WORK PLANS - Laserfiche WebLink

Home Browse Search

ANSUL VALVE ABOVE CEILING METER ADDRESS 302 N SACRAMENTO STREET, LODI, CA 95240 PULL STATION — 1 MUNT ON WEST ARCHITECTURE END COOKLINE WATER PRESURE NAME City of Lodi SEE DRWGS FOR L❑CATION MAX 45 MIN 40 ELEV 27 METER SIZE 3" SEE GAS CALC'S FOR FULL SIZE SIZES DEVELOPED LENGTH 200 FT EACHCAPP IANCEO SOV, FOR EACH GAS APPLINCE IN CO❑KLINE (LENGTH FROM METER OR PRV TO FURTHEST FIXTURE) ARCHITECT dP -PSI MOUNT HEADER NJ ASSOCIATES AVAILABLE PRESSURE 45.00 12' AFF RESIDUAL PRESSURE NA 22769 N BENDER ROAD LOSS DUE TO CHANGE IN ELEVATION Q x 0.463 0.00 ACAMPO CA 95220 L055 THRU METER 5.00 GAS HEADER 1 209.727.2040 LOSS THRU PRV 0.00 P0. 1 www.njaarchitecture.com DETAIL LOSS THRU RPBFP 10.00 LOSS THRU SOFTENER 5-00 CLIENT M IS CE LANEOU S NA PRESSURE REQUIRED AT MOST REMOTE FIXTURE 15.00 JOE H ADDAD PRESSURE AVAILBLE FOR FRICTION LOSS 10.00 P.O. BOX 691863 STOCKTON CA 95629 FRICTION LOSS PSI/100' =PRESSURE AVAILABLE /(DEVELOPED LENGTH/100') 5.00 PSI/100FT 209 481 8981 FIXTURE CONNECTION SCHEDULE HOSEBIB EC-1 PROJECT CONNECTION SIZES PUBLIC DEMAND LODI BOWLING PLUMBING SANITARY WATER WATER SEWER WATER SEWER PROVIDE LEAD SAFE S❑ FIXTURE QTY SEWER VENT TRAP COLD HOT FU FU FU FU WITH DRAWBAND AT 302 N SACRAMENTO STREET WATER CLOSET FV 15 3" 2" 3" 112" - 5 4 75 $0 ALL PIPE PENETRATI❑NS LODI CA 95240 URINAL FV 7 2" 1-1/2" 2" 314" - 4 2 28 14 LAV 10 2" 1-1/2" 1-114" 1/2" 112" 1 1 10 10 2• DRAIN 1 COMP SINK 2 2" 1-112" 1-112" 112" 112" 2 2 4 4 112' CW BELOW HAND WASH 1 2" 1-112" 1-114" 1/2" 112" 1 1 1 1 ROOF 3COMP SINK 1 2" 1-112" 1-112" 112" 1/2" 3 2 3 2 EVAP C ❑ ❑ L_ ER PIPING MOPMAN SINK 1 3" 2" 3" 3/4" 314" 3 3 3 3 2 TRAP PRIMER 5 - - 112" - 1 1 5 5 DETAIL P0. 1 ICE MACHINE 1 - - - 1/2" - 1 1 1 1 WASHING MACHINE 1 3" 2" 3" 3/4" 314" 3 3 3 3 DISHWASHER 2 3" 2" 3" - 3/4" 3 3 6 6 BATH TUBS 0 2" 1-112" 1-114" 1/2" 112" 4 2 0 D SHOWER 0 2" 1-112" 2" 112" 112" 2 2 0 0 DRINKING FOUNTAIN 1 - - - 1/2" - 1 1 1 1 320-5000 GALLON FD-2" 11 2" 1-1/2" 2" - - 0 4 0 44 GREASE INTERCEPTORS FD-3" 0 3" 2" 3" - - 0 6 0 D FLOOR SINK 2" 4 2" 1-112" 2" - - 0 4 0 16 B NORTHERN CALIFORNIA FLOOR SINK 3" 0 3" 1-112" 3" - - 0 6 0 0 HOSEBIBS -first 1 - - 1/2" - 2.5 0 2.5 D HOSEBIBS -after first 6 - - 112" - 1 0 6 0 TOTALS 69 1485 170 AC(Z C�: SYSTEM IS PREDOMINANTLY FLUSH VALVE. FROM CHART A-3 OF THE UPC, MINIMUM FLOW IS 80 GPM, THE 3" WATER SERVICE IS ADEQUATE FOR THIS BUILDING. THE 4" SS LINE IS ADEQUATE FOR DRAINAGE. TOP VIEW (COVERS AND RINGS REMOVED) 24" CAST IRON FRAMES AND COVERS 3", 6" AND 12" WITH GASKET (GASTIGHT) STANDARD GR2432 GRADE RINGS PLUG* AS REQUIRED GREASE T RAP SIZER AT EXTRA COST s , CONNECTION SIZES Kim Kim PLUMBING SANITARY SEWER DFU DFU aun�r FIXTURE QTY SEWER VENT TRAP TABLE 7-3 TOTAL C 4" PIPE AND FITTINGS FLOOR SINK 1 2" 1-112" 1-1/2" 2 2 STANDARD E MISC DRAIN 0 2" 1-112" 1-112" 2 0 1 COMP SINK 1 2" 1-112" 1-112" 3 3 3 COMP SINK 1 2" 1-1/2" 1-1/2" 3 3 SIDE SECTION VIEW *EXCEPT MODELS 320 de 500 MOPMAN SINK 1 3" 2" 3" 3 3 LIQUID MINIMUM MINIMUM FD-2" 4 2" 1-112" 2" 4 16 MODEL CAPACITY DIM A DIM B DIM C DIM D DIM E EXCAVATION EXCAVATION DEPTH OF N FD-3" 0 3" 2" 3" 6 0 NUMBER (GALLONS) WIDTH LENGTH BURY JP320EE-G 320 3'-0" 7'-0" 4-6" 3'-7" 3'-4" V-0" 8'-0" 1' TO 8' DISH MACHINE 0 2" 1-112" 11114" 4 D JP500EE-G 500 4'-0" 6'-0" V-10" 4'-10" 4'-7" 5'-0" 7'-0" 1' TO 6' TOTALS 7 27 JP750EPE-G 750 4'-0" 8'-1" 6'-3" 5'-0" 4'-9" 5'-3" 9'-1" 1' TO 6' JP1000EPE-G 1000 5'-1" 8'-2-16'-3" 5'-0" 4'-9" 6'-4" 9'-2" 1' TO 6' SITE REQUIRES A 1000 GAL GRAVITY GREASE JP12DOEPE-G 1200 V-9" 8'-6" 6'-6" 5'-0" 4'-9" 7'-0" 9'-6" 1' TO 6' JP1500EK-G 1500 5'-7" 10'-8" 6'-3" 5'-0" 4'-9" 6'-10" 11'-8" 1' TO 6' INTERCEPTOR. JP2000EPE-G 2000 4'-1r 15'-Il* 6'-0" 5'-0. 4'-9" 5'-11" 16'-11" 1' TO 6' PROFESSIONAL STAMP JZ25OMK-G 2500 V-9" 16'-10" 6'-0" 5'-0" 4'-9" V-9" 17'-10" 1' TO 5' JZ30OMK-G 1 3000 V-9" 16'-10" V-9" 5'-9" 5'-6" 6'-9" 17'-10" 1' TO 5' JZ4000EPE-G 4000 7'-8" 16'-7" 6'-9"15'-6" 5'-3" 8'-8" 17'-7" 1' TO 5' G. WATER 0 G A JZ5000EPE—Gjr-11-16--9-16--6- 5000 7'-8" 16'-7" 8'-8" 17'-7" 1' TO 4' WATER HEATER SIZERS) DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS (WATER LEVEL BELOW TANK.) * yt QtY Plumbing Fixture mand gphotal deman Fixture HI Lo Hi Lgp ent vg water o 9 Temp BEDDING NOTE: SUITABLE SUB—BASE BEDDED WITH GRANULAR MATERIAL SHALL BE NO. M29759 0 Vegetable sink 15 15 0 0 PREPARED TO HANDLE ANTICIPATED LOADS. 6-30-20-- Q 1 Single pot sink 20 15 20 15 FOR COMPLETE DESIGN AND PRODUCT INFORMATION _V� cHAN\G\P CONTACT JENSEN PRECAST. F 0 Double pot sink 40 30 0 0 �F p 621/07 J 1MKYM 1M Aaltto 1.d1a1pM P►Od10t dMlvl ��n��n OF C P� 1 Triple pot sink 60 45 60 45 JP320-JZ5000_GREASE_NOCAL_..dwg �� "Athaut eaft pp"contact I tr.a�WIMWM ©2007 Jensen Precast " Y x�k an t d�MP� PRECAST 0 Pre-rinse for dishes-shower head 45 45 D 0 0 Bar sink-one compartment large 17 - 0 0 Bar sink-one compartment small 5 - 0 - REVISIONS 1 Chemical sanitizing glasswasher 60 - 60 - No. Description Date By 0 Lavatory 5 5 0 0 1 dish machine 70 70 70 70 0 Cook sink 10 10 0 0 0 Hot water filling faucet 15 15 0 Q 0 Bain Made 10 10 0 0 0 Coffee um 5 5 0 0 0 Kettle stand 5 5 0 0 0 Garbage can washer 50 50 0 0 Project 17028 0 Nine and twelve pound clothes 45 45 0 0 p� 1 1 Sixteen pound Clothes washer 60 60 60 60 Pown NR 0 Employee shower 20 20 0 0 ��iecked GD 1 Mop Sink 15 15 15 15 By: Totals 285 205 50 140 y water temp rise= 80 Hot water heater sizing-Tank use state 100gal/199 mbh input wh. PERMIT S E T w/294 gal 1 st hr recovery at 80°F rise Lodi Bowling 302 N Sacramento Street Lodi, CA 95240 JOB # 2018-061 SHEET TITLE GDMD ENGINEERING, INC Mechanical and Safety Engineers PLUMBING SCHEDULES, 212 W Pine St, Ste 4 DETAILS, AND NOTES Lodi, Ca 95242 Ph 209-367-0899 Fax 209-367-0898 E-mail:gdmdengrinc@sbcglobal.net