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PP - 12644 INTERURBAN AVE S - GATEWAY CORPORATE CENTER BUILDING #3 - PERMITS AND PLANS
12644 INTERURBAN AVE S ASSOCIATED PERMITS 12-5-018 91-5-315 89-5-210 89-UGW-1008 889210 89-040 5701 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Fire Department Review Control Number 89-040 (513) Gary L. VanDusen, Mayor March 17, 1989 Re: Gateway Corporate Center Building #3 - 12644-12668 Interurban Avenue South, Tukwila, Wa. 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, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1-6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1-6.6) (UFC 10.301) 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 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) No point in a sprinklered building may be more than • City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor 200 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exit doors serving more than 50 occupants must be provided with illuminated exit signs. (UFC 12.114) 3. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1-9.1) (UFC 10.307) All sprinkler systems with more than 100 heads shall be supervised by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. Approved central stations are those listed by Underwriter's Laboratories, Inc. (UFC 10.309) Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 3 Gary L. VanDusen, Mayor and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire -extinguishing systems, smoke -removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimiter of the building. (City Ordinance #729) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CITY OF TUI/ILA Central Permit System •ontrol No Permit No. .5 FINAL APPROVAL FORM APR 2 4 1990 TO: ❑ Building ❑ Planning ❑ Public Works TS Fire Dept. ❑ Police ❑ Parks/ Recreation i Project Name Address / z. d A Type of Permit(s) .f'i e''N-/ This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: O ' Perd5 c�»/47 ) 7 pcUl, aiva, toit aav-- Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 • Norita Deckard From: Sent: To: Cc: Subject: Hi Andy, Wykes, Audrey @ Seattle South <Audrey.Wykes@cbre.com> Wednesday, January 04, 2017 12:23 PM Andy Nevens Norita Deckard; Stratton, Amber @ Seattle South RE: Gateway Corporate Center Bldgs. Please see below for updates on addresses we show as well as buildings that were included in the recent sale to BECU. Amber Stratton (copied) is the new Real Estate Manager on the property and she will also be able to assist you with any questions you may have. Thanks, Audrey Audrey Wykes 1 Assistant Real Estate Manager CBRE 'Asset Services 20415 72nd Ave S, Suite 210 1 Kent, WA 98032 T +1 253 398 9030 1C +1 206 402 2826 audrey.wykes(cbre.com l www.cbre.com Follow CBRE: Facebook l Cdcbre 1 Gooale+ Please consider the environment before printing this email. This message and any attachments may be privileged, confidential or proprietary. If you are not the intended recipient of this email or believe that you have received this correspondence in error, please contact the sender through the information provided above and permanently delete this message. From: Andy Nevens [mailto:Andy.Nevens@TukwilaWA.gov] Sent: Friday, December 30, 2016 9:05 AM To: Wykes, Audrey @ Seattle South <Audrey.Wykes@cbre.com> Cc: Norita Deckard <Norita.Deckard@TukwilaWA.gov> Subject: Gateway Corporate Center Bldgs. Hi Audrey, As discussed yesterday, some buildings have sold at the Gateway Corporate Center in Tukwila. Below is a list of buildings that we have for this site. Please review and confirm that these are the properties included in the recent sale. • • • • Interurban Ave. S 624-12698Siteway Drive. 12674-12698 ✓ 12644-12668 Interurban Ave. S Included in Saler/ ? Included in Sale 11-4 Z`( Included in Sale 12671-12699 Gateway Drive.V Included in Sale 12806-12828 Gateway Drive./ Included in Sale 12761-1278 .Gateway Drive.;/ Included in Sale 12779-12787 ,2l • 12720 Gateway Drive. • 13028 Interurban Ave. S/ *This building (Building 7) was sold to BECU back in 2014 Included in Sale • 13035 Gateway Drive. Included in Sale 1 • 13075 Gateway Drive. Ohis address is not a building that we mar If any are missing, please let me know. Thank -you, Andy Nevens Captain Tukwila Fire Marshal's Office 206-971-8722 Direct 206-575-4407 Office 206-575-4439 Fax The City of Opportunity, the Community of Choice. City of Tukwila Fire Department January 5, 2017 Ms. Amber Stratton CBRE 20415 72 Avenue South Suite #210 Kent, Washington 98032 Re: Gateway Corporate Square Buildings #1, 12830-12886 Interurban Avenue South; Bldg. #2, 12674-12698 Gateway Dr.; Bldg. #3, 12644-12668 Interurban Avenue South; Bldg. #4, 12671-12699 Gateway Dr.; Bldg. #5, 12806-12828 Gateway Dr.; Bldg. #6, 12761-12789 Gateway Dr.; Bldg. #8, 13028 Interurban Avenue South; Bldg #9, 13035 Gateway Dr. Dear Ms. Stratton: Our records indicate that you have purchased the property at the above referenced address. City of Tukwila Ordinance #2437 states that automatic fire alarm systems shall be installed in existing commercial, industrial and multi -family dwellings when sold, if they are not already fully protected by an automatic sprinkler system. (TMC 16.40.100) Multi -family dwellings and lodging houses, fully protected by an automatic sprinkler system, shall install a fire alarm system. When sold, existing commerciaVindustrial buildings equipped with an existing fire alarm system shall upgrade to current fire alarm ordinance requirements. Such system shall have detectors installed in accordance with the Building Code. Common areas and exit corridors shall be protected by detectors, horn strobes and manual pull stations, monitored by a U.L. Central Station. (TMC 16.40.110) All fire alarm systems shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. 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. Please have a fire alarm system installed within 120 days. Tukwila Fire Marshal's Office • 6300 Southcenter Blvd, Suite #209 • Tukwila, Washington 98188 • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal®tukwilawa.gov City of Tukwila Page 2 If you have any questions, regarding this matter, please feel free to contact me at 575-4407. Yours truly, Battalion Chief Don Tomaso Fire Marshal Tukwila Fire Marshal's Office • 6300 Southcenter Blvd, Suite #209 • Tukwila, Washington 98188 • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshagtukwilawa.gov WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 December 7, 1989 PLAN SHEET 1-3 OF 3 SUBJECT Gateway Phase IV bldg #3 12644-12668 Interurban Ave. S. Tukwila, Wa. The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. Wet pipe sprinkler equipment is acceptable subject to provision of a thermostatically controlled heating system capable of maintaining temperatures at not less than 40 degrees F in all spaces containing wet pipe sprinkler equipment. 1. All control valves in private fire service mains should be approved indicating gate valves. Provide an indicating gate valve in the supply main at the property line. 2. Provide earthquake sway bracing at each flexible coupling in horizontal piping at least every 40 ft. and longitudinal braces every 80 ft. along feed and cross mains. Provide complete details of earthquake sway bracing including locations of bracing and calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in article 3-5.3.5.1 and appendix A-3-5.3.5.1 of NFPA 13(1989). 3. Extend sprinkler protection to all areas including exterior eaves, soffits, and canopies, and to filter compartments of heating and air conditioning equipment, intermediate levels of storage racks, and to roof skylights. 4. Provide roof draft curtains spaced not over 100 x 100 ft. on centers. ACCEPTED av rialliMISIMMIS 1111161111181 Sf ATM. WASH. nc r7 10114 FIRE SYSTEMS WEST 1502 PIKE ST. N.W. #4 AUBURN, WA 98001 HYDRAULIC CALCULATIONS FOR GATEWAY PHASE IV BLDG #3 TUKWILA, WA FILE NUMBER: 5094 12-07-1989 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW & PRESSURE (at -®f --riser): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: FIRE SYSTEMS WEST NAME OF DESIGNER: JOHN W. MCNAB III WAREHOUSE .39 gpm/sq. ft. 5600 sq. ft. 100 sq. ft. 61 heads 2389.7 gpm 3289.7 gpm 00-�1 3289.7 gpm @,9‹.g. psi 17/32 inch AUTHORITY HAVING JURISDICTION: TUKWILA FIREDEPT.. WSRB iJ1(VVILA FIRE DEPARTMENT Please ca;l: 575-4407 and give this job CALCULATIONS BY HASS COMPUTER PROGRAM No. >13.,--.2--).0 HRS SYSTEMS, INC. --- -- ATLANTA, GA and e;:=-Lnor seiu don n or a2,:roval. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12-06-1989 JOB TITLE: GATEWAY #3 WATER SUPPLY DATA Page 1 GATE3 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 158 145.0 71.0 4100.0 95.8 3289.7 85.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 3289.7 GPM 900.0 GPM 0.0 GPM 2389.7 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 16.5 28.9 2 18.1 27.3 3 18.1 K= 8.00 24.7 39.7 4 18.1 K= 8.00 24.0 39.2 5 18.1 K= 8.00 23.6 38.8 6 18.1 K= 8.00 23.2 38.6 7 18.1 K= 8.00 23.1 38.4 8 18.1 K= 8.00 23.0 38.4 9 18.1 K= 8.00 23.0 38.4 10 18.1 K= 8.00 23.0 38.4 11 18.1 K= 8.00 23.2 38.5 12 18.1 K= 8.00 23.4 38.7 13 18.1 K= 8.00 23.9 39.1 14 18.1 25.7 15 14.1 28.1 16 16.5 29.0 17 18.1 27.3 18 18.1 K= 8.00 24.7 39.8 19 18.1 K= 8.00 24.1 39.3 20 18.1 K= 8.00 23.6 38.9 21 18.1 K= 8.00 23.3 38.6 22 18.1 K= 8.00 23.1 38.4 23 18.1 K= 8.00 23.0 38.4 24 18.1 K= 8.00 23.0 38.4 25 18.1 K= 8.00 23.1 38.4 26 18.1 K= 8.00 23.2 38.5 27 18.1 K= 8.00 23.4 38.7 28 18.1 K= 8.00 23.9 39.1 29 18.1 25.7 30 14.1 28.1 31 16.5 29.0 32 18.1 - - - - 27.4 33 18.1 K= 8.00 24.8 39.8 34 18.1 K= 8.00 24.2 39.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 NODE ANALYSIS DATA (cont'd) NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 77.1 77.2 77.3 77.4 78 79 80 81 82 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 14.1 16.5 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 14.1 16.5 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 14.1 16.5 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 14.1 16.5 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= .8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 23.7 23.3 23.2 23.1 23.1 23.2 23.3 23.6 24.0 25.9 28.2 29.2 27.6 25.0 24.4 23.9 23.5 23.4 23.3 23.3 23.4 23.5 23.8 24.3 26.1 28.5 29.5 27.9 25.3 24.7 24.2 23.9 23.7 23.7 23.7 23.7 23.9 24.2 24.7 26.6 29.0 30.0 29.1 26.8 26.7 26.6 26.6 26.7 26.8 27.7 29.8 30.6 DISCHARGE (GPM) 38.9 38.7 38.5 38.5 38.5 38.5 38.6 38.8 39.2 40.0 39.5 39.1 38.8 38.7 38.6 38.6 38.7 38.8 39.0 39.4 40.2 39.8 39.4 39.1 39.0 38.9 38.9 39.0 39.1 39.3 39.7 41.4 41.3 41.3 41.3 41.3 41.4 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: GATEWAY #3 NODE ANALYSIS DATA (cont'd) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 83 18.1 - - - - 29.9 84 18.1 - - - - 29.0 85 14.1 - - - - 30.7 86 16.5 - - - - 31.2 87 18.1 - - - - 30.5 88 18.1 - - - - 29.9 89 14.1 - - - - 31.6 90 16.5 - - - - 31.9 91 18.1 - - - - 31.1 92 18.1 - - - - 30.7 93 14.1 - - - - 32.4 94 16.5 - - - - 32.5 95 18.1 - - - - 31.8 96 18.1 - - - - 31.4 97 14.1 - - - - 33.1 98 16.5 - - - - 33.3 99 18.1 - - - - 32.5 100 18.1 - - - 32.2 101 14.1 - - - - 33.9 102 16.5 - - - - 34.0 103 18.1 - - - - 33.3 104 18.1 - - - - 32.8 105 14.1 - - - - 34.5 106 16.5 - - - - 34.8 107 18.1 - - - - 34.0 108 18.1 - - - - 33.5 109 14.1 - - - - 35.2 110 16.5 - - - - 35.6 111 18.1 - - - - 34.8 112 18.1 - - - - 34.0 113 14.1 - - - - 35.7 113.5 16.5 - - - - 35.9 114 16.5 - - - - 35.9 115 18.1 - - - - 35.2 116 18.1 - - - - 34.5 117 14.1 - - - - 36.2 118 16.5 - - - - 35.9 119 18.1 - - - - 35.2 120 18.1 - - - - 35.0 121 14.1 - - - - 36.7 122 16.5 - - - - 35.9 123 18.1 - - - - 35.2 124 18.1 - - - 35.4 125 14.1 - - - - 37.1 126 16.5 - - - - 35.9 127 18.1 - - - - 35.3 128 18.1 - - - - 35.8 129 14.1 - - - - 37.6 130 16.5 - - - - 39.7 131 18.1 - - - - 39.0 132 18.1 - - - - 38.3 133 14.1 - - - - 40.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: GATEWAY #3 NODE ANALYSIS DATA (cont'd) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 134 16.5 - - - - 39.7 135 18.1 - - - - 39.0 136 18.1 - - - - 38.7 137 14.1 - - - - 40.5 137.5 16.5 39.8 138 16.5 39.8 139 18.1 39.2 140 18.1 39.1 141 14.1 40.9 142 16.5 40.8 143 18.1 40.1 144 18.1 39.6 145 14.1 41.3 146 16.5 41.7 147 18.1 41.0 148 18.1 40.0 149 14.1 41.7 150 16.5 42.0 151 18.1 41.3 152 18.1 40.3 153 14.1 42.0 154 16.5 42.3 155 18.1 41.6 156 18.1 40.6 157 14.1 42.3 158 0.0 SOURCE 85.4 2389.7 159 16.5 - - - 42.6 160 18.1 41.9 161 18.1 40.8 162 14.1 42.5 163 16.5 43.0 164 18.1 42.2 165 18.1 41.0 166 14.1 42.7 167 16.5 43.3 168 18.1 42.5 169 18.1 41.1 170 14.1 42.8 171 16.5 43.7 172 18.1 42.9 173 18.1 41.3 174 14.1 42.9 175 16.5 44.1 176 18.1 43.3 177 18.1 41.3 178 14.1 - - - - 43.0 179 16.5 44.5 180 18.1 - - - - 43.7 181 18.1 - - - - 41.4 182 14.1 - - - - 43.0 183 16.5 - - - - 45.0 184 18.1 - - - - 44.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: GATEWAY #3 NODE ANALYSIS DATA (cont'd) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 185 18.1 - - - - 41.4 186 14.1 - - - - 43.0 193 0.5 - - - - 55.2 194 0.0 - - - - 65.1 195 0.0 - - - - 57.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA Page 6 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 240.1 3.068 PL 1.6 PF 0.9 1 16.5 0.0 28.9 0.0 10.4 120 FL 12.0 PE 0.7 2 18.1 0.0 27.3 0.0 0.069 TL 13.6 PV 0.7 Pipe: 2 240.1 2.635 PL 1.8 PF 2.6 2 18.1 0.0 27.3 0.0 14.1 120 FL 16.2 PE 0.0 3 18.1 8.0 24.7 39.7 0.146 TL 18.0 PV 1.3 Pipe: 3 200.3 2.635 PL 6.0 PF 0.6 3 18.1 8.0 24.7 39.7 11.8 120 FL 0.0 PE 0.0 4 18.1 8.0 24.0 39.2 0.104 TL 6.0 PV 0.9 Pipe: 4 161.1 2.635 PL 7.0 PF 0.5 4 18.1 8.0 24.0 39.2 9.5 120 FL 0.0 PE 0.0 5 18.1 8.0 23.6 38.8 0.070 TL 7.0 PV 0.6 Pipe: 5 122.3 2.635 PL 8.0 PF 0.3 5 18.1 8.0 23.6 38.8 7.2 120 FL 0.0 PE 0.0 6 18.1 8.0 23.2 38.6 0.042 TL 8.0 PV 0.3 Pipe: 6 83.7 2.635 PL 8.0 PF 0.2 6 18.1 8.0 23.2 38.6 4.9 120 FL 0.0 PE 0.0 7 18.1 8.0 23.1 38.4 0.021 TL 8.0 PV 0.2 Pipe: 7 45.3 2.635 PL 8.0 PF 0.1 7 18.1 8.0 23.1 38.4 2.7 120 FL 0.0 PE 0.0 8 18.1 8.0 23.0 38.4 0.007 TL 8.0 PV 0.0 Pipe: 8 6.9 2.635 PL 8.0 PF 0.0 8 18.1 8.0 23.0 38.4 0.4 120 FL 0.0 PE 0.0 9 18.1 8.0 23.0 38.4 0.000 TL 8.0 PV 0.0 Pipe: 9 -31.5 2.635 PL 8.0 PF 0.0 9 18.1 8.0 23.0 38.4 1.9 120 FL 0.0 PE 0.0 10 18.1 8.0 23.0 38.4 0.003 TL 8.0 PV 0.0 Pipe: 10 -69.9 2.635 PL 8.0 PF 0.1 10 18.1 8.0 23.0 38.4 4.1 120 FL 0.0 PE 0.0 11 18.1 8.0 23.2 38.5 0.015 TL 8.0 PV 0.1 Pipe: 11 -108.3 2.635 PL 8.0 PF 0.3 11 18.1 8.0 23.2 38.5 6.4 120 FL 0.0 PE 0.0 12 18.1 8.0 23.4 38.7 0.033 TL 8.0 PV 0.3 Pipe: 12 -147.1 2.635 PL 8.0 PF 0.5 12 18.1 8.0 23.4 38.7 8.7 120 FL 0.0 PE 0.0 13 18.1 8.0 23.9 39.1 0.059 TL 8.0 PV 0.5 Pipe: 13 -186.2 2.635 PL 3.8 PF 1.8 13 18.1 8.0 23.9 39.1 11.0 120 FL 16.2 PE 0.0 14 18.1 0.0 25.7 0.0 0.091 TL 20.0 PV 0.8 beRINKLbx SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 7 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -186.2 3.068 PL 2.3 PF 0.6 14 18.1 0.0 25.7 0.0 8.1 120 FL 12.0 PE 1.7 15 14.1 0.0 28.1 0.0 0.043 TL 14.3 PV 0.4 Pipe: 15 240.1 6.356 PL 12.3 PF 0.0 16 16.5 0.0 29.0 0.0 2.4 120 FL 0.0 PE 0.0 1 16.5 0.0 28.9 0.0 0.002 TL 12.3 PV 0.0 Pipe: 16 240.0 3.068 PL 1.6 PF 0.9 16 16.5 0.0 29.0 0.0 10.4 120 FL 12.0 PE 0.7 17 18.1 0.0 27.3 0.0 0.069 TL 13.6 PV 0.7 Pipe: 17 240.0 2.635 PL 1.8 PF 2.6 17 18.1 0.0 27.3 0.0 14.1 120 FL 16.2 PE 0.0 18 18.1 8.0 24.7 39.8 0.145 TL 18.0 PV 1.3 Pipe: 18 200.3 2.635 PL 6.0 PF 0.6 18 18.1 8.0 24.7 39.8 11.8 120 FL 0.0 PE 0.0 19 18.1 8.0 24.1 39.3 0.104 TL 6.0 PV 0.9 Pipe: 19 161.0 2.635 PL 7.0 PF 0.5 19 18.1 8.0 24.1 39.3 9.5 120 FL 0.0 PE 0.0 20 18.1 8.0 23.6 38.9 0.070 TL 7.0 PV 0.6 Pipe: 20 122.2 2.635 PL 8.0 PF 0.3 20 18.1 8.0 23.6 38.9 7.2 120 FL 0.0 PE 0.0 21 18.1 8.0 23.3 38.6 0.042 TL 8.0 PV 0.3 Pipe: 21 83.6 2.635 PL 8.0 PF 0.2 21 18.1 8.0 23.3 38.6 4.9 120 FL 0.0 PE 0.0 22 18.1 8.0 23.1 38.4 0.021 TL 8.0 PV 0.2 Pipe: 22 45.2 2.635 PL 8.0 PF 0.1 22 18.1 8.0 23.1 38.4 2.7 120 FL 0.0 PE 0.0 23 18.1 8.0 23.0 38.4 0.007 TL 8.0 PV 0.0 Pipe: 23 6.8 2.635 PL 8.0 PF 0.0 23 18.1 8.0 23.0 38.4 0.4 120 FL 0.0 PE 0.0 24 18.1 8.0 23.0 38.4 0.000 TL 8.0 PV 0.0 Pipe: 24 -31.6 2.635 PL 8.0 PF 0.0 24 18.1 8.0 23.0 38.4 1.9 120 FL 0.0 PE 0.0 25 18.1 8.0 23.1 38.4 0.003 TL 8.0 PV 0.0 Pipe: 25 -70.1 2.635 PL 8.0 PF 0.1 25 18.1 8.0 23.1 38.4 4.1 120 FL 0.0 PE 0.0 26 18.1 8.0 23.2 38.5 0.015 TL 8.0 PV 0.1 Pipe: 26 -108.6 2.635 PL 8.0 PF 0.3 26 18.1 8.0 23.2 38.5 6.4 120 FL 0.0 PE 0.0 27 18.1 8.0 23.4 38.7 0.034 TL 8.0 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 8 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -147.3 2.635 PL 8.0 PF 0.5 27 18.1 8.0 23.4 38.7 8.7 120 FL 0.0 PE 0.0 28 18.1 8.0 23.9 39.1 0.059 TL 8.0 PV 0.5 Pipe: 28 -186.4 2.635 PL 3.8 PF 1.8 28 18.1 8.0 23.9 39.1 11.0 120 FL 16.2 PE 0.0 29 18.1 0.0 25.7 0.0 0.091 TL 20.0 PV 0.8 Pipe: 29 -186.4 3.068 PL 2.3 PF 0.6 29 18.1 0.0 25.7 0.0 8.1 120 FL 12.0 PE 1.7 30 14.1 0.0 28.1 0.0 0.043 TL 14.3 PV 0.4 Pipe: 30 186.2 5.295 PL 12.3 PF 0.0 30 14.1 0.0 28.1 0.0 2.7 120 FL 0.0 PE 0.0 15 14.1 0.0 28.1 0.0 0.003 TL 12.3 PV 0.0 Pipe: 31 480.1 6.356 PL 12.3 PF 0.1 31 16.5 0.0 29.0 0.0 4.9 120 FL 0.0 PE 0.0 16 16.5 0.0 29.0 0.0 0.007 TL 12.3 PV 0.2 Pipe: 32 239.9 3.068 PL 1.6 PF 0.9 31 16.5 0.0 29.0 0.0 10.4 120 FL 12.0 PE 0.7 32 18.1 0.0 27.4 0.0 0.069 TL 13.6 PV 0.7 Pipe: 33 239.9 2.635 PL 1.8 PF 2.6 32 18.1 0.0 27.4 0.0 14.1 120 FL 16.2 PE 0.0 33 18.1 8.0 24.8 39.8 0.145 TL 18.0 PV 1.3 Pipe: 34 200.1 2.635 PL 6.0 PF 0.6 33 18.1 8.0 24.8 39.8 11.8 120 FL 0.0 PE 0.0 34 18.1 8.0 24.2 39.3 0.104 TL 6.0 PV 0.9 Pipe: 35 160.8 2.635 PL 7.0 PF 0.5 34 18.1 8.0 24.2 39.3 9.5 120 FL 0.0 PE 0.0 35 18.1 8.0 23.7 38.9 0.069 TL 7.0 PV 0.6 Pipe: 36 121.8 2.635 PL 8.0 PF 0.3 35 18.1 8.0 23.7 38.9 7.2 120 FL 0.0 PE 0.0 36 18.1 8.0 23.3 38.7 0.041 TL 8.0 PV 0.3 Pipe: 37 83.2 2.635 PL 8.0 PF 0.2 36 18.1 8.0 23.3 38.7 4.9 120 FL 0.0 PE 0.0 37 18.1 8.0 23.2 38.5 0.020 TL 8.0 PV 0.2 Pipe: 38 44.7 2.635 PL 8.0 PF 0.1 37 18.1 8.0 23.2 38.5 2.6 120 FL 0.0 PE 0.0 38 18.1 8.0 23.1 38.5 0.006 TL 8.0 PV 0.0 Pipe: 39 6.2 2.635 PL 8.0 PF 0.0 38 18.1 8.0 23.1 38.5 0.4 120 FL 0.0 PE 0.0 39 18.1 8.0 23.1 38.5 0.000 TL 8.0 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 -32.3 2.635 PL 8.0 PF 0.0 39 18.1 8.0 23.1 38.5 1.9 120 FL 0.0 PE 0.0 40 18.1 8.0 23.2 38.5 0.004 TL 8.0 PV 0.0 Pipe: 41 -70.8 2.635 PL 8.0 PF 0.1 40 18.1 8.0 23.2 38.5 4.2 120 FL 0.0 PE 0.0 41 18.1 8.0 23.3 38.6 0.015 TL 8.0 PV 0.1 Pipe: 42 -109.4 2.635 PL 8.0 PF 0.3 41 18.1 8.0 23.3 38.6 6.4 120 FL 0.0 PE 0.0 42 18.1 8.0 23.6 38.8 0.034 TL 8.0 PV 0.3 Pipe: 43 -148.2 2.635 PL 8.0 PF 0.5 42 18.1 8.0 23.6 38.8 8.7 120 FL 0.0 PE 0.0 43 18.1 8.0 24.0 39.2 0.060 TL 8.0 PV 0.5 Pipe: 44 -187.4 2.635 PL 3.8 PF 1.8 43 18.1 8.0 24.0 39.2 11.0 120 FL 16.2 PE 0.0 44 18.1 0.0 25.9 0.0 0.092 TL 20.0 PV 0.8 Pipe: 45 -187.4 3.068 PL 2.3 PF 0.6 44 18.1 0.0 25.9 0.0 8.1 120 FL 12.0 PE 1.7 45 14.1 0.0 28.2 0.0 0.044 TL 14.3 PV 0.4 Pipe: 46 372.6 5.295 PL 12.3 PF 0.1 45 14.1 0.0 28.2 0.0 5.4 120 FL 0.0 PE 0.0 30 14.1 0.0 28.1 0.0 0.011 TL 12.3 PV 0.2 Pipe: 47 720.0 6.356 PL 12.3 PF 0.2 46 16.5 0.0 29.2 0.0 7.3 120 FL 0.0 PE 0.0 31 16.5 0.0 29.0 0.0 0.015 TL 12.3 PV 0.4 Pipe: 48 239.7 3.068 PL 1.6 PF 0.9 46 16.5 0.0 29.2 0.0 10.4 120 FL 12.0 PE 0.7 47 18.1 0.0 27.6 0.0 0.069 TL 13.6 PV 0.7 Pipe: 49 239.7 2.635 PL 1.8 PF 2.6 47 18.1 0.0 27.6 0.0 14.1 120 FL 16.2 PE 0.0 48 18.1 8.0 25.0 40.0 0.145 TL 18.0 PV 1.3 Pipe: 50 199.7 2.635 PL 6.0 PF 0.6 48 18.1 8.0 25.0 40.0 11.8 120 FL 0.0 PE 0.0 49 18.1 8.0 24.4 39.5 0.104 TL 6.0 PV 0.9 Pipe: 51 160.2 2.635 PL 7.0 PF 0.5 49 18.1 8.0 24.4 39.5 9.4 120 FL 0.0 PE 0.0 50 18.1 8.0 23.9 39.1 0.069 TL 7.0 PV 0.6 Pipe: 52 121.1 2.635 PL 8.0 PF 0.3 50 18.1 8.0 23.9 39.1 7.1 120 FL 0.0 PE 0.0 51 18.1 8.0 23.5 38.8 0.041 TL 8.0 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 10 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 53 82.3 2.635 PL 8.0 PF 0.2 51 18.1 8.0 23.5 38.8 4.8 120 FL 0.0 PE 0.0 52 18.1 8.0 23.4 38.7 0.020 TL 8.0 PV 0.2 Pipe: 54 43.6 2.635 PL 8.0 PF O.0 52 18.1 8.0 23.4 38.7 2.6 120 FL 0.0 PE 0.0 53 18.1 8.0 23.3 38.6 0.006 TL 8.0 PV 0.0 Pipe: 55 5.0 2.635 PL 8.0 PF 0.0 53 18.1 8.0 23.3 38.6 0.3 120 FL 0.0 PE 0.0 54 18.1 8.0 23.3 38.6 0.000 TL 8.0 PV 0.0 Pipe: 56 -33.7 2.635 PL 8.0 PF 0.0 54 18.1 8.0 23.3 38.6 2.0 120 FL 0.0 PE 0.0 55 18.1 8.0 23.4 38.7 0.004 TL 8.0 PV 0.0 Pipe: 57 -72.3 2.635 PL 8.0 PF 0.1 55 18.1 8.0 23.4 38.7 4.3 120 FL 0.0 PE 0.0 56 18.1 8.0 23.5 38.8 0.016 TL 8.0 PV 0.1 Pipe: 58 -111.1 2.635 PL 8.0 PF 0.3 56 18.1 8.0 23.5 38.8 6.5 120 FL 0.0 PE 0.0 57 18.1 8.0 23.8 39.0 0.035 TL 8.0 PV 0.3 Pipe: 59 -150.1 2.635 PL 8.0 PF 0.5 57 18.1 8.0 23.8 39.0 8.8 120 FL 0.0 PE 0.0 58 18.1 8.0 24.3 39.4 0.061 TL 8.0 PV 0.5 Pipe: 60 -189.5 2.635 PL 3.8 PF 1.9 58 18.1 8.0 24.3 39.4 11.2 120 FL 16.2 PE 0.0 59 18.1 0.0 26.1 0.0 0.094 TL 20.0 PV 0.8 Pipe: 61 -189.5, 3.068 PL 2.3 PF 0.6 59 18.1 0.0 26.1 0.0 8.2 120 FL 12.0 PE 1.7 60 14.1 0.0 28.5 0.0 0.045 TL 14.3 PV 0.5 Pipe: 62 560.0 5.295 PL 12.3 PF 0.3 60 14.1 0.0 28.5 0.0 8.2 120 FL 0.0 PE 0.0 45 14.1 0.0 28.2 0.0 0.023 TL 12.3 PV 0.4 Pipe: 63 959.7 6.356 PL 12.3 PF 0.3 61 16.5 0.0 29.5 0.0 9.7 120 FL 0.0 PE 0.0 46 16.5 0.0 29.2 0.0 0.026 TL 12.3 PV 0.6 Pipe: 64 239.3 3.068 PL 1.6 PF 0.9 61 16.5 0.0 29.5 0.0 10.4 120 FL 12.0 PE 0.7 62 18.1 0.0 27.9 0.0 0.069 TL 13.6 PV 0.7 Pipe: 65 239.3 2.635 PL 1.8 PF 2.6 62 18.1 0.0 27.9 0.0 14.1 120 FL 16.2 PE 0.0 63 18.1 8.0 25.3 40.2 0.145 TL 18.0 PV 1.3 arntnAtintc 5Y.7'1"L',1r1 11XJJKAULIU ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 11 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 66 199.0 2.635 PL 6.0 PF 0.6 63 18.1 8.0 25.3 40.2 11.7 120 FL 0.0 PE 0.0 64 18.1 8.0 24.7 39.8 0.103 TL 6.0 PV 0.9 Pipe: 67 159.3 2.635 PL 7.0 PF 0.5 64 18.1 8.0 24.7 39.8 9.4 120 FL 0.0 PE 0.0 65 18.1 8.0 24.2 39.4 0.068 TL 7.0 PV 0.6 Pipe: 68 119.9 2.635 PL 8.0 PF 0.3 65 18.1 8.0 24.2 39.4 7.1 120 FL 0.0 PE 0.0 66 18.1 8.0 23.9 39.1 0.040 TL 8.0 PV 0.3 Pipe: 69 80.8 2.635 PL 8.0 PF 0.2 66 18.1 8.0 23.9 39.1 4.8 120 FL 0.0 PE 0.0 67 18.1 8.0 23.7 39,0 0.019 TL 8.0 PV 0.2 Pipe: 70 41.8 2.635 PL 8.0 PF 0.0 67 18.1 8.0 23.7 39.0 2.5 120 FL 0.0 PE 0.0 68 18.1 8.0 23.7 38.9 0.006 TL 8.0 PV 0.0 Pipe: 71 2.9 2.635 PL 8.0 PF 0.0 68 18.1 8.0 23.7 38.9 0.2 120 FL 0.0 PE 0.0 69 18.1 8.0 23.7 38.9 0.000 TL 8.0 PV 0.0 Pipe: 72 -36.0 2.635 PL 8.0 PF 0.0 69 18.1 8.0 23.7 38.9 2.1 120 FL 0.0 PE 0.0 70 18.1 8.0 23.7 39.0 0.004 TL 8.0 PV 0.0 Pipe: 73 -75.0 2.635 PL 8.0 PF 0.1 70 18.1 8.0 23.7 39.0 4.4 120 FL 0.0 PE 0.0 71 18.1 8.0 23.9 39.1 0.017 TL 8.0 PV 0.1 Pipe: 74 -114.1 2.635 PL 8.0 PF 0.3 71 18.1 8.0 23.9 39.1 6.7 120 FL 0.0 PE 0.0 72 18.1 8.0 24.2 39.3 0.037 TL 8.0 PV 0.3 Pipe: 75 -153.4 2.635 PL 8.0 PF 0.5 72 18.1 8.0 24.2 39.3 9.0 120 FL 0.0 PE 0.0 73 18.1 8.0 24.7 39.7 0.064 TL 8.0 PV 0.5 Pipe: 76 -193.2 2.635 PL 3.8 PF 1.9 73 18.1 8.0 24.7 39.7 11.4 120 FL 16.2 PE 0.0 74 18.1 0.0 26.6 0.0 0.097 TL 20.0 PV 0.9 Pipe: 77 -193.2 3.068 PL 2.3 PF 0.7 74 18.1 0.0 26.6 0.0 8.4 120 FL 12.0 PE 1.7 75 14.1 0.0 29.0 0.0 0.046 TL 14.3 PV 0.5 Pipe: 78 749.6 5.295 PL 12.3 PF 0.5 75 14.1 0.0 29.0 0.0 10.9 120 FL 0.0 PE 0.0 60 14.1 0.0 28.5 0.0 0.040 TL 12.3 PV 0.8 aa�✓a�aa vas .�� •'SIYLiLY V11. JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) raye 16 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (R) (PSI) (GPM) F.L./FT (PSI) Pipe: 79 1199.0 6.356 PL 12.3 PF 0.5 76 16.5 0.0 30.0 0.0 12.1 120 FL 0.0 PE 0.0 61 16.5 0.0 29.5 0.0 0.039 TL 12.3 PV 1.0 Pipe: 80 121.4 3.068 PL 1.6 PF 0.3 76 16.5 0.0 30.0 0.0 5.3 120 FL 12.0 PE 0.7 77 18.1 0.0 29.1 0.0 0.020 TL 13.6 PV 0.2 Pipe: 81 121.4 2.635 PL 38.8 PF 2.3 77 18.1 0.0 29.1 0.0 7.1 120 FL 16.2 PE 0.0 77.1 18.1 8.0 26.8 41.4 0.041 TL 55.0 PV 0.3 Pipe: 81.1 79.9 2.635 PL 8.0 PF 0.2 77.1 18.1 8.0 26.8 41.4 4.7 120 FL 0.0 PE 0.0 77.2 18.1 8.0 26.7 41.3 0.019 TL 8.0 PV 0.1 Pipe: 81.2 38.6 2.635 PL 8.0 PF 0.0 77.2 18.1 8.0 26.7 41.3 2.3 120 FL 0.0 PE 0.0 77.3 18.1 8.0 26.6 41.3 0.005 TL 8.0 PV 0.0 Pipe: 81.3 -2.6 2.635 PL 8.0 PF 0.0 77.3 18.1 8.0 26.6 41.3 0.2 120 FL 0.0 PE 0.0 77.4 18.1 8.0 26.6 41.3 0.000 TL 8.0 PV 0.0 Pipe: 81.4 -43.9 2.635 PL 8.0 PF 0.1 77.4 18.1 8.0 26.6 41.3 2.6 120 FL 0.0 PE 0.0 78 18.1 8.0 26.7 41.3 0.006 TL 8.0 PV 0.0 Pipe: 82 -85.2 2.635 PL 8.0 PF 0.2 78 18.1 8.0 26.7 41.3 5.0 120 FL 0.0 PE 0.0 79 18.1 8.0 26.8 41.4 0.021 TL 8.0 PV 0.2 Pipe: 83 -126.6 2.635 PL 3.8 PF 0.9 79 18.1 8.0 26.8 41.4 7.5 120 FL 16.2 PE 0.0 80 18.1 0.0 27.7 0.0 0.045 TL 20.0 PV 0.4 Pipe: 84 -126.6 3.068 PL 2.3 PF 0.3 80 18.1 0.0 27.7 0.0 5.5 120 FL 12.0 PE 1.7 81 14.1 0.0 29.8 0.0 0.021 TL 14.3 PV 0.2 Pipe: 85 942.7 5.295 PL 12.3 PF 0.8 81 14.1 0.0 29.8 0.0 13.7 120 FL 0.0 PE 0.0 75 14.1 0.0 29.0 0.0 0.061 TL 12.3 PV 1.3 Pipe: 86 1320.4 6.356 PL 12.3 PF 0.6 82 16.5 0.0 30.6 0.0 13.4 120 FL 0.0 PE 0.0 76 16.5 0.0 30.0 0.0 0.047 TL 12.3 PV 1.2 Pipe: 87 47.6 3.068 PL 1.6 PF 0.0 82 16.5 0.0 30.6 0.0 2.1 120 FL 12.0 PE 0.7 83 18.1 0.0 29.9 0.0 0.003 TL 13.6 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 88 47.6 2.635 PL 82.5 83 18.1 0.0 29.9 0.0 2.8 120 FL 32.4 84 18.1 0.0 29.0 0.0 0.007 TL 114.9 Pipe: 89 84 18.1 85 14.1 Pipe: 90 85 14.1 81 14.1 Pipe: 91 86 16.5 82 16.5 Pipe: 92 86 16.5 87 18.1 47.6 0.0 29.0 0.0 2.1 0.0 30.7 0.0 1069.3 0.0 30.7 0.0 15.6 0.0 29.8 0.0 1368.0 0.0 31.2 0.0 13.8 0.0 30.6 0.0 3.068 P 120 F 0.003 T 5.295 P 120 F 0.077 T 6.356 P 120 F 0.050 T 40.0 3.068 0.0 31.2 0.0 1.7 120 0.0 30.5 0.0 0.003 Pipe: 93 40.0 2.635 87 18.1 0.0 30.5 0.0 2.4 120 88 18.1 0.0 29.9 0.0 0.005 Pipe: 94 88 18.1 0.0 89 14.1 0.0 Pipe: 95 89 14.1 85 14.1 40.0 3 29.9 0.0 1.7 31.6 0.0 0 1021.7 5 0.0 31.6 0.0 14.9 0.0 30.7 0.0 0 Pipe: 96 90 16.5 0.0 86 16.5 0.0 Pipe: 97 90 16.5 0.0 91 18.1 0.0 Pipe: 98 91 18.1 92 18.1 1408.0 6 31.9 0.0 14.2 31.2 0.0 0 Page 13 PRESS. SUM. (PSI) PF PE PV L 2.3 PF L 12.0 PE L 14.3 PV L 12.3 PF L 0.0 PE L 12.3 PV L 12.3 PF L 0.0 PE L 12.3 PV PL 1.6 FL 12.0 TL 13.6 PL 82.5 FL 32.4 TL 114.9 .068 P 120 F .003 T .295 P 120 F .071 T .356 P 120 F .053 T 34.5 3.068 P 31.9 0.0 1.5 120 F 31.1 0.0 0.002 T 34.5 2.635 P 0.0 31.1 0.0 2.0 120 F 0.0 30.7 0.0 0.004 T Pipe: 99 92 18.1 0.0 93 14.1 0.0 Pipe: 100 93 14.1 89 14.1 34.5 3 30.7 0.0 1.5 32.4 0.0 0 981.7 5 0.0 32.4 0.0 14.3 0.0 31.6 0.0 0 PF PE PV PF PE PV L 2.3 PF L 12.0 PE L 14.3 PV L 12.3 PF L 0.0 PE L 12.3 PV L 12.3 PF L 0.0 PE L 12.3 PV L 1.6 PF L 12.0 PE L 13.6 PV L 82.5 PF L 32.4 PE L 114.9 PV .068 PL 120 F .002 TL 2.3 PF L 12.0 PE 14.3 PV .295 PL 120 FL .066 TL 12.3 PF 0.0 PE 12.3 PV 0.8 0.0 0.1 0.0 1.7 0.0 0.9 0.0 1.6 0.6 0.0 1.3 0.0 0.7 0.0 0.6 0.0 0.0 0.0 1.7 0.0 0.9 0.0 1.5 0.6 0.0 1.4 0.0 0.7 0.0 0.5 0.0 0.0 0.0 1.7 0.0 0.8 0.0 1.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 101 1442.5 6.356 PL 12.3 PF 0.7 94 16.5 0.0 32.5 0.0 14.6 120 FL 0.0 PE 0.0 90 16.5 0.0 31.9 0.0 0.055 TL 12.3 PV 1.4 Pipe: 102 31.5 3.068 PL 1.6 PF 0.0 94 16.5 0.0 32.5 0.0 1.4 120 FL 12.0 PE 0.7 95 18.1 0.0 31.8 0.0 0.002 TL 13.6 PV 0.0 Pipe: 103 31.5 2.635 PL 82.5 PF 0.4 95 18.1 0.0 31.8 0.0 1.9 120 FL 32.4 PE 0.0 96 18.1 0.0 31.4 0.0 0.003 TL 114.9 PV 0.0 Pipe: 104 31.5 3.068 PL 2.3 PF 0.0 96 18.1 0.0 31.4 0.0 1.4 120 FL 12.0 PE 1.7 97 14.1 0.0 33.1 0.0 0.002 TL 14.3 PV 0.0 Pipe: 105 947.2 5.295 PL 12.3 PF 0.8 97 14.1 0.0 33.1 0.0 13.8 120 FL 0.0 PE 0.0 93 14.1 0.0 32.4 0.0 0.062 TL 12.3 PV 1.3 Pipe: 106 1474.0 6.356 PL 12.3 PF 0.7 98 16.5 0.0 33.3 0.0 14.9 120 FL 0.0 PE 0.0 94 16.5 0.0 32.5 0.0 0.057 TL 12.3 PV 1.5 Pipe: 107 31.3 3.068 PL 1.6 PF 0.0 98 16.5 0.0 33.3 0.0 1.4 120 FL 12.0 PE 0.7 99 18.1 0.0 32.5 0.0 0.002 TL 13.6 PV 0.0 Pipe: 108 31.3 2.635 PL 82.5 PF 0.4 99 18.1 0.0 32.5 0.0 1.8 120 FL 32.4 PE 0.0 100 18.1 0.0 32.2 0.0 0.003 TL 114.9 PV 0.0 Pipe: 109 31.3 3.068 PL 2.3 PF 0.0 100 18.1 0.0 32.2 0.0 1.4 120 FL 12.0 PE 1.7 101 14.1 0.0 33.9 0.0 0.002 TL 14.3 PV 0.0 Pipe: 110 915.7 5.295 PL 12.3 PF 0.7 101 14.1 0.0 33.9 0.0 13.3 120 FL 0.0 PE 0.0 97 14.1 0.0 33.1 0.0 0.058 TL 12.3 PV 1.2 Pipe: 111 1505.3 6.356 PL 12.3 PF 0.7 102 16.5 0.0 34.0 0.0 15.2 120 FL 0.0 PE 0.0 98 16.5 0.0 33.3 0.0 0.060 TL 12.3 PV 1.6 Pipe: 112 33.8 3.068 PL 1.6 PF 0.0 102 16.5 0.0 34.0 0.0 1.5 120 FL 12.0 PE 0.7 103 18.1 0.0 33.3 0.0 0.002 TL 13.6 PV 0.0 Pipe: 113 33.8 2.635 PL 82.5 PF 0.4 103 18.1 0.0 33.3 0.0 2.0 120 FL 32.4 PE 0.0 104 18.1 0.0 32.8 0.0 0.004 TL 114.9 PV 0.0 orn_LJAA J JZC JZJlr.17 nXLJ1AULlL ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 15 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (R) (PSI) (GPM) F.L./FT (PSI) Pipe: 114 33.8 3.068 PL 2.3 PF 0.0 104 18.1 0.0 32.8 0.0 1.5 120 FL 12.0 PE 1.7 105 14.1 0.0 34.5 0.0 0.002 TL 14.3 PV 0.0 Pipe: 115 884.4 5.295 PL 12.3 PF 0.7 105 14.1 0.0 34.5 0.0 12.9 120 FL 0.0 PE 0.0 101 14.1 0.0 33.9 0.0 0.054 TL 12.3 PV 1.1 Pipe: 116 1539.1 6.356 PL 12.3 PF 0.8 106 16.5 0.0 34.8 0.0 15.6 120 FL 0.0 PE 0.0 102 16.5 0.0 34.0 0.0 0.062 TL 12.3 PV 1.6 Pipe: 117 38.8 3.068 PL 1.6 PF 0.0 106 16.5 0.0 34.8 0.0 1.7 120 FL 12.0 PE 0.7 107 18.1 0.0 34.0 0.0 0.002 TL 13.6 PV 0.0 Pipe: 118 38.8 2.635 PL 82.5 PF 0.6 107 18.1 0.0 34.0 0,0 2.3 120 FL 32.4 PE 0.0 108 18.1 0.0 33.5 0.0 0.005 TL 114.9 PV 0.0 Pipe: 119 38.8 3.068 PL 2.3 PF 0.0 108 18.1 0.0 33.5 0.0 1.7 120 FL 12.0 PE 1.7 109 14.1 0.0 35.2 0.0 0.002 TL 14.3 PV 0.0 Pipe: 120 850.6 5.295 PL 12.3 PF 0.6 109 14.1 0.0 35.2 0.0 12.4 120 FL 0.0 PE 0.0 105 14.1 0.0 34.5 0.0 0.051 TL 12.3 PV 1.0 Pipe: 121 1577.8 6.356 PL 12.3 PF 0.8 110 16.5 0.0 35.6 0.0 16.0 120 FL 0.0 PE 0.0 106 16.5 0.0 34.8 0.0 0.065 TL 12.3 PV 1.7 Pipe: 122 45.8 3.068 PL 1.6 PF 0.0 110 16.5 0.0 35.6 0.0 2.0 120 FL 12.0 PE 0.7 111 18.1 0.0 34.8 0.0 0.003 TL 13.6 PV 0.0 Pipe: 123 45.8 2.635 PL 82.5 PF 0.8 111 18.1 0.0 34.8 0.0 2.7 120 FL 32.4 PE 0.0 112 18.1 0.0 34.0 0.0 0.007 TL 114.9 PV 0.0 Pipe: 124 45.8 3.068 PL 2.3 PF 0.0 112 18.1 0.0 34.0 0.0 2.0 120 FL 12.0 PE 1.7 113 14.1 0.0 35.7 0.0 0.003 TL 14.3 PV 0.0 Pipe: 125 811.9 5.295 PL 12.3 PF 0.6 113 14.1 0.0 35.7 0.0 11.8 120 FL 0.0 PE 0.0 109 14.1 0.0 35.2 0.0 0.046 TL 12.3 PV 0.9 Pipe: 126 1623.6 6.356 PL 5.1 PF 0.3 113.5 16.5 0.0 35.9 0.0 16.4 120 FL 0.0 PE 0.0 110 16.5 0.0 35.6 0.0 0.069 TL 5.1 PV 1.8 orniNxLLK SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 16 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 126.1 -8.2 4.260 PL 37.5 PF 0.0 114 16.5 0.0 35.9 0.0 0.2 120 FL 48.8 PE 0.0 113.5 16.5 0.0 35.9 0.0 0.000 TL 86.3 PV 0.0 Pipe: 127 47.7 3.068 PL 1.6 PF 0.0 114 16.5 0.0 35.9 0.0 2.1 120 FL 12.0 PE 0.7 115 18.1 0.0 35.2 0.0 0.003 TL 13.6 PV 0.0 Pipe: 128 47.7 2.635 PL 50.6 PF 0.6 115 18.1 0.0 35.2 0.0 2.8 120 FL 32.4 PE 0.0 116 18.1 0.0 34.5 0.0 0.007 TL 83.0 PV 0.1 Pipe: 129 47.7 3.068 PL 2.3 PF 0.0 116 18.1 0.0 34.5 0.0 2.1 120 FL 12.0 PE 1.7 117 14.1 0.0 36.2 0.0 0.003 TL 14.3 PV 0.0 Pipe: 130 766.1 5.295 PL 12.3 PF 0.5 117 14.1 0.0 36.2 0.0 11.2 120 FL 0.0 PE 0.0 113 14.1 0.0 35.7 0.0 0.042 TL 12.3 PV 0.8 Pipe: 131 39.6 4.260 PL 12.9 PF 0.0 118 16.5 0.0 35.9 0.0 0.9 120 FL 0.0 PE 0.0 114 16.5 0.0 35.9 0.0 0.000 TL 12.9 PV 0.0 Pipe: 132 28.4 3.068 PL 1.6 PF 0.0 118 16.5 0.0 35.9 0.0 1.2 120 FL 12.0 PE 0.7 119 18.1 0.0 35.2 0.0 0.001 TL 13.6 PV 0.0 Pipe: 133 28.4 2.635 PL 46.5 PF 0.2 119 18.1 0.0 35.2 0.0 1.7 120 FL 32.4 PE 0.0 120 18.1 0.0 35.0 0.0 0.003 TL 78.9 PV 0.0 Pipe: 134 28.4 3.068 PL 2.3 PF 0.0 120 18.1 0.0 35.0 0.0 1.2 120 FL 12.0 PE 1.7 121 14.1 0.0 36.7 0.0 0.001 TL 14.3 PV 0.0 Pipe: 135 718.3 5.295 PL 12.3 PF 0.5 121 14.1 0.0 36.7 0.0 10.5 120 FL 0.0 PE 0.0 117 14.1 0.0 36.2 0.0 0.037 TL 12.3 PV 0.7 Pipe: 136 67.9 4.260 PL 12.4 PF 0.0 122 16.5 0.0 35.9 0.0 1.5 120 FL 0.0 PE 0.0 118 16.5 0.0 35.9 0.0 0.001 TL 12.4 PV 0.0 Pipe: 137 -21.5 3.068 PL 1.6 PF 0.0 122 16.5 0.0 35.9 0.0 0.9 120 FL 12.0 PE 0.7 123 18.1 0.0 35.2 0.0 0.001 TL 13.6 PV 0.0 Pipe: 138 -21.5 2.635 PL 42.3 PF 0.1 123 18.1 0.0 35.2 0.0 1.3 120 FL 32.4 PE 0.0 124 18.1 0.0 35.4 0.0 0.002 TL 74.7 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 17 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 139 -21.5 3.068 PL 2.3 PF 0.0 124 18.1 0.0 35.4 0.0 0.9 120 FL 12.0 PE 1.7 125 14.1 0.0 37.1 0.0 0.001 TL 14.3 PV 0.0 Pipe: 140 690.0 5.295 PL 12.3 PF 0.4 125 14.1 0.0 37.1 0.0 10.1 120 FL 0.0 PE 0.0 121 14.1 0.0 36.7 0.0 0.034 TL 12.3 PV 0.7 Pipe: 141 46.5 4.260 PL 13.0 PF 0.0 126 16.5 0.0 35.9 0.0 1.0 120 FL 0.0 PE 0.0 122 16.5 0.0 35.9 0.0 0.001 TL 13.0 PV 0.0 Pipe: 142 -46.5 3.068 PL 1.6 PF 0.0 126 16.5 0.0 35.9 0.0 2.0 120 FL 12.0 PE 0.7 127 18.1 0.0 35.3 0.0 0.003 TL 13.6 PV 0.0 Pipe: 143 -46.5 2.635 PL 38.1 PF 0.5 127 18.1 0.0 35.3 0.0 2.7 120 FL 32.4 PE 0.0 128 18.1 0.0 35.8 0.0 0.007 TL 70.5 PV 0.1 Pipe: 144 -46.5 3.068 PL 2.3 PF 0.0 128 18.1 0.0 35.8 0.0 2.0 120 FL 12.0 PE 1.7 129 14.1 0.0 37.6 0.0 0.003 TL 14.3 PV 0.0 Pipe: 145 711.4 5.295 PL 12.3 PF 0.4 129 14.1 0.0 37.6 0.0 10.4 120 FL 0.0 PE 0.0 125 14.1 0.0 37.1 0.0 0.036 TL 12.3 PV 0.7 Pipe: 147 43.4 3.068 PL 1.6 PF 0.0 130 16.5 0.0 39.7 0.0 1.9 120 FL 12.0 PE 0.7 131 18.1 0.0 39.0 0.0 0.003 TL 13.6 PV 0.0 Pipe: 148 43.4 2.635 PL 72.0 PF 0.6 131 18.1 0.0 39.0 0.0 2.6 120 FL 32.4 PE 0.0 132 18.1 0.0 38.3 0.0 0.006 TL 104.4 PV 0.0 Pipe: 149 43.4 3.068 PL 2.3 PF 0.0 132 18.1 0.0 38.3 0.0 1.9 120 FL 12.0 PE 1.7 133 14.1 0.0 40.0 0.0 0.003 TL 14.3 PV 0.0 Pipe: 150 757.9 5.295 PL 49.5 PF 2.5 133 14.1 0.0 40.0 0.0 11.0 120 FL 10.6 PE 0.0 129 14.1 0.0 37.6 0.0 0.041 TL 60.1 PV 0.8 Pipe: 151 43.4 4.260 PL 12.3 PF 0.0 134 16.5 0.0 39.7 0.0 1.0 120 FL 0.0 PE 0.0 130 16.5 0.0 39.7 0.0 0.001 TL 12.3 PV 0.0 Pipe: 152 28.8 3.068 PL 1.6 PF 0.0 134 16.5 0.0 39.7 0.0 1.3 120 FL 12.0 PE 0.7 135 18.1 0.0 39.0 0.0 0.001 TL 13.6 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) PIPE TAG END ELEV. NODES (FT) Pipe: 135 136 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 153 28.8 2.635 PL 51.3 18.1 0.0 39.0 0.0 1.7 120 FL 32.4 18.1 0.0 38.7 0.0 0.003 TL 83.7 Pipe: 154 136 18.1 137 14.1 137 133 138 137.5 Pipe: 155 14.1 14.1 Pipe: 156 16.5 16.5 Page 18 PRESS. SUM. (PSI) PF PE PV 28.8 3.068 PL 2.3 PF 0.0 38.7 0.0 1.3 120 FL 12.0 PE 0.0 40.5 0.0 0.001 TL 14.3 PV 714.5 5.295 PL 12.3 PF 0.0 40.5 0.0 10.4 120 FL 0.0 PE 0.0 40.0 0.0 0.037 TL 12.3 PV 901.5 6.356 0.0 39.8 0.0 9.1 120 0.0 39.8 0.0 0.023 Pipe: 156.1 137.5 16.5 0.0 134 16.5 0.0 Pipe: 156.2 137.5 16.5 0.0 113.5 16.5 0.0 Pipe: 156.3 138 16.5 0.0 137.5 16.5 0.0 Pipe: 138 139 Pipe: 139 140 72.2 4.260 39.8 0.0 1.6 120 39.7 0.0 0.002 PL FL TL PL FL TL 2.5 PF 0.0 PE 2.5 PV 19.3 39.8 59.1 PF PE PV 1631.8 6.356 PL 5.8 PF 39.8 0.0 16.5 120 FL 50.3 PE 35.9 0.0 0.069 TL 56.1 PV 802.5 6.356 PL 39.8 0.0 8.1 120 FL 39.8 0.0 0.019 TL 3.1 PF 0.0 PE 3.1 PV 157 4.2 3.068 PL 1.6 PF 16.5 0.0 39.8 0.0 0.2 120 FL 12.0 PE 18.1 0.0 39.2 0.0 0.000 TL 13.6 PV 158 4.2 2.635 PL 82.5 PF 18.1 0.0 39.2 0.0 0.2 120 FL 32.4 PE 18.1 0.0 39.1 0.0 0.000 TL 114.9 PV Pipe: 159 140 18.1 141 14.1 141 137 142 138 Pipe: 160 14.1 14.1 Pipe: 161 16.5 16.5 Pipe: 162 142 16.5 143 18.1 4.2 3.068 0.0 39.1 0.0 0.2 120 0.0 40.9 0.0 0.000 685.7 5.295 0.0 40.9 0.0 10.0 120 0.0 40.5 0.0 0.034 PL FL TL PL FL TL 2.3 12.0 14.3 12.3 0.0 12.3 PF PE PV PF PE PV 1708.2 6.356 PL 12.3 PF 0.0 40.8 0.0 17.3 120 FL 0.0 PE 0.0 39.8 0.0 0.075 TL 12.3 PV 34.9 3.068 PL 1.6 PF 0.0 40.8 0.0 1.5 120 FL 12.0 PE 0.0 40.1 0.0 0.002 TL 13.6 PV 0.2 0.0 0.0 0.0 1.7 0.0 0.4 0.0 0.7 0.1 0.0 0.6 0.1 0.0 0.0 3.9 0.0 1.8 0.1 0.0 0.4 0.0 0.7 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.4 0.0 0.7 0.9 0.0 2.0 0.0 0.7 0.0 DrK1NnLbK 5YbYteM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 163 34.9 2.635 PL 82.5 PF 0.5 143 18.1 0.0 40.1 0.0 2.1 120 FL 32.4 PE 0.0 144 18.1 0.0 39.6 0.0 0.004 TL 114.9 PV 0.0 Pipe: 164 34.9 3.068 PL 2.3 PF 0.0 144 18.1 0.0 39.6 0.0 1.5 120 FL 12.0 PE 1.7 145 14.1 0.0 41.3 0.0 0.002 TL 14.3 PV 0.0 Pipe: 165 681.5 5.295 PL 12.3 PF 0.4 145 14.1 0.0 41.3 0.0 9.9 120 FL 0.0 PE 0.0 141 14.1 0.0 40.9 0.0 0.034 TL 12.3 PV 0.7 Pipe: 166 1743.1 6.356 PL 12.3 PF 1.0 146 16.5 0.0 41.7 0.0 17.6 120 FL 0.0 PE 0.0 142 16.5 0.0 40.8 0.0 0.078 TL 12.3 PV 2.1 Pipe: 167 52.3 3.068 PL 1.6 PF 0.1 146 16.5 0.0 41.7 0.0 2.3 120 FL 12.0 PE 0.7 147 18.1 0.0 41.0 0.0 0.004 TL 13.6 PV 0.0 Pipe: 168 52.3 2.635 PL 82.5 PF 1.0 147 18.1 0.0 41.0 0.0 3.1 120 FL 32.4 PE 0.0 148 18.1 0.0 40.0 0.0 0.009 TL 114.9 PV 0.1 Pipe: 169 52.3 3.068 PL 2.3 PF 0.1 148 18.1 0.0 40.0 0.0 2.3 120 FL 12.0 PE 1.7 149 14.1 0.0 41.7 0.0 0.004 TL 14.3 PV 0.0 Pipe: 170 646.6 5.295 PL 12.3 PF 0.4 149 14.1 0.0 41.7 0.0 9.4 120 FL 0.0 PE 0.0 145 14.1 0.0 41.3 0.0 0.030 TL 12.3 PV 0.6 Pipe: 171 1795.4 8.249 PL 12.3 PF 0.3 150 16.5 0.0 42.0 0.0 10.8 120 FL 0.0 PE 0.0 146 16.5 0.0 41.7 0.0 0.023 TL 12.3 PV 0.8 Pipe: 172 51.5 3.068 PL 1.6 PF 0.1 150 16.5 0.0 42.0 0.0 2.2 120 FL 12.0 PE 0.7 151 18.1 0.0 41.3 0.0 0.004 TL 13.6 PV 0.0 Pipe: 173 51.5 2.635 PL 82.5 PF 1.0 151 18.1 0.0 41.3 0.0 3.0 120 FL 32.4 PE 0.0 152 18.1 0.0 40.3 0.0 0.008 TL 114.9 PV 0.1 Pipe: 174 51.5 3.068 PL 2.3 PF 0.1 152 18.1 0.0 40.3 0.0 2.2 120 FL 12.0 PE 1.7 153 14.1 0.0 42.0 0.0 0.004 TL 14.3 PV 0.0 Page 19 Pipe: 175 594.3 5.295 PL 12.3 PF 0.3 153 14.1 0.0 42.0 0.0 8.7 120 FL 0.0 PE 0.0 149 14.1 0.0 41.7 0.0 0.026 TL 12.3 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 176 1846.9 8.249 PL 12.3 PF 0.3 154 16.5 0.0 42.3 U.0 11.1 120 FL 0.0 PE 0.0 150 16.5 0.0 42.0 0.0 0.024 TL 12.3 PV 0.8 Pipe: 177 52.2 3.068 PL 1.6 PF 0.1 154 16.5 0.0 42.3 0.0 2.3 120 FL 12.0 PE 0.7 155 18.1 0.0 41.6 0.0 0.004 TL 13.6 PV 0.0 Pipe: 178 52.2 2.635 PL 82.5 PF 1.0 155 18.1 0.0 41.6 0.0 3.1 120 FL 32.4 PE 0.0 156 18.1 0.0 40.6 0.0 0.009 TL 114.9 PV 0.1 Pipe: 179 52.2 3.068 PL 2.3 PF 0.1 156 18.1 0.0 40.6 0.0 2.3 120 FL 12.0 PE 1.7 157 14.1 0.0 42.3 0.0 0.004 TL 14.3 PV 0.0 Pipe: 180 542.8 5.295 PL 12.3 PF 0.3 157 14.1 0.0 42.3 0.0 7.9 120 FL 0.0 PE 0.0 153 14.1 0.0 42.0 0.0 0.022 TL 12.3 PV 0.4 Pipe: 181 1899.1 8.279 PL 12.3 PF 0.3 159 16.5 0.0 42.6 0.0 11.3 120 FL 0.0 PE 0.0 154 16.5 0.0 42.3 0.0 0.025 TL 12.3 PV 0.9 Pipe: 182 54.4 3.068 PL 1.6 PF 0.1 159 16.5 0.0 42.6 0.0 2.4 120 FL 12.0 PE 0.7 160 18.1 0.0 41.9 0.0 0.004 TL 13.6 PV 0.0 Pipe: 183 54.4 2.635 PL 82.5 PF 1.1 160 18.1 0.0 41.9 0.0 3.2 120 FL 32.4 PE 0.0 161 18.1 0.0 40.8 0.0 0.009 TL 114.9 PV 0.1 Pipe: 184 54.4 3.068 PL 2.3 PF 0.1 161 18.1 0.0 40.8 0.0 2.4 120 FL 12.0 PE 1.7 162 14.1 0.0 42.5 0.0 0.004 TL 14.3 PV 0.0 Pipe: 185 490.6 5.295 PL 12.3 PF 0.2 162 14.1 0.0 42.5 0.0 7.1 120 FL 0.0 PE 0.0 157 14.1 0.0 42.3 0.0 0.018 TL 12.3 PV 0.3 Pipe: 186 1953.5 8.249 PL 12.3 PF 0.3 163 16.5 0.0 43.0 0.0 11.7 120 FL 0.0 PE 0.0 159 16.5 0.0 42.6 0.0 0.027 TL 12.3 PV 0.9 Pipe: 187 58.1 3.068 PL 1.6 PF 0.1 163 16.5 0.0 43.0 0.0 2.5 120 FL 12.0 PE 0.7 164 18.1 0.0 42.2 0.0 0.005 TL 13.6 PV 0.0 Page 20 Pipe: 188 58.1 2.635 PL 82.5 PF 1.2 164 18.1 0.0 42.2 0.0 3.4 120 FL 32.4 PE 0.0 165 18.1 0.0 41.0 0.0 0.011 TL 114.9 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 189 58.1 3.068 PL 2.3 PF 0.1 165 18.1 0.0 41.0 0.0 2.5 120 FL 12.0 PE 1.7 166 14.1 0.0 42.7 0.0 0.005 TL 14.3 PV 0.0 Pipe: 190 436.2 5.295 PL 12.3 PF 0.2 166 14.1 0.0 42.7 0.0 6.4 120 FL 0.0 PE 0.0 162 14.1 0.0 42.5 0.0 0.015 TL 12.3 PV 0.3 Pipe: 191 2011.6 8.249 PL 12.3 PF 0.4 167 16.5 0.0 43.3 0.0 12.1 120 FL 0.0 PE 0.0 163 16.5 0.0 43.0 0.0 0.029 TL 12.3 PV 1.0 Pipe: 192 62.9 3.068 PL 1.6 PF 0.1 167 16.5 0.0 43.3 0.0 2.7 120 FL 12.0 PE 0.7 168 18.1 0.0 42.5 0.0 0.006 TL 13.6 PV 0.1 Pipe: 193 62.9 2.635 PL 82.5 PF 1.4 168 18.1 0.0 42.5 0.0 3.7 120 FL 32.4 PE 0.0 169 18.1 0.0 41.1 0.0 0.012 TL 114.9 PV 0.1 Pipe: 194 62.9 3.068 PL 2.3 PF 0.1 169 18.1 0.0 41.1 0.0 2.7 120 FL 12.0 PE 1.7 170 14.1 0.0 42.8 0.0 0.006 TL 14.3 PV 0.1 Pipe: 195 378.1 5.295 PL 12.3 PF 0.1 170 14.1 0.0 42.8 0.0 5.5 120 FL 0.0 PE 0.0 166 14.1 0.0 42.7 0.0 0.011 TL 12.3 PV 0.2 Pipe: 196 2074.5 8.249 PL 12.3 PF 0.4 171 16.5 0.0 43.7 0.0 12.5 120 FL 0.0 PE 0.0 167 16.5 0.0 43.3 0.0 0.030 TL 12.3 PV 1.0 Pipe: 197 68.6 3.068 PL 1.6 PF 0.1 171 16.5 0.0 43.7 0.0 3.0 120 FL 12.0 PE 0.7 172 18.1 0.0 42.9 0.0 0.007 TL 13.6 PV 0.1 Pipe: 198 68.6 2.635 PL 82.5 PF 1.6 172 18.1 0.0 42.9 0.0 4.0 120 FL 32.4 PE 0.0 173 18.1 0.0 41.3 0.0 0.014 TL 114.9 PV 0.1 Pipe: 199 68.6 3.068 PL 2.3 PF 0.1 173 18.1 0.0 41.3 0.0 3.0 120 FL 12.0 PE 1.7 174 14.1 0.0 42.9 0.0 0.007 TL 14.3 PV 0.1 Pipe: 200 315.2 5.295 PL 12.3 PF 0.1 174 14.1 0.0 42.9 0.0 4.6 120 FL 0.0 PE 0.0 170 14.1 0.0 42.8 0.0 0.008 TL 12.3 PV 0.1 Pipe: 201 2143.1 8.249 PL 12.3 PF 0.4 175 16.5 0.0 44.1 0.0 12.9 120 FL 0.0 PE 0.0 171 16.5 0.0 43.7 0.0 0.032 TL 12.3 PV 1.1 Page 21 vaa•.ia\xNLL'a\ 0101E4'1 n1URNauLl(.. A1'IALYb1S JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) Page 22 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 202 75.1 3.068 PL 1.6 PF 0.1 175 16.5 0.0 44.1 0.0 3.3 120 FL 12.0 PE 0.7 176 18.1 0.0 43.3 0.0 0.008 TL 13.6 PV 0.1 Pipe: 203 75.1 2.635 PL 82.5 PF 1.9 176 18.1 0.0 43.3 0.0 4.4 120 FL 32.4 PE 0.0 177 18.1 0.0 41.3 0.0 0.017 TL 114.9 PV 0.1 Pipe: 204 75.1 3.068 PL 2.3 PF 0.1 177 18.1 0.0 41.3 0.0 3.3 120 FL 12.0 PE 1.7 178 14.1 0.0 43.0 0.0 0.008 TL 14.3 PV 0.1 Pipe: 205 246.6 5.295 PL 12.3 PF 0.1 178 14.1 0.0 43.0 0.0 3.6 120 FL 0.0 PE 0.0 174 14.1 0.0 42.9 0.0 0.005 TL 12.3 PV 0.1 Pipe: 206 2218.1 8.249 PL 12.3 PF 0.4 179 16.5 0.0 44.5 0.0 13.3 120 FL 0.0 PE 0.0 175 16.5 0.0 44.1 0.0 0.034 TL 12.3 PV 1.2 Pipe: 207 82.1 3.068 PL 1.6 PF 0.1 179 16.5 0.0 44.5 0.0 3.6 120 FL 12.0 PE 0.7 180 18.1 0.0 43.7 0.0 0.010 TL 13.6 PV 0.1 Pipe: 208 82.1 2.635 PL 82.5 PF 2.3 180 18.1 0.0 43.7 0.0 4.8 120 FL 32.4 PE 0.0 181 18.1 0.0 41.4 0.0 0.020 TL 114.9 PV 0.2 Pipe: 209 82.1 3.068 PL 2.3 PF 0.1 181 18.1 0.0 41.4 0.0 3.6 120 FL 12.0 PE 1.7 182 14.1 0.0 43.0 0.0 0.010 TL 14.3 PV 0.1 Pipe: 210 171.6 5.295 PL 12.3 PF 0.0 182 14.1 0.0 43.0 0.0 2.5 120 FL 0.0 PE 0.0 178 14.1 0.0 43.0 0.0 0.003 TL 12.3 PV 0.0 Pipe: 211 2300.2 8.249 PL 12.3 PF 0.5 183 16.5 0.0 45.0 0.0 13.8 120 FL 0.0 PE 0.0 179 16.5 0.0 44.5 0.0 0.037 TL 12.3 PV 1.3 Pipe: 212 89.5 3.068 PL 1.6 PF 0.2 183 16.5 0.0 45.0 0.0 3.9 120 FL 12.0 PE 0.7 184 18.1 0.0 44.1 0.0 0.011 TL 13.6 PV 0.1 Pipe: 213 89.5 2.635 PL 82.5 PF 2.7 184 18.1 0.0 44.1 0.0 5.3 120 FL 32.4 PE 0.0 185 18.1 0.0 41.4 0.0 0.023 TL 114.9 PV 0.2 Pipe: 214 89.5 3.068 PL 2.3 PF 0.2 185 18.1 0.0 41.4 0.0 3.9 120 FL 12.0 PE 1.7 186 14.1 0.0 43.0 0.0 0.011 TL 14.3 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 215 89.5 5.295 PL 12.3 PF 0.0 186 14.1 0.0 43.0 0.0 1.3 120 FL 0.0 PE 0.0 182 14.1 0.0 43.0 0.0 0.001 TL 12.3 PV 0.0 Pipe: 216 2389.7 8.249 PL 30.5 PF 3.3 193 0.5 0.0 55.2 0.0 14.3 120 FL 54.2 PE 6.9 183 16.5 0.0 45.0 0.0 0.039 TL 84.7 PV 1.4 Pipe: 224 2389.7 8.390 PL 36.0 PF 1.6 195 0.0 0.0 57.0 0.0 13.9 140 FL 22.6 PE 0.2 193 0.5 0.0 55.2 0.0 0.027 TL 58.6 PV 1.3 Pipe: 225 FIXED PRESSURE LOSS DEVICE 194 0.0 0.0 65.1 0.0 -8.0 psi, 2389.6 gpm 195 0.0 0.0 57.0 0.0 Page 23 Pipe: 226 2389.7 8.390 PL 593.0 PF 20.3 158 0.0 SRCE 85.4 (N/A) 13.9 140 FL 151.8 PE 0.0 194 0.0 0.0 65.1 0.0 0.027 TL 744.8 PV 1.3 NOTES: (1) Calculations were performed by the HASS 5.0 computer program under license no. 528F246 (2) The system has been balanced to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.747 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 17.6 ft/sec. SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: GATEWAY #3 WATER SUPPLY CURVE 180+ 165+ 1 150+ * 1\ I \ 135+ \ 1 \ I \ 120 P + R I E I S 1 105 S + U I R 1 E 1 90+ ( 1 P S 1 I 75+ ) 1 60+ 45+ * <- 71 psi @ 4100 gpm Flow Test Point Page 24 30+ LEGEND I 17 I I X = Required Water Supply " 1 85.37 psi @ 3289.7 gpm " 15+ +_ 1 0 = Available Water Supply " 1 95.76 psi @ 3289.7 gpm " 1 n 0++—+---+----+ + + + + + + 1600 2400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) s " 1THOUT COMMENTS. 1 AS NOTED IN RED D 'LR THE ATTACHED LETTER j The dr. wings affixed hereto have bec,W "] rev,e;2.I ° ani accepted by the City of Tufcvil3 Fire Deet. Auditions, deletions or revisions to these drawings.after this date will void this acceptance and will require a res_ibrnittal of revised drawings. Final acceptance is subject to field- insaeciaoi: cy a representative of this depertn:cnt DATE: CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. Customer: Bedford Properties Brown and Sharp N a) CCO o (a C) 3 4 4-) CO C A U 0 4- J C 'p- �n 3 (C) C +)N C) •r '-4 f-- U) >., U C C (CS - C1 E s- o C) rnC)3 c c� o $3)) +� (cs U r r— co C Q J O c 0 a N U V) G.� N en *4 .--i C > • •'+• O • M C.) V) • '.O > MV) •--4 CL) CC •co NQ C) 01 'CS Q < (O C 3 et, F-- s V) 4-) p1 W 01 C) C 3 M r r Z d-) r F— '.0 4-) raCV (t;) (CS O O C) d-) Z M (n V) C License: NORTHAS158PU co ct OG Z1-4 wi u1 pp N t0 N I-1 p1 • SUPERVISION ALARM 1. Fill in Required Currents: a. Signaling Circuit (Terminals 13 - 16) 7®ISM4 ,03-0 Current (Not to Exceed 2.75 Amps) h. Auxiliary DC Unfiltered. (Terminal 17) 0 Current (Not to Exceed 2.75 Amps) c. Auxiliary DC Filtered (Terminal 18) Current (Not to Exceed 0.2 Amps) 0 _� 2. Add a Through c .3. Base Adder - Add to Step 2 Total Currents 0.035 n.1 ( uper sort' ) B. Find Battery Ampere -Hours Per Step 1 or 2 Below, As Applicable* - . I_O (Al armT 1. For 24 -Hour Supervision Followed By a 5 -Minute Alarm: a. Multiply Total Supervisory Current x 24 = .4341 A.N. - Supervisory b. Multiply Total Alarm Current x 0.33 = , 04 A.H. - Alarm c. Add Supervisory and Alarm Ampere -Hours = , 8 8 A.H. - Sub -Total d. Multiply Sub -Total Ampere -Hours x 1.15 = '.O1 A.N. — Total Required 2. For 60 -Hour Supervision Followed By a 5 -Minute Alarm: a. Multiply Total' Supervisory Current x 60 = A.H. - Supervisory h. Multiply Total Alarm Current x 0.33 = A.H. - Alarm c. Add Supervisory and Alarm Ampere -Hours = A.H. - Sub -Total d. Multiply Sub -Total Ampere -Hours x 1.15 =. A.H. - Total Required * When a city tie module is installed in the panel. 60 hours of supervision must be provided. NOTE DUE TO CHARGER RESTRICTIONS. SYSTEM LOADING OF THE BATTERY CANNOT EXCEED 9.0 A.H. Figure 5. Determining Ampere -Hour Requirement Per Method B, Paragraph 6A, Section A' U-3 a 1 Jan 30 2012 8:50AM SMITH FIRE 425-248-2360 p.1 SMITH FIRE SYSTEMS MANAGEMENT, LLC 1106 54'1 Ave E, File WA 98424 Phone: (253) 248-2000 Fax: (233) 926-072 FACSIMILE TRANSMITTAL SHEET Al FROM: Alicia Shepard C ' MPANY; Tukwila Fire Department DATE; 1-30-12 F NUMBER: 06-575-4439 P ONE NUMBER: TOTAL NO. OF PAOES INCLUDING COVER: 3 SENDER'S REFERENCE NUMBER; R We are requesting shutdown numbers URGENT ® FOR REVIEW ❑ PLEASE ENTER ❑ PLEASE COMMENT El PLEASE REPLY N )TES/COMMENTS: 1 30-12 HI Al, / A - v- S , Attached are the scopes of work we are performing per building at Gateway Corporate Center, We are requesting shutdown numbers for building 3 and building 8 which will need to be done at different times of the day today. If you have any questions about this repair, please call me at 253-248-2002. Thank you, A icia Shepard TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. I--S-oil and exact address for shut- down or restoration approval. 4" Sprihk'let--- %,GAtwk ocu-i-cox-ladrt.A-m‘- �h S -e(24 te- re Alt • N tom, tJ L LA.) C-tw:'c N 7- N..k O 7E:-.-- 0 — 'IL`I C -E. t S° F'e-'t i 1/,; R JB, , /�. (-k 1::L1 124. LIC. :U 1--rt-t .' llI.J. "% 1,.)_"1` "'j -o ts=1 CD • S 7F,G.. t F� C � • •�.C4') 12644 INTERURBAN AVE S 91-S-315 TUKWILA FIRE DEPARTMENT Please call; 575.4407 and give this job No. 4q/53/ and exact adl ss tar abut, down or rettarzitiaa a. CCEPTE"J WITHOUT COM ME1'aS. D AS NOTED IN IR = o PER THE ATTAC ED LETTER The drawings affixed h::reta have been reviewed and accepted ',v t,i ;Cit a f Tukwila Fire Dept. AJ 'i , is, or revisions to these J'r _ ; : , } ; .., , ,;s date will voi dthisacc. , Final acceptance is su')' inspection by a represenca.,,.,: department --x4-5 (,741 c.") X 12— 1 V- z.._ A L t-tt-=- I `PC ±~, t et A 2 e iZ.. C -c7 s-CzL' .:-ri c o 1A)4. 7g SS Sou -r-.. ' 7_0(014, 5,Tie.t.^.tZ T i -L µl/. 'Y ".15Q3'�. SCALE: 1/4 -'tog APPROVED BY: DRAWN BY .4 DATE : OCT l' 41 REVISED G -A. -re WAY DRP. Imo=- , F f?, i.11 L 1� t /v N © 3 . l ni7"e v z e A N A. . .' -T UJ 11- i.ww, b • c.14 tw � � / .� � - - DRAWING NUMBER 7TE�T1 t`ll��. 24 X 36 PRINTED ON NO. 100014 CLEARPRINT • • F r ri t x rt 8 Pt VALVE <!:74STo..X.3 FI ZZ KfC AN -7 YE41C - VAULT COW -AIMING 8 ` _ - \J,, Mt- TXTECraIZ CAM VA 00004 f 5K 0-MEISI 4 WATEiZ MOTOR C- okx= 0 GATE AY 'RASE tV $L.t is i4i AS, �} ( VZ. 5o T T. r Classification as ,In„�....-. As dna tequir mond e1 th4 § rea tcl ss ended on the attach booms 'MOO) W system( ilt�fllg l ACCeD�ncY ih nce l plans oIO and for to In do Ifot Drat n ___....---- All --� iSithl �tat�on �!� to t� ti to relative affect d relate azctUsneh are not to fe cow c uS conditions acceptances porant ram whets o be cow �R$A�N AVS S. shoed been ea nnia any Ma's respectAitme to moble hale t w teethe 6 sttued as bearingthat itT for s,th�h mg _ has damtoage wdh yftacogni Ivry or damage l property _Lam_ result �n shit exist--f-AL 31TE PLAN, ,isi Ai 1. p mss/ LE I i"1V 09- SO 3{ l �o o" 41,17.7m 'I I / FLOW PATH -t t 146 IVUAL_ 41ov GPM UATP1/4 FYDM >: LD J 10,-51” TAt.EN AT COR1461. o Met 4 INTEIZUiZI Ant S t t')ed) BUIL1 UP 12ooFitkLa 0,4 444 Pula -MI 5, j o "2 14-1/Z4 4 511t'F Eg Akiv eget ►wTo [18 f5"241" U t-Iac>IL 014 f %1/1,r 1,4 -13 z' DUNES w/& Z tL7 COUP 1IUr.lta 1 IV ti hocu. EZO (o CokkZETC TILT WAU.S -�- V6IZTICAL Ufit' L fZ--�- 0 0 1— s+ Ct uc err, LA,3 tUILDING CR055 SECTION- FACING FORTH t.E I/b" f t o' Fsk.t '!t7 5TAICT AT Pr.ANCsE ASE Ft.00tZ- g1 M.t x FUa ADAPTOI. . 5`' FtNIsHE17 SLAB SZ TDI P �I C.ONLzETE 7,.tguSr 81..0 t NOT E" Ut•LDg.QDUt4 F!PItJCC FSE ROME> TOS -11-1S2. VA..VE VAULT (BY f -kERS) cv,iki RGROUND PIPING - VAULT TO FAr - cBY vTMF ) Z MAIN DRAIN tO tAFE Disc.fk&R.c.a. o'.4' 4t 144 0 0 $ — ¢ Et -EV Ili" (a' AFF • 1 G E.M FC030 kiATETL N c -rot UU J ,, e r WA. F.okJ S 6E1"1 GZG 1 x(,gV ALARM VALVE w/vezT vAtiA54..E ?IZcssurtE sE-D 'Zit1 4. resit, FE.CSsU 2E -eEUEF 'fes M 11EXIU E COUPLING To sTAKr Ar FLAKILIC atsviE P1.0ost Z. AJJMULA7. C.LEAV.ANc.E A'QC+LJN, S viP051. an-IE4Z5) RISER DETAIL- FACING NORTH SLAL.E Vz -1 CY NOTE" t AN NYDZALJLIC DESIGN iJAME?LATE SHALL F?E PEZMAxistJrL`( ATTAcklE,D TO'iziSETz Mogi , THAN' (v` 0' AFP Z SYSTEM HPG 'BEEN C;ALCL1LKTE To ELEQUI RE ?AZ)1 CiPM o g{x1 r ATBASE oar 1ZIETL, 3 = 1-5 VICINITY MAP L01717 GLS Y1IMNf11 JO ADO -z / 31tl0 }uewpedep situ, }o ani}e}uesaadoJ a fq uoipadsui pfai} o} pet qns si eoue}deooe leui j s; uitkeap pesinei }o Ie}}luagnsar a eitnbe.r IIIM rue a,ul•}c'eoce cit} pion Kinn alp siv} a�}1e s LIMrar 6S01.11. o} SUOISInaa .10 sucl}clop'suci}irry 4c'aa aaij ellnnxnl 40 Apo eq} /q I atcleooe pue peMeIAeJ ue q anal oleJet, F c we saulMeap eta 2131111 C3 CVI2u1 1:13c1 ❑ S" - 3 ! I,CHIIM 0 t II TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No and exact address for shut clown or restoration approval. CONTRACT NAME GATE LAY PHASE I V BLDG Na_ 3 I21o44 izC,toMITEIZuT.bAi4 AVE - K. 6.1 I Lskt VEK.6.1ILsk{ i..JA c54‘,6 --� .low suP( sMiTr( Z'{4 ' ise) oZ z44 oIItSZ. _ -_ CONTRACT WITH SSG COKR Po ....01=711.e t+iA q2:›I P� -'T h�I�.t.laCaraZ Doti CUNAIiMC�NAM PsACNE-(to(s) 544 "c5,c) A •U- HOOK HANGER LEGEND M MACHINE THREADED ROD B COACH SCREW ROD - . N TOGGLE NUT c "C" CLAMP P POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE SPRINKLER LEGEND TEE UPRIGHT SIZE FEJVDENT SPRINKLERS UP AND DOWN SYM TYPE MFG/MODEL SPRINKLERS USED SIZE TEMP FINISH CANOPY QUANITY MK DATE BY REVISIONS A D TOP BEAM CLAMP R WEDGE ANCHOR E - EYE ROD T 1` 2 _I 3 71 16 8 16 2 SPRAY 0 1/T OPENING UP SYMBOL OFENING DOWN A A 1" 1/2 I F FLUSH SHELL U G CEILING FLANGE V 4 17 32 SPRAY 3/4" 1` 1/2 A APPROVALS REQUIRED DISTRIBUTION I H SIDE BEAM BRACKET - J "J- BOLT x 2 a 16 Z SIDEWALL 4 1/2 I) 1/2 crN OF" 1t KLJ I LA a K SHORT CLIP Y L "L" ROD Z 1DRY TYPE 2 • • 1 TEMP RATING O 165' e 212' 0 286' eels 350 TOTAL THIS SHEET GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM & STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. DESIGN CRITERIA AND NOTES 1 GI�t t1 As 15S .n1 1-l`(C AuL.IC ALL..( _ (JD TO_ 'OF (,NE1Z .3. P) GPM /5#cO EO 'r IS TO b6 L. SC,t(ED 10 4,40 12644 INTERURBAN AVE S 89-S-210 ALL FAIMTil4C2 AND t. J 1 fz'NCS 'SY cel ESZS Fire Systems West 1502. PIKE ST: t\I.14 4 AU BU KN , 4)5001 (zoo) 835-1ZA5 WA ST CONT UC NO FIRE SWI 140B1 I QUALITY CONTROL BY .DA, DATE 11/f3/041 APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO SHEET tt/S/Sol 4 1 OF 1 f L x a K F k 4, a I P a 3 _ 1 3.*rt.a "3607111 s ,� 4 a Y 4, 5, r 4 a- x a a' 4 4 .x an - I - i 4 4 ..a a 4 -a y a- 4 4 -4 w � � 4 Cu) o0 a- a ti � r 4 24 -6" 4 d 24 -6" 3 a (4 a t a 44a- 24-6` _ 24 -6" 5) 4- .44 �r t 24-S" t I a 24-6" V-1-1/' G-1 V7 G--11/2* G'-11/2" 6`-1 yr xr s 4 24-6"" «-ter a a -� a a 6`-t4` 6 -11/2' tf • a is a ▪ x w gs S l } aa aaaaata a 4 -14 4 ea 2-41/4 til to DT K1 44,4 3 41, �� Es 3--.s aa, a akaaK c-ar"-4: a CANOPY SPRKLR PLAN KEY PLAN 1A211111811 & Angola SEATTLE WASH DEC'? 1989 however System changes or additions as recommended on the attached SNOW WIll result in improved rates Acceptance applies to plans es WM.d and for construction and occupancy shown MK& 1/11111114 sublEL to Inspection fat final acce tax& Various conditions upon fire insurance rates They are not to be con Strued aS bearing in any way upon the question of whether due care has been exercised with respect to possible liability for personal in lury Of damage to property it is recognized that hazards which may result in loss still exist CONTRACT NAME. abmmN /41 z44 Doc.41 z44- ofi5z. CONTRACT WITH. SSG CORP 11.0X 32.41-115 sEATTLE,61.64. 445M-3 (ioce) 41V13 HANGER LEGEND SPRINKLER LEGEND I SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AN OTES A HOOK B COACH SCREW ROD M MACHINE THREADED ROD N ; TOGGLE NUT 4 P POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT - PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM -TYPE OPENING OPENING SIZE TEMP njve Vz FINISH CANOPY ()VANITY MK DATE BY • i1/41/A 114 D TOP KAM CLAMP WEDGE ANCHOR E EYE WV F FLUSH SHELL U 4 H : SIDE HAM BRACKET W K SHORT CLIP - RCO -4- na spRAY 16 II III 2 SPRA SIDEWALL • 7 DRY- TYPE UP SYMBOL DOWN 1/2 1/2 t TEMP RATING 1/2 Q 165°- 0 212 3elf 256 get 35Q` ata APPROVALS REQUIRED DISTRIBUTION naanrs TOTAL THIS SHEET eaa f ALL MATERIAL ANO EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAI.WHLET NO. -1a 4. PIPE HANGERS ANO METHOD OF HANGING TO BE IN ACCORDANCE WITH 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. JoINING OF PIPE MCI FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH POPA PAMPHLET NO 13. 7 OWNER TO PROVIDE ADEOUATE 14.AT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. IL STRUCTURAL ADEOUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY Of THE OWNER AND/OR HIS STRUCTURAL. Fire Systems West 150Z PIKE 51: N Li A 4 _AUSUIZNI 4b001 VW ST COPSTII. UC NO FIRE SW1 14081 I QUALITY CONTROL Y DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR OESiGN ER INSTALLATION BY DATE .434 DATE N to i3 4 } A 4.A 126059 e t 1 • 0 Z4 to' 4 v' z4 V1 24 Lori 14 te' Z 4 Le V t is tyt% r 12- 3 / _ 1i 3" L -1k. tZ 3" a `" tv = k -t V t X MAit.1t V lt.e AFF Z4 L. t Z 2,4 v" 1Z 3' to 4 - d r V x'a X Z 3 c A tlyv a a tit A A filv .11 Cr r a 3 4 k 41" y 4 1 R" 42 1 4Z ,.))42 t IO 9 }' I '1 2-3 io-0 1 4" N. 4k 1 4' El 33 j1 IO"' -< 4 A 14" 17tJPLINIS ) 0 © r., 1s D IIL7/ a' NOSE 4 4 IO PIPE $=moo Lor461 Li/ wELPEO SND TA443 -,--44S M D. to X MAIN T (MEG?'t) NOT65 4 812164NIL+{ J1.4 +40WC3E1Z5 TO aE 17-A V 14 O 2. [ - IND iciNTES Zap EL_EYPcfiON 4 GAT E ..A`( PHASE V : BLDG 3 --- SOUTH 6cb.t_t~- 4 i z.0'12. sa l:s 07 to 7 3`] 1 4 4 4- Cato] ACCEyPTED E susa1 7 a RAMS BOW SEATTLE WASH DE C7 1989 Ilia heating requirements of this Bureau for classification as sprmtdetodf 8owever ahem changes or additions ss recommended on the attached edreata(s) will result In rmpr9ved rates Acceptance applies to plans as IWbmitad and for construction and occupancy shown t$ai & anI b.0 aifation subrect to impaction for final acce„^tance. _ 1"1 to All comments and acceptances relate exclusively to relat ve effect of various conditions upon fire insurance rates They are not to be con glued as bearing in any way upon the question -of whether due care has been exercised with respect to possible liability for personal in jury or damage to property It recognized th4t hazards which may ,fesutt in loss still exist CONTRACT NAME GATEWAY PHA IV: BLDG ` Io 3 ia4.9 4 - I Z 4*(05 1 N1ERtJ iZBAN AVE 11J JJtc.A, a.JA psv11o97 lob sUPT SMITIN" z.44 °ftp v+Z z44 41)11:)2.- CONTRACT lb2 CONTRACT WITH 55G CDR Ft) fro$ SE* ='CL.E, a..1A cnt,133 13"2.1 MAN s D,tit C.1.1/41N1/1/416/4A4-1 3e"t c)39�j - HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A "U" HOOK B COACH SCREW ROD M N MACHINE THREADED ROD TOGGLE NUT I C "C" CLAMP D TOP BEAM CLAMP P R T POWDER DRIVEN STUD WEDGE ANCHOR - SPKR THRDS SPRINKLER ORIFICE SIZES AND 'TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS VP AND DOWN SYM TYPE MFG/MODEL SIZE TEMP FINISH CANOPY OUANITy DATE BY GEM pssue Los - 15122. Z2 2 2 16 8 16 2 OPENING UP OPENING SYMBOL DOWN A A 1/2 - A F - FLUSH SHELL G CEILING FLANGE 4 17 32 SPRAY 3/4 H SIDE BEAM BRACKET 1/7 1/2 1/2 1/2 APPROVALS REQUIRED ILA rigs vs -Pr DISTRIBUTION K SHORT CLIP DRY TYPE TEMP RATING 0 165' 212 451k 286' 0 350 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT F ISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. k, 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 VI 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TOTAL THIS SHEET VT. Z & STRUCTURAL ADEOUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE Fire Systems West ST Cam LC No FIRE SW1 140B1 1 WA. QUALITY CONTROL BY 'DA DATE DATE 11/15/59 APPROVED FOR FABRICATION BY APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO SHEET OF 121766 NEW DOUBLE DETECTOR CHECK VALVE SYSTEM PER CITY STDS. SEE DETAIL, SHT$2. SPRINKLER DESIGNER TO DETERMINE SIZE OF DETECTOR ASSEMBLY & FIRE LINE TO BLDO. • EXIST. CB RIM = 15.60 I.E.= 8.50 OUT Gradin6, Storm Drainage and UtilityPlan Gateway Corporate Center - Phase IV xis rmi UNDE ROUND TRAN FORMER EXIST. CB RIM = 14.15 INSTALL' (VERIFY I.E. PRIORITO CONSTRUCTING NEW STORM LINE) REMOVE EXISTING PLUG, CONNECT TO EXISTING 15' STORM eyi PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION & DEPTH OF EXISTING 8' WATER LINE TO DETERMINE IF NEW BUILDING & UTLITY CONSTRUCTION WILL CONFLICT W/ ITS LOCATION. EXPOSE IF NECESSARY & CONTACT ENGINEER IF LINE IS WITHIN 5' OF PROPOSED BLDG. FOUNDATION. EXISTING 10' WIDE POWER EASEMENT 14 41E -Air te EXIST. CB IM = 14.20 I.E.= 9.6 IN 0.2110 INSTALL NEW CB #1 TYPE I W/ SOLID LID OVER EXIST. 12' STORM LINE AS SHOWN. REMOVE REMAINING PORTION OR ABANDON PER CITY STANDARDS RIM = 16.0± (ADJUST TO FINAL GRADE) I.E.= 9.68 CB #2 TYPE I W/SOLID LID EXISTINI RIM =16.0± (ADJUST TO FINAL GRADE) TRANS/FORMER 7.0 CB TYPE RIM 14.00 N TA CONC. BLOC PV'MT. TO BE SAWCUT BACK TO CONC. CURB NEW 6' EXTRUDED SPRINKLER RIISIER DOWNSPOUT (TYP. 6 PLCS.) EXISTING CHAINLINK FENCE 6* EXTRUDED CONC. CURB PER DETAIL, 14.90 1.0* ASPHALT PAVEMEN WARP 16.50 TC 16.00 TP o. WA�c gf k 6.70 TC/ 1 20TC/if; # �•.OT- o N U ..t 16.7 TC 16.P��� 160 LF 4.0' (MAX.) HT. ROCKERY OR CONC. RETAINING WALL CONSTRUCT 211 (r.!AX.) BENCH ALONG EDGE OF' NEW CURB 15.35 T CONC. RETAINING WAL (BY OTHERS) CB #5 TYPEA co >- CC CL 0 CC CL 0 I- 5 Li >- tu 12 co 110 LF 12" CMP @ 0.30% W NE 1112' EX M IGATION CURB - r- / EX. CB / RIM = 14.81 EX. SS MH LE. = 7.20 (OUT) LE. = 7.20 (IN) (TYP.) SS CO 6.70 TC EXIST. BLDG. / / / / / / / / / / 1 / / / / / / / 16 6 20 16 20T CB #8 TYPE I RIM = 13.50 I.E. 10.10 Or \ . % u) Et EX. SS MH RIM = 17.21 LE. = 5.20 (EX. 181 EX. CB RIM = 15.77 EXISTING CHAINLINK F NCE gEm T 'R SEWER LANDSCAPE N 48°13'44" W EX. STORM DRAIN /1 299.0' LQCATE EXISTING 18" SANITARY SEWER & INSTALL 18" x 6" TEE VERIFY INVERT PRIOR TO CONSTRUCTION CB #4 TYPE I EXIST/NG STORM DRAINAGE DITCH ONC. SD EX. CB I.E. = 10.26 EXISTING STORM DRAINAGE DITCH INTERURBAN AVENUE LEGAL DESCRIPTION: Ct 0 cu 6; 5 cp -0 En; a' as a. 60.11 Cri 0 c73 a. LOT 3 AS SHOWN ON PLAT OF GATEWAY CORPORATE CENTER, RECORDED IN VOLUME 144 OF PLATS, PAGES 23 THRU 25 UNDER RECORDING No. 8901230879, RECORDS OF KING COUNTY, WASHINGTON. SURVEY DATA: ALL BOUNDARY, TOPOGRAPHIC SURVEY AND EXISTING STORM DRAINAGE AND UTILITY INFORMATION SHOWN ON THIS PLAN WAS OBTAINED FROM GATEWAY CORPORATE CENTER PLANS BY MACKENZIE/SAITO & ASSOC. DATED JUNE, 1985 (JOB No. 384421) AND GATEWAY CORPORATE CENTER/CITY OF TUKWLA PUBLIC WORKS DEPT. PLANS BY CONSULTANTS MACKENZIE ENGINEERING, INC. DATED JUNE, 1985 (JOB No. 394421) SPECIAL NOTE: CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND SIZES OF ALL STORM DRAINAGE AND UTILITY LINES SHOWN ON THIS PLAN WHICH WILL BE EXTENDED TO SERVICE THE NEW BUILDING, AND SHALL CONTACT BARGHAUSEN CONSULTING ENGINEERS, INC. IF LOCATIONS AND DEPTHS ARE NOT AS SHOWN. BARGHAUSEN CONSULTING ENGINEERS, INC. -DOES NOT GUARANTEE THAT THE LOCATIONS, DEPTHS AND SIZES OF THE UTILITIES SHOWN ARE ACCURATE OR THAT ALL EXISTING UTILITIES ARE SHOWN. CONTRACTOR SHALL CALL FOR UTILITiX LOCATE PRIOR TO BEGINNING CONSTRUCTION. _ LE END SS SD - 16.7 TC 16.2 TP GB HP PROPOSED ASPHALT CONCRETE PAVEMENT PROPOSED CEMENT CONCRETE PAVEMENT EXISTING CONTOURS PROPOSED CONTOUR EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING WATER LINE EXISTING STORM CULVERT PROPOSED STORM DRAIN EXISTING SPOT ELEVATION TOP OF CONCRETE WALK ELEVATION TOP OF A.C. PAVEMENT. ELEVATION PVC DOWNSPOUT TIGHTLINE PROPOSED WATER LINE PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER (BY OTHERS) OVERLAND DIRECTIONAL FLOW GRADE BREAK HIGH POINT 12644 INTERURBAN AVE S 89-UGW-1008 C 033 cn xi CO CD CD 13 co 0 CO CNI 0 Lie 01 CO CL CD 13 MI 0 i 40) IA rri II= 0 Cel wr ME 2 Zr tszi in o