between nodes 378 and 280 Maximum Velocity Under Ground: 2.49ft/sec between nodes 5 and 13 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 125.55psi 77.96psi 47.59psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIE COLE Address: 1106 54TH AVENUE E. TACOMA,WA 98424 Authority Having Jurisdiction: TUKWILA Ca 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 1 Contract No.: T3..400 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 3800.00gpm 125.55psi 240.63gpm 77.96psi SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL MINIMUM FLOW FLOW K -FACTOR PRESSURE DENSITY (gpm) (gpm) (psi) (gpm/ft2) SPR 1128 21.40gpm 19.50gpm 5.60 14.60psi 0.164587 SPR 1149 20.08gpm 19.50gpm 5.60 12.86psi 0.154473 SPR 1150 20.07gpm 19.50gpm 5.60 12.84psi 0.154385 SPR 1151 20.09gpm 19.50gpm 5.60 12.87psi 0.154557 SPR 1152 20.24gpm 19.50gpm 5.60 13.07psi 0.155718 SPR 1153 20.62gpm 19.50gpm 5.60 13.56psi 0.158612 SPR 1189 19.57gpm 19.50gpm 5.60 12.21psi 0.150519 SPR 1190 19.56gpm 19.50gpm 5.60 12.20psi 0.150466 SPR 1191 19.59gpm 19.50gpm 5.60 12.24psi 0.150697 SPR 1192 19.76gpm 19.50gpm 5.60 12.45psi 0.151976 SPR 1193 20.15gpm 19.50gpm 5.60 12.95psi 0.155019 SPR 1212* 19.50gpm 19.50gpm 5.60 12.13psi 0.15 * Most demanding sprinkler. C 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 2 • Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS (Foot) PRESSURE DISCHARGE (psi) (gpm) 16 76 77 136 139 198 199 258 4 5 266 270 280 356 378 13 440 496 548 601 622 626 653 654 655 656 658 659 660 681 682 710 711 712 714 715 716 737 746 747 1 1128 1149 1150 1151 1152 1153 1189 1190 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 - 21-0 - 21-0 12-7 12-7 12-7 4-6-1/8 8-3-7/8 2-0 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 12-7 -21-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 Tee Tee Tee Tee Tee Tee Tee Tee Tee G= -0.01,Q Tee Tee Tee Tee Elbow Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Source K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 K=5.6 38.44psi 35.11psi 38.47psi 35.08psi 38.60psi 34.96psi 38.90psi 34.65psi 77.96psi 77.93psi 34.32psi 39.25psi 45.81psi 60.90psi 51.23psi 67.47psi 37.25psi 32.92psi 35.98psi 31.47psi 15.19psi 35.21psi 24.50psi 13.01psi 12.73psi 12.72psi 12.75psi 12.96psi 13.48psi 29.84psi 34.98psi 12.26psi 12.04psi 12.03psi 12.07psi 12.29psi 12.83psi 29.31psi 11.95psi 12.21psi 77.96psi 14.60psi 12.86psi 12.84psi 12.87psi 13.07psi 13.56psi 12.21psi 12.20psi 240.63gpm 21.40gpm 20.08gpm 20.07gpm 20.09gpm 20.24gpm 20.62gpm 19.57gpm 19.56gpm © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 3 Contract No.: T3-400 1191 10-0 K=5.6 12.24psi 19.59gpm 1192 10-0 K=5.6 12.45psi 19.76gpm 1193 10-0 K=5.6 12.95psi 20.15gpm 1212 10-0 K=5.6 12.13psi 19.50gpm ' ID 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 4 Contract No.: T3-400 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 1.0490 19.50gpm 7.24ft/sec C=120 0.1242 2-7 Pf 0.94psi 1212 10-0 19.50gpm 5.6 12.13psi K=5.6 5-0 Pe 1.12psi 746 12-7 11.95psi Tee 7-7 Pv BL 1.5360 19.50gpm 3.38ft/sec C=120 0.0194 3-4 Pf 0.26psi 746 12-7 11.95psi 10-1'4 Pe 747 12-7 12.21psi Tee 13-5k Pv CM3 1.7280 19.50gpm 2.67ft/sec C=120 0.0109 5-3 Pf 0.06psi 747 12-7 12.21psi Pe 710 12-7 12.26psi 5-3 Pv CM3 1.7280 45.82gpm 6.27ft/sec C=120 0.0531 14-0 Pf 0.74psi 710 12-7 12.26psi Pe 654 12-7 13.01psi 14-0 Pv CM3 1.7280 74.90gpm 10.25ft/sec C=120 0.1317 10-10h Pf 2.18psi 654 12-7 13.01psi 5-7N Pe 622 12-7 15.19psi Elbow 16-6k Pv CM3 1.7280 96.30gpm 13.17ft/sec C=120 0.2096 38-9k Pf 9.31psi 622 12-7 15.19psi 5-7N Pe 653 12-7 24.50psi Elbow 44-5 Pv CM3 1.7280 46.86gpm 6.41ft/sec C=120 0.0553 166-10k Pf 10.48psi 653 12-7 24.50psi 22-7 Pe 682 12-7 34.98psi 2T 189-5k Pv CM1 2.2030 46.86gpm 3.94ft/sec C=120 0.0169 14-0 Pf 0.24psi 682 12-7 34.98psi Pe 626 12-7 35.21psi 14-0 Pv CM1 2.2030 96.30gpm 8.11ft/sec C=120 0.0642 12-0 Pf 0.77psi 626 12-7 35.21psi Pe 548 12-7 35.98psi 12-0 Pv CM1 2.2030 115.99gpm 9.76ft/sec C=120 0.0906 14-0 Pf 1.27psi 548 12-7 35.98psi Pe 440 12-7 37.25psi 14-0 Pv CM1 2.2030 132.68gpm 11.17ft/sec C=120 0.1162 17-2 Pf 2.00psi 440 12-7 37.25psi Pe 270 12-7 39.25psi 17-2 Pv FM 2.7030 206.54gpm 11.55ft/sec C=120 0.0974 39-4k Pf 6.56psi 270 12-7 39.25psi Tee 27-11k Pe 280 12-7 45.81psi Elbow 67-4k Pv FM 2.7030 240.63gpm 13.45ft/sec C=120 0.1291 9-0-3/8 Pf 3.57psi 280 12-7 45.81psi 18-7k Pe-1.85psi 378 8-3-7/8 51.23psi 2E 27-8k Pv FR 2.7030 240.63gpm 13.45ft/sec C=120 0.1291 4-7-1/8 Pf 8.02psi 378 8-3-7/8 51.23psi 57-6-1/8 Pe-1.65psi 356 4-6-1/8 60.90psi F=-1.4,E,2T 62-1', Pv FR 4.3100 240.63gpm 5.29ft/sec C=120 0.0133 7-11-1/8 Pf 5.48psi 356 4-6-1/8 60.90psi 44-5k Pe-1.09psi 13 2-0 67.47psi X,B=-5,E 49-9k Pv UG 6.2800 240.63gpm 2.49ft/sec C=140 0.0016 186-7k Pf 0.50psi 13 2-0 67.47psi 122-11 Pe-9.97psi 5 -21-0 77.93psi 2E,T,2G=-0.01,2Q 309-6k Pv UG 8.3900 240.63gpm 1.40ft/sec C=140 0.0004 1-0 Pf 0.02psi 5 -21-0 77.93psi 56-2-5/8 Pe 4 -21-0 77.96psi Tee 57-2-5/8 Pv UG 10.4000 240.63gpm 0.91ft/sec C=140 0.0001 2-6 Pf 0.00psi 4 -21-0 77.96psi Pe 1 -21-0 77.96psi Source 2-6 Pv 0 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 5 Contract No.: T3-400 7-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 6 Type Diameter Flow Velocity HWC Fric. Loss Length Pressure stream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary ream Tot. Length 1.0490 19.56gpm 7.26ft/sec C=120 0.1249 2-7 Pf 0.95psi 30 10-0 19.56gpm 5.6 12.20psi K=5.6 5-0 Pe 1.12psi ? 12-7 12.03psi Tee 7-7 Pv 1.7280 6.75gpm 0.92ft/sec C=120 0.0015 6-0 Pf 0.01psi 12-7 12.03psi Pe 12-7 12.04psi 6-0 Pv 1.7280 26.32gpm 3.60ft/sec C=120 0.0190 0-834 Pf 0.23psi 12-7 12.04psi 11-3 Pe 12-7 12.26psi Tee 11-1141 Pv 1.0490 19.57gpm 7.26ft/sec C=120 0.1250 2-7 Pf 0.95psi 39 10-0 19.57gpm 5.6 12.21psi K=5.6 5-0 Pe 1.12psi 1 12-7 12.04psi Tee 7-7 Pv 1.0490 19.59gpm 7.27ft/sec C=120 0.1252 2-7 Pf 0.95psi 31 10-0 19.59gpm 5.6 12.24psi K=5.6 5-0 Pe 1.12psi 4 12-7 12.07psi Tee 7-7 Pv 1.7280 32.40gpm 4.43ft/sec C=120 0.0280 8-0 Pf 0.22psi 4 12-7 12.07psi Pe 5 12-7 12.29psi 8-0 Pv 1.7280 52.16gpm 7.14ft/sec C=120 0.0674 8-0 Pf 0.54psi 5 12-7 12.29psi Pe 6 12-7 12.83psi 8-0 Pv 1.7280 72.31gpm 9.89ft/sec C=120 0.1234 122-211 Pf 16.48psi 6 12-7 12.83psi 11-331 Pe 7 12-7 29.31psi Tee 133-6 Pv 2.2030 72.31gpm 6.09ft/sec C=120 0.0378 14-0 Pf 0.53psi 7 12-7 29.31psi Pe 1 12-7 29.84psi 14-0 Pv 2.2030 144.34gpm 12.15ft/sec C=120 0.1358 12-0 Pf 1.63psi 1 12-7 29.84psi Pe 1 12-7 31.47psi 12-0 Pv 1.7280 19.69gpm 2.69ft/sec C=120 0.0111 355-531 Pf 4.52psi 1 12-7 31.47psi Tee 50-9-5/8 Pe 8 12-7 35.98psi 3E,2T 406-3-1/8 Pv • 1.0490 19.76gpm 7.33ft/sec C=120 0.1272 2-7 Pf 0.96psi 92 10-0 19.76gpm 5.6 12.45psi K=5.6 5-0 Pe 1.12psi 5 12-7 12.29psi Tee 7-7 Pv • 1.0490 20.07gpm 7.45ft/sec C=120 0.1310 2-7 Pf 0.99psi 50 10-0 20.07gpm 5.6 12.84psi K=5.6 5-0 Pe 1.12psi 6 12-7 12.72psi Tee 7-7 Pv 1.7280 9.00gpm 1.23ft/sec C=120 0.0026 6-0 Pf 0.02psi 6 12-7 12.72psi Pe 5 12-7 12.73psi 6-0 Pv 1.7280 29.08gpm 3.98ft/sec C=120 0.0229 0-834 Pf 0.27psi 5 12-7 12.73psi 11-331 Pe 4 12-7 13.01psi Tee 11-114 Pv • 1.0490 20.08gpm 7.45ft/sec C=120 0.1311 2-7 Pf 0.99psi 49 10-0 20.08gpm 5.6 12.86psi K=5.6 5-0 Pe 1.12psi 5 12-7 12.73psi Tee 7-7 Pv 1.0490 20.09gpm 7.46ft/sec C=120 0.1312 2-7 Pf 1.00psi 51 10-0 20.09gpm 5.6 12.87psi K=5.6 5-0 Pe 1.12psi 8 12-7 12.75psi Tee 7-7 Pv 1.7280 31.16gpm 4.26ft/sec C=120 0.0260 8-0 Pf 0.21psi ,8 12-7 12.75psi Pe ,9 12-7 12.96psi 8-0 Pv 7-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 6 Contract No.: T3-400 Pipe Type Diameter Flow Velocity HWC Eric. Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Eq. Length Tot. Length Pressure Summary BL 1.7280 51.40gpm 7.03ft/sec C=120 0.0656 659 12-7 12.96psi 660 12-7 13.48psi 8-0 8-0 Pf 0.53psi Pe Pv BL 1.7280 72.02gpm 9.85ft/sec C=120 0.1225 660 12-7 13.48psi 681 12-7 29.84psi Tee 122-21 11-3'f 133-6 Pf 16.35psi Pe Pv DR 1.0490 20.15gpm 7.48ft/sec C=120 0.1320 1193 10-0 20.15gpm 5.6 12.95psi K=5.6 716 12-7 12.83psi Tee 2-7 5-0 7-7 Pf 1.00psi Pe 1.12psi Pv DR 1.0490 20.24gpm 7.51ft/sec C=120 0.1331 1152 10-0 20.24gpm 5.6 13.07psi K=5.6 659 12-7 12.96psi Tee 2-7 5-0 7-7 Pf 1.01psi Pe 1.12psi Pv DR 1.0490 20.62gpm 7.65ft/sec C=120 0.1377 1153 10-0 20.62gpm 5.6 13.56psi K=5.6 660 12-7 13.48psi Tee 2-7 5-0 7-7 Pf 1.04psi Pe 1.12psi Pv DR 1.0490 21.40gpm 7.94ft/sec C=120 0.1474 1128 10-0 21.40gpm 5.6 14.60psi K=5.6 622 12-7 15.19psi E,T 4-7 7-0 11-7 Pf 1.71psi Pe 1.12psi Pv BL 1.7280 16.69gpm 2.28ft/sec C=120 0.0082 496 12-7 32.92psi Tee 440 12-7 37.25psi 5T,12E 394-1'-1 135-541 529-714 Pf 4.34psi Pe Pv BL 1.7280 11.07gpm 1.51ft/sec C=120 0.0038 656 12-7 12.72psi 658 12-7 12.75psi 8-0 8-0 Pf 0.03psi Pe Pv BL 1.7280 12.81gpm 1.75ft/sec C=120 0.0050 712 12-7 12.03psi 714 12-7 12.07psi 8-0 8-0 Pf 0.04psi Pe Pv BL 1.7280 49.44gpm 6.76ft/sec C=120 0.0611 653 12-7 24.50psi Tee 626 12-7 35.21psi Tee 152-1041 22-7 175-541 Pf 10.72psi Pe Pv CM2 2.2030 124.64gpm 10.49ft/sec C=120 0.1036 601 12-7 31.47psi 496 12-7 32.92psi 14-0 14-0 Pf 1.45psi Pe Pv CM2 2.2030 107.95gpm 9.09ft/sec C=120 0.0794 496 12-7 32.92psi 266 12-7 34.32psi 17-9 17-9 Pf 1.41psi Pe Pv BL 1.7280 34.09gpm 4.66ft/sec C=120 0.0307 266 12-7 34.32psi Tee 280 12-7 45.81psi 6E,T 317-741 56-5-3/8 374-1-1/8 Pf 11.48psi Pe Pv CM2 2.2030 73.87gpm 6.22ft/sec C=120 0.0393 266 12-7 34.32psi 258 12-7 34.65psi 8-3 8-3 Pf 0.32psi Pe Pv BL 1.7280 20.07gpm 2.75ft/sec C=120 0.0115 258 12-7 34.65psi Tee 199 12-7 38.90psi Tee 346-5'1 22-7 369-0'-1 Pf 4.25psi Pe Pv CM1 2.2030 73.87gpm 6.22ft/sec C=120 0.0393 199 12-7 38.90psi 270 12-7 39.25psi 8-10 8-10 Pf 0.35psi Pe Pv CM2 2.2030 53.80gpm 4.53ft/sec C=120 0.0219 258 12-7 34.65psi 198 12-7 34.96psi 14-0 14-0 Pf 0.31psi Pe Pv " © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 7 Contract No.: T3-400 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 8 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 18.45gpm 2.52ft/sec C=120 0.0099 346-511 22-7 369-011 Pf 3.64psi Pe Pv 198 12-7 34.96psi Tee 139 12-7 38.60psi Tee CM1 2.2030 53.80gpm 4.53ft/sec C=120 0.0219 14-0 14-0 Pf 0.31psi Pe Pv 139 12-7 38.60psi 199 12-7 38.90psi CM2 2.2030 35.34gpm 2.97ft/sec C=120 0.0101 12-0 12-0 Pf 0.12psi Pe Pv 198 12-7 34.96psi 136 12-7 35.08psi CM2 2.2030 17.56gpm 1.48ft/sec C=120 0.0028 14-0 14-0 Pf 0.04psi Pe Pv 136 12-7 35.08psi 76 12-7 35.11psi BL 1.7280 17.56gpm 2.40ft/sec C=120 0.0090 346-511 22-7 369-01.1 Pf 3.32psi Pe Pv 76 12-7 35.11psi Tee 16 12-7 38.44psi Tee CM1 2.2030 17.56gpm 1.48ft/sec C=120 0.0028 14-0 14-0 Pf 0.04psi Pe Pv 16 12-7 38.44psi 77 12-7 38.47psi CM1 2.2030 35.34gpm 2.97ft/sec C=120 0.0101 12-0 12-0 Pf 0.12psi Pe Pv 77 12-7 38.47psi 139 12-7 38.60psi BL 1.7280 17.78gpm 2.43ft/sec C=120 0.0092 346-511 22-7 369-011 Pf 3.40psi Pe Pv 136 12-7 35.08psi Tee 77 12-7 38.47psi Tee Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: ft/sec Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:51:08 Page 8 SMITH FIRE SYSTEMS, INC. JOB NO. T3-400 GROUP HEALTH OFFICE BUILDINGS SYSTEM # 1 BUILDING B - 2ND FLOOR AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM 11005 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 364.12 GPM AT 55.20 PSI Contract No.: T3-400 HYDRAULIC CALCULATIONS For: GROUP HEALTH OFFICE BUILDINGS 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON Contract No.: T3-400 Design Area: BUILDING B - 2ND FLOOR Date: 09/07/00 12:45:06 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15 gpm/ft2 Area of Application: 1500ft2 (Actual 1560ft2) Coverage Per Sprinkler: 130ft2 Number of Sprinklers Calculated: 18 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 614.12gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 1499.76ga1 Maximum Velocity Above Ground: 9.74ft/sec between nodes 637 and 663 Maximum Velocity Under Ground: 3.77ft/sec between nodes 366:5 and 366:13 Supply Pressure(s): Available Required Safety Margin Supply node tag: 366:1 124.29psi Name of Contractor: SMITH FIRE SYSTEMS Designer: LORIE COLE Address: 1106 54TH AVENUE E. TACOMA, WA 98424 Authority Having Jurisdiction: TUKWILA 66.29psi 58.00psi ®1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 1 Contract No.: T3-400 WATER SUPPLY DATA SOURCE STATIC NODE PRESSURE TAG (psi) RESIDUAL FLOW PRESSURE @ (psi) (gpm) AVAILABLE PRESSURE @ (psi) TOTAL DEMAND (gpm) REQUIRED PRESSURE (psi) 366:1 128.00psi 20.00psi 3800.00gpm 124.29psi 364.12gpm SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (gpm) MINIMUM FLOW (gpm) K -FACTOR PRESSURE (psi) 66.29psi DENSITY (gpm/ft2) SPR 1116* SPR 1118 SPR 1119 SPR 1120 SPR 1121 SPR 1122 SPR 1142 SPR 1143 SPR 1164 SPR 1165 SPR 1166 SPR 1167 SPR 1186 SPR 1187 SPR 1208 SPR 1209 SPR 1210 SPR 1211 19.50gpm 20.22gpm 19.97gpm 19.80gpm 19.84gpm 20.03gpm 20.94gpm 20.67gpm 20.27gpm 19.91gpm 19.94gpm 20.48gpm 20.89gpm 20.62gpm 20.22gpm 20.20gpm 20.23gpm 20.39gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm 19.50gpm * Most demanding sprinkler. 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 12.13psi 13.04psi 12.71psi 12.51psi 12.55psi 12.80psi 13.98psi 13.63psi 13.10psi 12.64psi 12.68psi 13.37psi 13.92psi 13.56psi 13.04psi 13.01psi 13.05psi 13.26psi 0.15 0.155542 0.153584 0.152341 0.152591 0.154095 0.161071 0.159031 0.155891 0.153151 0.153365 0.157509 0.160705 0.158648 0.155528 0.155387 0.155596 0.156859 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 2 Contract No.: T3-400 NODE ANALYSIS NODE ELEVATION FITTINGS (Foot) PRESSURE DISCHARGE (psi) (gpm) 3 64 65 126 129 190 191 252 366:4 366:5 256 319 324 366 331 336 366:380 366:13 379 447 479 537 546 547 551 557 559 560 564 590 591 623 630 632 633 634 637 663 664 696 705 707 708 709 366:1 1116 1118 1119 1120 27-3' 27-3' 27-3'1 27-31.1 27-3'1 27-3 27-3'1 27-311 -21-0 -21-0 27-3' 27-31. 27-31/ 15-6 17-8' 21-011 13-0 2-0 27-3'1 27-3' 27-3 27-3'1 27-3' 27-3'f 27-3'� 27-3'1 27-31 27-3'-� 27-311 27-31.1 27-3''z 27-31 27-31 27-3 27-31.1 27-311 27-31.1 27-31 27-31.1 27-311 27-31 27-311 27-311 27-3'1 -21-0 23-6 25-0 25-0 25-0 Tee Tee Tee Tee Tee Tee Tee Tee Tee G= -0.01,Q Tee Tee Tee Cross BtrflyVly=-0.48 Elbow Elbow Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Tee Source K=5.6 K=5.6 K=5.6 K=5.6 33.13psi 26.44psi 33.13psi 26.43psi 33.14psi 26.39psi 33.16psi 26.31psi 66.29psi 66.24psi 33.19psi 26.19psi 33.21psi 42.08psi 40.26psi 38.24psi 44.17psi 55.20psi 33.06psi 25.98psi 32.91psi 25.69psi 13.01psi 12.66psi 12.47psi 12.45psi 12.49psi 12.75psi 32.85psi 14.02psi 13.64psi 25.57psi 13.08psi 13.04psi 13.08psi 13.37psi 32.83psi 13.95psi 13.57psi 25.53psi 13.01psi 12.98psi 13.02psi 13.25psi 66.29psi 12.13psi 13.04psi 12.71psi 12.51psi 364.12gpm 19.50gpm 20.22gpm 19.97gpm 19.80gpm I © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 3 Contract NO.: T3-400 1121 25-0 K=5.6 12.55psi 19.84gpm 1122 25-0 K=5.6 12.80psi 20.03gpm 1142 25-0 K=5.6 13.98psi 20.94gpm 1143 25-0 K=5.6 13.63psi 20.67gpm 1164 25-0 K=5.6 13.10psi 20.27gpm 1165 26-6 K=5.6 12.64psi 19.91gpm 1166 26-6 K=5.6 12.68psi 19.94gpm 1167 25-0 K=5.6 13.37psi 20.48gpm 1186 25-0 K=5.6 13.92psi 20.89gpm 1187 25-0 K=5.6 13.56psi 20.62gpm 1208 25-0 K=5.6 13.04psi 20.22gpm 1209 25-0 K=5.6 13.01psi 20.20gpm 1210 25-0 K=5.6 13.05psi 20.23gpm 1211 25-0 K=5.6 13.26psi 20.39gpm © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 4 Contract No.: T3-400 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 1.0490 19.50gpm 7.24ft/sec C=120 0.1242 7-011 Pf 1.99psi 1116 23-6 19.50gpm 5.6 12.13psi K=5.6 9-0 Pe 1.64psi 551 27-311 12.47psi 2E,T 16-011 Pv BL 1.7280 28.17gpm 3.85ft/sec C=120 0.0216 3-2t, Pf 0.19psi 551 27-311 12.47psi 5-7% Pe 547 27-311 12.66psi Elbow 8-10 Pv BL 1.7280 48.13gpm 6.58ft/sec C=120 0.0581 6-0 Pf 0.35psi 547 27-311 12.66psi Pe 546 27-311 13.01psi 6-0 Pv BL 1.7280 68.35gpm 9.35ft/sec C=120 0.1112 150-9 Pf 19.90psi 546 27-311 13.01psi 28-2% Pe 479 27-3' 32.91psi E,2T 178-11% Pv CM1 4.3100 210.61gpm 4.63ft/sec C=120 0.0104 14-0 Pf 0.15psi 479 27-311 32.91psi Pe 379 27-311 33.06psi 14-0 Pv CM1 4.3100 234.80gpm 5.16ft/sec C=120 0.0127 11-5 Pf 0.15psi 379 27-311 33.06psi Pe 324 27-31.1 33.21psi 11-5 Pv FM 4.3100 364.12gpm 8.Olft/sec C=120 0.0286 39-5% Pf 2.33psi 324 27-311 33.21psi Tee 41-9t Pe-2.71psi 336 21-0'-1 38.24psi Elbow 81-3% Pv FR 4.3100 364.12gpm 8.Olft/sec C=120 0.0286 3-4' Pf 0.58psi 336 21-011 38.24psi 16-8% Pe-1.44psi 331 17-8 40.26psi F=-0.48 20-1 Pv FM 4.3100 364.12gpm 8.01ft/sec C=120 0.0286 2-211 Pf 0.86psi 331 17-8 40.26psi 27-1011 Pe-0.96psi 366 15-6 42.08psi Cross 30-1 Pv FM 4.3100 364.12gpm 8.Olft/sec C=120 0.0286 7-0 Pf 1.00psi 366 15-6 42.08psi 27-1011 Pe-1.08psi 366:380 13-0 44.17psi 2E 34-1011 Pv FR 4.3100 364.12gpm 8.Olft/sec C=120 0.0286 16-5 Pf 6.27psi 366:380 13-0 44.17psi 44-511 Pe-4.77psi 366:13 2-0 55.20psi X,B=-5,E 58-311 Pv UG 6.2800 364.12gpm 3.77ft/sec C=140 0.0034 186-711 Pf 1.07psi 366:13 2-0 55.20psi 122-11 Pe-9.97psi 366:5 -21-0 66.24psi 2E,T,2G=-0.01,2Q 309-611 Pv UG 8.3900 364.12gpm 2.11ft/sec C=140 0.0008 1-0 Pf 0.05psi 366:5 -21-0 66.24psi 56-2% Pe 366:4 -21-0 66.29psi Tee 57-2% Pv UG 10.4000 364.12gpm 1.38ft/sec C=140 0.0003 2-6 Pf 0.00psi 366:4 -21-0 66.29psi Pe 366:1 -21-0 66.29psi Source 2-6 Pv DR 1.0490 19.80gpm 7.35ft/sec C=120 0.1278 2-3'1 Pf 0.93psi 1120 25-0 19.80gpm 5.6 12.51psi K=5.6 5-0 Pe 0.99psi 557 27-311 12.45psi Tee 7-311 Pv BL 1.7280 8.67gpm 1.19ft/sec C=120 0.0024 6-0% Pf 0.03psi 557 27-31.1 12.45psi 5-7% Pe 551 27-311 12.47psi Elbow 11-811 Pv DR 1.0490 19.84gpm 7.36ft/sec C=120 0.1282 2-311 Pf 0.93psi 1121 25-0 19.84gpm 5.6 12.55psi K=5.6 5-0 Pe 0.99psi 559 27-311 12.49psi Tee 7-311 Pv BL 1.7280 30.98gpm 4.24ft/sec C=120 0.0257 10-4 Pf 0.27psi 559 27-311 12.49psi Pe 560 27-311 12.75psi 10-4 Pv 4 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 5 Contract No.: T3-400 k m 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 6 Pipe Type Diameter Flow Velocity BAC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.7280 51.01gpm 6.98ft/sec C=120 0.0647 177-311 22-7 199-1011 Pf 12.93psi Pe Pv 560 537 27-311 27-311 12.75psi 25.69psi 2E,T CM2 3.3140 153.51gpm 5.71ft/sec C=120 0.0208 14-0 14-0 Pf 0.29psi Pe Pv 537 447 27-31.i 27-311 25.69psi 25.98psi BL 1.7280 24.19gpm 3.31ft/sec C=120 0.0163 361-611 73-411 434-11 Pf 7.08psi Pe Pv 447 379 27-311 27-311 25.98psi 33.06psi Tee 7E,2T DR 1.0490 19.91gpm 7.39ft/sec C=120 0.1290 0-911 5-0 5-911 Pf 0.75psi Pe 0.34psi Pv 1165 632 26-6 27-311 19.91gpm 5.6 12.64psi 13.04psi K=5.6 Tee BL 1.7280 9.20gpm 1.26ft/sec C=120 0.0027 11-4 11-4 Pf 0.03psi Pe Pv 632 630 27-311 27-3 13.04psi 13.08psi BL 1.7280 29.47gpm 4.03ft/sec C=120 0.0234 13-0 11-311 24-311 Pf 0.57psi Pe Pv 630 591 27-31i 27-311 13.08psi 13.64psi 2E BL 1.7280 50.14gpm 6.86ft/sec C=120 0.0627 6-0 6-0 Pf 0.38psi Pe Pv 591 590 27-311 27-311 13.64psi 14.02psi BL 1.7280 71.08gpm 9.72ft/sec C=120 0.1195 146-3 11-311 157-611 Pf 18.83psi Pe Pv 590 564 27-3'1 27-3 14.02psi 32.85psi Tee CM1 4.3100 142.26gpm 3.13ft/sec C=120 0.0050 12-0 12-0 Pf 0.06psi Pe Pv 564 479 .27-311 27-311 32.85psi 32.91psi DR 1.0490 19.94gpm 7.40ft/sec C=120 0.1294 0-911 5-0 5-911 Pf 0.75psi Pe 0.34psi Pv 1166 633 26-6 27-311 19.94gpm 5.6 12.68psi 13.08psi K=5.6 Tee BL 1.7280 30.65gpm 4.19ft/sec C=120 0.0252 11-4 11-4 Pf 0.29psi Pe Pv 633 634 27-311 27-311 13.08psi 13.37psi BL 1.7280 51.12gpm 6.99ft/sec C=120 0.0650 165-211 22-7 187-911 Pf 12.20psi Pe Pv 634 623 27-311 27-311 13.37psi 25.57psi 2E,T CM2 3.3140 102.50gpm 3.81ft/sec C=120 0.0099 12-0 12-0 Pf 0.12psi Pe Pv 623 537 27-311 27-311 25.57psi 25.69psi DR 1.0490 19.97gpm 7.41ft/sec C=120 0.1297 2-311 5-0 7-311 Pf 0.95psi Pe 0.99psi Pv 1119 547 25-0 27-311 19.97gpm 5.6 12.71psi 12.66psi K=5.6 Tee DR 1.0490 20.03gpm 7.44ft/sec C=120 0.1305 2-311 5-0 7-31.1 Pf 0.95psi Pe 0.99psi Pv 1122 560 25-0 27-31.1 20.03gpm 5.6 12.80psi 12.75psi K=5.6 Tee DR 1.0490 20.20gpm 7.50ft/sec C=120 0.1326 2-3'1 Pf 0.97psi Pe 0.99psi Pv 1209 707 25-0 27-311 20.20gpm 5.6 13.01psi 12.98psi K=5.6 Tee 5-0 7-311 BL 1.7280 9.44gpm 1.29ft/sec C=120 0.0029 8-10 Pf 0.03psi Pe Pv 707 705 27-311 27-311 12.98psi 13.01psi 8-10 BL 1.7280 29.66gpm 4.06ft/sec C=120 0.0237 12-6 Pf 0.56psi Pe Pv 705 664 27-311 27-311 13.01psi 13.57psi 2E 11-31 23-911 BL 1.7280 50.29gpm 6.88ft/sec C=120 0.0630 6-0 Pf 0.38psi Pe Pv 664 663 27-311 27-311 13.57psi 13.95psi 6-0 k m 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 6 Contract No.: T3400 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 7 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 71.18gpm 9.74ft/sec C=120 0.1199 146-3 11-311 157-611 Pf 18.88psi Pe Pv 663 637 27-311 27-311 13.95psi 32.83psi Tee CM1 4.3100 71.18gpm 1.57ft/sec C=120 0.0014 14-0 14-0 Pf 0.02psi Pe Pv 637 564 27-311 27-311 32.83psi 32.85psi DR 1.0490 20.22gpm 7.51ft/sec C=120 0.1328 2-31/ 5-0 7-311 Pf 0.97psi Pe 0.99psi Pv 1208 705 25-0 27-311 20.22gpm 5.6 13.04psi 13.01psi K=5.6 Tee DR 1.0490 20.22gpm 7.51ft/sec C=120 0.1328 2-311 5-0 7-311 Pf 0.97psi Pe 0.99psi Pv 1118 546 25-0 27-311 20.22gpm 5.6 13.04psi 13.01psi K=5.6 Tee DR 1.0490 20.23gpm 7.51ft/sec C=120 0.1329 2-3'1 5-0 7-311 Pf 0.97psi Pe 0.99psi Pv 1210 708 25-0 27-311 20.23gpm 5.6 13.05psi 13.02psi K=5.6 Tee BL 1.7280 30.98gpm 4.24ft/sec C=120 0.0257 8-10 8-10 Pf 0.23psi Pe Pv 708 709 27-31.1 27-311 13.02psi 13.25psi BL 1.7280 51.38gpm 7.03ft/sec C=120 0.0656 164-811 22-7 187-311 Pf 12.28psi Pe Pv 709 696 27-311 27-311 13.25psi 25.53psi 2E,T CM2 3.3140 51.38gpm 1.91ft/sec C=120 0.0028 14-0 14-0 Pf 0.04psi Pe Pv 696 623 27-311 27-311 25.53psi 25.57psi DR 1.0490 20.27gpm 7.52ft/sec C=120 0.1333 2-311 5-0 7-3'1 Pf 0.97psi Pe 0.99psi Pv 1164 630 25-0 27-31,1 20.27gpm 5.6 13.10psi 13.08psi K=5.6 Tee DR 1.0490 20.39gpm 7.57ft/sec C=120 0.1349 2-341 5-0 7-311 Pf 0.98psi Pe 0.99psi Pv 1211 709 25-0 27-311 20.39gpm 5.6 13.26psi 13.25psi K=5.6 Tee DR 1.0490 20.48gpm 7.60ft/sec C=120 0.1359 2-311 5-0 7-311 Pf 0.99psi Pe 0.99psi Pv 1167 634 25-0 27-311 20.48gpm 5.6 13.37psi 13.37psi K=5.6 Tee DR 1.0490 20.62gpm 7.66ft/sec C=120 0.1377 2-311 5-0 7-311 Pf 1.00psi Pe 0.99psi Pv 1187 664 25-0 27-311 20.62gpm 5.6 13.56psi 13.57psi K=5.6 Tee DR 1.0490 20.67gpm 7.67ft/sec C=120 0.1384 2-311 5-0 7-311 Pf 1.01psi Pe 0.99psi Pv 1143 591 25-0 27-31.1 20.67gpm 5.6 13.63psi 13.64psi K=5.6 Tee DR 1.0490 20.89gpm 7.76ft/sec C=120 0.1411 2-3'/ 5-0 7-311 Pf 1.03psi Pe 0.99psi Pv 1186 663 25-0 27-311 20.89gpm 5.6 13.92psi 13.95psi K=5.6 Tee DR 1.0490 20.94gpm 7.77ft/sec C=120 0.1417 2-311 Pf 1.03psi Pe 0.99psi Pv 1142 590 25-0 27-311 20.94gpm 5.6 13.98psi 14.02psi K=5.6 Tee 5-0 7-311 BL 1.7280 26.28gpm 3.60ft/sec C=120 0.0190 346-511 Pf 7.00psi Pe Pv 319 256 27-311 27-311 26.19psi 33.19psi Tee Tee 22-7 369-01.1 CM1 4.3100 129.32gpm 2.84ft/sec C=120 0.0042 2-7 Pf 0.01psi Pe Pv 256 324 27-3'-.1 27-31.1 33.19psi 33.21psi 2-7 © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 7 Contract No.: T3-400 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 8 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings CM2 3.3140 103.03gpm 3.83ft/sec C=120 0.0100 12-0 12-0 Pf Pe Pv 0.12psi 319 27-311 252 27-31. 26.19psi 26.31psi BL 1.7280 25.97gpm 3.55ft/sec C=120 0.0186 346-511 22-7 369-011 Pf Pe Pv 6.85psi 252 27-311 191 27-311 26.31psi 33.16psi Tee Tee CM1 4.3100 103.03gpm 2.27ft/sec C=120 0.0028 12-0 12-0 Pf Pe Pv 0.03psi 191 27-311 256 27-3'1 33.16psi 33.19psi CM2 3.3140 77.06gpm 2.87ft/sec C=120 0.0058 14-0 14-0 Pf Pe Pv 0.08psi 252 27-31i 190 27-31.1 26.31psi 26.39psi BL 1.7280 25.76gpm 3.52ft/sec C=120 0.0183 346-511 22-7 369-011 Pf Pe Pv 6.75psi 190 27-311 129 27-3'1 26.39psi 33.14psi Tee Tee CM1 4.3100 77.06gpm 1.69ft/sec C=120 0.0016 14-0 14-0 Pf Pe Pv 0.02psi 129 27-3'1 191 27-311 33.14psi 33.16psi CM2 3.3140 51.31gpm 1.91ft/sec C=120 0.0027 12-0 12-0 Pf Pe Pv 0.03psi 190 27-311 126 27-311 26.39psi 26.43psi CM2 3.3140 25.64gpm 0.95ft/sec C=120 0.0008 14-0 14-0 Pf Pe Pv 0.01psi 126 27-311 64 27-311 26.43psi 26.44psi BL 1.7280 25.64gpm 3.51ft/sec C=120 0.0181 346-511 22-7 369-011 Pf Pe Pv 6.69psi 64 27-311 3 27-311 26.44psi 33.13psi Tee Tee CM1 4.3100 25.64gpm 0.56ft/sec C=120 0.0002 14-0 14-0 Pf Pe Pv 0.00psi 3 27-311 65 27-311 33.13psi 33.13psi CM1 4.3100 51.31gpm 1.13ft/sec C=120 0.0008 12-0 12-0 Pf Pe Pv 0.01psi 65 27-311 129 27-3 33.13psi 33.14psi CM2 3.3140 129.32gpm 4.81ft/sec C=120 0.0152 14-0 14-0 Pf Pe Pv 0.21psi 447 27-311 319 27-3' 25.98psi 26.19psi BL 1.7280 10.76gpm 1.47ft/sec C=120 0.0036 10-4 10-4 Pf Pe Pv 0.04psi 707 27-311 708 27-311 12.98psi 13.02psi BL 1.7280 10.71gpm 1.47ft/sec C=120 0.0036 10-4 10-4 Pf Pe Pv 0.04psi 632 27-311 633 27-311 13.04psi 13.08psi BL 1.7280 11.14gpm 1.52ft/sec C=120 0.0039 11-4 11-4 Pf Pe Pv 0.04psi 557 27-311 559 27-311 12.45psi 12.49psi BL 1.7280 25.67gpm 3.51ft/sec C=120 0.0182 346-5 22-7 369-011 Pf Pe Pv 6.70psi 126 27-3 65 27-311 26.43psi 33.13psi Tee Tee Units Key Diameter: Elevation: Flow: Discharge: Velocity: Inch Foot gpm gpm ft/sec 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:15 Page 8 J Contract No.: T3-400 Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe © 1997-2000, M.E.P.CAD, Inc. 09/07/00 12:45:16 Page 9 STS 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #1 (DRY) — FIRST FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 500 GPM CONNECTION TO SITE HYDRANT (NODE #4). IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 395 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 120 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G K -FACTOR: 5.62 TEMPERATURE: 165° F ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 374.5 GPM REQUIRED AT 103.5 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 874.5 GPM REQUIRED AT 115.0 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP H r',UP HEALTH 4 I .B NA TV • SUPPLY DAT.. <i H H V] H cnU) w O Q1 H H O Z m O a a a C7 CO N U I- I U) YSTEM 1 - D'4 MITH FIRE SYSTEMS INC :•y L.'� 1 _11 I1AV �.1 SHEET OF U) a I- Q 2 a O N in a i O N In O O v1 O u1 O n M ISd NI 3Eif1SS3Eid in O 1 - a N O SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 874.5 GPM 120.87 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 105 24.46 18.00 5.62 18.94 106 23.61 18.00 5.62 17.64 107 23.20 18.00 5.62 17.04 108 23.09 18.00 5.62 16.87 110 24.20 18.00 5.62 18.54 111 21.94 18.00 5.62 15.23 112 20.26 18.00 5.62 12.99 113 19.11 18.00 5.62 11.56 114 18.42 18.00 5.62 10.74 115 18.09 18.00 5.62 10.36 116 18.00 18.00 5.62 10.26 118 24.22 18.00 5.62 18.58 119 21.96 18.00 5.62 15.27 120 20.28 18.00 5.62 13.02 121 19.13 18.00 5.62 11.59 122 18.44 18.00 5.62 10.77 123 18.11 18.00 5.62 10.38 124 18.02 18.00 5.62 10.28 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 28 TO 117 374.52 GPM 500.00 GPM 874.52 GPM 115.52 PSI 0.00 PSI 19.18 FPS 10-16-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 10-16-2000 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 115 116 1.728 L 7.75 C=100 PT 10.26 (116) Q 18.00 F=0 F 0.00 PE 0.00 BN1 T 7.75 0.0132 PF 0.10 114 115DQ 18.09 1.728 L 8.00. C=100 PT 10.36 (115) Q 36.09 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.0478 PF 0.38 113 114DQ 18.42 1.728 L 8.00 C=100 PT 10.74 (114) Q 54.51 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1025 PF 0.82 112 113DQ 19.11 1.728 L 8.00 C=100 PT 11.56 (113) Q 73.62 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.17.88 PF 1.43 111 112DQ 20.26 1.728 L 8.00 C=100 PT 12.99 (112) Q 93.88 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.2803 PF 2.24 110 111DQ 21.94 1.728 L 8.00 C=100 PT 15.23 (111) Q 115.81 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.4133 PF 3.31 109 110DQ 24.20 1.728 L 8.00 C=100 PT 18.54 (110) Q 140.01 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.5871 PF 4.70 27 109 1.728 L 0.67 C=100 PT 23.24 (109) Q 140.01 F=T F 12.00 PE 0.00 BN1 T 12.67 0.5871 PF 7.44 PT 30.68 ( 27) 123 124 1.728 L 7.75 C=100 PT 10.28 (124) Q 18.02 F=0 F 0.00 PE 0.00 BN2 T 7.75 0.0132 PF 0.10 122 123DQ 18.11 1.728 L 8.00 C=100 PT 10.38 (123) Q 36.13 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.0479 PF 0.38 121 122DQ 18.44 1.728 L 8.00 C=100 PT 10.76 (122) Q 54.57 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1027 PF 0.82 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 10-16-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 120 121DQ 19.13 1.728 L 8.00 C=100 PT 11.58 (121) Q 73.70 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1791 PF 1.43 119 120DQ 20.28 1.728 L 8.00 C=100 PT 13.01 (120) Q 93.98 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.2808 PF 2.25 118 119DQ 21.96 1.728 L 8.00 C=100 PT 15.26 (119) Q 115.94 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.4141 PF 3.31 117 118DQ 24.22 1.728 L 8.00 C=100 PT 18.57 (118) Q 140.16 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.5883 PF 4.71 28 117 1.728 L 0.67 C=100 PT 23.28 (117) Q 140.16 F=T F 12.00 PE 0.00 BN2 T 12.67 0.5883 PF 7.45 27 28 3.314 L 15.00 C=100 PT 30.73 ( 28) Q 140.16 F=0 F 0.00 PE -0.43 NC1 T 15.00 0.0247 PF 0.37 26 27DQ 140.01 3.314 L 15.00 C=100 PT 30.67 ( 27) Q 280.18 F=0 F 0.00 PE -0.43 NC1 T 15.00 0.0889 PF 1.33 PT 31.57 ( 26) 107 108 1.728 L 7.75 C=100 PT 16.87 (108) Q 23.09 F=0 F 0.00 PE 0.00 BN T 7.75 0.0209 PF 0.16 106 107DQ 23.20 1.728 L 8.00 C=100 PT 17.03 (107) Q 46.28 F=0 F 0.00 PE 0.00 BN T 8.00 0.0757 PF 0.61 105 106DQ 23.61 1.728 L 8.00 C=100 PT 17.64 (106) Q 69.89 F=0 F 0.00 PE 0.00 BN T 8.00 0.1624 PF 1.30 104 105DQ 24.46 1.728 L 8.00 C=100 PT 18.94 (105) Q 94.35 F=0 F 0.00 PE 0.00 BN T 8.00 0.2829 PF 2.26 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 10-16-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 103 104 1.728 L 8.00 C=100 PT 21.20 (104) Q 94.35 F=0 F 0.00 PE 0.00 BN T 8.00 0.2829 PF 2.26 102 103 1.728 L 8.00 C=100 PT 23.46 (103) Q 94.35 F=0 F 0.00 PE 0.00 BN T 8.00 0.2829 PF 2.26 101 102 1.728 L 8.00 C=100 PT 25.72 (102) Q 94.35 F=0 F 0.00 PE 0.00 BN T 8.00 0.2829 PF 2.26 26 101 1.728 L 0.67 C=100 PT 27.98 (101) Q 94.35 F=T F 12.00 PE 0.00 BN T 12.67 0.2829 PF 3.58 25 26DQ 280.18 3.314 L 25.50 C=100 PT 31.56 ( 26) Q 374.52 F=0 F 0.00 PE -0.72 NC T 25.50 0.1520 PF 3.88 24 25 3.314 L 111.25 C=100 PT 34.72 ( 25) Q 374.52 F=6E F 66.00 PE 0.00 FM4 T 177.25 0.1520 PF 26.94 23 24 3.314 L 70.67 C=100 PT 61.66 ( 24) Q 374.52 F=0 F 0.00 PE 0.00 FM3 T 70.67 0.1520 PF 10.74 22 23 4.310 L 215.67 C=100 PT 72.40 ( 23) Q 374.52 F=6E F 90.00 PE 0.00 FM2 T 305.67 0.0423 PF 12.93 21 22 4.310 L 254.67 C=100 PT 85.33 ( 22) Q 374.52 F=E F 15.00 PE 0.00 FM1 T 269.67 0.0423 PF 11.41 20 21 4.310 L 44.04 C=100 PT 96.74 ( 21) Q 374.52 F=2E F 30.00 PE 0.00 FM T 74.04 0.0423 PF 3.13 19 20 4.310 L 2.21 C=100 PT 99.87 ( 20) Q 374.52 F=0/0 F 0.00 PE 0.96 FR2 T 2.21 0.0423 PF 0.09 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #1 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W1 10-16-2000 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size Sc Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 18 19 6.357 L 0.00 C=100 PT 100.92 ( 19) Q 374.52 F=0/0 F 0.00 PE 1.00 FRi T 0.00 0.0064 PF 0.00 COMMENT: 2.31 FEET ELEVATION ADDED FOR 1.0 P.S.I. LOSS THRU COMMENT: 6 INCH GEM F3021 DRY PIPE VALVE. 12 18 6.357 L 3.21 C=120 PT 101.92 ( 18) Q 374.52 F=T,GV F 42.00 PE 1.39 FR1 T 45.21 0.0045 PF 0.20 8 12 6.357 L 5.96 C=120 PT 103.51 ( 12) Q 374.52 F=T F 38.00 PE 0.00 FR T 43.96 0.0045 PF 0.20 6 8 6.357 L 5.58 C=120 PT 103.71-( 8) Q 374.52 F=E/CV F 51.00 PE 0.70 FR T 56.58 0.0045 PF 0.25 5 6 6.155 L 279.00 C=140 PT 104.66 ( 6) Q 374.52 F=T,GV/3E F 86.00 PE 0.22 UN3 T 365.00 0.0040 PF 1.46 4 5 8.265 L 40.00 C=140 PT 106.34 ( 5) Q 374.52 F=0/0 F 0.00 PE 0.00 UN1 T 40.00 0.0010 PF 0.04 3 4DQ 500.00 8.265 L 115.00 C=140 PT 106.38 ( 4) Q 874.52 F=E,GV F 25.00 PE 0.00 UN1 T 140.00 0.0046 PF 0.64 COMMENT: 500 G.P.M. ADDED AT NODE 4 FOR OUTSIDE HOSE STREAMS. 2 3 10.275 Q 874.52 UN L 200.00 C=140 PT 107.02 ( 3) F=0/0 F 0.00 PE 0.00 T 200.00 0.0016 PF 0.32 1 2 10.275 L 0.00 C=140 PT 107.34 ( 2) Q 874.52 F=0/0 F 0.00 PE 8.00 UN T 0.00 0.0016 PF 0.00 COMMENT: 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 874.52 UN L 23.00 C=140 PT 115.34 ( 1) F=T,GV F 78.00 PE 0.00 T 101.00 0.0016 PF 0.16 PT 115.50 ( 0) 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #2 (DRY) — FIRST FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 500 GPM CONNECTION TO SITE HYDRANT (NODE #4). IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 242 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 120 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G K -FACTOR: 5.62 TEMPERATURE: 165° F ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 360.9 GPM REQUIRED AT 102.8 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 860.9 GPM REQUIRED AT 114.1 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP Nt1l11'LlIa Wa•i_riO IoTSl Ifu►1Keltw /ani la*MYele�lzl WRORCE/ - DR U H H O N :I*9U1ULlI O O cc M Z 0 J LL U SHEET L OF I 1.fl M N r1 r-1 C i t\ O VD u1 O ISd NI 38f1SS3dd SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 860.9 GPM 121.07 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 206 26.68 18.00 5.62 22.53 207 26.22 18.00 5.62 21.77 208 26.10 18.00 5.62 21.57 210 24.52 18.00 5.62 19.04 211 22.23 18.00 5.62 15.65 212 20.53 18.00 5.62 13.35 213 19.37 18.00 5.62 11.88 214 18.67 18.00 5.62 11.04 215 18.34 18.00 5.62 10.65 216 18.25 18.00 5.62 10.54 218 24.20 18.00 5.62 18.54 219 21.94 18.00 5.62 15.23 220 20.26 18.00 5.62 12.99 221 19.11 18.00 5.62 11.56 222 18.42 18.00 5.62 10.74 223 18.09 18.00 5.62 10.36 224 18.00 18.00 5.62 10.26 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 25 TO 209 360.93 GPM 500.00 GPM 860.93 GPM 114.60 PSI 0.00 PSI 19.41 FPS 10-16-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 10-16-2000 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 223 224 1.728 L 7.75 C=100 PT 10.26 (224) Q 18.00 F=0 F 0.00 PE 0.00 BN2 T 7.75 0.0132 PF 0.10 222 223DQ 18.09 1.728 L 8.00 C=100 PT 10.36 (223) Q 36.09 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.0478 PF 0.38 221 222DQ 18.42 1.728 L 8.00 C=100 PT 10.74 (222) Q 54.51 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1025 PF 0.82 220 221DQ 19.11 1.728 L 8.00 C=100 PT 11.56 (221) Q 73.62 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1788 PF 1.43 219 220DQ 20.26 1.728 L 8.00 C=100 PT 12.99 (220) Q 93.88 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.2802 PF 2.24 218 219DQ 21.94 1.728 L 8.00 C=100 PT 15.23 (219) Q 115.81 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.4133 PF 3.31 217 218DQ 24.20 1.728 L 8.00 C=100 PT 18.54 (218) Q 140.01 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.5871 PF 4.70 26 217 1.728 L 0.67 C=100 PT 23.24 (217) Q 140.01 F=T F 12.00 PE 0.00 BN2 T 12.67 0.5871 PF 7.44 25 26 3.314 L 15.00 C=100 PT 30.68 ( 26) Q 140.01 F=0 F 0.00 PE 0.43 NC1 T 15.00 0.0246 PF 0.37 PT 31.48 ( 25) 215 216 1.728 L 7.75 C=100 PT 10.54 (216) Q 18.25 F=0 F 0.00 PE 0.00 BN1 T 7.75 0.0135 PF 0.10 214 215DQ 18.34 1.728 L 8.00 C=100 PT 10.64 (215) Q 36.59 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.0490 PF 0.39 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 10-16-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 213 214DQ 18.67 1.728 L 8.00 C=100 PT 11.03 (214) Q 55.26 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1051 PF 0.84 212 213DQ 19.37 1.728 L 8.00 C=100 PT 11.87 (213) Q 74.63 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1833 PF 1.47 211 212DQ 20.53 1.728 L 8.00 C=100 PT 13.34 (212) Q 95.16 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.2874 PF 2.30 210 211DQ 22.23 1.728 L 8.00 C=100 PT 15.64 (211) Q 117.39 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.4238 PF 3.39 209 210DQ 24.52 1.728 L 8.00 C=100 PT 19.03 (210) Q 141.92 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.6019 PF 4.82 25 209 1.728 L 0.67 C=100 PT 23.85 (209) Q 141.92 F=T F 12.00 PE 0.00 BN1 T 12.67 0.6019 PF 7.63 24 25DQ 140.01 3.314 L 15.00 C=100 PT 31.48 ( 25) Q 281.93 F=0 F 0.00 PE 0.43 NC1 T 15.00 0.0899 PF 1.35 PT 33.26 ( 24) 207 208 1.728 L 7.75 C=100 PT 21.57 (208) Q 26.10 F=0 F 0.00 PE 0.00 BN T 7.75 0.0262 PF 0.20 206 207DQ 26.22 1.728 L 8.00 C=100 PT 21.77 (207) Q 52.33 F=0 F 0.00 PE 0.00 BN T 8.00 0.0950 PF 0.76 205 206DQ 26.68 1.728 L 8.00 C=100 PT 22.53 (206) Q 79.00 F=0 F 0.00 PE 0.00 BN T 8.00 0.2037 PF 1.63 204 205 1.728 L 8.00 C=100 PT 24.16 (205) Q 79.00 F=0 F 0.00 PE 0.00 BN T 8.00 0.2037 PF 1.63 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. FILENAME: T1190W2 Location Flow Pipe in Size From To GPM IN 203 204 Q 202 203 Q 201 202 Q 79.00 79.00 79.00 1.728 BN 1.728 BN 1.728 BN 24 201 1.728 Q 79.00 BN 23 24DQ 281.93 3.314 Q 360.93 NC 22 23 3.314 Q 360.93 FM2 21 22 4.310 Q 360.93 FM1 20 21 4.310 Q 360.93 FM 19 20 4.310 Q 360.93 FR2 SFS JOB#: T1-190 K = 5.62 Fittings Devices F=0 F=0 F=0 F=T F=0 F=6E F=E F=2E/4E F=0/0 L F T L F T L F T L F T Equiv Length Ft 8.00 0.00 8.00 8.00 0.00 8.00 8.00 0.00 8.00 0.67 12.00 12.67 L 130.50 F 0.00 T 130.50 L 168.83 F 66.00 T 234.83 L 99.50 F 15.00 T 114.50 L 57.29 F 90.00 T 147.29 L F T 2.21 0.00 2.21 Friction Loss PSI/Ft C=100 0.2037 C=100 0.2037 C=100 0.2037 C=100 0.2037 C=100 0.1420 C=100 0.1420 C=100 0.0395 C=100 0.0395 10-16-2000 PAGE 4 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF C=100 PT PE 0.0395 PF 17 19 6.357 L 0.00 C=120 Q 360.93 F=0/0 F 0.00 FRi T 0.00 0.0042 COMMENT: 2.31 FEET ELEVATION ADDED FOR 1.0 P.S.I. LOSS COMMENT: 6 INCH GEM F3021 DRY PIPE VALVE. 11 17 6.357 Q 360.93 FR1 L F=T,GV F T Pressure Summary PSI 25.79 (204) 0.00 1.63 27.42 (203) 0.00 1.63 29.05 (202) 0.00 1.63 30.68 (201) 0.00 2.58 33.26 ( 24) 3.68 18.53 55.47 ( 23) 0.00 33.35 88.82 ( 22) 0.00 4.52 93.34 ( 21) 0.00 5.82 99.16 ( 20) 0.96 0.09 PT 100.21 ( 19) PE 1.00 PF 0.00 THRU 3.21 C=120 PT 101.21 ( 17) 42.00 PE 1.39 45.21 0.0042 PF 0.19 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #2 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W2 10-16-2000 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 8 11 6.357 L 3.71 C=120 PT 102.79 ( 11) Q 360.93 F=T F 38.00 PE 0.00 FR T 41.71 0.0042 PF 0.18 6 8 6.357 L 5.58 C=120 PT 102.97 ( 8) Q 360.93 F=E/CV F 51.00 PE 0.70 FR T 56.58 0.0042 PF 0.24 5 6 6.155 L 279.00 C=140 PT 103.91 ( 6) Q 360.93 F=T,GV/3E F 86.00 PE 0.22 UN3 T 365.00 0.0037 PF 1.35 4 5 8.265 L 40.00 C=140 PT 105.48 ( 5) Q 360.93 F=0/0 F 0.00 PE 0.00 UN1 T 40.00 0.0009 PF 0.04 3 4DQ 500.00 8.265 L 115.00 C=140 PT 105.52 ( 4) Q 860.93 F=E,GV F 25.00 PE 0.00 UN1 T 140.00 0.0044 PF 0.62 COMMENT: 500 G.P.M. ADDED AT NODE 4 FOR OUTSIDE HOSE STREAMS. 2 3 10.275 Q 860.93 UN L 200.00 C=140 PT 106.14 F=0/0 F 0.00 PE 0.00 T 200.00 0.0015 PF 0.30 ( 3) 1 2 10.275 L 0.00 C=140 PT 106.44 ( 2) Q 860.93 F=0/0 F 0.00 PE 8.00 UN T 0.00 0.0015 PF 0.00 COMMENT: 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 860.93 UN L 23.00 C=140 PT 114.44 ( 1) F=T,GV F 78.00 PE 0.00 T 101.00 0.0015 PF 0.15 PT 114.59 ( 0) 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #3 (DRY) — SECOND FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 500 GPM CONNECTION TO SITE HYDRANT(NODE #4). IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 162 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 120 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G K -FACTOR: 5.62 TEMPERATURE: 165° F ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 501.6 GPM REQUIRED AT 97.6 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 1,001.7 GPM REQUIRED AT 110.7 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP SHEET W g z 1-4 I,Zil$ii.ia7I MG11 !Ls1II_ViI: :e GI�i+�F4V ISliiW A I M H 3 ,-+ H W H H Co co O Cl) z w cc m O Q 0 417.3114ZU:I_ l J5 a CI- O O CO N 0 N 0 0 CO M OF I I r III r r 1 1 1 I I 0 0 0 -r. -.-.(p M in n UM ■ EM ME ■ ■ EMMEN Lf") M .-I ■ ■ ■ ■ •yi.r[u=ua ......... I - . MEM- U•u•_•UUIUU•UU_EmsI UUuUUU ,- M 0 ISd NI 3af1SS31:ld -CV -0 X 2 a 0 z w 2 m -J 0 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 1001.6 GPM 118.83 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 307 32.16 18.00 5.62 32.75 308 32.02 18.00 5.62 32.46 310 27.04 18.00 5.62 23.15 311 24.54 18.00 5.62 19.07 312 22.69 18.00 5.62 16.30 313 21.42 18.00 5.62 14.53 314 20.66 18.00 5.62 13.52 315 20.30 18.00 5.62 13.04 316 20.20 18.00 5.62 12.92 318 24.30 18.00 5.62 18.69 319 22.03 18.00 5.62 15.36 320 20.34 18.00 5.62 13.10 321 19.19 18.00 5.62 11.66 322 18.50 18.00 5.62 10.83 323 18.17 18.00 5.62 10.45 324 18.08 18.00 5.62 10.35 326 24.20 18.00 5.62 18.54 327 21.94 18.00 5.62 15.23 328 20.26 18.00 5.62 12.99 329 19.11 18.00 5.62 11.56 330 18.42 18.00 5.62 10.74 331 18.09 18.00 5.62 10.36 332 18.00 18.00 5.62 10.26 10-16-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 25 TO 309 501.65 GPM 500.00 GPM 1001.65 GPM 111.22 PSI 0.00 PSI 21.46 FPS 10-16-2000 PAGE 2 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 10-16-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 331 332 1.728 L 7.75 C=100 PT 10.26 (332) Q 18.00 F=0 F 0.00 PE 0.00 BN3 T 7.75 0.0132 PF 0.10 330 331DQ 18.09 1.728 L 8.00 C=100 PT 10.36 (331) Q 36.09 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.0478 PF 0.38 329 330DQ 18.42 1.728 L 8.00 C=100 PT 10.74 (330) Q 54.51 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.1025 PF 0.82 328 329DQ 19.11 1.728 L 8.00 C=100 PT 11.56 (329) Q 73.62 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.1788 PF 1.43 327 328DQ 20.26 1.728 L 8.00 C=100 PT 12.99 (328) Q 93.88 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.2802 PF 2.24 326 327DQ 21.94 1.728 L 8.00 C=100 PT 15.23 (327) Q 115.81 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.4133 PF 3.31 325 326DQ 24.20 1.728 L 8.00 C=100 PT 18.54 (326) Q 140.01 F=0 F 0.00 PE 0.00 BN3 T 8.00 0.5871 PF 4.70 27 325 1.728 L 0.67 C=100 PT 23.24 (325) Q 140.01 F=T F 12.00 PE 0.00 BN3 T 12.67 0.5871 PF 7.44 26 27 3.314 L 10.00 C=100 PT 30.68 ( 27) Q 140.01 F=0 F 0.00 PE 0.00 NC3 T 10.00 0.0246 PF 0.25 PT 30.93 ( 26) 323 324 1.728 L .7.75 C=100 PT 10.35 (324) Q 18.08 F=0 F 0.00 PE 0.00 BN2 T 7.75 0.0133 PF 0.10 322 323DQ 18.17 1.728 L 8.00 C=100 PT 10.45 (323) Q 36.24 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.0482 PF 0.39 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 Location Flow in From To GPM Pipe Size IN 321 322DQ 18.50 1.728 Q 54.74 BN2 320 321DQ 19.19 1.728 Q 73.93 BN2 319 320DQ 20.34 1.728 Q 94.27 BN2 318 319DQ 22.03 1.728 Q 116.30 BN2 317 318DQ 24.30 1.728 Q 140.60 BN2 26 317 1.728 Q 140.60 BN2 25 26DQ 140.01 3.314 NC2 Q 280.61 315 316 Q 314 315DQ Q 20.20 20.30 40.50 313 314DQ 20.66 Q 61.16 312 313DQ Q 21.42 82.58 1.728 BN1 1.728 BN1 1.728 BN1 1.728 BN1 Fittings Devices 10-16-2000 PAGE 4 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 8.00 C=100 PT 10.84 (322) F=0 F 0.00 PE 0.00 T 8.00 0.1033 PF 0.83 L 8.00 C=100 PT 11.67 (321) F=0 F 0.00 PE 0.00 T 8.00 0.1802 PF 1.44 L 8.00 C=100 PT 13.11 (320) F=0 F 0.00 PE 0.00 T 8.00 0.2824 PF 2.26 L 8.00 C=100 PT 15.37 (319) F=0 F 0.00 PE 0.00 T 8.00 0.4165 PF 3.33 L 8.00 C=100 PT 18.70 (318) F=0 F 0.00 PE 0.00 T 8.00 0.5917 PF 4.73 L 0.67 C=100 PT 23.43 (317) F=T F 12.00 PE 0.00 T 12.67 0.5917 PF 7.50 L 14.83 C=100 PT 30.93 ( 26) F=6E F 66.00 PE 0.00 T 80.83 0.0891 PF 7.20 PT 38.13 ( 25) L 7.75 C=100 PT 12.92 (316) F=0 F 0.00 PE 0.00 T 7.75 0.0163 PF 0.13 L 8.00 C=100 PT 13.05 (315) F=0 F 0.00 PE 0.00 T 8.00 0.0592 PF 0.47 L 8.00 C=100 PT 13.52 (314) F=0 F 0.00 PE 0.00 T 8.00 0.1268 PF 1.01 L 8.00 C=100 PT 14.53 (313) F=0 F 0.00 PE 0.00 T 8.00 0.2211 PF 1.77 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3. Location Flow in From To GPM Pipe Size IN 311 312DQ 22.69 1.728 Q 105.27 BN1 310 311DQ 24.54 1.728 Q 129.81 BN1 309 310DQ 27.04 1.728 Q 156.85 BN1 25 309 1.728 Q 156.85 BN1 24 25DQ 280.61 3.314 Q 437.47 NC1 307 308 Q 306 307DQ Q 305 306 Q 304 305 Q 303 304 Q 302 303 32.02 32.16 64.18 64.18 64.18 64.18 Q 64.18 1.728 BN2 1.728 BN 1.728 BN 1.728 BN 1.728 BN 1.728 BN Fittings Devices 10-16-2000 PAGE 5 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 8.00 C=100 PT 16.30 (312) F=0 F 0.00 PE 0.00 T 8.00 0.3464 PF 2.77 L 8.00 C=100 PT 19.07 (311) F=0 F 0.00 PE 0.00 T 8.00 0.5104 PF 4.08 L 8.00 C=100 PT 23.15 (310) F=0 F 0.00 PE 0.00 T 8.00 0.7244 PF 5.80 L 0.67 C=100 PT 28.95 (309) F=T F 12.00 PE 0.00 T 12.67 0.7244 PF 9.18 L 15.00 C=100 PT 38.13 ( 25) F=0 F 0.00 PE 0.00 T 15.00 0.2027 PF 3.04 PT 41.17 ( 24) L 7.75 C=100 PT 32.46 (308) F=0 F 0.00 PE 0.00 T 7.75 0.0383 PF 0.30 L 8.00 C=100 PT 32.76 (307) F=0 F 0.00 PE 0.00 T 8.00 0.1387 PF 1.11 L F=0 F T 8.00 C=100 PT 33.87 (306) 0.00 PE 0.00 8.00 0.1387 PF 1.11 L 8.00 C=100 PT 34.98 (305) F=0 F 0.00 PE 0.00 T 8.00 0.1387 PF 1.11 L 8.00 C=100 PT 36.09 (304) F=0 F 0.00 PE 0.00 T 8.00 0.1387 PF 1.11 L 8.00 C=100 PT 37.20 (303) F=0 F 0.00 PE 0.00 T 8.00 0.1387 PF 1.11 • SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 10-16-2000 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 301 302 1.728 L 8.00 C=100 PT 38.31 (302) Q 64.18 F=0 F 0.00 PE 0.00 BN T 8.00 0.1387 PF 1.11 24 301 1.728 L 0.67 C=100 PT 39.42 (301) Q 64.18 F=T F 12.00 PE 0.00 BN T 12.67 0.1387 PF 1.76 23 24DQ 437.47 3.314 L 59.50 C=100 PT 41.18 ( 24) Q 501.65 F=0 F 0.00 PE 0.00 NC T 59.50 0.2611 PF 15.54 22 23 4.310 L 174.50 C=100 PT 56.72 ( 23) Q 501.65 F=E F 15.00 PE 0.00 FM2 T 189.50 0.0726 PF 13.76 21 22 4.310 L 83.50 C=100 PT 70.48 ( 22) Q 501.65 F=3E/4E F 105.00 PE 5.13 FM1 T 188.50 0.0726 PF 13.69 20 21 4.310 L 15.46 C=100 PT 89.30 ( 21) Q 501.65 F=3E F 45.00 PE 0.00 FM T 60.46 0.0726 PF 4.39 19 20 4.310 L 2.21 C=100 PT 93.69 ( 20) Q 501.65 F=0/0 F 0.00 PE 0.96 FR2 T 2.21 0.0726 PF 0.16 16 19 6.357 L 0.00 C=100 PT 94.81 ( 19) Q 501.65 F=0/0 F 0.00 PE 1.00 FR1 T 0.00 0.0109 PF 0.00 10 16 6.357 L 3.21 C=120 PT 95.81 ( 16) Q 501.65 F=T,GV F 42.00 PE 1.39 FR1 T 45.21 0.0078 PF 0.35 8 10 6.357 L 3.71 C=120 PT 97.55 ( 10) Q 501.65 F=T F 38.00 PE 0.00 FR T 41.71 0.0078 PF 0.33 6 8 6.357 L 5.58 C=120 PT 97.88 ( 8) Q 501.65 F=E/CV F 51.00 PE 0.70 FR T 56.58 0.0078 PF 0.44 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #3 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W3 10-16-2000 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 5 6 6.155 L 279.00 C=140 PT 99.02 ( 6) Q 501.65 F=T,GV/3E F 86.00 PE 0.22 UN3 T 365.00 0.0069 PF 2.52 4 5 8.265 L 40.00 C=140 PT 101.76 ( 5) Q 501.65 F=0/0 F 0.00 PE 0.00 UN1 T 40.00 0.0016 PF 0.06 3 4DQ 500.00 8.265 L 115.00 C=140 PT 101.82 ( 4) Q 1001.65 F=E,GV F 25.00 PE 0.00 UN1 T 140.00 0.0059 PF 0.83 COMMENT: 500 G.P.M. ADDED AT NODE 4 FOR OUTSIDE HOSE STREAMS. 2 3 10.275 Q 1001.65 UN L 200.00 C=140 PT 102.65 ( 3) F=0/0 F 0.00 PE 0.00 T 200.00 0.0020 PF 0.40 1 2 10.275 L 0.00 C=140 PT 103.05 ( 2) Q 1001.65 F=0/0 F 0.00 PE 8.00 UN T 0.00 0.0020 PF 0.00 COMMENT: 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 1001.65 UN L 23.00 C=140 PT 111.05 ( 1) F=T,GV F 78.00 PE 0.00 T 101.00 0.0020 PF 0.20 PT 111.25 ( 0) 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #4 (DRY) — SECOND FLOOR HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 13 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 500 GPM CONNECTION TO SITE HYDRANT (NODE #4). IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 362 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 120 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: G TEMPERATURE: 165° F K -FACTOR: 5.62 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 358.8 GPM REQUIRED AT 102.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 858.8 GPM REQUIRED AT 114.1 PSI AT CONNECTION TO CITY MAIN (INCLUDING 500 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP z H P -i H a VIRGINAL .A 1 O P4 H 01 al W CH H CD ci Cl) z Ix m 0 0 0 Q 410]:1IL171h LIJ .YSTEMS 4 - DR 11L11• 1 `PLY DAT_ Q d d CO N r -I 0 H H O O N 1*91U11LlI z 0 -J U- tti H I SHEET n. I O N w 0 J 0 z • • • If O tJ't M N O Ol Lt" n O '0 ISd NI 3 df1SS3ad C u' cv- OF 0 0) co O - CO N - SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 858.8 GPM 121.10 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 406 26.32 18.00 5.62 21.93 407 25.87 18.00 5.62 21.18 408 25.75 18.00 5.62 20.99 410 24.35 18.00 5.62 18.77 411 22.07 18.00 5.62 15.42 412 20.38 18.00 5.62 13.16 413 19.23 18.00 5.62 11.71 414 18.54 18.00 5.62 10.88 415 18.20 18.00 5.62 10.49 416 18.11 18.00 5.62 10.39 418 24.20 18.00 5.62 18.54 419 21.94 18.00 5.62 15.23 420 20.26 18.00 5.62 12.99 421 19.11 18.00 5.62 11.56 422 18.42 18.00 5.62 10.74 423 18.09 18.00 5.62 10.36 424 18.00 18.00 5.62 10.26 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 27 TO 409 358.83 GPM 500.00 GPM 858.83 GPM 114.08 PSI 0.00 PSI 19.27 FPS 10-16-2000 PAGE 1 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 10-16-2000 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 423 424 1.728 L 7.75 C=100 PT 10.26 (424) Q 18.00 F=0 F 0.00 PE 0.00 BN2 T 7.75 0.0132 PF 0.10 422 423DQ 18.09 1.728 L 8.00 C=100 PT 10.36 (423) Q 36.09 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.0478 PF 0.38 421 422DQ 18.42 1.728 L 8.00 C=100 PT 10.74 (422) Q 54.51 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1025 PF 0.82 420 421DQ 19.11 1.728 L 8.00 C=100 PT 11.56 (421) Q 73.62 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.1788 PF 1.43 419 420DQ 20.26 1.728 L 8.00 C=100 PT 12.99 (420) Q 93.88 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.2802 PF 2.24 418 419DQ 21.94 1.728 L 8.00 C=100 PT 15.23 (419) Q 115.81 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.4133 PF 3.31 417 418DQ 24.20 1.728 L 8.00 C=100 PT 18.54 (418) Q 140.01 F=0 F 0.00 PE 0.00 BN2 T 8.00 0.5871 PF 4.70 28 417 1.728 L 0.67 C=100 PT 23.24 (417) Q 140.01 F=T F 12.00 PE 0.00 BN2 T 12.67 0.5871 PF 7.44 27 28 3.314 L 15.00 C=100 PT 30.68 ( 28) Q 140.01 F=0 F 0.00 PE 0.00 NC1 T 15.00 0.0246 PF 0.37 PT 31.05 ( 27) 415 416 1.728 L 7.75 C=100 PT 10.39 (416) Q 18.11 F=0 F 0.00 PE 0.00 BN1 T 7.75 0.0134 PF 0.10 414 415DQ 18.20 1.728 L 8.00 C=100 PT 10.49 (415) Q 36.32 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.0484 PF 0.39 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 10-16-2000 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 413 414DQ 18.54 1.728 L 8.00 C=100 PT 10.88 (414) Q 54.86 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1037 PF 0.83 412 413DQ 19.23 1.728 L 8.00 C=100 PT 11.71 (413) Q 74.09 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.1809 PF 1.45 411 412DQ 20.38 1.728 L 8.00 C=100 PT 13.16 (412) Q 94.47 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.2835 PF 2.27 410 411DQ 22.07 1.728 L 8.00 C=100 PT 15.43 (411) Q 116.54 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.4181 PF 3.34 409 410DQ 24.35 1.728 L 8.00 C=100 PT 18.77 (410) Q 140.89 F=0 F 0.00 PE 0.00 BN1 T 8.00 0.5939 PF 4.75 27 409 1.728 L 0.67 C=100 PT 23.52 (409) Q 140.89 F=T F 12.00 PE 0.00 BN1 T 12.67 0.5939 PF 7.52 26 27DQ 140.01 3.314 L 15.00 C=100 PT 31.04 ( 27) Q 280.90 F=0 F 0.00 PE 0.00 NC1 T 15.00 0.0893 PF 1.34 PT 32.38 ( 26) 407 408 1.728 L 7.75 C=100 PT 20.99 (408) Q 25.75 F=0 F 0.00 PE 0.00 BN T 7.75 0.0256 PF 0.20 406 407DQ 25.87 1.728 L 8.00 C=100 PT 21.19 (407) Q 51.61 F=0 F 0.00 PE 0.00 BN T 8.00 0.0927 PF 0.74 405 406DQ 26.32 1.728 L 8.00 C=100 PT 21.93 (406) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 404 405 1.728 L 8.00 C=100 PT 23.52 (405) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 10-16-2000 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 403 404 1.728 L 8.00 C=100 PT 25.11 (404) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 402 403 1.728 L 8.00 C=100 PT 26.70 (403) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 401 402 1.728 L 8.00 C=100 PT 28.29 (402) Q 77.93 F=0 F 0.00 PE 0.00 BN T 8.00 0.1986 PF 1.59 26 401 1.728 L 0.67 C=100 PT 29.88 (401) Q 77.93 F=T F 12.00 PE 0.00 BN T 12.67 0.1986 PF 2.52 25 26DQ 280.90 3.314 L 76.75 C=100 PT 32.40 ( 26) Q 358.83 F=6E F 66.00 PE 0.00 NC T 142.75 0.1405 PF 20.06 24 25 3.314 L 70.67 C=100 PT 52.46 ( 25) Q 358.83 F=0 F 0.00 PE 0.00 FM4 T 70.67 0.1405 PF 9.93 23 24 4.310 L 215.67 C=100 PT 62.39 ( 24) Q 358.83 F=6E F 90.00 PE 0.00 FM3 T 305.67 0.0391 PF 11.95 22 23 4.310 L 254.67 C=100 PT 74.34 ( 23) Q 358.83 F=E F 15.00 PE 0.00 FM2 T 269.67 0.0391 PF 10.54 21 22 4.310 L 74.00 C=100 PT 84.88 ( 22) Q 358.83 F=4E F 60.00 PE 5.13 FM1 T 134.00 0.0391 PF 5.24 20 21 4.310 L 13.71 C=100 PT 95.25 ( 21) Q 358.83 F=5E F 75.00 PE 0.00 FM T 88.71 0.0391 PF 3.47 19 20 4.310 L 2.21 C=100 PT 98.72 ( 20) Q 358.83 F=0/0 F 0.00 PE 0.96 FR2 T 2.21 0.0391 PF 0.09 SUBMITTAL SERIAL NO:2244HY9 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 SYSTEM #4 - DRY SYSTEM TREE MOST DEMANDING AREA .15 G.P.M. / 1,950 SQ. FT. K = 5.62 FILENAME: T1190W4 10-16-2000 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 15 19 6.357 L 0.00 C=100 PT 99.77 ( 19) Q 358.83 F=0/0 F 0.00 PE 1.00 FR1 T 0.00 0.0059 PF 0.00 COMMENT: 2.31 FEET ELEVATION ADDED FOR 1.0 P.S.I. LOSS THRU COMMENT: 6 INCH GEM F3021 DRY PIPE VALVE. 9 15 6.357 L 3.21 C=120 PT 100.77 ( 15) Q 358.83 F=T,GV F 42.00 PE 1.39 FR1 T 45.21 0.0042 PF 0.19 8 9 6.357 L 0.79 C=120 PT 102.35 ( 9) Q 358.83 F=T F 38.00 PE 0.00 FR T 38.79 0.0042 PF 0.16 6 8 6.357 L 5.58 C=120 PT 102.51 ( 8) Q 358.83 F=E/CV F 51.00 PE 0.70 FR T 56.58 0.0042 PF 0.24 5 6 6.155 L 279.00 C=140 PT 103.45 ( 6) Q 358.83 F=T,GV/3E F 86.00 PE 0.22 UN3 T 365.00 0.0037 PF 1.35 4 5 8.265 L 40.00 C=140 PT 105.02 ( 5) Q 358.83 F=0/0 F 0.00 PE 0.00 UN1 T 40.00 0.0009 PF 0.04 3 4DQ 500.00 8.265 L 115.00 C=140 PT 105.06 ( 4) Q 858.83 F=E,GV F 25.00 PE 0.00 UN1 T 140.00 0.0044 PF 0.62 COMMENT: 500 G.P.M. ADDED AT NODE 4 FOR OUTSIDE HOSE STREAMS. 2 3 10.275 Q 858.83 UN L 200.00 C=140 PT 105.68 ( 3) F=0/0 F 0.00 PE 0.00 T 200.00 0.0015 PF 0.30 1 2 10.275 L 0.00 C=140 PT 105.98 ( 2) Q 858.83 F=0/0 F 0.00 PE 8.00 UN T 0.00 0.0015 PF 0.00 COMMENT: 18.46 FEET ELEVATION ADDED FOR 8.0 P.S.I. LOSS THRU COMMENT: 10 INCH EXISTING DOUBLE DETECTOR CHECK VALVE ASSEMBLY. 0 1 10.275 Q 858.83 UN L 23.00 C=140 PT 113.98 ( 1) F=T,GV F 78.00 PE 0.00 T 101.00 0.0015 PF 0.15 PT 114.13 ( 0) 5F5 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 PARKING GARAGE JOB NO. T1-190 DATE 09 - 15 - 00 ADDRESS EAST MARGINAL WAY SOUTH BY BOB COLLINS TUKWILA, WASHINGTON SYSTEM DESIGNATION: #5 (DRY) — STAND PIPE SYSTEM HAZARD DESCRIPTION: ORDINARY GROUP 1 HAZARD CLASS PER NFPA 14 SPECIFIC RULING: RULING MADE BY: OF DENSITY: 250 G.P.M. @ 100 P.S.I. FROM THE (2) MOST REMOTE HOSE VALVES PLUS 250 G.P.M. FOR EACH ADDITIONAL STANDPIPE AT POINT OF CONNECTION TO COMMON PIPING UP TO 1250 G.P.M. TOTAL FLOW. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 0 GPM IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 0 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 0.00 SQUARE FEET SPRINKLER MANUFACTURER: MODEL: TEMPERATURE: K -FACTOR: ORIFICE SIZE: WATER SUPPLY: STATIC: 128 PSI RESIDUAL: 20 PSI FLOW: 3,800 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: AT SITE BASE OF RISER DEMAND 1,256.5 GPM REQUIRED AT 159.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 1,256.5 GPM REQUIRED AT 173.6 PSI AT CONNECTION TO CITY MAIN (INCLUDING 0 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP •1$' ' E L P `' INC ARA 11Li7:11FIT : TY • R PP Y • I ST •R INAL AY 0 T a a 0- 0 0 co 0 Z_ 0 J LL %'I iii:11LTZ,. s - 1 u. WMUITIVIAAV SHEET OF I– Q a 0 cc — w Cl) u- 0 0 w N — Q Z — Q — w — O 2 w — W N J — } Z V% 0 0 0) co n Jil 0 co 0 0 0 0 co 0 cc ISd NI 31df1SS3»d C 0 0 CO N T 0 SUBMITTAL SERIAL NO:2244HY9 09-29-2000 PAGE 1 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 DRY STANDPIPE SYSTEM 100 P.S.I. @ 250 G.P.M. FOR THE (2) MOST REMOTE HOSE VALVES PLUS 250 G.P.M. FOR EACH ADDITIONAL STANDPIPE UP TO 1,250 G.P.M. TOTAL FLOW. FILENAME: T1190SP FLOW TEST RESULTS Water Supply STATIC 128.00 PSI RESIDUAL 20.00 PSI @ 3800.00 GPM CITY PRESSURE AVAILABLE AT 1256.5 GPM 114.06 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 9 256.48 250.00 25.00 105.25 10 250.00 250.00 25.00 100.00 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 OUTFLOWS AT 5 OUTFLOWS AT 6 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 506.48 GPM 250.00 GPM 250.00 GPM 250.00 GPM 1256.48 GPM 173.59 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 0 TO 1 13.55 FPS SUBMITTAL SERIAL NO:2244HY9 09-29-2000 PAGE 2 GROUP HEALTH PARKING GARAGE SFS JOB#: T1-190 DRY STANDPIPE SYSTEM 100 P.S.I. @ 250 G.P.M. FOR THE (2) MOST REMOTE HOSE VALVES PLUS 250 G.P.M. FOR EACH ADDITIONAL STANDPIPE UP TO 1,250 G.P.M. TOTAL FLOW. FILENAME: T1190SP Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 9 10 4.310 L 11.58 C=100 PT 100.00 ( 10) Q 250.00 F=0 F 0.00 PE 5.02 NC T 11.58 0.0200 PF 0.23 8 9DQ 256.48 4.310 L 2.67 C=100 PT 105.25 ( 9) Q 506.48 F=T F 29.00 PE 1.16 NC T 31.67 0.0739 PF 2.34 7 8 4.310 L 38.96 C=100 PT 108.75 ( 8) Q 506.48 F=4E F 60.00 PE 0.00 FM2 T 98.96 0.0739 PF 7.31 6 7 6.357 L 139.08 C=100 PT 116.06 ( 7) Q 506.48 F=8E,BV F 160.00 PE 0.00 FM1 T 299.08 0.0111 PF 3.32 5 6DQ 250.00 6.357 L 149.58 C=100 PT 119.38 ( 6) Q 756.48 F=0 F 0.00 PE 0.00 FM1 T 149.58 0.0234 PF 3.50 COMMENT: 250 G.P.M. ADDED AT NODE 6 FOR ADDITIONAL STANDPIPE. 4 5DQ 250.00 6.357 L 68.83 C=100 PT 122.88 ( 5) Q 1006.48 F=8E F 144.00 PE 0.00 FM1 T 212.83 0.0397 PF 8.45 COMMENT: 250 G.P.M. ADDED AT NODE 5 FOR ADDITIONAL STANDPIPE. 3 4DQ 250.00 6.357 L 215.00 C=100 PT 131.33 ( 4) Q 1256.48 F=T F 38.00 PE 0.00 FM1 T 253.00 0.0598 PF 15.13 COMMENT: 250 G.P.M. ADDED AT NODE 4 FOR ADDITIONAL STANDPIPE. 2 3 6.357 L 51.37 C=100 PT 146.46 ( 3) Q 1256.48 F=5E/E F 108.00 PE 0.00 FM T 159.37 0.0598 PF 9.53 1 2 6.357 L 6.83 C=100 PT 155.99 ( 2) Q 1256.48 F=0/0 F 0.00 PE 2.96 FR T 6.83 0.0598 PF 0.41 0 1 6.155 L 308.00 C=140 PT 159.36 ( 1) Q 1256.48 F=2E/3E F 65.00 PE 0.22 UN T 373.00 0.0376 PF 14.02 PT 173.60 ( 0) GROUP HEALTH COOPS TIVE 12401 EAST MARGINAL WAY S. TUK .`. ILA, .` A 98168 CODE INFORMATION SCOPE OF WORK GENERAL NOTES LEGEND BUILDING CODE: WASHINGT❑N STATE BUILDING CODE 2009 INTERNATI❑NAL FIRE CODES AS AMENDED BY WAC 51-54 AND THE CITY OF TUKWILA BUILDING CODE AUTHORITY; CITY OF TUKWILA OCCUPANCY: GROUP B CONSTRUCTION TYPE: 1—A FIRE PROTECTION: FULL SPRINKLER COVERAGE PER NFPA 13 CONSTRUCTION AREA: 1ST FLOOR ADD 1-15cd STROBE TO CONFERENCE ROOM LOCATE CIRCUIT END—OF—LINE AND CONFIRM CIRCUIT CAPACITY IS WITHIN LIMITS. ComrriN r�.s in Pe �Wi tc } 'ii i"! ... Letter These plans have been revieweri hy The Tukwila Fire ^revention Oureau for .. )4o, nz. :€ : it+, current City -randards. Accer,r:;nr.; r:i ,_ r and u,nissions which eo :,;;,,::0,0:, of adopted -tandards and ordinnr!cf::+. r, I:.a;!', ::!f)i±±1:y for the adequacy of design rests totaii,; Additions, deletions or revisions vision to r , . orawings after this date will void this ar:ceptencc Li , ,Ili reciu;re a resubmittal of revised drawings i+;,. z..; . ;. s }t approval. Final acceptance Is subject to field fie.-: and inspection by The Tukwila Fire Preventioi i Bueau. II --I- 1 Date: Ii4' s1 � NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and temiination of the testinrj. TUKWILA ERE Please call 206-575-4 407 and gide this Fire Pe ft No. and exact address for shut- down hutdown or restoration approval. 1. SPEAKERS (IF USED FOR THIS PROJECT) ARE TAPPED AT 70V -1/4 WATT. 2. STROBES CANDELAS ARE ON THE FIELD DRAWINGS. 3. REVIEW CUT SHEETS SUPPLIED WITH DEVICES BEFORE TERMINATION. 4. ALL WALL -MOUNTED AUDIBLE & VISUAL SIGNALING APPLIANCES SHALL HAVE THEIR HEIGHTS ABOVE THE FINISHED FLOOR AT 80" TO BOTTOM. NFPA 72, 1999 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). 5. ALL EQUIPMENT SHALL BE U.L. LISTED. 6. 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. 7. POINT AND COMMON ANNUNCIATION AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 8. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 9. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE UL LISTED (UUJS). 11. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS. 12. 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. THESE AS-BUILTS TO BE TURNED INTO G.S.S FOR PROJECT CLOSE-OUT DRAWINGS QTY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT E FACP FIRE ALARM CONTROL PANEL EXISTING EXISTING 66" A.F.F. E RPS REMOTE POWER SUPPLY EXISTING PROVIDED 66" A.F.F. E A ADDRESSABLE SMOKE DETECTOR EXISTING 4S DEEP BOX w/SNGL GANG CEILING E F ADDRESSABLE MANUAL PULL STATION EXISTING 4S DEEP BOX w/SNGL GANG 48" TO HANDLE CEILING MOUNT STROBES X=Candela Setting EXISTING 4S DEEP BOX w/SNGL GANG CEILING X WALL MOUNT STROBES X=Candela Setting RSS-24—MCC—W WHEELOCK 4S DEEP BOX w/SNGL GANG 80" TO BOTTOM SUBSCRIPT: N = NEW DEVICE R = RELOCATE DEVICE E = EXISTING DEVICE D = DEMO DEVICE WIRE SCHEDULE WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS MIN. SIZE TYPE COLOR CODE D P S S' V V' DATA LINE—ADDRESSABLE LOOP DEVICE POWER — 24VDC SIGNALING CIRCUIT FEED — NOTIFICATION SIGNALING CIRCUIT RETURN — NOTIFICATION SUPERVISED VOICE CIRCUIT—FEED SUPERVISED VOICE CIRCUIT—RETURN 2 2 2 2 2 2 #16 #14 #14 #14 #16 #16 TWISTED PAIR FPL/FPLR FPL/FPLR FPL/FPLR TWISTED PAIR TWISTED PAIR RED+, BLK— RED+, BLK— RED+, BLK— RED+, BLK— RED+, BLK— RED+, BLK— SHEET INDEX SHEET DESCRIPTION FA -01 CODE INFORMATION, INDEX, LEGEND, GENERAL NOTES, TYPICAL WIRING FA -02 FLOOR PLAN TYPICAL WIRING HORN STROBE 6 HORN / STROBE CKT— TYDC A E 0 STROBE J JL STROBE WI \G / TO HORN / STROBE OR END OF LINE Copyright 2006 by Guardian PAID NOV -9 2011 TUKWILA FIRE Security Systems, Inc. All Rights Reserved 1743 1ST AVE. FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS IREV. BY: l IDBS I DESCRIPTION SUBMITTED FOR APPROVAL DATE 0 N 0 W Q z(')00 W OQ� 05(0) OP< 02Pt 1-4f-)2 (D- s‘2‹� I Q o� a N- 11 r O V Cr) CD V LLI O cr W W CD CD J a O cam_' CD UJO 4CALE: 1/8" = 1'-0"" DRAWN BY: D.SAGRELIUS DESIGNED BY: D.SAGRELIUS DATE: 10/20/1 1 BACKROUND PLAN PROVIDED BY: UNIMARK \OB NUMBER: 55xx y SHEET FA -01 s' P71a3 /(2j Y/ griaturdini.. 111,1 4viiriii;riorzir.AtAkve.wilormarmixisylIKiii'l411110*- 141074iiiipr ArmLIVA -4111irrieriiigragragragrddi, rI.ku '1110 IU I - 4,# . lei !: a 1.,1000 r "rdilli:1111121rd1112171111:4711114111111 1*111161.1111-411r47911111:1111.Alik111114111"diliklillrr16 1414#4111414c 1.11114111111311i4 11172111111'41111111:PI g 41)4 dio 41"a, 401.0441.40. 4: 14 040. UM INV MEV. I I I it 4 it ;1 ' gip i .ir *jilt foi.; 1..21p3:Qpiii, 4 r, .a.„PI r 4ip 1,1 IF 111141.1r III :lid :Tv" ihrh 11 111 I I 614 141111,.._ ir el' *All I I ALA' Ilk '1,114 41141111 +AIL 01011114411411. dbd, 441rillitillilli1111"6111i;'1141111111r:idallr. '41404 F.IL. Ihr" d -rip 49 ch 00frioal 0. I. 0111 : d 1 AI 1174071re mit) 11111t. 14+4 12111.11111.11111: i. I I, II' .11 '11111Plir+441,-Ir'4111"" d!i-hdigi6"1. 197 • Ilk 414, 41!, 410"410 • 44 1.741111.wimh:Ir"al iik; arc I I OEM 1711FAI .1 Ash., 1 00 111111-1111'' 1.row...er III! I fillkoitilibor...d1L.44 410". .4044 • 410,46.14r,littf 410.41 lor 101.4656. 44r *IP , • A. AIL siLipikrALArALLip-if 6 h, AIL" mrlit.eirtifil 4P L eirA711rA2 ' ' MN 110 4 IP 111011 1111111 41 MAIM OW i 111.1: ill,i; I I I II 411 1. I 1.14Lr-rd.'dit.A1Z41 'ill' 11116 to ... a mr-nomeo4 riLirk,-1.40 I ea" ,.! 1 1 .ir -IMF Tr Intl ip .1 RA.1 r 411 r411° 9'11 74111.11:4111 4111FSIYffird ill. Fr4P I I l'ii 0 :It illikIlitl It I ; lb7411 1641,,.1111`ardib74 10 NS i Iiiirligtiril juP1111 I Ill 17 ' I: l:r mipir,Ir t:41, 1 r Mk 4 I 1 I ikAilli 6.1.'12 diliVillialliv h1 1 1. 41. • • 11. fi.I I. imit. II 1.14k . i lik..,491!A 1116,1 10 i : dial. 140,7 IW lir 11 17411111iji. dign I I I , 46, -Nr -iii Ilfti Ili, 114 ',...4111fir.4117,F.41 . .• • i 4 0 i . 4 . p -1011 moire Ileal Mb 1 I 1 . I ar -a id I tdik 1 . lort lildwillos inAlloina ion I 1 sj im, , ic I .111. lir .1.711111r.111. MIR ni AIL . b '•d iiilL . .am mr ...9mirue111Prall.,111 rr,.... A 4. - - - ,41411priiiralb, ALAI AL 486 ali alibi Ah di A J1 -EWA.. NOWA& 1111111r.LINNInal iiim dB. mumr.aa -nor aosra mmnah^s I • '.."' " 71 lk 1110 1140 19 (2.1 SHOWN) STAFF SHORT WALLS 6X3 QUADS ALS MEM Ihn I 711= Eli 111111111111111• 1111vom 21( 24 SHOWN ) STAFF Revise d t 0 5 3" • .111111.11,113 pi3.01MSED WALL "OpEN iNG" IL P °lir 1'4 &I 5 U. iii Err I' 24.4 It_idil I ' .Por u I Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved NOMIWMWRATIMICK:1 Pr) 00 0' z 0 F - z (I) (.15 L11 (f) (f) F) AX 206 628-4991 NM 206 622-654 0 t11.1 Lu F- CL) 2 _J 0 ce 0 Ii- 0 0 0 0 (i) "ALE: 1/8" = DRAWN BY: D.SAGRELIUS DESIGNED BY: D.SAGRELIUS DATE: 10/20/11 BACKROUND PLAN PROVIDED BY: PRIME .1.013 NUMBER: 55xxy SHEET FA -02 r - I I I I I I I I e -01110-r.. 0 Ex 5T I NO -I(AN STRODE. LRY OUT EXISTING MoRN STROBE O REMovE • REMAINS /�___� Irk== -39 ¢illtlia f- r M . II II IREF] _ JI I RFdI JL JL 1r JL El - J — 7 — J J J —1 f -1 /1' N_1 ON___� L AIw IL-- 4: 1ST FLOOR DEMOLITION PLAN - PRIMARY CARE SUITE Scale: 1/8" = 1'-0" �� �� IIS I1 N »w \-\ o RN STROBE LAY O LT Fr===19 ¢io coE =-- NII IIN i L`- - =___==� ITri 8A t FE. to ntnw. ill. IO RELOCATED ExLST, A/C, rl yrs == yrs s-� r� p_ =-= s s rya rya a .Q rs Isms tensa rs� a .Q mut m- .1 sg®s s�s$a a 1z-' ` �' -=1 f=-' ` -.� 1=-' `1= Ji . F• .9 �- '� `- $fII I Io■ oII IIII I I ° In ° I I I I II I I o e o I I I II I I I a mfirfl I II II o ■ o II 11 lI_I ■ I_!J IL_I ■ I_IJ ti_I I I_ LI_I It n e 4,e \W n • I ° §fI@ssas II r- =1 I=- - r= I I I I I I I II /1. II r II - - e . - - e o m° r Qs sts ssar r o II I I malt sa swot sti I e u W It ° II ° 1 I ° e -®ago are®s PRIIIIIM411111111111111111 11.3311,11 O 10 ° I I I - o II o I I . o 1 le�7"� II �� �' R I II Li 11 ■ I o n sssss-®stat ° II o 11 II H I_J ■ n II I r1-1 ° ■ 0 I-1 II II ®II. II Isssaeessas®e. o ® 0 ILWI e ■ Li 11 II I II II '- -smos s ss is .11 11 L�_I P1_J II _ I _ 1 ° m 0 I 1 II I 41m'-s+ries i.1_' ■ ° 11_J I I In I I e I WORKSTATIONS ** PRARY CARE - CALL CEN WORKSTATIONS 109 .1 I w v I r Fr —17J ■ —'1 — T1 I j — I I _ , — r _ I II it H ° li i1 I - ° li it 11 II ° r ° 11 11 II II a- a ® .. . loot 00 00 I I I I A I I ■ I I I I 111I I ■ I I III • I _� \ 4400 _ 1� I S I I 11 I I 0 I • I ` 11 I 0 I I. C I I II 1 I �`; --�� - n - - .' • _ _� _ • '. a II ©�i;o� ti ■ , ▪ IP •. •'. a 1' a 1°'6 as seas=26.=.461-aTsaNij I r I I t;J t I 0 I I II I I II ° I I I I I I II °■° I I I I I I 11 ° - 1 I I I L __tt J L J L J L n � � p i - 11 11 LIz zoos soma J m e B-.ra ZTd r®UUU W IIsI° I I . o 1 U-smo&moo19 tH ®mssooQls RELOCATED FIRE HER CD 20A 0 ,bed RELOCATED FIRE EXTINGUISHER 11044 F •I = =7 'ka i ID cr n 1 !--- 77r - -- P •w0cry 1 r1 _!i L!_I i, I • N I,ID tr 1 I I I 1 I I I 1 • I I I I I I •'I L_J • L_J• 108 EI15A ** EXISTING OFF1 Iv I 1 -it ---T- i1-" I'r' II II II II •1 .4t5 ,011 .,161 half I-- I **r-, E-, I I I I 1 I I I I I I I L_J L_J L_J 14'-11" 1ST FLOOR PLAN - PRIMARY CARE SUITE 1 I 1 I I 1 r I i i I MI MI NM MI MEI MI 3C i rUKWILA FIRE DEPARTMLN1 Please call; 575.4407, and give this jo ACCEPTED and exact address for shuf� down or restoration aboro» aI, Without Comments AsNoted lnRed Per The Attached Letter a nese plans have been reviewed by The Tukwila Fire Prevention Bureau -for cot for rnance with current city standards. -Act: :p.;?. t'GE: i : ut.ti&:.t to errors and omission: +rr ; l r ,yr, 1 t .Noirioi ize violations of adopted standards altcl i y',:,ttt :n:.:- The responsibility for the • adequacy of+i:;: ,:jl i t = o' .iII�l v itI I the designer. Additions; dal t:ocls of .r€;•:rasions to these drawings. atter this date will void thss acceptance and will require a resubmittat of revised drawings for subsequent approval. final acceptance is subject to field test and inspection b\ The Tukwila. Fire Prevention Bureau. p �I/ Date: 0-17 o 8 By: S I PO TA T NOTKE Because of increased demand our inspectors' schedules are booked 3-7 days ahead.. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an S inspection. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be, presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test w11 result in a Re -inspection Fee and termination of the testing. FILE COPY PRIMELECTRIC S INC. E/ectricsl Construction Design s Service 425-747-5200 The tOrindtIQn bontdlned o( thdie jloCitriiaMi if -the work prodiid and ptopd-1,' of !wok E/ecfi4 Inc. and IS not usable by any party without eiptessed mitten content of Mme Electric, • Inc. Prime .klechic only designs electrical work fm• !mediations that It directly perfo nu with its ann resources. In the event that another par(. Is installing elecnleal work contained Irhhln these documents, they do so at their own risk inn, &fine Mottle, lac, takes no,'respani.i6pt(forfh}cormnppietenefs orq'cc,nacJ'of(heseelo umetils, Pio inggtneet.heOlaW�'pp'!¢ *Weil on these documetnd,, It id nett anti Ieid imless Installed by Prime Electric, Ina. - PROJECT: GIZaup WEALTH• ANC). CALL. CENTER • SITE ADDRESS: 1214-01 EAST- ' MARGINAL WAY S. Tv Kw l LA' I \n/i4 JOB NUMBER: REGISTRATION: • KEYPLAN: DESIGN TEAM:, . . Design: Drawn: Checked: Date: SCALE: • REVISIONS: . SHEET TITLE: SHEET NO. ' Siemens Cerberus Division: N U Cci 0 D:\DWGS\2000\20171-Ghc\20171COV.dwg / PROGRAMMABLE RELACONTACTS (SEE NOTE 1) 1e( 2P�- 30 40 50 6 T 70 80 A -A • TO NEXT - ADDRESSABLE DEVICE • / NOTE 21 TSI-� WR\G PROGRAMMABLE RELAY _ CONTACTS (SEE NOTE 1) c I - 3.6K 1 /4WATT --- CONTACTS N 0. FOR GEN. ALARM PNL c / 1P, / FROM MXL CONTROL - PANEL OR FROM PREVIOUS ADDRESSABLE DEVICE DEDICATED 120VAC SMOKE/FIRE DAMPER CONTROL POWER (L1) RPR -1 30 40 50 60 70 80 NOTE 2 TSI WI DETAIL NOT TO SCALE TO NEXT - ADDRESSABLE DEVICE • A0 C0 DAMPER SOLENOIDS • 0 (-) FACP 0 (+) 24VDC NOTES: 1. Relay contacts are rated: 2A, 125VAC inductive or 2A, 30 VDC resistive The relay is shown in energized position. FOR FIRE/SMOKE DAMPER FROM MXL CONTROL - PANEL OR FROM PREVIOUS / ADDRESSABLE DEVICE DEDICATED 120VAC DOOR HOLDER CONTROL POWER (L1) RPR -1 14\G DETAIL NOT TO SCALE 0- 0- -0 + A0 (L1) DOOR HOLDER (N) C0 0 (-) FACP (+) 24VDC NOTES: 1. Relay contacts are rated: 2A, 125VAC inductive or 2A, 30 VDC resistive The relay's are shown in non -alarm position. FOR DOOR HOLDER CONTROL 0 s A -F HVAC SHUTDOWN HVAC SHUTDOWN AD -11P 5 2 1 B /04 RLI-1 (L1) TO NEXT ADDRESSABLE DEVICE M.S.L- 1 nF3 HFI REMOTE INDICATOR LAMP FP -1 1 IN DUCT DETECTOR WIRING TYP. $ FP -11 DETECTOR WIRING FROM FIRE ALARM CONTROL PANEL LA +10 20 30 0 LA MSI -10B MANUAL PULL STATION TYPICAL SYSTEV DETAILS A \J WRI \G DJACAV S INPUT #1 V RET #1 V L1-2 #1 • V L1-2 #2 • _ © v L1-2 #3 • v L1-2 #4 • (E) 2.2K FACP NAC #4 EOL 2.2K FACP NAC #3 EOL 2.2K "L2-1" #1 EOL 2.2K "L2-1" #2 EOL 2.2K "L2-1" #3 EOL 2.2K "L2-1" #4 EOL 2nd FLOOR B (EXISTING NAC CIRCUIT #3 TO 2nd FLOOR) -c FACP NAC #1 0 NAC #2 0 NAC #3 0 NAC #4 0 L2-1 AUDIBLE POWER SUPPLY (APS) 0-B (EXISTING NAC CIRCUIT #4 TO 2nd FLOOR) DSM CKT #1 0 CKT #2 0 INPUT #1 RET #1- L1-1 #1 L1-1 #2 L1-1 #3 L1-1 #40 - V INPUT #1 RET #1- L1-2 #1 L1-2 #2 L1-2 #3 L1-2 #4 V V 1111 V (E) (E) (E) • $ p V El V • Gil V 2.2K "L1-1" #1 EOL 2.2K "L1-1" #2 EOL 2.2K "L1-1" #3 EOL 2.2K "L1-1" #4 EOL 2.2K FACP NAC #1 EOL ✓W- 2.2K FACP NAC #2 EOL 2.2K "L1-2" #1 EOL 2.2K "L1-2" #2 EOL 2.2K "L1-2" #3 EOL 2.2K "L1-2" #4 EOL 1st FLOOR 4 BC DETAIL NOT TO SCALE L1-1 AUDIBLE POWER SUPPLY (APS) FOR AUDIBLE CIRCUITS FROM FACP OR APS STROBE s L1-2 AUDIBLE POWER SUPPLY (APS) HORN/STROBE s NAC DEVICE CONNECTIONS NOT TO SCALE TO NEXT DEVICE OR EOL FLAG NOTES: REMOVE EXISTING INDICATING CIRCUIT FROM FACP AND EXTEND TO NEW AUDIBLE POWER SUPPLY. PROVIDE CABLING AS REQUIRED. RESTORE CIRCUIT INTEGRITY PER CONSTRUCTION DRAWINGS. 2. CONNECT EXISTING INDICATING CIRCUIT #1 FROM FACP TO NEW DUAL SYNC MODULE CKT #1. RESTORE EXISTING CIRCUIT INTEGRITY FROM DUAL SYNC MODULE CIRCUIT #1. 3. CONNECT EXISTING INDICATING CIRCUIT #2 FROM FACP TO NEW DUAL SYNC MODULE CKT #2 THEN TO AUDIBLE POWER SUPPLY "L1-1" FOR SYNCRONIZATION. 4. ELECTRICAL CONTROL CONTRACTOR TO PROVIDE TERMINATION TO REMOTE POLORIZED RELAY FROM FIRE DAMPERS ONEINTERFACE MUSTTBEDON SAME A/C TO RRUNNONENCIRCU T FOR 1st FLOOR DAMPER CIRCUIT AND (1) CIRCUIT FOR 2nd FLOOR DAMPER CIRCUIT. 5. ELECTRICAL CONTROL CONTRACTOR TO PROVIDE TERMINATION TO REMOTE POLORIZED RELAY FROM FIRE ALARM INTERFACE DEVICE TO DROP POWER TO DOOR HOLDER CIRCUIT ON GENERAL ALARM. NOTE: PROVIDE (1) DOOR HOLDER CIRCUIT CONNECTION POINT FOR ENTIRE BLDG, 1st AND 2nd FLOO 6. ELECTRICAL CONTROL CONTRACTOR TO PROVIDE TERMINATION FOR SUPERVISION TO THE FOLLOWING HVAC UNITS PROVIDING AN EXCESS OF 2000 CFM: FP -1A-23 FP -2A-15 FP -2A-20 FP -2A-21 FP -2A-22 FP -2A-27 7. MOUNT FIRE ALARM INTERFACE DEVICE ABOVE SUSPENDED CEILING WITHIN 36" OF HVAV UNIT CONTROL POINT. 8. MOUNT DUCT DETECTOR IN SUPPLY SIDE OF HVAC UNIT DOWNSTREAM OF FILTERS AND UPSTEAM OF ANY BENDS IN SUPPLY AIR DUCT. 9. MOUNT REMOTE INDICATOR ON SUSPENDED CEILING AS CLOSE AS PRACTICABLE BELOW RESPECTIVE DUCT DETECTOR (TYPICAL OF 21 PLACES). 10. MOUNT DUCT SMOKE DETECTOR ON SUPPLY SIDE OF SMOKE/FIRE DAMPER. (TYPICAL 15 PLACES). 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 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. TUKWILA FIRE DEPARTMENT_ Please call: 575-4407 and give this job No. and exact address for shut• down or restoration approval: Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conor m ince.;f.., currant -urre ,,t Ciiy standards. Acceptance is subject to errors and Iomissions which do not authorize violations of adopted St�1ltt. rr;c an ( -:.. .. �...u... .,. : , pu+is,oitity ror the Symbol Legend adequacy of design rests totally with the d 'signFr SYMBOL QTY DESCRIPTION MOUNTING ,F�11�G�,,,, aeietions a this aTFuaid thio or revisions o th arrow a Orvtrs after B 1 Fire Alarm Control Panel Surface 9 resubmittal of revise Siemens Final acceptance is subject wings orsubsequent Cnnirreapproval. to field t- _.. . ._ FACP 1 Pair #16 Twisted Shielded Fire Alarm Cable Remote Indicator 21 Duct Detector Housing w/ FP -11 Smoke Detector Surface -r Siemens Date: a ire 'revention Bureau. AD -i1 By: `1t� 5 C/) 9 Intelligent Interface Module w/Relay 4 Sq. w/2 Gang Mudring - Siemens TRI -IR \®/ / \ 21 Remote Alarm Indicator 4" Octagon Siemens RLI -1 N 2 Remote Polarized Relay Surface Siemens RPR -1 RPR -1 3 Audible Power Supply (APS) Surface Wheelock POWER PATH ® 1 Dual Sync. Module 4 11/16" Sq. Deep Box Wheelock DSM -12/24-R 15 EF] 27 Horn\15cd Strobe 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS -15W -FR 15/75 EFj 32 Horn\15-75ed Strobe 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS -15/75W -FR 30 [�F� 24 Horn\30cd Strobe 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS -30W -FR 75 E E 22 Horn\75cd Strobe 4 Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS -75W -FR 110 E17 Horn\ilOcd Strobe 4'Sq. w/2 Gang Mudring, 3-1/2" Deep Wheelock NS -110W -FR 12 15 Door Holder Surface Siemens SDH -2A 1kTrIkr mr,evvn FIL A completed, signed, Tukwila Fire bepartment Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the Wire Schedule SYM DESCRIPTION USAGE A 1 Pair #16 Twisted Shielded Fire Alarm Cable Data (SLC) Circuit B 2C #14 Solid Fire Alarm Cable Indicating (NAC) Ciruit P 2C #14 Solid Fire Alarm Cable 24V Aux Equipment Interface H 1 Pair #16 Twisted Shielded Fire Alarm Cable Remote Indicator F PER N.E.C. (by others) HVAC Shutdown Interface // 2C 120VAC - (by others) Damper Power & Door Holder Power nr ?92000 z m DESCRIPTION 0 C/) 1_ DATE Z •- N M d- in co 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 v1ARGINA DRAWN BY: BSG SCALE: N.T.S. DATE: 12-10-2000 JOB NO: 20171 CHECKED BY: MAT SHEET NO. 1 OF 5 SHEETS D:\DWGS\2000\20171-Ghc\20171101.dwg SICKR L1-2-3-12 L1-2-3-11 30 L1-2-3-10 L1-2-3 5 PARCEL W100V1 L1-1 2-4 CONFERENCE E) E136 F_rJ L1-2-3-6 75 OFFICE W122 OFFICE W121 OFFICE W120 L1-2-3-7 SHELL ( W108 L1-2-3-13 OFFICE W 1 14 .) B OFFICE ( W123 SECU W10 OH -ICE 0150 (E) viii CONF STOR 75 FILES W124 EOL "L1-2" CKT #3 1.602A 20.3V STAIR CONFERENCE W 1 17 W100S2 B L1-2-3_8 30 (E) L1-1-2-3 15 0 0 0 110 L1 - L1-2-1-3 OFFICE L1-2-3-2 OFFICE ( E134 OFFICE E132 OFFICE E131 L1-2-4-3 L1-2-3-1 L1-2-4-6 F COFFEE ( E129 OFFICE B r IC C S ORAGE RECEPT RPR -1 110 L1-2-4-4 F 15/75 0158 (E) A /// q,nTT'7T//;44%� OFFIL L1-2-4-2 COFFEE W 1 10 E 10008B L1-2-2-1 L1-2-1-1 STORAGE E130 ) L1-2-1-5 15 L1-2-4-5 L1-2-2-11 CORRIDOR (W 1 OOC3.) L1-2-2-9 C •RRIDOR (1100C1) I1 -9-9-R L1-2-1-2 15/75 A OFFICE W131 J L1-1-3-1 OFFICE C W130 CORRIDOR %15/75 (100C12) FILES W128 75 L1-1-1-3 F-7-�( NDING L1-2-2-12 >-B J I L1-2-2-14 I B � aim F15 2,2K CKT #2 EOL "L1-2" 1.824A A L1-2-2-13 2,2K EOL "L1-1' —t CKT #1 15/75 1.128A 21.9V OFFICE OFFICE (. W140 ( W141 L1-1-,1-7 B 111 OFFICE B 1 OFFICE ( W150 ) ( W149 I n .L., L1-1-1-6 110 OFFICE ( W139 OFFICE W138 OFFICE ( W137 COPY C W136 15/751 F OFFI1 W13 L1-1-1-2 OFFICE L1-1-4-2 CORRIDOR (El00C1-3)- L1-1-4-3 L1-1-4-6 CONF E101 AFI'-' ( EE10213) OFFICE ( E105 SHELL ( E100 B-$ L1-1-4-7 110 L1-1-1-5 OFFICE W148 OFFICE (W1473 OFFICE OFFICE CW146) I (W145 OFFIC L75 --CC L1-1-4-4 J L1-1-1-4 L1-1-1-1 —CC 110 F L1-2-±.4 30 X15 L1-2-2-3 110 L1-2-2-5 0153 (E) BENCH BENCH 1ST FL00. PAIAL PLA SCALE: 1 /8"=1 '=0" 0 0 REVISION m DESCRIPTION DATE NO. — N 1..." er Lo co 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, WffHOUT 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 DRAWINGS PREPARED FOR GROUP HEALTH COOPERATIVE BUILDING "A" 12401 EAST MARGINAL WAY TUKWILA, WASHINGTON 98124 FIRE ALARM SYSTEM TENANT IMPROVEMENTS DRAWN BY: BSG SCALE: 1/8"= 1,_0„ DATE: 12-10-2000 JOB NO: 20171 CHECKED BY: MAT SHEET NO. 2 OF 5 SHEETS Siemens Cerberus Division: 0:\DWGS\2000\20171-Ghc\20171102.dwg OFFICE E131 RAGE :130 CORRIDOR ——�Ea9OC13) O COFFEE E129 F 75 L1-2-1-4 OFFICE E126 OFFICE E125 1 OFFICE E128 STORAGE E127 ) FIZ E102B oFFi� E104 OFFICE E105 L1-2-1-6 L1-2-1-7 75 OFFICE E107 OFFICE E108 110 B OFFICE E121 ) ELECT E123 OFFICE E120 OFFICE E118 CORRIDOR N N U C O w OFFICE E116 OFFICE A E5 L1-1-4-8 110 FACPL_1-1 15/75 L1-2-1-121 L1-2" #2.2K 1.826A L1-2-1-1 EOL "FA 20.4V 15/7p CKT #1 0.152A 1/42.3.9V OFFICE E112 J OFFICE C E111 STORAGE EOL "L1 CKT #4 1.783A 20.4V 1" L1-1-4-12 2,2K 15/75 L1-1-4-9 1- B J A -Q COPY CENTER E114 �0 V 14LF l r I (E) 4- B \ L1-1-4-11 75: F e STIP/REC✓ 013 S L1-1-4-10 1ST FPLA SCALE: 1 /8"=1 =0" F 75 0151 REVISION ›.- CO DESCRIPTION 1 DATE Z r- N M . I[) Co 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 Building Technologies, Inc. Seattle Branch 8424 154th Ave. N.E. Tel: (425) 882-0712 Redmond, Wa. 98052 Fax: (425) 882-2836 3UILDING "A" 12401 EAST MARGINAL WAY 110 L2-1-4-12 SCA NING L2-1-3-12 30 CORRIDOR 2 0241 OOv 1 •: �•�'�< : _ A/V STOR. C E202 12-1-1-3 30 APS3,CKT3 EOL (1.680A) 1 UKA(7L W205 L2-1-4-3 ELEC W218 30 L2-1-4-11 DOC CTR E206 W200 STAIRS N200S1 W2001 E200S1) MO.TORI E WAIT WOMEN E207B 15/75 L2-1-3-10 -4-6COPY A OFFICE ( W222 W222 `:N200V 1 W20 W204 OFFICE C E207 STORAGE E208 OF ICE C E2I10 L2-1-4-8 15/75 OFFICE W221 CORRIDOR `N200C3) L2-1- 15/75 L2-1-2-3 CORRIDOR E20005) 15/75 A CORRIDOR L2-1-2-5 (E20006) 12-1-2-6 15 75 L2-1-3-3 75 IY/ CONFERENCE ( W224 11.2-1-3-6 OFFICE W228 75 zg L2-1-3-2 110 L2-1-2-1 (FI 15 LI 75 L2-1-3-7 L2-1- -8 W228B TRAINING (W229A TRAINING /9 (W2 9B FILES E251 STORAGE E243 J TRAI E2 15/75 12-1-3-4 110 L2-1-3-6 4FICE E242 OFFICE E242B E2401 30 L2-1-2-17 75 B- L2-1-3-4 75 L2-1-3-5 L2-1-3 7 110 L2-1-3-2 110 2\D 1 -LOOK PAR SCALE: 1 /8"=1 AL PLA\ D:\DWGS\2000\20171-Ghc\20171201.dwg REVISION )- CO DESCRIPTION DATE NO. '- N P7 d' 11) CO 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. IMS Cerberus Division ing Technologies, Inc. 8424 154th Ave. N.E. Tel: (425) 882-0712 Redmond, Wa. 98052 Fax: (425) 882-2836 DRAWINGS PREPARED FOR GROUP HEALTH COOPERATIVE BUILDING "A" 12401 EAST MARGINAL WAY TUKWILA, WASHINGTON 98124 FIRE ALARM SYSTEM TENANT IMPROVEMENTS DRAWN BY: BSG SCALE: 1/8"=l'-0" DATE: 12-10-2000 JOB NO: 20171 CHECKED BY: MAT SHEET NO. / OF 5 SHEETS D:\DWGS\2000\20171—Ghc\20171202.dwg 0 STORAGE E208 CO 0 110 L2-1-1- II' E 108 OFFICE E2 0 ) 15/75 CORRIDOR L2-1-2-5 (E20006� STORAGE E243 APS3,CKT1 EOL (1.534A) 110 L2-1-1-11 2.2K F 110 COFFEE E212 B r - la CONFERENCE E216 L2-1-1-9 E216 15 L2-1-1-6 30 Co 1-1TT ROOM E219 COPY E214 (E215A ELECT E215 L2-1-2-6 F 1575 TRAINING E244 B L2-1-2-7 5/75 30 L2-1-2- 8 FILES E237 E22 L2-1-2-9 15 0238 0237 (E) STAIR E20052 CORRIDOR E200H9) F ECE 232 0- A F 75 12-1-1-5 222A OFFICE m E222 J N w OFFICE E223 Co N N LJ, E223 CONFERENCE E22 227 2- -2 LZ L 1 10 15 227A L2-1-2-12 15 OFFICE E225 J OFFICE E226 6A 30 L2-1-2-14 L2-1-2-13 F 0 N W COPY E231 2t 8 OFFICE m E228 ) CN OFFICE E242 E242B OFFICE E240 0 N E240B OFFICE E238 E238B CO N 2.2K APS3,CKT2I EOL (1.806A) Il I 30 L2-1-2-17 fie l I I U N r) N W OFFICE E235 In \ N 1 E235B Ik�WI N) N OFFICE E233 1 B°3 rn OFFICE N E229 J w _19 30 L2-1-2-15 IB f 1 i 31-0 31-0 31-0 31-0 31-0 40-0 31-0 31-0 31-0 31-0 31-0 1-91/4(12" IFOW) 1-91/4(12" IFOW) 0 18-0 I'= 14-0 4-0 1..1 ` " 4-0 4-0 :" 8-0 W o 0 co GREEN 11/2 1 1/2 8-0 -9 4-3 2-0 ® 1 6-0 6-0 . ..8-0 1 1/2' rn m 6-41 2 0 5-01/2 6-0 CL BEAM TRUSS Co 1-1/2- IM I8-2 =11/2 : X1172 18-0 GREEN.. NAS NON-COMBUSTIBLE UNACCESSIBLE BELOW..TAIR,a 1-2 24K M I 1 1/2 NAS NOMI -COMBUSTIBLE UNACCESSIBLE BELOW STAIRS 6 !26H --r1 2 (JAS NON:COMBUSTIBLE UNACCESSIBLE BELOW TAIRS ,102�--� -101': 201 ; o o 1 3-.111/2.....! C 0-9 1046 w I 5-6 10-41 9-11. .._.11 f /2 1 ICU . ROOM NO- 1JTIU : I O -J •II ./... I .. Cg o JP� a •J, P`_' GWB I ! , I I i 10817 i_ , r r _/�� ELEVATOR EQUIPMENT :0 9-11. .._.11 f /2 o 0 o co 0-9 : 1 1/2 267-0' 5-8 6-10.€ •"-•' 5-6 1 ' 4-0 .,,,, 4-21 113 217) r 1 1/2 1 1/2 14.0_..._._.......a..........._........,::. 8-3 I 5 9 \ 1 1/2 -14-0 1:1/2 I 1 1/2 � _ l��il�l►grY�� 1 1/2 5-5 8-6 11/2 0-9 1 1/ 4-0 8-0 '8-0 ' 4-0 7-10 26H o 4 rn CO 6-0 2-0 11-9: CURVE UP 14-0 'GREEN - •i 4-6 I " 6-0 v 3-6 " 4.6 1 1/ 8-0 /8-0 1 8-0 8-0 -211 - -� N. 0 Ca :d d a • d a a'' a d d' (1) 3/8" HDI -P DROP-IN ANCHOR (1) 3/8" X A. T. ROD (1) RING HANGER HANGER 'H' NTS i ATTER / LISTER NOTES 1. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 2. TYPICAL HANGER TO BE 25 B, UNO. 3. ACOUSTICAL CEILING TILE @ 10'-0" AFF. U.N.O WALL LEGEND istd_od4_'dfi FULL HEIGTH RATED WALL. WALL UP TO DROPPED CEILING. RECESSED EXTERIOR ENTRY NAS PER NFPA 13 (1999 ed.) SECTION 5-13.8.1, EXCEPTION. NON-COMBUSTIBLE CONSTRUCTION AND NO STORAGE AND/OR HANDLING OF COMBUSTIBLES BELOW. N 11 BUILDING A: 1st FLOOR JJ 0 8 16 aaa �aaaa ROOM 1 ICU . ROOM NO- 1JTIU : I O -J HEAD TYPE € I. I"UI: _� LOBBY 10'-0- SOFFIT GWB SSP-REC 7 :.:i. , I I i 10817 i_ , SSP-REC 2 103 o 0 o co 0-9 : 1 1/2 267-0' 5-8 6-10.€ •"-•' 5-6 1 ' 4-0 .,,,, 4-21 113 217) r 1 1/2 1 1/2 14.0_..._._.......a..........._........,::. 8-3 I 5 9 \ 1 1/2 -14-0 1:1/2 I 1 1/2 � _ l��il�l►grY�� 1 1/2 5-5 8-6 11/2 0-9 1 1/ 4-0 8-0 '8-0 ' 4-0 7-10 26H o 4 rn CO 6-0 2-0 11-9: CURVE UP 14-0 'GREEN - •i 4-6 I " 6-0 v 3-6 " 4.6 1 1/ 8-0 /8-0 1 8-0 8-0 -211 - -� N. 0 Ca :d d a • d a a'' a d d' (1) 3/8" HDI -P DROP-IN ANCHOR (1) 3/8" X A. T. ROD (1) RING HANGER HANGER 'H' NTS i ATTER / LISTER NOTES 1. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 2. TYPICAL HANGER TO BE 25 B, UNO. 3. ACOUSTICAL CEILING TILE @ 10'-0" AFF. U.N.O WALL LEGEND istd_od4_'dfi FULL HEIGTH RATED WALL. WALL UP TO DROPPED CEILING. RECESSED EXTERIOR ENTRY NAS PER NFPA 13 (1999 ed.) SECTION 5-13.8.1, EXCEPTION. NON-COMBUSTIBLE CONSTRUCTION AND NO STORAGE AND/OR HANDLING OF COMBUSTIBLES BELOW. N 11 BUILDING A: 1st FLOOR JJ 0 8 16 aaa �aaaa ROOM SCHEDULE ROOM NO- ROOM F CEILING NAME HEIGHT CEILING TYPE HEAD TYPE QTY 100 LOBBY 10'-0- SOFFIT GWB SSP-REC 7 101 ELEVATOR LOBBY 10'-0" GWEI SSP-REC 2 103 ELEVATOR EQUIPMENT 10'-0" GWB SSP-2PC 1 104 WOMEN 8'-6" GVVE3 SSP-REC 3 F 105 _ MEN 8'-6" GVB 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 SSP-2PC 1 109 STORAGE 81-6" GVIB 110 EXIT CORRIDOR 101-0" ACT SSP-REC 3 111 EXIT CORRIDOR 10'-0" ACT SSP-REC 3 112 RECEIVING 10'-0" GWB SSP -REG 4 r 113 MDR ROOM 9'-0" GVIB SSP-2PC 2 123 91 RISER ROOM r VARIES GWB SSU 1 STAIR # 1 VARIES GVVB NAS --- 192 STAIR # 2 t VARIES GVttB NAS --- r 193 _ STAIR # 3 VARIES GWB WAS --- HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS 3/8" ATR & 2" TAPPED SQUARE WASHER B K TOP BEAM CALAMP W/ 8" RETAINER STRAP & 3/8" ATR 3/8" x2 1/4" KWIK BOLT, ROD COUPLING, & 3/8" ATR 14" WALL BRACKET W/ (2) 3/8" x 3 3/4" KWIK BOLT, NUT & WASHER HDI -P DROP- IN ANCHOR W/ 3/8" ATR SYM 0 MANUFACTURER RELIABLE TYPE MODEL SSU F1 FR HEt t) FIM OH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY BRZ 1/2" 1/2" 155° 103 RELIABLE SSP Fl FR CHROME Pol Alum 1/2" 1/2" 155° 6 RELIABLE SSP-REC F1 FR/F2 CHROME CHROME 1/2' 1/2 r 155° RELIABLE HSSW Fl FR BRZ WI 1/20 155° 393 1 503 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 SCALE 1/8"=1'-0" EXISTING RISER DETAIL .ITS AUXILIARY REMOTE AREA: SYS# 1 DENSITY: .15 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 412.50 GPM AT 86.6 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) 6" X 4" 125 lb. DUCTILE -1 IRON CEMENT -LINED FLANGED REDUCING 90° ELBOW 0 b 6" SUPPLY BY SFS 9 - -- 4" FDC LINE BY SFS 1. 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 THREAD, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.055 0.045 11/4 SUPER-FLO 0.062 1.536 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 1.870 0.096 11/2 SUPER-FLO 0.086 1.728 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.710 0.122 2 SUPER-FLO 0.086 2.203 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.790 0.198 21/2 SUPER-FLO 0.086 2.703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 5.100 0.298 3 SUPER-FLO 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 7.180 0.448 4 SUPER-FLO 0.095 4.310 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 10.860 0.758 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.324 1.144 6 ** 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.058 1.649 8 ** 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.126 2.776 ** WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS WILL ADD PENDENT & UPRIGHT SPRINKLERS INTO THE SHELL PIPING TO ACCOMMODATE THE NEW WALL AND -CFILINR.. LAYOUT FOR THE TI. HEADS WILL BE SPACED AND PIPE WILL BE SIZED PER NFP #12,1996 EDITION, FACTORY MUTUAL, AND CITY OF TUKWILA. CLARIFICATIONS 1. ALL PIPING FOR THE NEW TI WILL BE FABRICATED WITH EXCLUSIONS 1. ALARM WORK AND ELECTRICAL WIRING TUKWILA FIRE DEPARTMEN1 Please call: 575.4407 DESIGN C and give this job �„,� No.a and downXortreas ar ationess oapproval. da, FIRST FLOOR: OFFICE SPACE: SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS BOD -f- 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 1 12-4-00 WD HYDRAULIC NODES PER FM REVIEW LETTER AREA BY DATE 2 12-14-00 WD REVISED FLOOR PLANS CONTRACT WITH SELLEN CONSTRUCTION 228 NINTH AVE. N. P.O. BOX 9970 SEATTLE, WA 98109 PROJECT MANAGER : DAVE RATZKE PHONE : 206-682-7770 FAX : 206-623-5206 SUPERINTENDENT : PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP W W CE Without Comments As Noted In Red 0 PerTheAttachedtt�Letter ,t-iEe ptar�s abri��e eee�llewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. f: Additions, deletions or revisions to these drawings after Ithis 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. Date: \ (OVA By: PER N.F.P.A. #13, 1996 EDITION Th 'fINARY GlOI ID ` "' 7" D'Th- .15 OVER 1500 SO. FT. OCCUPANCY 1.4 FR= 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 T.I. 1240)EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 vEJruNCR DATE SHEET JOB NO. 'A'.DRAKE 1-2-01 1 OF 3 T3-436 s(/We 31-0 31-0 31-0 31-0 31-0 40-0 31-0 31-0 31-0 31-0 31-0 1-9 1/4(12" IFOW) HYDRAULICALLY DENSITY: .15 SYSTEM DEMAND ( INCLUDING 250 MOST DEMANDING AREA: SYS# 1 GPM OVER 1500 SQUARE FEET AT BOR: 560.40 GPM AT 85.31 PSI GPM FOR INSIDE HOSE STREAMS ) 1-91/4(12" IFOVV) ' 200 o 0 n C co 4-91/2 1/2 �,� 8-0.. 011/2 8-0 4-0 1 j 2 8-0 . _._ ....:. `w 8-0 4-0 ; 4-01 8-0 1 I -0•:140 4-0 RED IICO w W . 4-0._ ..1_:_40__ I - :n • 0 <I m J W, W� I- 1 1/2, 1 1�2 8-0 _.._ 4-0....... _...'... _. 8-0 8-0 I .. 4 rn 1 1/2 ,, 1 1/2 .. 1 12 80 8-0 1 1/2 :8-0 1 '3-----td-C3 4-0 40 10-61/2 36" STEEL GIRDER TRUSS I: BOO_. 1.112 8-0. 8-0 ------------ 1 112 6-7 8-0 T'o. .. 1/2 I! 4-0 ... 8-0 ! 6-0 o HVAC BTM OF DUC HVAC BTM OF DL DT @ 1 0 0 M 1' AUX DRAIN VALV 5-8 1 4-0 _8-0 : -8=0- ROOM 1 CEILING NAME HEIGHT 1 7_3.. HEAD TYPE ' .4-9..., ,100 , 8-�.......... ' GWB SSP-REC 2 YELLOW. 40 4-0 8-0 8-0 10 4-01 6-0 4-0 , 40 0" 5-0 1-0,\.2 11 0 r) 0 N w :140 4-0 4W v 5-0 4=0 8-0 112 1 1..1/2 36"STEEL GIRDER TRUSS -.2 .....1. -5.-9 36' STEEL GIRDER TRUSS C) 0 0 4W ROOM SCHEDULE ROOM NO. ROOM 1 CEILING NAME HEIGHT CEILING TYPE HEAD TYPE QTY ,100 LOBBY 25'-O" GWB SSP-REC 12 201 ELEVATOR LOBBY 10'-0" GWB SSP-REC 3 203 WOMEN 8'-6" GVVB SSP-REC 3 204 STORAGE t 6-6" GWB SSP-2PC 1 205 MEN 18'-6" GVVB SSP-REC 3 206 JANITOR 8'-0" GVVB SSP-2PC 1 207 ELECTRICAL:. GVVB SSP-2PC 1 208 FUTURE OFFICES 1 10'-0''' ACT SSP-REC 377 209 MAINTENANCE }_ 81-0" GAB SSP-2PC 1 213 MDR ROOM 1 9'-0" GVVB SSP-2PC 1 223 RISER ROOM ' 10'-0" GAB SSP-REC 1 291 STAIR # 1 t VARIES GWB SSP-REC 2 292 STAIR # 2 VARIES GWB SSP-REC 2 293 STAIR # 3 L VARIES GWB SSP-REC 3 8-0 4 : 8-0 0 -0 t .... 8-0 . . FITTER / LISTER NOTES BUILDING A: 2nd FLOOR 0 8 16 MINI ME SCALE 1/8"=1'-0" 1. ALL PIPING TO RUN LEVEL AT ELEVATION SHOWN. 2. TYPICAL HANGER TO BE B, UNO.FEILD CUT ATR, LENGTH VARIES (1-9 TO 3-9). 3. ACOUSTICAL CEILING TILE @ 10'-0" AFF. U.N.O 4. ALL STUB UPS TO BE 1 (1-0) IN LENGTH WALL LEGEND 4•11ItititA FULL HEIGTH RATED WALL. WALL UP TO DROPPED CEILING. HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS 3/8" ATR & 2" SQUARE WASHER & 3/8" NUT SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY TOP BEAM CLAMP W/ 8" RETAINER STRAP Q RELIABLE SSU F1 FR BRZ 1/2" 1/2' 155° 14 14" WALL BRACKET W/ (2) 3/8" x 3 3/4" KWIK BOLT, NUT, & WASHER RELIABLE SSP F1 FR CHROME CHROME 1/z" 1/2' 155° 453 RELIABLE SSP F1 FR CHROME Pol Alum 1/2' 1/2' 155° 5 472 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 I.m .. . I. I.� J .._ I SII 1 0 ... N 1 J2 .. ... 1 1/ 1 1/2 1 1/2 1.112 I 8-0 • 4-C)—(6-7\1-157° 8 0 870 4-0 4-0 8-0 0 __ . 140.:... .. 40 8 0 .... 40 40. ... 8-0 870i 4-01i ... 40: 11/2 1/2 .. . 8-0 87.0 I 2ND FLOOR CONTROL EQUIPMENT ITEM QTY SIZE DESCRIPTION I 1 4" BUTTERFLY VALVE WI SUPERVISORY SWITCH 2 1 2" MAIN DRAIN VALVE 3 1 1/4" PRESSURE GAUGE 4 1 1/2' PRESSURE RELIEF VALVE .) 1 4" WATERFLOW SWITCH 6 1 1" INSPECTOR'S TEST VALVE MANUFACTURER MODEL VICTAULIC SERIES 7G8W POTTER ELECTRIC VSR-F AGF 3011 BV w w w w w w w w w w AFF 6 4 5 3 2 N EXISTING 2nd FLOOR CONTROL VALVE 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 1 11-4-00 WD HYDRAULIC NODES PER FM REVIEW LETTER AREA BY DATE 2 12-14-00 WD REVISED FLOOR PLANS NTS CONTRACT WITH SELLEN CONSTRUCTION 228 NINTH AVE. N. P.O. BOX 9970 SEATTLE, WA 98109 PROJECT MANAGER : DAVE RATZKE PHONE : 206-682-7770 FAX : 206-623-5206 SUPERINTENDENT : PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP KEY PLAN RED RED RED 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 T.I. 1240 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 DESIGNER W.DRAKE DATE 1-2-01 SHEET 2 OF 3 JOB NO. T3-436 BAR JOIST TOP CHORD OF HANGER "A" TOP CHORD OF BAR JOIST METAL ROOF/DECK RETAINER STRAP • A O O 0 O O O O O O GRINNELL FIG. 92 UNIVERSAL BEAM CLAMP 3/8" ATR = — - HANGER RING HANGER "B" a 4 STRUT PIPE CLAMP 6" MAIN A1200 SUPERSTRUT 17" INVERTED WALL BRACKTED (2) 3/8" x 3 3/4" KWIK BOLTS W/ 2 1/2" MIN EMBED HANGER HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SEE TEMP. RATING QUANTITY 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 TOP CHORD OF GIRDER TRUSS N TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT. TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT. 1" SCH 40 PIPE 45 ° ANGLE FROM VERTICAL 1" SCH 40 PIPE 45 ° ANGLE FROM VERTICAL TOLCO FIGURE 4A PIPE CLAMP / TOLCO FIGURE 980 UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT. TYPICAL (4). 1" SCH 40 PIPE (2-6) CTS PIPE CLAMP 4 -WAY BRACE "1" NTS MINIMUM 30° Iill///A 3/8" X 2" __... THRU BOLT, NUT & WASHER MIN 1/2 BEAM DEPTH TOCLO FIG 980 SWIVEL ENDS (2) TYPICAL LONGITUDINAL BRACE "3" NTS 1" SCH 40 PIPE (1-0) CTS ANGLE FROM VERTICAL WIDE FLANGE BEAM cPP 0 3/8" X 2" THRU BOLT, NUT & WASHER TOLCO #1000 FAST CLAMP LATERAL BRACE "2" NTS CONCRETE TILT -UP WALL TOLCO FIG 980 SWIVEL END 3/8" X 3 3/4" (2 1/2" EMBED) KWIK BOLT WITH FIG. 980 SWIVEL END TOLCO FIG. 4A/980 PIPE CLAMP W/ SWIVEL END 4 . 4 . . a I'• •• a .4 4 4. • a. 4 a •. • 4 111 SCH 40 PIPE (2-0) CTS 0 LOMGGITUDINAL BRACE "4" NTS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS 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 1 1-4-00 WD DETAILS PER FM REVIEW LETTER AREA BY DATE CONTRACT WITH SELLEN CONSTRUCTION 227 WESTLAKE AVE. N PO BOX 9970 SEATTLE, WA 98109 PROJECT MANAGER : DAVE RATZKE PHONE : (206) 682-7770 FAX : (206) 623-5206 SUPERINTENDENT : PHONE : FAX : CERTIFICATE OF COMPETANCY STAMP 4 h:. EMENN enza , 6 taw rUm .£„v« WWWIN gibmom S3x"or.±?Ac?arivE i marazsm 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 Ti 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON DESIGNER W. DRAKE DATE SHEET JOB NO. 1-2-01 3 OF 3 T3-436 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 Without Comments As Noted In Red Per The Attached Letter i These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The 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 fresubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Ohl t (ro By: 57� Please call: 575-4407 and give this job No. and exact address for shut• down or restoration approval, i) A c&A4a TAN Skt-o gkb c \\ skk - 'kt)w,t$ FOLE NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented, to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. HEET INDEX 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. WIRE DESIGNATION 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 NOTIFICATI❑N SHALL BE WITHIN 16' OF PILLOW 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 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, 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 (900mri) FROM AN AIR SUPPLY DIFFUSER. 6. ALL FAN SHUTDOWN FUNCTIONS, 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 OF THE AUTHORITIES HAVING JURISDICTION. 9, 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 N❑TED, 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. 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 ANNUNCIATI❑N. 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. P❑INT 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 MONITORING. 15. 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. 16. ALL FLOW SWITCHES SHALL BE 2 WIRE WITH NON-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❑TRONICS DISTRIBUT❑R. 19, FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE UL LISTED (UUJS). 20. INSTALLATI❑N SHALL BE IN STRICT COMPLIANCE WITH NEPA, 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 WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS 23. 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 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 4S DEEP PROVIDED VERIFY IN FIELD MANUAL STATION (ADDRESSABLE) MS1-10 PYROTRONICS 4S DEEP BOX W/ 48" A.F.F. 1G RING TO PULL AREA SMOKE DETECTOR FP -11 W/ PYROTRONICS U (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 80" A.F.F. TO BOTTOM 3o FIRE ALARM HORN/STROBE AS-24MCW WHEELOCK 4S DEEP BOX 80" A.F.F. TO B OTTO M 75 FIRE ALARM HORN/STROBE AS-24MCW WHEELOCK 4S DELP BOX 80" A.F.F. TO BOTTOM Fri l TAMPER SWITCH F.B.❑. WATER FLOW F.B.❑. A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A EOL END OF LINE RESISTOR N/A N/A N/A N/A E❑LP END OF LINE POWER MODULE N/A N/A N/A N/A EX EXISTING DEVICE 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 U.❑.N. UNLESS OTHERWISE N/A N/A N/A NOTED N/A VL VERIFY L❑CATI❑N N/A IN FIELD N/A N/A N/A WP WEATHERPROOF N/A DEVICE N/A N/A N/A SYSTEM CALCULATI❑N CIRCUIT IDENTIFIER WWWWWWWWXWXWWWWWWWXWWWWWWWWWWWWWWWWWWWWWWWXWWWWWWWWWWWWWWWWWWW BATTERY SIZING CALCULATI❑N X * XXXX31EX31EW31EWNEW31E31EiIEWW31E31E31Eif;;lE31E31EWWNEWXWWWWWWWWWWWXWWWWWWWXWXXXXXXXXX (XW Job Name: gateway east II Panel Location: MAIN PANEL Date Performed: 11-02-2000 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 MXL-IQ: CRM -4 1 MXL-IQ: MKB-4 1 MXL-IQ: SMB -2 1 PS: MPS -6 5 M/S: MSI -10 7 SMOKE: FP -11 8 H/S: AS -2415W 2 HIS: 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 Stand -By Load = Stand -By Time = Totals = 0. 2403 1, 6610 0. 2403 Amps Alarm Load = 1. 6610 Amps 24 Hrs. Alarm Time = 5/60 Hrs. Stand -By = 5. 77 AmpwHrs Alarm = 0. 14 Amp*Hrs Total = Stand -By + Alarm = 5.77 + 0.14 = 5. 90 Amp*Hrs Multiply by De -Rating Factor of 1.25 ---> 5.90 * 1.25 = 7.38 ) MINIMUM BATTERY SIZE = 7.38 Ampere*Hours W 3IE WWWW*W3 **W*W*WWW*WWWWWW*WWW**WWNEWW****W***)IE*WW WWWWWWWWWWWWXXXXXXWWWWWWWWWWWWWWWWWXWWWXXXXXXXXXWWWWWWWXXXXXXX )4E WORST CASE VOLTAGE DROP CALCULATION XWWWWWWW*XXXXWWWWWWWWWWWWWWWXWWWWWWWWWXWWWWWWWNEWWWWWXXXXXXXXXX WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWXWWWWWWWWEEWWXW EWWWWWW Job Name: Circuit: Date Performed: GATEWAY EAST II SIGNALING CIRCUIT Cl 11-02-2000 1 H/S: AS -2430W at 0.0980 Amps each = 0.0980 Amps Circuit Length = Circuit Load = Tota l = 0, 0980 Amps 140 Ft to End Wire Size = #14 AWG 0, 0980 Amps Voltage = 24. 0 Volts (Ckt. Load) NE (Ckt. Length) NE 21. 6 Voltage Drop = w 100% (Circular Mi ls) NE (Volts) ( 0. 0980 ) NE ( 140 ) )1( 21. 6 Voltage Drop = w 100% ( 4110 ) ( 24. 0) Voltage Drop = 0. 30% VOLTAGE DROP = 0.30% WE WWWXWWWWWWWWWXWWWWWWWWWWWXA WWWeAYEWWWe*WWWeW*W**W,%cWeW*WXWWWWeAYEiiEWWeWWAYEWAYEWWWWWeWW*****XXXXXXXXXWWWWW )1( W WORST CASE VOLTAGE DROP CALCULATION WORST CASE VOLTAGE DROP CALCULATION IE XXXXXWWWWWXWWWWWXWWWXXXX*XXXXXX**XXWWWXXX**XXXX**XXX(*XXXWWWWW 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 Circuit Length = Circuit Load = Voltage Drop = Voltage Drop = Total = 0.3410 Amps 150 Ft to End Wire Size = #14 AWG 0. 3410 Amps Voltage = 24.0 Volts (Ckt. Load) 1 (Ckt. Length) w 21. 6 (Circular Mils) w (Volts) ( 0. 3410 ) ( 150 ) * 21. 6 ( 4110 ) 3:E ( 24. 0) Voltage Drop = 1.12% XXXXXXWWWWWWWWWWXWXWXWWWWWW * VOLTAGE DROP = 1.12% X***W**WW31ElIEWl1EYE*X*cX*lE*YElIE**lIE WWeW3f WWAYEXAYEWeXWeYEXXWeAYEWeWWWWWSicWWWWWWWWXXXXXXAYEXAYEWWWWWWWWWWWWWWXXXXXAYEX lIE w * N WORST CASE VOLTAGE DROP CALCULATI❑N x 11E w WWXWWeWWWWWXXWeXXXXAYEWWWeWeWWWWWeWWXXXWeW3i WWeWWWWWXWWWWWWWWeAYEWWWeWXXAYEWWeAYE Job Name: Circuit: Date Performed: 1 GATEWAY EAST II SIGNALING CIRCUIT C3 11-02-2000 H/S: AS -2430W at 0.0980 Amps each = 0.0980 Amps Circuit Length = Circuit Load = Voltage Drop = Voltage Drop = 165 Ft to End 0. 0980 Amps (Ckt. Load) NE (Ckt. Total = 0.0980 Amps Wire Size = #14 AWG Voltage = 24.0 Volts Length) w 21. 6 (Circular Mils) * (Volts) ( 0. 0980) NE ( 165 ) * 21. 6 C 4110 ) * ( 24. 0) Voltage Drop = 0. 35% wwwwwwwwwwwwwwwwwwwwwwwwwww * VOLTAGE DROP = 0.35% W X XWXW*)IE*31E*IIE*lE*IIE*31 XNEW*WWWW*IIE* 31 E3YYE31EYEXYE3YcYE31EW3Yc31E31EYE31'cYEilEYE31EW31EW3YW3YW3YW31EX3YWiY31E3YcYE3YcWiYYE3YW31E31E3YW31E31E3YW31EilEX31E3YW3Yc31E31EWX Job Name: Ciit'cuit: Date Performed: GATEWAY EAST II SIGNALING CIRCUIT C4 11-02-2000 5 H/S: AS -2415W at 0.0640 Amps each = 0.3200 Amps 1 H/S: AS -2475W at 0.1490 Amps each = 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 ) 100% (Ckt, Load) l (Ckt. Length) lIE 21. 6 NE 100% Voltage Drop = Voltage Drop = (Circular Mils) w (Volts) ( 0. 4690 ) l ( 540 ) * 21. 6 C 4110 ) w < 24.0) Voltage Drop = 5.55% wwwwwwwwwwwwwwwwwwwwwwwwwww w VOLTAGE DROP = 5.55% WWWWWXWWWNEWWWWWWWWWWWWWWWWW w 100% NE 100% w 100% NE 1007. GENERAL NOTES 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. MANUAL PULL STATION 048" O.C. AFF TO PULL WALL MOUNTED DEVICE ELEVATIONS 4S DEEP BOX W/ 4S EXTENSION BOX 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING + TO INITIATING CIRCUIT OF CERBERUS PYROTRONICS COMPATIBLE CONTROL UNIT FROM MXL PANEL OR PREVIOUS ADDRESSABLE DEVIDEVIL-- TOE TO NEXT ADDRESSABLE DEVICE END OF LINE DEVIC SUPERVISED SWITCH SEE NOTE #1 AND #2 + 0 � sl NOTE #1 VOLTAGE MAX. 27VDC CURRENT MAX. 3.5ma during polling CONT. RES. MAX. 10 ohms MAX. CABLE LENGTH 200 ft.(18awg) C (tine to Une) 0.02uF C (line to shield) 0.04uF MAX. LINE SIZE 14AWG MIN. LINE SIZE 18AWG NOTE #2 0 0 0 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 OPTIONALI REMOTE ALARM INDICATOR MODELS RLI-1/RLI-2 SMOKE DETECTOR WIRING (+) FROM FACP OR FCPS (-) MODULE 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 Cl) CO crs FAX (206) 628-4990 TEL. (206) 622-6545 I \L V 1,..,1•../1 V..J [NO DATE DESCRIPTION REV. BY: _ 0 _ 0 I co V♦ rtsso QL11 Tv' .� 5 03 W 0 0 W W V! i 1• V ill CO 0 SCALE: cc 0 z w NONE DRAWN BY: WLA DESIGNED BY: Charles Robison DATE: 11/01/00 \ OB NUMBER: 52774 SYSTEM CALCULATIONS MOUNTING ELEVATIONS WIRING DIAGRAMS Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved SHEET FA - 5- D OV P 7 NM 1 l07 L❑i ; .1156.W-.1110110.0. 1 WOMEN ( 1041 15 7 S M E N ( 105 ) STORAGE CIRCUIT C2 109) i D ELEV. EQUIP. ( 103 ) P z z EOL I HaNDb1r STAIR #1 191 ) ELEC. RM. ( 107) JAN. I lob I UP FACP MDR ROOM I 113) D STAIR #2 ( 191" I EOL D NOFRT1-I FIRE ALARM Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved PFviginkIS NO DATE DESCRIPTION REV. BY: X W W z w CO w 0 = / SCALE: 1/8” = 1' DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 B NUMBER: 52774 } I. SHEET FA- 02, \ A ) n j ❑o —S CIRCUIT C4 7 D (MOUNTED \\(© HU I I 204 ) WOMEN ( 203) n D MAIN. I :c8 1 g- S \/ (8 VA It! I PM Writ. iSto S (Th ELEV. LOBBY 201) JAN. ( 206 J u n D DOWN(_ - I ELE PPM J—� r- -D ❑o — S CIRCUIT 9_4) ST„I #2 �15 CIRCUIT C4 o © o eammummommummeniew 0 0 NORTI-1 r (fir CD ccs 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1 %L- Y I V I V I `1 V NO I DATE DESCRIPTION REV. BY: 4. 1 0 >ffsCCJ W Ill a - (ALE: 1/8,, _ DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 Q0B NUMBER: 52774 } Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved SHEET FIRE ALARMA— 04 , ( nj-y 3 EOL D F D 2_04 rl D n S 15 MAIN. �\ f 2081 \ .00 STAIR #1 291) JAN. 206 I ELEV. LOBBY 201 rl D ELE(p PM. DOWN [---) n D S NORTH 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 3 ,z REV. BY: DESCRIPTION DATE o ‹< 2 w CO 1/ 1 ♦♦0 cov! ® tv>1 T < •c U.1 2 a� < 4(73 w � F- o >— w (<) SCALE: 1/8 = DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 FRE ALARM Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved JOB NUMBER: 52774 SHEET FA=052 0 2 0 0 NORTH [NO DATE DESCRIPTION REV. BY: 1 1 )/ 0 0 NORTH [NO DATE DESCRIPTION REV. BY: 1 } U L C U LL a W I 0 ca c o CO -6 le < •c W >- 2 a) < tia; (1) wv� Q T Z J O 0 SCALE: 1/8 = DRAWN BY: WLA DESIGNED BY: CR DATE: 11/01/00 FIRE ALARM JOB NUMBER: 52774 SHEET Copyright 2000 by Guardian Security Systems, Inc. All Rights Reserved / / / / / / D / 41-71I / / / / / / . on • • FL / / / SPRINKLER PLAN PIPE / FITTING LEGEND 0 4 SCALE 1/4•=1'-0• NEW SPRINKLER PIPE — EXISTING SPRINKLER PIPE WALL LEGEND EXISTING WALL NEW WALL TO CEIUNG D Without Comments S As Noted in Red O 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 ornisSions which do not authorize violations of adopted stan:iardsand ordinances, The responsibility for the adE. quacy of design rests. totally with the designer. Additions, deletions or revisions Is these drawings after 1 this.date will void this r cceptence sand will require/ia resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: If cl By: / �1 - -h3 t kto dA M PS• .01.)-4•v/oA-?O • f uKwn FIRE DEPARTIVIErn Please call: 575.4407 end give this job and exact address for shut, , Down or restoration aon)T•o1A1 F E N CD AREA MAP NTS FITTER/LISTER NOTES 1. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 2. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED 0i' WATER I PPE INOAl10Tel 1 40 0.133 1.049 THREADED, CUT GROOVED, ROU. GROOVED, PLAN END, POLISHED 2.05 0.044 •• WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 1 1) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL RELOCATE ONE SPRINKLER TO ACCOMMODATE NEW WALLS.. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA OFFICE NEW DESIGN CRITERIA: OFFICE TENANT IMPROVEMENT: THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILJNG, UGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. WORK IN NORTH BUILDING S 126TH ST SITE PLAN D i' -JV 20091/jr— NTS SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL •,,,,� EXISTING RELOCATED O RELIABLE R3615 SSP FIFR CHR CHR 5.61( 1/2• 155° TOTAL NEW AFF 000 B00 BOJ BDP BOT CTS FO BON OFOW NAS UNO ABOVE RMSNED FLOOR BOTTOM OF BEAM BOTTOM OF 000? BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. WHIMS UNLESS NOTED OD6NASE BOD 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEITER 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 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT: FIRE DEPT. PHONE: re2ie/3 //,-/ CONTRACT WITH HOWARD S. WRIGHT PROJECT MANAGER : KATIE TAYLOR PHONE : 206.447.7589 FAX : 206.447.7688 CELL : 206.465.0890 1 1142 5F5 SMITH FIRE SYSTEMS, INC. 1106 5401 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRM•S1360T Bus: (253) 926-1880 FAX: (253) 926-2350 ki,at. els' GROUP HEALTH ANB CALL CENTER 12401 E MARGINAL WAY TUKWILA, WA 98168 DESIGNER PROJECT MGR DATE SHEET JOB NO. GIFMFICATB Of GPMPETENGY STAMP MATT G L I -UVAAS 11,16,09 1 QF 1 TI9196 �01. General Notes 1. Western States Fire Protection to add and relocate pendent heads in tenant space. Sprinklers shall be spaced in accordance with NFPA #13 Lirawr ��-�,c‘r\ 0Ltek,;?c,51.�y 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existinfire sprinkler system to remain. Western States Fire Protection will modifythe existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. SYMBOL LEGEND REVISIONS FIRE SPRINKLER SYSTEM 1/8"=1`-0" Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE • SYM. SIN QTY. SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 20 5.6 Pendent WI Chrome 155°F Fl FR Semi-Rec APPROVAL City of Tukwila HYDRAULIC REFERENCE POINT Total = 20 CONT. NO.: KS0345 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE 06/17/08 rea of Work TYPICAL FLEXABLE SPRINKLER CONNECTION:• FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE Hanger No. 07C HILTI Kwik Bolt III -� '/ ' HILTI Kwik Bolt II Drilled Anchor�-•- /• Cut Rod Lgth Rounded to Nearest Inch Rod Coupling All Thread Rod III Swivel Ring c. Pipe Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension GHC AND Call Center HANGER DETAIP,�— i ACCEPTE NOT TO SCALE E=Existing R=Relocate A -Ad d TICS Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. g. D Western States Fire Protection Company 7102 180th AVE NE, STE A-135- REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUOUEROUE/AUSTIN/ DJLLLASI DECATUR /MINER / DULUTH /HOUSTON /KANSAS CITY UIS VEGAS /MINNEAPOLIS /PHOENIX/PORTLAND /RAAD CITY/ST. PAUL/SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-8813030 gitatur 1 nese plan dequacy a will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final E co acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 I'UKWILA FIRE DEPART Please call: 575-4407 and give this job No. CO— and exact address for shut. .sown or restoration approval. GHC AND Call Center 12401 E. Marginal Way Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM PAID JUN 17 2008 Tukwila Fire ;2"o65- SIIEET FP -1 OF I 0 I- Q I- 0 c3 PRIMARY CA:UITE- -- ■ VI*INN 111L"r. . 10411111=111611011111111A1 11.14.111 . _. _ _.._ ________. , 0 ilit MI5 OFFICE- A -- IEli I Existing B . nchline1,11 . �_� _.....1111111111111 .11111111111111111111111111111111111111111....... ' ` -in �,I 1 • ch Tee I ■ 1I ►.. �R ti ■ ___ ,. rx_a..r,.+..._ .y a .:.... v+! .-.......7,-°.:..rte:osY_-...-.. rr� re;,ze rz?'v'�. .waw ..xr.,4 as. . .. ....r...�tK-#!*.a.e:hs-•., r•xrw. ...>.x-r.awr.,o ,,T„,..a = ■-- - 0106E ..—....___.�_.• ■_ � I ■-- ;1''i f ... _.:._-. •� 56• .a-0:: O O ,O O --- E©-� MI E®O -- ----AQ O EOO-- I -E© -- —Q � — l —E — ---EOO ■ < < OFFICE I KITCHEN �', a ■ maw' i NTNG R•OM • 104 OFFICE107 1•a � ---'---- ---------- " erne An=O r%r16 A� General Notes 1. Western States Fire Protection to add and relocate pendent heads in tenant space. Sprinklers shall be spaced in accordance with NFPA #13 Lirawr ��-�,c‘r\ 0Ltek,;?c,51.�y 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existinfire sprinkler system to remain. Western States Fire Protection will modifythe existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. SYMBOL LEGEND REVISIONS FIRE SPRINKLER SYSTEM 1/8"=1`-0" Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE • SYM. SIN QTY. SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 20 5.6 Pendent WI Chrome 155°F Fl FR Semi-Rec APPROVAL City of Tukwila HYDRAULIC REFERENCE POINT Total = 20 CONT. NO.: KS0345 HANGER SYMBOL BRANCHLINE RESTRAINT DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK. ON JOB: DATE 06/17/08 rea of Work TYPICAL FLEXABLE SPRINKLER CONNECTION:• FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE Hanger No. 07C HILTI Kwik Bolt III -� '/ ' HILTI Kwik Bolt II Drilled Anchor�-•- /• Cut Rod Lgth Rounded to Nearest Inch Rod Coupling All Thread Rod III Swivel Ring c. Pipe Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension GHC AND Call Center HANGER DETAIP,�— i ACCEPTE NOT TO SCALE E=Existing R=Relocate A -Ad d TICS Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. g. D Western States Fire Protection Company 7102 180th AVE NE, STE A-135- REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUOUEROUE/AUSTIN/ DJLLLASI DECATUR /MINER / DULUTH /HOUSTON /KANSAS CITY UIS VEGAS /MINNEAPOLIS /PHOENIX/PORTLAND /RAAD CITY/ST. PAUL/SALT LAKE CITY /SEATTLE Phone: 425-881-0100 Fax: 425-8813030 gitatur 1 nese plan dequacy a will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final E co acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 I'UKWILA FIRE DEPART Please call: 575-4407 and give this job No. CO— and exact address for shut. .sown or restoration approval. GHC AND Call Center 12401 E. Marginal Way Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM PAID JUN 17 2008 Tukwila Fire ;2"o65- SIIEET FP -1 OF I 0 I- Q I- 0 c3 THRUST BLOCK BY OTHERS I BY OTHRS IL+ co w "D.I I I ►1 I i THRUST BLOCK TYP BY SFS ``�ti Q ® co 4 ---if-- THRUST BLOCK BY SFS 4" GALV SCH 10 --- -I IF (WRAPPED) FDC 0 Co FIRE DEPT CONN. WITH 5° STORZ & 30° ELL BY SFS SFS START PT. A S. 124TH STREET BUILDING A CONSTRUCTION TYPE PER UBC : V -N SPRK OCCUPANCY PER UBC : B / F2 FLOOR AREA : 1ST - 40,806 SQ. FT. 2ND - 40,806 SQ. FT. I- 0 m YARD POST INDICATOR VALVE BY OTHERS THRUST BLOCK BY OTHERS TOTAL - 81,612 SQ. FT. 8" D.I. BY OTHERS YARD POST INDICATOR VALVE BY OTHERS 1 SFS START PT. B n 6" 0).52 SUPPLY 0 U 0 THRUST BLOCK BY SFS CC LU 0 m oI Co .± 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 NEW YARD POST INDICATOR NEW VALVE WITH ROADWAY BOX N EXISTING VALVE WITH ROADWAY BOX NEW FIRE DEPARTMENT CONNECTION WITH 5" STORZ ADAPTER EDN 8" D.I. BY OTHERS �1 eTh Th S. 126TH STREET SITE PLAN cn crl 0 20 40 60 80 100 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 ABBREVIATIONS SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING OUANTRY 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 N BOD VARIES 29-0 to 31-0 AFF 15-0 p 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 ALLOWEDWEIGHT OF WATER/PPE INAGALLGALLONS 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 y, V V V V♦ 1.III VVVVVVVVvvvv vlvv \/ Ai i V V V♦ I/ 1/1 36" STEEL GIRDER TRUSS 22" STEEL BAR JOIST @ 6-2'W' O.C. ACT @ 10'-0" AFF 4" CONCRETE ON 22 GA. TYPE B FORMLOK DECK DROPPED I ♦ V ♦ Y V ♦ VI . ♦ ♦ ♦ ♦ A ♦ 171. A �. AAAA NIT T ♦ V ♦ ♦ ♦ 1 i 91/4" CONCRETE TILT PANEL 24" STEEL BAR JOIST 40" STEEL ':BIRDER TRUSS 8" X 8" TUBE STEEL COLUMN @ 6'-2'/2" O.C. DROPPED ACT @ 10'-0" AFF �---- -UP TYP CROSS SECTION A -A 0 s 16 SCALE 1/8"=1'-0" 0 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 of 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 Fire Prevention Bureau. Date: (Cl (C 0t By: F 5 LD SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS BOD 0 li 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 1 8-28-00 LC 5" STORZ FDC; ADDED GENERAL NOTES & CROSS SECTION AREA BY DATE 9-1-00 LC RE-ROUTED UNDERGROUND MAINS 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 Fria NE : (206) 433-61,-,2 FAX : (206) 433-6198 CERTIFICATE OF COMPETANCY STAMP TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. DO 5 3 and exact address for shut- down or restoration aparova1 KEY PLAN tic Cav1Yctk L(. \In e,-kcasvNc< Ak - s1g isci&cr 3� ALL vv z/r 4) ALL `' .:7L.v-c.S n 5 4 L.C. Wtenib,4 t°kvniAC . ,jamoL ° A ` ! (iCe-t s .sLtti C.C. i -Y f SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST /7; TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 GROUP HEALTH OFFICE BUILDIN S "A11 & "B" 2401 EAST NflARG: DESIGNER DATE SHEET JOB NO. L. COLE 8-22-00 1 OF 1 T3-400 Srn 3,eM-/ I ' (i) 4 5 6 { 31-0 31-0 31-0 31-0 31-0 40-0 31-0 v 31-0 31-0 31-0 31-0 1-9Y4(12" IFOW) 101 ELEVATOR LOBBY 101-0" 0-4 SSP-REC 0-4 103 ELEVATOR EQUIPMENT 10'-a' GWB SSP-2PC 1 104 WOMEN 81-6" GWB g 3 105 MEN 8'-611 1-9'/4(12" IFOW) SSP-REC 3 106 JANITOR 81-0" GWB w m . 107 ELECTRICAL 91-0'I GWB SSP-2PC 1 0 1� 0 101-011 ACT SSP-REC 370 109 STORAGE - ei,21 WAMP2000' SSP-2PC 1 110 EXIT CORRIDOR 10'-G1' rw.. SSP-REC 3 • 111 EXIT CORRIDOR Ar' ACT SSP-REC 3 .,/ RECEIVING 10'-0" GWB SSP-REC 4 113 MDR ROOM 9'-011 GWB SSP-2PC 2 123 RISER ROOM VARIES GWB SSU -,-.-..w....,---71-. 4 191 STAIR # 1 VARIES GWB SSU 3 192 STAIR # 2 VARIES GWB SSU 3 193 STAIR # 3 -• VARIES GWB SSU 2 76 1 VA I 6-0 61° !� 7B I 1' 1 I 1 + T I 1 I I d 0-7'2\ ��� �' ss O / • so '2 1'/=., '11/2- 1'Y - 1'/ 1'/=.. - 1'/= EXTERIOR ENTRY CANOPY NAS PER NFPA 13 (1999 ed.) SECTION 5-13.8.1, Ar /�/=I . - I +o „ I 1 1%,, T I I 1', 1% , 1% - A 1' ^-2' / d� -3" 8 0 101co 4-0 4-0 8-0 8 0 4-0 0 8 0 40 c al8- g 8 0 4-0 4-0 `0 8-0 0 ° 4-0 4-0 8 0 8-0 4 4-0 6-0 EXCEPTION. NON-COMBUSTIBLE CONSTRUCTION A I '- • STORAGE AND/OR HANDLING OF COMBUS = - BELOW. , ' ® 0 4-0 I ® 4-0 : ® 0 ® : 0 t tib �1> - 4-0 , 1 v s :'t I V 8-0 4-0 4-0 8-0 8-0 0 4-0 8-0 ° 8-0 v 4-0 H 8-0 v 8-0 40 4-0 8-0 8-0 Q " 4W 4W !IA o b 1 JTB ¢ I I- DRAULI 15 "ALLY MOST DEMA 0.FT. DING SYS 1 ° I O 41) O O i O m O w m w ~ N 7B Ir OPEN TO ABOVE i 1 I I I (I S CLUEING STEM DE .5.47 GPM I GPM FOR AND AT BO': "T 73.05 P' INSIDE HO 'tiA•E STREA w w co N cb 6 m m REEN CQ� `��BLE � 90 O'2 1YY2- N 11/2 „ 1'/v ,,, 1'/v 1'/ 0-772 'h \u 100 ; o - • _. o -8Y QI�G) 1'h II „ l 1'2 ^ I t I 1 1v2 ^ �I�I ., 1Y ,. 1% N0 2 , rl ^ 1' a 2-3 " 8-0 8-0 102 4-0 4-0 w m 8-0 8-0 .4-0 r t ,il " t �. 8-0 CI 4-0 ", ' I r, " 8-0 III 4-0 4-0 8-0 t III 40 4-0 - 8-0 - I 4u III v 4-0 6-0 .. n i4 m I - �� - — r ' .Il ® . 0 i ® I v t t ® p 1 ® :� t �D ,,I 4 0 1 I it &0 I I O 8-0 4-0 4-0 8-0 : t ul t 4-0 8-0 : r j� 9 n 4-0 8-0 8-0 2 40 w m 4 0 8-0 8-0 I 4W _ _ _ I Qi� l'►.�� 17QV i s I it IIS©lii � l�< I 1 I w 2� °b w w II', 9?0I - 17-10 �, 64Y I� I ~ I 1 F P A1'/ SI 61'' C 1'/= I I I _ I CO CO 40" .TEEL GIRDE" II TRUSS ' Mi. I" II v 3 3 6-0 IIS ��' _ ? o ` t 10 ==_� 6-1 I 11-' ��u1 +sl 40" STE::L GIRDER TR i SS _ I fl II f I n II a I m n ��fl 71�.�.. w�� _ '- d� I m as I la m I� I� if 1w I I II .; II I -sLf'� Ill''' - .0, 1mit �iIS�^. 11 �. 11 11 •�I I, I r� n I I I iu I I I in TII L. I T= �s/�'♦ a• =i I i I I " I I I flu I�1 I - v.• �1��L�► 3-0 , 10-0 14-0 , 3-0 _ W. T -J ,I I c Ii'ii- / iii?r ® BOD �I 1/= ' I � 1/_ ' ISI ��. I 1/ ., 1/„ ' „ 1h I. ' j �� a--A�pp - �' I� it � ® � - ,,,y - 1% ., 1'h , 1Y „ 1%„ , 1%„ LI III 1% „ I v '.1 1 I ., BOD -f1 N „ " III „ " III „ v � III `� „ v v `-' LI „ v v i III v v v il0 � la 1, I " .'------'- -- -• -•- — ) 0-1 _ I r, 1 � 8-0 4-0 t v 0 8-0 II 4-0 v I I v I v 8-0 I'I 4-0 4-0 v 8-0 v v : t I. t 4-0 ✓ 8-0 v : v 0 4s 4-0 8-0 v 6-0 v 2-0 4-0 4-0 8-0 • S-0 -2 o 4W O �2� 8-0 BL 8-0 E 103 4-0 4-0 2-0 � 6-0 1 8-0 4-C) r t �I t 8-0 4-0 � t 8-0 4-0 4-0 8-0 t 4-0 8-0 3-0� � / ELEV �i I © o5 1' G ( TOE 114 1-11% 2 , ��� ® 1 � REEN Q = o% �� 0 0 VA IA 7 2 5 11- r 6-11 I �r 1 I 1 101 ti �� �1 o �_ 1111 i 41 �� _. - _ i ;- 1-2 25B 25B �" '. 4i ,_ ,..:1-1 o 25B I 0 , 03 1 11$,I' 6 0$ d 25Bl `b o_ 1-0 Q I� �1 �/ Ij �I� � 1 S � C.. / ® \ II 71 1 7 'i ._ 1 J o VI— o T c� 1 �0 0 1'hcl 1'/Z t1. l t1. 1'h 1Y^ 1+/ 1Y ! ti O �, I 1 „ 1'/= 1'h 1'/= „ „ 1'h „ 1'h „ _ t . $ . „ 1'/ 1% u12-3 ,,. , �� fl ' " fl ,,. ^ " ^ " " " ! ,., ,= '1921 a:. 0-9 .\ 1-6 1-0 6-9 8-0 4-0 al 4-0 8-0 8-0 al 4-0 „ 4-0 8-0 8-0 rl 4-0 t „ ;: t $ p , of 4 o v It : it �, $ p i - 't 1;• ., 1� PX 35 „ 4-7 8-0 7-9 ? o -2" 4W / 7-9 8 0 4-6 3 6 i�C t'' i 4-0 1123 t :I.t 8-0 4-0 I : t 8-0 4-0 4-0 8-0 ,i t ' 5 4-0 8-0 I 0$' 11� . P� I� iA +/° cam' ISI % 25B . — _ •i r N �� " N �/ I w f., _ . - w ~ 0-3 0-3 0 104 193 �� O ~o II �Q-� 1 25B - 1+/= I yo_ay, `�Ar�o,, /__I ( c' I% 192 ��le REEN ���od U d� BL'• E ��,.�. ,� G�- Q� 1'h 1'h i 1% 1'/4 V — 'PLUG _=�/ 1" PLU � '� • I) Q' O� -L / 1 la 3-11'2 II•a /_ -6 10 : y• 4-0'/= `�. 4 3 2 - 00 0 11 1� 105 1h go c '4 o > (<� .,CAC\' 0 9 -- ---- , tt Q, 1� f' O a112�, 7-9 8-0 : t t I 0�II c_ �.• I JQ ��.<zi 108 104q I O O 10 i 106 107 113 108J i'-: 5, �0 � : t �IIngs 8-0 7-9 -2�O4WI� 1'h (— �I �- liia' `°' III�II 110 i i I 4III Iii. a t P �.t•e , �b 11 1 I I m II 11 II 1 m . .� —_ � -- _ -- - • �.ri �� " I Imo. _. I �. 11 I .II L.. II 11 11 I.n .II 1 II I II L.. 11 1 11�114ia ri ■ • .. L � ---- n r• >�� :ter n �IEiisz•�tr� . min n Lli I I in 1 1 1� L,I I-- to I .�I 1 1 Yn �I�� I I I I I I , /_ I 1 ; 1 '.c�a---- -- • 3-0 14-0 8-10 , 4-2 •-I�ttltl•t: I ISIIIlI I /_ I „ I 11/2 „=�I�i,71i1.1IiV:CL��II��►,�II�I�.-1� I II III „ :I „ i, I -� III I = t, I .^. I III Iri,�i „ I „ I RI .. IIIIIII „ I „ II :fE�t: 4- - / N �, sas O t I CO.4 E N I Q li p {{�\ 1� - 4-0 BLUE „ t „I. t 8-0 fJ 4-0 I . ' t 8-0 4-0 4-0 8-0 .. t al I•t 4-0 8-0 • I 4-0 .. 0 Fro 8-0 t 4-0 8-0 8-I i 4-0 6-0 4-0 t , t 8-0 4-0 II . i 8-0 4-0 4-0 8-0 n 1 1 4-0 8-0 . I I ' 4-0 I< 8 L'/= 9 II 1% 110 REEN II 1% / 04-3 III I 6-4 IILI 11 140 II c 4-o I = L�h7Wi 11 Il '-' o1Id • 4-2% -Ile '* ..� * • BLUE 106 I'/= BLUE 1'/= ^ 1 �2 1'/=^ •^ 1'/=^ ^ " ^ 1'h a v 1'/= - ^ 1'/=^ " 1'h ^ fl 1'/=^ r, fl ., 1'h„ „ 01 „ 1 r, I „ 1'h L-7,,-,\ ^-2' II �� N 23" ® 8-0 4.0:, BL 8-0 E 107 4-0 " ^ 4-0 8-0 1% 8 0 4-0 la t :I,t 1/ , 8 0 4-0 II II : .� I 1h ., 8-0 4-0 ' 4-0 8-0 1% ^ a " I.t f' 4-0 8-0 : 1% i I C1 4-0 8-0 8-0 _„ `� 4-0 " 8-0 " : it v �� 4-0 6-0 1/ 4-0 rl I. a „ : t 8-0 4-0 cl III : 1 1h 8-0 4-0 4-0 8-0 VA �: a " t a 4-0 8-0 " : 12 0 , it 4-0 ., 8-0 1uI 8-0 " 4-0 4-0 " 8-0 1/'/= REEN 8-0 * N ID „ I I d 4W/ 8-0 8-0 4-0 4-0 I8-0 8-0I v4-0 t 8-0 4-0 8-0 " 4p 4p 8-0 4-0 8-0 4.0 8-0 8-0 II I 4 p 8 p 4-0 F 0 I 4-0 8 0 4 0 II .. u 8-0 4-040„8-p 4p 8 p :1n �2-340"8-0"8-0"4-0 4-0"8-08-0II 1 !T•4W,6I = 11 II t. Ln 1 . .II ' / < MENA. -a—40”•TEEL C 1., I o-oe 7-0 140 9-0 / o 108 GIRDE TRUSS Q m Iw co 12 1,2 1% 1h 1% 1 Y v m 14 1/ a 1/ - C ® 1 •- ® 1h • 1 40" STE m/ Iw 1 - �_ L GIRDER TR ® ® SS 1h BODBOD Asa o� IN / 2-3 :::c? 12-7 F ® 8-0 411)] It v'h BL 8-0 E 109 % m „ " 4-0 „ fj) v P0 mtri) m 1'/= 8T0 O 3 Q m w w (0 cC" v PI 40 OU. N cb 8 , I 8T0 A-0 v 11/2 „ 8-0 „ III 4-p 4-0 v 8ri0 1'h ^ ' Y-0�, P0 v 1 Y v „ rl Y-0 „ v-0 P0 1/_! „ ^W0 GIm OT0 -1 1 h ' q -p I 6-0 � 1 /= "m 4-0 1 � ' „ 8-0 Y. 4-0l „ _„ 1 / 8-0 4-0 4-0 8-0 .., 1 Y 4-0 8-0 „ 12 ' 4-0 O N Q w w (0 N fl „ 8-0 O N ca 0 1 0 m _ „ 8-0 4-0 !< 0 032 „ 4-0 8-0 112 , 1 h ' ILREEN 8-0 LV) R.131 � �21 ® „ Ii o/ 9 0 0 • 4W 4W 2-3 8-0 8-0 " 4-0 4-0 " v 8-0 8-0 4-0 t : t 8-0 40 I •, 8-0 4-0 4-0 8-0 t t 4-0 • 8-0 8 fl u 4-0 8-0 •'8-0 8-0 1 4-0 8-0 r 4-0 " 6-0 4-0 t " ? t 8 0 4-0 n i " 4-0 ' 4-0 " 8-0 " : t " t " 4-0 8-0 I i 40 8-0 8-0 4-0 4-0 " 8-0 8-0 -2 + _ O coA% i ROOM SCHEDULE ROOM NO. ROOM NAME CEILING HEIGHT CEILING TYPE HEAD TYPE QTY 100 LOBBY 10'-O' SOFFIT GWB SSP-REC 7 101 ELEVATOR LOBBY 101-0" GWB SSP-REC 2 103 ELEVATOR EQUIPMENT 10'-a' GWB SSP-2PC 1 104 WOMEN 81-6" GWB SSP-REC 3 105 MEN 8'-611 GWB SSP-REC 3 106 JANITOR 81-0" GWB SSP-2PC 1 107 ELECTRICAL 91-0'I GWB SSP-2PC 1 108 FUTURE OFFICES 101-011 ACT SSP-REC 370 109 STORAGE 8'-6" GWB SSP-2PC 1 110 EXIT CORRIDOR 10'-G1' 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'-011 GWB SSP-2PC 2 123 RISER ROOM VARIES GWB SSU 1 191 STAIR # 1 VARIES GWB SSU 3 192 STAIR # 2 VARIES GWB SSU 3 193 STAIR # 3 -• VARIES GWB SSU 2 1" SUPPLY FROM BL DETAIL "A" 1" TO ELEV PIT PIPING TO BE CONCEALED IN MINIMUM 5W CLEAR WALL 12" X 18" WALL ACCESS PANEL BY OTHERS SFS STD ELEV VA ASSY WI 1" MILWAUKEE BBSCS02 BFY VA. W/ SUPERVISORY SWITCH LOOKING WEST 0 2 4 SCALE 1/2"=1'-0" RECESSED EXTERIOR ENTRY NAS PER NFPA 13 (1999 ed.) SECTION 5-13.8.1, EXCEPTION. NON-COMBUSTIBLE CONSTRUCTION AND NO STORAGE AND/OR HANDLING OF COMBUSTIBLES BELOW. BUILDING A - 1ST FLOOR 0 8 16 OM_ MN —111111 -- - SCALE 1/8"=1'-0" FITTER / LISTER NOTES: N 1. ALL SSP SHOWN AS OO TO BE INSTALLED ON 1" OUTLET WITH 1" X 1/" 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. RISER EQUIPMENT ITEM QTY SIZE 1 1 2 1 4" 3 1 2%2" 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 MODEL FEBCO POTTER ELECTRIC VICTAULIC POTTER ELECTRIC AGF VICTAULIC 856 OSYSU-2 SERIES 708W VSR-F 3011 BV SERIES 717 10 1 10" ELECTRIC BELL POTTER ELECTRIC PBA12010 (INSTALL @ 10'-0" AFF ON WEST EXTERIOR WALL, GRID 1-C) SPARE SPRINKLER CABINET CONTAINING THE FOLLOWING : SPARE SPRINKLERS AND WRENCHES HEAD ORIFICE THREAD TEMP FINISH SIZE SIZE RATING QUANTITY 11 1 12 HEAD MANUFACTURER TYPE MODEL RELIABLE RELIABLE RELIABLE SSU F1 FR SSP F1 FR SSP-REC F1 FR/F2 RELIABLE HSSW F1 FR RELIABLE MODEL D WRENCH BRZ CHROME CHRONIE BRZ 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 155°F 4 155°F 3 155°F 4 155°F 1 SYSTEM 11 AREA AREA DESCRIPTION FOOTAGE NUMBER OF SPRINKLERS 1ST FLOOR 2ND FLOOR 40,806 40,806 412 411 TOTAL 81,612 823 HYDRAULIC CALCULATION DATA DESIGN DENSITY : ACTUAL DENSITY : .15 GPM/SQ. FT. OVER 1005 SQ. FT. .15 GPM/SQ. FT. OVER 1040 SQ. FT. DEMAND AT BASE OF RISER : 285.47 GPM AT 73.05 PSI (0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION : 535.47 GPM AT 76.86 PSI (250 GPM TOTAL HOSE ALLOWANCE) 1 HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS 3/8" ATR & 2" TAPPED SQUARE WASHER SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY TOP BEAM CLAMP W/8" RETAINER STRAP & 3/8" ATR 0 RELIABLE SSU Fl FR BRZ 1/2" 1/2" 155 9 3/8" X 2 1/4" KWIK BOLT, ROD COUPLING, & 3/8" ATR RELIABLE SSP Fl FR CHROME PoI Alum 1/2" 1/2" 155 6 14" WALL BRACKET W/(2) 3/8" X 3 3/4" KWIK BOLT, NUT & WASHER * RELIABLE SSP-REC Fl FR/F2 CHROME CHROME 1/2" 1/2" 155 396 d RELIABLE HSSW Fl FR BRZ 1/2" 1/2" 155 1 412 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 12 BOD k 0 III II 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 1 00-00-00 LC EDIT THIS LINE AREA BY DATE 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 6" X 4" 125 lb. DUCTILE IRON CEMENT -LINED FLANGED REDUCING 90° ELBOW CO 6" SUPPLY BY SFS BLUE BLUE ti b 13-0 12-6% i AFF AFF N SYSTEM 1 H11 -I 5 -H4 2%2' SN/90° H 3 E/E 1 -12F- ' 2-0 AFF i ED —19 S D N NOTE: 1. DISCHARGE MAIN DRAIN TO SAFE LOCATION OUTSIDE. 2. MAINTAIN 2" ANNULAR SPACE AROUND PIPES PASSING THRU CONCRETE FLOORS. RED RISER DETAIL LOOKING EAST 0 2 4 SCALE 1/2"=1'-0" 4" FDC LINE BY SFS RED RED 4W 4W 4W 4W 4W 4W 4W 4W 4W 4W 4W 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 A 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON DESIGNER DATE SHEET L. COLE 9-5-00 2 OF 5 JOB NO. T3-400 C 12 ROOM SCHEDULE c.../ 31-0 31-0 , 4)8) 31-0 31-0 31-0 '1 0 31-0 31-0 GWB 10 31-0 (11 31-0 31-0 ELEVATOR LOBBY 1-9'%(12" IFOVV) GWB SSP-REC 3 203 WOMEN 8'-6" GWB SSP-REC 3 204 STORAGE 8'-6" GWB SSP-2PC 1 205 MEN 8'-6" GWB �� �►,� 0@ ,����_ o® le A11.414, •• 206 JANITOR 8'-0" GWB SSP-2PC 1-9%(12" IFOVV) 207 ELECTRICAL 9'-0" GVVB SSP-2PC , 1 208 — III 10'-0" ACT SSP-REC 377 209 MAINTENANCE 8'-0" GWB SSP-2PC 1 /.%///////////////////////////////N///N///////////N/N////////////A•w.. MDR ROOM 9'-0" GWB SSP-2PC 1 223 RISER ROOM .///N/N/////////////////////N//N///N//N/////////////////////////////N///////////////////////% GWB SSP-REC 1 291 STAIR # 1 VARIES GWB SSP-REC 2 292 STAIR # 2 %///////N//////////////////.%/////////.% GWB SSP-REC 2 /11 ( ( I I SSP-REC 1,/ �' j / ���.. '—a LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE GROUP HEALTH OFFICE BUILDING A 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON 4-9 8-6% i 8 . LETTER INDICATES TYPE ., - ,' !fi. HANGER LOCATION ELEVATION ABOVE REFERENCED �, C, A o z1 1% B 1'A 1- °- 1%\ a m \ 0 0 1% ti s 1y ®I ® 1'/ I ( p �I I� / 0-3 II r 11'h 1� ^0 1 �h 1'h � i�h 1/2 0 'ha so �� / 4W / 11' _ &0 201 4-0 4-0 Q 8-0 8-0 F- -1:32 O 40 0 r 8-0 m 40 4 a -Q -e 8-0 40 4-0 8-0 0 4 0 40 &0 8 v 3 4-0 u 4-0 60 i 1I 1.? '3 ® ¶o 100 1 h ® 1 S 4-0 8-0 40 8 ` 8-0 40 4-0 v 8-0 3 OF 5 T3-400 4-0 8-0 8 4 40 8-0 8 0 40 m 4-0 8-0 8-0-212 ti r4 w m O N W ' -0% I 1A 10-434 11-4 -3' 2- J- U W Y -LOW [0 o/ co 4W/m * 111 CO § L11 LL1 co CV ei co 8 ® ® 0-3 g e a� W I r .I I j I I I UJ N (6 CO ® / ,/ / 1 I r 1% ^ 1% V 1'h 1111— '/= r1 c1 �= / 11' 2 8-0 " 8-0 202 4-0 40 8-0 8-0 1a,�mm 4-0 r n 0 &0 40 ' i1 8-0 40 4-0 8-0 n 1rlF1, 11 n 4-0 8-0 " : i " 1 40 " . n " .A 0 I .� 1 's . n ., 4-0 a sin „ 8-0 r1 - 40 1 & ii " 8-0 4-0 4-0 8-0 : 0 `� 1a n 40 8-0 — : ,� b 4 lu it 40 8-0 8-0 j 4-0 4-0 8-0 8-0 -2' _ (.1') IN 1< 1'6'/= 1'/='j 10-4 G 11-4I i,/= I I 4 1sa Cr .II. 0-9% I / 1 ,1 ' • h 4W ' 1 36" .TEEL GIRDS I TRUSS I ' + I. n h I: n " I a r. i� 0 I'�... -II�II� I I �' II� /AI I s 36" STE::L GIRDER T'' SS :-=--- I— 1a .JI�c - ,"' p 1 11 I 11 11 11 ...in I 1 1-b� —_%_ .-- 'n �nl •'I 11 11 I III 1 1 I pl. II I 1 �'�LiL- . •11 i,/ 11-5 14-0 3-0 •\\\\\\\\\\\\\\\\\\\ it • ]!ISi - I wl _ 1 I;11 11. M I_ I� �L,- — i .ff� II rI 1 1 I I C—tTi • it L BOD % �, ' d ' \ 1'h � 1'h I I (o0L2._up ---'• (/Qn/=1,/= 1':1 1�4, B litiH= r 8 "2-0 `1- &0 40 4 8-0 8-0 4-04-0 8-0 v 0 n ___-•-1 4040 '. n8-0 40 4� 8 8-0 4040 8-0 rl u/23` &0 203 40 4-0 6-0 0 I 7400 o 0 4-0 8-0 3 0 a) iIIJL l 1% Ili 0 / . EV ( n I' sig II %:'/_ 9-040 8-0 : 1 u4-0 6-7 -8116 , 1 HVAC TM OF DUCT 11'-0" AFF HVAC B- M OF DUCT 11'-0" AFF `D o �} 41t3 RE 1- 0/.- 1 , 1t' ` H " O ® . Y -LOW `� * 0� CO I � 291 25B --- N o o c? I 25B 11, :1`` I 1'/z ,;\ (.1 o i / %OO / III ^ 41/2 /= 1'/= 11 ., 1a 1' 0-9 / ►-.,� CAUX D' IN VAME / =ii—'�` — 1%IIII n 1 1,-- ^ , „ 1 /_ 1 h ^ 1'� _ / Ir 2-3 " m 1a /� m 8-0 4-0 , I : n 8-0 4A 40 8-0 :I n , 114. ►'h 3-9 romp, 6'_ 1 I 110 7-3'h 3 6'h 45 .; n 8 0 o o " 3 9'h 421= : ii " &0 40 8-0 of " of of 1 8-0 rl 8-0 8-0 4-0 40 2-0 6-0 - 6- 4-0 n :i •n &0 I •l/l ' 1 • ' / 1'h ir 4-0 a n n ¢0 &0 1 ¢ii 40 8-0 6-0 ~PS 2-0" 40 40 8-0 -2' 0) 25B 25B 209 ; 201 - ' 0 0 204 I 0 ��.1 0 8'/ I 1'/_ To 292 cb 00 293 ► i� .II •09'h C �� ( ,.�-,.-•.iii i' Is I �I �j 11 u Q�� •p' :(� I 1'h 1 1'h I � O I ; 1'h ji1,h 10-9 I 0110 I I '4 h �.� R Q- ,�..1 1 1-8 V, 1-6 10- : '1-9 y 9 1 i 7 7-2 I' 1 I M ( 223 ; N, JQ,�F ;10-6 \ 11 ® "o rA' I I NO 4OMB M I♦.� I— 1 d, �Id rl� NO ' OMB Ir `' ro REn ¢ N. co co N •6 �I %I 1_g ��jjj� I� ' i 208 20 ,�! O O 20 ' 206 I 207 213 I I T 208 j� IN Y : LOW �� N Iii � l0 22-8 :I I I�11 II II Iii— ---- -- i ' I1 h `r = ^�/ l ! I .1" 1 9 11 1 I I I 11 1 1 II p' - moi• ����� "� �� _ v nom. ,1 .: .. �� I I 1,1 1 1 11 1 I Ii, , 11 11 11 I I 1 11 11� lir«. 1 I 11� o ' J IV�I = I I '1 �. 1 i ' 1'h I I I 1 I i �' _ 1 I Ira r, 1 11 1 _ I Y IBJ_ �I„ itv 1 1 E nI = 1 I = _ I •• I 1�:■ / rM 0 ® 2 3 ® 8-0 n \—, v 8-0 205 I 40 4-0 �n H , o n I Li . m .I 1 40 n . Aln ®1 8-0 m 40 ® u : ® n ® 8-0 m 4-0 40 8-0 n ® I n 4-0 8-0 @ \ 8-0 ® n m @ 40 .'+n 6 0 8 0 n ® 40 8-0 ® &Ii ® i ® 4-0 I ® 6-0 40 ® 4-0 :i n 8-0 — 4-0 m u ® ® 8-0 ® 4-0 m 40 @ 8-0 .1 @ a •n @ n ® 4 0 8-0 �° : n ® C i ® 4 0 ° 8-0 : n G ° 40 ® 40 ® 8-0 Y : LOW 8-0 1 [O) �. -2' ■ / o 4W _ 410 'ED RED RED • ___ _ I .. 1/ t1-0 14-0r6-0 'r-"" \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\,, 0 � ® 206 + I /= h 1 , I C a I 11/ r1 1% m 11r I , 11/2 e1 ^ 1' r ^ 1 = ^ 1'/ 11 ., 1%= r, , 1% ^ 114 , 1% sas ' 0 CO / 4W (`:7- 0 m m 2-3 o 3 sas 8-0 * RE 8-0 207 % m " 40 40 8-0 „ 8-0 'h r1 40 v 0 i 0 1, 8-0 40 m it 8-d \ ® @ 1Y 8-0 4-0 4-0 8-0 ^ ^ 1% n 1 n 40 a1 8-0 11 8-0 . rl d 40 8-0 8-0 • m J w co 0 n m 4-0 8-0 " 8-1 1% LU —I wH co 0 i 4-0 a1 6-0 1 4-0 cl 40 n 1 8 0 " _ n1 ¢p 01 V 1 : I ^ 1 h 8-0 @ 40 4-0 m 8-0 \ @ 1 /_ : n 0 4-0 8-0 : ,. 1 h n r r1 i - „ 1 6 r.1 Y 1 h J _LOW * O a N ,. l "1' 4W 4 2-3 8-0 11� 8-0 c1 ` 40 i ^ 4-0 I &0 I 8-0 I 40 8-0 4-0 M 8-0 8-0 II 8-0 n " I n 4-0 8-0 II II 8-0 I II a 4-0 II 8-0 I1 8-0 I ILII n 4-0 I 8-0 &1 II II i 40 I 6-0 40 II v III�II 4-0 v a 8-0 4-0 I, 1 : 11 II @ n I v : . rn 4 I i; 40 8-0 :, 8-0 4-0 r1 8-0 II .J I•J :_a' 1 _ Im— I I I' 1 I� I 1 >_a3. I 0 di / / — 1 $ 615 It 1 BOD ISi 36" 208I 1,h 1 •TEEL GIRDE ^ TRUSS ^ i— I% ^ ^ 1, I ., IA 1. „ 1'/ IJ 114 ., 1 III II I 1 /_ „ ' 1 11 11 v 11 1 11 1 '_ 1/ 1 -i— ^ 1 /_ " I:I 1 11 1 I UIQ 1 6 1/ 11 ^ r' ^ , 1 h 1 11 IIII ^ 1 h ,, 1 11 11 I � 36" STEL L GIRDER TRII 11 .,,i SS D • all BOD a� 0 l = o �� p4 O d co 4W / �m 0 4W III 2-3 '' 0 8-0 <412 8-0 209 -,� CI 40 v 4-0 UJ c~n o V 8-0 8-0 CO Q W co N \1/4.-1/2 v 11 4-0 ci O C\I CB} v n : v 0 1+ 8-0 4-0 : d v 1'/ � 8-0 v 40 40 a1 v 8-0 v ;: 1'/= n n 4-0 11 8-0 _, 1'/= „ IA v 1 40 r.1 8-0 W co W L11 8-0 ' W16 STEEL BEAM 4-0 1 12-3Y2 AFF TYPICAL UNO ,74 4' W16 STEEL BEAM 6-0 J w 1'/ v 4-0 0 ;; n 1 8-0 p,� 4-0 , I : i 1'/= 8-0 4-0 4-0 8-0 1'h : n n f.1 40 ' 8-0 : 1'h 1 i 11 40 F- -92 Q m co N 8-0 (-j O b 8-0 1'h " 4-0 tli co w co 1:1 4-0 '' 8-0 Y: 1'h LOW 8-0 ��� (17j `�f ` -2'' N o� �� 0 -22-3* 8-0 8-0 4-0 4-0 8-0 @ 8-0 40 ® @ 0 ° 8-0 40 8-0 8-0 4-0 40 8-0 . n n 4-0 &0 : " 4-0 40 8-0 " 8-0 n 40 8-0 1 i 40 " 6-0 " 4-0 n n : n 40 • ri1 : 1 8-0 40 4-0 8-0 : n " 4-0 8-0 @ : n ® 40 ° 8-0 O° 8-0 © 40 4-0 ® 8-0 C 8-0 2' --m-/ 4� / d 0 L / / / / // r / // // ROOM SCHEDULE ROOM NO. ROOM NAME CEILING HEIGHT CEILING TYPE HEAD TYPE QTY 100 LOBBY 251-0" GWB SSP-REC 12 201 ELEVATOR LOBBY 10'-0" GWB SSP-REC 3 203 WOMEN 8'-6" GWB 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" GVVB 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 GWB SSP-REC 2 292 STAIR # 2 VARIES GWB SSP-REC 2 293 STAIR # 3 VARIES GVVB SSP-REC 3 N BUILDING A : 2ND FLOOR (1) 0 8 16 SCALE 1/8"=11-0" FITTER / LISTER NOTES: 1. ALL SSP SHOWN AS OO TO BE INSTALLED ON 1" OUTLET WITH 1" X1/2" 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. ATR LENGTH VARIES (AVG 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. RISER 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 MODEL I VICTAULIC SERIES 708W POTTER ELECTRIC VSR-F AGF 3011 BV 2ND FLOOR CONTROL VALVE LOOKING EAST 0 2 SCALE 1/2"=1'-0" 4 I 6 4 3 4W 4W 4W 4W 4W 4W 4W 4W 4W 4W HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS CONTRACT WITH SABEY CONSTRUCTION � 12201 TUKWILA INTERNATIONAL BLVD I FOURTH FLOOR ' SEATTLE, WA 98168-5121 PROJECT MANAGER : BERNIE MARTELL PHONE : (206) 281-4200 FAX : (206) 281-0920 I SUPERINTENDENT : DON LEHMAN PHONE : (206) 433-6142 FAX : (206) 433-6198 CERTIFICATE OF COMPETANCY STAMP KEY PLAN SMITH FIRE SYSTEMS INC. A2 3/8" ATR & 2" SQUARE WASHER & 3/8" NUT SYM MANUFACTURER TYPE MODEL H AD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY 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 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE NO. DATE BY REASON FOR REVISION 1106 54th AVE EAST APPROVED FOR FABRICATION B TOP BEAM CLAMP W/8" RETAINER STRAP ® RELIABLE SSP F1 FR CHROME Pol Alum 1/2" 1/2" 155 5 1 00-00-00 LC EDIT THIS LINE w 14" WALL BRACKET W/ (2) 3/8" X 3 3/4" KWIK BOLT, NUT & WASHER L RELIABLE SSP-REC F1 FR CHROME CHROME 1/2" 1/2" 155 406 AREA BY DATE TACOMA, WA 98424 CONTR. REG. NO. SM ITHFS1360T Bus: (253) 926 -1880 FAX: (253 } 926 - 2350 '—a LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE GROUP HEALTH OFFICE BUILDING A 12401 EAST MARGINAL WAY S. TUKWILA, WASHINGTON LETTER INDICATES TYPE ,' !fi. HANGER LOCATION ELEVATION ABOVE REFERENCED -4- � POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING � � — III RIGID COUPLING DESIGNER DATE SHEET JOB NO. 1 L. COLE 9-5-00 3 OF 5 T3-400 II 411 RELOCATE -(raj EXISTING SPRINKLER HEADS AS SHOWN EXISTING BRANCH LINE REVISED CEILING GRID.) 2" WOOD NAILER okkkkkAmmill SIDEWINDER/ HANGER MATE 3/8" ALL THREAD ROD RING HANGER OPEN WEB JOIST (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD) REVISED CEILING GRID RELOCATED EXISTING SPRINKLER HEAD TYP. DROP DETAIL NO SCALE FILE TENANT IMPROVEMENT THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. FIRE SYSTEMS WEST IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL. CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILrY OF THE EXISTING SYSTEM. SYMBOL LEGEND R - DENOTES A SPRINKLER HEAD TO BE RELOCATED. A - DENOTES A SPRINKLER HEAD TO BE ADDED. — — — — - REPRESENTS EXISTING SPRINKLER PIPE. - REPRESENTS NEW SPRINKLEER PIPE. _01e.lift. e.- b ar` EXISTING SPRINKLER REVISION PIPING PtX►N 0 4 8 12 SCALE 1/8"=1.-0" CONTRACT NAME: AMB GROUP HEALTH PAID 12401 EAST MARGINAL WAY S. TUKWILA WA 98168 SEP 16 20` 1 CONTRACT WITH: I U KW I LA R HOWARD S. WRIGHT ecoo 425 PONTIUS AVE. N, SUITE 100 SEATTLE WA 98109 SUPT. TODD FULBRIGHT Phone: (206) 447-7654 Fax: (206) 447-7727 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: Q.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET B. JARAMILLO 09/16/11 2-11-0675 1 of 1 f) EN o V ! ho at Comae; r�� o As to 4 :e .,, Reel jgiPt. le /k JCl,f..' Letter "ose plans ha"e ')eel rev'•ewec by rrz, Tukwila Fire • e1.".:c'=' for- c'^'orrriaT ce current City • .ncards. .s s` ibjec, is ,Errors and ..lass?ons which cc, -,.•,K.'.'tons of adopted :,ndards and nct i 1► - ; : S:.Jnsibiiity for the ";,equacy of deli E. "til .editions, delntb.:r -`c• t.� these ._ra`,uings after +.1s date will void - . .. enom , rc r i require a resubmittai of rev, e. , E„ os for 5ubg:equ.nt approval. Final acceptance is suuoct to field test and inspection by Tne Tukwila Fir:: Prevention Bureau. Date: ` - )N I -I By: SIJ UKL`JILA FIRE DEPARTMENT Please call 205-575-4407 and give this Fire Permit No. %l -5-).1D and exact address for shut- down or restoration approval i,zVoi'!MWJ General Notes 1. Westem States Fire Protection to relocate new pendent heads in new tenant space. Sprinklers shell be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturers specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping end components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Westem States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. N'i Cut Red Lsell w-..n Hanger No. 07C HILTI Kwik Bolt III _ 5 ' —1 \1// / / NoN on Plan Ian, Number sad A' Dmorau. HANGER DETAIL NOT TO SCALE R=Relocate E=Existing STORAGE ROOM 101 • t1MVILA rlitt :Grr�i1 rtni.ld3 Please call: 575.4407 and give this job No.OB-S'2�V end exact address for shut. 'town or restoration approval TMech Tee SYMBOL • DESCRIPTION Reliable FIFR Pendent SPRINKLER LEGEND I oa. I 14 5.6 EMP NO Eo 155° Chrome t APPROVAL City Of Tukwila_ CONT. NO.: WESTESF1360F _ DRAWN BY: Adam Kentner SPRK. ON SHEET: 1 SPRK. ON JOB: 1 DATE: 523/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Phone:425-881-0100 Fax 425-881-3030 Lic.#: WESTESF136OF GHC ANB CALL CENTER 12401 E Marginal Way Tukwila, WA 98168 FIRE SPRINKLER SYSTEM SHEET FP-1 OF 1 tea P'3TZ 3T N©XC Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. it • CCEPTED Without Comments As Noted In Red Per The Attached Letter i nese 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 standaras and oralnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter 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 Fite Prevention Bureau, Date: J %/(2U By:6 omP8nY _Ai fp ^'lel DOcev D d d Without Comments a As Noted Irll2ed . Per the Attaci4ed Letters These plans have been reviewed by Th PreverVMEILIMIturftlOPqMaIMIA standards. Acceptance is subject to er omisqpingigriglycipniot authorize vic standards and ordinances. The respo adegtffKiR A fasts t Additions, deletions or revisions to th this date will void this,acceptance and resubmittal of revised drawings for sub ila Fire ent city nd dopted the Final acceptance is subMA`Otiit The Tukwila Fire Prevert#031 Bureau. after a approval. it d Inspection by Date: TP Col( By 5 (v SCOPE OFV\-"- • )( McKINSTRY FIRE WILL ADD A PENDENT SPRINKLER AT CLOSET. TO ACHIEVE CODE REQUIRED COVERAGE FOR THE GROUP HEALTH TI. ALL HEADS WILL BE SPACED AND PIPE WILL BE SIZED PER NFPA #13-1996 EDITION AND CITY OF TUKWILA. DESIGN CRITERIA EXISTING FIRST FLOOR CALCULATIONS: OFFICE SPACE: PER N.F.P.A. #13, 1996 EDITION ORDINARY GROUP 1 HAZARD: OCCUPANCY .15 OVER 1500 SQ. FT. IUKWILA FIRE OEPARTM J Please call: 575-4.407 and give this jpb No. and exact address for shut - dawn or restoration approval. NO NEW CALCULATIONS REQUIRED ,I1 ►440 �:. te- OI / / n BUILDING A: 1st FLOOR AREA OF WORK 0 4 SCALE 1/4"=1'-0" n . . 8 . iLlri� .JYYV MEM Vit. lilrr .11=1 er;== mum I 7 I !; I!! I' ;• rw_•111 Ci:rr 4 FON' • BUILDING A: 1st FLOOR - KEY PLAN MC FurThr instry ifs it Your sofkiss SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com PROJECT: (11 000►UTATIY■ 2 00 1East Marginal Way S. Building A TUKWILA, WA 98168 IIS SEP 2 [ -Dire ---1`z 3Yo9 175 TITLE: GroupHealth Tukwila Added Head at Closet DATE: 09/24/04 DESIGN: DJ CAD: DJ CHECK: RF SCALE: I/4"=1'-0" JOB #: 33258 FP-1TI 5Y2z#73 /0-1 N ' BUILDING A: lst FLOOR 0 4 8 SCALE 1/4'=1'-0' (1) 3/8' HDI -P DROP-IN ANCHOR (1) 3/85(20' ATR (1) RING HANGER HANGER'H1 NTS FITTER / LISTER NOTES 0 v smi-- _ -- ver END PREP TYPES ALLOWED WEIGHT OF WATER/PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREAD, CUTGROOVED, ROLL GROOVED, PLAIN END, POUSHED 2055 0.045 114 SUPER-FLO 0.082 1.638 ROLL GROOVED,POLISHED, PLAIN END (FOR BUTT WELDING) 1.870 0.008 11/4 SUPER-F'LO 02136 1.728 ROLL GROOVED, POUSHED, PLAIN END (FOR BUTT WELDING) 2710 0122 2 SUPER -FUO 0.086 2.203 ROLLOROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.700 0.198 Oh SUPER-FLO 0.088 2703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 6.103 0288 i SUPER-FLO 0.053 3.314 ROLL GROOVED, PLAIN END (FOR BLITTWELDING) 7.180 0.448 4 SUPER-FLO 0.085 4.310 SII 10.880 0.758 1 10 0.134 6296 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17224 1.144 6 » 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.058 1.845 8 u 0.188 6249 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 40.128 2.778 .4 WALL THICKNESS PER NFPA #13 _r ■ _■■__■■_-. maim - -. - -- -- -- "SC - J Ili- i - ■ 51 0U I ■ ■I■ tam 1 i EMI I WI 111•1 --- ---Pm----; 111111ii1111111■■ ■i ■I ■ _ ' -_ ' ■ '1 ■ _15 51 , ■ , ■ ! ! rig t--a EI_ i `i Elm _ 1 ■p ■ - -_ I 1 I L_ 1G I I-1------ I l_ _L I i. 5 ---11:11---1---c,)--,--- co -r,-- --__ tim 1 1 I 1 1: ,G 1 ■ ■■M I ill! ;1 II FA Ell=IIIIPE- IN DIM EDE E,, um Doi ii I i1 Imo in , , I I •1 __ I I61 1 --I 11 -111 - I I • I r . !../.41151811108•11 ■I 1- --N--- 0 - ------j--0 1 -} -- --j- ----® -- -- - -j ------' N ' BUILDING A: lst FLOOR 0 4 8 SCALE 1/4'=1'-0' (1) 3/8' HDI -P DROP-IN ANCHOR (1) 3/85(20' ATR (1) RING HANGER HANGER'H1 NTS FITTER / LISTER NOTES 0 v smi-- _ -- ver END PREP TYPES ALLOWED WEIGHT OF WATER/PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREAD, CUTGROOVED, ROLL GROOVED, PLAIN END, POUSHED 2055 0.045 114 SUPER-FLO 0.082 1.638 ROLL GROOVED,POLISHED, PLAIN END (FOR BUTT WELDING) 1.870 0.008 11/4 SUPER-F'LO 02136 1.728 ROLL GROOVED, POUSHED, PLAIN END (FOR BUTT WELDING) 2710 0122 2 SUPER -FUO 0.086 2.203 ROLLOROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.700 0.198 Oh SUPER-FLO 0.088 2703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 6.103 0288 3 SUPER-FLO 0.053 3.314 ROLL GROOVED, PLAIN END (FOR BLITTWELDING) 7.180 0.448 4 SUPER-FLO 0.085 4.310 SII 10.880 0.758 1 10 0.134 6296 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17224 1.144 6 » 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.058 1.845 8 u 0.188 6249 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 40.128 2.778 .4 WALL THICKNESS PER NFPA #13 _r ' - maim - -. - -- -- -- "SC - J Ili- i - 0U I ■I■ tam i I ►1 I I , 1 L_ 1G I I l_ _L I 5 1 1 I 1 1 II FA Ell=IIIIPE- IN DIM EDE I , , I I , ■I 1 _ . _ 11. ..r , ' ■ r' I 1 • BENCH 1. ALL PIPING TO RUN 21' BOD, 13'-0' AFF. 2. TYPICAL HANGER TO BE 20 H, LINO. 3. ACOUSTICAL CEILING TILE @ 10-0' AFF, U.N.O WALL LEGEND FULL HEIGTH RATED WALL WALL UP TO DROPPED CEILING. BUILDING A: 1st FLOOR 0 4 8 SCALE 1/4%.1,0" 1" 90° ELL -\ II`I 1 VARIES Iii 1 " 90° ELL TYP. DROP DETAIL 1 (0-3) NIPPLE NTS fUKWILA FIRE DEPARTME:N1 Please call: 575-4407 and give this job No. 6tS \V?) and exact address for shut down or restoration approval, HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND QUALITY CONTROL BY: DATE: REVISIONS HDI -P DROP- IN ANCHOR W/ 3/8' ATR BYM 1 MANUFACTURER 1 TYPE 1 MODEL 1.0 I VO EXISTING SPRINKLERS RELIABLE SSU FIFR BRZ W 155° 44 NEW SPRINKLERS O RELIABLE SSP-REC F1 FR/F2 CHROME CHROME 155" 24 24 AFF BOB BOO ani BOP SOT CTS FO ISM CfON NAB ABOVE FINISHED FLDtlI BOITDA OF BEAM BOTTOM OF 0604 BOTTOM OF J06T BOTTOM OF RUN BOTTOM OF 1FU80 OUT 10 SUR FETID ORDER 0610E FACE OF WNL WISES FATE OF WNL NO AUTO. BERN LET6 MESS NOTED 00ERN2E 12 BOD CENTERLINE OF PPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWA" BRACE LEITER INDICATES 1'W HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEOBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION APPROVED FOR FABRICATION AREA BY DATE 5 3 /o/r/ CONTRACT WITH SELLEN CONSTRUCTION 228 NINTH AVE. N. P.O. BOX 9970 SEATTLE, WA 98109 PROJECT MANAGER : DAVE RATZKE PHONE : 206-682-7770 FAX : 206-623-5206 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A-705 OR BETTER PIPE SIZE SCHEDULE WALL THIC103ESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER/PIPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREAD, CUTGROOVED, ROLL GROOVED, PLAIN END, POUSHED 2055 0.045 114 SUPER-FLO 0.082 1.638 ROLL GROOVED,POLISHED, PLAIN END (FOR BUTT WELDING) 1.870 0.008 11/4 SUPER-F'LO 02136 1.728 ROLL GROOVED, POUSHED, PLAIN END (FOR BUTT WELDING) 2710 0122 2 SUPER -FUO 0.086 2.203 ROLLOROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.700 0.198 Oh SUPER-FLO 0.088 2703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 6.103 0288 3 SUPER-FLO 0.053 3.314 ROLL GROOVED, PLAIN END (FOR BLITTWELDING) 7.180 0.448 4 SUPER-FLO 0.085 4.310 ROIL GROOVED. PLAIN END (FOR BUTT WELDING) 10.880 0.758 5 10 0.134 6296 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17224 1.144 6 » 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.058 1.845 8 u 0.188 6249 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 40.128 2.778 .4 WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS WILL ADD PENDENT SPRINKLERS INTO THE TI PIPING TO ACCOMMODATE THE NEW CEILING LAYOUT FOR THE GROUP HEALTH 11. ALL HEADS WILL BE SPACED AND PIPE WILL BE SIZED PER NFPA #13-1996 EDITION AND CITY OF TUKWILA. CLARIFICATIONS 1. ALL PIPING FOR THE NEW 11 WILL BE FABRICATED WITH THE SHELL PIPING EXCLUSIONS 1. ALARM WORK AND ELECTRICAL WIRING DESIGN CRITERIA EXISTING FIRST FLOOR CALCULATIONS: OFFICE SPACE: PER N.F.P.A. #13, 1996 EDITION ORDINARY GROUP 1 HAZARD: OCCUPANCY .15 OVER 1500 SQ. FT. NO NEW CALCULATIONS REQUIRED 'hese. •' '' • C;rnis ior4s wood l standards and .... ; the adequacy of designs _. , .... Additions, deietior _ c - :.:;. a >. r.:,<;.::i:, '.+wirngs after this date. will vcid this .ac vp,.:race an: require a resubmittal of revised drawing orsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: (01 By: S b FULE NaOMEMEI 11 APR 1 9 2001, J 5 5 SMITH FIRE SYSTEMS, INC. 54 1108 54th AVE EAST TACOMA, WA 08424 CONTR. REG. NO. SMIHFS1360T Bus: (253) 028-1880 FAX: ( 253) 928 -2350 GROUP HEALTH T.I. BLDG. A 12401EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 DESIGNER DATE SHEET JOB N0. W.DRAKE 4-10-01 1 OF 1 T3-436 POWER STUD + SD1 ROD COUP. CONCRETE ALL THREAD ROD RING HANGER HANGER DETAIL CONCRETE POWERSTUDSD1__— WEDGE EXPANSION ANCHOR FIG.76 STRUCTURE ATTACHMENT X" ALL THREAD RO FIG.77 SWAY RESTRAINT LINE RESTRAINT . LEOSTELLA PLAN VIEW SCALE: 1/8"=1'-0 AREAS OF WORK BUILDING PLAN SCALE: N/A CER111PIU A RRCOMPETENCYSTATE FIRS PROTECTION SPRINKLER errors= Daniel McU en %/king Automate Sprinkler Company LEGEND 7 Without Comments As Noted in Red Per The Attached Letter "hese plans have been reviewed by file Tukwila Fire %evention Bureau for Tonformance . .th current City :randards. ACCO E :? It subject :f :n•ora: and - hissions which dc., ,.., 1+horize violations of adopted ndards and The responsibility for the 'aequacy of de +: " - c totally with the signer. aitions, d e o >...: ; ,,'Jisions to these drawings after ,,is date will vold r -•:t :;eptance and Wil require a esubrnittaLo'; ;.;_ {, : '„ ,.,, ngc fo, subsequent.approval. =incl acceptance suttletr- ID field test and inspection loy The Tukwila Fire Pr".vent1a-r Bureau. Date: BY: cuff,kedaIIA eaFitZpOt tr Co a -addshut- A = ADD NEW SPRINKLER R = RELOCATED SPRINKLER - NEW E= EXISTING SPRINKLER TO REMAIN P= REMOVE EXISTING SPRINKLER AND PLUG OUTLET PROJECT DESCRIPTION ADD / RELOCATE SPRINKLERS TO ACCOMMODATE NEW WALLS AND CEILINGS GENERAL NOTES: 1. DESIGN EXISTING: STANDARD: NFPA 13, 1999 EDITION OCCUPANCY: ORDINARY HAZARD GR 1 CRITERIA: .15 GPM/FT2 OVER 1500 FT2 + 250 GPM HOSE DESIGN TI: STANDARD: NFPA 13, 2016 EDITION OCCUPANCY: ORDINARY HAZARD GR 1 2. CONSTRUCTION: POURED -IN-PLACE REINFORCED CONCRETE 3. PIPE: ALL NEW PIPE SHALL BE 1", BLACK, SCH40 FITTINGS: ANVIL BLACK DUCTILE IRON SADDLES: VICTAULIC STYLE 922 FIRELOCK OUTLET -T ORANGE PAINT FINISH 4. EXISTING PIPING IS SHOWN DASHED - NEW PIPING IS SHOWN SOLID - 5. PENDENT SPRINKLERS IN T -BAR ACT CEILINGS ARE TO BE INSTALLED w/ FLEXIBLE CONNTECTIONS - USE VICFLEX SERIES AH2 FLEXIBLE HOSE, 48" LENGTH PENDENT SPIRNKLERS IN GYP. BD. CEILINGS ARE TO BE INSTALLED w/ ADJUSTABLE DROPS USE MERIT ELIMINATOR MODEL F3.150 6. ALL ARMOVERS WICH CUMULATIVELY EXCEED 12" LATERALLY MUST BE SUPPOTED SEE HANGER DETAIL THIS SHEET Ii' 'LI NAFF-CENTERUNEABOVEFINISH JIJ ) SITE PLAN ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP F FIREYIKIN . PROTECT/ON • VIKING AUTOMATIC SPRINKLER COMPANY -TU 3434 FIRST AVENUE SOUTH CG PORTLAND SEATTLE, WA. 98134 LONGVIEW MEDFORD PHONE: (206)622-4656 FAX: (206)622-9319 MERIDEAN SEATTLE POCATELLO CCBO #: VIKINAS373NT PROJECT: AAD LeoStella J ' $ 12401 East Marginal Way S. Tukwila, WA 98168 F' RE FLOOR BFCO- CENTERLINE BELOW FINISH CEIUNG B CENTERLINE BELOW BOTTOM OF BEAM B oC-CENTERLINE BELOW BOTTOMOFCHANNEL 1 BOD - CENTERLINE BELOW BOTTOM OF DECK BOJ -CENTERLINE BELOW BOTTOM OF JOIST BOP - CENTERLINE BELOW BOTTOM OF PURLIN BTJ-CENTERLINE BELOW TOP OF JOIST COJ - CUT ON JOB GOE -GROOVE ONE END TOE -THREAD ONE END G-G-GROOVExGROOVE T -G -THREAD x GROOVE T -T - THREAD x THREAD N.I.C. - NOT IN CONTRACT POC - POINT OF CONNECTION GROOVE WELDED OUTLET) SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION + SCALE: N/A "= VIKING Microfast QR SSP VK302 155 1 /2" 5.6 E-1 CHROME CHROME 144 RESIDUAL: - l VIKING Microfast QR SSP VK462 155 1/2" 5.6 SEE BELOW BRASS 70 FLOWING: Q USE CLEANROOM SPRINKLER COVER ASSEMBLY 13642 -/CR CHROME DATE: 0 LOCATION: 7'" TENANT IMPROVEMENT PROVIDED BY: 0 FIRE PUMP INFORMATION PUMP TYPE: Q THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. DATE DRAWN: 8/13/20 18 DRAWN BY: Don Koval SHEET NUMBER TOTAL SPRINKLER THIS SHEET: 214 RATED PRESSURE: APPROVING AUTHORITIES P- SCALE: _ 1 /8 = 1-0 PROJECT NUMBER: WSC-8858 G•O•L - -O -LET (GROOVED P.O L - PIPE -0 LET (THREADED WELDED OUTLET) TOTAL SPRINKLERS THIS PROJECT: 214 RATED GPM: City Of TUkWlla