Loading...
HomeMy WebLinkAboutPP - 11521 EAST MARGINAL WAY SOUTH - GATEWAY N BUILDING #10 - PERMITS AND PLANS11521 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS D17-0091 B95-0213 17-S-062 95-F-298 96-S-251 95-S-262 93-F-074 90-0271 fmki (?os‘o City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name A r_ fro A c/ Address //c 2. I C. . /to . S Thomas P. Keefe, Fire Chief Permit Wo. Retain current inspection schedule Needs shift inspection Suite # >i Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: f\- v, 141749 Hood & Duct: Halon: Monitor: c Pre -Fire: h/ Permits: /Ltd ot- if- di /)- Authorized Signature aite 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 ATRIOT FIRE PROTECTION ABOVEGROUND MATERIAL & TEST REPORT FOR ABOVEGROUND PIPING SLE 0 2004-A 48th AVENUE CT. E. TACOMA, WA 98424 FAX (206) 922-6150 TEL (206) 926-2290 PROCEDURE Upon completion of work, Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is under- stood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PLANS ACCEPTED BY APPROVING AUTHORITIES (NAME) ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS ES EQUIPMENT USED IS APPROVED YES IF NO, EXPLAIN DEVIATIONS U • NO NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OYES U NO OF CONTROL VALVE AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: 1. SYSTEM COMPONENTS INSTRUCTIONS 2. CARE AND MAINTENANCE INSTRUCTIONS. 3. NFPA 13A • • ■ ■ YES YES YES YES 1 NO ■ NO • NO ■ NO LOCATION OF SYSTEM it - SYSTEM a / SERVES: CIOAi pi Fier RAI 9 r SPRINKLERS MAKE MODEL . YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING T-� l,,o bl 'SC_L 55 (9 _a 4 3 2 gam " , K oLia. bie 5 1--2. 2- / C. S- 1E.11,4 i,J, & SSS -1-4_ 73 /4 S"- U PIPE AND FITTINGS TYPE OF PIPE TYPE OF FITTINGS ALARM VALVE OR FLOW INDICATOR ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION TYPE MAKE MODEL MIN SEC. DRY PIPE OPERATING TEST DRY VALVE Q.OD. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. I * TIME TO TRIP THRU TEST CONNECTION WATER PRESSURE _ AIR PRESSURE TRIP POINT AIR PRESSURE * TIME WATER REACHED TEST OUTLET ALARM OPERATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. YES NO WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN INSPECTORS TEST CONNECTION IS OPENED 85A (OVER) DELUGE & PREACTION VALVES OPERATION ■ PNEUMATIC ■ ELECTRIC ■ HYDRAULIC PIPING SUPERVISED UYES U NO i DETECTING MEDIA SUPERVISED UYES U NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS UYES U NO IS THERE AN ACCESSIBLE ■ FACILITY IN YES EACH CIRCUIT FOR TESTING ■ NO IF NO, EXPLAIN MAKE MODEL DOES EACH CIRCUIT OPERATE SUPERVISION LOSS ALARM DOES EACH CIRCUIT OPERATE VALVE RELEASE MAXIMUM TIME TO OPERATE RELEASE YES NO YES NU MIN SEG TEST DESCRIPTION HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 pal (13.8 bars) for two hours or 50 pal (3.4 bars) above static pressure In excess of 150 p (10.2 bare) for two hours. Differential dry -pipe valve clappers shall be left open during test to prevent damage. All above ground piping leakage shall be stopper PNEUMATIC: Establish 40 pal (2.7 bars) air pressure and measure drop which shall not exceed 1.1/2 pal (0.1 bars) In 24 hours. Test pressure tanks at normal with level and air pressure and measure air pressure drop which shall not exceed 11/: pal (0.1 bars) in 24 hours. TESTS TI - - l'c • , --e.. 'epi - 3. a A _ nip P'' •T- _T. IF •, -Tei • I DRY PIPING PNEUMATICALLY TESTED EOUPMENT OPERATES PROPERLY ■ YES ■ YES ■ ■ NO NO DO YOU CERTIFY AS THE SPRINKLER SYSTEM CONTRACTOR SILICATE OR DERIVATIVES OF SODIUM SII�CATE, BRINE, OR INGSYSTEMS OR STOPPING LEAKS?O�®AYES • THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TEST - ESTING NO DRAIN READING OF GAGE L TED NENj WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: J/0 PSI CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B ■ FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING ■ TO SYSTEM YES YES • ■ NO NO RISERS FLUSHED BEFORE CONNECTION MADE TO OTHER EXPLAIN BLANK TESTING GASKETS NUMBER USED LOCATIONS NUMBER REMOVED WELDING WELDED PIPING ►. YES ■ NO IF YES.. . 00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR -3 DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS OUAUFIED IN COMPUANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR -3 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPUANCE WITH A DOCUMENTED QUAUTY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED ■ OYES ■ YES YES ■ ❑ ■ NO NO NO CUTOUTS (DISCS) 00 YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? YES • NO FUNCTIONAL FLOWTEST DOES AHJ REQUIRE A FUNCTIONAL FLOW TEST OF RESIDENTIAL SPRINKLERS? U YES —LINO WERE FUNCTIONAL FLOW TEST RESULTS SATISFACTORY? ■ YES ■ NO HTDRAUUC DATA NAMEPLATE NAME PLATE PROVIDED OYES ■ NO IF NO, EXPUUN REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: SIGNATURES NAME OF SPRINKLER CONTRACTOR !CONTRACTOR LICENSE 1 PATRIFPO99CF TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE Fr, N �„ T IGNA4 TLEI .2k1710,4) ill 1 E /A1 AF'P '• °TITLE DTE � 1 ri>� -ip k - /1 / y/ 7s CERTIFICATION I CERTIFY THAT TH INFORMATION HEREIN IS TRUE AND THAT THIS SPRINKLER SYSTEM WAS INSTALLED IN RD. MICE WITH RCW 18-180 AND THE RULES ADOPTED BY THE WASHINGTON ADMINISTRATIVE CODE AS ADMINISTERED BY THE STATE FIRE MARSHAL NAME OF CERTIFICATE OF COMPETENCY HOLDER (PRINT OR TYPE) SIGNATURE OF CERTIFICATE OF COMPETENCY HOLDER CERTIFICATE REGISTRATION * DATE SSA BACK INSPECTION NUMBER NSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:OxGe Sprinklers: Ty Ins ection: Address:p Suite #:/f� / il2 _S' 1 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: l�'iYA-7 '— ag-- ��siSSJ rAtc5) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectotWr- friii a? Date: (J /j -7 Hrs.: / () $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Date: 25 -Apr -95 11:03 From: MIKE -A (MIKE ALDERSON) To: CHRISTY,GAIL,JANE,KATHY-COURT,KELCIE,KROWS-R,MIKE-A, PENNY, RICHARD, SHELLIE-B Subject: NEW ADDRESS ASSIGNMENT Message -id: 06D79C2F01DEDEDE At the request of the developer (Bob Hart) I have assigned new addresses for the two buildings that will be built facing East Marginal Way So. on the North and South side of So. 116th. in Gateway North. His reason for this is street name familiarity for customers of the proposed new tennants. The address for the building on the North side of 116th. will be 11521 East Marginal Way South. ° The address for the building on the South side of 116th. will be 11621 East Marginal Way South. 1 Suite numbers will be assigned when it is determined if there is going to be any subdivision of tennant space within the buildings. R CEIVED OCT 1 1 1995 PATRIOT TACOMA ATRIOT ARE PROTECTION FILE HYDRAULIC DESIGN INFORMATION SHEET NAME Ga&cwcLy 10 / J RS LOCATION 3514 South 116TH 3-I-ree4 BUILDING Nat, WA_ 991_65 DATE Ocfo be r 2 j IQci5 CONTRACTOR 5GR CALCULATED BY Bob F,rsber5 CONSTRUCTION: ® COMBUSTIBLE (] NON-COMBUSTIBLE OCCUPANCY Wa.reVlouue. SYSTEM NO. CONTRACT NO. I 1044 I DRAWING NO. 1 of 1 CEILING HEIGHT Varies FT. SYSTEM DESIGN ® NFPA 13: ❑ NFPA 231 ❑ OTHER (Specify) ® SPECIFIC RULING ❑ LT. HAZ. ❑ NFPA 231C: .39/5600 ORD. HAZ. GP. [] 1 ❑ 2 0 3 FIGURE CURVE ❑ EX. HAZ. MADE BY VS G DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE CALCULATION SUMMARY 56O7SQ FT .39 GPM 9SsQ FT ISO 750 SYSTEM TYPE ® WET 0 DRY ❑ DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE RELIRI3L.1i MODEL CD L./pr, kf SIZE "/32 K -FACTOR S.2- 9 TEMPERATURE RATING 2.B6° GPM REQUIRED Z594-137 PSI REQUIRED 50-19 AT BASE OF RISER UNDERGROUND IND "C" FACTOR USED: OVERHEAD 12D WATER SUPPLY WATER FLOW TEST DATE & TIME STATIC PSI 110 RESIDUAL PSI G0 GPM FLOWING 22.14 ELEVATION D PUMP DATA RATED C - • CITY AT PSI ELEVATION K OR RESERVOIR CAPACIT ELEVATION WELL PROOF FLOW LOCATION SOURCE OF INFORMATION WSRQ COMMODITY STORAGE COMMODI STORAGE HEIGH STORAGE METHOD: SOLID CLASS LOCATION AREA AISLE WIDTH % PALLETIZED % RACK ❑ SINGLE ROW 0 CONVENTIO 0 DOUBLE ROW ❑ SLAVE PALLET ❑ MULTIPLE ROW ALLET - 0 AUTOMATIC STORAGE 0 ENCAPSULATED ❑- SOLID SHELVING 0 NON - EN - ENCAPSULATED FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE HORIZONTAL BARRIERS PROVIDED CLEARANCE FROM F STORAGE TO CEILING FT. IN. PATRIOT FIRE PROTECTION HYDRAULIC CALCULATION SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 1 riatrway 10 / JAS Warehouse Area Klensity = .39 GPM / 5600 al FT FLOW TEST RESULTS STATIC RESIDUAL AT 2279.0 GPM PRESSURE AVAILABLE AT 3344.9 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE ____ ---- 100 42.89 38.22 8.20 27.36 101 40.37 38.22 8.20 24.23 102 40.13 38.22 8.20 23.95 103 40.00 38.22 8.20 23.80 104 40.67 38.22 8.20 24.59 105 40.65 38.22 8.20 24.58 106 39.81 38.22 8.20 23.57 107 39.58 38.22 8.20 23.29 108 39.45 38.22 8.20 23.14 109 40.44 38.22 8.20 24.32 110 40.43 38.22 8.20 24.31 111 39.44 38.22 8.20 23.13 112 39.21 38.22 8.20 22.86 113 39.08 38.22 8.20 22.71 114 40.33 38.22 8.20 24.19 115 40.32 38.22 8.20 24.18 116 39.04 38.22 8.20 22.66 117 38.81 38.22 8.20 22.40 118 38.68 38.22 8.20 22.25 119 40.26 38.22 8.20 24.11 120 40.25 38.22 8.20 /24.09 121 38.76 38.22 8.20 22.34 122 38.53 38.22 8.20 22.08 123 38.40 38.22 8.20 21.93 124 38.68 38.22 8.20 22.25 125 38.45 38.22 8.20 21.99 126 38.33 38.22 8.20 21.85 127 40.68 38.22 8.20 24.61 128 40.44 38.22 8.20 24.33 129 40.31 38.22 8.20 24.17 130 40.59 38.22 8.20 24.51 131 -40.58 38.22 8.26 24.49 132 40.30 38.22 8.20 24.15 133 40.06 38.22 8.20 23.87 134 39.93 38.22 8.20 23.71 135 40.21 38.22 8.20 24.04 110.00 PSI 90.00 PSI 69.33 PSI SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 2 Gatrway 10 / JAS Warehouse Area SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE ____ ---- 136 40.20 38.22 8.20 24.04 137 39.74 38.22 8.20 23.49 138 39.51 38.22 8.20 23.21 139 39.38 38.22 8.20 23.06 140 39.65 38.22 8.20 23.39 141 39.65 38.22 8.20 23.38 142 39.37 38.22 8.20 23.05 143 39.14 38.22 8.20 22.78 144 39.01 38.22 8.20 22.64 145 39.29 38.22 8.20 22.95 146 39.29 38.22 8.20 22.96 147 38.86 38.22 8.20 22.45 148 38.63 38.22 8.20 22.19 149 38.50 38.22 8.20 22.05 150 38.77 38.22 8.20 22.36 151 38.78 38.22 8.20 22.37 152 38.58 38.22 8.20 22.14 153 38.35 38.22 8.20 21.88 154 38.22 38.22 8.20 21.72 155 38.50 38.22 8.20 22.04 156 38.00 32.76 8.20 21.48 157 38.52 28.67 8.20 22.07 158 38.30 28.67 8.20 21.81 159 38.17 28.67 8.20 21.67 160 38.44 28.67 8.20 21.97 161 37.94 21.70 8.20 21.41 TOTAL WATER REQUIREDFOR SYSTEM OUTFLOWS AT 2 OUTFLOWS AT 1 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 2,444.87 GPM 150.00 GPM 750.00 GPM 3,344.87 GPM 68.15 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPB 0.089 PSI SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 3 Gatrway 10 / JAS Warehouse Area GROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 154 159 2.227 L 6.00 0.0110 PT 21.67 (159) O 38.17 F=0 F 0.00 PE 0.00 BN6 C120 T 6.00 PF 0.07 149 154Q0 38.22 2.227 L 8.00 0.0397 PT 21.74 (154) Q 76.39 F=0 F 0.00 PE 0.00 BN6 C120 T 8.00 PF 0.32 47 149D0 38.50 2.227 L 6.50 0.0845 PT 22.06 (149) 8 114.89 F=0 F 0.00 PE 0.00 BN6 C120 T 6.50 PF 0.55 144 47 2.727 L 1.50 0.0315 PT 22.61 ( 47) Q 114.89 F=0 F 0.00 PE 0.00 BN5 C120 T 1.50 PF 0.05 139 144D0 39.01 2.727 L 8.00 0.0541 PT 22.66 (144) Q 153.90 F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0.43 134 1391)0 39.38 2.727 L 8.00 0.0825 PT 23.09 (139) Q 193.28 F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0.66 42 134D0 39.93 2.727 L 3.50 0.1167 PT 23.75 (134) O 233.21 F=0 F 0.00 PE 0.00 BN5 C120 T 3.50 PF 0.41 129 42 4.352 L 4.50 0.0120 PT 24.16 ( 42) O 233.21 F=0 F 0.00 PE 0.00 23 129D0 40.31 4.352 L 0.08 0.0161 PT 24.21 (129) O 273.53 F=T F 34.00 PE 0.00 BN1 C120 T 34.08 PF 0.55 PT 24.76 ( 23) 20 100 4.352 L 0.08 0.0005 PT 27.36 (100) O 42.89 F=T F 34.00 PE 0.00 BN1 C120 T 34.08 PF 0.02 _ 10 20 4.352 L 0.75 0.0005 PT 27.38 ( 20) O 42.89 F=T F 34.00 PE 0.32 NR C120 T 34.75 PF 0.02 PT 27.72 ( 10) 156 161 2.227 L 6.00 0.0109 PT 21.41 (161) O 37.94 F=0 F 0.00 PE 0.00 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 4 Gatrway 1() / JAS Warehouse Area cROM TO ° FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI f51 156D0 38.00 2.227 O 75.94 49 151D0 38.78 2.227 O 114.73 L 13.00 0.0393 PT 21.48 (156) F=2E F 10.00 PE 0.00 BN6 C120 T 23.00 PF 0.90 L 6.50 0.0843 PT 22.38 (151) F=0 F 0.00 PE 0.00 BN6 C120 T 6.50 PF 0.55 146 49 2.727 L 1.50 0.0314 PT 22.93 ( 49) O 114.73 F=0 F 0.00 PE 0.00 BN5 C120 T 1.50 PF 0.05 141 146D0 39.29 2.727 O 154.02 136 141D0 39.65 2.727 Q 193.67 44 136D0 40.20 Q 233.87 131 44 Q 233.87 L 8.00 0.0542 PT 22.98 (146) F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0.43 L 8.00 0.0828 PT 23.41 (141) F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0~66 2.727 L 3.50 0.1173 PT 24.07 (136) F=0 F 0.00 PE 0.00 BN5 C120 T 3.50 PF 0.41 4.352 L 4.50 0.0120 PT 24.48 ( 44) F=0 F 0.00 PE 0.00 BN1 C120 T 4.50 PF 0.05 25 131D0 40.58 4.352 L 0.08 0.0162 PT 24.53 (131) O 274.45 F=T F 34.00 PE 0.00 BN1 C120 T 34.08 PF 0.55 PT 25.08 ( 25) 155 160 O 38.44 2.227 L 6.00 0.0111 PT 21.97 (160) F=0 F 0.00 PE 0.00 BN6 C120 T 6.00 PF 0.07 150 155D0 38.50 2.227 L 8.00 0.0402 PT 22.04 (155) O 76.93 F=0 F 0.00 PE 0.00 BN6 C120 T 8.00 PF 0.32 48 150D0 38.77 2.227 L 6.50-0.0856 PT 22.36 (150) O 115.71 F=0 F 0.00 PE 0.00 - BN6 C120 T 6.50 PF 0.56 145 48 2.727 L 1.50 0.0319 PT 22.92 ( . ) Q 115.71 F=0 F 0.00 PE 0.00 BN5 C120 T 1.50 PF 0.05 140 145D0 39.29 2.727 Q 154.99 L 8.00 0.0548 PT 22.97 (145) F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0.44 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 5 Gatrway 10 / JAS Warehouse Area F,p.OM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 1135 140D0 39.65 2.727 O 194.65 L 8.00 0.0836 PT 23.41 (140) F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0.67 43 135D0 40.21 2.727 L 3.50 0.1183 PT 24.08 (135) O 234.86 F=0 F 0.00 PE 0.00 BN5 C120 T 3.50 PF 0.41 1.30 43 Q 234.86 4.352 L 4.50 0.0121 PT 24.49 ( 43) F=0 F 0.00 PE 0.00 BN1 C120 T 4.50 PF 0.05 24 130D0 40.59 4.352 L 0.08 0.0163 PT 24.54 (130) Q 275.45 F=T F 34.00 PE 0.00 BN1 C120 T 34.08 PF 0.56 PT 25.10 ( 24) 153 158 Q 38.30 2.227 L 6.00 0.0111 PT 21.81 (158) F=0 F 0.00 PE 0.00 BN6 C120 T 6.00 PF 0.07 148 153130 38.35 2.227 L 8.00 0.0400 PT 21.88 (153) O 76.65 F=0 F 0.00 PE 0.00 BN6 C120 T 8.00 PF 0.32 46 148D0 38.63 2.227 L 6.50 0.0850 PT 22.20 (148) O 115.28 F=0 F 0.00 PE 0.00 BN6 C120 T 6.50 PF 0.55 143 46 2.727 L 1.50 0.0317 PT 22.75 ( 46) O 115.28 F=0 F 0.00 PE 0.00 BN5 C120 T 1.50 PF 0.05 138 143D0 39.14 2.727 O 154.42 133 138D0 39.51 2.727 Q 193.93 L 8.00 0.0544 PT 22.80 (143) F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0.44 L 8.00 0.0830 PT 23.24 (138) F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0.66 41 133D0 40.06 2.727 L 3.50 0.1175 PT 23.90 (133) 0 233.99 F=0 F 0.00 PE 0.00 BN5 C120 T 3.50 PF 0.41 128 41 4.352 L 4.50 0.0121 PT 24.31 ( 41) O 233.99 F=0 F 0.00 -- PE 0.00 BN1 C120 T 4.50 PF 0.05 22 128D0 40.44 4.352 L 0.08 0.0162 PT 24.36 (128) 0 274.43 F=T F 34.00 PE 0.00 _ BN1 C120 T 34.08 PF 0.55 , . PT 24.91 ( 222 SUBMiTTAL SERIAL NO:2454H-09 10-02-1995 PAGE 6 Gatrway 10 / JAS Warehouse Area F,ROM TO ° FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 152- 157 Q 38.52 2.227 L 6.00 0.0112 PT 22.07 (157) F=0 F 0.00 PE 0.00 BN6 C120 T 6.00 PF 0.07 147 1520Q 38.58 2.227 L 8.00 0.0404 PT 22.14 (152) Q 77.10 F=0 F 0.00 PE 0.00 BN6 C120 T 8.00 PF 0.32 45 1470Q 38.86 2.227 L 6.50 0.0859 PT 22.46 (147) O 115.96 F=0 F 0.00 PE 0.00 BN6 C120 T 6.50 PF 0.56 142 45 2.727 L 1.50 0.0320 PT 23.02 ( 45) O 115.96 F=0 F 0.00 PE 0.00 BN5 C120 T 1.50 PF 0.05 137 14200 39.37 2.727 Q 155.33 132 13700 39.74 2.727 O 195.07 40 132D0 40.30 Q 235.36 127 40 Q 235.36 L 8.00 0.0550 PT 23.07 (142) F=0 F 0.00 PE 0.00 BN5 C120 T 8.00 PF 0~44 L 8.00 0.0839 PT 23.51 (137) F=0 F 0.00 PE 0~00 BN5 C120 T 8.00 PF 0.67 2.727 L 3.50 0.1187 PT 24.18 (132) F=0 F 0.00 PE 0.00 BN5 C120 T 3.50 PF 0.42 4.352 L 4.50 0.0122 PT 24.60 ( 40) F=0 F 0.00 PE 0.00 BN1 C120 T 4.50 PF 0.05 21 12700 40.68 4.352 L 0.08 0.0164 PT 24.65 (127) O 276.04 F=T F 34.00 PE 0.00 BN1 C120 T 34.08 PF 0.56 PT 25.21 ( 21) 123 126 O 38.33 L 8.00 0.0111 PT 21.85 (126) F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.09 118 12300 38.40 2.227 L 8.00 0.0400 PT 21.94 (123) O 76.73 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.32 37 11800 38.68 2.227 L 4.00 0.0852 PT 22.26 (118) O 115.41 F=0 F 0.00 PE 0.00 BN3 C120 T 4.00 PF 0.34 113 37 2.727 L 4.00 0.0318 PT 22.60 ( 37) Q 115.41 F=0 F_ 0.00 PE 0.00 ' 4 ^ BN2 C120 T 4.00 PF 0.13 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 7 Gatrway 10 / JAS Warehouse Area FIROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 11b8 113D0 39.08 2.727 Q 154.49 103 108D0 39.45 2.727 Q 193.93 L 8.00 0.0545 PT 22.73 (113) F=0 F 0.00 PE 0.00 BN2 C120 T 9.00 PF 0.44 L 8.00 0.0830 PT 23.17 (108) F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.66 32 103D0 40.00 2.727 L 4.00 0.1174 PT 23.83 (103) Q 233.93 F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.47 23 32 4.352 L 3.92 0.0121 PT 24.30 ( 32) O 233.93 F=T F 34.00 PE 0.00 BN1 C120 T 37.92 PF 0.46 13 23D0 273.53 4.352 L 0.75 0.0505 PT 24.76 ( 23) O 507.46 F=T F 34.00 PE 0.32 NR C120 T 34.75 PF 1.75 PT 26.83 ( 13) 122 125 O 38.45 2.227 L 8.00 0.0112 PT 21.99 (125) F=V F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.09 117 122D0 38.53 2.227 L 8.00 0.0403 PT 22.08 (122) O 76.98 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.32 36 117D0 38.81 2.227 L 4.00 0.0857 PT 22.40 (117) O 115.79 F=0 F 0.00 PE 0.00 BN3 C120 T 4.00 PF 0.34 ^ 112 36 2.727 L 4.00 0.0320 PT 22.74 ( 36) O 115.79 F=0 F 0.00 PE 0.00 BN2 C120 T 4:00 PF 0.13 107 11200 39.21 2.727 Q 155.00 102 107D0 39.58 2.727 O 194.57 L 8.00 0.0548 PT 22.87 (112) F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.44 L 8.00 0.0835 PT 23.31 (107) F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.67 31 102D0 40.13 2.727 L 4.00 0.1181 PT 23.98 (102) O 234:71 F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.47 22 31 Q 234.71 4.352 L 3.92 0.0121 PT 24.45 ( 31) F=T F 34.00 PE 0.00 BN1 C120 T 37.92 PF 0.46 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 8 '8atrway 10 / JAS Warehouse Area t -ROM TO ° FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 12 22D0 274.43 4.352 L 0.75 0.0508 PT 24.91 ( 22) Q 509.14 F=T F 34.00 PE 0.32 NR C120 T 34.75 PF 1.77 PT 27.00 ( 12) 121 124 Q 38.68 2.227 L 8.00 0.0113 PT 22.25 (124) F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.09 116 121Q0 38.76 2.227 L 8.00 0.0407 PT 22.34 (121) Q 77.44 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 0.33 35 116DQ 39.04 2.227 L 4.00 0.0867 PT 22.67 (116) Q 116.47 F=0 F 0.00 PE 0.00 BN3 C120 T 4.00 PF 0.35 111 35 2.727 L 4.00 0.0323 PT 23.02 ( 35) Q 116.47 F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.13 106 111D0 39.44 2.727 O 155.91 101 106D0 39.81 2.727 O 195.72 L 8.00 0.0554 PT 23.15 (111) F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.44 L 8.00 0.0844 PT 23.59 (106) F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.68 30 101D0 40.37 2.727 L 4.00 0.1194 PT 24.27 (101) O 236.08 F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.48 21 30 4.352 L 3.92 0.0123 PT 24.75 ( 30) O 236.08 F=T F 34.00 PE 0.00 BN1 C120 T 37.92 - PF' 0.47 11 21D0 276.04 4.352 ` L 0.75 0.0514 PT 25.22 ( 21) O 512.13 F=T F 34.00 PE 0.32 NR C120 T 34.75 PF 1.79 PT 27.33 ( 11) 39 120 115 39 O 40.25 O 40.25 2.067 L 4.00 0.0174 PT 24.09 (120)_ F=0 F 0.00 PE '0.00 BN3 C120 T 4.00 PF 0.07 2.727 - L 4.00 0.0045 PT 24.16 ( 39) F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.02 _ 110 115D0 40.32 2.727 L 8.00 0.0163 PT 24.18 (115) Q 80.57 F=0 F 0.00 PE 0.00 ^ ` BN2 C120 T 8.00 - PF 0.13 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 9 'Gatrway 10 / JAS Warehouse Area FROM TO ~ FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 105 110D0 40.43 2.727 Q 121.00 L 8.00 0.0347 PT 24.31 (110) F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.28 34 105D0 40.65 2.727 L 4.00 0.0593 PT 24.59 (105) O 161.65 F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.24 34 O 161.65 4.352 L 3.92 0.0061 PT 24.83 ( 34) F=T F 34.00 PE 0.00 BN1 C120 T 37.92 PF 0.23 15 25D0 274.45 4.352 L 0.75 0.0381 PT 25.06 ( 25) O 436.11 F=T F 34.00 PE 0.32 NR C120 T 34.75 PF 1.32 PT 26.70 ( 15/ 38 119 114 38 O 40.26 O 40.26 109 114D0 40.33 O 80.59 2.067 L 4.00 0.0175 PT 24.11 (119) F=0 F 0.00 PE 0.00 BN3 C120 T 4.00 PF 0.07 2.727 L 4.00 0.0045 PT 24.18 ( 38) F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.02 2.727 L 8.00 0.0164 PT 24.20 (114) F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.13 104 109D0 40.44 2.727 Q 121.03 L 8.00 0.0347 PT 24.33 (109) F=0 F 0.00 PE 0.00 BN2 C120 T . 8.00 PF 0.28 33 104D0 40.67 2.727 L 4.00 0.0593 PT 24.61 (104) O 161.70 F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.24 24 33 4.352 L 3.92 0.0061 PT 24.85 ( 33) O 161.70 F=T F 34.00 PE 0.00 BN1 C120 T 37.92 PF 0.23 14 24D0 275.45 4.352 L 0.75 0.0383 PT 25.08 ( 24) O 437.15 F=T F 34.00 PE 0.32 NR C120 T 34.75 PF 1.33 PT 26.73 ( 14) 14 15 8.249 L 12.25 0.0017 PT 26.74 ( 15) O 436.11 F=0 F 0.00 PE 0.00 FM2 C120 T 12.25 PF 0.02 13 14D0 437.15 8.249 L 12.25 0.0061 PT 26.76 ( 14) O 873.25 F=0 F 0.00 PE 0.00 ' ' ' FM2 C120 T 12.25 PF 0.07 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 10 8atrway 10 / JAS Warehouse Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 612 13D0 507.46 8.249 Q 1380.71 11 12D0 509.14 8.249 O 1889.85 10 11DQ 512.13 8.249 O 2401.98 L 12.25 0.0143 PT 26.83 ( 13) F=0 F 0.00 PE 0.00 FM2 C120 T 12.25 PF 0.18 L 12.25 0.0255 PT 27.01 ( 12) F=0 F 0.00 PE 0.00 FM2 C120 T 12.25 PF 0.31 L 12.25 0.0398 PT 27.32 ( 11) F=0 F 0.00 PE 0.00 FM2 C120 T 12.25 PF 0.49 5 10D0 42.89 8.249 L 79.92 0.0411 PT 27.81 ( 10) O 2444.87 F=E,T F 61.00 PE 0.00 FM2 C120 T 140.92 PF 5.79 4 5 8.249 L 49.42 0.0411 PT 33.60 ( 5) O 2444.87 F=E F 15.00 PE 0.00 FM1 C120 T 64.42 PF 2.65 3 4 8.249 L 9.71 0.0411 PT 36.25 ( 4) Q 2444.87 F=E F 15.00 PE 0.00 FM1 C120 T 24.71 PF 1.02 2 3 8.249 L 23.00 0.0411 PT 37.27 ( 3) O 2444.87 F=CV,GV F 49.00 PE 9.96 FR C120 T 72.00 PF 2.96 1 21)0 150.00 8.270 L 32.00 0.0341 PT 50.19 ( 2) O 2594.87 F=T,E,GV F 71.00 PE 0.00 UN C140 T 103.00 PF 3.51 0 1D0 750.00 8.270 / L 212.00 0.0545 PT 53.70 ( 1) Q 3344.87 F=T,GV F 53.00 PE 0.00 UN C140 T 265.00 PF 14.44 PRESSURE AVAILABLE AT NODE 0 AT 3344.9 GPM MAXfMUM PRESSURE UNBALANCE IN LOOPS 0.089 PSI PT 68.14 ( 0) 69.3 PSI ATRIOT FIRE PROTECTION HYDRAULIC DESIGN INFORMATION SHEET NAME Gai-c_wow 10 / R5 LOCATION 3514 South MTh S4-recf T,Ikw:1a \AlA 9$16$ BUILDING Na CONTRACTOR 5 G R CALCULATED BY Bob Far -the -x.3 CONSTRUCTION: ® COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY 16T FLoo r O c.e DATE Or}ober Z) lga5 SYSTEM NO. CONTRACT NO. 11.044 I DRAWING NO. 1 of I CEILING HEIGHT Vg►ries FT SYSTEM DESIGN NFPA 13: ❑ NFPA 231 ❑ OTHER (Specify) in SPECIFIC RULING ❑ LT. HAZ. ❑ NFPA 231C: .171 .3000 ORD. HAZ. GP. 0 1 0 2 0 3 FIGURE CURVE 0 EX. HAZ. MADE BY 145R B DATE AREA OF SPRINKLER OPERATION ENTIRE AREA DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE CALCULATION SUMMARY .17 GPM 13056:1FT iiwa ISO GPM 600 GPM SYSTEM TYPE up WET 0 DRY 0 DELUGE ❑ PRE -ACTION SPRINKLER OR NOZZLE MAKE RELIRBIS, MODEL Cm Re.ce.csed SIZE 1 Z" K-FACTORr-62 TEMPERATURE RATING Ib.5 GPM REQUIRED 11 5 4.0 I PSI REQUIRED 67. -32- AT BASE OF RISER UNDERGROUND 140 "C" FACTOR USED: OVERHEAD 12.0 WATER SUPPLY WATER FLOW TEST DATE & TIME STATIC PSI 110 RESIDUAL PSI qO GPM FLOWING ELEVATION 227 q 0 PUMP DATA RATED C - CITY AT PSI ELEVATION K OR RESERVOIR CAPACIT ELEVATION WELL PROOF FLOW LOCATION S i + SOURCE OF INFORMATION 1415R13 COMMODITY STORAGE COMMODI STORAGE HEIGH STORAGE METHOD: SOLID CLASS LOCATION AREA AISLE WIDTH % • PALLETIZED % RACK U cc ❑ SINGLE ROW 0 CONVENTIO ❑ DOUBLE ROW 0 SLAVE PALLET ❑ MULTIPLE ROW LLET ❑ AUTOMATIC STORAGE 0 ENCAPSULATED ❑ SOLID SHELVING 0 NON - EN • ENCAPSULATED FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE HORIZONTAL BARRIERS PROVIDED CLEARANCE FROM STORAGE TO CEILING FT. - IN. - HYDRAULIC CALCULATIONS SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 1 bateway 10 / JAS Office Area Density = .17 GPM / 3000 SQ FT FLOW TEST RESULTS STATIC RESIDUAL AT 2279.0 GPM PRESSURE AVAILABLE AT 1759.0 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 301 31.62 19.04 5.62 31.65 302 30.40 19.04 5.62 29.25 303 29.95 19.04 5.62 28.41 304 29.79 19.04 5.62 28.10 305 32.65 20.40 5.62 33.75 306 28.29 14.87 5.62 25.33 307 29.36 14.87 5.62 27.30 308 33.65 14.87 5.62 35.85 309 33.03 14.87 5.62 34.55 310 32.57 14.87 5.62 33.59 311 32.54 19.04 5.62 33.53 312 32.45 19.04 5.62 33.33 313 34.57 20.40 5.62 37.84 314 30.74 19.38 5.62 29.92 315 28.68 14.87 5.62 26.05 316 27.48 19.72 5.62 23.92 317 26.96 19.72 5.62 23.01 318 26.96 20.17 5.62 23.01 319 31.44 14.87 5.62 31.29 320 30.61 20.17 5.62 29.66 321 33.51 14.87 5.62 35.56 322 25.62 16.32 5.62 20.77 323 24.50 20.40 5.62 19.00 324 23.83 20.40 5.62' 17.98 325 23.24 20.40 5.62 17.10 326 23.08 20.40 5.62 16.86 327 26.26 16.32' 5.62 21.83 328 24.38 20.40 5.62 18.82 329 23.04 20.40 5.62 16.81 330 21.38 20.40 5.62 14.47 331 20.40 20.40 5.62 13.18 332 18.74 14.87- 5.62 ' 11.12 333 17.94 14.87 5.62 10.19 334 30.25 17.00 5.62 28.98 335 -29.48 17.00 5.62 27.51 336 29.62 18.77 5.62 27.79 110.00 PSI 90.00 PSI 97.61 PSI SUBMITTAL SERIAL NO:2454H-09 Gateway 10 / JAS Office Area ~ ' TAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 2 OUTFLOWS AT 1 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS 1,009.01 GPM 150.00 GPM 600.00 GPM 1,759.01 GPM 72.50 PSI 0.078 PSI 10-02-1995 PAGE 2 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 3 Gateway 10 / JAS Office Area EROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 231 331 1.104 L 1.50 0.1052 PT 13.18 (331) Q 20.40 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.37 100 231 1.104 L 0.83 0.1052 PT 12.90 (231) Q 20.40 F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.61 PT 13.51 (100) 220 320 1.104 L 1.50 0.2229 PT 29.66 (320) O 30.61 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.78 88 220 1.104 L 1.00 0.2229 PT 29.79 (220) Q 30.61 F=T F 5.00 PE 0.00 AO C120 T 6.00 PF 1.34 219 88 1.542 L 24.00 0.0438 PT 31.13 ( 88) Q 30.61 F=0 F 0.00 PE 0.00 BN4 C120 T 24.00 PF 1.05 PT 32.18 (219) 233 333 1.104 L 0.50 0.0829 PT 10.19 (333) O 17.94 F=E F 2.00 PE -0.22 DR C120 T 2.50 PF 0.21 232 233 1.104 L 4.67 0.0829 PT 10.18 (233) O 17.94 F=3E F 6.00 PE 0.00 AO C120 T 10.67 PF 0.08 101 232D0 18.74 1.104 ` L 0.83 0.3116 PT 11.06 (232) O '36.68 F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 1.82 100 101 1.380 L 6.00 0.1051 PT 12.88 (101) O 36.68 F=0 F 0.00 PE 0.00 BN6 C120 T 6.00 PF 0.63 99 100D0 20.40 1.542 L 10.00 0.1387 PT 13.51 (100) Q 57.08 F=0 F 0.00 PE 0.00 BN6 C120 T 10.00 PF 1.39 98 9-D0 21.38 1.542 L 10.00 0.2499 PT 14.90 ( 99) Q 78.46 F=0 F 0.00 PE 0.00 - BN6 C120 T 10.00 PF 2.50 97 98D0 23.04 1.752 L 10.00 0.2161 PT 17.40 ( 98) Q 101.50 F=0 F 0.00 PE 0.00 BN6 C120 T 10.00 PF 2.16 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 4 Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY ' LEN/FT PSI "96 97D0 24.38 1.752 L 10.00 0.3218 PT 19.56 ( 97) 0 125.88 F=0 F 0.00 PE 0.00 BN6 C120 T 10.00 PF 3.22 112 961)0 26.26 1.752 L 1.00 0.4569 PT 22.78 ( 96) 0 152.14 F=0 F 0.00 PE 0.00 EINE C120 T 1.00 PF 0~46 95 112 2.067 L 3.50 0.2042 PT 23.24 (112) Q 152.14 F=T F 10.00 PE 0.00 BN6 C120 T 13.50 PF 2.76 PT 26.00 ( 95) 226 326 94 226 O 23.08 Q 23.08 1.104 L 1.50 0.1322 PT 16.86 (326) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.46 1.104 L 0.83 0.1322 PT 16.67 (226) F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.77 93 94 1.542 O 23.08 92 93D0 23.24 O 46.32 91 92D0 23.83 O 70.15 90 91DQ 24.50 O 94.65 1.542 1.752 1.752 111 90D0 25.62 1.752 O 120.27 89 111 O 120.27 219 319 Q 31.44 110 219D0 30.61 Q 62.05 L 10.00 0.0260 PT 17.44 ( 94) F=0 F 0.00 PE 0.00 BN5 C120 T 10.00 PF 0.26 L 10.00 0.0943 PT 17.70 ( 93) F=0 F 0.00 PE 0.00 BN5 C120 T 10.00 PF 0.94 L 10.00 0.1091 PT 18.64 ( 92) F=0 F 0.00 PE 0.00 BN5 C120 T 10.00 PF 1.09 L 10.00 0.1899 PT 19.73 ( 91) F=0 F 0.00 PE 0.00 BN5 C120 T 10.00 PF 1.90 L 1.00 0.2957 PT 21.63 ( 90) F=0 F 0.00 PE 0.00 BN5 C120 T 1.00 PF 0.30 1.610 L 2.50 0.4464 PT 21.93 (111) F=T F 8.00 PE 0.00 BN5 C120 T 10.50 PF 4.E8 - PT 26.62 ( 89) 1.104 L 1.50 C7.2342 PT 31.29 (319) F=T F 5.00 PE -0.65 DR C120 T 6.50 PF 1.52 1.542 L 7.17 0.1619 PT 32.16 (219) F=0 F 0.00 PE 0.00 BN4 C120 T 7.17 PF 1.16 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 5 'Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY ^ LEN/FT PSI ° 67 110 1.380 L 4.00 0.2780 PT 33.32 (110) Q 62.05 F=T F 6.00 PE 0.00 BN4 C120 T 10.00 PF 2.78 PT 36.10 ( 67) 236 336 1.104 L 1.50 0.2099 PT 27.79 (336) Q 29.62 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.73 104 236 1.104 L 2.00 0.2099 PT 27.87 (236) O 29.62 F=E F 2.00 PE 0.00 AO C120 T 4.00 PF 0.84 103 104 1.452 L 6.00 0.0553 PT 28.71 (104) O 29.62 F=0 F 0.00 PE 0.00 BN7 C120 T 6.00 PF 0.33 PT 29~04 (103) 235 335 1.104 L 1.50 0.2079 PT 27.51 (335) O 29.48 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.73 103 235 1.104 L 2.00 0.2079 PT 27.59 (235) Q 29.48 F=T F 5.00 PE 0.00 AO C120 T 7.00 PF 1.46 102 103D0 29.62 1.452 L 8.00 0.1983 PT 29.05 (103) O 59.10 F=0 F 0.00 PE 0.00 BN7 C120 T 8.00 PF 1.59 PT 30.64 (102) 234 334 1.104 L 1.50 0.2182 PT 28.98 (334) Q 30.25 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0~76 102 234 1.104 L 2.00 0.2182 PT 29.09 (234) O 30.25 F=T F 5.00 PE 0.00 AO C120 T 7.00 PF 1.53 69 102DQ 59.10 1.452 L 1.17 0.4260 PT 30.62 (102) Q 89.35 F=T F 6.00 PE 0.00 - BN7 C120 T 7.17 PF 3.05 PT 33.67 ( 69) 232 332 1.104 L 1.50 0.0900 PT 11.12 (332) Q 18.74 F=T F 5.00 PE -0.65 DR C120 T 6.50 PF 0.58-` PT 11.05 (232) 230 330 1.104 L 1.50 0.1148 PT 14.47 (330) O 21.38 F=E F 2.00 PE -0.65 DR C120 -T 3.50 PF 0.40 V SUBMITTAL SERIAL NOx2454H-09 10-02-1995 PAGE 6 Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY o LEN/FT PSI o S9 230 1.104 L 0.83 0.1148 PT 14.22 (230) Q 21.38 F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.67 PT 14.89 ( 99) 229 329 98 229 Q 23.04 Q 23.04 228 328 97 228 O 24.38 Q 24.38 227 327 96 227 Q 26.26 Q 26.26 1.104 L 1.50 0.1318 PT 16.81 (329) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.46 1.104 L 0.83 0.1318 PT 16.62 (229) F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.77 PT 17.39 ( 98) 1.104 L 1.50 0.1464 PT 18.82 (328) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.51 1.104 L 0.83 0.1464 PT 18.68 (228) F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.85 PT 19.53 ( 97) 1.104 L 1.50 0.1679 PT 21.83 (327) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.59 1.104 L 0.83 0.1679 PT 21.77 (227) F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.98 PT 22.75 ( 96) 225 325 1.104 L 1.50 0.1340 PT '17.10 (325) O 23.24 F=E F 2.00 PE -0.65 DRC120 T 3.50 PF 0.47 93 225 1.104 L 0.83 0.1340 PT 16.92 (225) Q 23.24 'F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.78 PT 17.70 ( 93) 224 324 92 224 Q 23.83 223 323 O 24.50 1.104 L 1.50 0.1403 PT 17.98 (324) F=E F 2.00 PE -0.65 DR C120 T .3.50 PF 0.49 1.104 L 0.83-0.1403 PT 17.82 (224) F=T F 5.00 PE ().00 AO C120 T 5.83 PF 0.82 PT 18.64 ( 92) 1.104 L 1.50 0.1477 PT 19.00 (323) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.52 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 7 Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY , LEN/FT PSI 91 223 1.104 L 0.83 0.1477 PT 18.87 (223) Q 24.50 F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.86 PT 19.73 ( 91) 222 322 1.104 L 1.50 0.1604 PT 20.77 (322) O 25.62 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.56 90 222 1.104 L 0.83 0.1604 PT 20.68 (222) Q 25.62 F=T F 5.00 PE 0.00 AO C120 T 5.83 PF 0.94 PT 21.62 ( 90) 221 321 1.104 L 1.50 0.2636 PT 35.56 (321) O 33.51 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.92 67 221 1.104 L 0.83 0.2636 PT 35.83 (221) O 33.51 F=0 F 0.00 PE 0.00 BN4 C120 T 0.83 PF 0.22 PT 36.05 ( 67) 218 318 1.104 L 1.50 0.1763 PT 23.01 (318) O 26.96 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.62 87 218 1.104 L 3.00 0.1763 PT 22.98 (218) O 26.96 F=T F 5.00 PE 0.00 AO C120 T 8.00 PF 1.41 86 87 1.542 L 10.00 0.0346 PT 24.39 ( 87) O 26.96 F=0 F 0.00 PE 0.00 BN3 C120 T 10.00 PF 0.35 PT 24.74 ( 86) 217 317 1.104 L 1.50 0.1763 PT 23.01 (317) O 26.96 ` F=E F 2.00 PE -0.65 DR C120 T '3.50 PF 0.62 86 217 1.104 L 5.00 0.1763 PT22.98 (217) O 26.96 F=T F 5.00 PE 0.00 AO C120 T 10.00 PF 1.76 _ 85 86D0 26.96 1.542 L 8.00 0.1249 PT 24.74 ( 86) Q 53.92 F=0 F 0.00 PE 0.00 BN3 C120 T 8.00 PF 1.00 PT 25.74 ( 85) 216 316 1.104 L 1.50 0.1827 PT 23.92 (316) O 27.48 F=E F 2.00 PE -0.65 DR C120 T 3.50 'PF 0.64 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 8 Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI * -85 216 O 27.48 1.104 L 5.00 0.1827 PT 23.91 (216) F=T F 5.00 PE 0.00 AO C120 T 10.00 PF 1.83 84 85D0 53.92 1.542 L 6.00 0.2675 PT 25.74 ( 85) O 81.40 F=0 F 0.00 PE 0.00 BN3 C120 T 6.00 PF 1.60 PT 27.34 ( 84) 215 315 1.104 L 1.50 0.1977 PT 26.05 (315) O 28.68 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.69 84 215 1.104 L 1.25 0.1977 PT 26.09 (215) Q 28.68 F=T F 5.00 PE 0.00 AO C120 T 6.25 PF 1.24 83 84D0 81.40 1.542 L 8.92 0.4676 PT 27.33 ( 84) Q 110.08 F=0 F 0.00 PE 0.00 6N3 C120 T 8.92 PF 4.17 PT 31.50 ( 83) 214 314 1.104 L 1.50 0.2248 PT 29.92 (314) O 30.74 F=E F 2.00 PE -0.65 DR r120 T 3.50 PF 0.79 83 214 1.104 L 1.25 0.2248 PT 30.06 (214) O 30.74 F=T F 5.00 PE 0.00 AO C120 T 6.25 PF 1.40 66 83D0 110.08 1.610 L 2.25 0.5977 PT 31.46 ( 83) O 140.83 F=TF ^ 8.00 PE 0.00 BN3 C120 T 10.25 PF 6.13 PT 37.59 ( 66) 213 313 1.104 L 1.50 0.2792 PT 37.84 (313) O 34.57 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.98 82 213 1.104 L 0.75 0.2792 PT 38.17 (213) 0 34.57 F=T F 5.00 PE 0.00 AO C120 T 5.75 PF 1.61 64 82 - 1.104 L 0.83 0.2792 PT 39.78 ( 82) O 34.57 F=T F 5.00 PE 0.00 - BN1 C120 T 5.83 PF 1.63 PT 41.41 ( 64) 212 312 1.104 L 1.50 0.2483 PT 33.33 (312) O 32.45 F=E F 2.00 PE -0.65 DR C120 T 3.50 PE 0.87 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 9 Gateway 10 / JAS Office Area FROM TO � 131 212 0 80 81 0 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 32.45 32.45 211 311 Q 32.54 1.104 L 1.25 0.2483 PT 33.55 (212) F=T F 5.00 PE 0.00 AO C120 T 6.25 PF 1.55 1.752 L 8.00 0.0262 PT 35.10 ( 81) F=0 F 0.00 PE 0.00 BN1 C120 T 8.00 PF 0.21 PT 35.31 ( 80) 1.104 L 1.50 0.2497 PT 33.53 (311) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0~87 80 211 1.104 L 1.25 0.2497 PT 33.75 (211) O 32.54 F=T F 5.00 PE 0.00 AO C120 T 6.25 PF 1.56 79 80D0 32.45 1.752 L 6.00 0.0947 PT 35.31 ( 80) O 64.99 F=0 F 0.00 PE 0.00 BN1 C120 T 6.00 PF 0.57 PT 35.88 ( 79) 210 310 1.104 L 1.50 0.2501 PT 33.59 (310) O 32.57 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.88 79 210 1.104 L 3.25 0.2501 PT 33.82 (210) O 32.57 F=T F 5.00 PE 0.00 AO C120 T 8.25 PF 2.06 78 79D0 64.99 1.752 L 2.00 0.2008 PT 35.88 ( 79) Q 97.56 F=0 F 0.00 ` PE 0.00 � BN1 120 T 2.00 PF 0.40 PT 36.28 ( 78) 209 309 ' ' 1.104 L 1.50 0.2567 PT 34.55 (309) O 33.03 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.90 78 209 1.104 L 0.75 0.2567 PT 34.80 (209) Q 33.03 F=T F 5.00 PE 0.00 AO C120 T 5.75 PF 1.48 - 77 78D0 97.56 1.752 L 6.00 0.3444 PT 36.28 ( 78) O 130.59 F=0 F 0.00 PE 0.00 BN1 C120 T 6.00 PF 2.07 PT 38.35 ( 77) 208 308 Q 33.65 - 1.104 L 1.50 0.2657 PT 35.85 (308) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.93 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 10 'Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY i LEN/FT PSI .;77 208 1.104 L 3.25 0.2657 PT 36.13 (208) 0 33.65 F=T F 5.00 PE 0.00 AO C120 T 8.25 PF 2.19 64 77D0 130.59 2.067 L 3.17 0.2353 PT 38.32 ( 77) 0 164.24 F=T F 10.00 PE 0.00 BN1 C120 T 13.17 PF 3.10 PT 41.42 ( 64) 207 307 76 207 75 76 Q 29.36 Q 29.36 Q 29.36 206 306 1.104 1.104 1.104 L 1.50 0.2064 PT 27.30 (307) F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.72 L 0.75 0.2064 PT 27.37 (207) F=T F 5.00 PE 0.00 AO C120 T 5.75 PF 1.19 L 0.54 0.2064 PT 28.56 ( 76) F=0 F 0.00 PE 0.00 BN2 C120 T 0.54 PF 0.11 PT 28.67 ( 75) 1.104 L 0.50 0.1927 PT 25.33 (306) Q 28.29 F=E F 2.00 PE -0.22 DR C120 T 2.50 PF 0.48 75 206 1.104 L 5.00 0.1927 PT 25.59 (206) Q 28.29 F=T,3E F 11.00 PE 0.00 AO C120 T 16.00 PF 3.08 74 75D0 29.36 1.104 L 9.46 0.7192 PT 28.67 ( 75) Q 57.65 F=0 F 0.00 PE 0.00 BN2 C120 T 9.46 PF 6.80 PT 35.47 ( 74) 205 305 1.104 L 1.50 0.2512 PT 33.75 (305) O 32.65 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.88 74 205 1.104 L 0.75 0.2512 PT 33.98 (205) O 32.65 F=T F 5.00 PE 0.00 - AO C120 T 5.75 PF 1.44 65 74D0 57.65 1.452 L 0.83 0.4344 PT 35.42 ( 74) Q 90.30 F=T F 6.00 PE 0.00 BN2 C120 T 6.83 PF 2.97 PT 38.39 ( 65) 204 304 O 29.79 1.104 L 1.50 0.2121 PT 28.10 (304) F=E F 2.00 PE -0.65 UK C120 T 3.50 PF 0.74 1 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 11 'Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY ^ LEN/FT PSI /73 204 1.104 L 1.25 0.2121 PT 28.19 (204) O 29.79 F=T F 5.00 PE 0.00 AO C120 T 6.25 PF 1.33 72 73 1.542 L 8.00 0.0417 PT 29.52 ( 73) O 29.79 F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 0.33 PT 29.85 ( 72) 203 303 1.104 L 1.50 0.2142 PT 28.41 (303) O 29.95 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.75 72 203 1.104 L 1.25 0.2142 PT 28.51 (203) O 29.95 F=T F 5.00 PE 0.00 AO C120 T 6.25 PF 1.34 71 72D0 29.79 1.542 L 6.00 0.1510 PT 29.85 ( 72) O 59.75 F=0 F 0.00 PE 0.00 BN2 C120 T 6.00 PF 0.91 PT 30.76 ( 71) 202 302 1.104 L 1.50 0.2201 PT 29.25 (302) O 30.40 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.77 71 202 1.104 L 1.25 0.2201 PT 29.37 (202) O 30.40 F=T F 5.00 PE 0.00 AO C120 T 6.25 PF 1.38 70 71D0 59.75 1.542 L 8.00 0.3231 PT 30.75 ( 71) O 90.14 F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 2.58 PT 33.33 ( 70) 201 301 1.104 L 1.50 0.2368 PT 31.65 (301) O 31.62 F=E F 2.00 PE -0.65 DR C120 T 3.50 PF 0.83 70 201 1.104 L 1.25 0.2368 PT 31.83 (201) O 31.62 F=T F 5.00 PE 0.00 AO- C120 T 6.25 PF 1.48 65 70D0 90.14 1.610 L 3.17 0.4567 PT 33.31 ( 70) O 121.76 F=T F 8.00 PE 0.00 BN2 C120 T 11.17 PF 5.10 PT 38.41 ( 65) 106 69 O 89.35 2.154 L 6.00 0.0624 PT 33.68 ( 69) F=0 F 0.00 PE 0.00 FM4 C120 T 6.00 PF 0.37 SUBMITTAL SERIAL NO:2454H-09 10-02-1995 PAGE 12 'Gateway 10 / JAS Office Area FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY i LEN/FT PSI ~ 0 89.35 F=0 F 0.00 PE 0.00 FM4 C120 T 0.50 PF 0.00 105 65 2.227 L 11.50 0.2625 PT 38.43 ( 65) O 212.06 F=0 F 0.00 PE 0.00 FM4 C120 T 11.50 PF 3.02 64 105 3.352 L 0.50 0.0358 PT 41.45 (105) O 212.06 F=0 F 0.00 PE 0.00 FM4 C120 T 0.50 PF 0.02 63 64D0 198.81 3.352 L 5.00 0.1218 PT 41.47 ( 64) O 410.87 F=T F 26.00 PE 0.00 FM4 C120 T 31.00 PF 3.78 PT 45.25 ( 63) 89 95 2.727 L 12.00 0.0530 PT 25.95 ( 95) O 152.14 F=0 F 0.00 PE 0.00 FM5 C120 T 12.00 PF 0.64 68 89D0 120.27 2.727 L 26.00 0.1556 PT 26.59 ( 89) Q 272.41 F=T F 22.00 PE 0.00 FM5 C120 T 48.00 PF 7.47 67 68D0 89.35 3.352 L 5.50 0.0963 PT 34.06 ( 68) O 361.76 F=2E F 16.00 PE 0.00 FM4 C120 T 21.50 PF 2.07 66 67D0 95.56 3.352 L 10.00 0.1485 PT 36.13 ( 67) O 457.32 F=0 F 0.00 PE 0.00 FM4 C120 T 10.00 PF 1.48 63 66DQ 140.83 3.352 L 5.25 0.2441 PT 37.61 ( 66) O 598.15 F=T F 26.00 PE- 0.00 FM4 C120 T 31.25 PF 7.63 62 63D0 410.87 4.352 L 3.00_0.1801 PT 45.24 ( 63) O 1009.01 F=E F 11.00' PE 0.00 FM3 C120 T 14.00 PF 2.�2 61 62 4.352 L 15.00 0.1801 PT 47.76 ( 62) O 1009.01 F=E F 11.00- PE -6.49 FM3 C120 T 26.00 PF 4.68 60 61 Q 1009.01 4.352 L 2.88 0.1801 PT 45.95 ( 61) F=T,E F 45.00 PE 0.00 FM3 C120 T 47.88 PF 8.62 5 60 8.249 L 124.88 0.0080 PT 54.57 ( 60) _ O 1009.01 F=T,E F 61.00 PE 0.00 FM2 C120 T 185.88 -PF 1.49 SUBM4TTAL SERIAL NQ:2454N-09 10-02-4995 PAGE 13 Gateway 10 / JAS Office Area FROM TO � � � �4 5 FLOW DIAM EQUIV P -LOGS PRkSSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI Q 1009.01 3 4 Q 1009.01 8.249 L 49.42 0.0080 PT 56.06 ( 5) F=E F 15.00 PE 0.00 FMI C120 T 64.42 PF 0.52 8.249 L 9.71 0.0080 PT 56.58 ( 4) FMI C120 T 24.71 PF 0.20 2 3 8.249 L 23.00 0.0080 PT 56.78 ( 3) Q 1009.01 F=CV,GV F 49.00 PE 9.96 FR C120 T 72.00 PF 0.58 1 2D0 150.00 8.270 L 32.00 0.0077 PT 67.32 ( 2) Q 1159.01 F=T»EvGV F 71.00 PE 0.00 UN C140 T 103.00 pr 0.79 0 1D0 600.00 8.270 L 212.00 0.0166 PT 68.11 ( 1) Q 175S.01 F=T,GV F 53.00 PE 0.00 UN C140 T 265.00 PF 4~40 PRESSURE AVAILABLE AT NODE 0 AT 1759.0 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.078 PGI " PT 7Z. 1 ( 0) 97.6 PSI m ? 111 kr° tcL LNEC St-toic.e \N tfee-toce- MINI- tit 121J ?"3 Srata5C ki,/ im Kul IT r los.° c,FPL t ALARM SERVICES itth Ave. S.W. &Attie, WA P81164412 Aot.)ci'3•7 (e - - • 1141,[11.1.rn WIJED (%7 b<19. OtruititiSi 616 tieett2 (60') -WOW:CUT U(101 NI I Viirev/T 44 Of) ViAL FILL 41 FSPIX \<- W.1'10 Ct$01-14 '4w CV) Cf) .4. 1.11/A/A ZA 401,1111, f 7.1,/, 1 4,Adiovvymemdizz cS CC o z>. w rd ert ul MAR 1993 42Ih-bH10) otfuNi vioh-ti4 mu; IJblL ILP'1 111111/1 • ACCEPTED I © • ASTNOT DHOUT C NM RED MENTS. . .PER THE ATTACHED LETTER TIIS dr firings affixed hereto have been reviewe and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these Jr wings aft -r this date will void this acce,.;..n e ani .gill require a resubrnittal of revisei :irtvings. Final acceptance is su'l{P.:;t `oi- inspection by a representative tnis department /3 BY:a??- CITY OF Tt 575-44o; l DATE,;/ //S35- e'rr/fff 5. c(15' . ILE TUK14/11A FIRE DEPARTMENT Please call: 575.4407 and giivee this job No. L _..__/ and exact address for shut- down or restoration approval. V' G(t(c770NS"/ %t5%ier: . Tr ; ub WITHC°U T COMMENTS. AS N.: ;'ED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been "evi3wed and accepted by the City of ruk„il,3 Fire De;;t. Additions, deletions r : •ri :.- s L•:, thr::se drawings after this H phi = :acceptance and Will of revised drawings. i.. .... _ . , . iect to field- "> • ; :.. re5entative of this JAT_:A/r7fy`o :Y: 7K°r,L IT Cit 1' i i L A P.,C; Installing and servicing company: NORTHWEST ALARM SERVICES, INC. 3026 -39th Ave. S. W. Seattle, Washington 98116-3412 License: NORTHAS-158PU iio'IAC t4 1 Et_L U Monitoring Company: Alarm Center, Inc. Lacey, Wash. C! F 1 v Customer: BEDFORD PROPERTIES Site Location: Gateway North Bldg. 4 11535 E. Marginal Way Seattle, Wash. ri GCT U Jam'. ••• • 0-1 4.4 •?' r 4 LU 0 to SEE SHEET i-1 FOR - OFFICE ENLARGEMENT - - = GI:=1 OICE FIRST FLOC = 2,155 5P_ * SECOND FL OR # DOES NOT NCLUDE ST41R..S • • 4 _ 1 1 Northwest Communications & Alam, Inc. 2100.196051 SW • &MO 11)114 Map 0 PO Box 6217 Lynnwood 00.41.09400 44036 BOO 962.2220 • 206 771.6456 • Mk 623-3362 PAX 205 776.4191 • 1 .e. ; — — - - 31, —7 -Iv 12' / (S) 2‘4'-&" 9 " (1) -WAREHOUSE • 4 73- 2.-11 1/2" t 1 J ckT 21-111/21-- tro1-1 1/2" • DEMISING WALL, TYPE & =t-fi ® El® 5' SIDEUJALK 1/2" 240-6" (10) - ( H ) ;7•14 • ;72 at 24142" -4 • 2.-V-ro" IIRS OOrz, • 1 51-e?' 2'-5" 5'-1 (i)12 4 • . t, 241. 1 CY' 59 IC' 15' SCALE I/16" = a•_ ; 1 , STEPTO - TRAIL 5EE errE EP - A 10 LEGE 1\ i 0-34 wIT) D GENERAL ;•Lt ACCEPTED . WITHOUT COMMENTS. 1--E. AS NOTED IN RED - El PER THE ATTAC:-;ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Aiditions, detz;tions or revisions to these kawings after tis date will void this 3-:-.1otance and will require a resubmittal of revised draw Final acceptance is subject to field - inspection by a representative of this department DATE: /I/3061c CITY OF TUKWILA 575.4407 1 ttAi L 7 -IPE t - DOOR TfFE ROOM NumEER i. NAME wINDOw TYPE • -:,r1D0w7PriuT Ii •ir CONCRETE X=7XXX, j -7=TEEL. =JOE) 4 STEEL T,TUD /INSULATION ' STuD =HAIF. LINK FENCE SEPARATOR -FIECB 1111111ffiliillffilliffilll -7RENCh DRAIN 1111 - LEILumti 0 PF - E F EXIT • PIPE BOLLARD DIA CONCRETE uNLES NOTED OTHERWISE A FxPANcION JOIF4T - t REFRIGERATED DRINKING FOUNTAIN FILLE FIE ExTINGuISHEP TYPE - 2-A 10 EC •RECESIED IN OFFICE AREA ONLY) ILLUmINATED E)(IT SIGN ABOVE DOOR OP HANG FROM CEILING - DuPLE)( OUTLET TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 75:-[25 - and exact address for shut- down or restoration approval. 4-PLEX OUTLET - TELEPHENE JACK W/ MUD PING AND PULL 17,TRING 1-5X 70;7' FEr7-' 14 1 N jJi5- SILL AT H t 1 ND/OP RHDNE LL 70-6'H_ CLEAR - 6' W L_ r'r • (FOR FINI1,HES AND AINCOTING EE MARKL_DE.7_,CR I PT I ON 7 -A, GLASS TEmPE;?ED-IN WOOD FRAME. ROOM SCHED1E) • TILT -UP CONCRETE PANEL EXPOSED INS DE AND OUT. ILI-UP CONCRETE PANEL WITH 3 1/2' 24' O_C. WITH R -I1 FIBERGLASS BAT -1, CARRIER'. 5/8' GIP ED 4' ABOVE CEI INSULATION ABOvE 6' STEEL STUD (20GA-) t72 24' O_C_ WIT ED, EACH SIDE, R -I9 INSULATION w'ITH wARM SIDE TO 4- 10ABOVE SECOND FLO 1/2' :TEEL STUD (25GA) @ 24- 0.C_ ADE 4S0uND-IN-SULATE PEP PLAN) - - ,TEEL STUDS (25GA) T INSULATION, VAPOR ING FS 25 FACING 5/8' GYP. VAPOR BARRIER ON R ( ? TO ROOF) WITH 5/8' GYP. BD. -LumEINC, ALL S' TRACK wITH 3 i/E' TEEL STUD (250A) D 1.7_ WITH 5/8' wATEPPROOF GYP! BD EACH SIDE.- ,- OUND liATT IhrtjLATION FULL THICr- (PfOVIDE BACKING AS i/- STEEL =_TuD ,P_OGA) e 24' 0 C. --- EACH SIDE TO 1- 3'-6- wITH OAK CAP tEOUIRED WITH STEEL ANGE) O.E-HOuR WALL FROM FLOOR TO UNDERSI OI TP BD BOTH SIDES 3 1/2' ST • COUND INSULATE WALLS PEP PLAN_ c STEEL STUD: (20 GA ) 24' 0c EACH ''"IDE (INULATE LIKE TYPE 3 AT WITH 5/8' GYP BD. TIFFEN WALL AS E OF ROOF. TYPE 'X' EL STUDS @ 24' 0C. ULL HEIGHTw/5/8" GYP, ED. FFICE ONLY) < E 16' 0 C FROM MEZZANINE/ECpND FLOOR FRAMING /PLYWOOD .-A: PECJARED FOR SHEEP WALLS 5/8' GlfR_ BD. EACH SIDE R -I9 INSULATION V/vAPER FARRIER ON WARM -IDE (SEE STRUCTURAL) _ 6 ,7! 16' 0 C TO MEZZANINE/ECOND FLOOR FRAMING W/ 5/8' ED EACH -=_IDE SOUND INULATIO'4 WHERE SHON) EE =TRUFTURAL) g'Ej21-v_n_Nr• ttil= N0V20 1995 LI' 0 LJ8 - o . la •t -t ! 0 (09 tfl -2MrultrO 0 CO FORIVARDING "kl-VM=Amt$22=111A;V_Dt: EOL End Of Line F A C P Fire Alarm Control 0 Smoke Detector A N N Fire Annunciator - 0 Heat Detector P IV ' Post Indecator F 5 Flow Switch Or Duct Detector IS Tamper Switch 0 B Outside Bell Strobe P S Presure Switch V Mini Horn Strobe F Manuall Pull Stotion In I MiHorn ni - L Indecator Light Strobe Only ETrouble Indicator s • 1 .e. ; — — - - 31, —7 -Iv 12' / (S) 2‘4'-&" 9 " (1) -WAREHOUSE • 4 73- 2.-11 1/2" t 1 J ckT 21-111/21-- tro1-1 1/2" • DEMISING WALL, TYPE & =t-fi ® El® 5' SIDEUJALK 1/2" 240-6" (10) - ( H ) ;7•14 • ;72 at 24142" -4 • 2.-V-ro" IIRS OOrz, • 1 51-e?' 2'-5" 5'-1 (i)12 4 • . t, 241. 1 CY' 59 IC' 15' SCALE I/16" = a•_ ; 1 , STEPTO - TRAIL 5EE errE EP - A 10 LEGE 1\ i 0-34 wIT) D GENERAL ;•Lt ACCEPTED . WITHOUT COMMENTS. 1--E. AS NOTED IN RED - El PER THE ATTAC:-;ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Aiditions, detz;tions or revisions to these kawings after tis date will void this 3-:-.1otance and will require a resubmittal of revised draw Final acceptance is subject to field - inspection by a representative of this department DATE: /I/3061c CITY OF TUKWILA 575.4407 1 ttAi L 7 -IPE t - DOOR TfFE ROOM NumEER i. NAME wINDOw TYPE • -:,r1D0w7PriuT Ii •ir CONCRETE X=7XXX, j -7=TEEL. =JOE) 4 STEEL T,TUD /INSULATION ' STuD =HAIF. LINK FENCE SEPARATOR -FIECB 1111111ffiliillffilliffilll -7RENCh DRAIN 1111 - LEILumti 0 PF - E F EXIT • PIPE BOLLARD DIA CONCRETE uNLES NOTED OTHERWISE A FxPANcION JOIF4T - t REFRIGERATED DRINKING FOUNTAIN FILLE FIE ExTINGuISHEP TYPE - 2-A 10 EC •RECESIED IN OFFICE AREA ONLY) ILLUmINATED E)(IT SIGN ABOVE DOOR OP HANG FROM CEILING - DuPLE)( OUTLET TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 75:-[25 - and exact address for shut- down or restoration approval. 4-PLEX OUTLET - TELEPHENE JACK W/ MUD PING AND PULL 17,TRING 1-5X 70;7' FEr7-' 14 1 N jJi5- SILL AT H t 1 ND/OP RHDNE LL 70-6'H_ CLEAR - 6' W L_ r'r • (FOR FINI1,HES AND AINCOTING EE MARKL_DE.7_,CR I PT I ON 7 -A, GLASS TEmPE;?ED-IN WOOD FRAME. ROOM SCHED1E) • TILT -UP CONCRETE PANEL EXPOSED INS DE AND OUT. ILI-UP CONCRETE PANEL WITH 3 1/2' 24' O_C. WITH R -I1 FIBERGLASS BAT -1, CARRIER'. 5/8' GIP ED 4' ABOVE CEI INSULATION ABOvE 6' STEEL STUD (20GA-) t72 24' O_C_ WIT ED, EACH SIDE, R -I9 INSULATION w'ITH wARM SIDE TO 4- 10ABOVE SECOND FLO 1/2' :TEEL STUD (25GA) @ 24- 0.C_ ADE 4S0uND-IN-SULATE PEP PLAN) - - ,TEEL STUDS (25GA) T INSULATION, VAPOR ING FS 25 FACING 5/8' GYP. VAPOR BARRIER ON R ( ? TO ROOF) WITH 5/8' GYP. BD. -LumEINC, ALL S' TRACK wITH 3 i/E' TEEL STUD (250A) D 1.7_ WITH 5/8' wATEPPROOF GYP! BD EACH SIDE.- ,- OUND liATT IhrtjLATION FULL THICr- (PfOVIDE BACKING AS i/- STEEL =_TuD ,P_OGA) e 24' 0 C. --- EACH SIDE TO 1- 3'-6- wITH OAK CAP tEOUIRED WITH STEEL ANGE) O.E-HOuR WALL FROM FLOOR TO UNDERSI OI TP BD BOTH SIDES 3 1/2' ST • COUND INSULATE WALLS PEP PLAN_ c STEEL STUD: (20 GA ) 24' 0c EACH ''"IDE (INULATE LIKE TYPE 3 AT WITH 5/8' GYP BD. TIFFEN WALL AS E OF ROOF. TYPE 'X' EL STUDS @ 24' 0C. ULL HEIGHTw/5/8" GYP, ED. FFICE ONLY) < E 16' 0 C FROM MEZZANINE/ECpND FLOOR FRAMING /PLYWOOD .-A: PECJARED FOR SHEEP WALLS 5/8' GlfR_ BD. EACH SIDE R -I9 INSULATION V/vAPER FARRIER ON WARM -IDE (SEE STRUCTURAL) _ 6 ,7! 16' 0 C TO MEZZANINE/ECOND FLOOR FRAMING W/ 5/8' ED EACH -=_IDE SOUND INULATIO'4 WHERE SHON) EE =TRUFTURAL) g'Ej21-v_n_Nr• ttil= N0V20 1995 LI' 0 LJ8 - o . la •t -t ! 0 (09 tfl -2MrultrO 0 CO FORIVARDING "kl-VM=Amt$22=111A;V_Dt: • • ,t ▪ • _ - STAIRS 10 R 6 = 5.-45 1/2ut 9 T-6-11" = 8' 3" 11 R * 6.81o' a • -3 1/2" 10 T *11" a91-2" 4.-42" x2' 11.-S" WAREHOUSE 2 5' • '-cz" A • 2 1 ) \ 12UNCi-4 4,-3" OFFICE F51 (,i1 MICRO STAIRS 11 10 R 6 &.24:?" • 5.-8 1/2"± T 6 11" • 11 R C2.86" • 'S.-3 1/2" 10 T 6 11" ' • -b" HANDRAILS ON 130Th4 SIDES /1\ e. OFFICE F41 RECEIPT. 111111= - NO 1NSUL. qpj et. 4 4 44 44 4 4 4 4 4 4 4 4 4 4 3) FIRST FLOOR FLAN 0' 5' 10' 15' 25' 35' SCALE 1/8" = NOTES, FLUSi-ISTUD WALL TO INSIDE OF STEEL COLUMN ON GRIL -i 5.3 OFFICE 2155 SF. EXCLUDING STAIRS r 4 , • STAIRS 10 R 6 6.8.V = 5.-8 1/2"± T * II" i 11 R 6 &236" = tS0-3 1/2" 10 T • 11" • HANDRAILS ON EAC i-1 SIDE 22'-b12" 3 I -/ DOLLIN 611. =MIN. 41•11.11M 1111=MIP 1111111111 gird 1.41142l/4 OFFICE 24 OFF 10E 23 It 41 1 -K-FURR OU— T COLUMNS OPEN OFFICE LIJ ti . n. , .., c., , I : ,r 4/...' .... l'-- ..4. -., . 1 3! ; /.--'"''. RE .6 C to.1 RC E '(' 44) I 1\------, ( "._ 1 ";) 6---Ir---tr—r—fr- ROD 4 4=---- ----..4- i-iELF I2b 1' t (Al fl R" 1/2"t 10 T 11" = 5'-2" ,-1,4NDRC.1L5 CN ECk LE OFEN OFFICE 2' L---WORKSTAT IONS T'r F. N LC.) SECOND FLOOR FLAN 0' 5' 10' 15' 25 35' SCALE iia" r -o" OFFICE 3000 F. EXCLUDING STAIRS 4 1 1' C 4 — .111•4110 1 r rapid r Mr•W • R51 fJ r‘l 3 e "TVP TYP • 4.4 IsiSE al GDP •4 9 0 RV to. 0 2.1 ' - --- and tor =shift') and to inspection to I nal accontium . 1 The Foregoing mments relate exc ly to the conditions =fire insurrincerratO determine schedules have beat-. - ivith and app Commissioner they hre no . . - • nstrued as bear question es to r ettten'tlue r liabIty i3r pers,xtal injury or V hazards which could cause, OLQ:i klenWied or •. nted Ck. .41 I Ono; Mean. rot:gam u 144u.N. _ ‘.2 ri 41tr▪ i.V11 r'41 lative ct c• -4-us under o TA -by g in any Pray s been exercised with respect to Gibla aVoroperty. 11 18 re4ognizedthat 45FtEib18 tUlitde to loss may mdst and not be gi FILE sur CS the _ 11 3 18E s I I\ _ %48 s OFIFICE I I. ... vs, ‘ ,`, 1.1 I 0 i [ 4)--' II 3 Q (1E' ri L t* RV .41 P.4 7 110 10-0 "-0 5r). :12 NOP t " La RI .01 3 :43 0"1 • 1/4-1 "3 a ISE Ft.51 0 0 •:o .1% ‘`-_,g Q la lb eJ -41 , 9 -11 SOP 0 I - • rti GRID 3 T EAR ,.t. ,-t_., tz. 2.- 1-V)3 7 k.? 5 6 HYDRAULIC REMOTE AREA 71-1l.5 5 6Ub SC.1 FT AREA HAS BEEN HYDRRULICRLLY LRLCUL RT ED TO F1 DENSITY or .39 GPM/0 FT TVP 7 8 vaE rJ 0 &IN ti 30 6L8 4 1 _ 4.Ss CIJ O 4 1• 7,j C. d 8 4 0 7 14 5 0 3. P.4 NON - FuLt_ uCsr__,HT 1../aLL _14z_ 7-1'4_4:4 eaPE FF14:7-E*- t4 -r r 4 ik 11 2_ \ NJ 3 5- 4'2_4_ 19 t'o f•4 11 6YNA306LB - Lye 1=1 I° - 0AFFICE REMOTE AREA tH I_) 1RCF1 lif13 BEEN CALCULATED TO il ENSIT V OF -17 GPM °Ver. THE EINITIP,E RCA 1 w1:71-11- [3TH TION.3 1 1 _ NON - FULL u G T _5 TORE f RCN T FIRST FLOOR OFFICE _SCALE = al I, --Li ‘11 1 4 1 RV 14 406 rt1 -€R RV 9 RN 12-3 0 c.1 a 5 I 0 131 1R V G • 30 Gc Li csi 3s6 0 12,E 4 -0 9 10 11 12 13 14 - R "10 .110 -.1 0 3. rj \ PLAN VIEW SCRLE 1,3", 12,CB 2:LE 7 0 RV 1 e •11-r, ir- ZZE rJpi1 1FI 10 0=4 s-1 - O' -3'L" as. Cc Ma:11 GRID 7 LEGEND RED 1 8" VIC_ FLANGE. 2.. E.3" VIC. 717 C.HELK VALVE. 3 8" MUELLER Fl?r1-75-6 MRS VALVE 43-1/ &CNA F" 753 ‘,../FILL POST INDICIIT OR 11ND POTTER RCVS -a TIqMPER _SWiT04, LI POTTER VSR-F FLOW _SLR TCH. 5 I" IN3FECTOR'S TEST VRLVE. 6 2" DRAIN VALVE. 7 REURI3LE MODEL. G CHECK VALVC, 8 PRESSURE GRU&E 9 POTTER 8" CLECTi-ZIC LIELL 24 V FIC, STORL FDC. OR I-1" NPT. SYSTEM DEMAND WRREHOUSE OFFICE GENERAL NOTES 1 FILL OFFICE CD LING t4Er3ritS TJ EE 2. FILL GROOVED COUPLINGS TO EE RIGID TYPE . LINO. 4 L5c11-127 GPM 50_ Icl F_SI 1159.01 GPM 267 32 PSI L.• /Rs= F IC-- 0 - Fr Ls K C.P.10 7 RV 11: ; FI FF I Ft_ EX l• 4 " (-'-'9) I - , RISER DETAIL _SCFILE v= 1: a '6 5'Bx2S's 6LB 1,1 0 ••••• rxj RN/ c.1 to 2.- 0 - I - 0111---11110 L POST INCirLfITC7H ELECTRIC 2.Et_r_ Tort.7_ FOC _-0 r tf;- J9 7 x tI - IL. T11 r4 N EX1_STING. BUILDING .4/ Ft_ 100 T3"1. 0.11,- 0.C. - RV Ftv 9 19-0 ,1 30 GLB 49 c74 9 9 7 FtV RV 0 12-3 C" CENC_Pi= Tr: TILT -UP PANEL,/ TYP EXTERIOR Ll/ILL ....•••••• 13 RV 4 9 RN/ 4 _staff -L. Fr_ F•W STF TIC Ref. DUAL FL LOCFITION .30qPCE TEST ItO P5i -qt.) F-31 Z.Z7 q GPM SI TE L0a7. NOTES I ALL LIG BY OTHERS. 2, PAT IOT START POINT 15 T THE 8" FLANSE IN_S,1 E TI4E BUILDING. 3. ALL U.&_ TO BE -INSTALLED, RO DED, BLOCKED, 13 FLU_SHD- ARI;14_ T-2,4E,3TED PER. NFPF1 LI. BAC .FLOI.J PRtrVENTION DEVICES ARE1 LOCATED THC E3CLSTING LINC6GROUND LOOP. ••• EXIST FIRE' S 116" ••.•••"' 0 CXIST FO -le HYD EAIST VRULT 00C VFI SITE PLAN 3CRLE =.30 ACCEPTED Ej WITHOUT COMMENTS. -fEAS NOTED IN RED ID PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletians or revisions ta these drawings after this date will void this acceptance and will require afesubyill.tal of re‘qsed dr.pwings. Final acceptance is subject to fielJ- inspection by a representative of this department DATE;______ CITY OF TUKWILA 575-4407 _ 15 3Z1 it 3 LRG LRG v4/ 66)(3- Lna 9 64 GRID G- rikosE 16 HANGER LEGEND A • "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD F FLUSH SHELL CEILING FLANGE 1-4 SIDE BEAM BRACKET "J" DOLT K SHORT -CLIP "L" kb() MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR Zwb--214...1iD 'TE WRAP- AROUND LI -HOOK 4.1 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE ...„0STRUCTURE TO CENTER LINE OF PiPF I/4 INrIHES Lel c o_ SPRJNKLER ORIFICE SIZES AND TYPE 3 7 1 16 8 16 7 SPRAY 17 32 SPRA 3 7 1 -76 7 SIDEWALL 2 Oki' TYPE TEMP RATING son - SPRINKLERS- USED M Sr -4.4.:112 rZ11-.11 I.Zr__TIPE_ riPt:',s4 Q.iAP* I. 144 11, liPFV1fT 7_ 0 -e ft:ELI/IL:11 fy UP /-11-1-T ri?.11L ,-- LL G RECESSED TOY FITTING LEGEND APPROVALS REOU RE 0,E7 5-APEO cr'ri OF TINA.P.LR TrtREADED 9*APE3 NiPPLE DISTRIBUTION QUALITY CONTROL BY COP? T DOG: DATE /0/1-1/q5 APPROVED FOR FABRICATION BY DATE _ GENERAL NOTES ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPNG DIMENSIONS ARE CENTER TO CENTER EXCEPT RiSERS & DIMENSIONS S -OWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WI. NFPA PAMPHLET NO 13_ APPLICABLE EDITION 4 PIPE HANGERS AND METHOD OF 14ANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET IVO. 13. APPLICABLE.ECATIOt 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13_ APPLICABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FRE7ZIN3 IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL W1PiNG OF ELECTRICAL DEVICES OR REQUIRED) TO BE PROVIDED By OTHERS 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED y 074-1ER5 10 FuPPING OF PIPE AND EQUIPMENT (IF REQUIRED} TO BE PROVIDED qy OTNER5 DESIGN CRITERIA AND PIPE NOTES PLL WELDED PIPE TO CZ. 1.1PER FLOW. ALL THRERDED PIPE TO CE REVISIONS MK DATE BY TUKWILA FIRE DEPARTMENT -1 Please call: 575-4407 and give this lob No. 95- iSj.' 2- "kCjk and exact address for shuti\ down or restoration appriyaL l'!;)toe1 : ( "P:;4 '5o151:14tute4;21scu-44/ (4014h Dago eoly /\ /\ /\ CONTRACT W TR: SGA 6414 204 ST SOUTH WEST LYNNWOOD WA 98036 CONTRACT ENAY BLDG 10 JAS E TUKWILA Wts, 98168 OCT 13 195 • plATRIOT FIRE PROTECTION 2004-A 48th Ave. Ct. E Tacoma, WA 98424 Fax: 206-922-6150 Tel: 206-926-2290 PATRWP099OF THE COMPLETE LINE, 153801 1 2 3 4 5 6 7 8 DESIGNER DATE 1303FOREZEZ GILMER 2. /9-15i SHEET JOB NO. OF 1 9 10 11 12 13 14 15 16 -40'7 3.5 A M! � 1 C ass X21/ Q HCr._vi;r, system changes or additions as recommended-. 1 : sheet(s) will result in improved rates. Acceptance applies to p: . and for construction and occupancy shown thereon. Finished r_ v to inspection for final acceptance. The Foregoing comments relate exclusive'y ti72 r- :_. CO:".f.:3:13 upon fire insurance rates as d4: --t. ' f- Sc`_,.:3s which have been f;1ed wi_h c^i ,; _ -':se C_ - - :'_Ter. They aro not to be construed as " _ . - _ =4 c ' . -_ -_.j hes b'en cx_- - - ., :1 -_ ___..;;_..c,.. . _. _ 24'-c Z4 -'.E,. Z¢=G" iJ OPEN 7o 48.6+vc HMf F26/0C '2.0e z"- ST2;iGr'.<E 1 " AU,c 1€,[ va t V c 0 " /044- Z �1 r71-0-4 Fes— k1 b.cr/GE v • rY -(& t>1'‘ Qap_ Ia Mt 22.4urr✓E NAtJG /I,4. J.4(3. 1 1 I 1 57,— 6 r �3-c 1 1'4 I 7-4 i 1 3 0 g'.,- 3' N.CLrI ► -IZ v to _Ze�—`-!\ r.va' fCe `' , I N1 44----=•,-7---f--- % ;OFF/GE'j t/ -r OFri c ` • -5-. -- - :G rrr E i • • 4- e-, At -r! sI kF - c — I -tw 1 i I i`r` ) �-c o, r- ! �. O Er I-- r i..1-C z 11 Z - 7- Z 112! 1 ;"\ 1 I e S- o • I 1 1 \t -G 1 iIa 1 ate=_ t3 1 { !G f..tG /3 � 1 } 1 Ff - D 4-,C 1 rI -:t-i-t- _ !— 1 _ �- ___ • 1 • y' p �tCF►=l!G� 1--,0 = r - L` • P ki •� _ /e? C. e i c. m/ 4., Q e'- -` AFF -Z . ADJ 0I- :1 •• mow cot REG SS? TYPICAL UP DOWN SPRINKLER NTS L.t) Z=� \_ 1 ! 0 r —•i 4_A I /4.a--- 4, Le 1 • m 410 SPRINKLER PLAN SCOPE OF WORK A DI'Al,-,/ _V4 .V YPlGQt. _ /r<d2SA- -r FRA. -.4 45- !s" -r Z 4 - O.C. 0 H GENERAL NOTES 1, ALL NANi S TG $E 3/g' - GS 2.. -_-- De-TtS e./s-r„ 4 3. Act c</L./N4.5 d EV- 4, Ari PAT,21oT FI12t To : t. T/E INTO 4"-g /.5 7,- G ✓Et2 SPIZINt . i P1 .c7CC7ic on.(0E,Z. Ne -kir me 2a .an -r; v Z. Tib 1N70 CcryT,,ti sPtE!<+ ctZ P,ec7EcTlcAr IN CA-F./C C A iztrA H6A1;zi MAIN P20V/tDE_ J A&c I`c e eezcL/ GE/C. /,N/ Ne -A G/ -'d S it Fre c ✓,Jr GECG L/ n/c I./ CC/4 •,✓4 IZc. _ D JG CHS+,CAI SITE PLAN NTS i HANGER LEGEND ., HOOK B COACH SCREW ROD D BM. CLAMP Wl "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT __ S PIPE SPIKE T STATE CERTIFICATION 4 SPRINKLER LEGEND) ORaINMkEfi + 5 (*hag C•tor 5 C Anr, f!PC k 4 -, i Ca "WI r.A, f,rt }j i" + s 2 = *Af CAAIMOt,AMc WWI 4 - WAr EARTMruAKf ORACE 3rUucTuIr Ty trNrre LINE Or P:Pt tN twr.,tt; FITTING LEGEND PIPE =0 -at PLAIN EN.i F,! rlrrsNC. TF4e RATIN! (J 16S' 1 r JI1' ,r'4A 1114' ean' :TT_ sf;D /t rt r;) 1 APPROVAL PEOUIRED SN GROOVE S«APED NIPPLE Ire oF-r Jr_ A. r5N THREADFG SHAPED NIPPL r. -.Errs i? /A r SPRINKLER HEADS USED 5YM IMANIfr MODEL TYPE 1"/TAD GPInfE 4D itl,Cu1CrlTEII all 1 311E - S Lt F Nr% i nlrSr I • , kE4_IAP,d 6, SSP- V.-$= t/i i '/i' Fif2 e t O RELIAOr_ Pj SS Lr I ''L., £4 , ! I# 3 -1 ► Y } TOTAL k OUA_:TY CONTRO_ 8Y DATE APPROVED? FOR FABRICATION BY - _ --- _ - - _ DATE GENERAL NOTES 1. ALL MATERIAL AND EOuIPMENT TO 8E NEw AND UL LISTED OR FM APPROVED, 2. PIP.NC DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOwN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METrOD OF HANGING TO 8E IN ACCORDANCE WI -14 NFPA PAMRHLET N0. 13, APPLICABLE EDITION. 5. PIING SHA.. 8E IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMFHLET NO 13, APPL.CABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN A4EAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO 8E PROVIDED BY O THE23 9. PAINTING Or PIPE tr EOLIPMENT (IF REQUIRED) TO BE PROVIDED BY C7F/Eei 10. FURRING OF PIPE & EQU PMENT (IF REQUIREC) TO 8E PROVIDED BY Qr_r_&1`A SySTE/Ml DESIGN CRITERIA D.sIe...ArD- Pia h:FPA /3 _ C,eD Aid FtA _ PINS ScH'^aDtlC.c ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED ❑ PER THE ATTACHED LETTER PIPE NOTES ALL P/PE TO /34- XC 3'PeRF4.Ctd f 3 M'. 4d REVISIONS The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or re inions t3 thes1 drawings after this data will void thi3 ac::-)otance and will quire a resubrnitial of revised drawing Final acceptance is subject to field - inspection by a representative of this depa,rte . :ent DATE 8? DESCRIPTION DATE: 4.4 ,a...BY:_�-. CITY OF TUKWILA 575.4407 ONTRACT WITH: SGA 6414 204TH ST SW, #200 LYNNWOOD, WA 98036 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. f 2-51 - and exact address for shut- down or restoration approval. ROJECT NAME: m SA GATEWAY IND. PARK NORTH, BLDG.IO 11521 E MARGINAL WAY S0. `-TUKWILA, WA 98168 ATR1OT FATRIr PC99CF FIRE PROTECTION 2004- A - 48TH AVE CT El (C»926-2290 - TACOMA, WA 98424 (F) 922- 6150 DESIGNER Ke,r. a,sn SHEET DATE ICI /4/44 JOB 140. IZ-3008 OF FPI