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34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 <br /> Al A2 A3 A3 1/2 (A4 A4 1/2 A5 <br /> INO REVISIONS TO SHEET FOR PERMIT K2307-020 <br /> u <br /> 4"DIAMETER STANDPIPE 8-0 0-10% 0£% <br /> THROUGH 6"DIAMETER CORE — — 0 —6-91-- 1040'G _ — 11-5 __4-8v,_ <br /> T SEE SHEET EV-BI-FS-20-FIRE <br /> AA K1 FF r <br /> 1 STAIR 1 1 <br /> 13001 ^oF� 2�1 «1 p+"� 4 1 4 N <br /> I ""t. 13.6 1 20.4 of c FQ <br /> S 1 0-0 124 0$ 5-11%_-5-71/2 6 <br /> 601 07 <br /> 10k ^� a I $ g Hydraulic Information <br /> Remote Area 9 B1 L03 <br /> 4-10 10-11% 1%2 1 ^1 ^6 ^� I OCCUPANCY CLASSIFICATION Ordinary Group 11 <br /> '2-0 <br /> "OQ� 1 0 DENSITY(gpm/ft') 0.200 for 1500.00 ft'(Actual 1500.99 ft2) <br /> fZ 1�Q 1 I TOTAL HOSE STREAMS 314.00 <br /> ^1' "1' J g11 g q gig I TOTAL HEADS FLOWING 13 <br /> K-FACTOR 5.6 <br /> TOTAL WATER REQUIRED _ 651.41 <br /> TOTAL PRESSURE REQUIRED 73.036 <br /> Q xa o =eq a r BASE of RISER(gpm) 651.41 <br /> ROOF SLOPE I BASE of RISER(psi) 73.038 <br /> SAFETY MARGIN(psi) .17.328(19.2%) <br /> 626 620 627 <br /> P d x4 a xq 3 a x4 a x4 4 rq xq <br /> AB <br /> a • <br /> O m 636 m 629 m 630 <br /> —5-0%-- 125 -- 63 _ a SHELL <br /> AC B-OCCUPANCY <br /> 1 13000 <br /> N mf m q <br /> �\a 645 638 639 <br /> ^0 0 <br /> 11 x 49 q J <br /> M q x9 3 xc?� 49� < c 4? T 4S <br /> d d 1 <br /> AC3/4 d A3 A3 1/2 A4 <br /> x o e v e <br /> x A' d 23-8 d, d d d <br /> L AD <br /> AD <br /> �M 1^^� ^yb ^b ^;:' 122 p1� 9 - 1440% 1-0'l2 <br /> +M ^�4 F +� +ry1 4 '.�M+ �r- +ry4 x ' +^ xq 6�r�Yr+4 xr o,1 4 x ed2 h+ � ^a 4 h+� <br /> f cs 21-0 1 r1h 21-0 rr.�'21-0 1 rah 142 �+^ B-11�N rA '� 21-0 - <br /> 1 1 12-5 8.1 2,1111 10-6'f. 7-6 46 11.7 4-11 6-2 w 8.0 2.5 0 1.4 _x, 2-0 t►1 11-5 0.6 1 <br /> " x x 1 <br /> K -c ,'S,�.• 1 O STAIR 4 <br /> s F -t I o 11 o-tos <br /> .e ROOF SLOPES 2-�h ,�, eS m ROOF GW&1 <br /> x R x^ xd a A 1%STAIR 4 q QF + 1 1% ---- <br /> m d, 147 13004 "1 O11 aV$i �, yl. Q^*+4 f 21-0 <br /> x 1-041 10-0 0.6 rl 1"TO BLUNDER STAIRS JQ 1 A vQif 2-0 1$ 7$ x n }JQ pQ14` <br /> 1% _ 1 <br /> �' vh*�hh' 6.1 -I o STAFF ELEV CHASE - 1 0 <br /> $% 5-11% 5-7 11-9 7-0 2a- 3 p_1,0.10 4xa 13005 NO F.S. S ELEV 1 <br /> 1�Q FF �^ 13006 <br /> N ^�;. ^6s �n¢12 4"DIAMETER STANDPIPE <br /> THROUGH 6"DIAMETER CORE <br /> AF1/2 ^o`� 1�e S S q, SEESHEETEV-Bt-FB20.FIRE AFtl2 <br /> `" ^1' ^1' o 1-1/2"'DIAMETER BRANCHLINE <br /> �,q$ —4-10— 10-0 — 12-0h — THROUGH 4'DIAMETER CORE 1 1 <br /> m ,1-F -11—� 6.1 — <br /> AG � F 1 ti — ,-0 �"6• � 1n 1 - <br /> �11 p1"� x4:e �c4 n _r9 n 1 5-6% 5-9 7-1 — 1 <br /> H ^e ^� —4-10-- 11 -- 11-S/2 �5.11'/2— "^<F <br /> �A f <br /> 1 0 o xq g ^ELEC.i ^� <br /> 4 s s Ell <br /> 13500 <br /> G AH ' ' $ Im a <br /> 6-21/2 12-5 6-3 x <br /> x xx x <br /> d a o41 <br /> 53 0.4 �rq 4 F.P. <br /> NICET#106245 LEVEL IV,=sME <br /> IFxq 3 xq g + 6 6.a.�77.1.1 .,,E. <br /> iX Fi x I SHIN M1060QP Inc. <br /> 0.2K •SINNOa <br /> 4 q 2 <br /> 2 ' <br /> 04/04/2024(�1' <br /> I • m �— ivavzn i <br /> E SEE SHEET EV-61-1`13-30-2-FIRE <br /> A ® B1 L03 NORTH FIRE SPRINKLER PLAN <br /> 0 2 4 8 16 <br /> D SCALE 1/8=F-0" INo <br /> ❑ e„ CRITICAL DWG:Waste Bldg N/A FIRE PROTECTION <br /> ❑ <br /> C 2 bSeagen SITE LOCATION: LEVEL 03 B1 NORTH <br /> YD B3 Wa ehouse EVERETT,WA DP FIRE SPRINKLER PLAN <br /> SECTOR PLAN B1 ENGINEERING APPROVAL: SITE CODE: FILE NUMBER: SCALE: ORIGINATION DATE: <br /> SAM HUBALLA <br /> B2 B4 02-22-2023 EV FP 3.10-B1 L03 1/8"=V-0" 02/22/2023 <br /> B mAb Mfg/FD CUB <br /> C PERMIT REVISION SET NA QUALITY ALO SHH QUALITY APPROVAL: BUILDING: SEAGEN DRAWING NUMBER: REVISION: <br /> Sprinkler Legend 0 2 4 8 <br /> N/A 6 B PERMITSET NA 07/25/2023 ALO SHH 1 E V`, <br /> -�1-FB-30-1_FIRE C <br /> SCALE 1/8"=1'-0" <br /> Symbol Manufacturer SIN Model K-Factor Type Size Response Finish Temperature Quantity YD A PROGRESS SET FOR GMP NA 02/22/2023 ALO HSHHL EHSS APPROVAL: FLOOR: <br /> A Reliable RA1425 FlFR56 5.6 Upright % Quick Brass 155'F 129 N/A 3 <br /> Total=129 KEY PLAN REV REVISION DESCRIPTION CHANGE CONTR DATE DRN <br />