HOOKS

EXHAUST FAN SCHEDULE MOTOR MANUFACTURER AND MODEL

TYPE

CFM

CEILING

ESP IN (WG)

FAN RPM

HP (WATTS)

VOLT

PH

HZ

WEIGHT (LBS)

192

120

1

60

16

ANCHOR. DETAIL

-

-

SHEET NUMBER REMARKS

PROVIDE BACKDRAFT DAMPER

M-001

SHEET TITLE

GYM FACULTY RESTROOM 219

LOREN COOK GC-190

EF 2

GYM FACULTY RESTROOM 210

LOREN COOK GC-190

CEILING

EF 3

GYM MEN'S LOCKER ROOM 216

LOREN COOK 1656CB

ROOF VENTILATOR

2,800

5/8

1,215

3/4

120

1

60

106

11 M-504

16.5"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

MB-111

GYMNASIUM MECHANICAL FLOOR PLAN

EF 4

GYM WOMEN'S LOCKER ROOM 207

LOREN COOK 1656CB

ROOF VENTILATOR

2,800

5/8

1,215

3/4

120

1

60

106

11 M-504

16.5"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

MB-131

GYMNASIUM MECHANICAL ROOF PLAN

EF 5

GYM MEN'S RESTROOM 222

LOREN COOK 100C2B

ROOF VENTILATOR

600

45

11 M-504

10"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

M-301

EF 6

GYM WOMEN'S RESTROOM 206

LOREN COOK 100C2B

ROOF VENTILATOR

600

0.5

1,600

1/6

120

1

60

45

11 M-504

10"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

M-501

DETAILS

EF 7

GYM MEN'S SHOWER 221

LOREN COOK 80C2B

ROOF VENTILATOR

400

0.5

1,260

1/6

120

1

60

45

11 M-504

10"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

M-502

DETAILS

EF 8

GYM WOMEN'S SHOWER 208

LOREN COOK 80C2B

ROOF VENTILATOR

400

45

11 M-504

10"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

M-503

EF 9

MPR STAFF RESTROOM 118

LOREN COOK GC-190

CEILING

200

0.25

1,500

192

120

1

60

16

-

-

PROVIDE BACKDRAFT DAMPER

M-504

DETAILS

EF 10

MPR JANITOR ROOM 121

LOREN COOK GC-190

CEILING

200

0.25

1,500

192

120

1

60

16

-

-

PROVIDE BACKDRAFT DAMPER

M-505

DETAILS

EF 11

MPR BOY'S RESTROOM 127

LOREN COOK 100C2B

ROOF VENTILATOR

500

0.5

1,400

1/6

120

1

60

45

11 M-504

10"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

EF 12

MPR GIRL'S RESTROOM 128

LOREN COOK 100C2B

ROOF VENTILATOR

500

0.5

1,400

1/6

120

1

60

45

11 M-504

10"

PROVIDE BACKDRAFT DAMPER AND MANUFACTURER ROOF CURB

EF 13

MPR KITCHEN 114

LOREN COOK

UPBLAST ROOF EXHAUST

2,540

1.5

1,435

1

460

3

60

136

2 M-505

18"

PROVIDE BACKDRAFT DAMPER

EF 14

GYM LAUNDRY 214

LOREN COOK GC-140

CEILING

100

1/8

1,200

70

120

1

60

15

-

-

PROVIDE BACKDRAFT DAMPER

0.25

1,500

ON-OFF SWITCH

T

THERMOSTAT

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

LEGENDS, NOTES, AND SCHEDULES

EF 1

200

S

MA-111

SECTION THRU RECTANGULAR SUPPLY DUCT

MULTI-PURPOSE MECHANICAL FLOOR PLAN

SECTION THRU RECTANGULAR RETURN DUCT 200

0.25

1,500

192

1

120

60

16

-

-

MA-131

PROVIDE BACKDRAFT DAMPER

MULTI-PURPOSE MECHANICAL ROOF PLAN SECTION THRU RECTANGULAR EXHAUST DUCT

0.5

0.5

1,600

1/6

1,260

1/6

1

120

1

120

60

60

CU 1

FC 2

CU 2

FC 3

CU 3

AUTOMACTIC FIRE DAMPER (AFD) MODULATING DAMPER (MOD)

DETAILS

M

M-506

COMBINATION FIRE/SMOKE DAMPER

SD SMOKE DETECTOR BD

BYPASS DAMPER

ENERGY COMPLIANCE FORMS SOUND TRAP

M-507

ENERGY COMPLIANCE FORMS

M-508

SOUND LINED (SL) DUCT W/ INTERNAL INSULATION. DUCT SIZES SHOWN ARE NET INSIDE DIMENSION

ENERGY COMPLIANCE FORMS

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. FLEXIBLE DUCT TO CEILING DIFFUSER OR REGISTER

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.

4 M-502

SINGLE LINE RIGID SHEET METAL DUCTWORK

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.

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.

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 14 LBS. BREAKER SIZE 15 AMP. PROVIDE WITH CONDENSING PUMP. M-504

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

E

FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR FURNISHED & INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR

EM

FURNISHED BY ELECTRICAL CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR

CC

CLOSING COIL IN MAGNETIC STARTER

SW

SWITCH

Z1-1 1000

MUA 1

AND

MANUFACTURER

MUA 2

MODEL

REZNOR

MUA 3

GYM MEN'S, WOMEN'S LOCKER

REZNOR

MPR KITCHEN

RDH-200

CFM

ESP

HP

VOLT

INPUT

OUTPUT

HP

VOLT

QTY.

SIZE

2,800

1.2

2

460V-3PH

200 MBH

162 MBH

1/50

120V-1PH

1

6" CELDEK

1,145

1.4

2

460V-3PH

200 MBH

162 MBH

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

CONSULTANT STAMP

NOT FOR CONTRUCTION USE

FLS

SS

AC NUMBER ZONE NUMBER ZONE CFM

AC NUMBER BD-1 1000

DAMPER CFM

SCHOOL DISTRICT:

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT 16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

HOOK JR HIGH SCHOOL NEW FACILITIES

OPER. WEIGHT INCLUD. CURB (LBS.)

2,340

CREATIVE DESIGN

AC DATE

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.

PUMP MOTOR

FILTERS

SERVICE

RDH-200

CONSULTANT

04-112177

MAKE-UP AIR UNIT UNIT

ARCHITECT STAMP

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

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.

HEATING CAPACITY

design@csdarchitects.com T:310.821.9200 F:310.821.9201

AUTHORITY APPROVAL

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

SUPPLY FAN & MOTOR

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

BYPASS DAMPER

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 705 SECTION 13.6.8, 13.6.7, 13.6.6, AND 2010 CBC, SECTIONS 1615A.1.20, 1615A.1.21 AND 1615A.1.22.

GV 1

FURNISHED & INSTALLED BY MECHANICAL CONTRACTOR

ZONE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

4 M-502

M

ME

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.

4 M-502

MITSUBISHI OUTDOOR UNIT MODEL PUY-A18NHA, 208V-1PH-60HZ, MCA = 13, MOCP = 20, OPERATING WEIGHT = 97 LBS. FOR ANCHORAGE DETAILS SEE

BUILDING SECTIONS

STATIC PRESSURE DAMPER

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. MITSUBISHI OUTDOOR UNIT MODEL PAY-A24NHA, 230V-1PH-60HZ, MCA=18, MOCP=30, OPERATING WEIGHT=163 LBS. FOR ANCHORAGE DETAILS SEE

DUCT DROP IN DIRECTION OF FLOW

BACKDRAFT DAMPER (BDD)

MITSUBISHI INDOOR WALL MOUNTED COOLING ONLY UNIT MODEL PKA-A30KA, 530 CFM, COOLING CAPACITY 30MBH, 13.0 SEER, 208V1PH-60HZ, MCA = 1, MOCP = 15, OPERATING WEIGHT = 53 LBS. 13 BREAKER SIZE 30 AMP. PROVIDE WITH CONDENSING PUMP. M-504 MITSUBISHI OUTDOOR UNIT MODEL PUY-A30NHA, 208V-1PH-60HZ, MCA = 25, MOCP = 40, OPERATING WEIGHT = 163 LBS. FOR ANCHORAGE DETAILS SEE

DUCT RISE IN DIRECTION OF FLOW

MANUAL VOLUME DAMPER (MVD)

EQUIPMENT SCHEDULE FC 1

FLEXIBLE CONNECTION R

SERVICE

FAN WHEEL DIA. IN (MIN)

D

UNIT

MECHANICAL LEGENDS & ABBREVIATIONS

SHEET INDEX

1/50

120V-1PH

1

6" CELDEK

1,145

15000 HOOK BLVD. VICTORVILLE, CA 92394

ANCHOR. DETAIL

REMARKS

2 M-502

PROVIDE WITH BLOWER, FURNACE, EVAPORATIVE COOLER AND DOWN TURN SA PLENUM

3 M-502

PROVIDE WITH BLOWER, FURNACE, EVAPORATIVE COOLER AND DOWN TURN SA PLENUM

KEY PLAN

B A

PACKAGED AIR CONDITIONING UNIT SCHEDULE COOLING CAP UNIT

MANUFACTURER

CFM

TOTAL

SENSIBLE

EWB TEMP. ºF

ESP IN (WG)

ENT COND TEMP ºF

SEER

OUTDOOR FAN

EER INPUT MBH OUT MBH

ROWS

FPI

FACE AREA

ROWS

FPI

FACE AREA

NO.

SIZE

RPM

BHP

NO.

SIZE

RPM

BHP

COMP NO.1 RLA

COMP NO.2 RLA

OFM (FLA) IFM (FLA) EACH EACH

V

PHASE

HZ

MCA

MOCP

FILTERS (INCHES)

OPER. WEIGHT INCLUD. CURB (LBS.)

ACCESSORIES INTEGRATED

GYM OFFICE

48HCFA04

1,200

0.8

35.2

27.5

67º

105º

15

12.5

115

93

3

15

5.5

2

17

12.7

1

10X10

1,175

1.2

1

22"DIAM.

825

1/8

5.8

-

0.5

2.1

460

3

60

13.1

15

(2)16X25X2 (1)20X24X1

890

1

3

4

5

6

AC 2

CARRIER

MPR MUSIC/DRAMA

48HCFA06

2,000

1.0

57.5

40.25

67º

105º

15.6

13

150

120

4

15

7.3

2

17

21.3

1

10X10

1,466

2.4

1

22"DIAM.

1,100

1/4

7.0

7.0

0.9

3.4

460

3

60

13.1

15

(4)16X16X2 (1)20X24X1

797

1

2

3

4

5

AC 3

CARRIER

MPR MUSIC/DRAMA

48HCFD07

2,400

1.0

71.2

55.3

67º

105º

-

12

150

120

3

15

8.9

2

17

20.5

1

15X15

949

3.4

460

3

60

13.1

15

(4)16X20X2 (1)20X36X1

1,275

1

2

3

4

AC 4

CARRIER

MPR KITCHEN

48HCFA07

2,400

1.0

71.2

55.3

67º

105º

-

12

150

120

3

15

8.9

2

17

20.5

1

15X15

949

3.4

460

3

60

13.1

15

(4)16X20X2 (1)20X36X1

1,275

1

2

3

AC 5

CARRIER

MPR STAGE 117

48HCFD07

2,400

1.0

71.2

55.3

67º

105º

-

12

150

120

3

15

8.9

2

17

20.5

1

15X15

949

3.4

460

3

60

13.1

15

(4)16X20X2 (1)20X36X1

1,275

1

2

3

CARRIER

MPR SERVING ROOM 127

48HCFD08

3,000

1.0

88.2

70.1

67º

105º

-

12

224

184

4

15

11.1

2

17

25.1

1

15X15

1,084

2.4

2

22"DIAM.

1,100

1/4

6.1

6.1

0.8

2.6

460

3

60

21.1

25

(4)20X20X2 (1)20X24X1

1,350

1

2

3

4

5

CARRIER

MPR MAIN ROOM 125

48HCFD12

4,000

1.4

111.9

86.9

67º

105º

-

11.5

250

205

4

15

22

2

17

21.4

2

15X15

863

3.3

3

22"DIAM.

1,100

1/4

7.7

7.7

3.1

4.4

460

3

60

27.8

35

(6)20X25X2 (4)16X25X1

1,500

1

2

3

4

CARRIER

GYM 101

48HCFD24

8,000

1.6

237.1

182.2

67º

105º

-

12

400

324

4

15

26

2

17

29.6

2

18X15 15X11

1,176

8.7

4

22"DIAM.

1,100

1/4

18.6

14.7

0.9

6.4

460

3

60

53.8

60

(9)16X25X2 (4)16X25X1

3,250

1

2

3

4

AC 9 AC 11

2.9

2.9

2.9

2

2

2

22"DIAM.

22"DIAM.

1,100

1,100

22"DIAM.

1,100

TIME GUARD II CONTROL CIRCUIT

1/4

1/4

1/4

9.7

9.7

9.7

9.7

9.7

9.7

0.8

0.8

0.8

REMARKS

ANCHORAGE

7

1 M-501

6

7

2 M-501

5

6

7

3 M-501

4

5

6

7

3 M-501

4

5

6

7

3 M-501

6

7

3 M-501

5

6

7

4 M-501

5

6

7

1 M-502

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

LEGENDS, NOTES, & SCHEDULES ORIGINAL SCALE

ACCESSORIES NOTES: 1

ELECTRICAL

CARRIER

AC 8 AC 10

MODEL

INDOOR FAN

CONDENSER COIL

EVAPORATOR COIL

AC 1

AC 6 AC 7

SERVICE AREA

HEATING CAPACITY

0

2

100% DRY-BULB TYPE ECONOMIZER

3

100% BAROMETRIC RELIEF

4

MODULATING POWER EXHAUST

5

CO2 SENSOR

6

POWERED CONVENIENCE OUTLET

7

THE AIR-MOVING EQUIPMENT IS SERVED BY A TOTAL COVERAGE SMOKE-DETECTION SYSTEM PER CMC SECTION 609.0 EXCEPTION 1

1"

Project Number JOB NO.: SHEET NUMBER:

M-001

2"

1

3

2

KEY NOTES:

4

1 M-310

LIGHT CONTROL 105

10X10 CD-4W 200 CFM

C

7"ø 9"ø

STORAGE 109 14"ø

M

10

T (AC-3)

DN

20X20CR 1000 CFM (TYP.2)

STAGE STAIR 2

10X10CR 170 CFM 8"ø M

16X16CD-4W 650 CFM (TYP.6)

M

10

8X8 CR 100 CFM

18X18CR 1000 CFM

22"x12" 12"ø

DN

24"x10"

28"x14"

TYP.

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

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

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292 design@csdarchitects.com T:310.821.9200 F:310.821.9201

2 M505 1 M505

18"x8"

18"x8"

18"x8"

26"x14" 14"x12"

TYP

16"x10" 16"x10" STAGE 103

12"ø

DN

14X5 SA DUCT DOWN IN WALL OFFSET ABOVE CEILING

16X16CD-4W 630 CFM (TYP.6) 18"x8"

28"x14"

18"x8"

26"x10" 14"ø

OPERABLE PARTITION POCKET 107C

24"x10"

14"ø

M-310

24"x14"

30"x12"

5

MUSIC DRAMA 2 107

32X10SWR 800 CFM

12"ø

12"ø

12

18"x8"

24"x14"

10

8X8 CD-3W 120 CFM

TYP.

6

36"x12"

12"ø

7 8

2

9 KITCHEN 114

14"ø

10"ø

8"ø

. 13 M504

FC 1

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

28"x12"

HOOK JR HIGH SCHOOL NEW FACILITIES

9"ø

SERVING ROOM 112

12X12 CD-4W 375 CFM (TYP.4)

11

12"ø

12"ø

15000 HOOK BLVD. VICTORVILLE, CA 92394

10X10CD-3W 240 CFM

KEY PLAN

9"ø

14"x12" 14" ø

10

M

12"ø

10X10 CER 250 CFM

T (AC-4) 16X16 CR 700 CFM (TYP.2)

8"ø

8"ø

DRY STORAGE 8"ø 10 117

8X8 CR 160 CFM WALK-IN REF 116

WALK-IN FREEZER 115

A

16"x12"

12"ø

12"ø

8X8 CD-4W 160 CFM EF 9

A ELECTRICAL ROOM 121

28"x12"

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

10X10 CER 250 CFM

28"x14"

10"ø

M

13

14

14X14 CD-4W 460 CFM (TYP.6)

SCHOOL DISTRICT:

24"x12"

12"ø

10"ø

8X8 CR 120 CFM

T (FC-1)

12"ø

10"ø

8"ø

10"ø STAFF LOCKERS 119

24"x12"

9"ø

10X10 CR 210 CFM

8X8 CD-2W 120 CFM

GIRLS RESTROOM 111

TYP.

10"ø

SERVICE YARD 124

20X20CR 1200 CFM (TYP.2)

24"x12"

SS

B

3

7

12"ø

OFFICE 120

10X10 CD-3W 240 CFM

28"x14"

FLS

10"ø

M

10"ø

AC DATE

T (AC-6)

30"x12"

8"ø JANITOR 113 (MUA-3) T EF 16"x14" 10

13

CART CHARGING 122

TYP.

14" ø 24"x12"

M 8X8 CD-4W 10 CFM TABLE STORAGE 102 10"ø 8"ø 18"x14" 10

04-112177

20X20CR 1000 CFM (TYP.2)

8X8 CR 140 CFM 8"ø

CART STORAGE 123

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

BOYS RESTROOM 110

STAIR 1

.

.

AUTHORITY APPROVAL

24"x10"

T (AC-9)

TRASH ENCLOSURE 125

28"x16"

24"x10" STAGE

B

.

18"x8"

22"x10"

18"x8" 18"x8"

FC 2

AV ROOM 104

10X10 CER 250 CFM

18"x8"

36"x16"

T (FC-2)

14X14CD-4W 500 CFM (TYP.4)

NOT FOR CONTRUCTION USE

TYP

DN

T (AC-5)

CONSULTANT STAMP

10X10 CER 250 CFM

9"ø

28"x14"

18X18CR 1000 CFM

16"x14"

9"ø

18"x8"

18"x8"

1

24"x14"

12"ø

11

16X16CD-4W 650 CFM (TYP.6)

20"x10"

12"ø

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

(AC-8) T

24"x10"

1

16"x10"

CREATIVE DESIGN

18"x8"

4 26"x14"

2

12"ø

ALIGN

18"x8"

10x10 CD-3W 240 CFM

14"x5"

MULTI-PURPOSE ROOM 20X20CR 100 1000 CFM 28"x16" (TYP.2)

20"x10"

32X10SWR 800 CFM 18X18 CR 800 CFM (TYP.2)

CONSULTANT

24"x10"

22"x10"

.

3

1 MUSIC DRAMA 1 106 12"ø

T (AC-2)

28X14 SA(SL) & 36X12 RA(SL) TRANSITION AS REQUIRED UTR TO AC UNIT

36"x14"

32X10SWR 800 CFM

4

2

18"x8"

22"x10"

16"ø

12"ø

DN

18"x8"

14"ø 30"x12"

32X16 SA(SL) & 22X16 RA(SL) TRANSITION AS REQUIRED UTR TO AC UNIT

ARCHITECT STAMP

18"x8"

24"x10" 9"ø

14X14CD-4W 440 CFM (TYP.5)

C

T (AC-7)

M

10

14"ø

18X18CR 880 CFM (TYP.2)

8X8 CD-4W 100 CFM

10

OFFICE 108 8"ø

12"ø

WHEELCHAIR ALCOVE 101

1

8X8 CD-2W 120 CFM

A

STAFF TOILET 118

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

1

2

3

MULTI-PURPOSE MECHANICAL FLOOR PLAN

4

MULTI-PURPOSE MECHANICAL FLOOR PLAN 1/8" = 1'-0"

1 ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

MA-111

2"

KEY NOTES:

1

3

2

C

1

6" Ø EXHAUST DUCT DTR

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

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292 design@csdarchitects.com T:310.821.9200 F:310.821.9201

4

C

1 M-310

ARCHITECT STAMP

AC 3

3 M501

(6 TONS) .

4 AC M501 7 (10 TONS)

CONSULTANT

3 M501

AC 5

EF 11

CREATIVE DESIGN

11 M504

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

(6 TONS) 4 M501

AC 8 . AC 2 .

2 M501

CONSULTANT STAMP

(10 TONS)

2

NOT FOR CONTRUCTION USE

M-310

(5 TONS) AC 9

4 M501

(10 TONS)

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

04-112177 CU 2

4 M502

AC DATE

2

B

FLS

SS

B 3 MUA M502 3 .

(6 TONS) EF 13

1 .

2 M505

AC 4

3 M501

SCHOOL DISTRICT:

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

AC 3 M501 6 (7.5 TONS)

.

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

EF 12

HOOK JR HIGH SCHOOL NEW FACILITIES

11 M504

15000 HOOK BLVD. VICTORVILLE, CA 92394

KEY PLAN

A 3 4 CU 1 M502 .

1

A

A

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

1

2

3

MULTI-PURPOSE MECHANICAL ROOF PLAN

4

MULTI-PURPOSE MECHANICAL ROOF PLAN 1/8" = 1'-0"

1 ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

MA-131

2"

KEY NOTES:

5

K 4

5

M-310

M-310

8X8 CD 80 CFM

10"x4"

SPORT EQUIP. STOR. 217

14

M

8X8 CER 80 CFM 10"ø

16"x14" 28"x14"

M 12"x6"

BOYS LOCKER ROOM 216 18x18 CER 16"x14" 900 CFM 10"ø

14"x8"

14"ø

6

LAUNDRY 214

8X8CD 80 CFM

G

8X8 CD 100 CFM

6"ø

FACULTY RESTROOM 210

.

8

30X28 (SL)SA DUCT FROM ROOF THROUGH WALL INTO RA PLENUM, FOR CONTINUATION SEE ROOF PLAN

9

TITUS MLR-39 TYPE 1A SLOT RETURN GRILLE RG-1, 1" SLOT, 8 SLOTS, 15" X 16'-0", SOFFIT MOUNTED

10

4"Ø DRYER VENT THROUGH WALL WITH WALL CAP

11

COMBINATION FIRE SMOKE DAMPER

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 GRAVITY VENTILATOR

1 M505

ARCHITECT STAMP

CONSULTANT STAMP

6

I NOT FOR CONTRUCTION USE

9

AUTHORITY APPROVAL 28"x18"

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

22"ø

6

20"ø

6

04-112177

16"ø 6

6

H

GYMNASIUM 200

ELECTRICAL T (FC-3) 220 2 14 M504

16x16 CER 500 CFM

FC 3

AC DATE

FLS

SS

9

12 .

.

EF 14

30X28 (SL)RA DUCT FROM ROOF THROUGH WALL INTO RA PLENUM, FOR CONTINUATION SEE ROOF PLAN

10"ø 18"x6"

13

7

8

10"ø

16"x8"

6"ø

16"Ø NECK SIZE CD, 1000 CFM

16"ø

20"ø

22"ø

14X14CER 400 CFM

10"ø

14"x8"

6

BOYS SHOWER 221

13 .

6

6

28"x18"

7

VENDING MACH. 10X10CER ALCOVE 250 CFM

M-310

EF 1

28"x18"

28"x18"

18x18 CER 900 CFM

6"ø

6

design@csdarchitects.com T:310.821.9200 F:310.821.9201

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

(TYP.2)

14"x8"

FACULTY RESTROOM 219

18X12 SA(SL) & 20X10 RA(SL) TRANSITION AS REQUIRED, UTR TO AC UNIT

CREATIVE DESIGN

12"x10"

9"ø

4

12X12CR 380 CFM

H

10"ø

1

OFFICE 218

5

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

JANITOR 223

BOYS RESTROOM 222

10"x4"

10X10CD-4W 220 CFM 10"x4"

24X18 EXHAUST DUCT, TRANSITION AS REQUIRED UTR TO EXHAUST FAN

3

11

14"x6"

8X8CER 100 CFM 8"ø

8"x8"

11

10X10CD-4W 220 CFM

4

SIM.

6"ø

10" ø 12"ø

T (MUA-2)

M

12X12 EXHAUST DUCT, TRANSITION AS REQUIRED UTR TO EXHAUST FAN

CONSULTANT

10"ø

I

3

14

8X8 CD 80 CFM

10"x4"

10"x4" 8X8CER 80 CFM

10"Ø EXHAUST DUCT, TRANSITION AS REQUIRED UTR TO EXHAUST FAN

T (AC-10)

12X12CD-3W 400 CFM (TYP.7)

M

8X8CD 80 CFM

2

J

18"x6"

10"x4" 11

STORAGE 201

28X14 MAKE UP AIR DUCT TRANSITION AS REQUIRED UTR TO MAKE UP AIR UNIT

VESTIBULE 224

16x16CER 500 CFM

VESTIBULE 215 11

8X8 CER 80 CFM

G

.

14"x8"

10

5

20"x10"

18"x12"

8X8CD 80 CFM .

6"ø 14"x8"

6"ø

10"x4"

12"x6" OFFICE 211 12"x6"

10X10CD-4W 220 CFM

10"ø

1

28"x14"

14"x6"

10"ø GIRLS LOCKER 26"x14" ROOM 207 10"ø 24"x10" 22"x14"

M

10"x4" SPORT EQUIP. STOR. 212

11

M

8X8 CER 80 CFM

M VESTIBULE 213

6

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

16"ø

20"ø

22"ø

18"x6"

28"x18"

HOOK JR HIGH SCHOOL NEW FACILITIES 15000 HOOK BLVD. VICTORVILLE, CA 92394

9"ø 28"x18"

GIRLS RESTROOM 206

28"x18"

16"ø

20"ø

22"ø

KEY PLAN

16X16 CER 500 CFM

6

6

6

E

6

10"ø

10X10CER 12"x10" 250 CFM (TYP.2) 3 JANITOR 205 8"ø

6"ø

8X8CER 100 CFM

8X8 CD 80 CFM

T (AC-11)

8X8 CD 80 CFM

D

B

8X8 CER 80 CFM

10"ø 12X12CD-3W 400 CFM (TYP.7)

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

F

6

.

8"x8"

11

6

16"x14"

T (MUA-1)

10"x4"

28"x18"

14"ø 11

8X8CD 80 CFM 10"x4"

VENDING MACH. ALCOVE

10"ø

11

10"x4"

6

8

4

16X16 CER 900 CFM

SCHOOL DISTRICT:

9

2

14X14CER 400 CFM GIRLS SHOWER 208 7

18"x14"

M

10"x4"

10"ø

24"x10"

24"x10"

8X8CER 80 CFM

WATER HEATER RM 209

DL

16X16 CER 900 CFM 14"x8"

10X10CD-4W 220 CFM

18"x6"

EF 2

(AC-1) T

12X12CR 380 CFM

E

K

DF ALCOVE 202

J

F

7

6

1

D VESTIBULE 204 3 DF ALCOVE 203

5

M-310

6

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

7

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

GYMNASIUM MECHANICAL FLOOR PLAN ORIGINAL SCALE 0

GYMNASIUM MECHANICAL FLOOR PLAN 1/8" = 1'-0"

1

1"

Project Number JOB NO.: SHEET NUMBER:

MB-111

2"

KEY NOTES: 1

6" Ø EXHAUST DUCT DTR

2

REFRIGERATION 3/8" SUCTION & 5/8" LIQUID LINES, BOTH INSULATED, DTR TO FC-3

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292 design@csdarchitects.com T:310.821.9200 F:310.821.9201

5

7

6

ARCHITECT STAMP

K 4

5

M-310

M-310

GV 1

TYP.

RIDGE

K GV 2

J

J 21' - 10"

11 M504

CONSULTANT

EF 5

CREATIVE DESIGN

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

.

2 MUA M502 1

CONSULTANT STAMP

RIDGE

I

I

1 M504

RIDGE

NOT FOR CONTRUCTION USE

RIDGE

11 M504

EF 3

.

. 1 M502

.

AC 10

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

.

6

1

RIDGE

.

DUCT SUPPORT ON ROOF (TYP.)

M-310

5 M504

04-112177

H

H

21' - 10" 11 M504

1

AC DATE

FLS

SS

EF 7

10' - 6" 2

G

.

1 TYP. M501

AC 1

F

EF 8

ROOF PLAN OF CANOPY BELOW

TYP.

2 MUA M502 2

1 1 M502 EF 4

AC 11

SCHOOL DISTRICT:

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

F

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

1 M504

30"x28"

11 M504

RIDGE

RIDGE

HOOK JR HIGH SCHOOL NEW FACILITIES

RIDGE

11 M504

G

4 M502

CU 3

15000 HOOK BLVD. VICTORVILLE, CA 92394

.

KEY PLAN

5 DUCT SUPPORT ON ROOF (TYP.) M504 30"x28"

E 11 M504

E

EF 6

28' - 4 1/2"

.

D

B

D

12' - 10" TYP. 3 M-310

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: VO PP

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

5

6

GYMNASIUM MECHANICAL ROOF PLAN

7

ORIGINAL SCALE 0

GYMNASIUM MECHANICAL ROOF PLAN 1/8" = 1'-0"

1

1"

Project Number JOB NO.: SHEET NUMBER:

MB-131

2"

D C

E

F

G

H

I

J

B 18"x28"

18"x28"

30"x28"

18"x28"

30"x28"

design@csdarchitects.com T:310.821.9200 F:310.821.9201

AC 5

32X10SWR 800 CFM (TYP.3)

10"x16"

10"x26"

14"x26"

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

18"x28"

30"X28" SA DUCT THROUGH WALL, AND UP IN RA PLENUM

14"x26" 10"x16"

30"X28" RA DUCT THROUGH WALL, AND ENDS IN RA PLENUM

30"X28" SA DUCT THROUGH WALL, AND UP IN RA PLENUM

30"X28" RA DUCT THROUGH WALL, AND ENDS IN RA PLENUM

TITUS MLR-39 TYPE 1A SLOT RETURN GRILLE RG-1, 1" SLOT, 8 SLOTS, 15" X 16'-0", SOFFIT MOUNTED (TYP. 3)

ARCHITECT STAMP

MPR STAGE LONG SECTION 1/8" = 1'-0"

GYM RA PLENUM SECTION

1

2

1/8" = 1'-0"

3

3 J

I

H

G

F

E

D CONSULTANT

AC 5

AC 8 14"x36"

26"x14"

CREATIVE DESIGN

AC 1

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

28"x16" 6"x14"

12"x30" 10"x24"

12"x18"

8"x14"

8"x14"

4"x10"

4"x10" 10"x16" 32X10SWR 800 CFM

20X20CR 1000 CFM

36"x14"

10"x24"

20X20CR 1000 CFM 8X8CD 80 CFM

CONSULTANT STAMP

6"x14"

8"x16"

10X10CD-4W 220 CFM

12"x6"

12"x18"

12"x6"

12"x6"

6"ø

12"x6"

6"ø 10X10CD-4W 220 CFM

8X8CD 80 CFM

10X10CD-4W 220 CFM

8X8CD 80 CFM

8X8 CD 100 CFM

NOT FOR CONTRUCTION USE

8X8CD 80 CFM

10X10CD-4W 220 CFM

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

04-112177

MPR STAGE SECTION 1/8" = 1'-0"

GYM FACULTY SECTION (SUPPLY)

2

1/8" = 1'-0"

J

I

H

G

F

E

FLS

AC DATE

4

SS

D SCHOOL DISTRICT:

MUA 1

MUA 2

EF 3

18"x24"

6"x18"

14"x14"

6"x18"

16"x16" 18x18 CER 900 CFM

16"x16" 18x18 CER 900 CFM

16x16CER 500 CFM

6"x18"

14"x14" 16x16 CER 500 CFM

EF 4 18"x24"

10"x24"

14"x14" 16X16 CER 500 CFM

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

16"x16"

6"x18"

HOOK JR HIGH SCHOOL NEW FACILITIES

14"x14"

16"x16"

16X16 CER 900 CFM

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

15000 HOOK BLVD. VICTORVILLE, CA 92394

16X16 CER 500 CFM

16X16 CER 900 CFM

KEY PLAN

B A

GYM LOCKER ROOM EXHAUST SECTION 1/8" = 1'-0"

5

6

7

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

28"X30" SA DUCT AC 10

28"X30" RA DUCT

22"ø

18"x28"

16"ø

16"Ø NECK SIZE CD 1000 CFM (TYP. 4)

28"x30"

28"x30"

20"ø

COPYRIGHT:CSDA ARCHITECTS 2011

RA PLENUM

SHEET TITLE

TITUS MLR-39 TYPE 1A SLOT RETURN GRILLE RG-1, 1" SLOT, 8 SLOTS, 15" X 16'-0", SOFFIT MOUNTED

DUCT SUPPORT (TYP.)

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

BUILDING SECTIONS

4 M504

ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

GYM - AC-10 SECTION 1/8" = 1'-0"

6

M-310

2"

DETAIL-1

DETAIL-3

DETAIL-1

DETAIL-3

NOTES: NOTES: 1)

1)

INDICATES SEISMIC TIE-DOWN PLATE. (2) REQUIRED PER SIDE, SEE DETAIL 2. 2) #1 THRU #8 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.

CURB TOP RAIL

GASKETING #12 SHEET METAL SCREWS

INSULATED PANEL

18 GA SEISMIC STRAPS QUANTITY AS REQUIRED

6

CARRIER 48HC

07

AC-6 AC-7,8,9

CARRIER 48HC CARRIER 48HCD

08 12

I

J

3

ACCESS PORT COVERS

STIFFENER PLATE WOOD NAILER

NOTES:

GASKETING

E

1-3/4

#8

A

CONTINUOUS NEOPRENE WEATHERSEAL

19-1/2 4-1/4

INSULATED PANEL

H

#1

#3

1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3. 2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE. 3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT

14 GA

12 GA. TOP RAIL

RETURN AIR

#4

SECTION A-A

#2

A

B

C

D

E

F

G

H

I

J

K

78

53-1/4

81-1/2

58-1/4

86-1/2

31-3/8

15-3/8

15-11/16

21-3/8

34-15/16

L 55-3/4

M 84

N 3

O 3

P 2

Q 82

R 53-3/4

3

K

3

G

ACCESS PORT COVER

E

C

design@csdarchitects.com T:310.821.9200 F:310.821.9201

WEATHER COVER #4

A 1-3/4

SUPPLY AIR

A

INSULATED PANEL

BOTTOM CURB

H

7/16" DIA. ANCHOR BOLT HOLE QUANTITY AS REQUIRED

6

4-1/4

RETURN AIR

#2

#1 SECTION A-A

1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3. 2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE. 3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT

49-3/4

J

3

#12 SHEET METAL SCREWS

2"

NOTES:

TOP SECTION PLAN VIEW

DETAIL-2

VIC-EQ WT.

04

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

A ACCESS PORT @ EACH ISOLATOR

STIFFENER PLATE WOOD NAILER

10

7/16" DIA. ANCHOR HOLES QUANTITY AS REQUIRED

SIZE

48HCN

220 #

#3

3

#12 SHEET METAL SCREWS

TYPE

B I

VIBREX RMU-EQ-SH VIBRATION ISOLATOR

3 1/2

6

A

C

WEATHER COVER

A

CARRIER

D

LEVELING BOLT #7

MAKE

AC-1

F

18 GA SEISMIC STRAPS QUANTITY AS REQUIRED

K

3

MARK

#12 SHEET METAL SCREWS

6

SUPPLY AIR

G

BOTTOM CURB

2"

CURB TOP RAIL

319 #

INSULATED PANEL

#5

ACCESS PORT @ EACH ISOLATOR

INDICATES SEISMIC TIE-DOWN PLATE. (1) REQUIRED PER SIDE, SEE DETAIL 2. 2) #1 THRU #4 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.

VIC-EQ WT.

B

CONTINUOUS NEOPRENE WEATHERSEAL

12 GA

SIZE

AC-3,4,5

#6

10

TYPE

D

VIBREX RMU-EQ-SH VIBRATION ISOLATOR

19-1/2

MAKE

F

LEVELING BOLT 3 1/2

MARK

14 GA. CURB TOP RAIL

TOP SECTION PLAN VIEW A

B

C

D

E

F

G

H

I

J

36-15/16

67-1/8

40-7/16

70-5/8

45-7/16 L

75-5/8 M

20-1/4 N

13-11/16

13-7/8 P

15-3/16 Q

32-1/16 R

42-15/16

73-1/8

3

3

71-1/8

40-15/16

DETAIL-2

O

2

K

ARCHITECT STAMP

M N

N

B O

M 2" TYP.

P

P

N

N ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098 V IBREX TYPE:VIC-EQ

1) ALL DIMENSIONS IN INCHES 2) SPRING DEFLECTION = 1"

NOTES:

NOTES: 1) ALL DIMENSIONS IN INCHES 2) SPRING DEFLECTION = 1"

LEVELLING BOLT 3/8 DIA.

SUPPLY AIR B

STABILIZER BOLT 1/2" DIA. 1/4" THICK NEOPRENE

1 2_ 8

1/2" DIA. MACHINE BOLT A-307

MAX. ALLOW. LOADS: HORIZ: 1100 LBS

1 2

1 2

2_

(3) #12 TEKS SCREW UNIT

MAX. ALLOW. LOADS: HORIZ: 1100 LBS

3/4

8

1 2

VIC-EQ

AIR

CONSULTANT METAL DECK

Q

CREATIVE DESIGN

SECTION B-B

BOTTOM SECTION FOOTPRINT

NOTES:

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.

2. USE 1/4" TEKS SCREWS ASTM A446 GRADE A OR A570 GRADE 33 OR A611 GRADE C TO MIN. 18 GA METAL DECK. (6) PER ISOLATOR. WHEN CURB FASTENED TO PLATE, USE 1/4" TEKS SCREWS ON EITHER SIDE AS SHOWN.

(6) #12 TEKS SCREW

8

(6) #12 TEKS SCREW

TO VIC-EQ TOP RAIL

CONSULTANT STAMP

18 GA. GALV. PLATE

TO VIC-EQ TOP RAIL

3/4 3/4

JOB NAME: CUST.: CUST. P.O.: MECH. ENGR .: MARK:

VALENCIA, CALIFORNIA 91355

FILLER PLATE 12 GA. WHERE REQ'D. BY CONTRACTOR

RETURN

TO EQUIPMENT LEG/BASE

1 4

2_

3 1/2

SEISMIC STRAP 2-1/4 MAX

SEISMIC STRAP

M.W. SAUSSE' & CO., INC. V IBREX TYPE

UNIT

6 1/2

1 4

1 4

R

(3) #12 TEKS SCREW 1/4" DIA. HOLE FOR #12 METAL SCREWS

2_

2_

A

N

1_

2_

1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.

3/4 3 1/2

L

VERT. (UP): 1400 LBS

1 2

1 2

2_

B

1 _ 4

3/4

3/4 1 4

1 2

1_

SECTION B-B

18 GA. GALV. PLATE

2_

B

8

2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR WOOD.

1/4" DIA. PILOT HOLE FOR #12 METAL SCREWS

METAL DECK

1

3_ 2 OPER. HT.

RMU-EQ-SH-1

NOTES:

TO EQUIPMENT LEG/BASE

10"

N

1/4" THICK NEOPRENE

Q

1 2

1 8

2_

1/2" MACHINE BOLT A-307

1 1/2" MIN.

1_

6 1/2

STABILIZER BOLT 1/2" DIA.

N

VERT. (UP): 1400 LBS

2" TYP.

SUPPLY AIR

4X WOOD BLOCKING

RETURN AIR

BOTTOM SECTION FOOTPRINT 1 2

2_

2"

1

8 1_

VIC-EQ

1/4" THICK NEOPRENE

1/4" THICK NEOPRENE

O PPP PP LEVELLING BOLT 3/8 DIA.

2

R

3_ 2 OPER. HT.

N

B

3/8" DIA. TAP

B

A

1 _ 4

RMU-EQ-SH-1

V IBREX TYPE:

10

3/8" DIA. TAP L

ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098

NOT FOR CONTRUCTION USE

TDT DRN: DATE: 10-6-11 DRAWING NO.:

REVISIONS: A: ADDED AC-7,8,9 (11-4-11) B: C: D:

HOOK JHS

CREATIVE DESIGN AC-3 TO 9

M.W. SAUSSE' & CO., INC. VALENCIA, CALIFORNIA 91355

-2B

V IBREX TYPE

VIC-EQ

TDT DRN: DATE: 10-7-11 DRAWING NO.:

REVISIONS: A: B: C:

HOOK JHS - GYMNASIUM

JOB NAME: CUST.: CUST. P.O.: MECH. ENGR .: MARK:

CREATIVE DESIGN

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

-1A

AC-1

04-112177

VIBREX ISOLATOR DETAIL (AC-3 THRU AC-6)

VIBREX ISOLATOR DETAIL (AC-1)

3 M-501

NOT TO SCALE

DETAIL-1

NOT TO SCALE

1)

INDICATES SEISMIC TIE-DOWN PLATE. (2) REQUIRED PER SIDE, SEE DETAIL 2. 2) #1 THRU #8 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.

#12 SHEET METAL SCREWS INSULATED PANEL

18 GA SEISMIC STRAPS QUANTITY AS REQUIRED

6

MARK AC-3,4,5

CARRIER 48HC

07

CARRIER 48HC CARRIER 48HCD

08 12

I

J

3

ACCESS PORT @ EACH ISOLATOR

STIFFENER PLATE WOOD NAILER

E

GASKETING

6

WEATHER COVER

#7 #8

I

VIBREX RMU-EQ-SH VIBRATION ISOLATOR

3 1/2 1-3/4

6

4-1/4

14 GA

#1

#3

SECTION A-A

#2

J

3

WEATHER COVER

E

C

A

C

D

E

F

G

H

I

J

K

49-3/4

78

53-1/4

81-1/2

58-1/4

86-1/2

31-3/8

15-3/8

15-11/16

21-3/8

34-15/16

L 55-3/4

M 84

N 3

O 3

P 2

Q 82

R 53-3/4

BOTTOM CURB 7/16" DIA. ANCHOR BOLT HOLE QUANTITY AS REQUIRED

H

P

2" TYP.

N NOTES:

ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098 V IBREX TYPE:VIC-EQ

1) ALL DIMENSIONS IN INCHES 2) SPRING DEFLECTION = 1"

SUPPLY AIR B L

STABILIZER BOLT 1/2" DIA.

1 2_ 8

1/2" DIA. MACHINE BOLT A-307

A

B

C

D

E

F

G

H

I

J

36-15/16

67-1/8

40-7/16

70-5/8

45-7/16 L

75-5/8 M

20-1/4 N

13-11/16

13-7/8 P

15-3/16 Q

32-1/16 R

42-15/16

73-1/8

3

3

71-1/8

40-15/16

MAX. ALLOW. LOADS: HORIZ: 1100 LBS

1 2

2_

1 2

MAX. ALLOW. LOADS: HORIZ: 1100 LBS

UNIT

3/4 1/4" DIA. PILOT HOLE FOR #12 METAL SCREWS

6 1/2 8

1 _ 4

TO EQUIPMENT LEG/BASE

B L

A

B

10 R 2"

VERT. (UP): 1400 LBS

RETURN AIR

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

8

Q

(3) #12 TEKS SCREW

SUPPLY AIR

1

3_ 2 OPER. HT.

RMU-EQ-SH-1

BOTTOM SECTION FOOTPRINT 2_

2" TYP.

P

1/4" THICK NEOPRENE

4X WOOD BLOCKING

1 1/2" MIN.

8 1 1_ 2

1 8

2_

1/2" DIA. MACHINE BOLT A-307

N

VERT. (UP): 1400 LBS

8

N

1/4" THICK NEOPRENE

R

RETURN AIR

1/4" THICK NEOPRENE

O

K

N

B O

STABILIZER BOLT 1/2" DIA.

2"

1

1 2

1_

2_

2

1 1_ 2

N

LEVELLING BOLT 3/8 DIA.

VIC-EQ

1 3_ 2

OPER. HT.

RMU-EQ-SH-1

B

A

1 _ 4

A

10

3/8" DIA. TAP

1/4" THICK NEOPRENE

V IBREX TYPE: 3/8" DIA. TAP

LEVELLING BOLT 3/8 DIA.

14 GA. CURB TOP RAIL

M

ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098

NOTES: 1) ALL DIMENSIONS IN INCHES 2) SPRING DEFLECTION = 1"

B

SECTION A-A

N

P

1 2

2_

1

NOTES:

2

UNIT 1/4" DIA. HOLE FOR #12 METAL SCREWS

6 1/2 8

1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.

Q NOTES:

(6) #12 TEKS SCREW

18 GA. GALV. PLATE

(6) #12 TEKS SCREW

4X WOOD BLOCKING

TO EQUIPMENT LEG/BASE

TO VIC-EQ TOP RAIL

2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR WOOD.

N

(3) #12 TEKS SCREW

1_

3/4

SECTION B-B

1 1/2" MIN.

BOTTOM SECTION FOOTPRINT

1. Q & R DIMENSIONS ARE CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE.

SECTION B-B

2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR WOOD.

3/4 3/4

TO VIC-EQ TOP RAIL

1 4

2_

18 GA. GALV. PLATE

3 1/2

1 4

2_

SEISMIC STRAP

3/4 1 4

3 1/2

1 4

2_

M.W. SAUSSE' & CO., INC. VALENCIA, CALIFORNIA 91355

V IBREX TYPE

VIC-EQ

SHEET TITLE

SEISMIC STRAP

JOB NAME: CUST.: CUST. P.O.: MECH. ENGR .: MARK:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011

2-1/4 MAX

3/4 2_

15000 HOOK BLVD. VICTORVILLE, CA 92394

KEY PLAN

4-1/4

#1

M

O

6

HOOK JR HIGH SCHOOL NEW FACILITIES

RETURN AIR

#2

DETAIL-2

B

A

INSULATED PANEL

TOP SECTION PLAN VIEW

B

#4

1-3/4

1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3. 2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE. 3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT

A

N

K

3

SUPPLY AIR

G

ACCESS PORT COVER

SCHOOL DISTRICT:

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

3

#12 SHEET METAL SCREWS

2"

NOTES:

TOP SECTION PLAN VIEW

DETAIL-2

VIC-EQ WT.

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

A ACCESS PORT @ EACH ISOLATOR

STIFFENER PLATE WOOD NAILER

12 GA. TOP RAIL

RETURN AIR

1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3. 2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE. 3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT

06 220 #

#3

CONTINUOUS NEOPRENE WEATHERSEAL

19-1/2

INSULATED PANEL

#4

SIZE

48HCF

A

SUPPLY AIR

H

TYPE

B LEVELING BOLT

10

7/16" DIA. ANCHOR HOLES QUANTITY AS REQUIRED

CARRIER

D

3

#12 SHEET METAL SCREWS

MAKE

--

F

18 GA SEISMIC STRAPS QUANTITY AS REQUIRED

K

3

A

C

BOTTOM CURB

2"

NOTES:

CURB TOP RAIL

319 #

INSULATED PANEL

A

G

INDICATES SEISMIC TIE-DOWN PLATE. (1) REQUIRED PER SIDE, SEE DETAIL 2. 2) #1 THRU #4 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.

#12 SHEET METAL SCREWS

#5 ACCESS PORT COVERS

MARK

1)

VIC-EQ WT.

B

CONTINUOUS NEOPRENE WEATHERSEAL

12 GA

SIZE

AC-6 AC-7,8,9

#6

10

TYPE

D

LEVELING BOLT

19-1/2

MAKE

F

VIBREX RMU-EQ-SH VIBRATION ISOLATOR

3 1/2

SS

NOTES:

NOTES: GASKETING

FLS

AC DATE

DETAIL-3

DETAIL-1

DETAIL-3

CURB TOP RAIL

1 M-501

HOOK JHS

CREATIVE DESIGN AC-3 TO 9

REVISIONS: A: ADDED AC-7,8,9 (11-4-11) B: C: D:

TDT DRN: DATE: 10-6-11 DRAWING NO.:

M.W. SAUSSE' & CO., INC. VALENCIA, CALIFORNIA 91355

-2B

V IBREX TYPE

VIC-EQ

JOB NAME: CUST.: CUST. P.O.: MECH. ENGR .: MARK:

HOOK JHS - MPR

CREATIVE DESIGN

REVISIONS: A: B: C:

AC-2

DETAILS

TDT DRN: DATE: 10-7-11 DRAWING NO.: -1A

ORIGINAL SCALE 0

VIBREX ISOLATOR DETAIL (AC-7 THRU AC-9) NOT TO SCALE

4 M-501

VIBREX ISOLATOR DETAIL (AC-2) NOT TO SCALE

2 M-501

1"

Project Number JOB NO.: SHEET NUMBER:

M-501

2"

DETAIL-1

DETAIL-3

DETAIL-1

DETAIL-3

NOTES: 1)

INDICATES SEISMIC TIE-DOWN PLATE. (3) REQUIRED PER SIDE, SEE DETAIL 2. 2) #1 THRU #6 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.

#12 SHEET METAL SCREWS SEISMIC TIE

MAKE REZNOR

TYPE RDH

SIZE 200

6

I

VIBREX RMU-EQ-SH VIBRATION ISOLATOR

3 1/2

ACCESS PORT @ EACH ISOLATOR

CONTINUOUS NEOPRENE WEATHERSEAL

12 GA

C

E

STIFFENER PLATE WOOD NAILER

A

HEAT SECTION

S/A

12 GA

8

A-A

3"

NOTES:

7/16" DIA. ANCHOR HOLES QUANTITY AS REQUIRED

#3

1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3. 2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE. 3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT

#2

5-3/16

#1

#4

A

B

76-7/8

DETAIL-2

D

E

F

26-1/16

91-1/2

29-9/16

95 G

34-9/16 H

100 I

J

K

L

32-1/16

97-1/2

3

3

4

---

I

M

3/8" DIA. TAP

A

1

1 2

HEAT SECTION

1/4" THICK NEOPRENE

2"

M

S/A

2

3

3

2

1 1/2" MIN.

I

1 2

18 GA. GALV. PLATE 3/4 1 2_ 4

1 2_ 4

3 1/2

SECTION B-B

BOTTOM SECTION FOOTPRINT

SEISMIC STRAP

S

T

-----

80-7/8

10" 2

N

1

3_ 2 OPER. HT.

A

T FILLER PLATE 12 GA. WHERE REQ'D. BY CONTRACTOR

CONSULTANT METAL DECK

P (3) #12 TEKS SCREW

1 2

1 2

2_

1_

2_

UNIT

TO EQUIPMENT LEG/BASE

CREATIVE DESIGN

SECTION B-B

BOTTOM SECTION FOOTPRINT

NOTES:

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

1. USE 1/4" TEKS SCREWS ASTM A446 GRADE A OR A570 GRADE 33 OR A611 GRADE C TO MIN. 18 GA METAL DECK. (7) PER ISOLATOR, WHEN CURB FASTENED TO PLATE, USE 1/4" TEKS SCREWS ON EITHER SIDE AS SHOWN.

1/4" DIA. HOLE FOR #12 METAL SCREWS

6 1/2 8

METAL DECK

1/4" THICK NEOPRENE

3/4

NOTES: 1. M DIMENSION IS CENTERLINE OF ANCHOR HOLES IN CURB BOTTOM FLANGE. 2. FOR ANCHORAGE, USE 3/8" DIA. LAG BOLT MIN. 3" PENETRATION IN MIN. 4 X 4 DOUGLAS FIR.

(6) #12 TEKS SCREW TO CURB TOP RAIL

1 2

1_

TO EQUIPMENT BASE

3/4

ARCHITECT STAMP

2" TYP.

B

8

(3) #12 TEKS SCREW

M --

P

B

RMU-EQ-SH-1

3/4 6 4-1/2

L 52-15/16

1 _ 4

VERT. (UP): 1400 LBS

4X WOOD BLOCKING

1/4" DIA. PILOT HOLE FOR #12 METAL SCREWS

1

1 2

1 8

2_

1/2" MACHINE BOLT A-307

MAX. ALLOW. LOADS: HORIZ: 1100 LBS UNIT

2 _ 1_

O 137-15/16

82-7/8

LEVELLING BOLT 3/8 DIA.

VIC-EQ

STABILIZER BOLT 1/2" DIA.

10

A

K 27-7/8 R

B

3/8" DIA. TAP

A

1/4" THICK NEOPRENE

2

V IBREX TYPE:

1

G

J 19-15/16 Q

H 63-7/8

P

ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098

1) ALL DIMENSIONS IN INCHES 2) SPRING DEFLECTION = 2"

NOTES:

3_

BLOWER SECTION

I 22-3/16 P

G 69-9/16 N

O

2" TYP.

2 OPER. HT.

VERT. (UP): 1400 LBS

F 140-7/16

Q R R R R R R

1 _ 4

RMU-EQ-SH-1

1_ 2 _

E 85-3/8

RETURN AIR

1 2_ 8

1/4" THICK NEOPRENE

8

D 135-7/16

30-1/16

I STABILIZER BOLT 1/2" DIA.

#1

#2

DETAIL-2

I

B J K K

MAX. ALLOW. LOADS: HORIZ: 1100 LBS

C

131-15/16 80-3/8

H LEVELLING BOLT 3/8 DIA.

A

A

TOP SECTION PLAN VIEW

P

ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098 V IBREX TYPE: VIC-EQ

1) ALL DIMENSIONS IN INCHES 2) SPRING DEFLECTION = 2"

NOTES:

C

#3

14 GA TOP RAIL

TOP SECTION PLAN VIEW B

1 4

4_

SECTION A-A

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. 3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT

VIEW A-A

A

6

NOTES:

12 GA. CURB TOP RAIL

#12 SHEET METAL SCREWS

A

C

H

G

BOTTOM CURB

2"

5/16" DIA. ANCHOR HOLES QUANTITY AS REQUIRED

ACCESS PORT COVERS E

4-1/4

BOTTOM CURB

#8

#7

3 4

WOOD NAILER

BLOWER SECTION

#6

design@csdarchitects.com T:310.821.9200 F:310.821.9201

WEATHER COVER

1_ ACCESS PORT @ EACH ISOLATOR

STIFFENER PLATE

10

L

3

SUPPLY AIR

10"

ACCESS PORT COVERS

1-3/4

EVAP COOLER

1 2

21_"

K

3

#5

CONTINUOUS NEOPRENE WEATHERSEAL

19-1/2

J

3

RETURN AIR

3 1/2

WEATHER COVER

#6

#5

#4

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

B

LEVELING BOLT VIBREX RMU-EQ-SH VIB ISOLATOR

VIC-EQ WT. 663 #

24

D

LEVELING BOLT

B

SIZE

48HCF

F 18 GA SEISMIC STRAPS QUANTITY AS REQUIRED

F

TIE DOWN STRAPS 18 GA.

TYPE

CARRIER

#12 SHEET METAL SCREWS

VIC-EQ WT. 306 #

D

8

MAKE

AC-10,11

INSULATED PANEL

MARK ---

1)

MARK

SUPPLY AIR

CURB TOP RAIL

GASKETING UNIT

CURB TOP RAIL

GASKETING

NOTES:

INDICATES SEISMIC TIE-DOWN PLATE. (4) REQUIRED PER LONG SIDE, SEE DETAIL 2. 2) #1 THRU #8 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.

(6) #12 TEKS SCREW

CONSULTANT STAMP

TO VIC-EQ TOP RAIL

18 GA. GALV. PLATE 3/4 3/4 1 4

2_

1 4

2_

3 1/2

SEISMIC STRAP 2-1/4 MAX

M.W. SAUSSE' & CO., INC. VALENCIA, CALIFORNIA 91355

V IBREX TYPE

VIC-EQ

TDT DRN: DATE: 11-4-11 DRAWING NO.:

REVISIONS: A: B: C: D:

SFV RESCUE MISSION JOB NAME: CUST.: CUST. P.O.: MECH. ENGR .: MUA-3 (REZNOR RDH 200) MARK:

JOB NAME: CUST.: CUST. P.O.: MECH. ENGR .: MARK:

M.W. SAUSSE' & CO., INC. VALENCIA, CALIFORNIA 91355

V IBREX TYPE

-5

VIC-EQ

NOT FOR CONTRUCTION USE

TDT DRN: DATE: 10-6-11 DRAWING NO.:

REVISIONS: A: B: C: D:

HOOK JHS - GYM

AC-10, 11

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

-2A

04-112177

VIBREX ISOLATOR DETAIL (AC-10 AND AC-11)

3 M-502

VIBREX ISOLATOR DETAIL (MUA-3 WOOD ROOF) NOT TO SCALE

DETAIL - 1

1 M-502

NOT TO SCALE

DETAIL-1

DETAIL - 3

NOTES: MARK ---

1)

INDICATES SEISMIC TIE-DOWN PLATE. (3) REQUIRED PER SIDE, SEE DETAIL 2. 2) #1 THRU #6 INDICATE ISOLATOR LOCATIONS. SEE DETAIL 2.

UNIT #12 SHEET METAL SCREWS SEISMIC TIE

MAKE REZNOR

TYPE RDH

SIZE 200

VIC-EQ WT. 306 #

23-5/8

6

ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098

6

#1

SPRING O.D.

DEFL

1

#2 A

STIFFENER PLATE WOOD NAILER 12 GA

1"

ACCESS PORT COVERS

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

C

A

WEATHER COVER

#6

HOOK JR HIGH SCHOOL NEW FACILITIES

BLOWER SECTION

S/A

HEAT SECTION

15000 HOOK BLVD. VICTORVILLE, CA 92394

8 4-1/4

BOTTOM CURB A-A

5/16" DIA. ANCHOR HOLES QUANTITY AS REQUIRED

3"

NOTES:

E

#5

1-3/4

EVAP COOLER

10"

7/16" DIA. HOLE UNIT MTG. HOLE (4) TYP.

B

ACCESS PORT @ EACH ISOLATOR

CONTINUOUS NEOPRENE WEATHERSEAL

2

USE 1/2" DIA. LAGBOLTS INTO DOUGLAS FIR WOOD, 3" PENETRATION, 2" EDGE DISTANCE & 3-1/2" END DISTANCE.

#4

VIBREX RMU-EQ-SH VIB ISOLATOR

3 1/2 21_"

14-9/16 20-9/16

B

LEVELING BOLT

2"

2-1/2"

V IBREX TYPE: RMUAB-EQ-SH

#3

TIE DOWN STRAPS 18 GA.

8

KEY PLAN

5-3/16

12 GA. CURB TOP RAIL

#12 SHEET METAL SCREWS

#1

#2

#3

1. FOR ANCHOR REQUIREMENTS AND DETAILS OF ISOLATORS AND SEISMIC STRAPS, SEE DETAIL 2, 3. 2. SUBMITTED ROOF CURBS ARE LEVEL. PITCHED ROOF CURBS ARE AVAILABLE UPON REQUEST TO MATCH ROOF SLOPE. 3. NOT FOR CONSTRUCTION, ALL DIMENSIONS REQUIRE FINAL REVIEW AT COMMENCEMENT OF PROJECT

VIEW A-A

B

TOP SECTION PLAN VIEW

6

#4 B

A

SCHOOL DISTRICT:

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

F D

35-5/8

SS

DETAIL-3

CURB TOP RAIL

GASKETING

FLS

AC DATE

1

1

2

3

A

B

C

26-1/16

91-1/2

29-9/16

DETAIL-2

DETAIL - 2

A

D

E

F

95 G

34-9/16 H

100 I

J

K

L

32-1/16

97-1/2

3

3

1

---

M 30-1/16

H

MARK ---

MAKE

MODEL PUY-A24

MITSUBISHI

STEEL SIZE

I 3

L3 X 2 X 1/4

4

1

2

3

3

8

11

1 1

2

4

3

8

1

3

1) ALL DIMENSIONS IN INCHES 2) SPRING DEFLECTION = 2"

NOTES:

4

ISOLATORS ARE O.S.H.P.D. PRE-APPROVED No. OPA-0098 V IBREX TYPE: VIC-EQ

I

B

2" TYP.

J K K K K

LEVELLING BOLT 3/8 DIA.

I

2

3/8" DIA. TAP

1

1 1_ 2

2

7/16" DIA. HOLE

10 A

STABILIZER BOLT 1/2" DIA.

RMU-EQ-SH-1 LEVELLING BOLT 3/8 DIA.

1 2_ 8

1/4" THICK NEOPRENE

APPROX. OPER. HT. 3-3/4"

3/8" DIA. TAP

STABILIZER BOLT 1/2" DIA.

NOTCH @ EA. ISOLATOR LOCATION

VIEW B-B

NOTES:

2 18

1/4" THICK NEOPRENE

OPER. HT. 1

1 1_ 2

1 2_ 2

HEAT SECTION

S/A

M

1

2

2

1/4" DIA. PILOT HOLE FOR #12 METAL SCREWS

I

3/4 6 4-1/2

3/4 4

4

METAL DECK

SECTION A-A

1. M DIMENSIONS IS A CENTERLINES OF ANCHOR HOLES IN CURB BOTTOM FLANGE. 2. USE 1/4" TEKS SCREWS ASTM A446 GRADE A OR A570 GRADE 33 OR A611 GRADE C TO MIN. 18 GA METAL DECK. (8) PER ISOLATOR LOCATION. WHEN CURB FASTENED TO PLATE, USE 1/4" TEKS SCREWS ON EITHER SIDE AS SHOWN.

18 GA. GALV. PLATE 1 1 2_ 3 1/2 2_

BOTTOM SECTION FOOTPRINT

NOTES:

TO EQUIPMENT BASE

1/4" THICK NEOPRENE

VERT. (UP)

METAL DECK

UNIT 1

2_ 1_

3/4

1100 lbs.

BLOWER SECTION

FILLER PLATE 12 GA. WHERE REQ'D. BY CONTRACTOR

(3) #12 TEKS SCREW

4

1. APPROX. STEEL WEIGHT INCLUDING ISOLATORS.: 75 LBS. 2. ISOLATORS ARE OSHPD PRE-APPROVED #OPA-0098. SEE DETAIL 3.

HORIZ.

A

VERT. (UP): 1400 LBS

8 3-1/2"

MAX. ALLOW. LOADS:

G

1/4" THICK NEOPRENE

3_

VIEW A-A

2

OPER. HT.

MAX. ALLOW. LOADS: HORIZ: 1100 LBS

NEOPRENE GROMMET 1 2

1

3_

1 _ 4

RMU-EQ-SH-1

1-1/2

A

(6) #12 TEKS SCREW TO CURB TOP RAIL

M. W. SAUSSE & CO., INC. 28805 INDUSTRY DRIVE, VALENCIA, CA 91355 PHONE: (661) 257-3311 FAX: (661) 257-7673

V IBREX TYPE

RMUAB

HOOK JHS

1400 lbs.

SHEET TITLE

TDT

REVISIONS :

DRN :

CUST :

A:

CUST. P.O. :

B:

DATE : 11-4-11 DRAWING NO. :

MECH. ENGR. : CREATIVE DESIGN

C:

MARK :

CU-1, 2

M.W. SAUSSE' & CO., INC. VALENCIA, CALIFORNIA 91355

-4

V IBREX TYPE

D:

VIC-EQ

SFV RESCUE MISSION JOB NAME: CUST.: CUST. P.O.: MECH. ENGR .: MUA-1,2 (REZNOR RDH 200) MARK:

REVISIONS: A: B: C: D:

DETAILS

TDT DRN: DATE: 11-4-11 DRAWING NO.: -6

ORIGINAL SCALE 0

VIBREX ISOLATOR DETAIL (CU-1 THRU CU-2) NOT TO SCALE

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SEISMIC STRAP

JOB NAME :

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

4 M-502

VIBREX ISOLATOR DETAIL (MUA-1, AND MUA-2 METAL ROOF) NOT TO SCALE

2 M-502

1"

Project Number JOB NO.: SHEET NUMBER:

M-502

2"

Typical AC/RTU Unit

Building A – Network Architecture Layout AC/RTU - FILTER STATUS - DI

AC/RTU - SUPPLY AIR TEMPERATURE - AI

3

DPS

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

2

design@csdarchitects.com T:310.821.9200 F:310.821.9201

TD-8_WP GAS

OSA

N.C.

HI

SF

DX

LO

AC/RTU - SUPPLY FAN STATUS - DI

1

Wire to factory provided power exhaust transducer

Units with factory provided and controlled power exhaust with vfd.

24VAC AC/RTU - SUPPLY FAN START/STOP - DO AC/RTU - COOLING STAGE-1 ENABLE - DO AC/RTU - COOLING STAGE-2 ENABLE - DO AC/RTU - HEATING STAGE-1 ENABLE - DO AC/RTU - HEATING STAGE-2 ENABLE - DO

R G Y1 Y2 W1 W2 C

CS

R G Y1 Y2 W1 W2

High Performance BACnet Router w/Gateway CAT5e (BY OTHERS) LGR25

TYP. 22/4 SHLD (T-STAT)

120vac (BY OTHERS)

AC-3

AC-4

AC-5

AC-6

AC-7

AC-8

AC-9

ZN551

ZN551

ZN551

ZN551

ZN551

ZN551

ZN551

ZN551

BT

WARMER

D

EA

N.C. Poly tubing from space static tip to AC unit mfr power exhaust transducer, provide by unit mfr. (Typical)

WARMER

COOLER

T-STAT

WARMER

COOLER

OCCUPIED

COOLER

OCCUPIED

T-STAT

OCCUPIED

T-STAT

T-STAT

WARMER

COOLER

OCCUPIED

T-STAT

WARMER

ZN551

WARMER

COOLER

WARMER

COOLER

OCCUPIED

COOLER

OCCUPIED

T-STAT

BT

OCCUPIED

T-STAT

T-STAT

ARCHITECT STAMP

ARCnet 22/2 shld (Orange)

TCP-01, Bldg-A Panel Electrical Rm 122 Note: Economizer w/Power Exhaust

N.O.

TD-8_WP 4

WARMER

COOLER

OCCUPIED

N1 30X24

EXHAUST FANS

AC-2

ETHERNET- CUSTOMERS WIDE AREA NETWORK

Room Temp Sensor

AC/RTU - RETURN AIR TEMPERATURE - AI

T-STAT LOCKING COVER

SA

WARMER

COOLER

OCCUPIED

MANUAL ON

AUTOMATED LOGIC

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.

RSPLUS

RA 3/8" Pneumatic Tubing

T

= 120 ohm Resistor

BT

= BT485 Device

P

CONSULTANT

= PROT485 Device

CREATIVE DESIGN

R = REP485 Repeaters D

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

= DIAG485 Diagnostic Board

CONSULTANT STAMP

DP-TIP-S HIGH

NOT FOR CONTRUCTION USE

FCU Space Static Tip

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

04-112177

3 M-503

TYPICAL AC/RTU UNIT NOT TO SCALE

1 M-503

NETWORK ARCHITECTURE (MPR) NOT TO SCALE

FLS

AC DATE

SS

SCHOOL DISTRICT:

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

Building B (GYM) – Network Architecture Layout

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

Typical AC/RTU Unit NEMA 1 12HX12W SCREW COVER CONTROL PANEL # LABEL DESCRIPTION:

5A Ckt Bkr

TX PROVIDED BY SUNBELT CONTROLS

HOOK JR HIGH SCHOOL NEW FACILITIES

TB-PWR H N G

TCPPanel Rm Location:

Unit Power

TB-PWR

10A

H N G

ON

TX-1 50va

50VA

15000 HOOK BLVD. VICTORVILLE, CA 92394

OFF

X1+ X1-

REC

TB-1 24VAC Power to below

KEY PLAN

High Performance BACnet Router w/Gateway Lstat

Bias

Rx

Format

Tx

Jumper: Gain1

CAT5e (BY OTHERS)

Ground

Thermistor/dry contact 0-5Vdc

IN-2

On

23

3

AC/RTU - FILTER STATUS - DI

AI-02 DI-03

Date Verified

Digital

Rnet CAUTION : To Reduce the Risk of Fire or Electric Shock, Do Not Interconnect the Outputs of Different Class 2 Circuits. CAUTION : This product was designed to be mounted inside the building envelope. Warranty voided if mounted outside.

Class 2 24 Vac, 50-60 Hz CONTROLLER 20VA, 0.83A 24Vdc, 0.2A, 5W Use Copper Conductors Only

ZN551

DO-5

DO-3

DO-04

UI-04

DO-4

DO-02

UI-05

ZN551

COOLER

COOLER

WARMER

D

OCCUPIED

OCCUPIED

COOLER

A

BT

T-STAT

T-STAT

OCCUPIED

T-STAT

DO-2 DO-1

Power for D.O.'s

BUSS

BACnet ®

N1 30X24

ARCnet 22/2 shld (Orange)

ETHERNET- CUSTOMERS WIDE AREA NETWORK AC/RTU - HEATING STAGE-1 ENABLE - DO

DO-1 BUSS

WARMER

TCP-01, Bldg-B Panel Electrical Rm 220

AC/RTU - HEATING STAGE-2 ENABLE - DO

DO-2

ZN551

B

DO-3

Terminal Setting

Point Addr. & Type

DO-05

ZN551 WARMER

DO-4

GND AO-1

DO-5

DO-03 Gnd IN-4 IN-5 LED

100

75

25

0

Date Verified

By Tech Initials Offset (if appl)

By Tech Initials

DI-01

BT

Digital Output Verification Checklist:

On

AC/RTU - SUPPLY AIR TEMPERATURE - AI

IN-1 Gnd IN-2 Gnd IN-3 Gnd

AO-01

Off Point Addr. & Type

2

AC/RTU - SUPPLY FAN STATUS - DI

Analog Out %

EXHAUST FANS

AC-11

AO-1

Gnd

LED

AC-10

ZN551

Gnd

IN-3

.equipment

Universal Input Verification Checklist: Input Value Reading Actual Fld. Measured Value

Room Temp Sensor

76.8k

Gnd

IN-5

Gnd Rnet+ Rnet- Rnet +12V

Date Verified

MANUAL ON

AUTOMATED LOGIC

Grn Wht Blk Red

38.4k

MSTP Baud

IN-2

IN-4

AC-1

ARC156 19.2k

Inputs: 5V Max

Analog Output Verification Checklist:

Check’d By Tech Initials

OCCUPIED

Gnd Rnet+ Rnet+12V

Point Addr. & Input #

COOLER

1 2 3 4

Gnd

120vac (BY OTHERS)

MSTP

9600

IN-1

PROGRAM/ FB NAME(S)

ZN551

Communications Selection

+12V

Gnd

Term WARMER

ADDRESS

OR

T-STAT LOCKING COVER

1

CONTROL MODULE

Arc156 BT485

20 VA

CORPORATION

50

Net + Net Shield

Comm from previous & to next control module (See network riser diagram)

Rnet -

Gnd 24Vac

3

23

ALC Controller Checklist:

Rnet +

R

4

4 3 2 1

Gnd

AUTOMATEDLOGIC

LGR25

Thermistor/dry contact 0-5Vdc

2

Sense +12V RnetRnet+ Gnd

Err IN-1

1

456

Tens

456

23

456

CR 2032

24 Vac

Pwr Run

+

Ones

78

90 1

90 1

456

23

90 1

78

78

90 1

78

Batt -

O N

Net -

CMnet

Net +

Shield

TYP. 22/4 SHLD (T-STAT)

Rnet

AC/RTU - COOLING STAGE-2 ENABLE - DO AC/RTU - COOLING STAGE-1 ENABLE - DO AC/RTU - SUPPLY FAN START/STOP - DO 24VAC POWER

W2 W1

Y2 Y1 G R

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. .

DO-01

T

= 120 ohm Resistor

BT

= BT485 Device

P

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

= PROT485 Device

R = REP485 Repeaters D

= DIAG485 Diagnostic Board

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

DETAILS

ORIGINAL SCALE 0

TYPICAL AC/RTU MODULE NOT TO SCALE

4 M-503

NETWORK ARCHITECTURE (GYM) NOT TO SCALE

2 M-503

1"

Project Number JOB NO.: SHEET NUMBER:

M-503

2"

(SUPPLY AIR OR RETURN AIR) ROUND OR RECTANGULAR MAIN DUCT. SEE PLAN FOR SIZES.

EXHAUST FAN

1 1/8" SHT. METAL HANGER STRAPS SECURED FROM STRUCTURE ABOVE. (TYP)

3'-0" MAX. (TYP.)

SECURE DUCT TO (N) CURB

SEAL WATERTIGHT

FLASHING & COUNTER FLASHING

#8 SHEET METAL SCREW BOLT EXHAUST FAN DOWN TO CURB THRU MASTIC

TURN ROOFING & DUCT OVER CURB

PRE-FAB ROOF CURB

FLASHING & COUNTER FLASHING

ROOFING

MVD

SQUARE TO ROUND ADAPTER. SECURED TO DIFFUSER NECK WITH SHEET METAL SCREWS. (SIZE AS REQ'D.)

FLEX. DUCT. SEE PLAN FOR SIZES. CEILING WIRE SUPPORT. (TYP.) CEILING DIFFUSER OR REGISTER

ROOF CONSTRUCTION

DUCT - SEE PLAN FOR SIZES

11 M-504

NOT TO SCALE

NEW ROOFING CANT STRIP

MY A T

1.

DUCT ADAPTER SHALL BE SAME MANUFACTURER AS CEILING DIFFUSER OR REGISTER.

2.

FLEX DUCT SHALL BE INSTALLED PER SMACNA MANUAL USING DRAWBAND & INSULATION SHALL BE FITTED OVER THE CORE AND SUPPLEMENTARY SECURED WITH A DRAWBAND.

FLEX DUCT TO CD OR CR

7 M-504

NOT TO SCALE

22"

ROOF DECK

SL DUCT

4 M-504

NOT TO SCALE

PIPE SEE PLANS FOR SIZE & CONT.

ARCHITECT STAMP

DUCT -SEE MECHANICAL

1/4"PL. CAP

EXPANSIVE FOAM INSLULATION WITH CONT. CAULKING ON BOTH SIDES

#8 SHEET METAL SCREWS @ 12" O.C. ON BOT. & SIDES. MAKE WATERTIGHT W/ ELASTIC SEALANT.

TYP. (SL) DUCT

PIPE CLAMP

CMU WALL

(TYPICAL) NEOPRENE PAD (TYP)

VERTICAL RISER PIPE CLAMP

ROOFING

SEALED OFF FLANGE

SPACER AS REQUIRED TO LIFT CLAMP ABOVE SLEEVE.

1 1/2" X 1 1/2" X 1/8" ANGLE IRON CROSSBRACE. WELD TO 1 1/4" PIPE LEAD FLASH (TYPICAL) 1/4"

3x3x1/4"x4"

3/16"

ROOF DECK

NOT TO SCALE

CREATIVE DESIGN

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

CONSULTANT STAMP

NOT FOR CONTRUCTION USE

X 6" X 9.5" MIN (TYP.)

SLEEVE THRU ROOF (TYPICAL)

PIPE THRU ROOF

8 M-504

NOT TO SCALE

AUTHORITY APPROVAL

BARE METAL DECK

X 6" X 14.5" MIN (TYP.) 1 "Ø MACHINE BOLT 2 (TYP.)

12 M-504

CONSULTANT

3/ "PL 8

3/ "PL 8

PIPE SUPPORT - VERTICAL RISER

5 M-504

HSS 4"x4"x1/4"

FLASHING COMPOUND PIPE SLEEVE (WHERE OCCURS)

DUCT SUPPORT, SEE

UNISTRUT 1 5/8 CHANNEL SERIES P3000 WELDED TO 1 1/4" SCHEDULE 40 PIPE

1/4"THRU BOLT

FLASHING & COUNTER FLASHING (TYPICAL)

NEOPRENE PAD (TYP)

2'-6"(MAX)

24 GA. GALV. STEEL PIPE FLASHING

FLASHING & COUNTER FLASHING

PIPE CHASE

22 GA. GALV. HOOD @ 30% SLOPE

DUCT THRU ROOF

42" O.C.

VERTICAL RISER

PROVIDE CONTINUOUS SEALANT ALL AROUND EXTERIOR

USE 3/4"x 4" LONS HILTS QW1K BOLT @ 16" O.C.

CEILING DIFFUSERS AND REGISTER SHALL MATCH CEILING.

LEAD COLLAR

design@csdarchitects.com T:310.821.9200 F:310.821.9201

CEILING

NOTES:

3.

EXHAUST FAN DETAIL

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

MY A T

DRAW BAND (TYP.)

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

DUCT SUPPORT ON ROOF

5 M-504

NOT TO SCALE

DUCT THRU WALL DETAIL

1 M-504

NOT TO SCALE

FOR CONNECTION TO STRUCTURAL MEMBER SEE STRUCTURAL DETAIL 4" LONG FLEXIBLE HOSE

04-112177 FLS

AC DATE

SS

5 13 S710 S710

STAINLESS STEEL HOSE CLAMPS

1/ " 4

SDS, 3"LONG LAG SCREWS, (2) EACH SIDE. SCREWS MUST BE INSERTED INTO 2X4 STUDS.

TYPICAL UNIT

6" MAX

STIFFENING REQUIREMENTS - THREADED ROD 3" MIN TRAP

OPA-0485

SEE PLAN FOR SIZE

MAXIMUM 6" (152 mm)

VERTICAL HANGER

1

TRANSVERSE BRACE

3"X3"X16 GA. "L" BRACING

CL OF BOLTS EQUAL CL OF ANGLE EQ.

MACHINE BOLT

MACHINE BOLT

W.P.

2-1/2"x12 GAUGE SHEET METAL STRAP

2"MAXIMUM (51 mm)

1 MIN. 2 MAX.

LONGITUDINAL BRACE (SHOWN DOTTED) SPACE 6'-0"

NOTES:

TIGHTEN TILL SNUG

1. CONDENSATE DRAIN PIPING SHALL BE TYPE "M" COPPER.

COND. DRAIN EQUIP. CONNECTION NOT TO SCALE

9 M-504

TIGHTEN TILL SNUG

STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO FIT PIPE AND INSULATION.

WALL BRACKET BY MANUFACTURER 1/ " 4

PIPE AND INSULATION TO BE CENTERED IN SLEEVE - DO NOT SUPPORT PIPE FROM SLEEVE.

FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING.

1/2"(13)

DIM."A" DIM."B" MAXIMUM MAXIMUM ROD LENGTH SPACING WITHOUT BETWEEN STIFFENER ROD STIFFENRES 22"(559)

18"(457)

FOR CONNECTION TO STRUCTURAL MEMBER SEE STRUCTURAL DETAIL

(41 mm x 41 mm) 12 ga. CHANNEL 1-5/8"X 1-5/8" MAXIMUM LENGTH 9'-0" (2.7 m)

ROD STIFFENER CHART

THREADED ROD DIAMETER

RC-2 ROD STIFFENER (1/2" THRU 1-1/4"ROD DIAMETER) (13 mm THRU 32 mm)

NOTICE:ROD STIFFENING REQUIRED ONLY FOR HANGER RODS TO WHICH SEISMIC BRACING HAS BEEN INSTALLED.

INTERIOR WALL 1" SEAL SLEEVE WITH TIGHTLY PACKED SILICON COMPOUND.

1/4" 2"

1"

FINISHED WALL SURFACE

SEAL WATERTIGHT

EXTERIOR WALL

FAN COIL UNIT MOUNTING DETAIL (GYM) NOT TO SCALE

14 M-504

PIPE SLEEVE THRU WALL NOT TO SCALE

OUTSIDE

10 M-504

1 VERTICAL HANGER 1/2" CLEAR MAX.

#10 SELF-TAPPING SHEET METAL SCREWS EQUALLY SPACED (18" O.C MAXIMUM.)

COAT EXTERIOR SURFACES WITH TAR COMPOUND.

PIPE SUPPORT NOT TO SCALE

6 M-504

5 13 S710 S710

TRANSVERSE BRACE 3" X 3" X 16 GA.

SEALING AND ANCHORING COLLAR

FAN COIL UNIT

2 M-504

RC-1 ROD STIFFENER (3/8" THRU 5/8"ROD DIAMETER) (10 mm THRU 16 mm)

SEAL OR CAULK SLEEVE THRU FIRE WALLS IN A SMOKE TIGHT MANNER.

FINISHED WALL SURFACE

A

NOT TO SCALE

2"MINIMUM (51 mm)

TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES.

ANCHOR BOLT, 3" PENETRATION, (2) EACH SIDE.

SINGLE HANGER BRACING FOR ROUND DUCT

2"MAXIMUM (51 mm)

10' MAX. TO STRUCTURAL SUPPORTING MEMBER

NOT TO SCALE

13 M-504

B

TYPICAL 4 SIDES

FAN COIL UNIT MOUNTING DETAIL (MPR)

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

KEY PLAN

SPACE HANGERS AT 6'-0"

MAXIMUM SPACING BETWEEN ROD STIFFNER CLIPS DIM. "B"

MAXIMUM 6" (152 mm)

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

15000 HOOK BLVD. VICTORVILLE, CA 92394

FAN COIL UNIT DUCT SIZE

SCHOOL DISTRICT:

HOOK JR HIGH SCHOOL NEW FACILITIES

DUCT SIZE

SLOPE DOWN TOWARDS APPROVED RECEPTOR @ 1/8" PER LINEAR FOOT.

5'-0" MAX. TO STRUCTURAL SUPPORTING MEMBER

WALL BRACKET BY MANUFACTURER

3" X 3" X 16 GA.

HORIZONTAL BRACE

EQ.

1 MIN. 2 MAX.

INSULATION WHERE REQ'D

CL OF BOLTS EQUAL CL OF ANGLE EQ.

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011

DUCT

SHEET TITLE

DUCT SIZE

DETAILS DUCT SIZE

SPACE HANGERS AT 6'-0"

CENTER BRACING FOR RECTANGULAR DUCT NOT TO SCALE

LONGITUDINAL BRACE ONE EA. SIDE OF DUCT (SHOWN DOTTED) 6'-0" SPACING

ORIGINAL SCALE

3 M-504

0

1"

Project Number JOB NO.: SHEET NUMBER:

M-504

2"

1-1/2 Hr. & 3 Hr. Rated Fire Damper for 1, 2, 3 & 4 Hr. fire partitions.

FIRE/SMOKE DAMPER SPECIFICATIONS: ALL FIRE DAMPERS SHALL BE LABELED AND LISTED BY CALIFORNIA STATE FIRE MARSHAL AND/OR UNDERWRITERS LABORATORIES. ALL DAMPERS MUST ALSO BE LEAKAGE RATED AND LABLED UNDER UNDERWRITER LABORATORIES STD. 555S. WITH METAL

DAMPER FRAME

SEALS ALLOWING NO MORE THAN 10 CFM/SQ.FT. AT 1" W.G. TO 250째 F

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

FOR A FULL 30 MIN. CAN BE MOTOR OPERATED. TORQUE REQ'D. EMS SYSTEM

DAMPERS SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION

REZNOR CONTROL PANEL

460V-3Ph-60Hz

03225. POTTORFF COMPANY, INC. (NO RUBBER SEALS ALLOWED)

PROVIDE INTERLOCK RELAY FOR EF-13

POTTORFF MODEL FSD-142

(LISTING NO.03225:0368:110 AND 03230:0368:111)

BLADE BRACKET

PROVIDE NON STALL SHUNT MOTOR , 23 VA. MAXIMUM. DAMPER BLADE

OR APPROVED EQUAL. E 120V CONDUIT NO. OF WIRES AS REQUIRED BY UNIT MFR. TO OPERATE THE UNIT

24V IN CONDUIT M

E

OVERRIDE T'STAT IN SA DUCT SUPPLIED W/UNIT

design@csdarchitects.com T:310.821.9200 F:310.821.9201

ACCESS DOOR

3.750

AIR-FLOW

INSTRUCTIONS AND/OR STATE FIRE MARSHAL LISTING NO. C

R1

2.7" MAX.

TO MAINTAIN LEAKAGE RATE NOT TO EXCEED 0 LBS. TORQUE.

H O

COMBINATION FIRE/SMOKE DAMPER

A R1a

8 HR TIMER SWITCH

OPENING TO BE SINGLE HEADER FRAMING FOR WOOD OR STEEL. WOOD FRAMED OPENINGS MUST BE LINED WITH MINIMUM 5/8"

ARCHITECT STAMP

TYPE X GYP. BOARD. LINING NOT REQUIRED AT STEEL STUD, CONCRETE, OR MASONRY. SUGGESTED CLEARANCE BETWEEN SLEEVE

REMOTE CONSOLE AT KITCHEN WALL

AND OPENING 1/8" FOR EACH 12" DAMPER WIDTH AND HEIGHT FOR EXPANSION.

M

EMS SYSTEM

DAMPER TO BE HELD IN PLACE BY RETAINING ANGLES ATTACHED TO SLEEVE ON BOTH SIDES OF PARTITION, AND AROUND ENTIRE 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

MUA

EF

3

13

THE OPENING. ANGLES MAY BE MITERED, BUTTED OR OVERLAPPED AT THE CORNERS. ATTACH ANGLES TO THE SLEEVE (NOT THE PARTITION) WITH SHEET METAL SCREWS, BOLTS OR WELDS AS PER MANUFACTURERS INSTRUCTIONS. CONNECT DUCT TO SLEEVE WITH "S" TYPE SLIP CONNECTIONS. DO NOT USE MECHANICAL FASTENERS.

COMBINATION FIRE/SMOKE DAMPER NOT TO SCALE

1 M-505

CONSULTANT

CREATIVE DESIGN

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

CONSULTANT STAMP

GENERAL NOTES: NOT FOR CONTRUCTION USE

1. DUCTWORK SHALL BE 16" GALVANIZED. 2. WEATHER-PROTECTION FOR OPENINGS TO BE MINIMUM 25 GAGE GALVANIZED STEEL.

EF 13

40" MIN.

3. METAL SHIELD (OR COLLAR) TO SEAL DUCT AT POINT OF PENETRATION OF CEILING. 4. EACH ROOM PROVIDED WITH AN EXHAUST SYSTEM SHALL HAVE AIR SUPPLIED TO THE ROOM EQUAL TO THE AMOUNT OF AIR TO BE EXHAUSTED.

24" MIN. ROOF

ROOF

REFER TO

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

5. THE EXHAUST AND MAKEUP AIR SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH.

04-112177

4 M-504

MIN. 3"

4'-0" MAX. TO COOK TOP

KITCHEN HOOD

6"MIN OVER HANG ON ALL OPEN SIDES

TYPE I HOOD MUST BE MADE OF MIN. 22 GA. STAINLESS STEEL

SCHOOL DISTRICT:

80" MIN.

RANGE

DOUBLE DECK OVEN

COMBI OVEN

SS

CEILING

18" (TYP.)

METAL SHIELD

FLS

AC DATE

2LAYERS OF 3M FIRE-RATED WRAP

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

FLOOR

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

HOOK JR HIGH SCHOOL NEW FACILITIES

KITCHEN HOOD DETAIL

15000 HOOK BLVD. VICTORVILLE, CA 92394

2 M-505

NOT TO SCALE

KEY PLAN

B A

HIGHEST OPERABLE PART OF THERMOSTAT OR CONTROLS AND TOP OF OUTLETS OR SWITCHES

46" MAX SIDE-APPROACH 44" MAX FRONT-APPROACH AT WORK STATION

HIGHEST OPERABLE PART OF THERMOSTAT OR CONTROLS AND TOP OF OUTLETS OR SWITCHES

24" MAX.

BOTTOM OF OUTLETS OR SWITCHES 34" MAX.

48" MAX.

NOT TO SCALE

4 M-505

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: Author Checker

SHEET TITLE FINISHED FLOOR

THERMOSTAT MOUNTING HEIGHT DETAIL NOT TO SCALE

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

COPYRIGHT:CSDA ARCHITECTS 2011

15" MIN.

INTERLOCK SYSTEM DIAGRAM

FINISHED FLOOR

3 M-505

DETAILS

ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

M-505

2"

WATER HEATER SCHEDULE WATER HEATER ID

DESCRIPTION

WH-1

WATER HEATER

WH-2

WATER HEATER

MANUFACTURER & MODEL NUMBER

GAS INPUT

GYMNASIUM

A.O. SMITH BTH-199A

MPR KTICHEN

A.O. SMITH BTH-199A

SERVICE AREA

SHEET INDEX

STORAGE CAPACITY

RECOVERY RATE IN GPH

199,000

100 GALLONS

230 GPH @ 100 DEGREE RISE

MUST BE CEC APPROVED

P-001

LEGENDS, NOTES, AND SCHEDULES

199,000

100 GALLONS

230 GPH @ 100 DEGREE RISE

MUST BE CEC APPROVED

P-101

PLUMBING SITE PLAN

SHEET NUMBER

REMARKS

SHEET TITLE

PA-111

EQUIPMENT SCHEDULE EQUIP ID

ET-1

DESCRIPTION

EXPANSION TANK

MANUFACTURER & MODEL NUMBER

SERVICE

BELL & GOSSETT PT-12

WH-1

REMARKS 4 GALLON

PA-131

MULTI-PURPOSE PLUMBING ROOF PLAN

PA-410

MULTI-PURPOSE PLUMBING RISER DIAGRAMS

PA-411

BELL & GOSSETT PT-12

WH-2

4 GALLON

PB-111

GYMNASIUM PLUMBING FLOOR PLAN

CP-1

CIRCULATING PUMP

BELL & GOSSETT PL-30

WH-1

1/12 HP-120V, 1Ø, 60HZ ALL BRONZE

PB-131

GYMNASIUM PLUMBING ROOF PLAN

CP-2

CIRCULATING PUMP

BELL & GOSSETT PL-30

ST-1

STORAGE TANK

A.O. SMITH TJV-120A

WH-1

GI-1

GREASE INTERCEPTER

JENSEN JP1500G

MPR KITCHEN

PB-410

119 GALLON

W

WASTE BELOW FLOOR

SD

SD

STORM DRAIN ABOVE FLOOR

OD

OD

OVERFLOW DRAIN ABOVE GRADE

SD

SD

STORM DRAIN BELOW GRADE

V

VENT

CW

COLD WATER

HW

HOT WATER

HWR

HOT WATER RETURN

G

GAS

ICW

ICW

INDUSTRIAL COLD WATER

CD

CD

CONDENSATE DRAIN

D

D

RISER DRAIN

CA

CA

COMPRESSED AIR

(E)

(E)

EXISTING PIPING WITH SERVICE INDICATED

SOV

SHUT OFF VALVE

CV

CHECK VALVE

CO

CLEAN OUT

FCO

FLOOR CLEAN OUT

G

GYMNASIUM PLUMBING RISER DIAGRAMS

P-501

DETAILS

PLUMBING FIXTURE SCHEDULE KITCHEN EQUIP. NUMBER

FIXTURE ID

CONNECTION SIZE FIXTURE

TRAP

WASTE

VENT

COLD

COMMENTS

HOT

PIPE DROP UNLESS OTHERWISE NOTED WC-1

WATER CLOSET

INTEGRAL

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292 design@csdarchitects.com T:310.821.9200 F:310.821.9201

ARCHITECT STAMP

GYMNASIUM ENLARGED PLUMBING PLANS

PB-411

1500 GALLON WITH SAMPLE BOX

WASTE ABOVE FLOOR

MULTI-PURPOSE PLUMBING RISER DIAGRAMS

EXPANSION TANK

1/12 HP-120V, 1Ø, 60HZ ALL BRONZE

W

MULTI-PURPOSE PLUMBING FLOOR PLAN

ET-2

WH-2

PLUMBING LEGENDS & ABBREVIATIONS

4"

2"

1"

-

CONSULTANT

SEE SPECIFICATION PIPE UP UNLESS OTHERWISE NOTED

MPR FIXTURE UNITS COUNT(WATER) SYMBOL

FIXTURE

QTY.

(WATER) FIXTURE UNIT

MPR FIXTURE UNITS COUNT(WASTE)

(WATER) TOTAL FIXTURE UNIT

SYMBOL

FIXTURE

QTY.

FIXTURE UNIT

GAS PIPING CALCULATIONS (MPR)

WATER CLOSET

8

115+30

145

WC

WATER CLOSET

8

6

LAVATORY

1

1

1

LAV

LAVATORY

1

1

1

WF

WASH FOUNTAIN

2

3

6

WF

WASH FOUNTAIN

2

3

6

HS

HAND SINK

3

2

6

HS

HAND SINK

4

2

8

S-1

PREP SINK

2

4

8

S-1

PREP SINK

3

4

12

S-2

PREP SINK (2-COMPARTMENT)

1

4

4

S-2

PREP SINK (2-COMPARTMENT)

1

4

4

S-3

PREP SINK (3-COMPARTMENT)

1

4

4

S-3

PREP SINK (3-COMPARTMENT)

1

4

4

SS-1

SERVICE SINK

1

3

3

SS-1

SERVICE SINK

1

3

3

HB-1

HOSE BIBB (FREE STANDING)

1

3

3

FD-1

FLOOR DRAIN

10

4

40

RHB-1

HOSE BIBB (RECESSED)

7

3

21

FS-1

FLOOR SINK

8

4

32

1

4

4

UR

205

TOTAL

94

GPM

GYM FIXTURE UNITS COUNT(WATER) SYMBOL

WC

FIXTURE

WATER CLOSET

QTY.

8

(WATER) FIXTURE UNIT 115+30

(WATER) TOTAL FIXTURE UNIT 145

LAVATORY

2

1

2

WF

WASH FOUNTAIN

2

3

6

DF

DRINKING FOUNTAIN

4

1

4

SHOWER

18

4

3

5

15

FOX DRAIN

2

8

16

72

CWA

CLOTHES WASHING ASSEMBLY

1

4

4

RHB-1

HOSE BIBB (RECESSED)

6

3

18

SYMBOL

WC

FIXTURE

WATER CLOSET

251

GPM

105

8

FIXTURE UNIT 16

TOTAL FIXTURE UNIT

2

1

2

WF

WASH FOUNTAIN

2

3

6

DF

DRINKING FOUNTAIN

4

1

4

SH

SHOWER

18

2

36

CLOTHES WASHING ASSEMBLY

FD

FLOOR DRAIN

FS UR

AC-2 THRU AC-5 (150 X 4)

600

AC-6

224

AC-7 THRU AC-9 (250 X 3)

750

MUA-3

200

WH-2

199

RANGE

164

CONVECTION OVEN

120

COMBI OVEN

TOTAL

MAX.TOTAL DEVELOPMENT LENGTH

4"

2"

1"

-

SEE SPECIFICATION

UR-1

URINAL (WATERLESS, ACCESSIBLE)

INTEGRAL

2"

1-1/2"

-

-

SEE SPECIFICATION

UR-2

URINAL (WATERLESS, ACCESSIBLE)

INTEGRAL

L-1

LAVATORY

1-1/4"

2"

1-1/2"

1/2"

1/2"

SEE SPECIFICATION

L-2

LAVATORY (ACCESSIBLE)

1-1/4"

2"

1-1/2"

1/2"

1/2"

SEE SPECIFICATION

SS-1

SERVICE SINK

3"

3"

2"

3/4"

3/4"

132

GAS PIPING CALCULATIONS (GYM) EQUIPMENT

1

3

3

24

4

96

FLOOR SINK

2

4

8

URINAL

3

5

15

218

150

AC-10 & AC-11 (400 X 2)

800

MUA-1 & MUA-2 (200 X 2)

400

WH-1

199

TOTAL

MAX.TOTAL DEVELOPMENT LENGTH

-

OXYGEN

AR

AR

ARGON

AC

AC

ACETYLENE

CO 2

CO

CONSULTANT STAMP

SEE SPECIFICATION

2

NOT FOR CONTRUCTION USE

CARBON DIOXIDE

POC

POINT OF CONNECTION

ABV

ABOVE

AC

ACCESSIBLE

CLG

CEILING

DN

DOWN

DTR

DOWN THRU ROOF

(E)

EXISTING

SEE SPECIFICATION

AUTHORITY APPROVAL IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

-

-

3/4"

SEE SPECIFICATION

SH-2

SHOWER (ACCESSIBLE)

-

-

-

-

3/4"

SEE SPECIFICATION

WF-1

WASH FOUNTAIN (ACCESSIBLE)

2"

1-1/2"

1-1/2"

3/4"

3/4"

WB-1

WASH BOX

2"

2"

1-1/2"

3/4"

-

SEE SPECIFICATION

ELEV.

ELEVATION

FD-1

FLOOR DRAIN

3"

3"

2"

-

-

PROVIDE TRAP PRIMER. 1/2" MAX GRATE OPENINGS IN ALL DIRECTIONS.

FT

FOOT, FEET

FLOOR DRAIN (SHOWER)

FIXTURE UNIT

2"

2"

1-1/2"

-

-

PROVIDE TRAP PRIMER. 1/2" MAX GRATE OPENINGS IN ALL DIRECTIONS.

FU

FD-2

FV

FLUSH VALVE

FLOOR SINK

2"

PROVIDE TRAP PRIMER. 1/2" MAX GRATE OPENINGS IN ALL DIRECTIONS.

MTD

MOUNTED

SEE ROOF PLAN FOR SIZES

REQ

REQUIRED

SGL

SINGLE

STL

STAINLESS STEEL

TYP

TYPICAL

TW

TEMPERED WATER

UTR

UP THRU ROOF

15000 HOOK BLVD. VICTORVILLE, CA 92394

VB

VACUUM BREAKER

KEY PLAN

W/

WITH

2"

1-1/2"

-

-

ROOF DRAIN

OVERFLOW DRAIN

SEE SPECIFICATION

SEE ROOF PLAN FOR SIZES

TP-1

TRAP PRIMER

-

-

-

1/2"

-

SEE SPECIFICATION

DF-1

DRINKING FOUNTAIN (ACCESSIBLE W/ COOLER)

2"

1-1/2"

1-1/2"

3/4"

-

SEE SPECIFICATION

DF-2

DRINKING FOUNTAIN (ACCESSIBLE)

3"

HB-1

HOSE BIBB (FREE STANDING) NONFREEZE

-

-

-

1/2"

1/2"

RHB-1

RECESSED HOSE BIBB NON-FREEZE

-

-

-

3/4"

-

SEE SPECIFICATION

RHB-2

RECESSED HOSE BIBB NON-FREEZE

-

-

-

-

3/4"

SEE SPECIFICATION

2

SS-2

KITCHEN SERVICE SINK

3"

3"

2"

3/4"

3/4"

120^ MINIMUM HOT WATER DEMAND, 10GPH, SEE KITCHEN SPEC FOR FAUCET AND MOP HANGER

5

HS-1

HAND SINK

1-1/2"

2"

1-1/2"

1/2"

1/2"

WALL MOUNTED, 120^ MINIMUM HOT WATER DEMAND, 5GPH, WITH INSULATED WASTE AND WATER LINES

40

HS-2

HAND SINK (ACCESSIBLE)

1-1/2"

2"

1-1/2"

1/2"

1/2"

WALL MOUNTED, 120^ MINIMUM HOT WATER DEMAND, 5GPH, WITH INSULATED WASTE AND WATER LINES

9

S-3

3-COMPARTMENT SINK

1-1/2"

2"

1-1/2"

1/2"

1/2"

-

32

S-4

2-COMPARTMENT SINK

1-1/2"

2"

1-1/2"

1/2"

1/2"

NEMA 5-15P PLUG. 120^ MINIMUM HOT WATER DEMAND, 10GPH.

49

O

-

CFH

AC-1

-

O

-

RD-1

250 FT.

1-1/2"

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

SHOWER

FS-1

2389

2"

CREATIVE DESIGN

PIPE DROP OR RISE

SH-1

OD-1

48

LAVATORY

TOTAL TOTAL

QTY.

LAV

CWA

CFH

189

GYM FIXTURE UNITS COUNT(WASTE)

LAV

SH

URINAL

TOTAL

INTEGRAL

48

LAV

DISPOSER

WATER CLOSET (ACCESSIBLE)

TOTAL FIXTURE UNIT EQUIPMENT

WC

WC-2

1549

3"

2"

3/4"

-

SEE SPECIFICATION

120^ MINIMUM HOT WATER DEMAND, 10GPH.

200 FT.

21

S-5

PREP SINK

-

INDIRECT

-

1/2"

1/2"

NEMA 5-15P PLUG. 120^ MINIMUM HOT WATER DEMAND, 10GPH.

14

S-6

PREP SINK, ACCESSIBLE

-

INDIRECT

-

1/2"

1/2"

NEMA 5-15P PLUG. 120^ MINIMUM HOT WATER DEMAND, 10GPH.

PLUMBING FIXTURES NOTE: -ACCESSIBLE PLUMBING FIXTURES SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF CBC SECTION 1115B. -FIXTURE CONTROLS SHALL COMPLY WITH CBC SECTIONS 1115B.4.4.4 FOR SHOWERS, 1115B.4.3, ITEM 1 FOR LABATORIES, 1115B.4.1, ITEM 5 FOR TOILETS, AND 1115B.4.2, ITEM 2 FOR URINALS.

04-112177 FLS

AC DATE

SS

SCHOOL DISTRICT:

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT 16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

HOOK JR HIGH SCHOOL NEW FACILITIES

B

MEP COMPONENT ANCHORAGE NOTE:

A

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 PREAPPROVALS WITH AN OPA #, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

LEGENDS, NOTES, & SCHEDULES

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.

ORIGINAL SCALE

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

Project Number JOB NO.: SHEET NUMBER:

0

1"

P-001

2"

KEY NOTES: 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 CIVIL DRAWINGS

3

3" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

4

4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

5

5" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

6

1-1/4" MEDIUM PRESSURE GAS BELOW GRADE

7

NEW GAS METER ASSEMBLY, COORDINATE LOCATION AND INSPECTION WITH GAS COMPANY

8

MEDIUM PRESSURE GASLINE BELOW GRADE

9

3/4" CW, 3" WASTE, & 2" VENT BELOW GRADE

10

3/4" CW, 3" WASTE, & 2" VENT BELOW GRADE FOR CONTINUATION SEE FLOOR PLAN

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292 design@csdarchitects.com T:310.821.9200 F:310.821.9201

ARCHITECT STAMP x

x

x

ORK LIMIT OF W

x

x

x

x

x

x

x

x

x

x

x

x

1

x

x

x

x

x

x

x

x

x x

x x

x

x

x

x

x

x

ALIGN x

x

x

x

x

x

(N) FIRE LANE 2

4

EXISTING FIRE LANE

3

4

x

CONSULTANT

7

x x

G16

(E) GAS LINE BELOW GRADE, VERIFY EXACT LOCATION ON SITE

3

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

LIMIT OF WORK

T9

CREATIVE DESIGN

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

P12 P7 P8 P9 P10 P11 T10

CONSULTANT STAMP

x

x

x

x

x

x

P-1 P0

P-4 P-3

4

(E) PORTABLE BUILDINGS P1 P2 P3 P4 P5 P6

x

x

(N) GYMNASIUM BUILDING

x

x

x

x

x

5

x

4

(N) SAND VOLLEYBALL COURTS

x

x x

x

x

x

x

x

ASSUMED PROPERTY LINE

x

NE (N) FIRE LA

x

x

1-1/4"

1

8

4

x

(N) MULTI-PURPOSE BUILDING

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

04-112177

10

FLS

AC DATE

SS

4

x

x

x

BUILDING 4 N.I.C.

9 DF-2

3

x

x

x

x x x

2 4

xx

x

5

5

AUTHORITY APPROVAL

BUILDING H N.I.C.

1

x x

x

x

4

(E) DRIVEWAY

3

x

4

LIMIT OF WORK

x

6

4

8

ORK LIMIT OF W

BUILDING F ADMINISTRATION N.I.C.

BUILDING 3 N.I.C.

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

HOOK JR HIGH SCHOOL NEW FACILITIES

KEY PLAN

B A

LIMIT OF WOR K

x

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

15000 HOOK BLVD. VICTORVILLE, CA 92394

BUILDING 2 N.I.C. BUILDING 1 N.I.C.

x

x

LIMIT OF WORK

SCHOOL DISTRICT:

x

LIMIT OF WORK

(N) F IRE L ANE

x

NEW SERVICE YARD

4

x

x

x

x

x

x

x

1-1/4"

x

x

ALIGN

ARLETTE DRIVE

x

x

4

LIMIT OF WORK

x

x

x

x

DN

6

x

x x

x

x

x

10

LIMIT OF WOR K

x

DF-2 9

NOT FOR CONTRUCTION USE

1-1/2" MEDIUM PRESSURE GAS LINE BELOW GRADE

EXISTING PARKING STRIPING TO REMAIN

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

HOOK BLVD

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

PLUMBING SITE PLAN ORIGINAL SCALE

PLUMBING SITE PLAN 1" = 40'-0"

0

1

1"

Project Number JOB NO.: SHEET NUMBER:

P-101

2"

1

LIGHT CONTROL 105

3"CW TERMINATE 5'-0" FROM EXTERIOR WALL. FOR CONTINUATION SEE CIVIL DRAWINGS

WHEELCHAIR ALCOVE 101

3 2

4

12

C

OD STORAGE 109

11 SD 1

10

3 4

SOV IN YARD BOX

13

2

RHB-1

OFFICE 108

9

STAGE STAIR 2

KEY NOTES:

4

3

2

C

SD OD

1

1

4"SD & 4"OD DOWNSPOUTS UTR, DN & OFFSET ABOVE CEILING

2

4"SD DN IN WALL & OFFSET BELOW GRADE

3

4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

4

4"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6" ABOVE FINISHED FLOOR

5

GAS LINE UTR TO AC UNIT, SEE SIZE ON PLAN

6

GAS REGULATOR

7

4" EARTHQUAKE SOV

8

3/4" CONDENSATE DRAIN UTR

9

3" CW OFFSET ABOVE CEILING

10

3"SD & 3"OD DOWNSPOUTS UTR, DN & OFFSET ABOVE CEILING

11

3"SD DN IN WALL & OFFSET BELOW GRADE

12

3"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6" ABOVE FINISHED FLOOR

13

3/4" CW DOWN IN WALL

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292 design@csdarchitects.com T:310.821.9200 F:310.821.9201

ARCHITECT STAMP

6" WASTE LINE TERMINATE 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS

DN

DN CO

8

3/4"

CO

CO 5

8 3/4" CD

1 -1/2" (250 CFH) RHB-1

.

TYP.

3/4"

5

MUSIC DRAMA 1 106

3/4"CW, 3"W, & 2"V BELOW GRADE, FOR CONTINUATION SEE SITE PLAN

TYP

2%

1-1/4" (150 CFH)

STAGE 103

G

MULTI-PURPOSE ROOM 100

1-1/4" (150 CFH) CO 2" (400 CFH) OPERABLE PARTITION POCKET 107C

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

8

3/4"

8

8

5

5 MUSIC DRAMA 2 107

5

2" (650 CFH) 2%

1" CD

1-1/4" (150 CFH)

NOT FOR CONTRUCTION USE

1-1/2" (250 CFH)

1-1/2" (250 CFH)

.

3/4" CD

CO

8

AUTHORITY APPROVAL

TYP

2-1/2" (900 CFH)

DN

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

BOYS RESTROOM 110

4

DN

CONSULTANT STAMP

2 PA-410

5

3/4"

3

CREATIVE DESIGN

ALIGN

DN

G

2%

.

CONSULTANT

04-112177

OD 2 SD

1-1/2" (300 CFH)

10

1

1/2"

3/4"

1"

AV ROOM 104

13

.

3/4"

.

.

10 P501

CART STORAGE 123

3" V BELOW GRADE TABLE STORAGE 102

10 P501

TYP.

RHB-1

SCHOOL DISTRICT:

TYP.

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

JANITOR 113

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

3 SD

SD

KITCHEN 114

4" 3" VENT BELOW GRADE 11 GI-1 P501

SAMPLE BOX

SERVICE YARD 124

SS

GIRLS RESTROOM 111

4" 49 RHB-1 RHB-2

FLS

B

SD/WASTE INVERSION DRAIN 3" V BELOW GRADE

.

AC DATE

3/4" CD

SD/WASTE INVERSION DRAIN

TRASH ENCLOSURE 125

TYP.

CO

B RHB-1

STAGE STAIR 1

HOOK JR HIGH SCHOOL NEW FACILITIES

OFFICE 120

15000 HOOK BLVD. VICTORVILLE, CA 92394

SERVING ROOM 112

KEY PLAN .

.

GW

4" GAS BELOW GRADE (2389 CFH)

DRY STORAGE 117

4" 7

A

RHB-1

STAFF LOCKERS 119

2%

G

RHB-1

WALK-IN REF 116

WALK-IN FREEZER 115

4 PA-410

CART CHARGING 122

6

A

A RHB-1 FCO

1-1/4" MPG, FOR CONTINUATION SEE SITE PLAN

ELECTRICAL ROOM 121

STAFF TOILET 118

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

1

2

3

MULTI-PURPOSE PLUMBING FLOOR PLAN

4

MULTI-PURPOSE PLUMBING FLOOR PLAN 1/8" = 1'-0"

1 ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

PA-111

2"

1

KEY NOTES (STAFF'S RESTROOM):

3

2

1

3/4" CONDENSATE DRAIN DTR

2

3/4" INDUSTRIAL COLD WATER DTR

3

3" PVC VENT DTR, PROVIDE RAIN CAP

4

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

3" PVC AIR INTAKE DTR, PROVIDE RAIN CAP

4

C

3"RD-1 3"OD-1 (237 SF)

design@csdarchitects.com T:310.821.9200 F:310.821.9201

C

4"RD-1 4"OD-1 (2061 SF)

4"RD-1

ARCHITECT STAMP

4"OD-1 (2061 SF)

AC-7 (10 TONS) 1 1

1-1/2" GAS DTR

3"RD-1 3"OD-1 (263 SF)

AC-3 (6 TONS)

1-1/4" GAS DTR

CONSULTANT

3"RD-1 3"OD-1 (260 SF)

CREATIVE DESIGN

AC-5 (6 TONS)

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

AC-8 (10 TONS)

1-1/4" GAS DTR

4" V. DTR

CONSULTANT STAMP

1 1-1/2" GAS DTR

1

AC-2 (5 TONS)

NOT FOR CONTRUCTION USE

1

1-1/2" GAS DTR 1 1-1/4" GAS DTR

CU 2 3"OD-1 3"RD-1

AUTHORITY APPROVAL

AC-9 (10 TONS)

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

04-112177

UPPER ROOF 4"OD-1 4"RD-1 (2061 SF)

4"OD-1 4"RD-1 (2061 SF)

(119 SF)

B

4"RD-1 4"OD-1 (1062 SF)

1-1/4" GAS DTR

4"RD-1 4"OD-1 (1062 SF)

AC-4 (6 TONS) MUA 1

AC DATE

3"OD-1 3"RD-1 (345 SF)

FLS

SS

B

3" V DTR 3/4" DRAIN DTR 1-1/4" GAS DTR 3

1

2

SCHOOL DISTRICT:

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

AC-6 (7.5 TONS) 4

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

1

HOOK JR HIGH SCHOOL NEW FACILITIES

1-1/4" GAS DTR

15000 HOOK BLVD. VICTORVILLE, CA 92394

4" V. DTR

3" V DTR

KEY PLAN 3" V DTR

LOWER ROOF

3"OD-1 3"RD-1 (260 SF)

A 3"OD-1 3"RD-1 (235 SF)

4"OD-1 4"RD-1 (1062 SF)

3" V. DTR CU 1

A

4"OD-1 4"RD-1 (1062 SF)

A

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

1

2

3

MULTI-PURPOSE PLUMBING ROOF PLAN

4

MULTI-PURPOSE PLUMBING ROOF PLAN 1/8" = 1'-0"

1 ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

PA-131

2"

4" OD

5" OD

4" SD

KEY NOTES:

4" OD

4" SD

2% 5" SD

3" OD & SD TO UPPER CANOPY 5" OD ON TOP OF 5" SD ON INTERIOR WALL, OFFSET BELOW WINDOW

3/4" CW DOWN TO RHB

4" SD & OD IN SOFFIT

3" OD 3" SD 3" OD & 3" SD TO UPPER CANOPY

2%

3" OD 3" SD

3" SD 3" OD

3" SD 3" OD

2%

2%

3" OD & SD TO LOWER CANOPY

3" SD & OD IN LOWER CANOPY

3" SD & OD IN LOWER CANOPY

4" OD

5" SD

4" SD

5" OD

GYM EAST WALL SECTION 1/8" = 1'-0"

5

3

1

3"SD & 3"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

2

3"SD DOWN AND OFFSET BELOW GRADE

3

3" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

4

3"OD DOWN, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR

5

4"SD & 4"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

6

4"SD DOWN AND OFFSET BELOW GRADE

7

4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

8

4"OD DOWN, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR

9

5"SD & 5"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

10

5"SD DOWN AND OFFSET BELOW GRADE

11

5" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

12

5"OD DOWN, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR

design@csdarchitects.com T:310.821.9200 F:310.821.9201

ARCHITECT STAMP

7

6

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

3 PB-111

3 2

2 4

K

DF ALCOVE 202

SD

OD

RHB-1

1

SD

11

12 SD

OD

5

1 3/4" CW DOWN TO RHB

5

J

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

CONSULTANT STAMP

5"OD ON TOP OF 5"RD

6

7

CREATIVE DESIGN

FOR CONTINUATION SEE FLOOR PLAN

1

SIM.

OD

3"RD-1 3"OD-1 (170 SF)

J

RHB-1

7

VESTIBULE 215 OD

CONSULTANT

UPPER CANOPY

SD 5

PB-111

1

STORAGE 201

10 6

K

SD

7

VESTIBULE 224

RHB-1

3

4

OD 1

J

7

3

NOT FOR CONTRUCTION USE

JANITOR 223

8 SPORT EQUIP. STOR. 217

AUTHORITY APPROVAL

I BOYS LOCKER ROOM 216 OFFICE 218

3 PB-410

04-112177

GYMNASIUM 200 12

ELECTRICAL 220

9

5" SD & OD DOWN IN FRONT OF WALL, OFFSET BELOW WINDOWS

FACULTY RESTROOM 210

H

1 1

3"OD-1 3"RD-1

5"OD ON TOP OF 5"RD

(336 SF)

11

WATER HEATER RM 209

10

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

G

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

HOOK JR HIGH SCHOOL NEW FACILITIES

SD

OD

F

GIRLS LOCKER ROOM 207 OFFICE 211

15000 HOOK BLVD. VICTORVILLE, CA 92394

F

F GIRLS SHOWER 208

SS

SCHOOL DISTRICT:

9

G

FLS

H

9

9

G

AC DATE

5"OD ON TOP OF 5"RD

VENDING MACH. ALCOVE

H LAUNDRY 214

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

1 PB-410

BOYS SHOWER 221

FACULTY RESTROOM 219

I

I

BOYS RESTROOM 222

KEY PLAN

5"OD ABOVE 5"SD, OFFSET BELOW WINDOW

UPPER CANOPY

B

VENDING MACH. ALCOVE 2 PB-410

GIRLS RESTROOM 206

E

3"OD-1 3"RD-1 (290 SF)

E

E

RHB-1

7

8

SPORT EQUIP. STOR. 212

3" OD & SD, FOR CONTINUATION SEE LOWER CANOPY 2/PB-111

JANITOR 205 3" SD ON TOP OF SD

SD

OD

6

VESTIBULE 213 5

D

FOR CONTINUATION SEE FLOOR PLAN

6

5

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

5

8

VESTIBULE 204

RHB-1

10

OD

12 11

RHB-1

D

D

1 SD

3/4" CW DOWN IN WALL TO HB

7

COPYRIGHT:CSDA ARCHITECTS 2011

DF ALCOVE 203

SHEET TITLE

7

5

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

6

GYMNASIUM PLUMBING FLOOR PLAN

7

ORIGINAL SCALE 0

GYMNASIUM PLUMBING FLOOR PLAN 1/8" = 1'-0"

1

GYMNASIUM PLUMBING ROOF PLAN - LOWER CANOPY 1/8" = 1'-0"

2

1"

Project Number JOB NO.: SHEET NUMBER:

PB-111

2"

KEY NOTES (STAFF'S RESTROOM): 1

3/4" CONDENSATE DRAIN DTR

2

3/4" INDUSTRIAL COLD WATER DTR

3

3" PVC VENT DTR, PROVIDE RAIN CAP

4

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

3" PVC AIR INTAKE DTR, PROVIDE RAIN CAP

design@csdarchitects.com T:310.821.9200 F:310.821.9201

ARCHITECT STAMP

5

7

6 3 PB-111

K

K 3"OD-1 3"RD-1 (220 SF)

3"OD-1 3"RD-1 (220 SF)

CONSULTANT

4"RD-1 4"OD-1 (1444 SF)

J

3"RD-1 3"OD-1

CREATIVE DESIGN

J

(178 SF) 4"RD-1 4"OD-1 (1444 SF)

3" RD-1 3"OD-1 (124 SF)

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

4"RD-1 4"OD-1 (1188 SF)

CONSULTANT STAMP

NOT FOR CONTRUCTION USE

4" VENT DTR

AUTHORITY APPROVAL

MUA 1

I

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

I

04-112177

4" V. DTR

1

2 AC DATE

1-1/2" GAS DTR 4" V. DTR

FLS

SS

1 3"RD-1 3"OD-1

2"GAS DTR

(874 SF)

H

SCHOOL DISTRICT: CU 3

3"OD-1

5"OD-1 5"SD-1 (2376 SF)

LOWER ROOF

3"RD-1 (124 SF)

4" V. DTR

5"OD-1 5"SD-1 (2376 SF)

3

1 4

1-1/4" GAS DTR

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

UPPER ROOF

MUA 2

F

AC 1 4" V. DTR

2

G

UPPER CANOPY

5"OD-1 5"RD-1 (2888 SF)

G

H

AC 10

HOOK JR HIGH SCHOOL NEW FACILITIES

F

1-1/2" GAS DTR

1

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

15000 HOOK BLVD. VICTORVILLE, CA 92394

KEY PLAN

B 1

4" VENT DTR

2" GAS DTR

E

E AC 11

4" VENT DTR

4"OD-1 4"RD-1 (1188 SF)

4"OD-1 4"RD-1 (1444 SF)

3"OD-1 3"RD-1 (92 SF)

4"OD-1 4"RD-1 (1188 SF)

D

D

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011 SHEET TITLE

GYMNASIUM PLUMBING ROOF PLAN ORIGINAL SCALE 0

5

6

7

1"

Project Number JOB NO.: SHEET NUMBER:

GYMNASIUM PLUMBING ROOF PLAN 1/8" = 1'-0"

1

PB-131

2"

KEY NOTES (STAFF'S RESTROOM): 3

2

1-1/2" (300 CFH)

OD

5

14

2-1/2" (900 CFH)

10

G

11

4

3"SD & 3"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

2

3"SD DN IN WALL & OFFSET BELOW GRADE

3

3" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

4

3"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6" ABOVE FINISHED FLOOR

5

4"SD & 4"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

6

4"SD DN IN WALL & OFFSET BELOW GRADE

7

4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

8

4"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR

9

2" CW & 3/4" HW DOWN IN WALL TO CW HEADER, RUN 3/4" CW & HW TO LAV, 1/2" CW TO TRAP PRIMER TO FLOOR DRAIN, 1-1/2" CW TO WC, AND 3/4" CW TO HOSE BIBB, PROVIDE SOV AND ACCESS PANEL.

10

2"CW DOWN IN WALL TO 2" CW HEADER, RUN 1-1/2" CW TO EACH WC, PROVIDE SOV AND ACCESS PANEL

11

1" CW & 1" HW DOWN IN WALL, RUN 3/4" CW & HW TO EACH FAUCET

12

4" GAS UP IN WALL OFFSET ABOVE CEILING

13

GAS SELENOID VALVE

14

2" GAS DOWN IN WALL

15

1-1/4" GAS CONNECT TO RANGE WITH SOV

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.

19

GAS LINE UP THROUGH ROOF TO AC UNIT, SEE SIZE ON PLAN

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)

33

3/8"RL & 5/8"RS(INSULATED) UP TO ROOF

34

1/2" HW DOWN IN WALL AND OFFSET BELOW GRADE

35

3/4" CW BELOW GRADE, FOR CONTINUATION SEE SITE PLAN

36

2" VENT BELOW GRADE, FOR CONTINUATION SEE SITE PLAN

37

3/4" CW DOWN IN WALL OFFSET BELOW GRADE

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

8 6

10

1

7

DF-1

design@csdarchitects.com T:310.821.9200 F:310.821.9201

SD

B

CW & HW UP OFFSET ABOVE HIGH CEILING

6

TP

1-1/2"

FCO

5

8 1%

S-3

3" (1200 CFH)

FD-1

2" . 2%

OD SD

26

3" VTR

28

2"

3" VTR

24

24

19

S-6

G

3/4" CD

02 25

05

SS-2

22

20

ICW

ICW

TP

21

29 WH-2

30

1-1/4" (132 CFH)

17

19

17

FS-1

.

16

21

13

TP

1-1/4" (224 CFH) WC-1 19

FS-1

WCO

4" (2389 CFH) S-4

TP

32

6"

SPILL INTO FS WC-1

42

FD-1

3" VTR

10

34

UR-1

44 FS-1

FCO FD-1

27

3/4"

TP

SPILL INTO FS WC-1

11

28

1%

GW

.

GW

TP

WC-1

42 TP

3" VTR

WF-1

47

FD-1 TP

1

1"

10 4"

FS-1

HB-2

WCO

TP

OD

HS-1 2 RHB-1

TP

SD

SPILL INTO FS

G

WC-2

4

FD-1 12

3

SPILL INTO FS 28

42

MPR - BOY'S RESTROOM

1%

44 FS-1

4 1/4" = 1'-0"

.

TP

2

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

04-112177 AC DATE

FLS

SS

41

FC 1 3" VTR

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT HOOK JR HIGH SCHOOL NEW FACILITIES

8 5

WC-2

SCHOOL DISTRICT:

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

34

L-2

AUTHORITY APPROVAL

3 1

5

NOT FOR CONTRUCTION USE

FD-1

41

HS-2

.

UR-1

4" VTR

28

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

CONSULTANT STAMP

4"VTR

WC-1

27

2%

UR-2

FD-1

TP

28

41 26

CONSULTANT

CREATIVE DESIGN

2" (574 CFH)

3/4"

WF-1

11

G 2-1/2"(990 CFH)

OD

FD-1

24

CO

G S-5

31

WC-2

2" (416 CFH)

6

4

1

FD-1

14

1

SD

TP

1-1/4" (164 CFH)

TP

36

2

3/4" CD

18

3" (1399 CFH)

4"

1%

ARCHITECT STAMP

RHB-1

37

47

15

20

8 7

CO

TP 1-1/2" (252 CFH)

1-1/4" (120 CFH)

35

1

.

36

20

9 P501

2%

1-1/2" (350 CFH)

FD-1

TP

20

3/4" CD

FD-1

3

28

14

HS-1

4"

44

24

1-1/4" (200 CFH)

23

SPILL INTO FS

FS-1

HS-1

4

1-1/2"

42

TP

05 TP FS-1

1" CD

18

41

19 1-1/4" (150 CFH)

1-1/4" (199 CFH)

32

34

14

3

.

OD

27

7

SD

1-1/4" CD

5

B

1

4

15000 HOOK BLVD. VICTORVILLE, CA 92394

7

FD-1

KEY PLAN

A

OD

A

6

8

RHB-1 6

SD

32

9

31

A

7 .

1%

4" W FCO

PLUMBING KITCHEN SCHEDULE

4

3

2

SCHEDULE OF FOOD SERVICE EQUIPMENT PLUMBING

MPR - KITCHEN AND FOOD SERVICE AREA 1/4" = 1'-0"

4

ITEM DESCRIPTION

BRAND AS SPECIFIED

MODEL NUMBER

ITEM No.

No. REQ'D

2

1 LOT

24" X 48" MOP SINK WITH FAUCET AND MOP HANGER

4

1

WATER HEATER ON 6"MIN. HIGH STAND OR LEGS

5

3

WALL MOUNTED HAND SINK

ADVANCE TABCO

7-PS-20

6

1 LOT

U.L. 300 LISTED FIRE SUPRESSION SYSTEM FOR ITEM #15

CAPTIVEAIR

PIRANHA

9

1

STAINLESS STEEL THREE COMPARTMENT SINK

FABRICATED

SEE DRAWINGS

10

1

2 HP. DISPOSER WITH 18" CONE

IN-SINK ERATOR

SS-200-15A-AS101

11

1

PRE-RINSE SPRAY FAUCET

FISHER

2210-1WB

1/2"

1/2"

14

1 LOT

STAINLESS STEEL WORK TABLE WITH PREP SINK (ACCESSIBLE)

FABRICATED

SEE DRAWINGS

1/2"

1/2"

17

1

RANGE WITH FOUR BURNERS AND OVEN INSTALLED ON CASTERS

VULCAN

V4B36C

18

1

WALL MOUNTED POT FILLER FAUCET

T&S

B-0605

19

1

DOUBLE DECK GAS CONVECTION OVER WITH CASTER

VULCAN

SG44D

20

1

DOUBLE DECK STACKED CAS COMBI OVEN WITH FILTER

HOBART

CG10F1

21

1

STAINLESS STEEL TABLE WITH PREP SINK (ACCESSIBLE)

FABRICATED

SEE DRAWINGS

27

1

EVAPORATOR FAN FOR WALK-IN REFRIGERATOR

COOLTEC

28

1

EVAPORATOR FAN FOR WALK-IN FREEZER

32

1

36

WEST STAR INDUSTRIES

MPS1-2044

WATER HOT 1/2"

WASTE COLD 1/2"

DIR 3"

REMARKS

GAS INDIR

SIZE

MBTU 120^ MINIMUM HOT WATER DEMAND, 10GPH, SEE SPEC FOR FAUCET AND MOP HANGER REFER TO PLUMBING ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION

1/2"

1/2"

1-1/2"

120^ MINIMUM HOT WATER DEMAND, 5GPH, WITH INSULATED WASTE AND WATER LINES

1" 1/2"

DEDICATED WATER LINE FROM BUILDING MAIN

1/2" 1/2"

2" 120^ MINIMUM HOT WATER DEMAND, 45GPH. 1-1/2"

NEMA 5-15P PLUG. 120^ MINIMUM HOT WATER DEMAND, 10GPH. 3/4"

164K

NEMA 5-15P PLUG.

3/4"

120K

NEMA 5-15P PLUG.

(2)3/4"

60K

J-BOX ELECTRICAL CONNECTION

3/4"

(2) 1"

1/2"

1-1/2"

NEMA 5-15P PLUG. 120^ MINIMUM HOT WATER DEMAND, 10GPH.

ADT156AEK

3/4"

DRAIN TO FLOOR SINK

COOLTEC

LET140BEK

3/4"

DRAIN TO FLOOR SINK, INSTALL HEAT TAPE ON DRAIN

STAINLESS STEEL PREP TABLE WITH TWO SINKS

FABRICATED

SEE DRAWINGS

1 LOT

ICE MACHINE WITH ICE STORAGE BIN AND FILTER

HOSHIZAKI

KM-901MAH, B800SF

40

1

WALL MOUNTED HAND SINK (ACCESSIBLE)

ADVANCE TABCO

7-PS-25

1/2"

41

1 LOT

MODULAR MILLWORK SERVING LINE SYSTEM

LOW TEMP INDUSTRIES

CUSTOM

(4) 1/2"

42

4

3 WELL DROP-IN HOT FOOD WARMER

LOW TEMP INDUSTRIES

QSCHP-3

(4) 3/4"

POWER PROVIDED AS PART OF ITEM #41

44

4

2 WELL DROP-IN SELF CONTAINED COLD PAN

LOW TEMP INDUSTRIES

DI-2037TA

(4) 3/4"

POWER PROVIDED AS PART OF ITEM #41

47

2

DROP-IN PASS-THRU DISPLAY REFRIGERATOR.

LOW TEMP INDUSTRIES

CSDR-DI-60P

(2) 3/4"

POWER PROVIDED AS PART OF ITEM #41

49

1

WALL MOUNTED HOSE REAL ASSEMBLY

T & S BRASS

B-1439

NEMA 5-15P PLUG. 1/2"

1/2"

1/2"

(2) 3/4"

RUN WATER LINE TO FILTER THEN TO UNIT CONNECTION

COPYRIGHT:CSDA ARCHITECTS 2011

MULTI-PURPOSE ENLARGED PLUMBING PLANS ORIGINAL SCALE

1-1/2" U.L. LISTED ASSEMBLY

1/2"

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

SHEET TITLE

1/2"

1/2"

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

120^ MINIMUM HOT WATER DEMAND, 10GPH.

0

1"

Project Number JOB NO.: SHEET NUMBER:

PA-410

2"

3/4"CW(3) 3/4"CW(3) CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

1/2"HW

design@csdarchitects.com T:310.821.9200 F:310.821.9201

1"CW9) RHB-1 3/4"CW(6)

RHB-1

1"CW(12)

RHB-1 RHB-2

ARCHITECT STAMP RHB-1 ICW

2"CW(44)

MUA-3

3'CW(205) 2"CW(56) 1-1/2"HW(38)

1-1/2"HW(21) . .

.

. . . 3/4"CW(3)

.

RHB

1-1/2"CW(38) 1-1/2"HW(38)

2"CW(44) 3/4"HWR 3/4"CW(2) 3/4"HW(2)

WH-2

SS

3/4"CW(4) 3/4"HW(4) HS

3/4"HW(1)

2"CW(41) 3/4"HWR 3/4"HW(1)

LAV

. 3/4"CW(6) 3/4"HW(6)

PREP SINK 3/4"CW(4) 3/4"HW(4)

1"HW(6)

3"CW (205) FOR CONTINUATION SEE CIVIL DRAWING

.

.

FD

AC-3 (150) .

.

DF-2

FS

FD FD

FS

WC

. FS

DF-1

.

WC TP

FS FS

FD

HS

CONSULTANT STAMP

AC-2 (150)

FD

1"HW(9) HS

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

1-1/4"

HS

2-COMP SINK 3/4"CW(2) 3/4"HW(2)

CREATIVE DESIGN

WF

3/4"CW(2) 3/4"HW(2)

3/4"CW(4) 3/4"HW(4)

CONSULTANT

RHB-1

DISPOSER FD

2"CW(41) 3/4"HW(1)

FD

SOV

3/4"CW(4) 3/4"HW(4)

2"CW(40)

WC

. .

PREP SINK

FS

RHB-1

2-1/2"CW(74) 1-1/4"HW(21)

3-COMP SINK

3/4"CW(2) 3/4"HW(2)

..

3"CW(205) 1-1/4"HW(15)

1"CW(10)

3/4"CW(2) 3/4"HW(2)

2-1/2"CW(134) 1-1/4"HW(15)

1-1/4"

FD

TP

NOT FOR CONTRUCTION USE AC-5 (150)

FS

TP

AC-7 (250)

2-1/2"CW(125)

FS

1-1/4"

3/4"CW(6) 3/4"HW(6)

FD

WC 1-1/2" (300) WC WC

FS

AUTHORITY APPROVAL

1-1/2"

WC

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

AC-9 (250)

FD

WC FD

WF

AC-8 (250)

1-1/2"

RHB-1

04-112177

TP

TP

AC DATE

2" (400) 2" (560)

MPR - 3D CW & HW RISER

FLS

SS

1-1/2"

2-1/2" (900)

1 3" (1200)

MUA-3 (200)

SCHOOL DISTRICT:

AC-4 (150)

3" (1399)

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

1-1/4" (200) 4" (2389)

1-1/4" (150) 2-1/2" (990)

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

AC-6 (224)

GAS REGULATOR

HOOK JR HIGH SCHOOL NEW FACILITIES

1-1/2" (350)

WH-2 (199) GAS SELENOID VALVE FOX DRAIN

EARTHQUAKE SOV

15000 HOOK BLVD. VICTORVILLE, CA 92394

1-1/4"

DOUBLE DECK OVEN (132) 1-1/4" COMBI OVEN (120)

2" (416)

KEY PLAN

1-1/4"

1-1/4"

RANGE (164)

1-1/2" (252)

MPR - 3D GAS RISER 4"

3 A

FOX DRAIN FCO

WH SS 3-COMP SINK FCO

FCO

HS

FD

4"

4"(12)

4"(68)

FOR CONTINUATION SEE CIVIL DRAWING

3"(12) DISPOSER

FD FS

WF

FS

3"(5), (TYP.) FD

UR

HS

UR

3" (3)

UR WC FD

LAV

DF-1

4"(20) FD

6"(189)

DF-2

FD

FS

HS

FD, 2"(4)

WC

FS

FD FS

2"(1) FD FS

HS 4"(11)

WC

FS

4"(52)

4"(6), (TYP.)

4"(26) 4"(32)

FS

FCO

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011

WCO

FD

WC

FS WC WC WF

SHEET TITLE

4"(6), (TYP.)

WC

MPR - 3D PLUMBING RISER DIAGRAMS

FD

WC

4"(105) FD

4"(118)

3" (3)

ORIGINAL SCALE 0

1"

4"(79) FCO

MPR - 3D WASTE & VENT RISER

2

Project Number JOB NO.: SHEET NUMBER:

PA-411

2"

KEY NOTES :

5

FACULTY RESTROOM 219

H FD-1 L-2

WC-2

FD-2

TP

SH-2 9

4"SD & 4"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

20

GAS REGULATOR

2

4"SD DN IN WALL & OFFSET BELOW GRADE

21

4"SD DN IN WALL & OFFSET BELOW GRADE

3

4" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

22

1" ICW DOWN TO BFP, DRAIN TO SERVICE SINK

4

4"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR

23

BFP, DRAIN TO SERVICE SINK

5

5"SD & 5"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

24

1" ICW UTR

6

5"SD DN IN WALL & OFFSET BELOW GRADE

25

2' VENT DOWN IN WALL OFFSET MIN 6" ABOVE THE FLOOD LEVEL RIM OF THE WASH FOUNTAIN WF-1

7

5" SD BELOW GRADE EXTEND 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS.

26

TEMPERATURE MIXING VALVE WITH SOV. PROVIDE ACCESS PANEL

8

5"OD DN IN WALL, OFFSET & SPILL ON GRADE AT 6' ABOVE FINISHED FLOOR

27

3/4" HWR DOWN TO CICULATING PUMP

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 SOV AND ACCESS PANEL

28

2-1/2" CW & HW DOWN TO WATER HEATER

29

3" PVC VENT UTR

10

2"CW DOWN IN WALL TO 2"CW HEADER, RUN 1-1/2" CW TO EACH WC, PROVIDE SOV AND ACCESS PANEL

30

3" PVC AIR INTAKE UTR

11

3/4" CW & HW DOWN IN WALL, OFFSET INTO LOWER WALL & RUN 3/4" CW & HW TO EACH WASH FOUNTAIN FAUCET

31

3"SD & 3"OD DOWNSPOTS UTR, DN & OFFSET ABOVE CEILING

OD

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.

FCO 5

4"W

4"VTR

LAUNDRY 214

FD-1

CWA

3"ø 7

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292 design@csdarchitects.com T:310.821.9200 F:310.821.9201

TP

8

1

2"CW

12

1-1/4" TEMPERED WATER DOWN IN WALL, RUN 3/4" TW TO SERVE SHOWER (TYP.9)

6 13 SD

2" VENT BELOW GRADE

TP

1"HW

WC-1

L-2

TP FD-1

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

36

2" VENT DOWN IN SOFFIT, OFFSET BELOW GRADE

17

1 1/2" GAS DOWN TO WATER HEATER W/SOV

37

3/4" CW, 3" WASTE, & 2" VENT BELOW GRADE, FOR CONTINUATION SEE SITE PLAN P-101

18

3/4" CONDENSATE DRAIN UTR

19

1-1/4" CONDENSATE DRAIN DOWN IN WALL AND SPILL INTO SERVICE SINK

9

FD-2 SH-2

CO

18

3" STAND PIPE FOR CWA

F

ARCHITECT STAMP

FACULTY RESTROOM 210

CREATIVE DESIGN

GYM - FACULTY RESTROOM

3

1/4" = 1'-0"

5

CONSULTANT

5

6

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

6

CONSULTANT STAMP FS-1 3

6"WASTE TERMINATE 5'-0" VESTIBULE FROM224 EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS

J

4

SD

WH1

J

1

1 VESTIBULE 215

FD-1

2

TYP.

13

FD-1

26

TP 16

TYP. 24

4" VTR

TP

GIRLS SHOWER 4" VTR 208 FD-1

CO JANITOR 223 1-1/4" CD

18

13 SS-1

FD-1

ICW 23

22

2-1/2" (1149 CFH)

WF-1

24 ICW

BOYS LOCKER ROOM 216

TP

4" VTR

13

TP UR-2

FD-1

3/4" CD

10

E

18

WC-2 13

TP SH-2

TP

SPORT EQUIP. STOR. 212

FD-2

1-1/2" (400 CFH)

FD-1 FCO TW

26

TP

DF-1

H

TP

G

36

2

TP

35

DF-1

OD

ICW

13

37

12

1 ELECTRICAL 220

VESTIBULE 213

TP

OD

1

FD-1 3/4" CW UP OFFSET HIGH AS POSSIBLE

31 EARTHQUAKE SOV

15

20

1-1/2"

TP

WH-1

FS-1

ST 1

SOV IN YARD BOX

FCO 3"CW TERMINATE 5'-0" FROM EXTERIOR WALL, FOR CONTINUATION SEE CIVIL DRAWINGS

17

5

6

GYMNASIUM ENLARGED PLUMBING PLANS

3" CW UP IN WALL OFFSET ABOVE CEILING

14

G

33

2" (799 CFH)

5

SD

1-1/4" (199 CFH) 32

D SHEET TITLE

8

6 HB-1

G

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011

D

FC 3

4"

LAUNDRY 214

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

FD-1

SD

FD-1

JANITOR 205

FD-1

FD-1

FD-1

1-1/2"

1" CD

TP

3

BOYS SHOWER 221

SH-1 (TYP.8)

SS-1 G

4" VTR

4

1-1/4"

FACULTY RESTROOM 219

WC-1

TP

16

TYP.

B

G

3/4" CD

2" (600 CFH)

E

13 FD-1

12

FD-1

4"

15000 HOOK BLVD. VICTORVILLE, CA 92394

KEY PLAN

TP WC-1

WF-1

HB-2

4" VTR

FCO

GIRLS RESTROOM 206

FD-1 BOYS RESTROOM 222

FD-1

FD-1

WC-1

HOOK JR HIGH SCHOOL NEW FACILITIES

WC-1

3" (1544 CFH)

TP

TYP.

18

11

WC-1

13

13

CO

25

TP

1-1/4" (200 CFH)

TP

3/4" CD

4" 1-1/2" (400 CFH)

25

18

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

10

11

16

OFFICE 218

TP FD-1 18

FD-1

FD-1

WC-2

16

I

UR-1

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

12

OFFICE 4" VTR 211

4"

13

SS

SCHOOL DISTRICT:

GIRLS LOCKER ROOM 207

UR-1

TP

I

FLS

TP SH-2

G

19

FD-1

AC DATE

FD-2

TP

3/4' CD

TP 13

F

FD-1

1-1/2"

1-1/4" (200 CFH)

FD-1

SPORT EQUIP. STOR. 217

H

SH-1 (TYP.8)

TP

3 4

04-112177

1" CD

TP

4"

DF-1

ICW 2-1/2" (949 CFH)

DF-1

FD-1 WCO

12

1-1/4" (150 CFH)

FACULTY RESTROOM 210

F

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

G

13

OD

2" (799 CFH)

3/4" CD

18

OD

SD

13

16

AUTHORITY APPROVAL

30 WATER HEATER RM 209

CO

FD-1

TP

8 P501

29

TP FD-1

31

NOT FOR CONTRUCTION USE

28 G

3/4"CW UP OFFSET HIGH AS POSSIBLE

G

LAUNDRY 214

2

CW DOWN IN FRONT OF WALL OUT TO HB

HB-2

G

ST-1

VESTIBULE 204

7

6

ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

GYM - MEN'S LOCKER ROOM 1/4" = 1'-0"

1

GYM - WOMEN'S LOCKER ROOM 1/4" = 1'-0"

2

PB-410

2"

MUA-1 (200 CFH) AC-10 (400 CFH) 6"(218)

DF

6" WASTE, FOR CONTINUATION SEE CIVIL DRAWING

1-1/4" 1-1/2"

2"(1)

FD FD

UR

2"(4)

FD

SS

2"(25)

UR

WC

2"(4)

4"(6), (TYP.)

FD

3"(12)

3"(3)

MUA-2 (200)

FD

FD 2"(4)

FD

AC-11 (400)

FD

2"(4)

3"(1)

1-1/4"

WC

3"(16) 2"(4)

design@csdarchitects.com T:310.821.9200 F:310.821.9201

2"(600)

WF

DF WCO

3"(5), (TYP.)

UR FD

3"(29) FD

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

2"(4)

AC-1 (150 CFH)

3"(8)

2-1/2" (499)

1-1/4"

WH-1 4"(127)

FD

WH-1 (199) 1-1/4"

FD 2"(4)

FCO

3"(4) FD

1-1/4"

FCO FS FD

FD

4"(6), (TYP.) FD

3"(20) FD

2"(4)

FD FD

3"(3) SS

FD, 2" (4)

WF

DF

2"(4)

2"(4)

2"(1)

3"(3)

FD

WC, 4' (6) LAV, 2"(1)

WC

3"(12)

FD

FCO

FD, 2" (4)

WC WC

2"(4)

2"(4)

FD

WC

2"(4)

FD

4"(37)

WC

FD

2"(4)

FD, 2" (4)

ARCHITECT STAMP

3" (1549)

2"(4)

CWA, 3" (3)

LAV, 2"(1)

4"(58)

4"(65)

4"(61) WC, 4' (6)

2-1/2" (1149)

4"(62)

2"(4)

2"(4)

FD, 2" (4)

4"(8)

3"(4) FD

FD FD

FCO

CONSULTANT

2"(4)

FD

2"(4)

GAS REGULATOR

2"(4)

CREATIVE DESIGN

EARTHQUAKE SOV

3/4"CW(3)

DF

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

FD

2"(4)

GYM - 3D GAS RISER

2"(4)

CONSULTANT STAMP

3

FCO

NOT FOR CONTRUCTION USE

3/4"CW(3)

AUTHORITY APPROVAL

RHB

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

04-112177 TO DF-2

AC DATE

FLS

SS

3/4"CW(6)

GYM - 3D WASTE & VENT RISER

2

RHB

1/2"CW(1)

SCHOOL DISTRICT:

1"CW(7)

1"CW(11)

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

3/4"CW(3) 3/4"HW(3)

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

BFP MUA-1

DF .

ICW

. .

FD

3/4"CW(4)

SS

15000 HOOK BLVD. VICTORVILLE, CA 92394

1-1/2"CW(36) TO TW 1-1/2"HW(36) TO TW

SH

WC

FD

1"CW(106)

3/4"CW (3)

KEY PLAN 2"HW(104)

3/4"CW(6) 3/4"HW(6)

FD

FD

WC

SH

SH

WF

.

SH

FD DF-1 RHB

HOOK JR HIGH SCHOOL NEW FACILITIES

2"CW(70)

1"CW(20)

FD

1/2"CW(1)

SH

SH

SH

SH

. .

2"CW(104) SH

B 3/4"CW(3) HWR

FD

FD 2"CW(49) 1"HW(9)

2"CW(94) 2"HW(59)

FD

.

.

.

SH

FD

SH

ICW FD

SH

2"CW(115)

SH

SH

SH

1-1/2"CW(45) 3/4"HW(5)

SH

SH

SH

. 2"HW(104)

FD

FD

SH

FD

WC LAV

3/4"CW(6) 3/4"HW(6)

FD CWA

FD

SH

FD

FD

LAV

3/4"HWR 3/4"CW(3) 3/4"HW(3)

WC

WC

FD WF

WC

FD

FD

. .

WC WC

FD

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

SS

FD

WC FD

RHB

MUA-2

FD

FD

1-1/2"CW(36) TO TW 1-1/2"HW(36) TO TW

WH

DF

FD FD

FD

FD

FD

FD

COPYRIGHT:CSDA ARCHITECTS 2011

RHB

SHEET TITLE

SOV IN YARD BOX DF-1

RHB

3/4"CW(3)

FD

FD

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

GYM - 3D PLUMBING RISER DIAGRAMS

3" CW (205) 3" CW FOR CONTINUATION SEE CIVIL DRAWING

ORIGINAL SCALE 0

GYM - 3D CW & HW RISER DF-2

1

1"

Project Number JOB NO.: SHEET NUMBER:

PB-411

2"

10'-0"

2" HOT WATER SUPPLY 1-1/4" GAS SUPPLY

TRENCH EXCAVATION

2" COLD WATER SUPPLY

BACKFILL AS PER SPECIFICATONS

9"

3/4" HOT WATER RETURN 125 PSI. PRESSURE AND TEMPERATURE RELIEF VALVE PIPE TO FLOOR SINK

LEAD COLLAR CLAMP-ON AQUASTAT FOR PUMP CONTROL SHUT-OFF VALVE (TYP.)

THERMAL EXPANSION TANK ABSORBER PROVIDE SEISMIC ET SUPPORT 1

SOV

ROOFING

D

3/4" DRAIN SPILL TO EXIST. FLOOR SINK

PROVIDE 2"x12 GAUGE GALV. STEEL STRAP AROUND WATER HEATER WITH \" NUT & BOLT WITH WASHER (TYP. 2 PLACES)

2"x4" REDWOOD BLOCK ON WALL SECURE TO AT LEAST THREE WOOD STUDS WITH NAILS (TYP. FOR 2)

WATER HEATER DETAIL (GYM)

1. DETAIL SIMILAR FOR UNINSULATED PIPE.

ROOF DECK

3/4" X 4" LONG HILTI QW1K BOLT (TYP.)

NOT TO SCALE

7 P-501

3M FIRE BARRIER BEAD CP25 CAULK (TYP)

BRASS IDENTIFICATION TAG REQUIRED TO SAY "NON POTABLE/INDUSTRIAL WATER DO NOT DRINK"

1" RPBFP-1

3/8" ID COMPRESSION FITTING STAINLESS STEEL GRATE AND SOLID REMOVABLE BASKET

APPROVED SLEEVING MATERIAL

DRIVE LINE CONNECTION

TO STORM DRAIN SYSTEM

4" MIN.

POLYETHYLENE CHAMBER 4" MIN.

DIVERTER VALVE

6.

NO-HUB COUPLING

CP 2

RATED WALL U.L. LISTED SYSTEM WL-5001

4"

3/4" DRAIN SPILL TO SERVICE SINK

D

#10- 2" LONG WOOD SCREWS (TYP. FOR 4)

WH 2

1-1/2" HOT WATER SUPPLY G

1. FOR UNINSULATED PIPE WRAP STRIP MAY BE ELIMINATED AND ANNULAR SPACE SHALL BE 0-3/16 INCH, WITH CAULK ONLY.

IDENTIFICATION STAMP DIVISION OF THE STATE ARCHITECT

PIPE THRU FIRE WALL

5 P-501

NOT TO SCALE

NOT TO SCALE

"I" BEAM CLAMP 2' 6 1/2" FLANGES 540# MAX

9 P-501

"I" OR "WF" BEAM CLAMP 2 3/8" - 7" FLANGES 1365# MAX

4"C O.

5'-0"

4'-9"

4"PVC INLET & OUTLET PIPE AND FITTINGS STANDARD 6'-0"

32"

32" DIA.

17"

PIPE CONNECTOR SEE DETAIL BELOW

4"C.I.

C.I. VENT

ADJUSTABLE SWIVEL HANGAR FLANGE

4"C.I.

PIPE CONNECTOR CAST INTEGRALLY IN WALL. WILL ACCEPT PIPE O.D. (INCHES) MIN. 4.25

VARIABLE

SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDISTURBED EARTH IN TRAFFIC CONDITION. FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST.

MAX. 6.25

PIPE HANGARS FOR OTHER THAN ADJUSTABLE WROUGHT IRON

GREASE INTERCEPTER DETAIL

WOOD CEILINGS, BEAMS, OR JOISTS

FIG. NO. 2A ALTERNATE POSITION OF CO. LINE

FIG. NO. 2

NOTE: FOOTINGS MUST BE LOWERED TO SUIT THE INSTALLATION OF CLEAN-OUT LINES IN FIGURES HR2, 2A, 2B, 2C & 3

FOR THREADED PIPE AS HANGAR ROD

4" ALTERNATE POSITION OF 4" COMB. FITTING W/ RUN COMING TOWARD OBSERVER & 4" CO ON OPPOSITE END.

CLEVIS RING

RING

VERTICAL PIPE SUPPORT AT EACH FLOOR EXTENSION CALMED WITH TEFLON OR LEAD LINER WHEN USE COPPER PIPE.

FOR THREADED ROD

CONC. FL. SUBMERGED GALV. SUPPORT PIPE

FIG. NO. 2B

05/04/12 11/30/11 10/21/11 09/16/11 MARK: DATE: DRAWN BY: CHK'D BY:

ALL PIPES AND DUCTS SHALL BE SUPPORTED AND BRACED PER "SMACNA" GUIDELINES OSHPD PRE-APPROVAL NO. R.0010

NOT TO SCALE

OUTSIDE

DSA BACKCHECK DSA SUBMITTAL 50% CD'S DD SUBMITTAL DESCRIPTION: PP VO

COPYRIGHT:CSDA ARCHITECTS 2011

WATER CLOSET SOIL PIPE CONNECT.

6 P-501

PIPE HANGING COMPONENTS NOT TO SCALE

3 P-501

SHEET TITLE

DETAILS

INSIDE

DETAIL PIPE CONNECTOR (Z-LOK)

11 P-501

KEY PLAN

A

SHOWN WITH PIPE (AFTER INSTALLATION)

TOP VIEW (COVERS & RISERS REMOVED)

HOOK JR HIGH SCHOOL NEW FACILITIES

4 WEDGE TYPE

SEE Z-LOK PIPE CONNECTOR PAGE FOR ADDITIONAL INFORMATION

BOX WEIGHT: 1250 LBS. BOX DESIGN LOAD: H-20 TRAFFIC

5'-7"

16350 MOJAVE DR, VICTORVILLE, CA 92392 SCHOOL ADDRESS:

B

COMPACTED FILL OR UNDISTURBED EARTH

10'-8"

NOT TO SCALE

C.I.

4"CO. 4"

12"

CONCRETE INSERTS

VICTOR VALLEY UNION HIGH SCHOOL DISTRICT

15000 HOOK BLVD. VICTORVILLE, CA 92394

SWIVEL HANGER PLANGE

FIG. NO. 1

NT VE

INVERT

•

24" DIA.

2432-03 RISER-3" 2432-06 RISER-6" 2432-12 RISER-12"

OUTLET

INVERT

SS

4"

.I. C ENT V

24"

VARIABLE 36-1/2" MINIMUM

LINKED EYE RODS

CONCRETE INSERT

FIG. NO. 2C

33" APPROX.

VARIABLE AS REQUIRED

INLET

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.

AS REQUIRED (AT EXTRA COST)

ADJUSTABLE SWIVEL COUPLINGS <2300#

T EN

MODEL 2432-Z

FOR USE WITH THE FOLLOWING TYPES OF HINGE ARRANGEMENTS

I. V C.

24" CAST IRON FRAME & COVER WITH GASKET

2432 RISER-3", 6" OR 12"

FLS

AC DATE

SCHOOL DISTRICT:

PIPE HANGER

CHANNEL CLAMP 1740# MAX

JENSEN SAMPLE BOX WITH PIPE CONNECTORS

24" CAST IRON FRAME & COVER WITH GASKET (TWO STANDARD)

2 P-501

NOT TO SCALE

3/4" X 4" LONG HILTI QW1K BOLT (TYP.)

O. 4"C

12" MIN. WHEN SUBJECT TO TRAFFIC

TYP. EXTERIOR CLEAN OUT

04-112177

2"x2"x|" ANGLE IRON CLIP (TYP. FOR 3)

2"x4" REDWOOD BLOCK ON WALL SECURE TO AT LEAST THREE WOOD STUDS WITH NAILS (TYP. FOR 2)

(GASTIGHT)

SIDE VIEW (CUTAWAY)

AUTHORITY APPROVAL

PROVIDE 2"x12 GAUGE GALV. STEEL STRAP AROUND WATER HEATER WITH \" NUT & BOLT WITH WASHER (TYP. 2 PLACES)

WATER HEATER DETAIL (MPR)

R

NOT FOR CONTRUCTION USE

4"

DRAIN VALVE

JENSEN 1500 GALLON GREASE INTERCEPTOR UPC

4"

NOTES:

FIG. NO. 3

TRAFFIC RATED ACCEPTED BY

4"

PRESSURE & TEMPERATURE RELIEF VALVE

INSTALL DRVE LINE W/ 90 BEND TO ENABLE DISCONNECTION AT DEMAND VALVE.

MODEL JP1500G

4"

2. OTHER U.L. LISTED SYSTEMS MAY BE USED, SUBMIT FOR REVIEW.

CHECK VALVE UNION (TYP.)

10 P-501

NOT TO SCALE

3" PVC VENT UTR 3" PVC INTAKE AIR UTR

4"

FOX PRODUCTS ARE TO BE FURNISHED BY THE DISTRICT AND INSTALLED BY CONTRACTOR.

4" MIN. "RUNNING TRAP" W/ SINGLE VENT

FOX DRAIN DETAIL

CLAMP-ON AQUASTAT FOR PUMP CONTROL SHUT-OFF VALVE (TYP.)

CONSULTING ENGINEERS 336 N. CENTRAL AVE. SUITE 10B GLENDALE, CA 91203 TEL: (818) 507-7522 FAX: (818) 507-9879

CONSULTANT STAMP

30" APPROX.

3/8" ID COPPER TUBING

CONCRETE

CREATIVE DESIGN

34 1/2" MAX 23 1/2" MIN

NON P OT AB LE / IND US TR IA L WAT ER DO N OT DR IN K

FOX DEMAND DRIVEN DIVERSION SYSTEM MODEL #DD-400 (FOX ENVIRONMENTAL SYSTEMS)

CONSULTANT

CLEANOUT IN YARDBOX

3/4"+

4"C.I.

2

3/4" HOT WATER RETURN

24"APPROX.

1" CW

1-1/2" COLD WATER SUPPLY

THERMAL EXPANSION TANK ABSORBER PROVIDE SEISMIC SUPPORT ET 1

12" SQ.x6" DEEP CONCRETE PAD

INSULATION

ELASTOMERIC WRAP STRIP WITH FOIL FACE 2 IN. WIDE BIND W/ STEEL WIRE OR ALUMINUM FOIL TAPE 3M TYPE FS-195 OR EQUAL.

28" APPROX.

FOX DEMAND VALVE

1 P-501

NOT TO SCALE

C.I. VENT

VENT CAP

•

PIPE DETAIL AT FOOTING

ARCHITECT STAMP

BLACKTOP PAVING

CHECK VALVE

2. THE MAXIMUM INLET PRESSURE TO THE DEMAND VALVE IS 200 PSI. THE MINIMUM INLET PRESSURE TO THE DEMAND VALVE SHALL BE SUCH THAT NOT LESS THAN 4 PSI SHALL BE DELIVERED TO THE DIVERTER VALVE. 3. THE MAXIMUM FLOW RATE OF THE HOSE BIBB AND ALL OTHER SOURCES DRAINING INTO THE BASIN SHALL BE NOT GREATER THAN 210 GPM FOR THE MODEL DD-400. 4. THE DIVERTER VALVE SHALL BE MARKED "EDS", "DEMAND DIVERSION SYSTEM", "MADE IN AUSTRALIA". THE DEMAND VALVE SHALL BE MARKED "FOX ENVIRONMENTAL SYSTEM", AND "F.E.S.". 5.

FOX DEMAND DRIVEN DIVERSION SYSTEM MODEL #DD-400 (FOX ENVIRONMENTAL SYSTEMS)

OUTSIDE WALL

• •

4 P-501

SOV

1. THE FOX ENVIRONMENTAL SYSTEMS DEMAND DIVERSION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE CITY OF REDONDO BEACH STANDARDS AND REQUIREMENTS.

PLAN VIEW

PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FOOTING

PIPE

1-1/4" GAS SUPPLY

TO STORM SYSTEM

PIPE SLEEVE DIA.

ANNULAR SPACE SPACE SHALL BE ¼" TO 3/8"

21"APPROX.

4"

1

2

8_"

1

4

PIPE THRU CONCRETE FLOOR OR WALL

NOTES: 4"

SIDE VIEWS

6" MIN. 3'-0" MAX.

d + 1'-6"

2"x2"x|" ANGLE IRON CLIP (TYP. FOR 3)

NOT TO SCALE

2" CEM. DRYPACK IF PLACED UNDER EXISTING FOOTING

ALL PIPE SLEEVES 2" MIN. LARGER THAN PIPE

6" MIN.

SLEEVE THRU ROOF (TYPICAL)

PIPE THRU ROOF

NO PIPES ALLOWED IN FOOTING

3" MIN.

3" MIN.

CLEANOUT IN YARDBOX

18 _ 2 SQR.IN

TO SANITARY SEWER SYSTEM

3" MIN.

SECTION

NOTES:

1

18 _ 2 SQR.IN

CLEANOUT, TRAP & VENT AS REQUIRED BY CPC

NOT PARALLEL TO FOOTING

ALL PIPE SLEEVES 2" MIN. LARGER THAN PIPE

C.I. VENT

1

INSULATION

FLASHING COMPOUND

8 P-501

NOT TO SCALE

3M FIRE BARRIER ¼" BEAD CP25 CAULK (TYP)

PIPE

DRAIN VALVE

2"x2"x|" ANGLE IRON CLIP (TYP. FOR 3) 3/4" X 4" LONG HILTI QW1K BOLT (TYP.)

PIPE SLEEVE

U.L. LISTED SYSTEM CAJ5001

G

3/4" PIPE DRAIN TO FLOOR SINK

SEALED OFF FLANGE

NOTE: FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING STEP AS REQUIRED

design@csdarchitects.com T:310.821.9200 F:310.821.9201

COMPACTED FILL OF INUNDATED SAND MAY BE USED IN WELL DRAINED SANDY OR GRAVELLY SOIL 90% DENSITY

2"

3/4" X 4" LONG HILTI QW1K BOLT (TYP.)

2"x4" REDWOOD BLOCK ON WALL SECURE TO AT LEAST THREE WOOD STUDS WITH NAILS (TYP. FOR 2)

CSDA Architects, Inc. 4061 Glencoe Ave, Suite B Marina del Rey, CA 90292

TRENCH EXCAVATIONS

(TYPICAL)

WH 1

HWS

NO PIPE TRENCH PARALLEL TO FOOTING BELOW THESE LINES

GROUT

PRESSURE & TEMPERATURE RELIEF VALVE

ST 1

1"

1'-6" MIN.

24 GA. GALV. STEEL PIPE FLASHING

FLASHING & COUNTER FLASHING

3/4" X 4" LONG HILTI QW1K BOLT (TYP.)

19_"

1"

MINERAL WOOL INSULATION MIN 1" DEEP (TYP)

1"

CHECK VALVE UNION (TYP.)

PROVIDE 2"x12 GAUGE GALV. STEEL STRAP AROUND WATER HEATER WITH \" NUT & BOLT

THE SLOPE OF THIS LINE MUST BE APPROVED BY THE STRUCTURAL ENGINEER

2"

3" PVC VENT UTR 3" PVC INTAKE AIR UTR

CP 1

CHECK VALVE

TO SANITARY SEWER SYSTEM

PIPE SEE PLANS FOR SIZE & CONT.

GROUND LINE

ORIGINAL SCALE 0

1"

Project Number JOB NO.: SHEET NUMBER:

P-501

2"