22
Z 1 - 1 1000 ZONE AC NUMBER ZONE NUMBER ZONE CFM ABV ABOVE BEL BELOW BTU BRITISH THERMAL UNIT CAP CAPACITY CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CONC CONCRETE COND CONDENSATE CONN CONNECTION CONT CONTINUATION CR CEILING REGISTER D DRAIN DB DRY BULB DL DOOR LOUVER DN DOWN DTR DOWN TRHU ROOF EA EXHAUST AIR (E) EXISTING ENT ENTERING F.A. FACE AREA F FARENHEIT FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FLEX FLEXIBLE GALV GALVANIZED GA GAUGE HP HORSEPOWER IN INCH ISOL ISOLATOR LBS POUNDS LVG LEAVING EMS ENERGY MANAGEMENT SYSTEM M.A. MIXED AIR MAX MAXIMUM MBH 1000 BTU'S PER HOUR (N) NEW MIN MINIMUM MOD MODULATING DAMPER MVD MANUAL VOLUME DAMPER NTS NOT TO SCALE OPER. WT. OPERATING WEIGHT OPG OPENING OSA OUTSIDE AIR PD PRESSURE DROP PH PHASE PRESS PRESSURE POC POINT OF CONNECTION PSI POUNDS PER SQUARE INCH RA RETURN AIR RAR RETURN AIR REGISTER REQ'D REQUIRED RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE Ø ROUND DUCT SA SUPPLY AIR SP STATIC PRESSURE SF SQUARE FEET SWR SIDEWALL REGISTER SL SOUND LINED TEMP TEMPERATURE T'STAT THERMOSTAT TYP TYPICAL UTR UP THRU ROOF V VOLT VTR VENT THRU ROOF W/ WITH WB WET BULB W.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 R D 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 DAMPER M BYPASS DAMPER BD SOUND TRAP SOUND LINED (SL) DUCT W/ INTERNAL INSULATION. DUCT SIZES SHOWN ARE NET INSIDE DIMENSION SMOKE DETECTOR SD FLEXIBLE DUCT TO CEILING DIFFUSER OR REGISTER SINGLE LINE RIGID SHEET METAL DUCTWORK FURNISHED & INSTALLED BY MECHANICAL CONTRACTOR FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR FURNISHED & INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR FURNISHED BY ELECTRICAL CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR CLOSING COIL IN MAGNETIC STARTER SWITCH M E ME EM CC SW MECHANICAL LEGENDS & ABBREVIATIONS BD-1 1000 BYPASS DAMPER AC NUMBER DAMPER CFM CREATIVE DESIGN FAX: (818) 507-9879 GLENDALE, CA 91203 TEL: (818) 507-7522 336 N. CENTRAL AVE. SUITE 10B CONSULTING ENGINEERS VICTOR VALLEY UNION HIGH SCHOOL DISTRICT 0 1" 2" DIVISION OF THE STATE ARCHITECT AC DATE 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 B Marina del Rey, CA 90292 [email protected] T:310.821.9200 F:310.821.9201 HOOK JR HIGH SCHOOL NEW FACILITIES A B 10/21/11 50% CD'S 11/30/11 DSA SUBMITTAL 05/04/12 DSA BACKCHECK NOT FOR CONTRUCTION USE M-001 LEGENDS, NOTES, & SCHEDULES Project Number VO PP PACKAGED AIR CONDITIONING UNIT SCHEDULE MANUFACTURER UNIT MODEL CFM TOTAL SENSIBLE EWB TEMP. ºF ENT COND TEMP ºF COOLING CAP HEATING CAPACITY EER INPUT MBH OUT MBH ROWS EVAPORATOR COIL FPI FACE AREA ROWS FPI FACE AREA ESP IN (WG) CONDENSER COIL NO. SIZE RPM INDOOR FAN BHP NO. SIZE RPM OUTDOOR FAN BHP COMP NO.1 RLA ELECTRICAL COMP NO.2 RLA OFM (FLA) EACH IFM (FLA) EACH V PHASE HZ MCA MOCP FILTERS (INCHES) OPER. WEIGHT INCLUD. CURB (LBS.) ACCESSORIES INTEGRATED REMARKS ANCHORAGE 1 TIME GUARD II CONTROL CIRCUIT MEP COMPONENT ANCHORAGE NOTE: ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET 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 BE POSITIVELY STTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THE PROJECT INSPECTOR WILL VERIFY THAT THESE ITEMS HAVE BEEN POSITIVELY ATTACHED. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS 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 INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE 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 OSHPD PRE-APPROVALS WITH AN OPA #, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D. COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. SEER AC 1 AC 4 AC 5 AC 9 115 93 3 15 5.5 2 17 12.7 1 10X10 1,175 CARRIER 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 890 1.2 1 22"DIAM. 825 1/8 1 3 4 5 6 150 120 3 15 8.9 2 17 20.5 1 15X15 949 CARRIER 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 1,275 2.9 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 MANUFACTURER UNIT MODEL SERVICE ESP HP VOLT INPUT SUPPLY FAN & MOTOR PUMP MOTOR HP VOLT QTY. SIZE FILTERS OPER. WEIGHT INCLUD. CURB (LBS.) ANCHOR. DETAIL CFM REMARKS 120V-1PH 1 6" CELDEK 1,145 PROVIDE WITH BLOWER, FURNACE, EVAPORATIVE COOLER AND DOWN TURN SA PLENUM OUTPUT REZNOR RDH-200 GYM MEN'S, WOMEN'S LOCKER 2,800 1.2 2 460V-3PH 200 MBH 162 MBH 1/50 MUA 1 HEATING CAPACITY ACCESSORIES NOTES: SERVICE AREA GYM OFFICE MPR KITCHEN MPR STAGE 117 400 324 4 15 26 2 17 29.6 2 18X15 15X11 1,176 CARRIER 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 3,250 8.7 4 22"DIAM. 1,100 1/4 1 3 4 5 6 2 GYM 101 AC 7 250 205 4 15 22 2 17 21.4 2 15X15 863 CARRIER 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 1,500 3.3 3 22"DIAM. 1,100 1/4 1 3 4 5 6 2 MPR MAIN ROOM 125 AC 6 224 184 4 15 11.1 2 17 25.1 1 15X15 1,084 CARRIER 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 1,350 2.4 2 22"DIAM. 1,100 1/4 1 3 4 5 6 2 MPR SERVING ROOM 127 AC 11 AC 10 3.4 460 3 60 13.1 15 (4)16X20X2 (1)20X36X1 1,275 9.7 9.7 0.8 2.9 2 22"DIAM. 1,100 1/4 3 15 8.9 2 17 20.5 1 15X15 949 150 120 1.0 71.2 55.3 67º 105º - 12 AC 8 AC 2 AC 3 150 120 4 15 7.3 2 17 21.3 1 10X10 1,466 CARRIER 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 797 2.4 1 22"DIAM. 1,100 1/4 1 3 4 5 6 CARRIER 48HCFD07 2,400 MPR MUSIC/DRAMA MPR MUSIC/DRAMA 3.4 460 3 60 13.1 15 (4)16X20X2 (1)20X36X1 1,275 9.7 9.7 0.8 2.9 2 22"DIAM. 1,100 1/4 3 15 8.9 2 17 20.5 1 15X15 949 150 120 1.0 71.2 55.3 67º 105º - 12 SHEET INDEX LEGENDS, NOTES, AND SCHEDULES SHEET NUMBER M-001 SHEET TITLE MULTI-PURPOSE MECHANICAL FLOOR PLAN MA-111 MULTI-PURPOSE MECHANICAL ROOF PLAN MA-131 GYMNASIUM MECHANICAL FLOOR PLAN MB-111 GYMNASIUM MECHANICAL ROOF PLAN MB-131 DETAILS M-501 120V-1PH 1 6" CELDEK 1,145 PROVIDE WITH BLOWER, FURNACE, EVAPORATIVE COOLER AND DOWN TURN SA PLENUM REZNOR RDH-200 MPR KITCHEN 2,340 1.4 2 460V-3PH 200 MBH 162 MBH 1/50 MUA 3 EQUIPMENT SCHEDULE MITSUBISHI INDOOR WALL MOUNTED COOLING ONLY UNIT MODEL PKA-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. FC 1 CU 1 MITSUBISHI OUTDOOR UNIT MODEL PUY-A30NHA, 208V-1PH-60HZ, MCA = 25, MOCP = 40, OPERATING WEIGHT = 163 LBS. FOR ANCHORAGE DETAILS SEE MUA 2 AND EXHAUST FAN SCHEDULE SERVICE UNIT TYPE CFM FAN RPM HP (WATTS) VOLT PH WEIGHT (LBS) ANCHOR. DETAIL FAN WHEEL DIA. IN (MIN) REMARKS ESP IN (WG) HZ EF 1 - PROVIDE BACKDRAFT DAMPER GYM FACULTY RESTROOM 219 CEILING 200 0.25 1,500 192 120 1 60 16 MANUFACTURER AND MODEL LOREN COOK GC-190 MOTOR EF 2 - PROVIDE BACKDRAFT DAMPER GYM FACULTY RESTROOM 210 CEILING 200 0.25 1,500 192 120 1 60 16 LOREN COOK GC-190 EF 3 16.5" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB GYM MEN'S LOCKER ROOM 216 ROOF VENTILATOR 2,800 5/8 1,215 3/4 120 1 60 106 LOREN COOK 1656CB EF 4 16.5" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB GYM WOMEN'S LOCKER ROOM 207 ROOF VENTILATOR 2,800 5/8 1,215 3/4 120 1 60 106 LOREN COOK 1656CB EF 5 10" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB GYM MEN'S RESTROOM 222 ROOF VENTILATOR 600 0.5 1,600 1/6 120 1 60 45 LOREN COOK 100C2B EF 6 10" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB GYM WOMEN'S RESTROOM 206 ROOF VENTILATOR 600 0.5 1,600 1/6 120 1 60 45 LOREN COOK 100C2B EF 7 10" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB GYM MEN'S SHOWER 221 ROOF VENTILATOR 400 0.5 1,260 1/6 120 1 60 45 LOREN COOK 80C2B EF 8 10" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB GYM WOMEN'S SHOWER 208 ROOF VENTILATOR 400 0.5 1,260 1/6 120 1 60 45 LOREN COOK 80C2B EF 9 MPR STAFF RESTROOM 118 - PROVIDE BACKDRAFT DAMPER CEILING 200 0.25 1,500 192 120 1 60 16 LOREN COOK GC-190 EF 10 MPR JANITOR ROOM 121 - PROVIDE BACKDRAFT DAMPER CEILING 200 0.25 1,500 192 120 1 60 16 LOREN COOK GC-190 EF 11 MPR BOY'S RESTROOM 127 10" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB ROOF VENTILATOR 500 0.5 1,400 1/6 120 1 60 45 LOREN COOK 100C2B EF 12 MPR GIRL'S RESTROOM 128 10" PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB ROOF VENTILATOR 500 0.5 1,400 1/6 120 1 60 45 LOREN COOK 100C2B EF 13 MPR KITCHEN 114 18" PROVIDE BACKDRAFT DAMPER UPBLAST ROOF EXHAUST 2,540 1.5 1,435 1 460 3 60 136 LOREN 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 OPTIONAL CONDENSATION PUMP, REMOTE TEMPERATURE SENSOR AND REMOTE CONTROLLER. PROVIDE WITH CONDENSING PUMP. FC 2 CU 2 MITSUBISHI OUTDOOR UNIT MODEL PAY-A24NHA, 230V-1PH-60HZ, MCA=18, MOCP=30, OPERATING WEIGHT=163 LBS. FOR ANCHORAGE DETAILS SEE DETAILS M-502 1 M-501 2 M-501 3 M-501 3 M-501 3 M-501 3 M-501 4 M-501 1 M-502 2 M-505 11 M-504 11 M-504 11 M-504 11 M-504 11 M-504 11 M-504 11 M-504 11 M-504 4 M-502 4 M-502 3 M-502 2 M-502 DETAILS M-503 DETAILS M-504 DETAILS M-505 BUILDING SECTIONS M-301 2 1 3 4 5 6 2 1 3 4 5 6 2 1 3 4 5 6 2 EF 14 GYM LAUNDRY 214 PROVIDE BACKDRAFT DAMPER LOREN COOK GC-140 CEILING 100 1/8 1,200 70 120 1 60 15 - ENERGY COMPLIANCE FORMS M-506 ENERGY COMPLIANCE FORMS M-507 ENERGY COMPLIANCE FORMS M-508 MITSUBISHI INDOOR WALL MOUNTED COOLING ONLY UNIT MODEL PKA-A18HA, 390 CFM, COOLING CAPACITY 18MBH, 13.0 SEER, 208V-1PH-60HZ, MCA = 1, MOCP = 15, OPERATING WEIGHT = 35 LBS. BREAKER SIZE 15 AMP. PROVIDE WITH CONDENSING PUMP. FC 3 CU 3 MITSUBISHI OUTDOOR UNIT MODEL PUY-A18NHA, 208V-1PH-60HZ, MCA = 13, MOCP = 20, OPERATING WEIGHT = 97 LBS. FOR ANCHORAGE DETAILS SEE 4 M-502 7 THE AIR-MOVING EQUIPMENT IS SERVED BY A TOTAL COVERAGE SMOKE-DETECTION SYSTEM PER CMC SECTION 609.0 EXCEPTION 1 7 7 7 7 7 7 7 7 - - - - - 13 M-504 14 M-504 GV 1 LOREN COOK GRAVITY VENTILATOR MODEL PR EXHAUST SIZE 8, 500 CFM @ 0.15" S.P.. PROVIDE WITH MANUFACTURER ROOF CURB GV 2 LOREN COOK GRAVITY VENTILATOR MODEL PR INTAKE SIZE 8, 500 CFM @ 0.15" S.P.. PROVIDE WITH MANUFACTURER ROOF CURB

HOOKS

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Revit MEP work for Hooks JHS

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Page 1: HOOKS

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

Page 2: HOOKS

.

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

Page 3: HOOKS

.

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

Page 4: HOOKS

.

.

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

Page 5: HOOKS

.

.

.

.

.

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

Page 6: HOOKS

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

Page 7: HOOKS

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

Page 8: HOOKS

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

Page 9: HOOKS

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

Page 10: HOOKS

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)

Page 11: HOOKS

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

Page 12: HOOKS

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

Page 13: HOOKS

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

Page 14: HOOKS

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

Page 15: HOOKS

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

Page 16: HOOKS

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

Page 17: HOOKS

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

Page 18: HOOKS

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

Page 19: HOOKS

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

Page 20: HOOKS

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

Page 21: HOOKS

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

Page 22: HOOKS

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