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2016 COMMERCIAL CALIFORNIA PLUMBING LEGEND
<br /> KEY NATES
<br /> GREENCODE NOTES SYMBOL DESCRIPTION Ul �'P.D,C, CONNECT (N) lie" CW t0 (E) GOLD WATER MAIN,(D
<br /> — - —CW I COLD WATER LINE O PROVIDE (N) COLD WATER MANIFOLD w/ (3) PORTS.
<br /> CODE REQUIREMENTS LOCATION FOUND ----HW HOT WATER LINE
<br /> ---SS SANITARY SEWER LINE
<br /> 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. REFER TO PLUMBING FIXTURE ------HV HORIZONTAL VENT
<br /> PLUMBING FIXTURES (WATER CLOSETS AND URINALS)AND FITTINGS(FAUCETS SCHEDULE ON THIS SHEET FOR ----RWL RAIN WATER LEADER Oa f NFO CONNECT (N) liz" HW PEX LINE TO (E) HOT WATER
<br /> AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING: REQUIRED FLOW RATES. —CD— CONDENSATE DRAIN M T WATER
<br /> IF THERE ARE NO ADDITIONAL PORTS ON (E)
<br /> (�--�- CLEAN OUT HOT W,4TER MAN11=01.D, CONTRACTOR TO PROVIDE (N)
<br /> 5.303.3.1 WATER CLOSETS.THE EFFECTIVE FLUSH VOLUME OF ALL 1F-- WALL CLEAN OUT is" NW LINE WITH (N) MANIFOLD FOR ADDITIONAL PIPING,
<br /> WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. FCO FLOOR CLEAN OUT
<br /> TANK-TYPEWATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE _YCO YARD CLEAN OUT TO GRADE
<br /> PLUMB INCs CONTRACTOR TO VERIFY SIZE AND LOCATION TO CE)
<br /> CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR FLOOR DRAIN OPIPING
<br /> TANK-TYPE TOILETS. ® FLOOR SINK __.___--------._..ry-__-. _. ----- -.-- ADJU31rMENDT3�0 GAERRYHEOUT THE INTENT OF THE DE31GN,
<br /> ow TRAP PRIMER _ I = _.LI [I --._- -
<br /> NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS --}HBHOSE BIBS
<br /> --I�- GATE VALVE 0 SPILL (DRAIN LINE w1 SIZE AS INDICATED TO CORNER OF TraiO � KC
<br /> SOV SDEFINED AS THE COMPOSITE,AVERAGE FLUSH VOLUME OF TWOSHUT OFF VALVEREDUCED FLUSHES AND ONE FULL FLUSH. FLOOR: SINKIR ELB01i1 TURTI T DOWN AND—I0REQUIRED AfRCSAP. REFER TDETAIL:
<br /> BALANCING VALVE P�•m Associates
<br /> 5.303.32 URINALS. REFER TO PLUMBING FIXTURE GAS COCK
<br /> —1;— GLOVE VALVE (209) ,503- 8292
<br /> SCHEDULE ON THIS SHEET FOR --{sP� PRESSURE REDUCING VALVE (PRV) --
<br /> 5.303.3.2.1 WALL-MOUNTED URINALS. THE EFFECTIVE FLUSH VOLUME OF REQUIRED FLOW RATES. —DFS-- CIRCUIT SETTER BALANCING VALVE I
<br /> WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS -�_ CHIECK VALVE ! 3314 Cove Circle
<br /> PER FLUSH. _W7 EXPANSION JOINT _ - -
<br /> _ Stockton, California 95204
<br /> W100 WATER HAMMER ARRESTER WITH SIZE r
<br /> 5.303.3.2.2 FLOOR-MOUNTED URINALS. THE EFFECTIVE FLUSH VOLUME OF V, VR# VTR VENT, VENT RISER, VENT THRU ROOF ff� LOUNGE ! �
<br /> FLOOR-MOUNTED URINALS SHALL NOT EXCEED 0.5 GALLONS SS, SSD SEWER, SANITARY SEWER DROP 1 GENERAL N
<br /> PER FLUSH. CW, D, R COLD WATER (DROP)(RISER)
<br /> HW, D, R HVV SUPPLY (DROP)(RISER) I 1. REFER TO THIS SHEET FOR GENERAL NOTES, MATERIALS
<br /> TYPICAL FIXTURE
<br /> 5.303.3.3 SHOWERHEADS. REFER TO PLUMBING FIXTURE HWR HOT WATER RETURN OFFICE TYPICAT. REFER AND FIXTURE REQUIREMENTS.
<br /> CALLOSCHEDULE ON THIS SHEET FOR THW TEMPERED HOT WATER TO THIS SHEET, 1,_I
<br /> 5.303.3.3.1 SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM REQUIRED FLOW RATES, G NATURAL GAS LOW PRESSURE 1 2. CLEANOUTS SHALL BE INSTALLED AS PER SECTIONSUOP
<br /> FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT MPG MEDIUM PRESSURE GAS 1/1 ^ II 101.0 AND 119.0 OF THE CALIFORNIA PLUMBING CODE. Cafe
<br /> 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE HPG HIGH PRESSURE GAS
<br /> CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR LPG PROPANE GAS I - -__�� t.1 ! I - I0
<br /> I 11/ �-� - � ! 3• GLEAN�OUTS REQUIRE© ON ALL HORIZONTAL WASTE LINES
<br /> SHOWERHEADS. CA COMPRESSED AIR (E) SS I I : - OVER 5'-0" FROM THE MAIN LINE AND ON ALL HORIZONTAL
<br /> DL DRAIN LINE - I I
<br /> D5 DOWN SPOUT ---- SINK AND URINALS REGARDLESS OF LENGTH PER CPG 101.4 870 Dave Brubeck Way
<br /> 5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER. WHEN A RD ROOF DRAIN �I ' '� "` 1111CaliforniaSHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD,THE `"'�''""'`'``
<br /> AD AREA DRAIN I I I � ;:; �;,;,:; , ,;: � I 4, EACH PLUMBING: VENC SHALL TERMINATE NOT LESS OC tOn, Cali ornl95204
<br /> COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER __ __ '
<br /> SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT AC ABOVE CEILING THAN TEN (10) FEET OR AT LEAST (3) FT ADOVE 4N1
<br /> - - - I -- WINDOW DOOR OPENINGS AIR INTAKE OR VENT SHAFT.
<br /> EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI,OR THE SHOWER BG BELOW GRADE `- °�
<br /> MV MINCING VALVE (E) LAVATORY � 15
<br /> SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO INC MIXINWATEG
<br /> CLOSET I I [" DRAIN 5• ALL PENETRATIONS TO THE EXTERIOR I HOUR WALL SHALL
<br /> BE IN OPERATION AT ATIME. UR URINAL
<br /> I I ! BE WRAPPED. REFER TO DETAIL ON ARCHITECTURAL
<br /> 5 ;
<br /> LAV LAVATORY I DRAWINGS.
<br /> NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A S SINK 'I I
<br /> SHOWER-HEAD. SS SERVICE SINK 3 (E) FS z (E)2"SS I I EFS 6. ALL HOT WATER PIPING SHALL BE COPPER 112" THRU 334"
<br /> WM WASHING MACHINE ( ) - REQUIRES I INSULATION. 1 AND LARGER REQUIRES 11/2
<br /> 5.303.3.4 FAUCETS AND FOUNTAINS. REFER TO PLUMBING FIXTURE DF DRINKING FOUNTAIN (E) 2 SS (E) 2 SS II i {E}YCO INSULATION,
<br /> SCHEDULE ON THIS SHEET FOR -_--
<br /> GD GAtRGABE DISPOSAL �I, II
<br /> ! I.._..�!z. . DRAIN .......... .
<br /> 5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS. LAVATORY FAUCETS SHALL REQUIRED FLOW RATES. F FIRE PROTECTION LINE ; ) ___. I
<br /> HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS FHC FIRE HOSE CABINET (E) WATER P E Y,S T E M
<br /> I ,::: I
<br /> PER MINUTE AT 60 PSI. FHS FIRE HOSE STANDPIPE CLOSET I f T II 1�-- �'; -- r:.;.:;: `I g
<br /> LIM
<br /> INV. INVERT ELEVATION Tom- -_ I� = - - - _ - -- -- Jj
<br /> FLUS P R 0 C IL) E S
<br /> 5.303.3.4.2 KITCHEN FAUCETS. KITCHEN FAUCETS SHALL HAVE A MAXIMUM FG FINISHED GARDE _--
<br /> _ ____ _--___-- -_-- - 111/e DRAIN _ 11.._ 604.1.2 PEX, ALL INSTALLATIONS OF PEX PIPE WNI=F2E IT,IS
<br /> FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT F/G FUIEL GAS `--- --------------- -- - J g1/4" DRAIN
<br /> 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE $P,O,C, POINT OF CONNECTION 5 THE INITIAL PLUMBING PIPINGS INSTALLED IN NEW CONSTRUCTION
<br /> FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 AP ACCESS PANEL SHALL BE FLUSHED TWICE OVER A PERIOD OF AT LEAST ONE
<br /> GALLONS PER MINUTE AT 60 PSI,AND MUST DEFAULT TO A CI CAST IRON S WEEK. THE PIPE SYSTEM SHALL BE FIRST FLUSHED FOR AT
<br /> VC V17RIFIED CLAY LEAST ONE WEEK. THE PIPE SYSTEM SHALL BE FIRST FLUSHED
<br /> MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. CENTER LINE (E) YCO FOR AT LEAST 10 MINUTES AND THEN FILLED AND ALLOWED TO
<br /> 5.303.4.4.3 WASH FOUNTAINS. WASH FOUNTAINS SHALL HAVE A MAXIMUM H& HEADER
<br /> STAND FOR NO LESS THAN 1 WEEK, AFTER WHICH ALL,13RANCHE3
<br /> FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTEI20 DN DOWN OF THE PIPE SYSTEM MUST BE FLUSHED LONG ENOUGH TO FULLY
<br /> [RIM SPACE (INCHES)AT 60 PSI], MBH THOUSANDSBTU PER HOUR -NORTH- � TNDVOLUME, THIS PROVISION SHALL
<br /> HIPC NOT IN PLUMBING CONTRACT PLUMBINGSEWERoVENTIFLOORPLAN AiYo HEINSTALLAT ON OF PEX P PE WHERE IT RFLACE5
<br /> 5.303.4.4.4 METERING FAUCETS. METERING FAUCETS SHALL NOT DELIVER CP:) UNDER PLUMBING CONTRACT
<br /> MORE THAN0.20 GALLONS PER CYCLE,
<br /> D.L. DEVELOPED LENGTH SCALE; 11/4"=1'-0" AN EXISTING PIPE 8Y3tEM OF ANY MATERIAL.
<br /> (1) AT THE! TIME OF FILL, EACH FIXTURE SHALL HAVE A
<br /> 5.303.4.4.5 METERING FAUCETS FOR WASH FOUNTAINS. METERING FAUCETS
<br /> REMOVABLE TAG APPLIED STATfNGS;
<br /> FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF
<br /> (A) "THIS NEW PLUMBING SYSTEM WAS FIRST FILLED AND
<br /> NOT MORE THAN 0.20 GALLONS PER CYCLE/20[RIM SPACE(INCHES)
<br /> FLUSHED ON (DATE) BY -.. ,. (NAME).
<br /> AT 60 PSI]. THE STATE OF CALIFORNIA REQUIRES THAT THE SYSTEM
<br /> BE FLUSHED AFTER STANDINGS AT LEAST ,ONE WEEK AFTER
<br /> NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, THEE FILL DATE SPECIFIED ABOVE. IF THIS SYSTEM 16 USED
<br /> AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE
<br /> EARLIER THAN ONE WEEK AFTER THE FILL DATE, THE
<br /> REDUCTION. WATER MUST BE ALLOWED TO RUN FOR AT LEAST TWO
<br /> MINUTES PRIOR TO USE FOR HUMAN CONSUMPTION, THIS
<br /> TAG MAY NOT BE REMOVED PRIOR TO THE COMPLETION
<br /> OF THE REQUIRED SECOND FLUSHENCs, EXCEPT THE
<br /> PLUMBING FIXTURE SCHEDULE
<br /> BUILDING OWNER OR OCCUPANT."
<br /> CAL GREEN SPECIFIET-
<br /> MARK MAKE & MODEL DESCRIPTION TRIM REMARKS DEMAIVDp C GPM DEMAND GPM
<br /> (2) PRIOR To ISSUING A BUILDING PERMIT To INSTALL'•PEX PIPE, !
<br /> THE BUILDING OFFICIAL SHALL REQUIRE AS PART OP THE
<br /> IMB-1 SPECIALTY PRODUCTS ICE MAKER w/ WATER HAMMER ARRESTOR
<br /> PF-RM17TING PROCESS THAT THE CONTRACTOR, OR T[4E.
<br /> APPROPRIATE PLUMBING SUBCONTRACTORS, PROVIDE
<br /> OB-824-LL BOX I WRITTEN CERTIFICATION THAT HE OR SHE WILL COMPLY WITH
<br /> - I
<br /> KITCHEN-PLUMBING
<br /> � �a 2M flfl nn n�nnnn MM FIXTURE
<br /> M n n 2 �s .112 n pn THE FLIUSHING PROCEDURES SET FORTH IN THE CODE:
<br /> KITCHj L N-PL�UM � INC (FIXTURES Sl�if EDUL E ; II 0 (3) THE BUILDING OFFICIAL SHALL NOT GIVE FINAL PERMIT
<br /> WATER WASTE GAS APPROVAL OF ANY PEX PLUMBING INSTALLATION UNLESS HE
<br /> PLUM, SUPPLY INSTALL SIZE HGT 0 HGT ® HGT 0 OR SHE FINDS THAT THE MATERIAL HAS BEEN INSTALLED IN
<br /> N0, DESCRIPTION QTY. BY BY W HW1 WALL R NIR, WALL I VENT x1 SIZE WALL I COMPLIANCE WITH THE REQUIREMENTS OF THE CODE, INCLUDING `� .�• '
<br /> THE REQUIREMENTS OF THE CODE, INCLUDING THE REQUIREMENTS
<br /> 3 COMPARTMENT SINK 1 OWNER P.C. 1/2" 1/2" -- --- 1-1/2"
<br /> - � t0 FLUSH AND TAGS THE SYSTEMS•
<br /> ADVANCE TABCO, DBS--53C ----- — - * Exp, 025 30-18
<br /> 2 REGENCY 600HS 12SP 1 OWNER P.C. 1/2" 112" -- 1-1/2' - -- 1-1/2" -- -- -- OUN (4) ANY CONTRACTOR OR SUBCONTRACTORS FOUND TO HAVE
<br /> FAILED TO COMPLY WITH THE PEX FLUSHING: REQUIREMENTS rF CH AN �p4
<br /> OHOSHIZAKI _ ___._ __ _ -- -- -- __ SHALL BE SUBJECT TO THE PENALTIES IN HEALTH AND SAFETY 0� Cpl <
<br /> 9 ICE MAKER, KM 61 BAH 1 OWNER P.C.PC1/2 3%+ CODE, DIVISION 13, PART 1.5, CHAPTER 6 (SECTION 11995, ET SEQ.).
<br /> OFFICE TYPICAL FIXTURE ! I ALEXANDER SCHEFLO
<br /> sYNESS 1 OWNER RIC. 1/2" -- --- 3/` -- -- -- -- TO THIS SHEET.
<br /> CALLOUT. REFER i and ASSOCIATES, Inc.
<br /> 0 10 2-GROUP MVP HYDRA --
<br /> 0
<br /> r 1 1 COFFEE MAKER 1 OWNER P,C, 1/2
<br /> -- -- -- �! i__.� --- Mechanical Engineers (209) 948-9761
<br /> I
<br /> F8 _ -- -_ r iT� IJ __..-____-..---- 228 Pacific Ave, Stockton, Ca, 95204
<br /> i
<br /> m REGENCY / / -- -— -- ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
<br /> %" GWI ' CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE
<br /> o 1 COMPARTMENT SINK, 600SI1818B _
<br /> 1 OWNER P.C. 1 2 1 2 -- 1-1 2
<br /> I e ENGINEER AND THE SAME MAY NOT BE USED, DUPLICATED, OR
<br /> NOTE,
<br /> L :::: I '� DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
<br /> ::.r:•.::::::. E
<br /> 1 ,) PLUMBING CONTRACTOR SHALL BE RESPONSIBLE 1 If 2 �z GW ❑ ....;.r ..;...;;.. B-1 SUPPORT-
<br /> Alexander
<br /> GW Alexander Scheflo & Assoc., Inc
<br /> FOR ROUGHT-IN AND FINAL CONNECTIONS WITH
<br /> OWNERS REPRESENTATIVE FOR ALL ^ --- _ I
<br /> -- I DRAIN` PIPE ;
<br /> I ��° � FINISHED
<br /> ROUGH-IN LOCATIONS, (E) LAVATORY
<br /> -� 2,} "OWNER" = ITEM IS SUPPLIED BY OWNER & I` f WALIL �j
<br /> INSTALLED BY THE PLUMBING CONTRACTOR. (E) CW 15 c 11 I � �� FLOOR � ��
<br /> '/z SINK .GRACE 6CHEIDULE
<br /> ANE)
<br /> MANIFOLD I I 25% OPEN ID
<br /> (E) HW "
<br /> MANIFOLD i I 1 FINISH GRADE
<br /> < 3 1 I � .
<br /> (E) WATER
<br /> CLOSET jI S
<br /> LLJ
<br /> :4
<br /> C�
<br /> 2 11 i� SUBMITTAL/BID 08/14/18
<br /> SEDIIMENT BUCKET 1 REVISIONS 00/00/00
<br /> N
<br /> PLUMBING p -NORTH-� ; 3
<br /> T WATER FLOOR PLAN O
<br /> n P 2 . 0
<br /> SCALE: 11/411=1'-0" '.
<br /> FLOOR
<br /> ©�� n n n NOT TO SCALE
<br /> L cul II I�
<br />
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