HomeMy WebLinkAbout3171-37WALL SURFACE_
SHAPED 2"X10" SPACERS WILL BE GUT TO,
INSURE A TIGHT FIT TO WATER HEATER
SECURE SHAPED 2"X10" SPACER TO
2"X4" CLEATS WITH 5 -145d NAILS
SECURE PLUMBERS TAPE (24 GA. MIN.)
AROUND WATER HEATER TO 2"X10
MIN
r�
l
HOT WATER G01`12UTATION
PLUMBING FIXTURES Q_ry- GPH (PF -AK DEMAN7)
3 COMPARTMENT SINK 1 42
MOP SINK 1 15
FOOD PREP SINK 1 5
HAND SINK 1 5
TOTAL GPH............................ :.....................67
VALUES FOR ELECTRIC HOT WATER HEATER SYSTEM FORMULA
WEIGHT OF WATER 00 T ...............................8.33 Ibs. PER GALLON
TEMPTURE RISE (AVE.). .................... ..... 120F - 70F = 50F CHANGE
THERMAL EFFICIENCY ................... :.,.....0.98 (ROUNDOFFTO 1.0)
1KW = 3,413 BTU'S__ ............................ .......... ..(ROUND OFF TO 3,400)
KWS = GPH X WT. WATER X TEMP. RISE/THERMAL EFFICENGY -
KW CONVERSION = g% X 833 X 50 27.900 BTU 8.2 KW
1 3,400
WATER CLOSET "ACORN" 8 1" 3" 3"
l ro75-W-1-ADA-FVT-H S -SW
LAVATORY "ACORN" 4 1/2" 3" 2"
1953-1 ADA -DMS -3 -TE -GT -LC
URINAL "ACORN" 4 1" 3" 2"
1705-W-1-ADA-FVT-SW
MOP SINK "ELKAY" 2 1/2" 1/2" 2" 3"
EFS2523C
HAND 51NK "ACORN" 2 1/2" 1/2 2" 2"
1953-1-ADA-9--GE-OF-LC .
SCULLERY SINK "EAGLE GROUP" 2 1/2" 1/2" 2" 2" DRAIN TO FLOOR SINK
412-16-3-18
FOOD SINK "EAGLE GROUP' 2 1/2" 1/2" 2" 2" DRAIN TO FLOOR SINK
MODEL ##FN2016-1-14/3-FDO'
FLOOR DRAIN "EAGLE GROUP' 0 1/2" 2" 2"
FD -RG
WATER HEATER "RHEEM/RUDD" 2 1-1/4" 1-1/4"
ES50-9G
DRINKING "HAWS" 1 1/2" 3" 2"
FOUNTAIN 1119 DOUBLE
- HOSE BIBB "WOODFORD" -3 3/4" 3"
24-P - 3/4 L.K.
HOSE BIBB "ACORN" 2 3/4" 3"
8151 (RECESSED BOX)
FLOOR DRAIN "J.R. SMITH" 10 1/2" 3" 2"
2005YA05 N B -P -U
AUTOMATIC ATP CAST BRONZE 10 1/2" 3" 2"
TRAP PRIMER
WATER HAMMER "WADE" 2 1-1/4" 3"
ARRESTOR W-20 (SHOCK STOP)
CLEANOUT "J.R. SMITH" 3 4"
................................................................................................................................................
aUPPLY "I G WATER METER
PROVIDE HOSE BIBB5 UNDER LAV. IN
/ '�" �"` "� WOMENS ,$ MENS REST ROOMS WITH
Y_V � _I _E R_ �..� ! � _1. z�AI._.1I _ =_1. - LOOSE KEYS. PROVIDE HOSE BIBB
BOXS ADJACENT TO CONSESSION
AREAS ENTRY DOORS.
• CIVIL/STRUCTURAL ENGINEERS"` 4049 Brockton Avenue REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SCALA
-MUNICIPAL CONSULTANTS � fi Q
•SURVEYORS GPS GEOMATIC5 O Prepared Under The Supervision Of : �T 1 1.� a 1 AA CAL R �A NOTED
p]��0��,TE,NC -PLANNERS
/y� Rtve��de,cA 9zs0b�� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DATE: -
'S
ATE
a ARCH ITECrTU RE PLAN
pFESS/
151 south Girard Street • Hemet, Ca 92544. (�09) 652—x.454 c909)3�9-0700 C �' �� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �®e '�+� 03.-15-2002
FAX (909) 766-8942 • E—MAIL cozad0vie,net �� \ � �• DR.,•s, �"—
SHOWN HEREON AND CARRIED FORTH IN ADILIGENT MANNER, � -►3
Fax (9093 369-4039 JACK PARK
STANL.I~Y E. STEELS r DIAL_ TWO WORKING p THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO "° cs'�d m
DESIGN! BY: A 16
BUILDING CONSULTANT, L.L.C.
`; e-mail: comworks�pe.net BEFORE HAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �V/ 13 n, .,.
D
YC7U D I G
PH E
2345 EAST HIGH MOUNTAIN DRIVE .> Y U D I C7 �. J'��
http.�1www.pe.net�comworks .. STANDARDS IN EFFECT. ,� f� � ��- Dcite :9 S O3
CHECKED �Y: Dov DRAWNG NO.:
SANDY, UTAH 84092 rrti rr1r rr p1u1 TOLL FREE 1-800-222%-260a 'f eNntlel .;�%
a0l-495-1112 FAX.._801-495-1114 �t) V 11 V R p Y A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT = A % `O . p . 1
}
CWDG JOB NUMBER. fJ10320 C! ENGINEER R.C.E. 511.52 DATE: 73
SHAPED SPACERS WITH 5 - rod NAILS
SECURE PRESSURE TREATED CLEATS
WITH 3-1/2"X10" ANCHOR BOLTS
d _A
dH --------�•_
uI_._..._
l9 E
10 Ot-
PIPE REQUIRf`1ENTS:
z _.
�
uJ: WALL SURFACE
"A ...... WATER PIPING
ALL WATER PIPING IN51DE BUILDING:
"L"
TYPE COPPER TUBING HARD DRAWN WITH GA5T
BRONZE OR WROUGHT COPPER SWEAT FITTINGS.
-1
ALL WATER PIPING BELOW GROUND:
-TYPE "K" WITH A COATING OF ASPHALT.
"13 501L I WASTE VENT PIPING OVER 2-1/2"
ELECTRIC WATER HEATER
SERVICE WEIGHT CAST IRON HUBLF-53 PIPE WITH
w
GASKET $ STAINLESS STEEL CLAMPING DEVICE AS
A 4. Nf-
APPROVED BY THE CAST IRON INSTITUTE.
1 Y
PLATFORM WILL BE PAINTED 3/4" 4 EXTERIOR
"G".....SANITARY VENT PIPING 2-1/2" � SMALLER ABOVE GROUND
2-1/2JEEP 20 GA, G.I. DRIP PAN PLYWOOD OVER 2"X4" FRAMING @ 10" O/C
(EXCEPT A5 OTHERWISE CALLED FOR ON THE DRAWINCa)
WITH 1/2 PVC DRAIN LINE TO DAYLIGH �Q
SCHEDULE 40 GALVANIZED STEEL SCREWED PIPE
ASTM A-120
1 FINISH FLOOR
"D".....SANITARY SEWER FRAM 5' O" OUTSIDE BUILDING
PLATFORM MUST BE WATER HEATER STRAPS WILL
(EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
ANCHORED TO WALL $ FLOOR RESIST LATERAL FORGES EQUAL
EXTRA STRENGTH VITRIFIED CLAY SEWER PIPE
TO 100% OF GRAVITY LOADING
MANUFACTURED TO ASTM .STANDARDS WITH
C"X O" CONTINUOUS SLIM FOOT BASE TILE
PLASTICIZED CHLORIDE COMPOUND IN BELL
WATER HEATER ST ,PPI ft 0
SPIGOT ENDS 0R MISSION HAND SEAL WITH
1" �, v SGAL.E 3/4" = V- O"
TYPE 310 STAINLESS STEEL BANDS.
r�
l
HOT WATER G01`12UTATION
PLUMBING FIXTURES Q_ry- GPH (PF -AK DEMAN7)
3 COMPARTMENT SINK 1 42
MOP SINK 1 15
FOOD PREP SINK 1 5
HAND SINK 1 5
TOTAL GPH............................ :.....................67
VALUES FOR ELECTRIC HOT WATER HEATER SYSTEM FORMULA
WEIGHT OF WATER 00 T ...............................8.33 Ibs. PER GALLON
TEMPTURE RISE (AVE.). .................... ..... 120F - 70F = 50F CHANGE
THERMAL EFFICIENCY ................... :.,.....0.98 (ROUNDOFFTO 1.0)
1KW = 3,413 BTU'S__ ............................ .......... ..(ROUND OFF TO 3,400)
KWS = GPH X WT. WATER X TEMP. RISE/THERMAL EFFICENGY -
KW CONVERSION = g% X 833 X 50 27.900 BTU 8.2 KW
1 3,400
WATER CLOSET "ACORN" 8 1" 3" 3"
l ro75-W-1-ADA-FVT-H S -SW
LAVATORY "ACORN" 4 1/2" 3" 2"
1953-1 ADA -DMS -3 -TE -GT -LC
URINAL "ACORN" 4 1" 3" 2"
1705-W-1-ADA-FVT-SW
MOP SINK "ELKAY" 2 1/2" 1/2" 2" 3"
EFS2523C
HAND 51NK "ACORN" 2 1/2" 1/2 2" 2"
1953-1-ADA-9--GE-OF-LC .
SCULLERY SINK "EAGLE GROUP" 2 1/2" 1/2" 2" 2" DRAIN TO FLOOR SINK
412-16-3-18
FOOD SINK "EAGLE GROUP' 2 1/2" 1/2" 2" 2" DRAIN TO FLOOR SINK
MODEL ##FN2016-1-14/3-FDO'
FLOOR DRAIN "EAGLE GROUP' 0 1/2" 2" 2"
FD -RG
WATER HEATER "RHEEM/RUDD" 2 1-1/4" 1-1/4"
ES50-9G
DRINKING "HAWS" 1 1/2" 3" 2"
FOUNTAIN 1119 DOUBLE
- HOSE BIBB "WOODFORD" -3 3/4" 3"
24-P - 3/4 L.K.
HOSE BIBB "ACORN" 2 3/4" 3"
8151 (RECESSED BOX)
FLOOR DRAIN "J.R. SMITH" 10 1/2" 3" 2"
2005YA05 N B -P -U
AUTOMATIC ATP CAST BRONZE 10 1/2" 3" 2"
TRAP PRIMER
WATER HAMMER "WADE" 2 1-1/4" 3"
ARRESTOR W-20 (SHOCK STOP)
CLEANOUT "J.R. SMITH" 3 4"
................................................................................................................................................
aUPPLY "I G WATER METER
PROVIDE HOSE BIBB5 UNDER LAV. IN
/ '�" �"` "� WOMENS ,$ MENS REST ROOMS WITH
Y_V � _I _E R_ �..� ! � _1. z�AI._.1I _ =_1. - LOOSE KEYS. PROVIDE HOSE BIBB
BOXS ADJACENT TO CONSESSION
AREAS ENTRY DOORS.
• CIVIL/STRUCTURAL ENGINEERS"` 4049 Brockton Avenue REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SCALA
-MUNICIPAL CONSULTANTS � fi Q
•SURVEYORS GPS GEOMATIC5 O Prepared Under The Supervision Of : �T 1 1.� a 1 AA CAL R �A NOTED
p]��0��,TE,NC -PLANNERS
/y� Rtve��de,cA 9zs0b�� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DATE: -
'S
ATE
a ARCH ITECrTU RE PLAN
pFESS/
151 south Girard Street • Hemet, Ca 92544. (�09) 652—x.454 c909)3�9-0700 C �' �� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �®e '�+� 03.-15-2002
FAX (909) 766-8942 • E—MAIL cozad0vie,net �� \ � �• DR.,•s, �"—
SHOWN HEREON AND CARRIED FORTH IN ADILIGENT MANNER, � -►3
Fax (9093 369-4039 JACK PARK
STANL.I~Y E. STEELS r DIAL_ TWO WORKING p THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO "° cs'�d m
DESIGN! BY: A 16
BUILDING CONSULTANT, L.L.C.
`; e-mail: comworks�pe.net BEFORE HAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �V/ 13 n, .,.
D
YC7U D I G
PH E
2345 EAST HIGH MOUNTAIN DRIVE .> Y U D I C7 �. J'��
http.�1www.pe.net�comworks .. STANDARDS IN EFFECT. ,� f� � ��- Dcite :9 S O3
CHECKED �Y: Dov DRAWNG NO.:
SANDY, UTAH 84092 rrti rr1r rr p1u1 TOLL FREE 1-800-222%-260a 'f eNntlel .;�%
a0l-495-1112 FAX.._801-495-1114 �t) V 11 V R p Y A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT = A % `O . p . 1
}
CWDG JOB NUMBER. fJ10320 C! ENGINEER R.C.E. 511.52 DATE: 73