My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
3702
>
1600 - Food Program
>
PR0544851
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/12/2023 10:59:30 AM
Creation date
1/12/2023 10:56:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0544851
PE
1614
FACILITY_ID
FA0025488
FACILITY_NAME
LUV 2 PLAY
STREET_NUMBER
3702
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95212
CURRENT_STATUS
01
SITE_LOCATION
3702 E HAMMER LN STE C
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\jcastaneda
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
45
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
GWGWGWGWGWGWGWGWGW·······OVERALL PLUMBING FIXTURE UNIT COUNTS FOR THE BUILDINGFIXTURE NAMEQtyWATERWASTECW FUTOTALDRN FUTOTAL NEWFIXTURESWATER CLOSET6530424URINAL24824LAVATORY41414FLOOR DRAIN2--24FLOOR SINK6--318DRINKING FOUNTAIN212121 COMP PREP SINK11.51.5INDIRECTINDIRECT3 COMP RINSE SINK133INDIRECTINDIRECTHAND SINK21.5324MOP SINK13333SODA MIXER111INDIRECTINDIRECTSODA MACHINE111INDIRECTINDIRECTICE MAKER111INDIRECTINDIRECTCOFFEE MACHINE111INDIRECTINDIRECTDISHWASHER11.51.5INDIRECTINDIRECT TOTAL NEW FIXTURES6063OTHER TENANTS EXISTING FIXTURES4050OVERALL BUILDING FIXTURES (NEW/EXISTING)100113DOMESTIC COLD WATER CALCULATIONS PER CPC 2016WATER PRESSURE : MAX85MIN80SET PRESSURE AT PRESSURE REGULATOR TO:75TOTAL CW100FLOW (GPM)68PRESSURE LOSS THRU3"METER6.5PRESSURE LOSS THRU3"BFP13PRESSURE LOSS THRU3"PR3PRESSURE LOSS THRU1 1/2"SUB-METER (55GPM)7HEAD LOSS10FT X (.434)4.3MIN PRESSURE REQUIRED AT FIXTURE (PSI)25TOTAL LOSSES (PSI)58.8PRESSURE AVAILABLE AFTER LOSSES (PSI)16.2TOTAL DISTANCE TO LAST FIXTURE (FT)200MAX DISTANCE WITH 25%250ALLOWABLE DROP PER 100 FT.6.46HOT & COLD WATER PIPE SIZINGFRICTION LOSS PER 100 FEET:6.46PI <br />P <br />E <br /> <br />S <br />I <br />Z <br />E <br />COLD WATERHOT WATERCW GPMCW FU (F.T.)CW FU (F.V.)HW GPMHW FU1/2"34-343/4"910-791"1822-12161 1/4"30541219281 1/2"40852728502"70242108481192 1/2"11844531070225PLUMBING WASTE & VENT SIZE CHARTPIPE SIZING PER CPC 2016 703.2PIPE SIZEMAX. UNIT (WASTE)MAX. UNIT (VENT)1 1/2"182"8242 1/2"14483"35844"216256CLEANOUT SIZING PERC CPC 2016, TABLE 707.1PIPE SIZESIZE OF CLEANOUTTHREADS PER INCH1 1/2"1 1/2"11 1/2"2"1 1/2"11 1/2"2 1/2"2 1/2"83"2 1/2"84" & LARGER3 1/2"8KITCHEN WATER HEATER SIZINGWH EFFICIANCY :0.98TEMPRISE60FIXTUREQTYGPHTOTALDISH WASHER130301 COMP PREP SINK128283 COMP PRE RINSE14242HAND SINK2510LAVATORY4520MOP SINK11515TOTAL GPH145REQUIRED BTU/HR:73,950REQUIRED KW/HR:222016 NON-RESIDENTIAL MANDATORY MEASURESTABLE 5.303.2.3FIXTURE FLOW RATEFIXTURE TYPEMAXIMUM FLOW RATE AT 20 PERCENT REDUCTIONShower heads2 gpm @ 80 psiLavatory faucets-nonresidential0.5 gpm @ 60 psiKitchen faucets1.8 gpm @ 60 psiWash fountains1.8 [rim space (in.)/20 gpm @ 60 psi]Metering faucets0.2 gallons/cycleMetering faucets for wash fountains0.20 [rim space (in.)/20 gpm @60 psi]Gravity tank type water closets1.28 gallons/flush ( See note 1)Flushometer tank water closets1.28 gallons/flush ( See note 1)Flushometer valve water closets1.28 gallons/flush ( See note 1)Electromechanical lydraulic water closets1.28 gallons/flush ( See note 1)Wall Mounted Urinals.125 gallons/flushFloor Mounted Urinals.5 gallons/flush1. includes single and dual flush water closets with an effective flush of 1.28 gallons or less: Single Flushtoilets-The effective flush volume shall not exceed 1.25 gallons (4.8 liters). The effective flush volume isthe average flush volume when tested in accordance with ASME A 112.19.233.2. Dual flush toilets- theeffective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined asthe composite, average flush volume of two reduced flushes and one full flush. Flush volumes will betested in accordance with ASME A 112.19.2 and ASME A 112.19.14PLUMBINGSCHEDULES &NOTESP0.1SHEET TITLESCALECHECKED BYJOB NO.SHEET NUMBERSTART DATERP.18-0724PREPARED FOR:The contractor shall verify and beresponsible for all dimensions andconditions on the job and this officemust be notified in writing of anyvariation from the dimensions andconditions shown by these drawings.08/23/18CONSULTING MECHANICAL,ELECTRICAL, & PLUMBING ENGINEERS1120 SYCAMORE AVE, 2AVISTA, CA. 92081(949)-487-0440 (w)(858)-240-4336 (w2)(866)-936-5447 (f)www.proengineeringconsulting.cominfo@proengineeringconsulting.comLUV 2 PLAY <br />STOCKTON <br />3702 E. HAMMER LANE <br />STOCKTON, CA.
The URL can be used to link to this page
Your browser does not support the video tag.