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PR0161846
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Last modified
2/2/2022 4:10:27 PM
Creation date
8/18/2020 9:17:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0161846
PE
1632
FACILITY_ID
FA0000244
FACILITY_NAME
LODI USD-HOUSTON SCHOOL
STREET_NUMBER
4600
Direction
E
STREET_NAME
ACAMPO
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
01731001
CURRENT_STATUS
01
SITE_LOCATION
4600 E ACAMPO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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GWH <br />A1 <br />CP <br />A1 <br />ET <br />A1 <br />TMV <br />A1 <br />1 <br />P5.1 <br />2"FS <br />TP <br />HTC <br />A11P1.21 <br />P1.2 <br />P5 <br />P6 <br />P10 <br />P9 P11 <br />P12 <br />P13P13P14 <br />P14 <br />P15 <br />PLUMBING SCHEDULE <br />PLUM. <br />NO. <br />ITEM. <br />NO. <br />DESCRIPTION QTY. <br />WATER WASTE <br />CONN. SIZE <br />DIR.INDIR. <br />CONN. SIZE <br />C.W.H.W. <br />P2 <br />P3 <br />P4 <br />P5 <br />P6 <br />P7 <br />P9 <br />P10 <br />P11 <br />P12 <br />P13 <br />P14 <br />P15 <br />P8 <br />-1EA.1"--COIL CONN. + 70" <br />WALK-IN REFRIGERATOR CONN. DRAIN FROM2 <br />----1EA.1"COIL CONN. + 70" <br />WALK-IN FREEZER CONN. DRAIN FROM3 <br />1 1/2"-1/2"1/2"FAUCET W/ 1/2" INLET 4" CENTER <br />WALL MOUNTED HAND SINK <br />1EA.4 <br />1EA.OPEN BURNER RANGE W/ OVEN6 <br />FLOOR TROUGH 1EA.---4"7 <br />TILT SKILLET W/ FILLER ---1EA.8 <br />2EA.9 3/4"-3/4"-- <br />DOUBLE STACK CONVECTION OVEN GAS 2EA.----10 <br />DOUBLE STACK CONVECTION OVEN GAS 2EA.----10.1 <br />1EA.2"1/2"1/2"FAUCET W/ 1/2" INLET 8" CENTER <br />PREP SINK12 <br />WARE WASHER, HIGH TEMP 1 1/2"1/2"1/2" <br />- <br />-23 <br />-2EA.2"3/4"3/4"FAUCET W/ 3/4" INLET 8" CENTER <br />POTWASH SINK26 <br />PRE-RINSE 1/2"1/2"- <br />FAUCET W/ 1/2" INLET 8" CENTER 2"27 <br />1EA. <br />2EA. <br />2"SCRAP SINK 1EA.---34 <br />STEAMER, CONVECTION (2) COMPARTMENT <br />1/2"1/2" <br />---- <br />CONSTRUCTION SHEET NOTES <br />WATER SUPPLY FIXTURE UNITS <br />3.4PSI/100FT; COPPER L <br />PIPE SIZE HW CW <br />F TANK <br />CW <br />F VALVE <br />1 <br />6 <br />13 <br />26 <br />51 <br />175 <br />406 <br />0 <br />0 <br />0 <br />0 <br />12 <br />76 <br />270 <br />719 <br />1668 <br />666 <br />1668 <br />119 <br />245 <br />1 <br />6 <br />13 <br />26 <br />46 <br />406 <br />840 <br />14'-0"MIN <br />2"FS <br />P7 <br />P8 <br />4"FS <br />4"FS <br />P16 <br />MS-1 <br />L-1 <br />WC-1 <br />3"FS <br />P4 <br />(E) 2"V <br />(E) 3"W <br />(E) CAN WASHER <br />(E) 1/2" H&CW PIPING <br />BELOW GRADE <br />(E) 1/2" H&CW PIPING <br />IN ATTIC SPACE <br />CONSTRUCTION KEYNOTES: <br />1 <br />2 <br />3 <br />4 <br />1 <br />23 <br />3 <br />(E) 2" VTR <br />3" VTR <br />5 <br />5 <br />6 <br />6 <br />CONNECT TO <br />(E) SEWER LINE <br />GI <br />A1 <br />SHPI-A1 <br />SHPI-A3 <br />7 <br />7 <br />7 <br />LOCATE FS AS CLOSE TO <br />WATER HEATER AS <br />POSSIBLE <br />SHPI-A2 <br />2"FD <br />TP <br />7 <br />2"FD <br />TP <br />3"FS <br />TP-2 <br />WH TP <br />GAS <br />BTU/HR <br />(x1,000) <br />- <br />- <br />- <br />163 <br />- <br />144 <br /> 60 EA. <br />63 EA. <br />60 EA. <br />- <br />- <br />- <br />- <br />- <br />HB <br />3 <br />3 <br />2 3 <br />SHUT-OFF <br />GAS8 <br />8 <br />8 <br />COORDINATE FRAMING & <br />PIPING SHOP DRAWINGS <br />AMONGST TRADES <br />9 <br />9 <br />PIPE <br />SIZE <br />438 <br />699 <br />19 <br />39 <br />74 <br />152 <br />228 <br />1240 <br />2520 <br />NOTES: <br />1.SEE FOOD SERVICE DRAWINGS FOR EXACT UTILITY STUB LOCATION AND FOR OTHER PLUMBING REQUIREMENTS. <br />2.SEE FLOOR PLAN, PLUMBING FIXTURE SCHEDULE OR PIPE SIZE SCHEDULE BELOW FOR MINIMUM PIPE SIZING <br />REQUIREMENT. <br />PROVIDE 4"HOUSEKEEPING <br />PAD, WATER HEATER PAN, <br />INTAKE & EXHAUST VENT.4"SS4"SS4"SS <br />4"SS1.ALL FINISH FLOOR ELEVATIONS (FF) BASED FROM CIVIL GRADING <br />DRAWINGS. PLEASE REFER TO CIVIL DRAWINGS FOR MORE <br />INFORMATION. BFF VALUES ARE ALL BASED FROM FINISH FLOOR <br />ELEVATION INSIDE BUILDING. COORDINATE EXACT ELEVATIONS THRU <br />SHOP DRAWINGS AND AT SITE. <br />2.CONNECT WASTE, VENT & COLD WATER LINES TO ALL NEW <br />FIXTURES. SEE FIXTURE SCHEDULE FOR BRANCH AND FIXTURE <br />OUTLET/INLET CONNECTION SIZES. <br />3.HORIZONTAL DRAINAGE PIPING SHALL BE RUN IN PRACTICAL <br />ALIGNMENT AND A UNIFORM SLOPE OF NOT LESS THAN 2% TOWARD <br />THE POINT OF DISPOSAL UNLESS IMPRACTICAL DUE TO BUILDING'S <br />STRUCTURAL FEATURES, OR EXISTING UPSTREAM/DOWNSTREAM <br />PIPE DEPTH. IN SUCH CONDITIONS, PIPE CAN BE SLOPED AT NO LESS <br />THAN 1%. REFLECT ALL CHANGES ON THE AS-BUILT DRAWINGS. <br />4.EXISTING PLUMBING LAYOUT BASED FROM AVAILABLE RECORD <br />DRAWINGS OF UNKNOWN ACCURACY. EXISTING PIPING ESPECIALLY <br />THOSE CONCEALED AND/OR UNDERGROUND MAY HAVE BEEN <br />INSTALLED DIFFERENTLY THAN SHOWN HEREWITH. CONTRACTOR <br />SHALL INVESTIGATE EXISTING PIPE ROUTE, ELEVATION, SIZE AND <br />CONDITION, THRU VISUAL OBSERVATIONS, POTHOLING, RADAR <br />INPSECTION OR OTHER MEANS NECESSARY, PRIOR TO ANY NEW <br />PIPE INSTALLATION. REFLECT ALL FINDINGS ON SHOP DRAWINGS <br />FOR COORDINATION AMONGST TRADES. REFLECT EXISTING ROUTE, <br />ELEVATION AND OTHER OBSERVATIONS ON AS-BUILT DRAWING IF <br />DIFFERENT FROM SHOWN HEREWITH. <br />5.ADJUST ALL PIPE ELEVATIONS IF NECESSARY. COORDINATE <br />BETWEEN TRADES AT SITE THROUGH SHOP DRAWINGS. <br />6.CONTRACTOR SHALL PROVIDE OWNER WITH AS-BUILT DRAWINGS OF <br />ALL PLUMBING SYSTEMS AS INSTALLED IN THE JOB SITE. AS-BUILT <br />DRAWINGS SHALL INCLUDE BUT NOT LIMITED TO: UNDERGROUND <br />PIPE ELEVATIONS, PIPE SIZES, AND ANY INFORMATION THAT MAY <br />CLARIFY HOW THE SYSTEMS HAD BEEN INSTALLED. AS-BUILT <br />DRAWINGS SHALL BE IN HARD COPY AND DIGITAL (PDF) FORMAT. <br />7.SEE PREVIOUS AS-BUILT DRAWINGS FOR CONTINUATION OF <br />EXISTING PLUMBING UTILITIES OUTSIDE OF THIS PROJECT'S SCOPE. <br />8.SEE GEOTECH REPORT FOR TRENCHING REQUIREMENTS, GROUND <br />WATER ELEVATION, PIPE CORROSION AND OTHER SOILS <br />INFORMATION. <br />9.SLOPE ALL PUMPED CONDENSATE DRAIN LINES (PCD) DOWN <br />TOWARDS GRAVITY CD. <br />10.PROVIDE TEMPORARY UTILITIES TO ALL FIXTURES TO REMAIN IN <br />SERVICE DURING CONSTRUCTION PERIOD. COORDINATE ALL <br />SERVICE INTERRUPTIONS WITH SCHOOL DISTRICT. <br />11.INSTALL ALL TRAP PRIMERS UPSTREAM OF ACTIVATING <br />FIXTURE/WATER SOURCE. SEE TP INSTALLATION INSTRUCTIONS FOR <br />MORE INFORMATION. LOCATE ACCESS PANELS ON THE SAME SIDE <br />OF WALL WHERE ACTIVATING FIXTURE IS LOCATED. <br />NOTES: <br />1. PIPING SIZES SHALL BE PER ABOVE TABLE, PER AS SHOWN ON PLUMBING FLOOR <br />PLANS OR PLUMBING FIXTURE SCHEDULE. SHOULD DISCREPANCIES ARISE, THE <br />LARGEST OF WHICH SHALL PREVAIL. <br />212" <br />114" <br />112" <br />2" <br />1" <br />3 4" <br />12" <br />4" <br />3" <br />4"GW 4"GW4"SS <br />4"SS4"SS4"GW <br />4"SS <br />4"SS4"SS4"GW1"CD1"CD <br />SEE FOOD SERVICE <br />DRAWINGS FOR ALL <br />INDIRECT WASTE <br />LINES <br />2"V <br />UG <br />2-WAY <br />CO <br />2-WAY <br />CO <br />112"CW <br />3 4"HWR112"CW34"HWRCONNECT TO <br />(E)4"VTR <br />CONNECT TO EXISTING PIPE. COORDINATE AMONGST <br />TRADES. <br />VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE. <br />REFLECT VERIFIED INFORMATION ON SHOP DRAWINGS FOR <br />COORDINATION AMONGST TRADES PRIOR TO ANY PIPE <br />INSTALLATION. REFLECT ON AS-BUILT DRAWING IF <br />DIFFERENT FROM HEREWITH. <br />VERIFY EXACT LOCATION OF ALL BUILDING COMPONENTS <br />THAT MAY OBSTRUCT PATH OF NEW PIPING. REFLECT <br />VERIFIED INFORMATION ON SHOP DRAWINGS FOR <br />COORDINATION AMONGST TRADES PRIOR TO ANY PIPE <br />INSTALLATION. REROUTE PIPING IF REQUIRED, REFLECT <br />ON AS-BUILT DRAWINGS IF DIFFERENT FROM HEREWITH. <br />PROTECT FIXTURE TO REMAIN IN PLACE DURING <br />DEMO/CONSTRUCTION WORK. PROVIDE TEMPORARY <br />UTILITIES WHEN NEEDED. COORDINATE SERVICE <br />INTERRUPTIONS WITH SCHOOL DISTRICT. <br />GAS SOLENOID VALVE ABV ACCESS PANEL. SEE FOOD <br />SERVICE DRAWINGS. <br />REINSTALL SALVAGED DRINKING FOUNTAIN. COORDINATE <br />FRAMING AND ELECTRICAL REQUIREMENTS AT SITE. <br />SLOPE PUMPED CD TO GRAVITY CD. SPILL CD DN TO <br />APPROVED RECEPTOR. TYPICAL. <br />PROVIDE GAS SOV SIGN ON WALL. <br />MATCH EXISTING PIPE SIZE <br />PROVIDE NEW 3 4"WALL HYDRANT FOR ROOF WELL. <br />PROVIDE 3 4"CW RISER FROM CEILING SPACE TO WALL <br />HYDRANT AT ROOF WELL. PROVIDE SOV ON RISER ABOVE <br />WALL HYDRANT. <br />IF REQUIRED, REUSE EXISTING PENETRATIONS THRU <br />STRUCTURAL COMPONENTS IF AVAILABLE WHEN POSSIBLE; <br />OR ROUTE PIPE AROUND/ABOVE/BELOW STRUCTURAL <br />COMPONENTS WHEN POSSIBLE. SEE STRUCTURAL <br />DRAWINGS & DETAILS FOR MORE INFORMATION ON <br />PENETRATIONS THRU OR ADJACENT TO STRUCTURAL <br />COMPONENTS. TYPICAL. <br />4"SS <br />2"V <br />ABC <br />COORDINATE <br />FRAMING AND <br />PIPING AT SITE <br />UG <br />UG <br />112"HW112"HW1"HW114"HW2"V2"V <br />UG <br />2"V <br />UG <br />2"VABC2"VUG3 4"CW112"CW1"HW1000 <br />GALLON 2"VABC2"V <br />34"PCD34"PCDABC <br />212"G <br />34"G34"G(63MBHx2) <br />PIPING SHOWN <br />DIAGRAMMATICALLY. <br />COORDINATE SHOP <br />DRAWINGS <br />AMONGST TRADES <br />212"G <br />(60MBHx2) <br />(144MBH) <br />(163MBH) <br />673MBH <br />(200MBH) <br />4"G 3"G <br />3"GGAS SOV <br />ON RISER <br />212" <br />114" <br />112" <br />2" <br />1" <br />3 4" <br />12" <br />GAS PIPE TABLE 1216.2(1) <br />INLET PRESSURE<2PSI, <br />0.5WATER COLUMN DROP, SPGR 0.6 <br />4" <br />3" <br />UG <br />UGUG UGABCABC <br />ABC <br />ABCABCUG <br />UG <br />UG10 <br />10 <br />1"CW <br />112"CW3 4"CW(R) <br />11 <br />11 <br />11 <br />11 <br />11 <br />KEYPLAN: <br />F <br />A <br />B <br />C <br />E <br />D3 <br />D2 <br />D1 <br />112"G <br />WHA <br />BEHIND AP <br />2"V 2"VUGUGUG 2"VABCAC <br />A2 <br />(200MBH) <br />1 <br />P1.2 <br />(E)112"G <br />250MBH(E)112"G 112"G3"G <br />450MBH <br />3"G <br />650MBH650MBH673MBH1323MBH <br />DRY PIT <br />4 <br />P5.2 <br />1"CD <br />UG <br />(E) 1 1/2"CW <br />(10TONS) <br />S-1 <br />2"FD <br />TEACHERS ROOM <br />JAN/ <br />STOR <br />COOLER <br />FOOD <br />LOCKER <br />COMP. & <br />W.H. <br />MP ROOM <br />STAGE <br />COMP. <br />102 <br />A106 <br />101 <br />A105104 <br />103 <br />KITCHEN <br />STAFF <br />TOILET <br />P2 <br />P3 <br />FREEZER <br />4 <br />4 <br />WHA <br />WHA <br />SHEETSOF730 Howe Avenue, Suite 450Sacramento, CA 95825Phone: 916.921.2112Fax: 916.921.2212KITCHEN RENOVATIONJOE SERNA SCHOOLSHEET NO. <br />CONSULTANT <br />UPDATED <br />CADFILE <br />CHECKED <br />DRAWN <br />SCALE <br />PROJECT NO. <br />DATE <br />REVISIONS BY <br />19-32-050 <br />RL <br />TD <br />AS NOTED <br />191009.00 <br />PM - DESIGN TEAM PROJECT NO. <br />MCM - RL/JSV <br />C A <br />RANCHO CORDOVA,CALIFORNIA <br />ENGINEERING CONSULTANTS, INC. <br />P I T A L <br />\\capsac.lan\network\Project_Docs\2019\191009.00\1200 Drawings\1205 AutoCAD Project Files\P2.2.dwg - April 10, 2020 12:46 PM - Joel Valencia04/10/2020 <br />FILE NO. 39-50 APP NO. 02-118041 <br />P2.2 PLUMBINGENLARGED FLOOR PLAN
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