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PARTIAL PLUMBING PLAN <br />SCALE: 1/8" = V-0" <br />40-058-M1M110 14 PLUMBING PLAN <br />40 0 8-1S6 14 SLAB P <br />SYM REVISION BY APPROVED DATE SYM <br />A 777X CWC NEW BUILDING - RECORD WBS 2548317 JAL JLC 01103/17 <br />B PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION W5983281 HG RLT 10.25.19 <br />ACCEPTABILITY MXP <br />THIS DESIGN AND/OR <br />CHE( <br />SPECIFICATION IS APPROVED <br />JLC <br />ENGI <br />APPROVED BY <br />DEPT. <br />DATE JLC <br />12I05114 SUBTITLE <br />12105/14 <br />TITLE <br />12/05114 <br />MECHANICAL MASTER <br />I � - OAA C� <br />LEGEND <br />1. <br />SEE LEGEND SHEET 40-058-M1 a & 40-058-M2a FOR KEY SHEET <br />AND GENERAL NOTES. <br />FFD - FUNNEL FLOOR DRAIN. <br />GENERAL NOTES <br />L / <br />D <br />4" SAN UP. <br />2 <br />2" WASTE UP. <br />3 <br />2" VENT UP. <br />15" RWL UP. (216,250 FT$) <br />E/ <br />15" STS (216,250 FTti) TO SITE STORM SYSTEM, INV. <br />EL. 538.00'. COORDINATE CONTINUATION WITH CIVIL <br />6 <br />COORDINATE PAINT BOOTH/CURE OVENS GAS <br />SERVICE, GAS METER (GM-1), GAS REGULATOR, <br />LOCATION AND CONNECTION WITH CIVIL. (60,000 CFH <br />@ 5 PSI OUTLET PRESSURE) <br />7 <br />4" GAS UP. 60,000 CFH 15 5 PSI <br />EXTEND 4" SAN AS SHOWN. <br />2" SAN UP TO SINK. <br />10 <br />2" SAN UP TO SHOWER. <br />11 <br />2" VENT UP. <br />12 <br />3" SAN UP TO EMERGENCY SHOWER & EYEWASH STATION. <br />13 <br />1 1/2" IW UP TO EMERGENCY SHOWER AND EMERGENCY <br />EYEWASH. <br />14 <br />3" SAN UP TO MEZZANINE. <br />15 <br />2" IW UP. <br />16 <br />3" SAN UP TO FLOOR FUNNEL DRAIN. <br />uuNSTRUCT10"N NOTES. <br />1 ` <br />REMOVE 4" SAN STUB UP. <br />22 <br />PROVIDE DEEP SEAL P-TRAP AND TRAP PRIMER. <br />L-� <br />BURIED IW PIPING SHALL BE WELDED SINGLE WALL SCHEDULE <br />STD WT 316L STAINLESS STEEL PIPE. <br />4 ` <br />TERMINATE BOP 1'-6" BELOW F.F. INTO PAINT BOOTH TRENCH. <br />SEE DWG S591-07, <br />5: j <br />TERMINATE VENT BOP 7" BELOW F.F. INTO PAINT BOOTH TRENCH. <br />SEE DWG S591-07. <br />L6 <br />1/2" CW FOR TRAP PRIMERS. <br />CONNECT TO SHOWER DRAIN. <br />8 <br />ALL DRAINS (IW AND SAN) TO BE SLOPED MINIMUM 1/8" PER FOOT. <br />9 <br />SEE STRUCTURAL SLAB PLAN FOR FD-1 ELEVATION AND <br />DRAINAGE RADIUS. <br />FOR <br />CONSTRUCTIONISSUED <br />FOUNDATION -10.25.19 <br />Our difference <br />i is engineered. <br />WWW.harrisgroup.com <br />REVISION "B" ONLY <br />PROJECT NO: 0012630.06 <br />DRAWN: MS PROJ MGR: <br />RLT <br />ENGINEER: JRH APPROVED: <br />RLT <br />CHECKED: CEM DATE: <br />10.25.19 <br />A <br />A <br />10 I 11 I + 12 13 14 <br />---}— — — — — I — — <br />I I <br />B <br />15 16 17 18 19 <br />20 I 21 22 23 24 <br />25 I 26 I + 27 I 28 29 <br />E — — — — + — — — — + <br />I <br />30 31 32 IIII 33 I 34 <br />I I <br />�IIIIII�"" <br />35 I 36 37 38 39 <br />c — —{— — — + — — T — — <br />�� �"� <br />�45 <br />40 (I 41 42 I 43 I 44 <br />I <br />jo <br />J — <br />46 47 48 II 49 <br />— + — — + — — + — — + — <br />I <br />50 <br />51 52 53 54 <br />55 <br />(+ I <br />56 57 58 59 <br />L 60 <br />—61— 62— —63— —64 <br />.0 <br />.3 .3 .7 .7 .0 .1 4 <br />0 4' <br />8' 16' 24' <br />SCALE: 1/8" 1'-0" <br />CURRENT REVISION <br />W5983281 <br />SYMBOL <br />B <br />DATE <br />10.25.19 <br />SHEET <br />TNlMllAO-14 <br />c <br />c <br />JOB NO. <br />W2548317 <br />COMP NO. <br />0 <br />rDG NO. <br />EVERETT, WA 40-058-TNIM110 <br />