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s P-5 <br /> CELL 7 N.I. . <br /> ATCHLINE <br /> Cn2 3" TRAFLE 3 <br /> HEADS BELOW ALCOVE Fr ensnrvc Rl R 9 +3'0" i <br /> RISER <br /> -12 U O EXISTI14C LOCATIONPill <br /> 6" PPLY M I <br /> m <br /> TIP TIR <br /> ALL s °° <br /> e O <br /> -0 K <br /> fp <br /> 1.HRX a — <br /> Z <br /> a O <br /> CI 0Ti I <br /> W <br /> 7TI <br /> e - <br /> o e ee A� (D <br /> D <br /> °10 T i H w <br /> �_✓ s 2 - e IN C ° °� 2 MISTING CELLS <br /> ra� 2�� <br /> z o au s z-m= ss s-e a,o 4], z� aa ,5 NO WORK THIS CONTRACT. <br /> 0 <br /> u L _ ..,... .N LL: <br /> a OPEN TO ROOF SPRINKLER <br /> „z - ' i. woo- 3 Y5 2 g 8 ` Lu 2 �T�I b.2 <br /> OT NE LI E <br /> O <br /> Design Area 62 Wet System a �, K <br /> H <br /> Demand Calculations using Hazen-Williams Method e Q <br /> Ocwpsnq Claaskadon: Ohl 12e Z <br /> Design Area Density: 0.15 0 - e Q <br /> Additional Outside Hose: 250 MOVING PLATFORM NO A.S. <br /> Design Area Size: 1500 e o W <br /> Notes: e LL <br /> e <br /> C <br /> Z <br /> ° F IN UTILIDOR <br /> D <br /> °Al_AI Al <br /> p x <br /> LOOP TO PLAT R 2'11 <br /> ° N �° u 1® ° e x2 RV <br /> ° X STING 3' METI L <br /> E SMIC LOC P <br /> III! II r -2 ° e-3' 6i 7-'A 0 @- „D <br /> } <br /> I EXISTING 6"FEED-MAIN AT OF <br /> a_a - 2- - - 0 - -, 111 - o ,a 11 - 4 - 6 5- h6 s-11h <br /> III <br /> WALKWAI °° °° ots F °° o° °° °° <br /> SEI MIC JOINT <br /> o <br /> IT <br /> 0I" AUX <br /> Design Area 61 Wet System <br /> tAIR LESS THAN 4' WIDE Demand Calculations usingHazenWilliamsMetlwd <br /> Ocapancy Classifiwdon: Ohl <br /> NO A.S. Design Area Density: 0.15 <br /> Additional Outside Hose: 250 <br /> Design Area Size: <br /> Notes:7 HEADS ON SINGLE LINE IN WALKWAY <br /> PIPING PLANS CELL 6 <br /> NAM E <br /> W1 ` City of Everett Permit Services <br /> M EVERETT Reviewed for Permit 02/25/2025 <br /> Source Information —1 1,7(1110 „� b. <br /> O 13 5 Date of Flow Test 1 Info: 138 0.9 1 2 s 4 'r"T 'r' s s i o 11 <br /> 1360/I Location of flow test data <br /> connection to 10"supply main R1 BLDG 40-22 BLDG <br /> 138 Source of flow test data: 1 40-32 <br /> 0 Boeing p a l NEW ORK F <br /> HIS SU 3MITTAI <br /> Source Data Points Pum Data Points <br /> Pressure Flow Pressure Flow <br /> 150.00 0.00 <br /> W 1 EXISTING 10" MAIN 133.00 2700.00 <br /> B DG 40 23 BLDG c.5 <br /> AR A OF WORK ELL 6 40-33 <br /> FEED MAIN CONNECTION DETAIL 2/FP3 <br /> 1/4"=1'0" H <br /> David C.E.T. FEED MAIN CONNECTION DETAIL 1/FP4 0 <br /> N.LC.E.T. Level IV <br /> ENG <br /> FIRE PRN�o�WY N.T.S. <br /> NATER-BASED Sy aTENS OUT <br /> NATIONAL INSTITUTE FOR <br /> NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN <br /> DATE DESCRIPTION BY �v <br /> ............................... <br /> x rp•WAQNINQTON s,AT! 0 2/4/2025 EXTEND LINES TO REPLACE EXISTING REMOVED LINES BFPS, INC ]�0 E I N G BLDG 0-2 3 CELL 6 <br /> r% O Z •• �'E FlRE SPRINKL�R SYSTENSNCY; PERMIT NO. <br /> David Yates P.O.B. 1110 TENANT MODIFICATIONS CELL 9,10,11 &12 CONTRACT NO. <br /> 2805-0898-C Level GRANITE FALLS, WA EVERETT ,WA APPROVAL BOEING AND AHJ <br /> 'Sum Fire Protection Systems,Inc. ! S M CNT POSI ON FINISH EMP K NPT IN MFG. MODEL DRAWN BY D.YATES <br /> EXISTING N.LC. <br /> URNSFP DU ! ® ,4, PEND 6RA$$ 155 5.60 ,/z" TY323, Tyco TY-FRB 425-388-0124 <br /> ' z a zoz5' SCALE NOTED <br /> � - �� � 90 PEND BRA55 ,55 5.60 ,/z" TY323, Tyco TY-FRB EXISTING N.I.C. <br /> 1lni �� 58 PEND CHROME 155 5.60 1/z" vK302 NKING vx3o2 NEW HEADS DATE 2/4/25 <br /> DESIGN QUESTIONS 360-580-1062 CONTRACTOR: REVISED <br /> R�DTTED FP 2 <br />