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Revit MEP work for Hooks JHS
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Z 1 - 11000
ZONEAC NUMBERZONE NUMBER
ZONE CFM
ABV ABOVEBEL BELOWBTU BRITISH THERMAL UNITCAP CAPACITYCD CEILING DIFFUSERCFM CUBIC FEET PER MINUTECG CEILING GRILLECONC CONCRETECOND CONDENSATECONN CONNECTIONCONT CONTINUATIONCR CEILING REGISTERD DRAINDB DRY BULBDL DOOR LOUVERDN DOWNDTR DOWN TRHU ROOFEA EXHAUST AIR(E) EXISTINGENT ENTERINGF.A. FACE AREAF FARENHEITFLA FULL LOAD AMPSFPI FINS PER INCHFPM FEET PER MINUTEFLEX FLEXIBLEGALV GALVANIZEDGA GAUGEHP HORSEPOWERIN INCHISOL ISOLATORLBS POUNDSLVG LEAVINGEMS ENERGY MANAGEMENT SYSTEMM.A. MIXED AIRMAX MAXIMUMMBH 1000 BTU'S PER HOUR(N) NEWMIN MINIMUMMOD MODULATING DAMPERMVD MANUAL VOLUME DAMPERNTS NOT TO SCALEOPER. WT. OPERATING WEIGHTOPG OPENINGOSA OUTSIDE AIRPD PRESSURE DROPPH PHASEPRESS PRESSUREPOC POINT OF CONNECTIONPSI POUNDS PER SQUARE INCHRA RETURN AIRRAR RETURN AIR REGISTERREQ'D REQUIREDRLA RATED LOAD AMPSRPM REVOLUTIONS PER MINUTEØ ROUND DUCTSA SUPPLY AIRSP STATIC PRESSURESF SQUARE FEETSWR SIDEWALL REGISTERSL SOUND LINEDTEMP TEMPERATURET'STAT THERMOSTATTYP TYPICALUTR UP THRU ROOFV VOLTVTR VENT THRU ROOFW/ WITHWB WET BULBW.G. WATER GAUGE
T
S ON-OFF SWITCH
THERMOSTAT
SECTION THRU RECTANGULAR RETURN DUCT
SECTION THRU RECTANGULAR SUPPLY DUCT
SECTION THRU RECTANGULAR EXHAUST DUCT
FLEXIBLE CONNECTION
RD
DUCT RISE IN DIRECTION OF FLOW
DUCT DROP IN DIRECTION OF FLOW
MANUAL VOLUME DAMPER (MVD)
AUTOMACTIC FIRE DAMPER (AFD)
MODULATING DAMPER (MOD)
BACKDRAFT DAMPER (BDD)
STATIC PRESSURE DAMPER
COMBINATION FIRE/SMOKE DAMPERM
BYPASS DAMPERBD
SOUND TRAP
SOUND LINED (SL) DUCT W/ INTERNALINSULATION. DUCT SIZES SHOWN ARENET INSIDE DIMENSION
SMOKE DETECTORSD
FLEXIBLE DUCT TO CEILING DIFFUSEROR REGISTER
SINGLE LINE RIGID SHEET METALDUCTWORK
FURNISHED & INSTALLED BYMECHANICAL CONTRACTOR
FURNISHED & INSTALLED BYELECTRICAL CONTRACTOR
FURNISHED & INSTALLED BY MECHANICALCONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR
FURNISHED BY ELECTRICAL CONTRACTOR, INSTALLEDBY MECHANICAL CONTRACTOR, WIRED BY ELECTRICALCONTRACTOR
CLOSING COIL IN MAGNETIC STARTER
SWITCH
M
E
ME
EM
CC
SW
MECHANICAL LEGENDS & ABBREVIATIONS
BD-11000
BYPASS DAMPERAC NUMBER
DAMPER CFM
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
M-001
LEGENDS,NOTES, &SCHEDULES
Project Number
VOPP
PACKAGED AIR CONDITIONING UNIT SCHEDULE
MANUFACTURERUNIT MODEL CFM
TOTAL SENSIBLE
EWBTEMP.
ºF
ENTCOND
TEMP ºF
COOLING CAP HEATING CAPACITY
EER
INPUT MBH OUT MBH ROWS
EVAPORATOR COIL
FPI FACE AREA ROWS FPI FACE AREA
ESPIN (WG)
CONDENSER COIL
NO. SIZE RPM
INDOOR FAN
BHP NO. SIZE RPM
OUTDOOR FAN
BHP COMPNO.1 RLA
ELECTRICAL
COMPNO.2 RLA
OFM (FLA)EACH
IFM (FLA)EACH V PHASE HZ MCA MOCP
FILTERS(INCHES)
OPER.WEIGHTINCLUD.
CURB(LBS.)
ACCESSORIESINTEGRATED REMARKS ANCHORAGE
1 TIME GUARD II CONTROL CIRCUIT
MEP COMPONENT ANCHORAGE NOTE:
ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED ANDINSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NODETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TOMEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2010 CBC,SECTIONS 1615A.1.12 THROUGH 16A.1.22 AND ASCE 7-05 CHAPTER 6 AND 13.
1. ALL PERMANENT EQUIPMENT AND COMPONENTS.2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS, OR WATER.3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH
TEMPORARY ATTACHMENTS.
THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BEPOSITIVELY STTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THEPROJECT INSPECTOR WILL VERIFY THAT THESE ITEMS HAVE BEEN POSITIVELY ATTACHED.THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THECOMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.
A. COMPONENTS WEIGHTING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT
DIRECTLY SUPPORT THE COMPONENT.B. COMPONENTS WEIGHTING LESS THAN 20 POUNDS, OR INTHE CASE OF DISTRIBUTED SYSTEMS LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF
OR FLOOR OR HUNG FROM A WALL.
FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPORVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICALENGINEER.
PIPING, DUCTWORK, AND ELECTRICALDISTRIBUTION SYSTEM BRACING NOTEPIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITHTHE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-05 SECTION 13.3 AS DEFINED IN ASCE 7-05 SECTION 13.6.8, 13.6.7, 13.6.6, AND 2010 CBC, SECTIONS 1615A.1.20, 1615A.1.21 AND 1615A.1.22.
THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPDPRE-APPROVALS WITH AN OPA #, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) ASMODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.
COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGINGAND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.
THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TOSUPPORT THE HANGER AND BRACE LOADS.
SEER
AC1
AC4
AC5
AC9
115 93 3 15 5.5 2 17 12.7 1 10X10 1,175CARRIER 48HCFA04 1,200 0.8 35.2 27.5 67º 105º 15 12.5 5.8 - 0.5 2.1 460 3 60 13.1 15 (2)16X25X2(1)20X24X1 8901.2 1 22"DIAM. 825 1/8 1 3 4 5 6
150 120 3 15 8.9 2 17 20.5 1 15X15 949CARRIER 48HCFA07 2,400 1.0 71.2 55.3 67º 105º - 12 9.7 9.7 0.8 3.4 460 3 60 13.1 15 (4)16X20X2(1)20X36X1 1,2752.9 2 22"DIAM. 1,100 1/4
CARRIER 48HCFD07 2,400
2 100% DRY-BULB TYPE ECONOMIZER 3 100% BAROMETRIC RELIEF 4 MODULATING POWER EXHAUST 5 CO2 SENSOR 6 POWERED CONVENIENCE OUTLET
MAKE-UP AIR UNIT
MANUFACTURERUNIT MODEL SERVICE
ESP HP VOLT INPUT
SUPPLY FAN & MOTOR PUMP MOTOR
HP VOLT QTY. SIZE
FILTERS OPER.WEIGHTINCLUD.
CURB (LBS.)
ANCHOR.DETAIL
CFM
REMARKS
120V-1PH 1 6" CELDEK 1,145PROVIDE WITH BLOWER, FURNACE,EVAPORATIVE COOLER AND DOWN TURN SAPLENUM
OUTPUT
REZNOR RDH-200GYM MEN'S,WOMEN'SLOCKER
2,800 1.2 2 460V-3PH 200 MBH 162 MBH 1/50MUA1
HEATING CAPACITY
ACCESSORIES NOTES:
SERVICE AREA
GYM OFFICE
MPRKITCHEN
MPR STAGE117
400 324 4 15 26 2 17 29.6 2 18X1515X11 1,176CARRIER 48HCFD24 8,000 1.6 237.1 182.2 67º 105º - 12 18.6 14.7 0.9 6.4 460 3 60 53.8 60 (9)16X25X2
(4)16X25X1 3,2508.7 4 22"DIAM. 1,100 1/4 1 3 4 5 62GYM 101
AC7 250 205 4 15 22 2 17 21.4 2 15X15 863CARRIER 48HCFD12 4,000 1.4 111.9 86.9 67º 105º - 11.5 7.7 7.7 3.1 4.4 460 3 60 27.8 35 (6)20X25X2
(4)16X25X1 1,5003.3 3 22"DIAM. 1,100 1/4 1 3 4 5 62MPR MAINROOM 125
AC6
224 184 4 15 11.1 2 17 25.1 1 15X15 1,084CARRIER 48HCFD08 3,000 1.0 88.2 70.1 67º 105º - 12 6.1 6.1 0.8 2.6 460 3 60 21.1 25 (4)20X20X2(1)20X24X1 1,3502.4 2 22"DIAM. 1,100 1/4 1 3 4 5 62
MPR SERVINGROOM 127
AC11
AC10
3.4 460 3 60 13.1 15 (4)16X20X2(1)20X36X1 1,2759.7 9.7 0.82.9 2 22"DIAM. 1,100 1/43 15 8.9 2 17 20.5 1 15X15 949150 1201.0 71.2 55.3 67º 105º - 12
AC8
AC2
AC3
150 120 4 15 7.3 2 17 21.3 1 10X10 1,466CARRIER 48HCFA06 2,000 1.0 57.5 40.25 67º 105º 15.6 13 7.0 7.0 0.9 3.4 460 3 60 13.1 15 (4)16X16X2(1)20X24X1 7972.4 1 22"DIAM. 1,100 1/4 1 3 4 5 6
CARRIER 48HCFD07 2,400
MPRMUSIC/DRAMA
MPRMUSIC/DRAMA 3.4 460 3 60 13.1 15 (4)16X20X2
(1)20X36X1 1,2759.7 9.7 0.82.9 2 22"DIAM. 1,100 1/43 15 8.9 2 17 20.5 1 15X15 949150 1201.0 71.2 55.3 67º 105º - 12
SHEET INDEX
LEGENDS, NOTES, AND SCHEDULES
SHEET NUMBER
M-001
SHEET TITLE
MULTI-PURPOSE MECHANICAL FLOOR PLANMA-111
MULTI-PURPOSE MECHANICAL ROOF PLANMA-131
GYMNASIUM MECHANICAL FLOOR PLANMB-111
GYMNASIUM MECHANICAL ROOF PLANMB-131
DETAILSM-501
120V-1PH 1 6" CELDEK 1,145PROVIDE WITH BLOWER, FURNACE,EVAPORATIVE COOLER AND DOWN TURN SAPLENUM
REZNOR RDH-200 MPRKITCHEN 2,340 1.4 2 460V-3PH 200 MBH 162 MBH 1/50MUA
3
EQUIPMENT SCHEDULE
MITSUBISHI INDOOR WALL MOUNTED COOLING ONLY UNIT MODELPKA-A30KA, 530 CFM, COOLING CAPACITY 30MBH, 13.0 SEER, 208V-1PH-60HZ, MCA = 1, MOCP = 15, OPERATING WEIGHT = 53 LBS.BREAKER SIZE 30 AMP. PROVIDE WITH CONDENSING PUMP.
FC1
CU1
MITSUBISHI OUTDOOR UNIT MODEL PUY-A30NHA,208V-1PH-60HZ, MCA = 25, MOCP = 40, OPERATINGWEIGHT = 163 LBS. FOR ANCHORAGE DETAILS SEE
MUA2AND
EXHAUST FAN SCHEDULE
SERVICEUNIT TYPE CFMFANRPM
HP(WATTS)
VOLT PH
WEIGHT(LBS)
ANCHOR.DETAIL
FANWHEELDIA. IN(MIN)
REMARKSESP
IN (WG)HZ
EF1 - PROVIDE BACKDRAFT DAMPERGYM FACULTY
RESTROOM 219 CEILING 200 0.25 1,500 192 120 1 60 16
MANUFACTURERAND MODEL
LOREN COOKGC-190
MOTOR
EF2 - PROVIDE BACKDRAFT DAMPERGYM FACULTY
RESTROOM 210 CEILING 200 0.25 1,500 192 120 1 60 16LOREN COOKGC-190
EF3 16.5" PROVIDE BACKDRAFT DAMPER AND
MANUFACTURER ROOF CURBGYM MEN'S LOCKER
ROOM 216ROOF
VENTILATOR 2,800 5/8 1,215 3/4 120 1 60 106LOREN COOK1656CB
EF4 16.5" PROVIDE BACKDRAFT DAMPER AND
MANUFACTURER ROOF CURBGYM WOMEN'S
LOCKER ROOM 207ROOF
VENTILATOR 2,800 5/8 1,215 3/4 120 1 60 106LOREN COOK1656CB
EF5 10" PROVIDE BACKDRAFT DAMPER AND
MANUFACTURER ROOF CURBGYM MEN'S
RESTROOM 222ROOF
VENTILATOR 600 0.5 1,600 1/6 120 1 60 45LOREN COOK100C2B
EF6 10" PROVIDE BACKDRAFT DAMPER AND
MANUFACTURER ROOF CURBGYM WOMEN'SRESTROOM 206
ROOFVENTILATOR 600 0.5 1,600 1/6 120 1 60 45LOREN COOK
100C2B
EF7 10" PROVIDE BACKDRAFT DAMPER AND
MANUFACTURER ROOF CURBGYM MEN'S
SHOWER 221ROOF
VENTILATOR 400 0.5 1,260 1/6 120 1 60 45LOREN COOK80C2B
EF8 10" PROVIDE BACKDRAFT DAMPER AND
MANUFACTURER ROOF CURBGYM WOMEN'SSHOWER 208
ROOFVENTILATOR 400 0.5 1,260 1/6 120 1 60 45LOREN COOK
80C2B
EF9
MPR STAFFRESTROOM 118
- PROVIDE BACKDRAFT DAMPERCEILING 200 0.25 1,500 192 120 1 60 16LOREN COOKGC-190
EF10
MPR JANITORROOM 121
- PROVIDE BACKDRAFT DAMPERCEILING 200 0.25 1,500 192 120 1 60 16LOREN COOKGC-190
EF11
MPR BOY'SRESTROOM 127
10" PROVIDE BACKDRAFT DAMPER ANDMANUFACTURER ROOF CURB
ROOFVENTILATOR
500 0.5 1,400 1/6 120 1 60 45LOREN COOK100C2B
EF12
MPR GIRL'SRESTROOM 128
10" PROVIDE BACKDRAFT DAMPER ANDMANUFACTURER ROOF CURB
ROOFVENTILATOR
500 0.5 1,400 1/6 120 1 60 45LOREN COOK100C2B
EF13
MPR KITCHEN 114 18" PROVIDE BACKDRAFT DAMPERUPBLAST ROOFEXHAUST
2,540 1.5 1,435 1 460 3 60 136LOREN COOK
MITSUBISHI SLIM INDOOR UNIT COOLING ONLY MODEL PLA-A24BA,COOLING CAPACITY 24 MBH, 13.4 SEER, 230V-1PH-60HZ, MCA=1, MOCP=15,, OPERATING WEIGHT=53 LBS. PROVIDE WITH OPTIONALCONDENSATION PUMP, REMOTE TEMPERATURE SENSOR AND REMOTECONTROLLER. PROVIDE WITH CONDENSING PUMP.
FC2
CU2 MITSUBISHI OUTDOOR UNIT MODEL PAY-A24NHA,
230V-1PH-60HZ, MCA=18, MOCP=30, OPERATINGWEIGHT=163 LBS. FOR ANCHORAGE DETAILS SEE
DETAILSM-502
1M-501
2M-501
3M-501
3M-501
3M-501
3M-501
4M-501
1M-502
2M-505
11M-504
11M-504
11M-504
11M-504
11M-504
11M-504
11M-504
11M-504
4M-502
4M-502
3M-502
2M-502
DETAILSM-503
DETAILSM-504
DETAILSM-505
BUILDING SECTIONSM-301
2
1 3 4 5 62
1 3 4 5 62
1 3 4 5 62
EF14
GYM LAUNDRY214
PROVIDE BACKDRAFT DAMPERLOREN COOKGC-140
CEILING 100 1/8 1,200 70 120 1 60 15 -
ENERGY COMPLIANCE FORMSM-506
ENERGY COMPLIANCE FORMSM-507
ENERGY COMPLIANCE FORMSM-508
MITSUBISHI INDOOR WALL MOUNTED COOLING ONLY UNIT MODELPKA-A18HA, 390 CFM, COOLING CAPACITY 18MBH, 13.0 SEER,208V-1PH-60HZ, MCA = 1, MOCP = 15, OPERATING WEIGHT = 35LBS. BREAKER SIZE 15 AMP. PROVIDE WITH CONDENSING PUMP.
FC3
CU3
MITSUBISHI OUTDOOR UNIT MODEL PUY-A18NHA,208V-1PH-60HZ, MCA = 13, MOCP = 20, OPERATINGWEIGHT = 97 LBS. FOR ANCHORAGE DETAILS SEE 4
M-502
7 THE AIR-MOVING EQUIPMENT IS SERVED BY A TOTAL COVERAGE SMOKE-DETECTIONSYSTEM PER CMC SECTION 609.0 EXCEPTION 1
7
7
7
7
7
7
7
7
-
-
-
-
-
13M-504
14M-504
GV1
LOREN COOK GRAVITY VENTILATOR MODEL PR EXHAUST SIZE 8,500 CFM @ 0.15" S.P.. PROVIDE WITH MANUFACTURER ROOFCURB
GV2
LOREN COOK GRAVITY VENTILATOR MODEL PR INTAKE SIZE 8,500 CFM @ 0.15" S.P.. PROVIDE WITH MANUFACTURER ROOFCURB
.
14X5 SA DUCT DOWN INWALL OFFSET ABOVECEILING
20X20CR1000 CFM
16X16CD-4W650 CFM
16X16CD-4W650 CFM
20X20CR1000 CFM(TYP.2)
(TYP.2) (TYP.6)
10X10CD-3W240 CFM
20X20CR1200 CFM
(TYP.6)
(TYP.2)
32X10SWR800 CFM
14X14CD-4W440 CFM
18X18CR880 CFM
(TYP.5)
FC2
FC1
STORAGE109
OFFICE108
AV ROOM104
KITCHEN114
WALK-INFREEZER
115WALK-IN REF
116DRY STORAGE
117
STAFF LOCKERS119
STAFF TOILET118
ELECTRICALROOM
121
SERVICE YARD124
TABLE STORAGE102
JANITOR113
OFFICE120
BOYSRESTROOM
110
GIRLSRESTROOM
111
AA
B B
C C
1
1
2
2 3
3 4
4
LIGHT CONTROL105
TRASHENCLOSURE
125
CART STORAGE123
SERVING ROOM112
CART CHARGING122
WHEELCHAIRALCOVE
101
.
.
.
STAGESTAIR 2
STAGESTAIR 1
DN
DN
DN
DN
DN
MULTI-PURPOSEROOM
100
STAGE103
MUSIC DRAMA 1106
OPERABLEPARTITION
POCKET107C
.
TYP.
TYP.
TYP.
ALIG
N
MUSIC DRAMA 2107
TYP
TYP
TYP.
16"x10"
26"x10"
32X10SWR800 CFM
32X10SWR800 CFM
18X18CR1000 CFM
20"x10"
20"x10"
18X18CR1000 CFM
44
30"x12"
16X16CD-4W630 CFM
(TYP.6)
(TYP.6)
20X20CR1000 CFM
(TYP.2)
1
24"x10"
28"x14"
18"x8"
22"x10"
9"ø
10X10 CER250 CFM
9"ø
12"ø10X10 CER250 CFM
14X14 CD-4W460 CFM
10X10 CER250 CFM
10X10 CER250 CFM
9"ø
12"ø
9"ø
36"x14"
24"x10"
1
18"x8"
22"x10"
18"x8"
24"x10"24"x10"
36"x16"
28"x16"
28"x14"
18"x8"
18"x8"
1
10x10 CD-3W240 CFM
18"x8"
18"x8"
18"x8"
14"x5"
24"x10"
18"x8"
28"x16"
18"x8"
18"x8"
28"x14"
22"x10"
24"x10"
24"x10"
12"ø12"ø
16"x12"
9"ø
12"ø12"ø
24"x12"
24"x12"
(TYP.2)
10X10 CD-4W200 CFM
10X10CR170 CFM12"ø
14"ø
12"ø
12"ø
12"ø
14"x12"26"x14"
16"ø
14"ø
44
12"ø
5
12"ø
12"ø 12"ø
12"ø
24"x14"
14"ø14"ø
24"x14"
16"x14"
18X18 CR800 CFM
14X14CD-4W500 CFM(TYP.4)
(TYP.2)
14"ø
22"x12"
30"x12"18"x8"
18"x8"
18"x8"
18"x8"
18"x8"
18"x8"
EF9
EF10
87
6
7
9
16"x10"
16"x10"
12X12 CD-4W375 CFM(TYP.4)
33
30"x12"
24"x12"
16X16 CR700 CFM(TYP.2)
24"x12"
8X8 CR140 CFM
8X8 CD-4W10 CFM
8"ø
8X8 CD-3W120 CFM
8"ø
10"ø
10"ø18"x14"
16"x14"
12"ø10"ø
10"ø
10X10 CD-3W240 CFM
10X10 CR210 CFM
8"ø
10"ø
8"ø
8X8 CR120 CFM
8X8 CR160 CFM
8X8 CD-2W120 CFM
8X8 CD-2W120 CFM
8X8 CD-4W160 CFM
10"ø8"ø
8"ø8"ø
10"ø 12"ø10"ø
10"ø14"ø
14"x12"
28"x14"24"x14" ø14"
ø14"
8"ø
2M-310
1M-310
2
12"ø 12"ø
28"x12"
28"x14"28"x12"
36"x12"
26"x14"
8X8 CD-4W100 CFM
8X8 CR100 CFM
9"ø7"ø
8"ø8"ø
9"ø
10
10
10
10
M M
M
M
10 M
10
M
11
11
M
M
10
10
T
T
T
T
(AC-3)
(AC-2)
T (AC-5)
(AC-9)
(AC-7)
T (FC-2)
T (FC-1)
T (AC-6)
T (AC-4)
T(AC-8)
1212
13
131414
T(MUA-3)
13M504
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
MA-111
MULTI-PURPOSEMECHANICALFLOOR PLAN
Project Number
VOPP
1/8" = 1'-0" 1MULTI-PURPOSE MECHANICAL FLOOR PLAN
KEY NOTES:
1 32X16 SA(SL) & 22X16 RA(SL) TRANSITION AS REQUIRED UTR TO AC UNIT
2 28X14 SA(SL) & 36X12 RA(SL) TRANSITION AS REQUIRED UTR TO AC UNIT
3 28X14 SA(SL) & 30X12 RA(SL) TRANSITION AS REQUIRED UTR TO AC UNIT
4 26X14 SA(SL) & 30X12 RA(SL) TRANSITION AS REQUIRED UTR TO AC UNIT
5 24X14 SA(SL) & 24X14 RA(SL) TRANSITION AS REQUIRED UTR TO AC UNIT
6 28X12 MAKE UP AIR DUCT, TRANSITION AS REQUIRED UTR TO MAKE UP AIR UNIT
7 24X12 MAKE UP AIR DUCT DOWN TO HOOD WITH VOLUME DAMPER
8 18X12 EXHAUST DUCT, TRANSITION AS REQUIRED UTR TO EXHAUST FAN
9 2 LAYERS OF 3M FIRE RATED WRAP
10 COMBINATION FIRE SMOKE DAMPER 1M505
2M505
11 12"Ø EXHAUST DUCT UTR
12 REFRIGERATION 3/8" SUCTION & 5/8" LIQUID LINES, BOTH INSULATED, UTR TO CU-2
13 6"Ø EXHAUST DUCT UTR TERMINATE WITH ROOF JACK
14 REFRIGERATION 1/4" SUCTION & 1/2" LIQUID LINES, BOTH INSULATED, UTR TO CU-1
.
AC3 AC
7
AC8
(6 TONS)
(10 TONS)
(10 TONS)(6 TONS)
(7.5 TONS)
AC5
(6 TONS)
.
AC4
.
AC6
AA
B B
C C
1
1
2
2 3
3 4
4
.
AC9
(10 TONS)
.
AC2
(5 TONS)
EF11
EF12
.
EF13
.
CU1
MUA3
CU2
2M-310
1M-310
1
1
2M505
11M504
11M504
3M502
2M501
3M501
3M501 3
M501
3M501
4M501
4M501
4M501
4M502
4M502
22
33
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
MA-131
MULTI-PURPOSEMECHANICALROOF PLAN
Project Number
VOPP
1/8" = 1'-0" 1MULTI-PURPOSE MECHANICAL ROOF PLAN
1 6" Ø EXHAUST DUCT DTR
KEY NOTES:
2 REFRIGERATION 3/8" SUCTION & 5/8" LIQUID LINES, BOTH INSULATED, DTR TO FC-2
3 REFRIGERATION 1/4" SUCTION & 1/2" LIQUID LINES, BOTH INSULATED, DTR TO FC-1
.
.
EF2
EF1
.
.
.
8X8CD80 CFM
8X8CER80 CFM
10X10CD-4W220 CFM
12X12CR380 CFM
8X8CD80 CFM
8X8CD80 CFM
12X12CR380 CFM
10X10CD-4W220 CFM
10X10CD-4W220 CFM
10X10CD-4W220 CFM
8X8CER80 CFM
8X8CD80 CFM
10"x4"
14"x6"
5
10"x4"
4
4
18"x6"
16x16CER500 CFM
18"x6"
24"x10"
16X16 CER500 CFM
12X12CD-3W400 CFM(TYP.7)
12"ø
10"ø
10"ø
10"ø
14"ø
16"x14"10"ø
10"ø
8X8CER100 CFM
10X10CER250 CFM(TYP.2)
14X14CER400 CFM
2
14X14CER400 CFM
12X12CD-3W400 CFM(TYP.7)
10"ø
10"ø26"x14"
22"x14"10"ø
18"x14"
16"x14"
10"ø
14"ø
10"ø
10"ø
3
3
8"ø
8X8CER100 CFM
10X10CER250 CFM(TYP.2)
6 6 6 6
6 6 6 6
22"ø
16"ø20"ø
28"x18"
28"x18" 22"ø 20"ø 16"ø
28"x18" 20"ø 16"ø
6
6 6
66
66
6
8
28"x18"
28"x18"
9"ø
12"x6"
12"x6"
14"x8"
10"x4"
GYMNASIUM200
BOYS LOCKERROOM
216
OFFICE218
BOYSRESTROOM
222
ELECTRICAL220
WATER HEATERRM209
GIRLS LOCKERROOM
207
OFFICE211
FACULTYRESTROOM
210
LAUNDRY214
FACULTYRESTROOM
219
GIRLSRESTROOM
206
JANITOR205
JANITOR223
VESTIBULE213
VESTIBULE215
SPORT EQUIP.STOR.
217
BOYS SHOWER221
VESTIBULE224
GIRLS SHOWER208
SPORT EQUIP.STOR.
212
VESTIBULE204
DD
EE
FF
GG
HH
II
JJ
5
5 6
6 7
7
STORAGE201
K KDF ALCOVE
202
DF ALCOVE203
VENDINGMACH.
ALCOVE
VENDINGMACH.
ALCOVE
SIM.
6"ø
14"x8"
16"x8"
10"x4"
18"x12"
5
6"ø
14"x8"
14"x6"
12"x6"
14"x8"
10"x4"
14"x8"
20"x10"
14"x8"
9
9
8"ø
9"ø
9
3M-310
4M-310
5M-310
28"x14"
1
128"x14"
18x18 CER900 CFM
16x16 CER500 CFM
18x18 CER900 CFM
18"x6"
24"x10"
16X16 CER900 CFM
16X16 CER900 CFM
24"x10"
18"x6"
6M-310
8
.EF14
6"ø
6"ø
6"ø
8X8 CD100 CFM
7
7
10
2
28"x18"
28"x18"
22"ø
22"ø
20"ø 16"ø28"x18"
8X8 CD80 CFM
8X8 CER80 CFM
8X8 CD80 CFM
8X8 CER80 CFM
8X8 CD80 CFM
8X8 CD80 CFM
6"ø
6"ø
12"x10"
8X8 CER80 CFM
12"x10"8X8 CER80 CFM
8"x8"
10"ø
10"ø
8"x8"
.
FC3
10"x4"
10"x4"
10"x4"
10"x4"
10"x4"
10"x4"
1111
1111 M
M
M M
10"ø
MM
1111
11
11
M M
T(AC-1)
T (AC-11)
T (AC-10)
T
T
DL
13
13 1212
10"x4"
(MUA-1)
(MUA-2)
T (FC-3)
ø10"
16"x14"
14M504
14 14
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
MB-111
GYMNASIUMMECHANICALFLOOR PLAN
Project Number
VOPP
1/8" = 1'-0" 1GYMNASIUM MECHANICAL FLOOR PLAN
KEY NOTES:
1 28X14 MAKE UP AIR DUCT TRANSITION AS REQUIRED UTR TO MAKE UP AIR UNIT
2 10"Ø EXHAUST DUCT, TRANSITION AS REQUIRED UTR TO EXHAUST FAN
3 12X12 EXHAUST DUCT, TRANSITION AS REQUIRED UTR TO EXHAUST FAN
4 24X18 EXHAUST DUCT, TRANSITION AS REQUIRED UTR TO EXHAUST FAN
5 18X12 SA(SL) & 20X10 RA(SL) TRANSITION AS REQUIRED, UTR TO AC UNIT
6 16"Ø NECK SIZE CD, 1000 CFM
7 30X28 (SL)RA DUCT FROM ROOF THROUGH WALL INTO RA PLENUM, FOR CONTINUATION SEEROOF PLAN
8 30X28 (SL)SA DUCT FROM ROOF THROUGH WALL INTO RA PLENUM, FOR CONTINUATION SEEROOF PLAN
9 TITUS MLR-39 TYPE 1A SLOT RETURN GRILLE RG-1, 1" SLOT, 8 SLOTS, 15" X 16'-0", SOFFITMOUNTED
10 4"Ø DRYER VENT THROUGH WALL WITH WALL CAP
11 COMBINATION FIRE SMOKE DAMPER 1M505
12 REFRIGERATION 3/8" SUCTION & 5/8" LIQUID LINES, BOTH INSULATED, UTR TO CU-3
13 6"Ø EXHAUST DUCT UTR TERMINATE WITH ROOF JACK
14 10"Ø DUCT COVER WITH 1/2" MESH SCREEN TRANSITION AS REQUIRED UTR TO GRAVITYVENTILATOR
.
.
.
.
.
EF5
EF3
EF4
EF6
AC1
EF7
EF8
DD
EE
FF
GG
HH
II
JJ
5
5 6
6 7
7
K K
RIDG
E
RIDG
ERI
DGE
RIDGE
RIDGE
ROOF PLAN OFCANOPYBELOW
TYP.
TYP.
TYP.TYP.
21' - 10"
21' - 10"
28' - 4 1/2"
12' - 10"
10' - 6"
RIDGE
RIDGE
RIDGE
AC10
AC11
MUA2
MUA1
3M-310
4M-310
5M-310
6M-310
1
1
1
30"x28"
30"x28"DUCT SUPPORT ON ROOF (TYP.) 5
M504
.
.
.
.
DUCT SUPPORT ON ROOF (TYP.) 5M504
11M504
11M504
11M504
11M504
11M504
11M504
2M502
2M502
1M501
1M502
1M502
CU3
4M502
22
1M504
1M504
GV1
GV2
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
MB-131
GYMNASIUMMECHANICALROOF PLAN
Project Number
PPVO
1/8" = 1'-0" 1GYMNASIUM MECHANICAL ROOF PLAN
1 6" Ø EXHAUST DUCT DTR
KEY NOTES:
2 REFRIGERATION 3/8" SUCTION & 5/8" LIQUID LINES, BOTH INSULATED, DTR TO FC-3
2 3
AC5 AC
8
32X10SWR800 CFM
10"x16"
26"x14"12"x30"
28"x16"14"x36"
36"x14" 10"x24"
10"x24"
20X20CR1000 CFM
20X20CR1000 CFM
BC
AC5
14"x26"14"x26"
10"x26"10"x16"32X10SWR800 CFM(TYP.3)
10"x16"
DEFGHIJ
AC1
4"x10"
6"x14" 8"x14"8"x16"
6"ø
12"x18"
12"x18" 6"ø
8"x14" 6"x14"
4"x10"
12"x6"12"x6"
8X8CD80 CFM10X10CD-4W
220 CFM10X10CD-4W220 CFM
8X8CD80 CFM8X8 CD
100 CFM
8X8CD80 CFM
10X10CD-4W220 CFM
10X10CD-4W220 CFM
12"x6" 12"x6"
8X8CD80 CFM
D E F G H I J
TITUS MLR-39 TYPE 1A SLOT RETURN GRILLE RG-1,1" SLOT, 8 SLOTS, 15" X 16'-0", SOFFIT MOUNTED(TYP. 3)
18"x28"30"x28"
30"X28" RA DUCTTHROUGH WALL, ANDENDS IN RA PLENUM
30"X28" RA DUCTTHROUGH WALL, ANDENDS IN RA PLENUM
18"x28"30"x28"
30"X28" SA DUCTTHROUGH WALL, ANDUP IN RA PLENUM
30"X28" SA DUCTTHROUGH WALL, ANDUP IN RA PLENUM
18"x28"18"x28"
DEFGHIJ
EF3
EF4
MUA1
MUA2
6"x18"
14"x14"
16x16CER500 CFM
18x18 CER900 CFM
16"x16"16x16 CER500 CFM
14"x14"18x18 CER900 CFM
16"x16"
6"x18"18"x24"6"x18"
14"x14"
16X16 CER500 CFM
16"x16"
16X16 CER900 CFM
10"x24" 18"x24"
16"x16"
16X16 CER900 CFM
6"x18"
14"x14"
16X16 CER500 CFM
6 7
AC10
TITUS MLR-39 TYPE 1A SLOT RETURN GRILLERG-1, 1" SLOT, 8 SLOTS, 15" X 16'-0", SOFFITMOUNTED
16"Ø NECK SIZE CD1000 CFM(TYP. 4)
RA PLENUM
28"X30" SA DUCT
28"X30" RA DUCT 22"ø 16"ø18"x28"
28"x30"
28"x30"
DUCT SUPPORT (TYP.) 4M504
20"ø
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
M-310
BUILDINGSECTIONS
Project Number
VOPP
1/8" = 1'-0" 2MPR STAGE SECTION
1/8" = 1'-0" 1MPR STAGE LONG SECTION
1/8" = 1'-0" 4GYM FACULTY SECTION (SUPPLY)
1/8" = 1'-0" 3GYM RA PLENUM SECTION
1/8" = 1'-0" 5GYM LOCKER ROOM EXHAUST SECTION
1/8" = 1'-0" 6GYM - AC-10 SECTION
MAX. ALLOW. LOADS: HORIZ: 1100 LBS VERT. (UP): 1400 LBS
NOTES:
1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3.
3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT
2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE.
(6) PER ISOLATOR. WHEN CURB FASTENED TO PLATE, USE 1/4" TEKS SCREWS ON EITHER SIDE AS SHOWN.
2. USE 1/4" TEKS SCREWS ASTM A446 GRADE A OR A570 GRADE 33 OR A611 GRADE C TO MIN. 18 GA METAL DECK.
SECTION B-B
METAL DECK
METAL DECK
WHERE REQ'D.BY CONTRACTOR
FILLER PLATE 12 GA.
2
10"
70-5/8
CBA
36-15/16 67-1/8 40-7/16
IHGFED
45-7/16 75-5/8 20-1/4 13-7/8
KJ
13-11/16 15-3/16 32-1/16
1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.
NOTES: BOTTOM SECTION FOOTPRINT
TOP SECTION PLAN VIEW
1-3/4
SECTION A-A
64-1/4
2) #1 THRU #4 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.
1) INDICATES SEISMIC TIE-DOWN PLATE.
(1) REQUIRED PER SIDE, SEE DETAIL 2.
NOTES:VIC-EQ WT.MARK
AC-1
TYPE
48HCN
MAKE
CARRIER
SIZE
04
21_
2
2) SPRING DEFLECTION = 1"
1) ALL DIMENSIONS IN INCHES
8
21_
4
3/4
3/4
6 1/2
11_
2
NEOPRENE
1/4" THICK
NOTES:
8
SEISMIC STRAP
18 GA. GALV. PLATE
FOR #12 METAL SCREWS
1/4" DIA. HOLE
3/4
3 1/2 21_
4
21_
211_
2
2-1/4 MAX
TO EQUIPMENT LEG/BASE
(3) #12 TEKS SCREW
TO VIC-EQ TOP RAIL
(6) #12 TEKS SCREW
UNIT
STABILIZER BOLT
1/2" DIA.
3/8" DIA. TAP
OPER. HT.
1/4" THICK NEOPRENE
31_
2
1_
4
21_
8
LEVELLING BOLT 3/8 DIA.
3
CE A
H #2AIR
RETURN
GSUPPLYAIR
#3
I 3 J 3
B
D
F
#1
INSULATED PANEL
AA #4
K
WEATHER COVER
14 GA. CURB TOP RAIL
220 #
N
RETURN
AIR
Q
SUPPLY
L A
N
N
O
AIR
B
M
2" TYP.
B
R
B
N
L
3
M
73-1/8 3
N O
71-1/82
P Q
42-15/16
R
40-15/16
6
10
3 1/2
19-1/2
GASKETING
14 GA BOTTOM CURB
2"
WEATHERSEAL
CONTINUOUS
RMU-EQ-SH VIBRATION
LEVELING BOLT
STIFFENER PLATE
WOOD NAILER
NEOPRENE
ISOLATOR
VIBREX
QUANTITY AS REQUIRED
#12 SHEET METAL SCREWS
18 GA SEISMIC STRAPS
P
#12 SHEET METAL
SCREWS
7/16" DIA. ANCHOR BOLT HOLE
QUANTITY AS REQUIRED
ACCESS PORT @EACH ISOLATOR
COVERPORT
ACCESS
CURB TOP RAIL
INSULATED PANEL
ISOLATORS ARE O.S.H.P.D.
PRE-APPROVED No. OPA-0098
VIC-EQIBREX TYPE:V
RMU-EQ-SH-1
P P PP
1/2" MACHINE BOLT
A-307
M.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355
JOB NAME:
CUST.:
CUST. P.O.:
MECH. ENGR
MARK:
.:
REVISIONS:
A:
B:
C:
DRN:
DATE:
TDT
10-7-11
-1A
DRAWING NO.:
DETAIL-3
DETAIL-2
DETAIL-1
HOOK JHS - GYMNASIUM
AC-1VIC-EQIBREX TYPEV CREATIVE DESIGN
MAX. ALLOW. LOADS: HORIZ: 1100 LBS VERT. (UP): 1400 LBS
NOTES:
1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3.
3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT
2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE.
70-5/8
CBA
36-15/16 67-1/8 40-7/16
IHGFED
45-7/16 75-5/8 20-1/4 13-7/8
KJ
13-11/16 15-3/16 32-1/16
1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.
NOTES: BOTTOM SECTION FOOTPRINT
TOP SECTION PLAN VIEW
1-3/4
SECTION A-A
64-1/4
2) #1 THRU #4 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.
1) INDICATES SEISMIC TIE-DOWN PLATE.
(1) REQUIRED PER SIDE, SEE DETAIL 2.
NOTES:VIC-EQ WT.MARK
--
TYPE
48HCF
MAKE
CARRIER
SIZE
06
21_
2
2) SPRING DEFLECTION = 1"
1) ALL DIMENSIONS IN INCHES
8
21_
4
3/4
3/4
6 1/2
11_
2
NEOPRENE
1/4" THICK
NOTES:
8
SEISMIC STRAP
18 GA. GALV. PLATE
FOR #12 METAL SCREWS
1/4" DIA. HOLE
3/4
3 1/2 21_
4
21_
211_
2
2-1/4 MAX
TO EQUIPMENT LEG/BASE
(3) #12 TEKS SCREW
TO VIC-EQ TOP RAIL
(6) #12 TEKS SCREW
UNIT
STABILIZER BOLT
1/2" DIA.
3/8" DIA. TAP
OPER. HT.
1/4" THICK NEOPRENE
31_
2
1_
4
21_
8
LEVELLING BOLT 3/8 DIA.
3
CE A
H #2AIR
RETURN
GSUPPLYAIR
#3
I 3 J 3
B
D
F
#1
INSULATED PANEL
AA #4
K
WEATHER COVER
14 GA. CURB TOP RAIL
220 #
N
RETURN
AIR
Q
SUPPLY
L A
N
N
O
AIR
B
M
2" TYP.
B
R
B
N
L
3
M
73-1/8 3
N O
71-1/88
P Q
42-15/16
R
40-15/16
6
10
3 1/2
19-1/2
GASKETING
14 GA BOTTOM CURB
2"
WEATHERSEAL
CONTINUOUS
RMU-EQ-SH VIBRATION
LEVELING BOLT
STIFFENER PLATE
WOOD NAILER
NEOPRENE
ISOLATOR
VIBREX
QUANTITY AS REQUIRED
#12 SHEET METAL SCREWS
18 GA SEISMIC STRAPS
P
#12 SHEET METAL
SCREWS
7/16" DIA. ANCHOR BOLT HOLE
QUANTITY AS REQUIRED
ACCESS PORT @EACH ISOLATOR
COVERPORT
ACCESS
CURB TOP RAIL
INSULATED PANEL
ISOLATORS ARE O.S.H.P.D.
PRE-APPROVED No. OPA-0098
VIC-EQIBREX TYPE:V
1 1/2" MIN.
SECTION B-B
BLOCKING
4X WOOD
10
2"
2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR WOOD.
RMU-EQ-SH-1
1/2" DIA. MACHINE BOLT
A-307
M.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355
JOB NAME:
CUST.:
CUST. P.O.:
MECH. ENGR
MARK:
.:
REVISIONS:
A:
B:
C:
DRN:
DATE:
TDT
10-7-11
-1A
DRAWING NO.:
DETAIL-3
DETAIL-2
DETAIL-1
HOOK JHS - MPR
AC-2VIC-EQIBREX TYPEV CREATIVE DESIGN
VERT. (UP): 1400 LBSMAX. ALLOW. LOADS: HORIZ: 1100 LBS
NOTES:
1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3.
3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT
2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE.
2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR WOOD.
1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.
NOTES:
N
BOTTOM SECTION FOOTPRINT
Q
AIRRETURN
O
L A
N
N
AIR
SUPPLY
P
B
B
M
SECTION B-B
2" TYP.
4X WOOD
BLOCKING
1 1/2" MIN.
R
B
10
N
2"
TOP SECTION PLAN VIEW
1-3/4
SECTION A-A
64-1/4
2) #1 THRU #8 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.
1) INDICATES SEISMIC TIE-DOWN PLATE.
(2) REQUIRED PER SIDE, SEE DETAIL 2.
NOTES:
VIC-EQ WT.MARK
AC-3,4,5
TYPE
48HC
MAKE
CARRIER
SIZE
07319 #
21_
2
2) SPRING DEFLECTION = 1"
1) ALL DIMENSIONS IN INCHES
8
21_
4
3/4
3/4
6 1/2
11_
2
NEOPRENE
1/4" THICK
NOTES:
8
SEISMIC STRAP
18 GA. GALV. PLATE
FOR #12 METAL SCREWS
1/4" DIA. PILOT HOLE
3/4
3 1/2 21_
4
21_
211_
2TO EQUIPMENT LEG/BASE
(3) #12 TEKS SCREW
TO VIC-EQ TOP RAIL
(6) #12 TEKS SCREW
UNIT
STABILIZER BOLT
1/2" DIA.
3/8" DIA. TAP
OPER. HT.
1/4" THICK NEOPRENE
31_
2
1_
4
21_
8
LEVELLING BOLT 3/8 DIA.
3 1/2
19-1/2
10
6
GASKETING
12 GA BOTTOM CURB
2"
LEVELING BOLT
RMU-EQ-SH VIBRATION
CONTINUOUS
WOOD NAILER
STIFFENER PLATE
NEOPRENEWEATHERSEAL
ISOLATOR
VIBREX
18 GA SEISMIC STRAPS
#12 SHEET METAL SCREWS
QUANTITY AS REQUIRED
3
#4H
AIRRETURN
E C A
G
D
SUPPLYAIR
#6
I 3 J 3
B
F
INSULATED PANEL
#2
AA #8
K
12 GA. TOP RAIL
WEATHER COVER
21-3/8
D
81-1/2
CBA
49-3/4 78 53-1/4
IHGFE
31-3/858-1/4 86-1/2 15-3/8 15-11/16
KJ
34-15/16
8455-3/4 3 53-3/43 2 82
L NM RQPO
INSULATED PANEL
#12 SHEET METAL
SCREWS
7/16" DIA. ANCHOR HOLES
QUANTITY AS REQUIRED
EACH ISOLATORACCESS PORT @
ACCESS
COVERSPORT
CURB TOP RAIL
#3
#5
#7
#1
P
ISOLATORS ARE O.S.H.P.D.PRE-APPROVED No. OPA-0098
VIC-EQIBREX TYPE:V
RMU-EQ-SH-1
AC-6 48HCCARRIER 08
AC-7,8,9 48HCDCARRIER 12
1/2" DIA. MACHINE BOLT
A-307
M.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355
JOB NAME:
CUST.:
CUST. P.O.:
MECH. ENGR
MARK:
.:
REVISIONS:
A:
B:
C:
D:
DRN:
DATE:
TDT
10-6-11
-2B
DRAWING NO.:
DETAIL-3
DETAIL-2
DETAIL-1
HOOK JHS
AC-3 TO 9VIC-EQIBREX TYPEV CREATIVE DESIGN
ADDED AC-7,8,9 (11-4-11)
VERT. (UP): 1400 LBSMAX. ALLOW. LOADS: HORIZ: 1100 LBS
NOTES:
1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3.
3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT
2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE.
2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR WOOD.
1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.
NOTES:
N
BOTTOM SECTION FOOTPRINT
Q
AIRRETURN
O
L A
N
N
AIR
SUPPLY
P
B
B
M
SECTION B-B
2" TYP.
4X WOOD
BLOCKING
1 1/2" MIN.
R
B
10
N
2"
TOP SECTION PLAN VIEW
1-3/4
SECTION A-A
64-1/4
2) #1 THRU #8 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.
1) INDICATES SEISMIC TIE-DOWN PLATE.
(2) REQUIRED PER SIDE, SEE DETAIL 2.
NOTES:
VIC-EQ WT.MARK
AC-3,4,5
TYPE
48HC
MAKE
CARRIER
SIZE
07319 #
21_
2
2) SPRING DEFLECTION = 1"
1) ALL DIMENSIONS IN INCHES
8
21_
4
3/4
3/4
6 1/2
11_
2
NEOPRENE
1/4" THICK
NOTES:
8
SEISMIC STRAP
18 GA. GALV. PLATE
FOR #12 METAL SCREWS
1/4" DIA. PILOT HOLE
3/4
3 1/2 21_
4
21_
211_
2TO EQUIPMENT LEG/BASE
(3) #12 TEKS SCREW
TO VIC-EQ TOP RAIL
(6) #12 TEKS SCREW
UNIT
STABILIZER BOLT
1/2" DIA.
3/8" DIA. TAP
OPER. HT.
1/4" THICK NEOPRENE
31_
2
1_
4
21_
8
LEVELLING BOLT 3/8 DIA.
3 1/2
19-1/2
10
6
GASKETING
12 GA BOTTOM CURB
2"
LEVELING BOLT
RMU-EQ-SH VIBRATION
CONTINUOUS
WOOD NAILER
STIFFENER PLATE
NEOPRENEWEATHERSEAL
ISOLATOR
VIBREX
18 GA SEISMIC STRAPS
#12 SHEET METAL SCREWS
QUANTITY AS REQUIRED
3
#4H
AIRRETURN
E C A
G
D
SUPPLYAIR
#6
I 3 J 3
B
F
INSULATED PANEL
#2
AA #8
K
12 GA. TOP RAIL
WEATHER COVER
21-3/8
D
81-1/2
CBA
49-3/4 78 53-1/4
IHGFE
31-3/858-1/4 86-1/2 15-3/8 15-11/16
KJ
34-15/16
8455-3/4 3 53-3/43 2 82
L NM RQPO
INSULATED PANEL
#12 SHEET METAL
SCREWS
7/16" DIA. ANCHOR HOLES
QUANTITY AS REQUIRED
EACH ISOLATORACCESS PORT @
ACCESS
COVERSPORT
CURB TOP RAIL
#3
#5
#7
#1
P
ISOLATORS ARE O.S.H.P.D.PRE-APPROVED No. OPA-0098
VIC-EQIBREX TYPE:V
RMU-EQ-SH-1
AC-6 48HCCARRIER 08
AC-7,8,9 48HCDCARRIER 12
1/2" DIA. MACHINE BOLT
A-307
M.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355
JOB NAME:
CUST.:
CUST. P.O.:
MECH. ENGR
MARK:
.:
REVISIONS:
A:
B:
C:
D:
DRN:
DATE:
TDT
10-6-11
-2B
DRAWING NO.:
DETAIL-3
DETAIL-2
DETAIL-1
HOOK JHS
AC-3 TO 9VIC-EQIBREX TYPEV CREATIVE DESIGN
ADDED AC-7,8,9 (11-4-11)
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
M-501
DETAILS
Project Number
VOPP
VIBREX ISOLATOR DETAIL (AC-1) 1M-501NOT TO SCALE
VIBREX ISOLATOR DETAIL (AC-3 THRU AC-6) 3M-501NOT TO SCALE
VIBREX ISOLATOR DETAIL (AC-2) 2M-501NOT TO SCALE
VIBREX ISOLATOR DETAIL (AC-7 THRU AC-9) 4M-501NOT TO SCALE
MAX. ALLOW. LOADS: HORIZ: 1100 LBS VERT. (UP): 1400 LBS
95
CBA
26-1/16 91-1/2 29-9/16
FED
34-9/16 100
TOP SECTION PLAN VIEW
2) #1 THRU #6 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.
1) INDICATES SEISMIC TIE-DOWN PLATE. (3) REQUIRED PER SIDE, SEE DETAIL 2.
NOTES:
VIC-EQ WT.MARK
---
TYPE
RDH
MAKE
REZNOR
SIZE
200 306 #
2) SPRING DEFLECTION = 2"
1) ALL DIMENSIONS IN INCHES
NEOPRENE
1/4" THICK
NOTES:
STABILIZER BOLT
1/2" DIA.
3/8" DIA. TAP
OPER. HT.
1/4" THICK NEOPRENE
31_
2
1_
4
21_
8
LEVELLING BOLT 3/8 DIA.
32-1/16 97-1/2
G H
3
I
S/ABLOWER SECTIONE C A
#4
B
D
F
#1
A-A
12 GA. CURB TOP RAIL
WEATHER COVER
VIEW A-A
4-1/48
5-3/16
1-3/4
3
J MK L
1 --- 30-1/16
#3
#6
HEAT SECTION
TO CURB TOP RAIL
(6) #12 TEKS SCREW
TO EQUIPMENT BASE
(3) #12 TEKS SCREW
UNIT
11_
221_
2
21_
4
3 1/23/4
1/4" DIA. PILOT HOLE
FOR #12 METAL SCREWS
18 GA. GALV. PLATE
SEISMIC STRAP
8
11_
2
4-1/2
3/4
3/4
21_
4
6
21_
2
I
AA
M
2" TYP.
H
BI
I
J K
A
I
G
BOTTOM SECTION FOOTPRINT
HEAT SECTIONBLOWER SECTION S/A
#5
#2
EVAP COOLER
ISOLATORS ARE O.S.H.P.D.
PRE-APPROVED No. OPA-0098
VIC-EQIBREX TYPE:V
RMU-EQ-SH-1
SEISMIC TIE
TIE DOWN STRAPS 18 GA.
#12 SHEET METAL SCREWS
UNITGASKETING
ISOLATOR
VIBREXRMU-EQ-SH VIB
LEVELING BOLT
NEOPRENE
CONTINUOUS
WEATHERSEAL
3 1/2
211_
2"
10" STIFFENER PLATE
3"
12 GA BOTTOM CURB
WOOD NAILER
8
NOTES:
1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3.
3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT
2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE.
CURB TOP RAIL
ACCESS
COVERSPORT
EACH ISOLATORACCESS PORT @
5/16" DIA. ANCHOR HOLES
QUANTITY AS REQUIRED #12 SHEET METAL
SCREWS
K KK
BY CONTRACTORWHERE REQ'D.
FILLER PLATE 12 GA.
10
METAL DECK
METAL DECK
SECTION A-ANOTES:
1. M DIMENSIONS IS A CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.
(8) PER ISOLATOR LOCATION. WHEN CURB FASTENED TO PLATE, USE 1/4" TEKS SCREWS ON EITHER SIDE AS SHOWN.
2. USE 1/4" TEKS SCREWS ASTM A446 GRADE A OR A570 GRADE 33 OR A611 GRADE C TO MIN. 18 GA METAL DECK.
M.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355
JOB NAME:
CUST.:
CUST. P.O.:
MECH. ENGR
MARK:
.:
REVISIONS:
A:
B:
C:
D:
DRN:
DATE:
TDT
11-4-11
-6
DRAWING NO.:
DETAIL-3
DETAIL-2
DETAIL-1
SFV RESCUE MISSION
MUA-1,2 (REZNOR RDH 200)VIC-EQIBREX TYPEV
MAX. ALLOW. LOADS: HORIZ: 1100 LBS VERT. (UP): 1400 LBS
2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR.
SECTION B-B
10
2"
4X WOODBLOCKING
1 1/2" MIN.
95
CBA
26-1/16 91-1/2 29-9/16
FED
34-9/16 100
TOP SECTION PLAN VIEW
2) #1 THRU #6 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.
1) INDICATES SEISMIC TIE-DOWN PLATE. (3) REQUIRED PER SIDE, SEE DETAIL 2.
NOTES:
VIC-EQ WT.MARK
---
TYPE
RDH
MAKE
REZNOR
SIZE
200 306 #
2) SPRING DEFLECTION = 2"
1) ALL DIMENSIONS IN INCHES
NEOPRENE
1/4" THICK
NOTES:
STABILIZER BOLT
1/2" DIA.
3/8" DIA. TAP
OPER. HT.
1/4" THICK NEOPRENE
31_
2
1_
4
21_
8
LEVELLING BOLT 3/8 DIA.
32-1/16 97-1/2
G H
3
I
S/ABLOWER SECTIONE C A
#4
B
D
F
#1
A-A
12 GA. CURB TOP RAIL
WEATHER COVER
VIEW A-A
4-1/48
5-3/16
1-3/4
3
J MK L
4 --- 30-1/16
#3
#6
HEAT SECTION
TO CURB TOP RAIL
(6) #12 TEKS SCREW
TO EQUIPMENT BASE
(3) #12 TEKS SCREW
UNIT
11_
221_
2
21_
4
3 1/23/4
1/4" DIA. PILOT HOLE
FOR #12 METAL SCREWS
18 GA. GALV. PLATE
SEISMIC STRAP
8
11_
2
4-1/2
3/4
3/4
21_
4
6
21_
2
I
AA
M
2" TYP.
H
BI
I
J K K
A
I
G
BOTTOM SECTION FOOTPRINT
HEAT SECTIONBLOWER SECTION S/A
#5
#2
EVAP COOLER
ISOLATORS ARE O.S.H.P.D.
PRE-APPROVED No. OPA-0098
VIC-EQIBREX TYPE:V
RMU-EQ-SH-1
SEISMIC TIE
TIE DOWN STRAPS 18 GA.
#12 SHEET METAL SCREWS
UNITGASKETING
ISOLATOR
VIBREXRMU-EQ-SH VIB
LEVELING BOLT
NEOPRENE
CONTINUOUS
WEATHERSEAL
3 1/2
211_
2"
10" STIFFENER PLATE
3"
12 GA BOTTOM CURB
WOOD NAILER
8
NOTES:
1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3.
3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT
2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE.
CURB TOP RAIL
ACCESS
COVERSPORT
EACH ISOLATORACCESS PORT @
5/16" DIA. ANCHOR HOLES
QUANTITY AS REQUIRED #12 SHEET METAL
SCREWS
1. M DIMENSION IS CENTERLINE OF ANCHOR HOLES IN CURB BOTTOM FLANGE.
NOTES:
M.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355
JOB NAME:
CUST.:
CUST. P.O.:
MECH. ENGR
MARK:
.:
REVISIONS:
A:
B:
C:
D:
DRN:
DATE:
TDT
11-4-11
-5
DRAWING NO.:
DETAIL-3
DETAIL-2
DETAIL-1
SFV RESCUE MISSION
MUA-3 (REZNOR RDH 200)VIC-EQIBREX TYPEV
1. APPROX. STEEL WEIGHT INCLUDING ISOLATORS.: 75 LBS.
2. ISOLATORS ARE OSHPD PRE-APPROVED #OPA-0098. SEE DETAIL 3.
NOTES:
PUY-A24
MODEL
---
MARK
MITSUBISHI
MAKE
L3 X 2 X 1/4
STEEL SIZE
7/16" DIA. HOLE
NOTCH @ EA.
ISOLATOR
LOCATION
1-1/2APPROX.
3-3/4"OPER. HT.
VIEW B-BVIEW A-A
21 11_
2
31_
2
NEOPRENE
GROMMET
3-1/2"
1400 lbs.1100 lbs. VERT. (UP)HORIZ.MAX. ALLOW. LOADS:
1"
1/4" THICK NEOPRENE
1/2" DIA.
6
832
1
11
2 3 11
12
12
34
38
14
34
81
41
NEOPRENE
1/4" THICK
3/8" DIA. TAP
3
STABILIZER BOLT
OPER. HT.
2
LEVELLING BOLT 3/8 DIA.
UNIT MTG. HOLE
(4) TYP.
7/16" DIA. HOLE
20-9/16
#3
#4
#1
B
B
#2
AA
35-5/8
23-5/8
14-9/16
2"2-1/2"
DEFLSPRING O.D.
USE 1/2" DIA. LAGBOLTS INTO DOUGLAS FIR WOOD,
3" PENETRATION, 2" EDGE DISTANCE & 3-1/2" END DISTANCE.
6 6
ISOLATORS ARE O.S.H.P.D.
PRE-APPROVED No. OPA-0098
RMUAB-EQ-SHIBREX TYPE:V
RMU-EQ-SH-1
DETAIL - 3
DETAIL - 2
DETAIL - 1
HOOK JHS
CREATIVE DESIGN
CU-1, 2
TDT11-4-11
-4
DRAWING NO. :DATE :
DRN :
D :
C :
B :
A :
REVISIONS :
MARK :
MECH. ENGR. :
CUST. P.O. :
CUST :
JOB NAME :
PHONE: (661) 257-3311 FAX: (661) 257-767328805 INDUSTRY DRIVE, VALENCIA, CA 91355
M. W. SAUSSE & CO., INC.
RMUABIBREX TYPEV
MAX. ALLOW. LOADS: HORIZ: 1100 LBS VERT. (UP): 1400 LBS
BOTTOM SECTION FOOTPRINT
2) #1 THRU #8 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.
1) INDICATES SEISMIC TIE-DOWN PLATE.
(4) REQUIRED PER LONG SIDE, SEE DETAIL 2.
NOTES:
VIC-EQ WT.MARK
AC-10,11
TYPE
48HCF
MAKE
CARRIER
SIZE
24
21_
2
2) SPRING DEFLECTION = 2"
1) ALL DIMENSIONS IN INCHES
8
21_
4
3/4
3/4
6 1/2
11_
2
NEOPRENE
1/4" THICK
NOTES:
8
SEISMIC STRAP
18 GA. GALV. PLATE
FOR #12 METAL SCREWS
1/4" DIA. HOLE
3/4
3 1/2 21_
4
21_
211_
2
2-1/4 MAX
TO EQUIPMENT LEG/BASE
(3) #12 TEKS SCREW
TO VIC-EQ TOP RAIL
(6) #12 TEKS SCREW
UNIT
STABILIZER BOLT
1/2" DIA.
3/8" DIA. TAP
OPER. HT.
1/4" THICK NEOPRENE
31_
2
1_
4
21_
8
LEVELLING BOLT 3/8 DIA.
663 #
P
N A
P
Q
P
R
B
O
B
B
P
T
2" TYP.
INSULATED PANEL
SUPPLY AIR
RETU
RN AIR
#8#6#5
#1#3#4
LKJI
D
B
F
E AC
AA
19-15/16
M
T
L
S
22-3/16
----- 80-7/8
WEATHER COVER
14 GA TOP RAIL
G
R
82-7/8
QP
2
ON
3137-15/16 3
6
SECTION A-A
TOP SECTION PLAN VIEW
27-7/8 52-15/1663-7/8
J K
--140-7/1685-3/8
D E F G H I
80-3/8131-15/1676-7/8
A B C
135-7/16
41_
4
13_
4
R
RETU
RN AIR
SUPPLY AIR
3 3 3
H
69-9/16
#7
#2
NOTES:
ISOLATORS ARE O.S.H.P.D.
PRE-APPROVED No. OPA-0098
VIC-EQIBREX TYPE:V
RMU-EQ-SH-1
(7) PER ISOLATOR, WHEN CURB FASTENED TO PLATE, USE 1/4" TEKS SCREWS ON EITHER SIDE AS SHOWN.
1. USE 1/4" TEKS SCREWS ASTM A446 GRADE A OR A570 GRADE 33 OR A611 GRADE C TO MIN. 18 GA METAL DECK.
SECTION B-B
METAL DECK
METAL DECK
WHERE REQ'D.
BY CONTRACTOR
FILLER PLATE 12 GA.
2
10"
CURB TOP RAIL
PORTCOVERS
ACCESSACCESS PORT @EACH ISOLATOR
18 GA SEISMIC STRAPS
#12 SHEET METAL SCREWS
QUANTITY AS REQUIRED
VIBREX
ISOLATOR
NEOPRENE
WOOD NAILER
STIFFENER PLATE
LEVELING BOLT
RMU-EQ-SH VIBRATION
CONTINUOUS
WEATHERSEAL
2"
12 GA BOTTOM CURB
GASKETING
6
19-1/2
NOTES:
3 1/2
1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3.
2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE.
10
3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT
7/16" DIA. ANCHOR HOLESQUANTITY AS REQUIRED
R RR R
1/2" MACHINE BOLT
A-307
M.W. SAUSSE' & CO., INC.VALENCIA, CALIFORNIA 91355
JOB NAME:
CUST.:
CUST. P.O.:
MECH. ENGR
MARK:
.:
REVISIONS:
A:
B:
C:
D:
DRN:
DATE:
TDT
10-6-11
-2A
DRAWING NO.:
DETAIL-3
DETAIL-2
DETAIL-1
HOOK JHS - GYM
AC-10, 11VIC-EQIBREX TYPEV
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
M-502
DETAILS
Project Number
VOPP
VIBREX ISOLATOR DETAIL (AC-10 AND AC-11) 1M-502NOT TO SCALE
VIBREX ISOLATOR DETAIL (MUA-1, AND MUA-2 METAL ROOF) 2M-502NOT TO SCALE
VIBREX ISOLATOR DETAIL (MUA-3 WOOD ROOF) 3M-502NOT TO SCALE
VIBREX ISOLATOR DETAIL (CU-1 THRU CU-2) 4M-502NOT TO SCALE
24VAC R
DPS
N.C.
N.O.
N.C.
Poly tubing from space static tip toAC unit mfr power exhaust
transducer, provide by unit mfr.(Typical)
Units with factory provided andcontrolled power exhaust with vfd.
TD-8_WP
RA
SA
OSA
EA
FCU Space Static Tip
HIGH
3/8" Pneumatic Tubing
DP-TIP-S
Note: Economizer w/Power Exhaust
AC/RTU - SUPPLY AIR TEMPERATURE - AI 2AC/RTU - FILTER STATUS - DI
3
AC/RTU - RETURN AIR TEMPERATURE - AI4
GAS
DX
RGY1Y2W1W2C
TD-8_WP
SF
Wire to factory providedpower exhaust transducer
CS AC/RTU - SUPPLY FAN START/STOP - DOG
AC/RTU - COOLING STAGE-2 ENABLE - DOY2
AC/RTU - HEATING STAGE-1 ENABLE - DOW1AC/RTU - HEATING STAGE-2 ENABLE - DOW2
AC/RTU - COOLING STAGE-1 ENABLE - DOY1
Typical AC/RTU Unit
HI LO
Room Temp Sensor
AUTOMATED LOGIC
WARMER
COOLER
OCCUPIEDMANUAL
ON
T-STAT LOCKING COVER
RSPLUS
AC/RTU - SUPPLY FAN STATUS - DI1
T-STAT
Building B (GYM) – Network Architecture Layout
Notes:1. Insert BT485 terminator to the controllers at the beginning and end of the network segment. (Located near the the Bacnet (Cmnet) connector). The BT485 has no polarity associated with it.2. Each segment must be wired in a ‘daisy chain’ fashion. Branching requires the use of a REP485 or an ARCnet to ARCnet Router (AAR).3. Network ‘ends’ must be terminated with TERM485 plugins or BT485 plugins (where applicable). When using TERM485 plugins each segment must have at least one (1) DIAG485 installed on the net to supply bias4. CAT5 Ethernet network runs should not exceed 100 meters or 320ft maximum length.5. Reference page BAS 0.20 for cable schedule..
= REP485 RepeatersR
P = PROT485 Device
= BT485 Device
T = 120 ohm Resistor
= DIAG485 Diagnostic BoardD
BT
ZN551
AC-1
ARCnet 22/2 shld (Orange)
TCP-01, Bldg-B PanelElectrical Rm 220
N1 30X24
LGR25
120vac(BY OTHERS)
ZN551
AC-10
ZN551
AC-11
BT
EXHAUST FANS
D
ETHERNET- CUSTOMERS WIDE AREANETWORK
CAT5e (BY OTHERS)
High Performance BACnetRouter w/Gateway TYP.
22/4 SHLD (T-STAT)
T-STAT
WARMER
COOLER
OCCUPIED
T-STAT
WARMER
COOLER
OCCUPIED
WARMER
COOLER
OCCUPIED
BT
ZN551
T-STAT T-STAT T-STAT T-STAT
Building A – Network Architecture Layout
Notes:1. Insert BT485 terminator to the controllers at the beginning and end of the network segment. (Located near the the Bacnet (Cmnet) connector). The BT485 has no polarity associated with it.2. Each segment must be wired in a ‘daisy chain’ fashion. Branching requires the use of a REP485 or an ARCnet to ARCnet Router (AAR).3. Network ‘ends’ must be terminated with TERM485 plugins or BT485 plugins (where applicable). When using TERM485 plugins each segment must have at least one (1) DIAG485 installed on the net to supply bias.4. CAT5 Ethernet network runs should not exceed 100 meters or 320ft maximum length.5. Reference page BAS 0.20 for cable schedule.
= REP485 RepeatersR
P = PROT485 Device
= BT485 Device
T = 120 ohm Resistor
= DIAG485 Diagnostic BoardD
BT
ZN551
AC-2
ARCnet 22/2 shld (Orange)
TCP-01, Bldg-A PanelElectrical Rm 122
N1 30X24
LGR25
120vac(BY OTHERS)
ZN551
AC-3
ZN551
AC-4
BT
ZN551
AC-5
D
ETHERNET- CUSTOMERS WIDE AREANETWORK
CAT5e (BY OTHERS)
High Performance BACnetRouter w/Gateway TYP.
22/4 SHLD (T-STAT)
T-STAT
WARMER
COOLER
OCCUPIED
T-STAT
WARMER
COOLER
OCCUPIED
WARMER
COOLER
OCCUPIED
WARMER
COOLER
OCCUPIED
ZN551
AC-6
ZN551
AC-7
ZN551
AC-8
T-STAT
WARMER
COOLER
OCCUPIED
WARMER
COOLER
OCCUPIED
WARMER
COOLER
OCCUPIED
ZN551
AC-9
T-STAT
WARMER
COOLER
OCCUPIED
EXHAUST FANS
BT
ZN551
50va
AC/RTU - SUPPLY FAN STATUS - DI1
Typical AC/RTU Unit
AC/RTU - HEATING STAGE-1 ENABLE - DOW1
Rnet
GndRnet+Rnet-+12V
GndRnet+Rnet-+12V
1234
GrnWhtBlkRed
Room Temp Sensor
DO-1BUSS
DO-2
DO-3
DO-4
DO-5
TB-PWR5A Ckt BkrCONTROL PANEL #
Panel Rm Location:TCP-
LABEL DESCRIPTION:HNG
TX-1
TB-1 24VACPower to below
AC/RTU - SUPPLY AIR TEMPERATURE - AI2AC/RTU - FILTER STATUS - DI3
24VAC POWER R
AC/RTU - SUPPLY FAN START/STOP - DO G
AC/RTU - COOLING STAGE-1 ENABLE - DO Y1
Unit Power
X1+
X1-REC
AC/RTU - COOLING STAGE-2 ENABLE - DO Y2
AC/RTU - HEATING STAGE-2 ENABLE - DOW2
20
Poin
t Add
r.&
Type
Term
inal
Setti
ng
7550250
Analog Out %
100
ZN551CONTROL MODULE ADDRESS
.equipment
PROGRAM/ FB NAME(S)
AUTOMATEDLOGICC O R P O R A T I O N
R
VAALC Controller Checklist:
Analog Output Verification Checklist:
Dat
eVe
rifie
d
By T
ech
Initia
ls
GNDAO-1
Poin
t Add
r.&
Type
Off
On
DigitalDigital Output Verification Checklist:
Dat
eVe
rifie
d
By T
ech
Initia
ls
Gnd24Vac
Net +Net -
Shield
Arc156BT485 OR
Term
DO-01
DO-02
DO-03
DO-04
DO-05
AO-01
GndIN-4IN-5LED
DI-03
UI-04
UI-05
Actu
al F
ld.
Mea
sure
dVa
lue
Offs
et(if
app
l)
Inpu
tVa
lue
Rea
ding
C
heck
’d
Poin
t Add
r.&
Inpu
t #
Dat
eVe
rifie
d
By T
ech
Initia
ls
DI-01
AI-02
IN-1GndIN-2GndIN-3Gnd
CAUTION :This product was designedto be mounted inside thebuilding envelope. Warrantyvoided if mounted outside.
Power for D.O.'s
DO-3
DO-2
DO-1
BUSS
Pwr
BACnet
56 7 8 90
1
2345
6 7 8 901234
56 7 8 90
12345
6 7 8 901
234
Rx
Tx
DO-4
DO-5
AO-1
Gnd
Bias
Net +
Net -
Shield
CM
net
Tens
One
s
Batt
+-
CR2032
Sense+12VRnet-Rnet+Gnd
Gnd
Rne
tRnet +
Rnet -
+12V
IN-1GndIN-2GndIN-3Gnd
GndIN-4IN-5LED
Inputs: 5V Max
Class 224 Vac, 50-60
Hz20VA, 0.83A
24Vdc, 0.2A, 5WUse Copper
Conductors Only
®
Ground
24 Vac
Run
Err
ZN551CONTROLLER
Thermistor/dry contact0-5Vdc
IN-1
Thermistor/dry contact0-5Vdc
IN-2
1
2
3
4O N
On
MSTP Baud
Communications Selection
9600 19.2k 38.4k 76.8k
4321
MSTP
ARC156
CAUTION :To Reduce the Risk of Fireor Electric Shock, Do NotInterconnect the Outputs ofDifferent Class 2 Circuits.
Jumper: Gain1
Format
Lstat Rnet
ON
OFF
10A
50VA
TB-PWR
HNG
NEMA 1 12HX12W SCREW COVER
Comm from previous & tonext control module
(See network riser diagram)
AUTOMATED LOGIC
WARMER
COOLER
OCCUPIEDMANUAL
ON
TX PROVIDED BYSUNBELT CONTROLS
T-STAT LOCKING COVER
Universal Input Verification Checklist:
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
M-503
DETAILS
Project Number
VOPP
NETWORK ARCHITECTURE (MPR) 1M-503NOT TO SCALE
NETWORK ARCHITECTURE (GYM) 2M-503NOT TO SCALE
TYPICAL AC/RTU UNIT 3M-503NOT TO SCALE
TYPICAL AC/RTU MODULE 4M-503NOT TO SCALE
TAMM Y
TAMM Y
FLASHING &COUNTER FLASHING
SECURE DUCT TO(N) CURB
CANT STRIP
22"� SL DUCT
#8 SHEET METAL SCREW
SEAL WATERTIGHT
ROOFDECK
NEW ROOFING
CEILING
AS CEILING DIFFUSER OR REGISTER.DUCT ADAPTER SHALL BE SAME MANUFACTURER
STRUCTURE ABOVE. (TYP)SECURED FROMHANGER STRAPS1 1/8" SHT. METAL
SHEET METAL SCREWS.
ADAPTER. SECURED TO
(SIZE AS REQ'D.)
DIFFUSER NECK WITH
SQUARE TO ROUND
DRAW BAND (TYP.)
1.
CEILING WIRESUPPORT. (TYP.)
FOR SIZES.
(SUPPLY AIR OR RETURN AIR)
MAIN DUCT. SEE PLANROUND OR RECTANGULAR
MVD
PLAN FOR SIZES.FLEX. DUCT. SEE
CEILING DIFFUSER OR REGISTER NOTES:
CEILING.
SECURED WITH A DRAWBAND.
FLEX DUCT SHALL BE INSTALLED PER SMACNA
FITTED OVER THE CORE AND SUPPLEMENTARY
CEILING DIFFUSERS AND REGISTER SHALL MATCH
MANUAL USING DRAWBAND & INSULATION SHALL BE2.
3.
3'-0" MAX.
(TYP.)
FOR SIZE & CONT.
24 GA. GALV. STEEL
SEALED OFF FLANGE
SLEEVE THRU ROOF(TYPICAL)DECK
ROOFING
ROOF
LEAD COLLAR
FLASHING &COUNTER FLASHING(TYPICAL)
FLASHINGCOMPOUND
PIPE FLASHING
PIPE SEE PLANS
(WHERE OCCURS)
PIPE CHASE
VERTICAL RISER
(TYP)NEOPRENE PAD
PIPE CLAMP
SPACER AS REQUIREDTO LIFT CLAMP ABOVE
NEOPRENE PAD (TYP)
PIPE SLEEVE
VERTICAL RISER
PIPE CLAMP
SLEEVE.
NOTICE:ROD STIFFENING REQUIRED ONLY FOR HANGER RODSTO WHICH SEISMIC BRACING HAS BEEN INSTALLED.
STIFFENING REQUIREMENTS - THREADED ROD
RC-2 ROD STIFFENER(1/2" THRU 1-1/4"ROD DIAMETER)(13 mm THRU 32 mm)
RC-1 ROD STIFFENER(3/8" THRU 5/8"ROD DIAMETER)(10 mm THRU 16 mm)
12 ga. CHANNEL 1-5/8"X 1-5/8"MAXIMUM LENGTH 9'-0" (2.7 m)
(41 mm x 41 mm)
2"MINIMUM(51 mm)
2"MAXIMUM(51 mm)
2"MAXIMUM(51 mm)
MAXIMUM 6"(152 mm)
TIGHTEN TILL SNUG
TIGHTEN TILL SNUG
BETWEEN RODMAXIMUM SPACING
STIFFNER CLIPSDIM. "B"
ROD STIFFENER CHART
DIAMETERROD
THREADEDWITHOUT
ROD LENGTHMAXIMUM
STIFFENER
DIM."A"
BETWEENSPACINGMAXIMUM
ROD STIFFENRES
DIM."B"
1/2"(13) 22"(559) 18"(457)
OPA-0485
MAXIMUM 6"(152 mm)
SEE PLANFOR SIZE
SLOPE DOWN
LINEAR FOOT.
APPROVEDRECEPTOR@ 1/8" PER
TOWARDS
1. CONDENSATE DRAIN PIPINGSHALL BE TYPE "M" COPPER.
3" MIN TRAP
NOTES:
STAINLESS STEEL HOSE CLAMPS
4" LONG FLEXIBLE HOSE
6" MAX
TYPICAL UNIT
PROVIDE CONTINUOUS SEALANTALL AROUND EXTERIOR
CMU WALL
M-5045
USE 3/4"x 4" LONS HILTSQW1K BOLT @ 16" O.C.
22 GA. GALV.HOOD @ 30%SLOPE
EXPANSIVE FOAMINSLULATION WITHCONT. CAULKINGON BOTH SIDES
DUCT -SEEMECHANICAL
DUCT SUPPORT, SEE
DUCT - SEEPLAN FORSIZES
ROOFCONSTRUCTION
EXHAUST FAN
BOLT EXHAUST FANDOWN TO CURBTHRU MASTIC
PRE-FAB ROOF CURB
ROOFING
TURN ROOFING &DUCT OVER CURB
FLASHING & COUNTERFLASHING
INTERIOR WALL
EXTERIOR WALL
CENTERED IN SLEEVE - DO NOT
FINISHED WALL SURFACE
SUPPORT PIPE FROM SLEEVE.
SEAL WATERTIGHT
1/4"
2"
WALLS IN A SMOKE TIGHT MANNER.SEAL OR CAULK SLEEVE THRU FIRE
FINISHED WALL SURFACES.TERMINATE SLEEVE FLUSH WITH
PIPE AND INSULATION TO BE
AGAINST WALL AND OF SIZE TOCOMPLETELY COVER OPENING.
SEALING AND ANCHORING COLLAR
COAT EXTERIOR SURFACES
SEAL SLEEVE WITH TIGHTLY PACKED
FINISHED WALL SURFACE
OUTSIDE
SILICON COMPOUND.
WITH TAR COMPOUND.
STANDARD WEIGHT STEEL PIPESLEEVE OF SIZE TO FIT PIPE
FINISHED ESCUTCHEON PLATE FLUSH
AND INSULATION.
1 1/2" X 1 1/2" X 1/8"
WELD TO 1 1/4" PIPEANGLE IRON CROSSBRACE.
TYP. (SL) DUCT#8 SHEET METAL SCREWS@ 12" O.C. ON BOT. &SIDES. MAKE WATERTIGHTW/ ELASTIC SEALANT.
TO 1 1/4" SCHEDULE 40SERIES P3000 WELDEDUNISTRUT 1 5/8 CHANNEL
PIPE
HSS 4"x4"x1/4"
3x3x1/4"x4"1/4"THRU BOLT
FLASHING &COUNTER FLASHING(TYPICAL)
LEADFLASH 2'
-6"(
MAX
)
1/4"
1/4"PL. CAP42" O.C.
BARE METAL DECK3/8"PL X 6" X 14.5" MIN(TYP.)
3/16" 3/8"PL X 6" X 9.5" MIN(TYP.)
(TYPICAL)
12"Ø MACHINE BOLT
(TYP.)
1/4" SDS, 3"LONG LAG SCREWS,(2) EACH SIDE. SCREWS MUSTBE INSERTED INTO 2X4 STUDS.
WALL BRACKET BYMANUFACTURER
FAN COIL UNIT
1/4" ANCHOR BOLT,3" PENETRATION,(2) EACH SIDE.
WALL BRACKET BYMANUFACTURER
FAN COIL UNIT
MACHINE BOLT
2-1/2"x12 GAUGESHEET METALSTRAP
SPACE HANGERSAT 6'-0"
DUCT SIZE
5'-0
" MAX
. TO
STR
UC
TUR
AL
W.P.
BOLT
SUPP
OR
TIN
G M
EMBE
R
LONGITUDINAL BRACE(SHOWN DOTTED)SPACE 6'-0"
3"X3"X16 GA."L" BRACING
1 MIN.2 MAX.
1
FOR CONNECTION TOSTRUCTURAL MEMBERSEE STRUCTURAL DETAIL
TRANSVERSEBRACE
C OF BOLTS
C OF ANGLEEQUALL
L
DU
CT
SIZE
VERTICAL
MACHINE
HANGER
5S710
13S710
EQ.
SPACE HANGERSAT 6'-0"DUCT SIZE
DUCT SIZE
EQ.EQ.DUCT
INSULATIONWHERE REQ'D
FOR CONNECTION TOSTRUCTURAL MEMBERSEE STRUCTURAL DETAIL
TRANSVERSE BRACE3" X 3" X 16 GA.
1"
1"
1/2" CLEARMAX. HORIZONTAL
BRACE
VERTICALHANGER
3" X 3" X 16 GA.
C OF BOLTS
C OF ANGLEEQUALL
L
1 MIN.2 MAX.
1
5S710
13S710
LONGITUDINAL BRACEONE EA. SIDE OFDUCT (SHOWNDOTTED) 6'-0" SPACING
#10 SELF-TAPPINGSHEET METALSCREWS EQUALLYSPACED (18" O.CMAXIMUM.)
TYPI
CAL
4 S
IDES
10' M
AX. T
OST
RUCT
URAL
SUPP
ORTI
NG M
EMBE
R
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
M-504
DETAILS
Project Number
VOPP
SINGLE HANGER BRACING FOR2
M-504NOT TO SCALE
3M-504NOT TO SCALE
ROUND DUCT
CENTER BRACING FOR RECTANGULARDUCT
4M-504NOT TO SCALE
DUCT THRU ROOF
5M-504NOT TO SCALE
DUCT SUPPORT ON ROOF
7M-504NOT TO SCALE
FLEX DUCT TO CD OR CR
PIPE THRU ROOF 8M-504NOT TO SCALE
9M-504NOT TO SCALE
10M-504NOT TO SCALE
COND. DRAIN EQUIP. CONNECTION
PIPE SLEEVE THRU WALL PIPE SUPPORT 6M-504NOT TO SCALE
12M-504NOT TO SCALE
11M-504NOT TO SCALE
PIPE SUPPORT - VERTICAL RISER
EXHAUST FAN DETAIL
1M-504NOT TO SCALE
DUCT THRU WALL DETAIL
13M-504NOT TO SCALE
FAN COIL UNIT MOUNTING DETAIL (MPR)
14M-504NOT TO SCALE
FAN COIL UNIT MOUNTING DETAIL (GYM)
AIR-FLOW
POTTORFF MODEL FSD-142
THE OPENING. ANGLES MAY BE MITERED, BUTTED OR OVERLAPPED AT THE CORNERS. ATTACH ANGLES TO THE SLEEVE (NOT THE PARTITION)
PERIMETER OF THE SLEEVE. ANGLES TO BE MIN. 16 GA. 1-1/2" X 1-1/2" OR LARGER AS REQUIRED TO PROVIDE A MIN. 1" OVERLAP OF
DAMPER TO BE HELD IN PLACE BY RETAINING ANGLES ATTACHED TO SLEEVE ON BOTH SIDES OF PARTITION, AND AROUND ENTIRE
TYPE X GYP. BOARD. LINING NOT REQUIRED AT STEEL STUD, CONCRETE, OR MASONRY. SUGGESTED CLEARANCE BETWEEN SLEEVE
OPENING TO BE SINGLE HEADER FRAMING FOR WOOD OR STEEL. WOOD FRAMED OPENINGS MUST BE LINED WITH MINIMUM 5/8"
WITH SHEET METAL SCREWS, BOLTS OR WELDS AS PER MANUFACTURERS INSTRUCTIONS.
CONNECT DUCT TO SLEEVE WITH "S" TYPE SLIP CONNECTIONS.
COMBINATION FIRE/SMOKE DAMPER
AND OPENING 1/8" FOR EACH 12" DAMPER WIDTH AND HEIGHT FOR EXPANSION.
DO NOT USE MECHANICAL FASTENERS.
(LISTING NO.03225:0368:110 AND 03230:0368:111)
PROVIDE NON STALL SHUNT MOTOR , 23 VA. MAXIMUM.
FIRE/SMOKE DAMPER SPECIFICATIONS:
FOR A FULL 30 MIN. CAN BE MOTOR OPERATED. TORQUE REQ'D.
SEALS ALLOWING NO MORE THAN 10 CFM/SQ.FT. AT 1" W.G. TO 250° F
LABLED UNDER UNDERWRITER LABORATORIES STD. 555S. WITH METAL
LABORATORIES. ALL DAMPERS MUST ALSO BE LEAKAGE RATED AND
CALIFORNIA STATE FIRE MARSHAL AND/OR UNDERWRITERS
ALL FIRE DAMPERS SHALL BE LABELED AND LISTED BY
TO MAINTAIN LEAKAGE RATE NOT TO EXCEED 0 LBS. TORQUE.
DAMPERS SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION
INSTRUCTIONS AND/OR STATE FIRE MARSHAL LISTING NO.
03225. POTTORFF COMPANY, INC. (NO RUBBER SEALS ALLOWED)
OR APPROVED EQUAL. BLADEDAMPER
3.750
BLADEBRACKET
2.7" MAX.
DAMPERFRAME
ACCESSDOOR
Rated Fire Damper
fire partitions.for 1, 2, 3 & 4 Hr.
1-1/2 Hr. & 3 Hr.
FINISHED FLOOR
15" M
IN.
48" M
AX.
HIGHEST OPERABLEPART OFTHERMOSTAT ORCONTROLS AND TOPOF OUTLETS ORSWITCHES
BOTTOM OFOUTLETS ORSWITCHES
FINISHED FLOOR
HIGHEST OPERABLEPART OFTHERMOSTAT ORCONTROLS AND TOPOF OUTLETS ORSWITCHES
34" M
AX.
24" MAX.
46" M
AX S
IDE-
APPR
OAC
H44
" MAX
FR
ON
T-AP
PRO
ACH
AT W
OR
K ST
ATIO
N
(TYP.)CEILING
TO COOK TOP4'-0" MAX. KITCHEN
RANGE
SHIELD
HOOD
FLOOR
ALL OPEN SIDESOVER HANG ON6"MIN
MIN. 3" METAL 18"
2LAYERS OF 3M FIRE-RATED WRAP
ROOF 5. THE EXHAUST AND MAKEUP AIR SYSTEMS SHALL BE CONNECTED BY AN
SUPPLIED TO THE ROOM EQUAL TO THE AMOUNT OF AIR TO BE EXHAUSTED.4. EACH ROOM PROVIDED WITH AN EXHAUST SYSTEM SHALL HAVE AIR
2. WEATHER-PROTECTION FOR OPENINGS TO BE MINIMUM 25 GAGE
ELECTRICAL INTERLOCKING SWITCH.
3. METAL SHIELD (OR COLLAR) TO SEAL DUCT AT POINT OFPENETRATION OF CEILING.
GALVANIZED STEEL.
1. DUCTWORK SHALL BE 16" GALVANIZED.
GENERAL NOTES:
DOUBLE COMBIDECKOVEN
OVEN
24" MIN.
40" MIN.
ROOF
EF13
TYPE I HOOD MUST BEMADE OF MIN. 22 GA.STAINLESS STEEL
80" MIN.
REFER TO 4M-504
E
M
R1a
24V IN CONDUIT
M
R1
HO
E
A
C
8 HR TIMER SWITCH
REMOTE CONSOLEAT KITCHEN WALL
OVERRIDE T'STAT
SUPPLIED W/UNIT
PANEL
IN SA DUCT
460V-3Ph-60Hz REZNORCONTROL
NO. OF WIRES AS
OPERATE THE UNITUNIT MFR. TOREQUIRED BY
120V CONDUIT
FOR EF-13INTERLOCK RELAYPROVIDE
MUA
3 13
EF
EMS SYSTEM
EMS SYSTEM
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
M-505
DETAILS
Project Number
CheckerAuthor
COMBINATION FIRE/SMOKE DAMPER 1M-505NOT TO SCALE
KITCHEN HOOD DETAIL 2M-505NOT TO SCALE
THERMOSTAT MOUNTING HEIGHT DETAIL 3M-505NOT TO SCALE
INTERLOCK SYSTEM DIAGRAM 4M-505NOT TO SCALE
GPM
MPR FIXTURE UNITS COUNT(WATER)
UNITFIXTURE
UNITTOTAL FIXTURE
145
FIXTURE QTY.
TOTAL 205
SYMBOL(WATER) (WATER)
94
1
115+30WATER CLOSETWC 8
1LAVATORYLAV 1
6
6
8
3
2HAND SINKHS
WASH FOUNTAINWF 2
3
4PREP SINKS-1 2
44PREP SINK (2-COMPARTMENT)S-2 1
4
3
3
4
3SERVICE SINKSS-1
PREP SINK (3-COMPARTMENT)S-3 1
1
3HOSE BIBB (FREE STANDING)HB-1 1
213HOSE BIBB (RECESSED)RHB-1 7
44DISPOSER 1
GPM
GYM FIXTURE UNITS COUNT(WATER)
UNITFIXTURE
UNITTOTAL FIXTURE
145
FIXTURE QTY.
TOTAL 251
SYMBOL(WATER) (WATER)
105
2
115+30WATER CLOSETWC 8
1LAVATORYLAV 2
6
4
72
3
1DRINKING FOUNTAINDF
WASH FOUNTAINWF 2
4
4SHOWERSH 18
44CLOTHES WASHING ASSEMBLYCWA 1
183HOSE BIBB (RECESSED)RHB-1 6
MPR FIXTURE UNITS COUNT(WASTE)
UNITFIXTURE
UNITTOTAL FIXTURE
48
FIXTURE QTY.
TOTAL 189
SYMBOL
1
6WATER CLOSETWC 8
1LAVATORYLAV 1
6
8
12
3
2HAND SINKHS
WASH FOUNTAINWF 2
4
4PREP SINKS-1 3
44PREP SINK (2-COMPARTMENT)S-2 1
4
3
4PREP SINK (3-COMPARTMENT)S-3 1
3SERVICE SINKSS-1 1
404FLOOR DRAINFD-1 10
32
15
4FLOOR SINKFS-1 8
5URINALUR 3
168FOX DRAIN 2
CFH
600
2389
250 FT.
EQUIPMENT
AC-2 THRU AC-5 (150 X 4)
TOTAL
GAS PIPING CALCULATIONS
MAX.TOTAL DEVELOPMENT LENGTH
(MPR)
224AC-6
750AC-7 THRU AC-9 (250 X 3)
200MUA-3
199WH-2
164RANGE
120CONVECTION OVEN
132COMBI OVEN
GYM FIXTURE UNITS COUNT(WASTE)
UNITFIXTURE
UNITTOTAL FIXTURE
48
FIXTURE QTY.
TOTAL 218
SYMBOL
2
16WATER CLOSETWC 8
1LAVATORYLAV 2
6
4
36
3
1DRINKING FOUNTAINDF
WASH FOUNTAINWF 2
4
2SHOWERSH 18
33CLOTHES WASHING ASSEMBLYCWA 1
96
8
4FLOOR DRAINFD 24
4FLOOR SINKFS 2
155URINALUR 3
CFH
150
1549
200 FT.
EQUIPMENT
AC-1
TOTAL
GAS PIPING CALCULATIONS
MAX.TOTAL DEVELOPMENT LENGTH
(GYM)
800AC-10 & AC-11 (400 X 2)
400MUA-1 & MUA-2 (200 X 2)
199WH-1
PLUMBING LEGENDS & ABBREVIATIONS
SD
OD
SD
G
ICW
CD
D
CA
(E)
O
AR
AC
CO2
W WASTE ABOVE FLOOR
W WASTE BELOW FLOOR
SD STORM DRAIN ABOVE FLOOR
OD OVERFLOW DRAIN ABOVE GRADE
SD STORM DRAIN BELOW GRADE
V VENT
CW COLD WATER
HW HOT WATER
HWR HOT WATER RETURN
G GAS
ICW INDUSTRIAL COLD WATER
CD CONDENSATE DRAIN
D RISER DRAIN
CA COMPRESSED AIR
(E) EXISTING PIPING WITH SERVICE INDICATED
SOV SHUT OFF VALVE
CV CHECK VALVE
CO CLEAN OUT
FCO FLOOR CLEAN OUT
PIPE DROP UNLESS OTHERWISE NOTED
PIPE UP UNLESS OTHERWISE NOTED
PIPE DROP OR RISE
O OXYGEN
AR ARGON
AC ACETYLENE
CO CARBON DIOXIDE
POC POINT OF CONNECTION
ABV ABOVE
AC ACCESSIBLE
CLG CEILING
DN DOWN
DTR DOWN THRU ROOF
2
(E) EXISTING
ELEV. ELEVATION
FT FOOT, FEET
FU FIXTURE UNIT
FV FLUSH VALVE
MTD MOUNTED
REQ REQUIRED
SGL SINGLE
STL STAINLESS STEEL
TYP TYPICAL
UTR UP THRU ROOF
VB VACUUM BREAKER
W/ WITH
TW TEMPERED WATER
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
P-001
LEGENDS,NOTES, &SCHEDULES
Project Number
VOPP
PLUMBING FIXTURE SCHEDULEFIXTURE
FIXTUREID WASTETRAP COLDVENT
COMMENTSHOT
CONNECTION SIZE
INTEGRAL 4" 1"2" -
4"INTEGRAL 1"2" -
WC-1 WATER CLOSET
WC-2WATER CLOSET(ACCESSIBLE)
MEP COMPONENT ANCHORAGE NOTE:ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THEDETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THEFOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENTREQUIREMENTS PRESCRIBED IN THE 2010 CBC, SECTIONS 1615A.1.12 THROUGH 16A.1.22 AND ASCE 7-05 CHAPTER6 AND 13.
1. ALL PERMANENT EQUIPMENT AND COMPONENTS.2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS, OR WATER.3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.
THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELYSTTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THE PROJECT INSPECTOR WILLVERIFY THAT THESE ITEMS HAVE BEEN POSITIVELY ATTACHED. THESE COMPONENTS SHALL HAVE FLEXIBLECONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.
A. COMPONENTS WEIGHTING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.B. COMPONENTS WEIGHTING LESS THAN 20 POUNDS, OR INTHE CASE OF DISTRIBUTED SYSTEMS LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.
FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPORVED DRAWINGS, THE INSTALLATIONSHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.
PIPING, DUCTWORK, AND ELECTRICALDISTRIBUTION SYSTEM BRACING NOTEPIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THEFORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-05 SECTION 13.3 AS DEFINED IN ASCE 7-05 SECTION13.6.8, 13.6.7, 13.6.6, AND 2010 CBC, SECTIONS 1615A.1.20, 1615A.1.21 AND 1615A.1.22.
THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS WITH AN OPA #, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS MODIFIED TO SATISFYANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.
COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACINGOF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.
THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THEHANGER AND BRACE LOADS.
SEE SPECIFICATION
INTEGRAL 2" -1-1/2" -
2"INTEGRAL -1-1/2" -
UR-1
UR-2URINAL
(WATERLESS,ACCESSIBLE)
1-1/4" 2" 1/2"1-1/2" 1/2"
2"1-1/4" 1/2"1-1/2" 1/2"
L-1 LAVATORY
L-2 LAVATORY(ACCESSIBLE)
3"3" 3/4"2" 3/4"SS-1 SERVICE SINK
- - -- 3/4"
-- -- 3/4"
SH-1 SHOWER
SH-2 SHOWER(ACCESSIBLE)
1-1/2"2" 3/4"1-1/2" 3/4"WF-1 WASH FOUNTAIN(ACCESSIBLE)
2" 2" 3/4"1-1/2" -
3"3" -2" -
WB-1 WASH BOX
FD-1 FLOOR DRAIN PROVIDE TRAP PRIMER. 1/2" MAX GRATEOPENINGS IN ALL DIRECTIONS.
2"2" -1-1/2" -FD-2 FLOOR DRAIN(SHOWER)
2" 2" -1-1/2" -FS-1 FLOOR SINK
RD-1 ROOF DRAIN SEE ROOF PLAN FOR SIZES
-- 1/2"- -
OD-1 OVERFLOW DRAIN
TP-1 TRAP PRIMER
SEE ROOF PLAN FOR SIZES
2" 1-1/2" 3/4"1-1/2" -
-
DF-1DRINKING FOUNTAIN
(ACCESSIBLE W/COOLER)
DF-2DRINKINGFOUNTAIN
(ACCESSIBLE)
1/2"HB-1HOSE BIBB (FREESTANDING) NON-
FREEZE
-RHB-1 RECESSED HOSEBIBB NON-FREEZE
3" 3" 3/4"2"
- - 1/2"-
- - 3/4"-
SHEET INDEX
LEGENDS, NOTES, AND SCHEDULES
SHEET NUMBER
P-001
SHEET TITLE
MULTI-PURPOSE PLUMBING FLOOR PLANPA-111
MULTI-PURPOSE PLUMBING ROOF PLANPA-131
GYMNASIUM PLUMBING FLOOR PLANPB-111
GYMNASIUM PLUMBING ROOF PLANPB-131
PLUMBING SITE PLANP-101
MULTI-PURPOSE PLUMBING RISER DIAGRAMSPA-411
WATER HEATER SCHEDULEDESCRIPTION
WATERHEATER
IDMANUFACTURER &
MODEL NUMBERSTORAGECAPACITYGAS INPUT REMARKSRECOVERY RATE
IN GPH
A.O. SMITHBTH-199A 100 GALLONS199,000
230 GPH @ 100DEGREE RISE
A.O. SMITHBTH-199A 100 GALLONS199,000
230 GPH @ 100DEGREE RISE
WH-1 WATER HEATER
WH-2 WATER HEATER MUST BE CEC APPROVED
MUST BE CEC APPROVED
EQUIPMENT SCHEDULEDESCRIPTIONEQUIP ID MANUFACTURER &
MODEL NUMBER REMARKS
BELL & GOSSETTPT-12ET-1 EXPANSION TANK
SERVICE
WH-1
BELL & GOSSETTPL-30CP-1 CIRCULATING
PUMP 1/12 HP-120V, 1Ø, 60HZ ALL BRONZEWH-1
BELL & GOSSETTPT-12
ET-2 EXPANSION TANK 4 GALLONWH-2
BELL & GOSSETTPL-30CP-2 CIRCULATING
PUMP 1/12 HP-120V, 1Ø, 60HZ ALL BRONZEWH-2
A.O. SMITHTJV-120AST-1 STORAGE TANK 119 GALLONWH-1
SERVICE AREA
GYMNASIUM
MPR KTICHEN
JENSENJP1500GGI-1 GREASE
INTERCEPTER1500 GALLON WITH SAMPLE BOXMPR
KITCHEN
URINAL(WATERLESS,ACCESSIBLE)
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
PROVIDE TRAP PRIMER. 1/2" MAX GRATEOPENINGS IN ALL DIRECTIONS.
PROVIDE TRAP PRIMER. 1/2" MAX GRATEOPENINGS IN ALL DIRECTIONS.
SEE SPECIFICATION
SEE SPECIFICATION
SEE SPECIFICATION
120^ MINIMUM HOT WATER DEMAND, 10GPH.
SEE SPECIFICATION
4 GALLON
GYMNASIUM PLUMBING RISER DIAGRAMSPB-411
DETAILSP-501
GYMNASIUM ENLARGED PLUMBING PLANSPB-410
MULTI-PURPOSE PLUMBING RISER DIAGRAMSPA-410
3"3" 3/4"2" 3/4"SS-2 KITCHEN SERVICESINK
120^ MINIMUM HOT WATER DEMAND, 10GPH, SEEKITCHEN SPEC FOR FAUCET AND MOP HANGER
2"1-1/2" 1/2"1-1/2" 1/2"HS-1 HAND SINKWALL MOUNTED, 120^ MINIMUM HOT WATERDEMAND, 5GPH, WITH INSULATED WASTE ANDWATER LINES
2"1-1/2" 1/2" 1/2"S-3 3-COMPARTMENTSINK -1-1/2"
2"1-1/2" 1/2" 1/2"S-4 2-COMPARTMENTSINK
NEMA 5-15P PLUG. 120^ MINIMUM HOT WATERDEMAND, 10GPH.1-1/2"
INDIRECT- 1/2" 1/2"S-5 PREP SINK NEMA 5-15P PLUG. 120^ MINIMUM HOT WATERDEMAND, 10GPH.-
2"1-1/2" 1/2" 1/2"HS-2 HAND SINK(ACCESSIBLE)
WALL MOUNTED, 120^ MINIMUM HOT WATERDEMAND, 5GPH, WITH INSULATED WASTE ANDWATER LINES
KITCHENEQUIP.
NUMBER
2
5
9
21
40
49
32
1-1/2"
INDIRECT- 1/2" 1/2"S-6 PREP SINK,ACCESSIBLE
NEMA 5-15P PLUG. 120^ MINIMUM HOT WATERDEMAND, 10GPH.-14
-ACCESSIBLE PLUMBING FIXTURES SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF CBC SECTION1115B.-FIXTURE CONTROLS SHALL COMPLY WITH CBC SECTIONS 1115B.4.4.4 FOR SHOWERS, 1115B.4.3, ITEM 1FOR LABATORIES, 1115B.4.1, ITEM 5 FOR TOILETS, AND 1115B.4.2, ITEM 2 FOR URINALS.
PLUMBING FIXTURES NOTE:
3/4"RHB-2 RECESSED HOSEBIBB NON-FREEZE - - -- SEE SPECIFICATION
xx
xx
x xx x x x x x x x x x x x x x x x x
x
x
x x x x x x x x x x
x
x
xxxxxxxxxx
x
x
x x x x x x x x x
x
xx
xx
xx
xx
xx
xx
xx
xx
x
x
xx
xx
xx
xx
x
x
x
xx
xx
xx
xx
x
x xx
x
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
x
xx
HOOK BLVD
ARLE
TTE D
RIVE
(N) MULTI-PURPOSEBUILDING
P-4 P-3 P-1 P0 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12T9
T10
EXISTING FIRE LANE
(N) F
IRE LA
NE
(N) FIRE LANE
(N) FIRE LANE
(N) GYMNASIUMBUILDING
(E) DRIVEWAY
(N) SANDVOLLEYBALL
COURTS
(E) PORTABLE BUILDINGS
LIMIT OFWORK
BUILDING 1N.I.C.
BUILDING 2N.I.C.
BUILDING 3N.I.C.
BUILDING 4N.I.C.
BUILDING HN.I.C.
BUILDING F -ADMINISTRATION
N.I.C.
ALIGN
ALIGN
LIMIT OF WORK
LIMIT OF WORK
LIMIT OFW
ORK LIMIT OF WORK
LIMIT
OF W
ORK
LIMIT
OF
WOR
KLIMIT OF WORK
DN
LIMIT OF WORK
ASSUMED PROPERTY LINE
NEW SERVICEYARD
EXISTING PARKING STRIPING TO REMAIN
G16
4
5
4
1
5 5
4
3
4
342
3
4
4
4
3
4
4
4
4
21
6
8
8
1-1/2" MEDIUM PRESSUREGAS LINE BELOW GRADE
(E) GAS LINE BELOW GRADE, VERIFY EXACT LOCATION ON SITE
6
DF-2
DF-2
109
9
10
1-1/4"
1-1/4"
7
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
P-101
PLUMBING SITEPLAN
Project Number
VOPP
1" = 40'-0" 1PLUMBING SITE PLAN
KEY NOTES:
1 3"CW TERMINATE 5'-0" FROM EXTERIOR WALL. FOR CONTINUATION SEE CIVIL DRAWINGS
2 6" WASTE LINE TERMINATE 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS
3
4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
4
3" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
5" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
5
1-1/4" MEDIUM PRESSURE GAS BELOW GRADE6
NEW GAS METER ASSEMBLY, COORDINATE LOCATION AND INSPECTION WITH GAS COMPANY7
MEDIUM PRESSURE GASLINE BELOW GRADE8
3/4" CW, 3" WASTE, & 2" VENT BELOW GRADE9
3/4" CW, 3" WASTE, & 2" VENT BELOW GRADE FOR CONTINUATION SEE FLOOR PLAN10
6" WASTE LINE TERMINATE 5'-0" FROMEXTERIOR WALL, FOR CONTINUATION SEECIVIL DRAWINGS
..
PA-4102
SAMPLE BOXGI-1
3"CW TERMINATE 5'-0" FROM EXTERIORWALL. FOR CONTINUATION SEE CIVILDRAWINGS
SD/WASTE INVERSIONDRAIN
STORAGE109
OFFICE108
AV ROOM104
KITCHEN114
WALK-INFREEZER
115WALK-IN REF
116DRY STORAGE
117
STAFF LOCKERS119
STAFF TOILET118
ELECTRICALROOM
121
SERVICE YARD124
TABLE STORAGE102
JANITOR113
OFFICE120
BOYSRESTROOM
110
GIRLSRESTROOM
111
AA
B B
C C
1
1
2
2 3
3 4
4
LIGHT CONTROL105
TRASHENCLOSURE
125
CART STORAGE123
SERVING ROOM112
CART CHARGING122
WHEELCHAIRALCOVE
101
.
.
.
STAGESTAIR 2
STAGESTAIR 1
DN
DN
DN
DN
DN
MULTI-PURPOSEROOM
100
STAGE103
MUSIC DRAMA 1106
OPERABLEPARTITION
POCKET107C
.
TYP.
TYP.
TYP.
ALIG
N
MUSIC DRAMA 2107
TYP
TYP
TYP.
43
SD
OD
1
3
2
SD
OD
OD
SD
4
3
1
2
FCO
PA-4104
GW
RHB-1
RHB-1
RHB-1
G
GG
5
5
5
5
5
5
4" GAS BELOW GRADE (2389 CFH)
SOV IN YARD BOX
RHB-1
RHB-1
RHB-1
1 -1/2" (250 CFH)
1-1/2" (250 CFH)
1-1/2" (250 CFH)
1-1/4" (150 CFH)
2" (400 CFH)
2" (650 CFH)
2-1/2" (900 CFH)
1-1/4" (150 CFH)
1-1/4" (150 CFH)
1-1/2" (300 CFH)
.2%
8
8
CO
3/4" CD
1" CD
8
3/4"
CO CO
8
3/4"
.2%
CO
CO
CO8
8
3/4"
3/4" CD
3/4" CD
.2%
SD SD
RHB-1
RHB-1
1
2
4
3
3/4"
3/4"
1"
3/4"
3" VENT BELOWGRADE
1-1/4" MPG, FORCONTINUATION SEE SITEPLAN
P50110
P50110
1010
1010
12
SD/WASTE INVERSIONDRAIN
11P501
7
6
4"
4"
1/2"
49
3/4"CW, 3"W, & 2"V BELOWGRADE, FOR CONTINUATIONSEE SITE PLAN
9
13
11
13
RHB-2
3" V BELOW GRADE
2%
4"
3" V BELOW GRADE
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PA-111
MULTI-PURPOSEPLUMBINGFLOOR PLAN
Project Number
VOPP
1/8" = 1'-0" 1MULTI-PURPOSE PLUMBING FLOOR PLAN
KEY NOTES:
1 4"SD & 4"OD DOWNSPOUTS UTR, DN & OFFSET ABOVE CEILING
2 4"SD DN IN WALL & OFFSET BELOW GRADE
3
4"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6" ABOVE FINISHED FLOOR4
4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
GAS LINE UTR TO AC UNIT, SEE SIZE ON PLAN5
GAS REGULATOR6
4" EARTHQUAKE SOV7
3/4" CONDENSATE DRAIN UTR8
3" CW OFFSET ABOVE CEILING9
10 3"SD & 3"OD DOWNSPOUTS UTR, DN & OFFSET ABOVE CEILING
3"SD DN IN WALL & OFFSET BELOW GRADE11
3"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6" ABOVE FINISHED FLOOR12
13 3/4" CW DOWN IN WALL
AC-7 (10 TONS)
AC-8 (10 TONS)
AC-4 (6 TONS)
AC-6 (7.5 TONS)
AC-5 (6 TONS)
AC-3 (6 TONS)
1-1/4" GAS DTR
1-1/4" GAS DTR
1-1/4" GAS DTR
AA
B B
C C
1
1
2
2 3
3 4
4
AC-9 (10 TONS)
1-1/2" GAS DTR
1-1/2" GAS DTR
1-1/4" GAS DTR
1-1/2" GAS DTR
4"RD-1
4"OD-1(2061 SF)
4"RD-14"OD-1
(2061 SF)
4"RD-14"OD-1
(2061 SF)
4"RD-14"OD-1(1062 SF)
4"RD-14"OD-1(2061 SF)
4"RD-14"OD-1(1062 SF)
4"RD-14"OD-1
(1062 SF)
4"RD-14"OD-1
(1062 SF)
3"RD-13"OD-1
(260 SF)
3"RD-13"OD-1(260 SF)
AC-2 (5 TONS)
1-1/4" GAS DTR
3" V. DTR
4" V. DTR
4" V. DTR
1-1/4" GAS DTR
MUA1
2
3/4" DRAIN DTR
1
1
1
1
1
1
1
1
3
4
UPPER ROOF
LOWER ROOF
(237 SF)3"OD-13"RD-1
(119 SF)
3"OD-13"RD-1
3"RD-13"OD-1
(345 SF)
3"RD-13"OD-1
(235 SF)
3"OD-13"RD-1
(263 SF)
CU2
CU1
3" V DTR
3" V DTR
3" V DTR
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PA-131
MULTI-PURPOSEPLUMBING ROOFPLAN
Project Number
VOPP
1/8" = 1'-0" 1MULTI-PURPOSE PLUMBING ROOF PLAN
KEY NOTES (STAFF'S RESTROOM):
1
2
3/4" CONDENSATE DRAIN DTR
3/4" INDUSTRIAL COLD WATER DTR
3
4
3" PVC VENT DTR, PROVIDE RAIN CAP
3" PVC AIR INTAKE DTR, PROVIDE RAIN CAP
PB-4103
GYMNASIUM200
BOYS LOCKERROOM
216
OFFICE218
BOYSRESTROOM
222
ELECTRICAL220
WATER HEATERRM209
GIRLS LOCKERROOM
207
OFFICE211
FACULTYRESTROOM
210
LAUNDRY214
FACULTYRESTROOM
219
GIRLSRESTROOM
206
JANITOR205
JANITOR223
VESTIBULE213
VESTIBULE215
SPORT EQUIP.STOR.
217
BOYS SHOWER221
VESTIBULE224
GIRLS SHOWER208
SPORT EQUIP.STOR.
212
VESTIBULE204
DD
EE
FF
GG
HH
II
JJ
5
5 6
6 7
7
STORAGE201
K KDF ALCOVE
202
DF ALCOVE203
VENDINGMACH.
ALCOVE
VENDINGMACH.
ALCOVE
SIM.7
7
OD
SD
OD
5
11
5
4
3
1
5
SD
OD
SD
OD SD
SD
5"OD ON TOP OF 5"RD
3
4
1
SD OD
SDOD
22
PB-4101
PB-4102
999
1011
12
RHB-1
RHB-1
RHB-1
RHB-1
RHB-1
RHB-1
7
6
6
8
7
SD
OD
11
6
8
3/4" CW DOWN TO RHB
1012
3/4" CW DOWNIN WALL TO HB
6
7
5"OD ABOVE 5"SD,OFFSET BELOWWINDOW
58
11
5" SD & OD DOWN INFRONT OF WALL,OFFSET BELOWWINDOWS
5
1
1
OD
5
1
15
3PB-111
UPPERCANOPY
5"OD ON TOP OF 5"RD
9
5"OD ON TOP OF5"RD
3" OD & SD, FORCONTINUATIONSEE LOWERCANOPY 2/PB-111
UPPERCANOPY
3" SD ON TOPOF SD
9
55
10 12D
E
F
G
H
I
J
7
7
3"OD-13"RD-1
(290 SF)
(336 SF)
3"OD-13"RD-1
(170 SF)
3"RD-13"OD-1
3PB-111
FOR CONTINUATIONSEE FLOOR PLAN
FOR CONTINUATIONSEE FLOOR PLAN
3" SD & OD IN LOWER CANOPY
5" OD ON TOP OF 5" SD ON INTERIORWALL, OFFSET BELOW WINDOW
5" SD 5" OD
3" OD & SD TO UPPER CANOPY
3" OD & SD TOLOWER CANOPY
5" OD
5" SD
3" OD & 3" SD TO UPPER CANOPY
3" SD & OD IN LOWER CANOPY
4" SD & OD IN SOFFIT
4" OD
4" SD
4" SD4" OD4" SD4" OD
3/4" CW DOWNTO RHB
3" SD3" OD
3" SD3" OD
3" SD3" OD
3" SD3" OD
2% 2%
2%
2%
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PB-111
GYMNASIUMPLUMBINGFLOOR PLAN
Project Number
VOPP
1/8" = 1'-0" 1GYMNASIUM PLUMBING FLOOR PLAN
KEY NOTES:
1 3"SD & 3"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING
2 3"SD DOWN AND OFFSET BELOW GRADE
3
3"OD DOWN, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR4
3" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
5 4"SD & 4"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING
6 4"SD DOWN AND OFFSET BELOW GRADE
7
4"OD DOWN, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR8
4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
9 5"SD & 5"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING
10 5"SD DOWN AND OFFSET BELOW GRADE
11
5"OD DOWN, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR12
5" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
1/8" = 1'-0" 2GYMNASIUM PLUMBING ROOF PLAN - LOWER CANOPY
1/8" = 1'-0" 3GYM EAST WALL SECTION
1-1/4" GAS DTR
2" GAS DTR
2"GAS DTR
4"RD-14"OD-1(1444 SF)
4"RD-14"OD-1(1444 SF)
4"OD-14"RD-1(1188 SF)
4"RD-14"OD-1(1188 SF)
5"OD-15"SD-1(2376 SF)
4"OD-14"RD-1(1188 SF)
5"OD-15"SD-1(2376 SF)
3"OD-13"RD-1(220 SF)
5"OD-15"RD-1(2888 SF)
4"OD-14"RD-1(1444 SF)
3"OD-13"RD-1(220 SF)
DD
EE
FF
GG
HH
II
JJ
5
5 6
6 7
7
K K
4" V. DTR
4" V. DTR
4" V. DTR
4" V. DTR
1-1/2" GAS DTR
1-1/2" GAS DTR
MUA1
MUA2
4" VENT DTR
4" VENT DTR
4" VENT DTR
1
1
AC11
AC10
AC1
1
1 2
2
1
UPPER ROOFLOWER ROOF
3
4
(874 SF)
3"RD-13"OD-1
(178 SF)
3"RD-13"OD-1
(124 SF)
3" RD-1
3"OD-1
(124 SF)
3"OD-1
3"RD-1
(92 SF)
3"OD-1
3"RD-1
UPP
ER C
ANO
PY
CU3
3PB-111
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PB-131
GYMNASIUMPLUMBING ROOFPLAN
Project Number
VOPP
1/8" = 1'-0" 1GYMNASIUM PLUMBING ROOF PLAN
KEY NOTES (STAFF'S RESTROOM):
1
2
3/4" CONDENSATE DRAIN DTR
3/4" INDUSTRIAL COLD WATER DTR
3
4
3" PVC VENT DTR, PROVIDE RAIN CAP
3" PVC AIR INTAKE DTR, PROVIDE RAIN CAP
32
36
27
28
21
17
19
20
18
5
10
14
11
6
9
DESCRIPTION
4
2
No.REQ'D
ITEMNo.
ITEM
SCHEDULE OF FOOD SERVICE EQUIPMENT
BRAND ASSPECIFIED
MODELNUMBER
MBTUCOLD
PLUMBING
HOT
WATER
INDIRDIR SIZE
WASTE GAS REMARKS
40
41
42
44
47
1 LOT 24" X 48" MOP SINK WITH FAUCET AND MOP HANGER WEST STAR INDUSTRIES MPS1-2044 1/2" 1/2" 3" 120^ MINIMUM HOT WATER DEMAND, 10GPH, SEE SPEC FOR FAUCET AND MOP HANGER
1 WATER HEATER ON 6"MIN. HIGH STAND OR LEGS REFER TO PLUMBING ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION
3 WALL MOUNTED HAND SINK ADVANCE TABCO 7-PS-20 1/2"1/2" 1-1/2" 120^ MINIMUM HOT WATER DEMAND, 5GPH, WITH INSULATED WASTE AND WATER LINES
1 LOT U.L. 300 LISTED FIRE SUPRESSION SYSTEM FOR ITEM #15 CAPTIVEAIR PIRANHA 1" DEDICATED WATER LINE FROM BUILDING MAIN
1 STAINLESS STEEL THREE COMPARTMENT SINK FABRICATED SEE DRAWINGS 1/2"1/2"
1 2 HP. DISPOSER WITH 18" CONE IN-SINK ERATOR SS-200-15A-AS101 1/2" 2"
1 PRE-RINSE SPRAY FAUCET FISHER 2210-1WB 1/2"1/2" 120^ MINIMUM HOT WATER DEMAND, 45GPH.
1 LOT STAINLESS STEEL WORK TABLE WITH PREP SINK (ACCESSIBLE) FABRICATED SEE DRAWINGS 1/2"1/2" 1-1/2" NEMA 5-15P PLUG. 120^ MINIMUM HOT WATER DEMAND, 10GPH.
1 RANGE WITH FOUR BURNERS AND OVEN INSTALLED ON CASTERS VULCAN V4B36C 3/4" 164K NEMA 5-15P PLUG.
1 WALL MOUNTED POT FILLER FAUCET T & S B-0605 1/2"
1 DOUBLE DECK GAS CONVECTION OVER WITH CASTER VULCAN SG44D 3/4" 120K NEMA 5-15P PLUG.
1 DOUBLE DECK STACKED CAS COMBI OVEN WITH FILTER HOBART CG10F1 3/4" (2) 1" (2)3/4" 60K J-BOX ELECTRICAL CONNECTION
1 STAINLESS STEEL TABLE WITH PREP SINK (ACCESSIBLE) FABRICATED SEE DRAWINGS 1/2"1/2" 1-1/2"
1 EVAPORATOR FAN FOR WALK-IN REFRIGERATOR
1 EVAPORATOR FAN FOR WALK-IN FREEZER
COOLTEC
COOLTEC LET140BEK
3/4"
3/4"
DRAIN TO FLOOR SINK
DRAIN TO FLOOR SINK, INSTALL HEAT TAPE ON DRAIN
1 STAINLESS STEEL PREP TABLE WITH TWO SINKS FABRICATED SEE DRAWINGS NEMA 5-15P PLUG.
1 LOT ICE MACHINE WITH ICE STORAGE BIN AND FILTER HOSHIZAKI KM-901MAH, B800SF 1/2" (2) 3/4" RUN WATER LINE TO FILTER THEN TO UNIT CONNECTION
1 WALL MOUNTED HAND SINK (ACCESSIBLE) ADVANCE TABCO 7-PS-25 1/2"1/2" 1-1/2"
1 LOT MODULAR MILLWORK SERVING LINE SYSTEM LOW TEMP INDUSTRIES CUSTOM U.L. LISTED ASSEMBLY(4) 1/2"
4 3 WELL DROP-IN HOT FOOD WARMER LOW TEMP INDUSTRIES QSCHP-3 POWER PROVIDED AS PART OF ITEM #41
4 2 WELL DROP-IN SELF CONTAINED COLD PAN
(4) 3/4"
(4) 3/4"LOW TEMP INDUSTRIES DI-2037TA POWER PROVIDED AS PART OF ITEM #41
2 DROP-IN PASS-THRU DISPLAY REFRIGERATOR. LOW TEMP INDUSTRIES CSDR-DI-60P (2) 3/4" POWER PROVIDED AS PART OF ITEM #41
ADT156AEK
49 1 WALL MOUNTED HOSE REAL ASSEMBLY T & S BRASS B-1439 1/2"1/2" 120^ MINIMUM HOT WATER DEMAND, 10GPH.
NEMA 5-15P PLUG. 120^ MINIMUM HOT WATER DEMAND, 10GPH.
32
05
27
05
02
14
14
11 101014
36
21
44
44
44
41
41
41
41
18
1719
20
20
20
42
42
42
42
47
47
3
3 4
4
3
11
SDOD
4"VTR
WF-1
UR-1
UR-1
UR-2
WC-1
WC-2
FD-1
TP
FD-1
TP
RHB-1
10
11
24
11
3536
4"
6"
31
37
AA
B B
2
2 3
3 4
4
55
6
7
8
OD
SD
WC-2FD-1L-2
3" VTR
9
7
55
6
8
SDO
D
55
6
7
8
FCO
FCO
GW GW
SS-2
FD-1
WH-2
HS-1
HS-1
FCO
WCO
HS-2
HS-1WCO
RHB-1
11
3
10
11
WF-1
WC-1
WC-1
WC-1
FD-1
WC-1
WC-2
FD-1
4" VTR
TP
TP
SD
OD
55
6 7
8
17 1615
14
19
G G
55
6 7
8
SD
SD
OD
OD
DF-1G
G
G 18
RHB-1
2-1/2" (900 CFH)
1-1/2" (300 CFH)
3" (1200 CFH)
1-1/4" (200 CFH)
1-1/4" (150 CFH)
1-1/2"(350 CFH)
1-1/4" (224 CFH)
2" (574 CFH)
1-1/4" (164 CFH)
1-1/4" (132 CFH)1-1/4" (120 CFH)
1-1/2" (252 CFH)
2" (416 CFH)
2-1/2"(990 CFH)
23
22
20
21
19
1-1/4" (199 CFH)
ICW
3" (1399 CFH)
4" (2389 CFH)
12
FD-1
FD-1
FS-1
FD-1
FD-1
FS-1
FD-1
FS-1
FS-1
FS-1
FD-1
FS-1
CO
24
CO
3/4" CD
24
24
3/4" CD 3/4" CD1" CD .
2%
.1%
.1%
.1%
.1%
.1% .
2%
4" W
4"
4"
1-1/4" CD
.2%
3" VTR
CW & HW UP OFFSETABOVE HIGH CEILING
3" VTR
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
ICW
TP
TP
HB-2
19
FS-1
3" VTR
1-1/2"
1"
28
28
28
28
2826
27
30
29
2"
1-1/2"
2428
3/4"
3/4"
2"
9P501
11
2 4
114
32
FC1
3132
3" VTR
13
S-3
S-6
S-5
S-4
26
34
34
34
SPILL INTO FS
SPILL INTO FS
SPILL INTO FS
SPILL INTO FS
25
27
SPILL INTO FS
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PA-410
MULTI-PURPOSEENLARGEDPLUMBINGPLANS
Project Number
VOPP
1/4" = 1'-0" 2MPR - BOY'S RESTROOM
KEY NOTES (STAFF'S RESTROOM):
9 2" CW & 3/4" HW DOWN IN WALL TO CW HEADER, RUN 3/4" CW & HW TO LAV, 1/2" CW TO TRAPPRIMER TO FLOOR DRAIN, 1-1/2" CW TO WC, AND 3/4" CW TO HOSE BIBB, PROVIDE SOV ANDACCESS PANEL.
10 2"CW DOWN IN WALL TO 2" CW HEADER, RUN 1-1/2" CW TO EACH WC, PROVIDE SOV ANDACCESS PANEL
11 1" CW & 1" HW DOWN IN WALL, RUN 3/4" CW & HW TO EACH FAUCET
1
4"SD & 4"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING5
4"SD DN IN WALL & OFFSET BELOW GRADE6
4"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR
7 4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
2
3"SD & 3"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING
3
3"SD DN IN WALL & OFFSET BELOW GRADE
4 3"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6" ABOVE FINISHED FLOOR
3" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
8
1/4" = 1'-0" 4MPR - KITCHEN AND FOOD SERVICE AREA
16 1-1/4" GAS CONNECT TO DOUBLE DECK OVEN WITH SOV
17 1-1/4" GAS CONNECT TO COMBI OVEN WITH SOV
18 1-1/4" GAS DOWN IN WALL TO SERVE WATER HEATER WITH SOV.
4" GAS UP IN WALL OFFSET ABOVE CEILING12
GAS SELENOID VALVE13
2" GAS DOWN IN WALL14
1-1/4" GAS CONNECT TO RANGE WITH SOV15
19 GAS LINE UP THROUGH ROOF TO AC UNIT, SEE SIZE ON PLAN
PLUMBING KITCHEN SCHEDULE
20 1" CW DOWN IN WALL CONNECT TO BFP
21 BFP, INSTALL 4'-6" ABOVE FINISHED FLOOR. DRAIN TO SERVICE SINK
22 1" ICW UP IN WALL OFFSET ABOVE CEILING
23 1" ICW UTR TO SERVE MAKE UP AIR UNIT
24 3/4" CONDENSATE DRAIN UTR
25 1-1/4" CONDENSATE DRAIN DOWN IN WALL AND SPILL INTO SERVICE SINK
26 3" VENT BELOW GRADE, FOR CONTINUATION SEE PA-111
27 3" VENT OFFSET ABOVE CEILING
28 2" VENT BELOW GRADE
29 3" PVC VENT UTR
30 3" PVC INTAKE AIR UTR
31 2" VENT OFFSET ABOVE CEILING
32 3/4" SECONDARY DRAIN, TERMINATE 1" BELOW CEILING WITH CHROME PLATED ESCUTCHEON(CUT PIPE FLUSH WITH SURFACE OF ESCUTCHEON)
3/8"RL & 5/8"RS(INSULATED) UP TO ROOF33
1/2" HW DOWN IN WALL AND OFFSET BELOW GRADE34
3/4" CW BELOW GRADE, FOR CONTINUATION SEE SITE PLAN35
2" VENT BELOW GRADE, FOR CONTINUATION SEE SITE PLAN36
3/4" CW DOWN IN WALL OFFSET BELOW GRADE37
WCWC
WCWC
WC
FD
WF FD
FS
FS
FD
HS
HS FS
FS
FD
RHB-1 TP
TP
DF-1WC
WC
FD
FD
TP
TP
WF
RHB-1
FSFD
FD
TP
FS
DISPOSER
3-COMP SINK
FD
FS
PREP SINK
ICW
SS
FD
HS
WCLAV
FD
RHB
RHB-1
RHB-1
RHB-1
RHB-1
HS
2-COMPSINK
PREP SINK
FS
MUA-3
3"CW (205) FOR CONTINUATIONSEE CIVIL DRAWING
SOV
3'CW(205)
3/4"CW(3)3/4"CW(3)
3/4"CW(6)
1"CW9)
1"CW(12)
2"CW(40)
RHB-1 2"CW(41)3/4"HW(1)
3/4"CW(3)
...
2"CW(41)3/4"HWR3/4"HW(1)
3/4"HW(1)
3/4"CW(2)3/4"HW(2)
1"HW(6)
1"HW(9)
3/4"CW(4)3/4"HW(4)
3/4"CW(4)3/4"HW(4)
3/4"CW(2)3/4"HW(2)
3/4"CW(4)3/4"HW(4)
2"CW(44)3/4"HWR
..
2"CW(44)
3/4"CW(2)3/4"HW(2) WH-2
1-1/2"CW(38)1-1/2"HW(38)
3/4"CW(2)3/4"HW(2)
3/4"CW(4)3/4"HW(4)
2"CW(56)1-1/2"HW(38)
. .
3/4"CW(2)3/4"HW(2)
2-1/2"CW(74)1-1/4"HW(21)
. .
..
...
. .
3"CW(205)1-1/4"HW(15)
3/4"CW(6)3/4"HW(6)
2-1/2"CW(134)1-1/4"HW(15)
FS
2-1/2"CW(125)
..
3/4"CW(6)3/4"HW(6)
1-1/2"HW(21)
1"CW(10)
1/2"HW
DF-2
RHB-2
WCWC
WCWC
WC
FD
WF FD
FS
FS
FD
HS
HSFS
FS
FD
WC
WC
FD
URUR
UR
WF
DF-1FS
HS
FD
FCO
FS
FS
HS
FSFD
FD
3-COMP SINK
DISPOSER
FS
FD
SS
FD
WC
LAVFD
WCO
FCO
FCO
FCO
FOR CONTINUATIONSEE CIVIL DRAWING
6"(189)
4"
3" (3)
FD, 2"(4)
4"(6), (TYP.)
3"(5), (TYP.)
2"(1)
4"(105)
4"(118)
4"(79)
4"(68)
4"(11)
FCO
FOX DRAIN
FOX DRAIN
4"(52)
4"(20)
4"
3"(12)
4"(32)4"(26)
4"(12)
WH
4"(6), (TYP.)
3" (3)
DF-2
AC-2 (150)
AC-3 (150)
AC-5 (150)
AC-4 (150)
AC-6 (224)
MUA-3 (200)
WH-2 (199)
RANGE (164)
AC-7 (250)
AC-8 (250)
AC-9 (250)
DOUBLE DECK OVEN (132)
COMBI OVEN (120)EARTHQUAKE SOV
GAS REGULATOR
1-1/4"
1-1/4"
1-1/2" (300) 1-1/2"
1-1/2"
1-1/4"
1-1/2"
2" (400)2" (560)
2-1/2" (900)
3" (1200)
3" (1399)
4" (2389) 1-1/4" (150)
1-1/4" (200)
1-1/2" (350)
1-1/4"
2-1/2" (990)
GAS SELENOID VALVE
1-1/4"
1-1/4"
1-1/2" (252)
1-1/4"
2" (416)
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PA-411
MPR - 3DPLUMBINGRISERDIAGRAMS
Project Number
VOPP
1MPR - 3D CW & HW RISER
2MPR - 3D WASTE & VENT RISER
3MPR - 3D GAS RISER
9WC-1L-2
FD-1
FD-2
L-2
FD-1 WC-2FD-2
2"CW
1"HW
4"W
SH-2
SH-2
FCO
3"ø
4"VTR
F
H
5
LAUNDRY214
FACULTYRESTROOM
210
FACULTYRESTROOM
219
55
6
8
7
SD
OD
FD-1
TPTP
TP
TP
9
18CO
CWA
3" STAND PIPE FOR CWA
GG
HH
II
JJ
5
5 6
6
BOYS LOCKERROOM
216
OFFICE218
SPORT EQUIP.STOR.
217
VESTIBULE215
VESTIBULE224
JANITOR223
BOYSRESTROOM
222
BOYS SHOWER221
ELECTRICAL220
FACULTYRESTROOM
219
LAUNDRY214
TYP.TYP.
UR-1
UR-1
UR-2
WC-1
FD-1
WC-2
WF-1
10
11
3
3
FCOFD-1
FD-1
FD-1
FD-1
FD-1
FD-1
FD-1
TW
SH-1(TYP.8)
SH-2
TP
TP
4" VTR
FD-2
FD-1
SS-1
DF-1
DF-1WCO
HB-2
CW DOWN IN FRONTOF WALL OUT TO HB
FD-1
TP
TP
TP
TP
TP
TP
13
134" VTR
TP
13
13
13
12
4" VTR
6"WASTE TERMINATE 5'-0"FROM EXTERIOR WALL, FORCONTINUATION SEE CIVILDRAWINGS
11
16
WH-1FCO
TP
1-1/4" (200 CFH)
16
1-1/2" (400 CFH)
2" (600 CFH)
1-1/4" (199 CFH)
2" (799 CFH)
1-1/4" CD
19
3/4" CD
18
183/4" CD
1" CD
3/4"CW UPOFFSET HIGHAS POSSIBLE
OD
SD
2
4
SDOD
2
4
ICW
ICW
24
ST1
4"
2223
25
4"
4"
4"
1-1/4"
26
1-1/2"
ICW
1-1/2"
TP
FS-117
113131
FC3
32 33
FD-1
FD-1
FD-1
TP
TP
12
DD
EE
FF
GG
5
5 6
6
GIRLS LOCKERROOM
207
SPORT EQUIP.STOR.
212
OFFICE211
FACULTYRESTROOM
210
LAUNDRY214
WATER HEATERRM209
GIRLS SHOWER208
GIRLSRESTROOM
206
VESTIBULE204
JANITOR205
VESTIBULE213
TYP.
TYP.
3"CW TERMINATE 5'-0" FROM EXTERIORWALL, FOR CONTINUATION SEE CIVILDRAWINGS
SOV IN YARD BOX
TP
TP
TP
TP
TP
TP
TPFCO
TP
SH-1(TYP.8)
SH-2
WH1
10
11
12
FD-2
WC-2
FD-1
WC-1
WC-1
WC-1
WC-1
WF-1
FD-1
DF-1
FD-1
FD-1
FD-1
FD-1
FD-1
FD-1
FD-1
DF-1
4" VTR
11
3" CW UP IN WALLOFFSET ABOVE CEILING
4" VTR
4" VTR
FD-1
HB-1
HB-2
16
G
GG
G
G
13
13
13
13
13
13
13
2" (799 CFH)
1-1/4" (150 CFH)
2-1/2" (949 CFH)
1-1/2" (400 CFH)
1-1/4" (200 CFH)
3" (1544 CFH)
3/4' CD
18
3/4" CD
1" CD
18
3/4" CD
3/4" CW UP OFFSETHIGH AS POSSIBLE
2
3
4
ODSD
SD
OD
7
2-1/2" (1149 CFH)
16
15
G
4"
24
ICW
TP
FS-1
26
28
25
14
18CO
18
CO
CO
29
30
SS-1
FD-1TP
TP
8P501
3131EARTHQUAKE SOV
16
35
36
37
FD-1
FD-1TP TP
20
12
1-1/2"
ST-1
11
11
6 8
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PB-410
GYMNASIUMENLARGEDPLUMBINGPLANS
Project Number
VOPP
1/4" = 1'-0" 3GYM - FACULTY RESTROOM
9 2"CW & 3/4"HW DOWN IN WALL TO CW HEADER. RUN 1-1/2"CW TO WC, 3/4"CW & HW TO LAV,3/4"CW & HW TO SHOWER, AND 1/2"CW WITH TRAP PRIMER TO FLOOR DRAINS. PROVIDE SOVAND ACCESS PANEL
10 2"CW DOWN IN WALL TO 2"CW HEADER, RUN 1-1/2" CW TO EACH WC, PROVIDE SOV ANDACCESS PANEL
11 3/4" CW & HW DOWN IN WALL, OFFSET INTO LOWER WALL & RUN 3/4" CW & HW TO EACH WASHFOUNTAIN FAUCET
12 1-1/4" TEMPERED WATER DOWN IN WALL, RUN 3/4" TW TO SERVE SHOWER (TYP.9)
KEY NOTES :
1/4" = 1'-0" 1GYM - MEN'S LOCKER ROOM 1/4" = 1'-0" 2GYM - WOMEN'S LOCKER ROOM
1 4"SD & 4"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING
2 4"SD DN IN WALL & OFFSET BELOW GRADE
3
4"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR4
4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
5 5"SD & 5"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING
6 5"SD DN IN WALL & OFFSET BELOW GRADE
7
5"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR8
5" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVILDRAWINGS.
13 2" VENT BELOW GRADE
14 1-1/4" MEDIUM PRESSURE GAS LINE, FOR CONTINUATION SEE SITE PLAN
15 3" GAS OFFSET ABOVE CEILING
16 GAS LINE UTR TO AC UNIT, SEE SIZE ON PLAN
17 1 1/2" GAS DOWN TO WATER HEATER W/SOV
18 3/4" CONDENSATE DRAIN UTR
19 1-1/4" CONDENSATE DRAIN DOWN IN WALL AND SPILL INTO SERVICE SINK
28 2-1/2" CW & HW DOWN TO WATER HEATER
20 GAS REGULATOR
21 4"SD DN IN WALL & OFFSET BELOW GRADE
22
BFP, DRAIN TO SERVICE SINK23
1" ICW DOWN TO BFP, DRAIN TO SERVICE SINK
24 1" ICW UTR
25 2' VENT DOWN IN WALL OFFSET MIN 6" ABOVE THE FLOOD LEVEL RIM OF THE WASH FOUNTAIN WF-1
26
3/4" HWR DOWN TO CICULATING PUMP27
TEMPERATURE MIXING VALVE WITH SOV. PROVIDE ACCESS PANEL
29
30
3" PVC VENT UTR
3" PVC AIR INTAKE UTR
31 3"SD & 3"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING
32 3/4" COND. DRAIN DN IN WALL & CONNECT TO TAILPIECE ADAPTOR
33 3/4" SECONDARY DRAIN, TERMINATE 1" BELOW CEILING WITH CHROME PLATED ESCUTCHEON(CUT PIPE FLUSH WITH SURFACE OF ESCUTCHEON)
34 NOT USE
35 3/4" CW DOWN IN SOFFIT, OFFSET BELOW GRADE.
36 2" VENT DOWN IN SOFFIT, OFFSET BELOW GRADE
37 3/4" CW, 3" WASTE, & 2" VENT BELOW GRADE, FOR CONTINUATION SEE SITE PLAN P-101
WCODF
FD
FD
FD
FD
FD
FDFCO
FD
FD
FD
FD
FD
FD FCO
FD
FDDF
FCO
FD
FD
WC, 4' (6)
LAV, 2"(1)
FD, 2" (4)
FCO
FD, 2" (4)LAV, 2"(1) FD, 2" (4)
WC, 4' (6)
CWA, 3" (3)
FDFD
DFSS
WCWC
WC
WC
FD, 2" (4)
FD
WC
WF
FD
FCO
FS
FDFD
WC
WC
FD
WH-1
URUR
UR
DF
FD
WF
SS
3"(1)
2"(4)
2"(4)2"(4)
2"(4)
2"(4)
2"(4) 2"(4)
2"(4)
2"(4)
2"(4)
3"(4)
2"(4)
2"(4)
3"(4)
3"(8)
3"(16)
3"(12)
2"(25)
2"(4)
6" WASTE, FORCONTINUATION SEECIVIL DRAWING
6"(218)
3"(20)
3"(12)
2"(4)
2"(4)
2"(4)4"(37)
4"(61)
2"(4)
3"(3)
2"(4)
2"(4)
2"(1)
3"(3)
4"(6), (TYP.)
2"(4)
4"(8)
4"(58)
4"(62)
4"(127)
4"(65)
4"(6), (TYP.)
3"(5), (TYP.)
2"(4)
2"(4)
3"(3)
3"(29)
2"(1)
TO DF-2
FD
FD
FD
FDFD
RHB
RHB
RHB
RHB
RHB
FD
FD
FD
FD
FD
FD
FDFD
FD
FD
FD
FD
FD
FD
FD
RHB
FD
FDFD LAV
CWA
WC
SH
SH
FD
WC
FD
LAV
DF-1
MUA-1
FD
ICWDF
BFP
WF
SS
FDSH
SH
SH
SH
SHSH
SHSH
SHFD
WC
WC
WH
HWR
WF
FD
SHSH
SHSH
SH
SHSH
SHSH
ICW
MUA-2
FD
DF-1
DF
FD
FD
WC
WCWC
WC
WCSS
3/4"CW (3)
3/4"CW(4)
1/2"CW(1)
3/4"CW(3)
3/4"CW(3)
3/4"CW(6)
1/2"CW(1)1"CW(7)
1"CW(11)
3/4"CW(6)3/4"HW(6)
3/4"CW(3)3/4"HW(3)
1-1/2"CW(36) TO TW1-1/2"HW(36) TO TW
1-1/2"CW(36) TO TW1-1/2"HW(36) TO TW
2"CW(115)
3/4"CW(3)3/4"HW(3)
3/4"CW(3)
3" CW (205)3" CW FORCONTINUATION SEECIVIL DRAWING
SOV IN YARD BOX
3/4"CW(3)
3/4"CW(6)3/4"HW(6)
2"CW(94)2"HW(59)
2"CW(49)1"HW(9)
1-1/2"CW(45)3/4"HW(5)
2"CW(104)
2"HW(104)
...
...
...
...
2"CW(70)1"CW(20)
1"CW(106)
3/4"HWR
2"HW(104)
DF-2
FD
FD
FD
FD
FD
FD
FD
MUA-1 (200 CFH)AC-10 (400 CFH)
AC-1 (150 CFH)
MUA-2 (200)AC-11 (400)
WH-1 (199)
1-1/4"
1-1/2"
2"(600)
1-1/4"
2-1/2" (499)1-1/4"
2-1/2" (1149)
3" (1549)
1-1/4"
1-1/4"
GAS REGULATOR
EARTHQUAKE SOV CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
PB-411
GYM - 3DPLUMBINGRISERDIAGRAMS
Project Number
VOPP
2GYM - 3D WASTE & VENT RISER
1GYM - 3D CW & HW RISER
3GYM - 3D GAS RISER
INSULATION
DETAIL SIMILAR FOR UNINSULATED PIPE.
CAULK (TYP)
¼" BEAD CP25
3M FIRE BARRIER
NOTES:
1.
PIPE
MINERAL WOOL
1" DEEP (TYP)
INSULATION MIN
PIPE SLEEVE
GROUT
1"
U.L. LISTED SYSTEM CAJ5001
FOR SIZE & CONT.
24 GA. GALV. STEEL
SEALED OFF FLANGE
SLEEVE THRU ROOF(TYPICAL)DECK
ROOFING
ROOF
LEAD COLLAR
FLASHING &COUNTER FLASHING(TYPICAL)
FLASHINGCOMPOUND
PIPE FLASHING
PIPE SEE PLANS
U.L. LISTED SYSTEM WL-5001
FOR UNINSULATED PIPE WRAP STRIP MAY BE ELIMINATED AND
OTHER U.L. LISTED SYSTEMS MAY BE USED, SUBMIT FOR REVIEW.
ANNULAR SPACE SHALL BE 0-3/16 INCH, WITH CAULK ONLY.
WRAP STRIP WITHFOIL FACE 2 IN. WIDEBIND W/ STEEL WIREOR ALUMINUM FOIL
OR EQUAL.TAPE 3M TYPE FS-195
ELASTOMERIC
2.
NOTES:
1.
3M FIRE BARRIERBEAD CP25CAULK (TYP)
PIPE
RATED WALL
INSULATION
3/4"+
SPACE SHALL BEANNULAR SPACE
¼" TO 3/8"
3" MIN.3" MIN.
6" MIN.
3'-0" MAX.6" MIN.
NOT PARALLELTO FOOTING
SECTIONALL PIPESLEEVES
LARGER2" MIN.
THAN PIPE
d + 1'-6"
STEP AS REQUIRED
FOR PIPES MORE THAN 3'-0"BELOW BOTTOM OF FOOTING
PLACE CONC. FILL
BEFORE POURINGAROUND SLEEVES
NOTE:
FOOTING
PIPE SLEEVE DIA.
UNDER EXISTING
2" CEM. DRYPACK
FOOTING
IF PLACED
TRENCH
SOIL
EXCAVATIONS
WELL DRAINED
COMPACTED FILL
MAY BE USED IN
SANDY OR GRAVELLY
OF INUNDATED SAND
NO PIPE TRENCH PARALLEL TOFOOTING BELOW THESE LINES
MUST BE APPROVED BYTHE STRUCTURAL ENGINEER
THE SLOPE OF THIS LINE
10'-0"
1'-6" MIN.
9"
3" MIN.THAN PIPELARGER2" MIN.SLEEVESALL PIPE
1"
2"
90% DENSITY
SPECIFICATONS
2"1"
BACKFILL AS PER
TRENCH EXCAVATION GROUND LINE
NO PIPESALLOWEDIN FOOTING
YARDBOXCLEANOUT IN
4"
4"
CONCRETE12" SQ.x6" DEEPCONCRETE PAD
4"4"
BLACKTOP
4"
4"
PAVING
CLEANOUT INYARDBOX
"I" BEAM CLAMP2' 6 1/2" FLANGES540# MAX
"I" OR "WF" BEAM CLAMP
2 3/8" - 7" FLANGES1365# MAX
CHANNEL CLAMP1740# MAX
CONCRETE INSERT
PIPE HANGER
FOR USE WITH THE FOLLOWINGTYPES OF HINGE ARRANGEMENTS
ADJUSTABLESWIVELCOUPLINGS<2300#
LINKED EYE RODS
SWIVEL HANGER PLANGE
ADJUSTABLESWIVELHANGARFLANGE
PIPE HANGARS FOR OTHER THANADJUSTABLE WROUGHT IRON
RINGCLEVIS RINGWOOD CEILINGS, BEAMS, OR JOISTS
FOR THREADED PIPE AS HANGAR ROD
FOR THREADED ROD
VERTICAL PIPE SUPPORTAT EACH FLOOR EXTENSIONCALMED WITH TEFLON OR
LEAD LINER WHEN USE COPPER PIPE.
WEDGE TYPE
CONCRETE INSERTS
4
CONC. FL.
SUBMERGED GALV.
PIPE
OSHPD PRE-APPROVAL NO. R.0010ALL PIPES AND DUCTS SHALL BE SUPPORTED AND BRACED PER "SMACNA" GUIDELINES
SUPPORT
33" A
PPR
OX.
28" A
PPR
OX.
24"A
PPR
OX.
21"A
PPR
OX.
23 1
/2" M
IN34
1/2
" MAX
30" A
PPR
OX.
OF CLEAN-OUT LINES IN FIGURES HR2, 2A, 2B, 2C & 3FOOTINGS MUST BE LOWERED TO SUIT THE INSTALLATIONNOTE:
OF CO. LINEALTERNATE POSITION & 4" CO ON OPPOSITE END.
COMING TOWARD OBSERVER4" COMB. FITTING W/ RUNALTERNATE POSITION OF
VEN
TC
.I.
C.I.
VEN
T
4"CO.
FIG. NO. 3
FIG. NO. 2C FIG. NO. 1
4"C
.I. C.I. VENT
FIG. NO. 2A
FIG. NO. 2B
FIG. NO. 2
4"CO.
C.I.
VEN
T
4"
4"
4"C
.I.
4"C
.I.
4"CO.
C.I.
VENT
C.I.VENT
4"
181_
2SQR.IN
191 _ 4"
181_
2SQR.IN
4"
81 _ 2"
DRIVE LINECONNECTION
THE FOX ENVIRONMENTALSYSTEMS DEMAND DIVERSIONSYSTEM SHALL BE INSTALLED INCOMPLIANCE WITH THE CITY OFREDONDO BEACH STANDARDSAND REQUIREMENTS.
THE MAXIMUM INLET PRESSURETO THE DEMAND VALVE IS 200PSI. THE MINIMUM INLETPRESSURE TO THE DEMANDVALVE SHALL BE SUCH THAT NOTLESS THAN 4 PSI SHALL BEDELIVERED TO THE DIVERTERVALVE.
THE MAXIMUM FLOW RATE OF THEHOSE BIBB AND ALL OTHERSOURCES DRAINING INTO THEBASIN SHALL BE NOT GREATERTHAN 210 GPM FOR THE MODELDD-400.
THE DIVERTER VALVE SHALL BEMARKED "EDS", "DEMANDDIVERSION SYSTEM", "MADE INAUSTRALIA". THE DEMAND VALVESHALL BE MARKED "FOXENVIRONMENTAL SYSTEM", AND"F.E.S.".
INSTALL DRVE LINE W/ 90 BENDTO ENABLE DISCONNECTION ATDEMAND VALVE.
FOX PRODUCTS ARE TO BEFURNISHED BY THE DISTRICT ANDINSTALLED BY CONTRACTOR.
1.
4.
3.
2.
TO SANITARYSEWER
SYSTEM
BRASS IDENTIFICATION TAGREQUIRED TO SAY "NONPOTABLE/INDUSTRIALWATER DO NOT DRINK"
FOX DEMANDVALVE
APPROVED SLEEVING MATERIAL3/8" ID COPPER TUBING
3/8" ID COMPRESSION FITTING
4" MIN.
CLEANOUT, TRAP &VENT AS REQUIRED BYCPC
TO SANITARYSEWER SYSTEM
1" RPBFP-1
DIVERTER VALVE
POLYETHYLENE CHAMBER
4" MIN. "RUNNING TRAP"W/ SINGLE VENT
NO-HUB COUPLING
FOX DEMAND DRIVENDIVERSION SYSTEM MODEL#DD-400 (FOXENVIRONMENTAL SYSTEMS)
STAINLESS STEEL GRATE ANDSOLID REMOVABLE BASKET
4" MIN.
TO STORMDRAIN SYSTEM
FOX DEMAND DRIVENDIVERSION SYSTEM MODEL#DD-400 (FOX ENVIRONMENTALSYSTEMS)
6.
5.
VENT CAP
1" CW
TOSTORMSYSTEM
OUTSIDE WALL
PLAN VIEWSIDE VIEWS
NOTES:
2
NON P OT AB LE /IND US TR IA L
WAT ERDO N OT DR IN K
4"
• LIQUID CAPACITY: 1,500 GALLONS.
• TANK DESIGNED FOR H-20 TRAFFIC WHEEL
LOAD WITH DRY SOIL CONDITIONS (WATER
TABLE BELOW TANK) EARTH COVER OVER
TANK NOT TO EXCEED 6 FT.
• SUITABLE NATIVE OR SUB-BASE SHALL BE
PREPARED TO HANDLE ANTICIPATED
LOADS. THE EXCAVATION SHALL BE
BEDDED WITH SUITABLE GRANULAR
MATERIAL AND SHALL BE COMPACTED TO
90% MAXIMUM DRY DENSITY, OR TO
REQUIREMENTS OF THE PROJECT
GEOTECHNICAL ENGINEER.
• FOR COMPLETE DESIGN AND PRODUCT
INFORMATION CONTACT JENSEN PRECAST.
GREASE INTERCEPTORJENSEN 1500 GALLON
WITH PIPE CONNECTORSJENSEN SAMPLE BOX
WITH GASKET (TWO STANDARD)24" CAST IRON FRAME & COVER
TOP VIEW(COVERS & RISERS REMOVED)
SIDE VIEW(CUTAWAY)
MODEL JP1500G
4"PVC INLET & OUTLETPIPE AND FITTINGSSTANDARD
INLET
INVERTOUTLET
INVERT
2432 RISER-3", 6" OR 12"
AS REQUIRED
TRAFFIC RATED ACCEPTED BY UPC R
(Z-LOK)
DETAILPIPE CONNECTOR
INSIDEOUTSIDE
BOX WEIGHT: 1250 LBS.BOX DESIGN LOAD: H-20 TRAFFIC
SAMPLE BOX MUST BE PLACED ONSUITABLE BASE OF COMPACTED SOILOR UNDISTURBED EARTH IN TRAFFICCONDITION. FOR COMPLETE DESIGNAND PRODUCT INFORMATION,CONTACT JENSEN PRECAST.
PIPE CONNECTORCAST INTEGRALLY
IN WALL. WILL ACCEPTPIPE O.D. (INCHES)
MIN.4.25 6.25
MAX.
SEE Z-LOK PIPE CONNECTOR PAGEFOR ADDITIONAL INFORMATION
WITH PIPE(AFTER INSTALLATION)
MODEL 2432-Z
VARIABLE
PIPE CONNECTORSEE DETAILBELOW
24"DIA.
2432-03 RISER-3"2432-06 RISER-6"2432-12 RISER-12"
(AT EXTRA COST)AS REQUIRED
(GASTIGHT)
24" CAST IRON FRAME& COVER WITH GASKET
SHOWN
32"
12" 17"
32"
DIA.
VARIABLE
VARIABLE36-1/2"
MINIMUM
COMPACTED FILLOR UNDISTURBEDEARTH
12" MIN.WHEN SUBJECT
TO TRAFFIC
5'-7"
4'-9"6'-0"
10'-8"
5'-0"
24"
ON WALL SECURE TO AT2"x4" REDWOOD BLOCK
WITH NAILS (TYP. FOR 2)LEAST THREE WOOD STUDS
G
(TYP. FOR 3)
3/4" X 4" LONG HILTI QW1K BOLT (TYP.)
EXIST. FLOOR SINK3/4" DRAIN SPILL TO
PROVIDE 2"x12 GAUGE GALV.
3/4" X 4" LONG HILTI QW1K BOLT (TYP.)
PRESSURE & TEMPERATURE
HEATER WITH \" NUT & BOLTWITH WASHER (TYP. 2 PLACES)
STEEL STRAP AROUND WATER
2"x2"x|" ANGLE IRON CLIP
DRAIN VALVE
D
RELIEF VALVE
3/4" PIPE DRAIN TOFLOOR SINK
PROVIDE SEISMICSUPPORT
THERMAL EXPANSION
ON WALL SECURE TO AT2"x4" REDWOOD BLOCK
WITH NAILS (TYP. FOR 2)LEAST THREE WOOD STUDS
TANK ABSORBER
(TYP. FOR 3)3/4" X 4" LONG HILTI QW1K BOLT (TYP.)
PROVIDE 2"x12 GAUGE GALV.
HEATER WITH \" NUT & BOLT
3/4" X 4" LONG HILTI QW1K BOLT (TYP.)
STEEL STRAP AROUND WATER
2"x2"x|" ANGLE IRON CLIP
ST1
1-1/4" GAS SUPPLY
2" COLD WATER SUPPLY
2" HOT WATER SUPPLY
3/4" HOT WATER RETURN
CLAMP-ON AQUASTAT FOR PUMP CONTROL
CP1
SHUT-OFF VALVE (TYP.)
CHECK VALVEUNION (TYP.)
3" PVC VENT UTR3" PVC INTAKE AIR UTR
WH1
VALVE PIPE TO FLOOR SINK
125 PSI. PRESSURE ANDTEMPERATURE RELIEF
HWS
ET1
CHECK VALVE
SOV
ON WALL SECURE TO AT2"x4" REDWOOD BLOCK
WITH NAILS (TYP. FOR 2)LEAST THREE WOOD STUDS
G
(TYP. FOR 3)
SERVICE SINK3/4" DRAIN SPILL TO
PROVIDE 2"x12 GAUGE GALV.
#10- 2" LONG WOOD SCREWS
PRESSURE & TEMPERATURE
HEATER WITH \" NUT & BOLTWITH WASHER (TYP. 2 PLACES)
STEEL STRAP AROUND WATER
2"x2"x|" ANGLE IRON CLIP
DRAIN VALVE
(TYP. FOR 4)
D
RELIEF VALVE
1-1/4" GAS SUPPLY
1-1/2" COLD WATER SUPPLY
1-1/2" HOT
3/4" HOT WATER RETURN
CLAMP-ON AQUASTAT FOR PUMP CONTROL
CP2
SHUT-OFF VALVE (TYP.)
CHECK VALVEUNION (TYP.)
3" PVC VENT UTR3" PVC INTAKE AIR UTR
WH2
WATER SUPPLY
ET1
THERMALEXPANSIONTANKABSORBERPROVIDESEISMICSUPPORT
3/4" X 4" LONG HILTI QW1KBOLT (TYP.)
CHECK VALVE
SOV
CREATIVE DESIGN
FAX: (818) 507-9879
GLENDALE, CA 91203TEL: (818) 507-7522
336 N. CENTRAL AVE. SUITE 10BCONSULTING ENGINEERS
VICTOR VALLEY UNIONHIGH SCHOOL DISTRICT
0 1" 2"
DIVISION OF THE STATE ARCHITECT
ACDATE
FLS SS
IDENTIFICATION STAMP
04-112177
KEY PLAN
DRAWN BY:
CSDA ARCHITECTS 2011
JOB NO.:
ORIGINAL SCALE
SHEET NUMBER:
COPYRIGHT:SHEET TITLE
CHK'D BY:
DESCRIPTION:MARK: DATE:
ARCHITECT STAMP
CONSULTANT
CONSULTANT STAMP
16350 MOJAVE DR,VICTORVILLE, CA 92392
SCHOOL DISTRICT:
SCHOOL ADDRESS:
15000 HOOK BLVD.VICTORVILLE, CA 92394
AUTHORITY APPROVAL
09/16/11 DD SUBMITTAL
CSDA Architects, Inc.4061 Glencoe Ave, Suite BMarina del Rey, CA 90292
[email protected]:310.821.9200F:310.821.9201
HOOK JR HIGH SCHOOLNEW FACILITIES
A
B
10/21/11 50% CD'S11/30/11 DSA SUBMITTAL05/04/12 DSA BACKCHECK
NOT FORCONTRUCTION USE
P-501
DETAILS
Project Number
VOPP
1P-501NOT TO SCALE
PIPE DETAIL AT FOOTING
2P-501NOT TO SCALE
TYP. EXTERIOR CLEAN OUT
3P-501NOT TO SCALE
PIPE HANGING COMPONENTS
4P-501NOT TO SCALE
PIPE THRU CONCRETE FLOOR OR WALL
5P-501NOT TO SCALE
PIPE THRU FIRE WALL
6P-501NOT TO SCALE
WATER CLOSET SOIL PIPE CONNECT.
7P-501NOT TO SCALE
PIPE THRU ROOF
9P-501NOT TO SCALE
WATER HEATER DETAIL (MPR)
8P-501NOT TO SCALE
WATER HEATER DETAIL (GYM)
10P-501NOT TO SCALE
FOX DRAIN DETAIL
11P-501NOT TO SCALE
GREASE INTERCEPTER DETAIL