engineering & architectural services suite 500 … 95cd madera.pdfreplacement air handler system...

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GOVERNING CODESCODE ANALYSISPROJECT SCOPEOWNERMADERA COUNTY

200 WEST 4TH STREETMADERA, CA 93637

PH: 559.675.7703 FAX: 559.675.7950

CONTACT: MARITZA [email protected]

PROPOSED WORK IS REPLACEMENT OF THE EXISTING HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM, AND LOCALIZED CENTRAL PLANTS AT THE EXISTING OLD JAIL ORIGINALLY BUILT IN 1988. THE REPLACEMENT AIR HANDLER SYSTEM IN THE UPPER LEVEL AND ROOF AREAS OF THE HOUSING UNITS WILL BE CONNECTED TO THE EXISTING CENTRAL PLANT WHICH WILL BE EXPANDED WITH NEW COOLING TOWERS, CHILLERS, BOILERS, STORAGE TANKS, AND DISTRIBUTION SYSTEM TO ADDRESS THE INCREASED HVAC LOAD OF THE OLD JAIL. THE VAV TERMINAL UNITS IN THE ADMINISTRATION BUILDING WILL ALSO BE REPLACED TO UPGRADE THE CONTROLS FROM PNEUMATIC TO DCC. ARCHITECTURAL AND STRUCTURAL CONSTRUCTION INVOLVES CONSTRUCTION OF SERVICE CHASE AND PROVIDING PERMANENT ACCESS TO THE EXISTING ATTIC ABOVE THE CENTRAL CORRIDOR. ADDITIONALLY, STRUCTURAL CONCRETE WALL FOR SUPPORT OF THE PROPOSED CHILLERS WILL BE BUILT. ARCHITECTURAL WORK WILL ALSO BE REQUIRED TO THE CEILING SPACES IN THE ADMINISTRATION BUILDING.

THE EXISTING BUILDING WAS BUILT IN 1988 PER THE REQUIREMENTS OF THE 1982 UBC WITH CALIFORNIA AMENDMENTS. PORTIONS OF THE BUILDING WERE RENOVATED IN 2014 IN ACCORDANCE WITH THE 2013 CALIFORNIA BUILDING CODE. FROM REVIEW OF THE AS-BUILT DOCUMENTS AND LIMITED OBSERVATIONS, THE ORIGINAL BUILDING APPEARS TO BE BUILT TO CONSTRUCTION TYPE I-A WITH SPRINKLERS FOR UNLIMITED AREA. THE INMATE HOUSING AREAS IS ONE STORY WITH TIER GIVING THE BUILDING THE HEIGHT OF TWO STORIES. INMATE INTAKE, INFIRMARY, MEDICAL SERVICES AND ADMINISTRATION AREAS ARE ONE STOREY IN HEIGHT.

A. OCCUPANCY: 1) PRIMARY OCCUPANCY I-3 (INSTITUTIONAL), CONDITION 4, PER CBC

308.

B. ALLOWABLE AREA AND HEIGHT: 1) BASIC ALLOWABLE FLOOR AREA IS UNLIMITED FOR I-

3 / CONSTRUCTION TYPE 1-A PER CBC TABLE 506.2. 2) BASIC ALLOWABLE BUILDING HEIGHT UNLIMITED PER CBC

TABLE 504.3 3) ALLOWABLE BUILDING STORIES UNLIMITED ABOVE GROUND

PLANE PER CBC TABLE 504.

C. CONSTRUCTION TYPE AND BASIC COMPONENT REQUIREMENTS: 1) CONSTRUCTION TYPE I-A PER CBC CHAPTER 6 2) RATINGS OF COMPONENTS (CBC TABLE 601) a) EXTERIOR BEARING WALLS: 3 HOURS b) FLOORS & CONSTRUCTION: 2 HOURS c) INTERIOR BEARING WALLS: 2 HOURS d) STRUCTURAL FRAME: 3 HOURS e) EXTERIOR NON-BEARING WALLS AND PARTITIONS. SEE

TABLE 602 f) INTERIOR NON-BEARING WALLS AND PARTITIONS: NO RATING g) ROOF CONSTRUCTION: 2 HOUR

A. 2016 CALIFORNIA CODE OF REGULATIONS – TITLE 19, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

B. 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE -CALIFORNIA CODE OF REGULATIONS (C.C.R) TITLE 24, PART 1.

C. 2016 CALIFORNIA BUILDING CODE (CBC) – C.C.R., TITLE 24, PART 2, VOLUME 1 & 2 (2015 INTERNATIONAL BUILDING CODE, WITH 2016 CALIFORNIA AMENDMENTS).

D. 2016 CALIFORNIA ELECTRICAL CODE (CEC), C.C.R., TITLE 24, PART 3 (2014 NATIONAL ELECTRICAL CODE WITH 2016 CALIFORNIA AMENDMENTS).

E. 2016 CALIFORNIA MECHANICAL CODE (CMC), C.C.R., TITLE 24, PART 4 (2015 UNIFORM MECHANICAL CODE WITH 2016 CALIFORNIA AMENDMENTS).

F. 2016 CALIFORNIA PLUMBING CODE (CPC), C.C.R., TITLE 24, PART 5 (2015 UNIFORM PLUMBING CODE WITH 2016 CALIFORNIA AMENDMENTS).

G. 2016 CALIFORNIA ENERGY CODE, C.C.R., TITLE 24, PART 6.

H. CCR, TITLE 8, DIV. 1, CH. 4, SUB CHAPTER 6 - ELEVATOR SAFETY ORDERS.

I. 2016 CALIFORNIA FIRE CODE (CFC), C.C.R., TITLE 24, PART 9 (2015 INTERNATIONAL FIRE CODE WITH CALIFORNIA AMENDMENTS).

J. 2016 GREEN BUILDING STANDARDS CODE (CALGREEN), C.C.R., TITLE 24, PART 11.

K. 2016 CALIFORNIA REFERENCED STANDARDS CODE, C.C.R., TITLE 24, PART 12.

L. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, (28 CFR PART 35.151 AND 2004 ADAAG FOR TITLE II FACILITIES).

M. NFPA STANDARDS AND LOCAL FIRE MARSHAL APPROVAL.

ARCHITECTURE/STRUCTURAL/MECHANICAL/PLUMBING/ELECTRICAL:KITCHELL EAS

2450 VENTURE OAKS WAY, SUITE 500,SACRAMENTO, CA 95833

PH: 916.648.9700 FX: 916.648.6534

CONTACT: SERGIO RODRIGUEZ

CONSULTANTS

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A R C H I T E CTSTATE OF CALIFORN

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Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700

0 1/2 1

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C:\BIM\6204A3-MADERA OLD [email protected]

G0.1

COVER SHEET

MAD

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95% CONSTRUCTIONDOCUMENTS

MADERA COUNTY JAIL HVAC REPLACEMENTMADERA COUNTY

14191 ROAD 28, MADERA, CA 9363895% CONSTRUCTION DOCUMENTS

GENERALG0.1 COVER SHEETG1.0 PHASING SITE PLANG1.1 ARCHITECTURAL SITE PLANG2.1.1A DEMO PLAN - FIRST FLOOR - ADMIN BLDG - WESTG2.1.1B DEMO PLAN - FIRST FLOOR - ADMIN BLDG - EASTG2.2.1 DEMO PLAN - UPPER LEVEL - ADMIN BLDG - WEST & EASTG2.2.2 DEMO PLAN - UPPER LEVEL - BLDG A & BG2.2.3 DEMO PLAN - UPPER LEVEL - BLDG C & DG2.2.4 DEMO PLAN - UPPER LEVEL - BLDG E TO KG2.2.5 DEMO PLAN - CENTRAL PLANTG3.1.1A DEMO REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - WESTG3.1.1B DEMO REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - EASTG4.3.2 DEMO ROOF PLAN - BLDG A & BG4.3.3 DEMO ROOF PLAN - BLDG C & DG4.3.4 DEMO ROOF PLAN - BLDG E TO K

ARCHITECTUREA0.1 ARCHITECTURAL ABBREVIATIONS, SYMBOLS & NOTESA2.2.2 FLOOR PLAN - UPPER LEVEL - BLDG A & BA2.2.3 FLOOR PLAN - UPPER LEVEL - BLDG C & DA2.2.4 FLOOR PLAN - UPPER LEVEL - BLDG E TO KA2.2.5 FLOOR PLAN - CENTRAL PLANTA3.1.1A REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - WESTA3.1.1B REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - EASTA3.2.1 REFLECTED CEILING PLAN - UPPER LEVEL - ADMIN BLDG - WEST & EASTA4.3.2 ROOF PLAN - BLDG A & BA4.3.3 ROOF PLAN - BLDG C & DA4.3.4 ROOF PLAN - BLDG E TO KA5.0 ARCHITECTURAL ELEVATIONS & SECTIONSA5.1 ARCHITECTURAL ELEVATIONS & SECTIONSA5.2 WALKWAY ALTERATIONS

STRUCTURALS0.1 STRUCTURAL ABBREVATIONS, SYMBOLS & NOTESS0.2 STRUCTURAL GENERAL NOTES AND TYPICAL DETAILSS0.3 TYPICAL STRUCTURAL DETAILSS0.4 TYPICAL STRUCTURAL DETAILSS2.2.5 FOUNDATION PLAN - CENTRAL PLANT & COOLING TOWERS5.0 FOUNDATION DETAILSS7.1 STRUCTURAL DETAILSS7.2 STRUCTURAL DETAILS

MECHANICALMP0.1 MECHANICAL ABBREVIATIONS, SYMBOLS, & NOTESMP1.1 MECHANICAL SITE PLANMP2.1.1A MECHANICAL PLAN - FIRST FLOOR - ADMIN BLDG - WESTMP2.1.1B MECHANICAL PLAN - FIRST FLOOR - ADMIN BLDG - EASTMP2.2.1 MECHANICAL PLAN - UPPER LEVEL - ADMIN BLDG - WEST & EASTMP2.2.2 MECHANICAL PLAN - UPPER LEVEL - BLDG A & BMP2.2.3 MECHANICAL PLAN - UPPER LEVEL - BLDG C & DMP2.2.4 MECHANICAL PLAN - UPPER LEVEL - BLDG E TO KMP2.2.5 MECHANICAL PLAN - CENTRAL PLANTMP3.1.1A HYDRONIC PLAN - FIRST FLOOR - ADMIN BLDG - WESTMP3.1.1B HYDRONIC PLAN - FIRST FLOOR - ADMIN BLDG - EASTMP4.3.2 MECHANICAL ROOF PLAN - BLDG A & BMP4.3.3 MECHANICAL ROOF PLAN - BLDG C & DMP4.3.4 MECHANICAL ROOF PLAN - BLDG E TO KMP7.0 MECHANICAL SCHEDULESMP7.1 MECHANICAL DETAILSMP7.2 MECHANICAL DETAILSMP7.3 MECHANICAL DETAILSMP7.4 MECHANICAL DETAILSMP8.1 CHILLED WATER SCHEMATIC DIAGRAMMP8.2 BOILER SYSTEM SCHEMATIC DIAGRAMMP8.3 CHILLED - HEATED HOT WATER SCHMATIC DIAGRAM & SEQUENCE OF OPS

ELECTRICALE0.1 ELECTRICAL ABBREVIATIONS, SYMBOLS, & NOTESE2.1.1A POWER PLAN - FIRST FLOOR - ADMIN BLDG - WESTE2.1.1B POWER PLAN - FIRST FLOOR - ADMIN BLDG - EASTE2.2.1 POWER PLAN - UPPER LEVEL - ADMIN BLDG - WEST & EASTE2.2.2 POWER PLAN - UPPER LEVEL - BLDG A & BE2.2.3 POWER PLAN - UPPER LEVEL - BLDG C & DE2.2.4 POWER PLAN - UPPER LEVEL - BLDG E TO KE2.2.5 ELECTRICAL FLOOR PLAN - CENTRAL PLANTE3.2.5 ELECTRICAL CEILING PLAN - CENTRAL PLANTE7.0 ONE-LINE DIAGRAME7.1 MCC DETAILS - IE7.2 MCC DETAILS - IIE8.0 PANEL SCHEDULE

No. Description Date

VAN

VAN

NO

PARKING

VAN

NO

PARKING

NO

PARKING

NOPARKING

VANVAN

VAN

VAN

EE

E

E

T

E

PC14

2B

PD14

2B

301B

W3

7

W38

W3

8

W38

W38

W3

7

+10'-0"

+10'-0"

+10'-0"

+10'-0"

+10'-0"

+10'-0"

CENTRAL PLANT

HOUSING BUILDING

E TO KHOUSING BUILDING

C & D

HOUSING BUILDING

A & B

1A/3A

2A/3A 4A

1B

1C

1D

A. REPLACE AIR HANDLER FOR UNITS A & B BUILDING.

1. PROCURE AIR HANDLERS FOR BUILDING A & B, C & D, AND E TO K, AND MOBILIZE TEMPORARY AIR HANDLER ON SITE FOR BUILDING A & B.

2. PROVIDE OPENING IN UNIT A & B PENTHOUSE WALL FOR CONSTRUCTION ACCESS.

3. DEMOLISH PORTION OF DUCTS TO EXISTING AIR HANDLER, AND CONNECT SUPPLY AND RETURN DUCTS WITH DUCTS OVER ROOF TO TEMPORARY GROUND MOUNTED AIR HANDLER.

4. DEMOLISH EXISTING AIR HANDLER AND INSTALL REPLACEMENT AIR HANDLER. CONNECT AIR HANDLER TO EXISTING AIR COOLED CHILLER AND BOILER. VERIFY OPERATION OF REPLACEMENT AIR HANDLER.

5. DISCONNECT TEMPORARY AIR HANDLER, REPLACE ALL DUCTWORK IN MECHANICAL ROOM AND CONNECT TO REPLACEMENT AIR HANDLER.

B. COMMENCE CENTRAL PLANT UPGRADES.

1. PROCURE COOLING TOWER, CHILLER, BOILER, HOT WATER HEATER, PUMPS, AND PIPING.

2. DEMOLISH PORTIONS OF EXISTING FLATWORK AND PREPARE FOUNDATIONS FOR COOLING TOWER AND PADS FOR CHILLERS.

3. INSTALL EQUIPMENT AND CONNECT TO EXISTING DISTRIBUTION PIPING IN CENTRAL PLANT.

C. COMMENCE MECHANICAL AND PLUMBING EXTENSION TO HOUSING UNITS.

1. PROCURE PIPING AND SUPPORTS.

2. PROVIDE CONSTRUCTION ACCESS TO ATTIC.

3. INSTALL PIPING FROM POINT OF EXISTING CONNECTION IN REAR YARD TO EXISTING MECHANICAL ROOMS IN ALL BUILDINGS WITH SUPPORTS AS REQUIRED.

4. CONSTRUCT VERTICAL CHASE OVER THE PIPING AND CLOSE UP THE ATTIC WITH ACCESS DOORS.

D. REPLACE VAV TERMINAL UNITS FOR ADMINISTRATION BUILDING.

1. PROCURE VAV TERMINALS FOR ADMINISTRATION BUILDING AND MOBILIZE TEMPORARY COOLING METHODS.

2. DEMOLISH PORTIONS OF THE CEILING FOR ACCESS TO THE DUCTWORK AND VAV UNITS.

3. DEMOLISH (E) VAV TERMINAL UNITS, DUCTWORK, AND FIRE/SMOKE DAMPERS.

4. INSTALLED (N) VAV TERMINAL UNITS.

A. REPLACE AIR HANDLER FOR UNITS C & D BUILDING.

1. MOBILIZE TEMPORARY AIR HANDLER ON SITE FOR BUILDING C & D.

2. REMOVE EXISTING AIR RELIEF VENTS AND CONNECT SUPPLY AND RETURN DUCTS WITH DUCTS OVER ROOF TO TEMPORARY GROUND MOUNTED AIR HANDLER.


4. DEMOLISH EXISTING AIR HANDLER AND INSTALL REPLACEMENT AIR HANDLER. CONNECT AIR HANDLER TO EXISTING AIR COOLED CHILLER AND BOILER. VERIFY OPERATION OF REPLACEMENT AIR HANDLER.


A. FINAL CONNECTIONS TO CENTRAL PLANT FOR UNITS A & B, AND C & D.

1. REMOVE TEMPORARY CONNECTION REPLACEMENT AIR HANDLER IN C & D WITH EXISTING CHILLER AND BOILER AND CONNECT TO CENTRAL PLANT.

2. CONNECT DOMESTIC HOT WATER FROM CENTRAL PLANT TO EXISTING DISTRIBUTION SYSTEM IN C & D.

3. DEMOLISH EXISTING ROOF MOUNT CHILLER, AND BOILER AND DOMESTIC HOT WATER IN C & D MECHANICAL ROOM.

4. REMOVE TEMPORARY CONNECTION REPLACEMENT AIR HANDLER IN A & B WITH EXISTING CHILLER AND BOILER AND CONNECT TO CENTRAL PLANT.

5. CONNECT DOMESTIC HOT WATER FROM CENTRAL PLANT TO EXISTING DISTRIBUTION SYSTEM IN C & D.

6. DEMOLISH EXISTING ROOF MOUNT CHILLER, AND BOILER AND DOMESTIC HOT WATER IN C & D MECHANICAL ROOM.

A. REPLACE AIR HANDLER FOR UNITS E TO K BUILDING.

1. MOBILIZE TEMPORARY AIR HANDLER ON SITE FOR BUILDING E TO K.

2. REMOVE EXISTING AIR RELIEF VENTS AND CONNECT SUPPLY AND RETURN DUCTS WITH DUCTS OVER ROOF TO TEMPORARY GROUND MOUNTED AIR HANDLER.


4. DEMOLISH EXISTING AIR HANDLER, ROOF MOUNT CHILLER, AND BOILER AND INSTALL REPLACEMENT AIR HANDLER. CONNECT AIR HANDLER TO CENTRAL PLANT. VERIFY OPERATION OF REPLACEMENT AIR HANDLER.


6. CONNECT DOMESTIC HOT WATER FROM CENTRAL PLANT TO EXISTING DISTRIBUTION SYSTEM IN C & D. DEMOLISH HOT WATER HEATERS IN E TO K MECHANICAL ROOM.

PHASE 1

PHASE 2

PHASE 3

PHASE 4

1. THE PHASING PLAN SHOWN IS INTENDED TO PROVIDE GENERAL GUIDANCE AND IS NOT INTENDED TO SUPERCEDE THE CONTRACTORS CONSTRUCTION MEANS AND METHODS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PHASING PLAN FOR APPROVAL BY THE COUNTY PRIOR TO COMMENCING CONSTRUCTION.

GENERAL NOTE: LU

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1" = 30'-0"1 PHASING SITE PLAN

N


DN

VAN

VAN

VAN

NO

PARKING

VAN

NO

PARKING

NO

PARKING

NOPARKING

VANVAN

VAN

VAN

E

EE

E

E

T

E

PC14

2B

PD14

2B

LV

W3

7

W38

W3

8

W38

W38

W37

+10'-0"

+10'-0"

+10'-0"

+10'-0"

+10'-0"

+10'-0"

CENTRAL PLANT

HOUSING BUILDING

E TO K

HOUSING BUILDING

C & D

HOUSING BUILDING

A & B

G2.2.21

1G4.3.2

1A2.2.2

1A4.3.2

UPPER LEVEL DEMO PLAN

ROOF DEMO PLAN

UPPER LEVEL PLAN

ROOF PLAN

G2.2.31

1G4.3.3

1A2.2.3

1A4.3.3


ROOF DEMO PLAN

UPPER LEVEL PLAN

ROOF PLAN

G2.2.41

1G4.3.4

1A2.2.4

1A4.3.4


ROOF DEMO PLAN

UPPER LEVEL PLAN

ROOF PLAN

G2.2.51

1A2.2.5

DEMO PLAN

FLOOR PLAN

A5.21

2A5.2

DEMO PLAN

FLOOR PLAN

A8

A4

A5

A4

A8

A4

A4 A5 A4 A5

A1 A4 A3

A4

A2

A9

A5

A4

A3

A2

A2

A6

CENTRAL KITCHEN & LAUNDRY

JAIL ADMIN / MEDICAL/ INTAKE

BUILDING

VISITATION AND TRAINING BUILDING

HOUSING BUILDING L & M

G2.1.1A1

G2.1.1B1ADMIN WEST

DEMO PLAN

ADMIN UPPER LEVEL WEST DEMO PLAN

ADMIN UPPER LEVEL WEST DEMO PLAN

ADMIN WEST DEMO PLAN

GENERAL NOTES:1. COORDINATE AND SCHEDULE IN TWO WEEKS ADVANCE OF ANY SITE

ACCESS INTO THE SECURED AREAS OF THE JAIL YARD. CONSTRUCTION ACCESS SHOULD BE FROM AVENUE 14 TO THE FULLEST EXTENT POSSIBLE.

2. LOCATE ALL CONSTRUCTION EQUIPMENT, MATERIALS, AND TEMPORARY SITE FACILITIES WITHIN A TEMPORARY SECURED AND FENCED AREA OF THE YARD. FENCING MUST BE AT LEAST 10' HIGH, RIGID, AND TOPPED WITH RAZOR WIRE. COORDINATE LOCATION OF YARD WITH THE COUNTY.

3. CONTRACTOR IS TO ASSESS AND DOCUMENT IN WRITING AND PHOTOGRAPHS THE EXISTING CONDITION OF ROADWAYS, EARTHWORKS, FENCING, UTILITIES, AND BUILDINGS WHEREVER IT WILL BE IMPACTED BY CONSTRUCTION ACTIVITIES, AND OBTAIN SIGNOFF BY THE COUNTY BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR IS TO RESTORE ANY DAMAGE TO EXISTING SITE FEATURES TO MATCH THE EXISTING CONDITION IN KIND.

A1 EXISTING ASPHALTIC PAVEMENT DRIVE.

KEYNOTES:

A2 EXISTING GRASS YARD. REPAIR ANY SURFACE DAMAGE TO YARD ORIRRIGATION SYSTEM BY CONSTRUCTION EQUIPMENT.

A3 EXISTING GRAVEL SURFACED FIRE LANE.

A4 EXISTING SECURITY FENCE TO REMAIN.

A5 EXISTING SECURITY GATES WITH 12'-0" OPENING FOR CONSTRUCTION ACCESS.

A6 EXISTING COVERED WALKWAY WITH CHAIN LINK ENCLOSURE TO REMAIN.

A7 EXISTING CHAIN LINK ENCLOSED WALKWAY TO REMAIN.

A8 EXISTING SECURED STAFF PARKING LOT WITH PERIMETER FENCING ANDROLLING GATES.

A9 EXISTING FIRE HYDRANT.

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G1.1

ARCHITECTURAL SITEPLAN

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NOTE: HATCHED BUILDINGS ARE WITHIN SCOPE

1" = 30'-0"1 ARCHITECTURE SITE PLAN


DIRECTOR

072

LIEUTENANT

071

CONFERENCE

073

CORRIDOR

071

KEYCONTROL

074CORRIDOR

079

OXYGEN

080

S/P

064

SALLYPORT083

STORAGE

094

PHYS /PSYCH

098

DIRECTOR

099100

H/C W/C

101

HALL

095

CLERICAL

097

ADMINASSIST

096

HALL

103

H/C W/C

102

109

EQUIP.ROOM

111

DENTAL

108

RECORDS

093STORAGE

090

RN / NP /PA092

BIO HAZ.

091

CORRIDOR

112

CARTS

088

LABPREP089

H/C W/C

107

INTERVIEW

106

104

TREATMENT

108

ELECTRICAL

-

OLDKITCHEN

109

SALLYPORT115

VAV1

VAV2

VAV8

VAV9

VAV10

DRYSTORAGE

-

FIREPUMP

?

VAV3

VAV4

VAV5

VAV6

VAV7

VAV11

VAV16

MAT

CHLI

NE/

1G

2.1 .

1B

øS(E)10øS(E)14

øS

(E)16

øS

(E)16

øS(E

)16

ø S(E

)8

ø S(E

)8

øS(E)8

øS(E)10øS

(E)8

ø S(E

)8

ø S(E

)8(E

)24/1

2 S

(E)2

4/12 S

øS(E)20 øS(E)20

øS(E)8

(E)2

4/12 S

øS(E)12(E)24/12 S

øS(E)10

(E)24/12 S

øS(E)10

øS(E)12

(E)12/8(E)12/8

(E)24/12 S

øS(E)10

VAV12

øS(E)14øS(E)8

øS(E

)6

ø S(E

)5

(E)2

4/12 S

øS(E)10

M1

M1

(E)800 S

(E)600 S

(E)250 S

(E)125 S

(E)400 S

(E)400 S

(E)225 S

(E)285 S

(E)800 S

(E)2

4/12

ø(E)12

ø(E)14 ø(E)14

(E)18/12

ø(E

)10

ø(E)8

ø(E)10

(E)230 S

(E)1

4/12

(E)18/12

ø(E)10

øS(E)8

ARCHITECTURAL DEMO GENERAL NOTES:1. DEMOLISH ALL WORK IN SEQUENCE AS SUGGESTED ON PHASING PLAN

AND APPROVED CONSTRUCTION SCHEDULE.

2. PROTECT (E) BUILT UP ROOFING MEMBRANE FROM THE WORK.

MECHANICAL & PLUMBING DEMO GENERAL NOTES:1. ALL (E) MECHANICAL AND PLUMBING EQUIPMENT SHOWN ON THIS DRAWING

TO BE DEMOLISHED SHALL BE REMOVED FROM SITE AND DISPOSED OF BY THE CONTRACTOR.

2. REFER TO ARCHITECTURAL CEILING PLANS FOR CEILING DEMOLITION FOR MECHANICAL WORK.

ELECTRICAL DEMO GENERAL NOTES:1. REMOVE ALL UNUSED WIRING FROM DEMOLITION AREAS INCLUDING WIRING

DISCONNECTED UNDER THIS CONTRACT AND WIRING UNCOVERED BY DEMOLITION.

2. REMOVE ALL UNUSED RACEWAYS FROM DEMOLITION AREA NOT CONCEALED IN CONCRETE OR PLASTER, INCLUDING RACEWAYS DISCONNECTED UNDER THIS CONTRACT AND RACEWAYS UNCOVERED BY DEMOLITION BY THE CONTRACTOR.

3. THE DEMOLITION PLAN IS INTENDED TO SHOW THE GENERAL SCOPE OF WORK AND DOES NOT NECESSARILY SHOW EVERY DEVICE, BOX, CONDUIT, ETC. TO BE REMOVED. THE CONTRACTOR SHALL FIELD VERIFY OTHER ELECTRICAL FACILITIES THAT MAY BE ENCOUNTERED DURING DEMOLITION AND REMOVE AND RE-ROUTE ITEMS AS REQUIRED.

4. REMOVE AND PROTECT ALL LIGHT FIXTURES, SMOKE DETECTORS, CAMERAS, SPEAKERS, ETC. ON CEILINGS THAT ARE TO BE REMOVED FOR ACCESS TO MECHANICAL EQUIPMENT AND DUCTWORK WHETHER OR NOT INDICATED ON DRAWINGS. RE-INSTALL INTO NEW CEILINGS.

5. WHERE VAV BOXES ARE INACCESSIBLE DUE TO EXISTING CONDUITS, CONTRACTOR SHALL FIELD TRACE WIRING AND PROVIDE NEW PULLBOXES, CONDUITS, AND WIRING AS REQUIRED TO RE-ROUTE. NOTIFY OWNER OF ANY REQUIRED OUTAGES IF NECESSARY.

M1 SECURITY WALL PENETRATION W/ FIRE DAMPER OUT OF AIRSTREAM.

MECHANICAL & PLUMBING DEMO KEY NOTES:

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORK

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:5

0 PM


G2.1.1A

DEMO PLAN - FIRSTFLOOR - ADMIN BLDG

- WEST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 DEMO PLAN - FIRST FLOOR - ADMIN BLDG - WEST


SEE

FOR

LIEUTENANT

067

OPEN

065

ARRAIGNMENT

051

BULK

041

PROPSTORAGE

043A

STAGING

000B

LAWENFORCEMENT

LOBBY000A

MEDINTERVIEW

001

MEDCELL004

MEDCELL005

MEDCELL006

MEDCELL007

LOBBY

000

W/C

002

CORRIDOR

003

TUB /SHOWER

008

RECORDSTORAGE

014

STORAGE

009

RECORDCLERKS

011

S/P

018

HOLDING

019

W/C

016

RECORDSUPERVISOR

013

GROUPHOLDING

023

DETOX

024

DETOX

025

TOILET

027

HOLDING

026

CLASSIFICATION

030

GROUP

035

GROUPHOLDING

036

GROUPHOLDING

037TRANSPORT

OFFICE038

GROUPHOLDING

035

GROUPHOLDING

034

GROUPHOLDING

033

GROUPHOLDING

032

CLASSIFICATION

031

077

S/P

050

DRESSOUT048 DRESS

IN047

DRESSIN

046

SAFETY

045

SAFETY

044

VALUABLES

042

STAGING

000C

STAGING

000D

S/P

020

S/P

021

VAV13

VAV15

VAV14

VAV18

VAV17

VAV19

VAV20

VAV21

VAV22

VAV23

VAV24

VAV26

VAV25

WAITINGROOM

078

MAT

CHLI

NE/

1G

2.1 .

1A

øS(E)8

(E)2

4/12 S

øS(E)16

ø(E)10

ø(E)8

øS(E

)5

øS(E)22

(E)1

2/8

(E)24/12

ø(E

)6

ø(E)6

ø(E)10

ø(E

)8

ø(E)12

ø(E)6

ø(E

)6

ø(E

)6

ø(E)6ø(E)6

ø(E)6

ø(E)6

ø(E

)10

ø(E)6

ø(E)6ø(E)6

ø(E)6

(E)1

8/12

ø(E)10

ø(E

)8

ø(E)10

øS(E

)10

ø S(E

)12

(E)2

0/12 S

ø(E

)6

ø(E

)8ø

(E)8

ø(E

)8

ø(E)8(E)16/12 (E)20/12

ø(E

)6

ø(E

)6

ø(E)6ø(E)6

(E)20/12 S

øS(E

)10

ø S(E

)12

(E)20/12 S

øS(E)14

øS(E

)8ø S(E

)8

(E)20/12 S

(E)2

0/12 S

(E)16/12

M2

M1

M1

M1

M1 (E)12/8

ø(E)10

(E)20/12

(E)12/12 (E)10/8

ø(E

)6ø(E

)6

(E)8/8

ø(E

)10 ø(E)8

ø(E

)6

ø(E

)5

ø(E

)5

ø(E

)6

(E)2

4/14

ø S(E

)12

(E)250 S

(E)50 S

(E)65 S

(E)65 S

(E)30 S (E)

30 S

(E)825 S (E)

125 S(E)225 S

(E)55 S

(E)65 S

(E)200 S

(E)250 S

(E)250 E

(E)250 E (E)

250 E

(E)105 S

(E)45 S(E)45 S

(E)300 S

(E)200 S (E)

200 S

(E)105 S

(E)50 S

(E)400 S

(E)195 S

(E)150 S

(E)150 S

(E)100 S

(E)200 S

(E)45 S (E)

45 S

(E)120 S

(E)300 S

(E)300 S

(E)120 S













M1 SECURITY WALL PENETRATION W/ FIRE DAMPER OUT OF AIRSTREAM.


M2 (E) FIRE SMOKE DAMPER W/ SECURITY BARS.

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORK

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:5

6 PM


G2.1.1B

DEMO PLAN - FIRSTFLOOR - ADMIN BLDG

- EAST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1/8" = 1'-0"1 DEMO PLAN - FIRST FLOOR - ADMIN BLDG - EAST

N














MATCHLINE/1 G2.2.3

/1 G2.2.3MATCHLINE

/1

G2.

2 .1

MAT

CHLI

NE

A1 P1 FCU3

(E)

MAT

CHLI

NE/

1G

2.2 .

2

MAT

CHLI

NE

MATCHLINEMATCHLINE

/2

G2.

2 .1

/1 G2.2.4 /1 G2.2.4

A1 P1FCU

4

(E)

P1 REMOVE PORTIONS OF EXISTING SPRINKLER LINE AND REINSTALL LINES ASSHOWN TO CLEAR AREA OF FLOOR SLAB DEMOLITION.


A1 REMOVE CEILING TILES AND SUSPENSION SYSTEM AS NEEDED FOR THE WORKAND RETAIN FOR REINSTALLATION. SHORE COMPOSITE SLAB OF ATTIC FLOORABOVE AND SAWCUT FLOOR SLAB FOR ACCESS HATCH.

ARCHITECTURAL DEMO KEY NOTES:

ARCHITECTURE CEILING DEMO LEGEND:

(E) AREA TO REMAIN AS IS.

(E) CLOSED CELL SECURITY CEILING PANELS. PANELS ARE TO REMAIN IN PLACE. LIGHTING FIXTURES MAY BE REMOVED ON A TEMPORARY BASIS BY APPROVAL OF COUNTY IF REQUIRED FOR CEILING PLENUM ACCESS.

DEMOLISH (E) 12" X 12" CEILING TILES AND 5/8" GYPSUM WALL BOARD FROM SUSPENDED CEILING FRAMING. REMOVE AND RETAIN FRAMING AS NEEDED FOR DEMOLITION OF (E) DUCTWORK. RETAIN (E) LIGHTING FIXTURES IN PLACE UNLESS OTHERWISE DIRECTED BY THE COUNTY.

DEMOLISH (E) 5/8" GYPSUM WALL BOARD FROM SUSPENDED CEILING FRAMING. REMOVE AND RETAIN FRAMING AS NEEDED FOR DEMOLITION OF (E) DUCTWORK. RETAIN (E) LIGHTING FIXTURES IN PLACE UNLESS OTHERWISE DIRECTED BY THE COUNTY.

(E) 24" X 24" ACOUSTICAL CEILING TILES IN SUSPENDED GRID. REMOVE PARTS OF SUSPENSION SYSTEM AS NEEDED FOR REMOVAL OF DUCTWORK. RETAIN CEILING GRID COMPONENTS FOR REINSTALLATION. LIGHTING FIXTURES MAY BE REMOVED ON A TEMPORARY BASIS BY APPROVAL OF COUNTY.

DEMOLISH (E) 12" X 12" CEILING TILES AND 5/8" GYPSUM WALL BOARD BOTH SIDES OF (E) RATED HORIZONTAL SHAFT WALL ASSEMBLY. REMOVE FRAMING AS NEEDED FOR DEMOLITION OF (E) DUCTWORK. RETAIN (E) LIGHTING FIXTURES IN PLACE UNLESS OTHERWISE DIRECTED BY THE COUNTY.

OR

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORKLU

HCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:5

7 PM


G2.2.1

DEMO PLAN - UPPERLEVEL - ADMIN BLDG -

WEST & EAST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

N

1/8" = 1'-0"2

REFLECTED CEILING DEMO PLAN - UPPER LEVEL - ADMIN BLDG -WEST

1/8" = 1'-0"1

REFLECTED CEILING DEMO PLAN - UPPER LEVEL - ADMIN BLDG -EAST








A1 STRIP WALL FLASHING AND ROOF MEMBRANE FROM FACE OF EXT WALL 8"BEYOND EACH SIDE OF TEMPORARY WALL OPENING.


A2 DEMOLISH (E) 3'-0" X 4'-4" STEEL DOOR AND FRAME AND REMOVE (E) 8" X 4" X 3'-4"PRECAST CONCRETE SILL AND RETAIN FOR REUSE. REMOVE ROOF ACCESSLADDER INSIDE DOOR OPENING AND RETAIN FOR REINSTALATION. REMOVEPORTIONS OF THE ROOF DRAIN LEADER AND ELECTRICAL BOX ADJACENT TOTHE DOOR FOR CONSTRUCTION ACCESS. SAWCUT INTO (E) 8" CMU WALL ANOPENING 5'-4" WIDE BY 5'-4" HIGH ON (E) MASONRY MODULES FOR REMOVAL OF(E) MECHANICAL EQUIPMENT AND SHIPPING OF AIR HANDLER COMPONENTS ANDOTHER EQUIPMENT INTO THE PENTHOUSE.

A3 CORE EXISTING 8" CMU AS REQUIRED FOR MECHANICAL PIPING. SEEMECHANICAL DRAWINGS.

A4 SEE FOR CHILLER AND RELATED SYSTEM DEMOLITION WORK./1 G4.3.2

M1 DEMOLISH (E) AH-3 AND ASSOCIATED ACCESSORIES INCLUDING BUT NOTLIMITED TO AIR PLENUM, DUCTWORK, AIR DAMPERS, DAMPER ACTUATORS ANDPNEUMATIC CONTROL PIPES.


M2 DEMOLISH (E) INLINE RETURN FANS.

M3 DEMOLISH (E) DUCTWORK BACK TO ROOM FLOOR OR WALL OPENING. PREPAREDUCT OPENINGS FOR NEW CONNECTIONS. TYPICAL FOR SUPPLY, RETURN,EXHAUST, AND OUTSIDE AIR DUCTWORK.

M4 DEMOLISH (E) B-5 AND ASSOCIATED ACCESSORIES INCLUDING BUT NOT LIMITEDTO PIPE, PUMPS, FLUE, CONTROLS, VALVES, AND FITTINGS.

M5 DEMOLISH (E) HHW AND CHW PIPING AND ACCESSORIES INCLUDING BUT NOTLIMITED TO VALVES, PUMPS, AND FITTINGS. CAP HHW AND CHW PIPING WITHSHUTOFF BUTTERFLY VALVES BACK AT FLOOR OR WALL PENETRATION.

M6 DEMOLISH (E) GAS LINE AND CAP AT FLOOR PENETRATION.

M7 PREPARE CHWS AND CHWR LINES INTO BUILDING FOR TIE IN CONNECTION TOCENTRAL PLANT.

M8 DOMESTIC HOT WATER STORAGE TANK TO BE REMOVED. CUT & CAP (E) DHWS &DHWR LINES BELOW FLOOR OF PENTHOUSE.







AH3

B5

(E)

(E)

A2

A1 M2

M1

M2

M3

M5

M4

MECHANICALROOMAB200

WH2

(E)

M7

M6

M8

A4

A3 MAT

CHLI

NE/

1G

2.1 .

1A

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORKLU

HCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:5

9 PM


G2.2.2

DEMO PLAN - UPPERLEVEL - BLDG A & B

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG A & B - UPPER LEVEL DEMO PLAN








A1 SEE DEMOLITION ROOF PLAN FOR CONSTRUCTION MATERIAL ACCES INTO THE(E) MECHANICAL ROOM.


A2 APPLY STRUCTURAL STEEL REINFORCEMENT ON FACE OF (E) 8" CMU WALL ANDSAWCUT 5'-4" WIDE BY 6'-0" HIGH OPENING IN WALL FOR CONSTRUCTIONACCESS.

A3 DEMOLISH (E) WINDOW AT LOCATION OF EXTERIOR CHASE ON CONSTRUCTIONPLANS.







M3 DEMOLISH (E) DUCTWORK BACK TO ROOM FLOOR OR WALL OPENING. PREPAREDUCT OPENINGS FOR NEW CONNECTIONS. TYPICAL FOR SUPPLY, RETURN,EXHAUST, AND OUTSIDE AIR DUCTWORK. TYP

M4 DEMOLISH (E) B-3 AND (E) B-4 AND ASSOCIATED ACCESSORIES INCLUDING BUTNOT LIMITED TO PIPE, PUMPS, FLUE, CONTROLS, VALVES, AND FITTINGS.

M5 CAP (E) GAS LINE @ FLOOR PENETRATION.




2. PROTECT EXISTING BUILT UP ROOFING MEMBRANE FROM THE WORK.

AH2

AH5

B3

B4

TC1

(E)

(E)

(E)

(E)

(E)

(E)

A2

A1

M1

M2

M3

M4

M6

M6

A3

(E) DOMESTIC HOT WATER STORAGE TANK

WH3

4" DHWS2 1/2" HHWR 2 1/2" HHWS

M5

(E)AH6 M4

MATCHLINE/1 G3.1.1A

2" CHWR 2" CHWS

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORKLU

HCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:0

0 PM


G2.2.3

DEMO PLAN - UPPERLEVEL - BLDG C & D

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG C & D - UPPER LEVEL DEMO PLAN








A1 SEE DEMOLITION ROOF PLAN FOR CONSTRUCTION MATERIAL ACCES INTO THE(E) MECHANICAL ROOM.


A2 APPLY STRUCTURAL STEEL REINFORCEMENT ON FACE OF (E) 8" CMU WALL ANDSAWCUT 5'-4" WIDE BY 6'-0" HIGH OPENING IN WALL FOR CONSTRUCTIONACCESS.







M3 DEMOLISH (E) DUCTWORK BACK TO ROOM FLOOR OR WALL OPENING. PREPAREDUCT OPENINGS FOR NEW CONNECTIONS. TYPICAL FOR SUPPLY, RETURN,EXHAUST, AND OUTSIDE AIR DUCTWORK. TYP

M4 DEMOLISH (E) B-1 AND (E) B-2 AND ASSOCIATED ACCESSORIES INCLUDING BUTNOT LIMITED TO PIPE, PUMPS, FLUE, CONTROLS, VALVES, AND FITTINGS.





AH1

AH4

(E)

(E)

B2

B1

(E)

(E)

A1

A2

A2

M4

M2 M5

M1 M5

M3

MECHANICALROOMEF232

MECHANICALROOME200

WH4

(E) DOMESTIC WATER STORAGE TANK

(E)

2 1/2" HHWR2 1/2" HHWS2 1/2" CHWR2 1/2" CHWS2"G

M4MATCHLINE

/1 G3.1.1B

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORK

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:0

2 PM


G2.2.4

DEMO PLAN - UPPERLEVEL - BLDG E TO K

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG E TO K - UPPER LEVEL DEMO PLAN








A1 DEMOLISH STEEL STUD FRAMED WALL. SEE RELATED WORK IN MECHANICALAND ELECTRICAL DRAWINGS.


A2 REMOVE STEEL DOOR AND FRAME, AND TURN OVER ASSEMBLY TO OWNER.PATCH, PAINT AND REPAIR WALL TO MATCH (E) WALL CONDITIONS.

A3 DEMOLISH CONCRETE HOUSE KEEPING PAD AND LAUNDRY TRENCH DRAIN. SEERELATED WORK FOR CAP ON (E) WASTE PIPING IN TRENCH. SEE MECHANICAL.

E1

ELECTRICAL DEMO KEY NOTES:REMOVE, SALVAGE, AND RE-INSTALL PANEL 'CP-1' IN NEW LOCATION. SEE ELECTRICAL DRAWINGS.

E2 RELOCATE TOGGLE SWITCHES FOR MOTOR OPERATED VALVES.

E3 REMOVE ELECTRICAL RECEPTACLES FOR PREVIOUS LAUNDRY EQUIPMENT ALONG WALL.

E4 RELOCATE BOX, CONDUITS, AND EXTEND WIRING AS REQUIRED FOR SPACE FOR NEW COOLING TOWER. VERIFY WORK IN FIELD.




M1 DEMOLISH (E) VENT AIR DUCTWORK. PREPARE ROOF OPENING FOR (N) WORK.


M2 DEMOLISH AND CAP (E) DOMESTIC CW AND HW PIPING BACK TO SOURCE.

M3 REMOVE AND RELOCATE (E) BMS SYSTEM TO NORTH WALL

M4 CAP HW PIPING AT FLOOR AND ABANDON REMAINING HW PIPING IN PLACE.

M5 RELOCATE (E) WATER HEATER PER MADERA COUNTY. DEMOLISH ALL UTILITYLINES SERVING WATER HEATER TO MAIN BRANCH.

M6 DEMOLISH (E) ADS-2, CAP EXISTING LINES AND PREPARE LINES FOR (N) WORK.

M7 DEMOLISH (E) GAS LINE BACK TO SHUT-OFF VALVE

M8 RELOCATE (E) CHEMICAL TREATMENT PIPING AND ELECTRICAL FORCONNECTION OF (N) COOLING TOWER PIPING.

M9 RELOCATE (E) FCU-1 THERMOSTAT TO EXTERIOR WALL. MAINTAIN (E)REFRIGERANT LEAK MONITORING SYSTEM CONTROLS.

M10 REMOVE AND RELOCATE (E) EMERGENCY SHUT OFF SWITCH. SEEFOR (N) LOCATION.




LAUNDRY304

CHILLERROOM

303

BOILERROOM

301

ELECTRICAL302

FC1

B1

B2

B3

DHX1

DHX2

EP1

EP2

ODU7

EC1

IDU7

CT1A

CT1B

CTF1

A1

A2

A3

E1

M1

M2

WC1

WC2

P3A

P3B

P3C

P5B

P2A

P2B

P1A

P1B

ADS1

P4B

P4A

(E) (E) (E) (E)

(E) (E)

(E)

(E)

(E)

(E)

(E)

(E)(E)(E)(E)(E)(E)(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)(E)

(E)

ADS2

WH2

(E)

M5

E2

M3

M4M4

E3

M6

P5A

E4

M7

(E) 2" VTR TO REMAIN

(E) GAS

(E) CW

(E) DHW

M8

(E) EMERGENCY SHUT-OFF SWITCH TO REMAIN

M10

M9

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORK

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:0

6 PM


G2.2.5

DEMO PLAN -CENTRAL PLANT

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/4" = 1'-0"1 CENTRAL PLANT - DEMO PLAN


DIRECTOR

072

LIEUTENANT

071

CONFERENCE

073

CORRIDOR

071

KEYCONTROL

074

CORRIDOR

079

OXYGEN

080

S/P

064

SALLYPORT083

STORAGE

094

PHYS /PSYCH

098

DIRECTOR

099100

H/C W/C

101

HALL

095

CLERICAL

097

ADMINASSIST

096

HALL

103

H/C W/C

102

109

EQUIP.ROOM

111

DENTAL

108

RECORDS

093

STORAGE

090

RN / NP /PA092

BIO HAZ.

091

CORRIDOR

112

CARTS

088

LABPREP089

H/C W/C

107

INTERVIEW

106104

TREATMENT

108

ELECTRICAL

-

OLDKITCHEN

-

SALLYPORT115

DRYSTORAGE

-

FIREPUMP

-

MAT

CHLI

NE/

1G

3.1 .

1B








OR

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:0

7 PM


G3.1.1A

DEMO REFLECTEDCEILING PLAN - FIRSTFLOOR - ADMIN BLDG

- WEST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1/8" = 1'-0"1 RCP DEMO PLAN - FIRST FLOOR - ADMIN BLDG - WEST

N


SEE

FOR

LIEUTENANT

067

OPENOFFICE

065

ARRAIGNMENT

051

BULK

041

PROPSTORAGE

043A

STAGING

000B

LAWENFORCEMENT

LOBBY000A

MEDINTERVIEW

001

MEDCELL004

MEDCELL005

MEDCELL006

MEDCELL007

LOBBY

000

W/C

002

CORRIDOR

003

TUB /SHOWER

008

RECORDSTORAGE

014

STORAGE

009

RECORDCLERKS

011

S/P

018

HOLDING

019

W/C

016

RECORDSUPERVISOR

013

GROUPHOLDING

023

DETOX

024

DETOX

025

TOILET

027

HOLDING

026

CLASSIFICATION

030

GROUP

035

GROUPHOLDING

036

GROUPHOLDING

037TRANSPORT

OFFICE038

GROUPHOLDING

035

GROUPHOLDING

034

GROUPHOLDING

033

GROUPHOLDING

032

CLASSIFICATION

031

077

S/P

050

DRESSOUT048

DRESSIN

047

DRESSIN

046SAFETY

045

SAFETY

044VALUABLES

042

STAGING

000C

STAGING

000D

S/P

020

S/P

021

WAITINGROOM

078

MAT

CHLI

NE/

1G

3.1 .

1A








OR

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:0

9 PM


G3.1.1B

DEMO REFLECTEDCEILING PLAN - FIRSTFLOOR - ADMIN BLDG

- EAST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 RCP DEMO PLAN - FIRST FLOOR - ADMIN BLDG - EAST


A1 REMOVE (E) WELDED HORIZONTAL CHILLER SUPPORT STEEL BEAMS FROM TOPOF PEDESTAL CAP. PROTECT THE STEEL POST PEDESTAL, ROOFING MEMBRANE,AND CAP FLASHING FOR FUTURE USE. DEMOLISH THE ROOF FLASHING BOOTSAT ELECTRICAL SERVICE CONDUIT. SEE MECHANICAL AND ELECTRICAL.


A2 DEMOLISH CURB FOR MECHANICAL PIPING FLUSH TO ROOF AND PREPARE THEROOFING FOR THE WORK.

A3 TRIM EXISTING OPENING IN CONCRETE MASONRY UNIT OF GABLE WALL FORACCESS HATCH.

A4 CORE (E) 12" CMU AS REQUIRED FOR MECHANICAL PIPING. SEE MECHANICALDRAWINGS.










M1 DEMOLISH (E) AIR COOLED CHILLER (CH-3) AND ASSOCIATED ACCESSORIESINCLUDING BUT NOT LIMITED TO PIPING, VALVES AND FITTINGS.





CH3

(E)

A1A2

M1

A3

SEE FOR MECHANICAL ROOM DEMO PLAN

/1 G2.2.2A4

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORKLU

HCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:1

1 PM


G4.3.2

DEMO ROOF PLAN -BLDG A & B

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG A & B - ROOF DEMO PLAN


A1 IN THE (E) OUTDOOR RECREATION YARD, AT THE OVERHEAD SECURITYBARRIER, GRIND OFF WELDS OF EXPANDED SECURITY MESH AND CHAIN LINKFABRIC TO THE SUPPORTING STEEL STRUCTURE AND REMOVE OR PEEL BACKTHE MESH AS NEEDED. UNBOLT AND REMOVE ONE TRIANGULAR INCLINEDTRUSS AND ADJOINING DROP IN PANELS FOR CONSTRUCTION ACCESS INTO THEEXISTING MECHANICAL ROOM BELOW. RETAIN THE SECURITY MESH FOR REUSEAND DISCARD THE CHAIN LINK FABRIC AS IT WILL NOT BE REUSED.


A2 REMOVE (E) WELDED HORIZONTAL CHILLER SUPPORT STEEL BEAMS FROM TOPOF PEDESTAL CAP. PROTECT THE STEEL POST PEDESTAL, ROOFINGMEMBRANE, AND CAP FLASHING FOR FUTURE USE. DEMOLISH THE ROOFFLASHING BOOTS AT ELECTRICAL SERVICE CONDUIT. SEE MECHANICAL ANDELECTRICAL.


A4 REMOVE MECHANICAL PIPE SUPPORTS FROM ROOF AND PREPARE THEROOFING FOR THE WORK.


A6 CORE (E) STEEL ROOF DECK AND LIGHTWEIGHT CONCRETE TOPPING ASREQUIRED FOR MECHANICAL PIPING. COORDINATE LOCATION WITH ROOFSTRUCTURE BELOW. SEE MECHANICAL DRAWINGS.















CH2

(E)

A4

A3

A2

M1

A6

A5

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORKLU

HCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:1

2 PM


G4.3.3

DEMO ROOF PLAN -BLDG C & D

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG C & D - ROOF DEMO PLAN


A1 IN THE (E) OUTDOOR RECREATION YARD, AT THE OVERHEAD SECURITYBARRIER, GRIND OFF WELDS OF EXPANDED SECURITY MESH AND CHAIN LINKFABRIC TO THE SUPPORTING STEEL STRUCTURE AND REMOVE OR PEEL BACKTHE MESH AS NEEDED. UNBOLT THE DROP-IN PANELS FOR CONSTRUCTIONACCESS INTO THE (E) MECHANICAL ROOMS BELOW. RETAIN THE SECURITYMESH FOR REUSE AND DISCARD THE CHAIN LINK FABRIC AS IT WILL NOT BEREUSED.


A2 NOT USED.

A3 REMOVE (E) WELDED HORIZONTAL STEEL BEAMS AND CHILLERS FROM TOP OFPEDESTAL CAP. PROTECT THE STEEL POST PEDESTAL, ROOFING MEMBRANE,AND CAP FLASHING FOR FUTURE USE. DEMOLISH THE ROOF FLASHING BOOTSAT ELECTRICAL SERVICE CONDUIT. SEE MECHANICAL AND ELECTRICAL.


A5 REMOVE METAL PANEL CANOPY FROM CHILLER AND ROOF.

A6 NOT USED.


A8 CORE (E) STEEL ROOF DECK AND LIGHTWEIGHT CONCRETE TOPPING ASREQUIRED FOR MECHANICAL PIPING. COORDINATE LOCATION WITH ROOFSTRUCTURE BELOW. SEE MECHANICAL DRAWINGS.















CH1

A3

A4A1

A5M1

A8

A7

DEMO LEGEND

POINT OF DISCONNECT

DEMOLISHED WORKLU

HCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:1

3 PM


G4.3.4

DEMO ROOF PLAN -BLDG E TO K

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG E TO K - ROOF DEMO PLAN


SYMBOLDESCRIPTION

ARCHITECTURAL SYMBOLSDESCRIPTION SYMBOL

GENERAL NOTES:

DESCRIPTIONSYMBOL

ARCHITECTURAL MATERIALS

1.

2.

DIMENSIONS ARE TO FACE OF CONCRETE OR FACE OF STUD, UNLESS OTHERWISE NOTED.

IN THE EVENT THAT CERTAIN DETAILS OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR NOTED IN THESE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AND SIZE AS SIMILAR TO EXISTING CONDITIONS.

ARCHITECTURAL ABBREVIATIONS

N

?

?

XXXXX

XXXXX

1XXXX

XXXX

1

24

3

XXXX

1

24

3

XXXX

1

3

24

1 / A101A

1 / A101B

VIEW NUMBER / SHEET NUMBER

SHADED PORTION IS SIDE CONSIDERED

NORTH ARROW

MATCH LINE

DATUM HEIGHT

GRID LINES

BUILDINGSECTION

SECTION IDENTIFIER

SHEET NUMBER

WALLSECTION

DETAILSECTION

BUILDINGELEVATION

INTERIORELEVATION

INTERIOREQUIPMENTELEVATION

SECTION IDENTIFIER

SHEET NUMBER

SECTION IDENTIFIER

SHEET NUMBER

VIEW NUMBER(S)

SHEET NUMBER

ROOM TAGROOM NAME

ROOM NUMBER

VIEW NUMBER(S)

SHEET NUMBER

VIEW NUMBER(S)

SHEET NUMBER

VIEW REFERENCEVIEW NUMBER

SHEET NUMBER1

XXXX

??

DOOR TAG

WINDOW TAG

EQUIPMENT TAG

LIMIT OF WORK

CHAIN LINK FENCE

FIRE DEPARTMENT CONNECTION

WALL TAG

INTERNATIONALSYMBOL OF

ACCESSIBILITY

FIRE EXTINGUISHER

INSTALLATION SIDE FOR GLAZING STOPS

KEYNOTE TAG

LOUVERTAG

SURFACE BRACKET

SURFACE CABINET

SEMI-RECESSED

RECESSED

10

C1045802

A

2

101CAST IN PLACE, PRECAST OR INFILL CONCRETE

CMU WALL

STEEL

WOOD FINISH

WOOD FRAMING THRU MEMBER

WOOD FRAMING INTERRUPTED MEMBER

EARTH

ROCK FILL

SAND / MORTAR / PLASTER / GROUT

PLYWOOD

ACOUSTIC TILE OR BOARD

GYPSUM BOARD OMIT DOUBLE LINES AT SMALL SCALE

BATT INSULATION

RIGID INSULATION

CERAMIC TILE

CEMENTITIOUS BACKER BOARD

GLASS (OMIT LINES AT SMALL SCALE)

GLASS / PLASTIC (ELEVATION)

POINT OF DISCONNECT

1

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:0

1 PM


A0.1

ARCHITECTURALABBREVIATIONS,

SYMBOLS & NOTES

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


SYMBOL DESCRIPTION

S2S SURFACED TWO SIDESSUSP SUSPENDED

TK BD TACKBOARDTV TELEVISIONTEMP TEMPEREDTECH TECHNICALTB TERMINATION BARTER TERRAZZOTHERM THERMALTHR THRESHOLDTPH TOILET PAPER HOLDERTSCD TOILET SEAT COVER

DISPENSERT&G TONGUE AND GROOVETRBG TOOL RESISTANT BARRIER

GRILLETJ TOOLED JOINTT&B TOP AND BOTTOMTOC TOP OF CONCRETE/CURBTOP TOP OF PAVINGTOS TOP OF STEELTOW TOP OF WALLTR TRANSOMTRANSV TRANSVERSETRD TREADTS TUBE STEEL

UC UNDERCUTUL UNDERWRITER'S

LABORATORYUNIF UNIFORMUON UNLESS OTHERWISE NOTEDUR URINALUTIL UTILITY

VA VACUUM ADHEREDVNR VENEERVTR VENT THROUGH ROOFVENT VENTILATOR/VENTILATIONVIF VERIFY IN FIELDVEST VESTIBULEVB VINYL BASEVCT VINYL COMPOSITION TILEVF VINYL FABRICVJ V-JOINTVOL VOLUME

WSCT WAINSCOTWTW WALL TO WALLWC WATER CLOSETWH WATER HEATERWR WATER RESISTANT/WASTE

RECEPTACLEWS WATERSTOPSWWF WELDED WIRE FABRICWWM WELDED WIRE MESHWB WHEEL BUMPERWDW WINDOWWF WIRE FLANGE BEAMWG WIREGLASSWD WOODWD B WOOD BASEWP WORKING

POINT/WATERPROOFWI WROUGHT IRON

XE XENON

SYMBOL DESCRIPTION

PNT PAINTPR PAIRPNL PANELPB PANIC BARPTD PAPER TOWEL DISPENSERPBD PARTICLE BOARDPTN PARTITIONPVMT PAVEMENTPV PHOTO VOLTAICd PENNY (NAIL SIZE)PERIM PERIMETERPERP PERPENDICULARPLAS PLASTERPLAM PLASTIC LAMINATEPL PLATEPG PLATE GLASSPLBG PLUMBINGPLYWD PLYWOODPCKT(S) POCKET(S)PT POINTPOL POLISHEDPVC POLYVINYL CHLORIDEPCP PORTLAND CEMENT

PLASTERPTC POST-TENSIONED

CONCRETEPCF POUNDS PER CUBIC FOOTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPCC PRECAST CONCRETEPFN PREFINISHEDPRF PREFORMEDPREP PREPARATIONPSC PRESTRESSED CONCRETEPL, P/L PROPERTY LINEPROT PROTECTED/PROTECTION

QT QUARRY TILE

R RADIUS/RISERRWL RAIN WATER LEADERRECEP RECEPTACLEREC RECESSEDRWD REDWOODRE REFERENCEREFL REFLECTEDREF REFRIGERATORRCP REINFORCED CONCRETE

PIPEREINF REINFORCED/REINFORCINGREM REMOVERESIL RESILIENTRA RETURN AIRRAG RETURN AIR GRILLEREV REVERSE/REVISIONRH RIGHT HANDROW RIGHT OF WAYRD ROOF DRAINRH ROOF HATCHRM ROOMRO ROUGH OPENING/ROUGHRND ROUNDRHWS ROUND HEAD WOOD

SCREWSRB RUBBER BASE

SP SALLY PORTSAN SANITARYSND SANITARY NAPKIN

DISPOSALSNV SANITARY NAPKIN VENDORSS SANITARY SEWERSCR SCREENSCUP SCUPPERSECT SECTIONSEC SECURITYSGL SECURITY GLASS/SINGLESHM SECURITY HOLLOW METALSTH SECURITY TOILET PAPER

HOLDERSSD SEE STRUCTURAL

DRAWINGSSEG SEGREGATIONSDS SELF DRILLING SCREWSEP SEPARATIONSVC SERVICESSK SERVICE SINKSHTG SHEATHINGSHT SHEETSM SHEET METALSMS SHEET METAL SCREWSH(S) SHELF/SHELVESSHWR SHOWERSK SINKSLP SLOPESD STORM DRAINSC SOLID CORE/SCALESTAG STAGGEREDSST STAINLESS STEELSTIFF STIFFENERSTOR STORAGESA SUPPLY AIRS4S SURFACED FOUR SIDES

SYMBOL DESCRIPTION

HBD HARDBOARDHDWR HARDWAREHDWD HARDWOODHD HEAD/HEAVY DUTYHDR HEADERHTG HEATINGHVAC HEATING VENTILATING AIR

CONDITIONINGHT HEIGHTHP HORSE POWERHPT HIGH POINTHC HOLLOW CORE/HANDICAPHM HOLLOW METALHK HOOKHORIZ HORIZONTALHB HOSE BIBBHR HOSE

RACK/HOUR/HANDRAILHW HOT WATER

ID INSIDE DIAMETERINSUL INSULATIONINT INTERIORISA INTERNATIONAL SYMBOL OF

ACCESSIBILITYINV INVERTIE INVERT ELEVATION

JAN JANITORJT JOINTJST JOIST

KP KICK PLATEKIT KITCHENKE KITCHEN EQUIPMENTKO KNOCKOUT

LBL LABELLAD LADDERLB LAG BOLT/POUNDLAM LAMINATELAV LAVATORYLH LEFT HANDLT LIGHTLSD LIQUID SOAP DISPENSERLKR LOCKERLONG LONGITUDINALLVR LOUVERLPT LOW POINT

MACH MACHINEMB MACHINE BOLTMS MACHINE SCREWMAINT MAINTENANCEMH MANHOLEMSG MANUFACTURER'S

STANDARD GRADEMK MARKMU MASONRY UNITMO MASONRY OPENINGML MATCHLINEMC MEDICINE CABINETMEM MEMBRANEMTL METALMCB METAL CASING BEADMFD METAL FLOOR DECKINGMF METAL FLOORINGMRD METAL ROOF DECKMT METAL THRESHOLDMEZZ MEZZANINEMSBG MILD STEEL BARRIER

GRILLEMWK MILLWORKMIR MIRRORMR MOISTURE RESISTANTMLDG MOULDINGMTD MOUNTEDMTG MEETINGMOV MOVABLEMULL MULLIONMULTI MULTIPLEMUNI MUNICIPAL

(N) NEWNR NOISE REDUCTIONNRC NOISE REDUCTION

COEFFICIENTNC NON-COMBUSTIBLENSG NON-SECURITY GLASS

OC ON CENTEROPNG OPENINGOWJ OPEN-WEB JOISTOPP OPPOSITEOP H OPPOSITE HANDOP S OPPOSITE SURFACEOD OUTSIDE DIAMETEROA OVERALLOF OVERFLOWOH OVERHEADOFOI OWNER FURNISHED,

OWNER INSTALLED

SYMBOL DESCRIPTION

DPF DAMPROOFINGDP DEEP/DEPTHDEMO DEMOLISH/DEMOLITIONDMT DEMOUNTABLEDEP DEPRESSED/DEPRESSIONDF DRINKING FOUNTAINDA DISABLED ACCESSDISP DISPENSERDIV DIVISIONDR DOORDL DOOR LOUVERDO DOOR OPENINGDBL DOUBLEDH DOUBLE HUNGDS DOWNSPOUTDWR DRAWERDWG DRAWINGDW DUMBWAITER

EW EACH WAYEP EDGE OF PAVEMENTELEC ELECTRICALEPNL ELECTRICAL PANELBOARDEWC ELECTRICAL WATER

COOLEREWH ELECTRICAL WATER

HEATERELEV ELEVATIONELV ELEVATOREMER EMERGENCYENCL ENCLOSUREEQUIP EQUIPMENTEQ EQUALENT ENTRANCEESC ESCAPEEXC EXCAVATEEF EXHAUST FAN(E) EXISTINGEXP EXPANSIONEB EXPANSION BOLTEJ EXPANSION JOINTES EXPANSION SHIELDEXP EXPOSEDEXT EXTERIOREIFS EXTERIOR INSULATION &

FINISH SYSTEM

FAB FABRICATEFoB FACE OF BRICKFoC FACE OF CONCRETEFoM FACE OF MASONRYFoP FACE OF PANELFoS FACE OF STUDFoW FACE OF WALLFAS FASTENFEN FENCEFBD FIBERBOARDFGL FIBERGLASSFIN FINISHFO FINISH OPENINGFF FINISHED FLOORFF&E FURNITURE, FIXTURES AND

EQUIPMENTFFE FINISHED FLOOR

ELEVATIONFG FINISHED GRADEFA FIRE ALARMFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER

CABINETFHC FIRE HOSE CABINETFRP FIBER GLASS REINFORCED

PANELINGFRT FIRE RETARDANTFP FIREPROOFINGFIXT FIXTUREFLSHG FLASHINGFB FLAT BARFHMS FLAT-HEAD MACHINE

SCREWFHWS FLAT-HEAD WOOD SCREWFL CO FLOOR CLEAN-OUTFD FLOOR DRAINFS FLOOR SINKFLR FLOOR/FLOORINGFLUOR FLUORESCENTFTG FOOTINGFND FOUNDATIONFRG FURRINGFURN FURNITURE

GALV GALVANIZEDGI GALVANIZED IRONGSM GALVANIZED SHEET METALGA GAUGEGEN GENERALGL GLASSGB GRAB BARGR GRADEGSF GROSS SQUARE FEETGND GROUNDGT GROUTG GUTTERGWB GYPSUM WALL BOARD

SYMBOL DESCRIPTION

ABV ABOVEABC ABOVE CEILINGAFF ABOVE FINISHED FLOORACC DR ACCESS DOORACC FL ACCESS FLOORACC PL ACCESS PANELACC ACCESSACCES ACCESSORIESACOUST ACOUSTICALACOUSTINSUL

ACOUSTICAL INSULATION

ADD ADDENDUM/ADDENDAADH ADHESIVEADJ ADJACENTADJST ADJUSTABLEADMIN ADMINISTRATIONAD SEG ADMINISTRATIVE

SEGREGATIONAGG AGGREGATEA/C AIR CONDITIONINGAHU AIR HANDLING UNITAB ANCHOR BOLTLL ANGLE, LENGTHL ANGLE/LENGTH@ ATANOD ANODIZEDAD AREA DRAINASB ASBESTOSASPH ASPHALTAC ASPHALTIC CONCRETEAT ASPHALTIC TILEA/V AUDIO/VISUALAFS AUTOMATIC FIRE

SPRINKLER

BSMT BASEMENTBM BEAMBRG BEARINGBEL BELOWBP BENT PLATEBET BETWEENBEV BEVELEDBITUM BITUMINOUSBLK BLOCKBLKG BLOCKINGBD BOARDBS BOTH SIDESBW BOTHWAYS/BARBED WIREBOT BOTTOMBRDG BRIDGINGBRNZ BRONZEBUR BUILT-UP ROOFBG BUMPER GUARD

CEM BACKER BOARDCAB CABINETCPT CARPETCSMT CASEMENTCIP CAST IN PLACECI CAST IRONCLKG CAULKINGCTR CENTERCL CENTER LINE/CHAIN LINKCC CENTER TO CENTERCMT CERAMIC MOSAIC TILECT CERAMIC TILECLF CHAIN LINK FENCECH BD CHALKBOARDCH CHANNELCP CHECKERED PLATECIR CIRCLECIRC CIRCUMFERENCECO CLEANOUTCOTG CLEANOUT TO GRADECLR CLEARCLO CLOSETCLS CLOSURECRS COARSECR COLD ROLLEDCW COLD WATERCOL COLUMNCOMB COMBINATION/COMBINECOMM COMMUNICATIONSCONC CONCRETECMU CONCRETE MASONRY UNITCONF CONFERENCECONN CONNECT/CONNECTIONCJ CONSTRUCTION JOINTCOREBD COREBOARDCG CORNER GUARDCORR CORRUGATEDCNTR COUNTERC FLASH COUNTER FLASHINGCTSK COUNTERSINKCRG CROSS GRAINCU COPPERCUST CUSTODIANCYL CYLINDER


1 INSTALL STEEL DOOR AND FRAME ON PRECAST CONCRETE SILL IN 8" SPLITFACE CONCRETE MASONRY UNITS TO MATCH EXISTING WITHIN THECONSTRUCTION ACCESS OPENING. EPOXY REBAR DOWELS 8" ON CENTER ALLSIDES OF MASONRY FILL AND REINFORCE THE MASONRY WILL #5 REBAR 8" OCVERTICALLY AND 16" OC HORIZONTALLY. GROUT BLOCK SOLID. PORTIONS OFTHE MASONRY UNITS AT AND BELOW THE ROOF MEMBRANE COUNTERFLASHING IS TO BE SMOOTH UNITS. REINSTALL ROOF ACCESS LADDER INSIDETHE DOOR OPENING, RECONNECT ROOF DRAIN LEADER, AND RESTOREELECTRICAL BOX ADJACENT TO THE DOOR. TREAT ENTIRE FACE OF EXISTINGAND INFILL WALL WITH WATER REPELLANT.

KEY NOTES:

2 PROVIDE BUILT UP ROOFING MEMBRANE PATCH TURN UP WALL. INSTALLGALVANIZED SHEET METAL COUNTERFLASHING TO MATCH (E).

3 SEAL ORIFICE AROUND MECHANICAL PIPING TO CORED OPENING TO WALL.TYPICAL. SEE DRAWING A.3.3.1. FOR PIPING CONTINUATION.

AH3

1

2

MECHANICALROOMAB200

3

(N) HOUSEKEEPING PAD (SHOWN SHADED), SEE 7

S0.3

MAT

CHLI

NE/

2A3

.2.1

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:0

3 PM


A2.2.2

FLOOR PLAN - UPPERLEVEL - BLDG A & B

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG A & B - UPPER LEVEL PLAN


1 EPOXY REBAR DOWELS 8" ON CENTER ALL SIDES OF 5'-4" WIDE BY 5'-4" HIGHCONSTRUCTION ACCESS OPENING IN (E) CONCRETE MASONRY WALL. INFILLOPENING WITH 8" SPLIT FACE MASONRY TO MATCH (E) AND REINFORCE WITH #5REBAR 8" O.C. VERTICALLY AND 16" HORIZONTALLY. GROUT WALL SOLID.PORTIONS OF THE MASONRY UNITS AT AND BELOW THE ROOF MEMBRANECOUNTER FLASHING IS TO BE SMOOTH UNITS. TREAT ENTIRE FACE OF (E) WALLAND INFILL WITH WATER REPELLANT.

KEY NOTES:

2 PROVIDE 8" SPLITFACE CONCRETE MASONRY UNIT THREE SIDES OF CHASEOVER MECHANICAL PIPING FROM GRADE TO ATTIC. SEE SHEET A5.0.

3 INFILL DEMOLISHED WINDOW OPENING WITH 12" MASONRY UNIT. SEE 1/A5.0.

A5.0

1

AH2

(E)

AH5

MECHANICALROOMCD200

TC1

CHASE121

121A

9' - 3"

4' - 0

"

MATCHLINEMATCHLINE/2 A3.2.1 /2 A3.2.1

AH6

(N) HOUSEKEEPING PAD (SHOWN SHADED), SEE

7S0.3


7S0.3

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:0

4 PM


A2.2.3

FLOOR PLAN - UPPERLEVEL - BLDG C & D

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG C & D - UPPER LEVEL PLAN


1 EPOXY REBAR DOWELS 8" ON CENTER ALL SIDES OF 5'-4" WIDE BY 5'-4" HIGHCONSTRUCTION ACCESS OPENING IN (E) CONCRETE MASONRY WALL. INFILLOPENING WITH 8" SPLIT FACE MASONRY TO MATCH (E) AND REINFORCE WITH #5REBAR 8" O.C. VERTICALLY AND 16" HORIZONTALLY. GROUT WALL SOLID.PORTIONS OF THE MASONRY UNITS AT AND BELOW THE ROOF MEMBRANECOUNTER FLASHING IS TO BE SMOOTH UNITS. TREAT ENTIRE FACE OF (E) WALLAND INFIL WITH WATER REPELLANT.

KEY NOTES:

AH1

1

1

MECHANICALROOMEF232

AH4

MECHANICALROOMF200

MECHANICALROOME200

MATCHLINEMATCHLINE/1 A3.2.1 /1 A3.2.1


7S0.3


7S0.3

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:0

5 PM


A2.2.4

FLOOR PLAN - UPPERLEVEL - BLDG E TO K

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG E TO K - UPPER LEVEL PLAN


1 INFILL OPENING WITH 16 GUAGE STEEL STUDS AT 16" ON CENTER AND FINISHWITH PREFINISHED METAL PANEL TO MATCH EXISTING.

KEY NOTES:

2 INFILL FORMER SLAB OPENING FOR TRENCH DRAIN WITH CONCRETE SLAB ONGRADE. SEE STRUCTURAL.

3 HOUSKEEPING PAD. SEE STRUCTURAL AND MECHANICAL.

CHILLERROOM

303BOILERROOM

301

ELECTRICAL302

32

3

1

WC3

P2C

P1C

B4

B5

B6

DHX3

DHX4

CT2A

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:0

7 PM


A2.2.5

FLOOR PLAN -CENTRAL PLANT

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/4" = 1'-0"1 CENTRAL PLANT - FLOOR PLAN


20"6"

DIRECTOR

072

LIEUTENANT

071

CONFERENCE

073

CORRIDOR

071

KEYCONTROL

074

CORRIDOR

079

OXYGEN

080

S/P

064

SALLYPORT083

STORAGE

094

PHYS /PSYCH

098

DIRECTOR

099

CONFERENCE

100

H/C W/C

101

HALL

095

CLERICAL

097

ADMINASSIST

096

HALL

103H/C W/C

102

TREATMENT

109

EQUIP.ROOM

111

DENTAL

108

RECORDS

093

STORAGE

090

RN / NP /PA092

BIO HAZ.

091

CORRIDOR

112

CARTS

088

LABPREP089

H/C W/C

107

INTERVIEW

106104

TREATMENT

108

MECHANICALROOM

-

KITCHEN

?

SALLYPORT115

VAV1

VAV2

VAV3

VAV4

MAT

CHLI

NE/

1A3

.1.1

B

VAV5

VAV6

VAV8

VAV7

VAV16

VAV12

VAV11VAV

10VAV

9

CEILING LEGEND:(E) AREA TO REMAIN AS IS.

(E) CLOSED CELL SECURITY CEILING PANELS. CLEAN AND PAINT TO MATCH (E).

REINSTALL CEILING FRAMING REMOVED FOR DEMOLITION AND INSTALLATION OF DUCTWORK ABOVE. PROVIDE 5/8" GYPSUM WALL BOARD ON 12" X 12" CEILING TILE FINISH ON FRAMING. MATCH CEILING TILES WITH TILES INSTALLED IN 2012 RENOVATION IN THE AREA.

REINSTALL CEILING FRAMING REMOVED FOR DEMOLITION AND INSTALLATION OF DUCTWORK ABOVE. PROVIDE 5/8" GYPSUM WALL BOARD ON FRAMING. FINISH AND PAINT TO MATCH (E).

REINSTALL SUSPENDED CEILING GRID AND INSTALL 24" X 24" ACOUSTICAL CELING TILES IN GRID. MATCH CEILING TILES WITH TILES INSTALLED IN 2012 RENOVATION IN AREA.

REINSTALL CEILING FRAMING REMOVED FOR DEMOLITION AND INSTALLATION OF DUCTWORK ABOVE. PROVIDE 5/8" GYPSUM WALL BOARD BOTH SIDES OF HORIZONTAL SHAFT WALL. INSTALL 12" X 12" CEILING TILES TO MATCH TILES INSTALLED IN 2012 RENOVATION IN THE AREA.

OR

GENERAL NOTES:1. AT ALL HARD CEILINGS NOT ACCESSIBLE TO INMATES, PROVIDE 24" X

24" ACCESS DOORS AT ALL LOCATIONS TO ACCESS ALL MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT REUIRING ACCCESS FOR MAINTENANCE SERVICE OR ADJUSTMENTS. HARD CEILINGS IN AREAS ACCESSIBLE TO INMATES REQUIRE SECURITY GRADE DOORS.

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:0

8 PM


A3.1.1A

REFLECTED CEILINGPLAN - FIRST FLOOR -ADMIN BLDG - WEST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1/8" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - WEST

N


SEE

FOR

LIEUTENANT

067

OPEN

065

ARRAIGNMENT

051

BULK

041

PROPSTORAGE

043A

STAGING

000B

LAWENFORCEMENT

LOBBY000A

MEDINTERVIEW

001

MEDCELL004

MEDCELL005

MEDCELL006

MEDCELL007

LOBBY

000

W/C

002

CORRIDOR

003

TUB /SHOWER

008

RECORDSTORAGE

014

STORAGE

009

RECORDCLERKS

-

SP

018

HOLDING

-

W/C

016

RECORDSUPERVISOR

013

GROUPHOLDING

023024025

TOILET

027

HOLDING

026

CLASSIFICATION

030

GROUP

035

GROUPHOLDING

036

GROUPHOLDING

037TRANSPORT

OFFICE038

GROUPHOLDING

035

GROUPHOLDING

034

GROUPHOLDING

033

GROUPHOLDING

032

CLASSIFICATION

031

-

077

S/P

050

DRESSOUT048

DRESSIN

047

DRESSIN

046SAFETY

045

SAFETY

044VALUABLES

042

STAGING

000C

STAGING

000D

SP

020

SP

021

WAITINGROOM

-

MAT

CHLI

NE/

1A3

.1.1

A

VAV13

VAV15

VAV14

VAV18

VAV17

VAV19

VAV20

VAV21

VAV22

VAV23

VAV24

VAV26

VAV25

CEILING LEGEND:(E) AREA TO REMAIN AS IS.

(E) CLOSED CELL SECURITY CEILING PANELS. CLEAN AND PAINT TO MATCH (E).

REINSTALL CEILING FRAMING REMOVED FOR DEMOLITION AND INSTALLATION OF DUCTWORK ABOVE. PROVIDE 5/8" GYPSUM WALL BOARD ON 12" X 12" CEILING TILE FINISH ON FRAMING. MATCH CEILING TILES WITH TILES INSTALLED IN 2012 RENOVATION IN THE AREA.

REINSTALL CEILING FRAMING REMOVED FOR DEMOLITION AND INSTALLATION OF DUCTWORK ABOVE. PROVIDE 5/8" GYPSUM WALL BOARD ON FRAMING. FINISH AND PAINT TO MATCH (E).

REINSTALL SUSPENDED CEILING GRID AND INSTALL 24" X 24" ACOUSTICAL CELING TILES IN GRID. MATCH CEILING TILES WITH TILES INSTALLED IN 2012 RENOVATION IN AREA.

REINSTALL CEILING FRAMING REMOVED FOR DEMOLITION AND INSTALLATION OF DUCTWORK ABOVE. PROVIDE 5/8" GYPSUM WALL BOARD BOTH SIDES OF HORIZONTAL SHAFT WALL. INSTALL 12" X 12" CEILING TILES TO MATCH TILES INSTALLED IN 2012 RENOVATION IN THE AREA.

OR

GENERAL NOTES:1. AT ALL HARD CEILINGS NOT ACCESSIBLE TO INMATES, PROVIDE 24" X

24" ACCESS DOORS AT ALL LOCATIONS TO ACCESS ALL MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT REUIRING ACCCESS FOR MAINTENANCE SERVICE OR ADJUSTMENTS. HARD CEILINGS IN AREAS ACCESSIBLE TO INMATES REQUIRE SECURITY GRADE DOORS.

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:1

1 PM


A3.1.1B

REFLECTED CEILINGPLAN - FIRST FLOOR -ADMIN BLDG - EAST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1/8" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - EAST

N


MAT

CHLI

NE

MATCHLINEMATCHLINE

/2

A3.2

.1

/1 G2.2.4 /1 G2.2.4

A1

MATCHLINE/1 G2.2.3

/1 G2.2.3MATCHLINE

/1

A3.2

.1M

ATCH

LINE

A1 A2

MAT

CHLI

NE/

1A2

.2.2

A1 INSTALL 24" X 36" SECURITY ACCESS HATCH IN FLOOR DECK ABOVE. TRIM ALLSIDES OF THE DECK OPENING FROM ONE INCHES BELOW THE EXISTING CEILINGTO UNDERSIDE THE DECK , WITH CLOSURE PANELS OF TYPE 'X' 5/8" ABUSERESISTANT GYPSUM WALL BOARD ON 3 5/8" METAL STUD FRAMING AT 16" ONCENTER. MOUNT 36" X 36" FIRE RATED ACCESS PANEL ON THE UNDERSIDETRIM AND REINSTALL THE SUSPENSION SYSTEM AND CEILING TILES ABOUT THEACCESS OPENING TO MATCH EXISTING.

ARCHITECTURAL KEY NOTES:LU

HCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:1

2 PM


A3.2.1

REFLECTED CEILINGPLAN - UPPER LEVEL- ADMIN BLDG - WEST

& EAST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

N

1/8" = 1'-0"1 REFLECTED CEILING PLAN - UPPER LEVEL - ADMIN BLDG - EAST

1/8" = 1'-0"2 REFLECTED CEILING PLAN - UPPER LEVEL - ADMIN BLDG - WEST


1 (E) METAL PANEL ROOF ON 'Z' PURLINS ON METAL ANGLE FRAME TO REMAIN.

KEY NOTES:

2 INSULATED PIPING IN ATTIC BELOW (E) METAL ROOF. SEE MECHANICAL.

3 INSULATED PIPING MOUNTED ON (E) MASONRY HIGH WALL. SEE MECHANICAL.

5 INSTALL 24" X 24" SECURITY ACCESS HATCH IN OPENING AND PROVIDE METALPANELS TO MATCH EXISTING ON GABLE WALL AROUND THE HATCH OPENING.

4 INSTALL COOPER DURABLOCK ROOF TOP SUPPORTS AT 4' ON CENTER ON TOPOF (E) ROOF MEMBRANE UNDER MECHANICAL PIPING. PROVIDE UNISTRUTBRACKETS AS REQUIRED TO SUIT PIPE ELEVATION ABOVE ROOF. SEEMECHANICAL.

SEE FOR MECHANICAL ROOM PLAN

/1 A2.2.2

4 2

3

5

1A5.1

1

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:1

3 PM


A4.3.2

ROOF PLAN - BLDG A& B

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG A & B - ROOF PLAN


1 METAL PANEL ROOF ON WATERPROOF MEMBRANE ON 3/4" TREATED PLYWOODON 2" X 8" TREATED WOOD PLATE ON 8" CONCRETE MASONRY WALLS OF CHASEBELOW.

KEY NOTES:


3 REINSTALL TRIANGULAR INCLINED TRUSS AND STEEL ANGLE DROP-IN PANELSAND WELD OVERHEAD SECURITY MESH TO STRUCTURAL FRAME TO MATCHEXISTING. WHERE MESH PANELS DO NOT TERMINATE AT A STRUCTURALMEMBER, THROUGH BOLT THE MESH WITH SQUARE WASHER PLATES TO MATCHEXISTING.

4 INSTALL COOPER DURABLOCK ROOF TOP SUPPORTS AT 4' ON CENTER ON TOPOF ROOF MEMBRANE UNDER MECHANICAL PIPING. PROVIDE UNISTRUTBRACKETS AS REQUIRED TO SUIT PIPE ELEVATION ABOVE ROOF.

5 SEAL ORIFICE AROUND MECHANICAL PIPING TO CORED OPENING TO WALL.TYPICAL.

6 INSTALL CURB AND PROVIDE ROOF MEMBRANE FLASHING AROUND MECHANICALPIPING PENETRATION IN ROOF.

7 SUPPORTING (E) 3" x 3" STEEL ANGLE ROOF FRAMES WITH (E) 3" X 4" ANGLEBRACES BELOW THE METAL PANEL ROOF.

A5.0

1

1

2

4

3

6

5 LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:1

5 PM


A4.3.3

ROOF PLAN - BLDG C& D

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG C & D - ROOF PLAN


1 (E) METAL PANEL ROOF ON 'Z' PURLINS ON METAL ANGLE FRAME TO REMAIN.

KEY NOTES:


3 REINSTALL STEEL ANGLE DROP-IN PANELS AND WELD OVERHEAD SECURITYMESH TO STRUCTURAL FRAME TO MATCH EXISTING. WHERE MESH PANELS DONOT TERMINATE AT A STRUCTURAL MEMBER, THROUGH BOLT THE MESH WITHSQUARE WASHER PLATES TO MATCH EXISTING.

4 INSTALL COOPER DURABLOCK ROOF TOP SUPPORTS AT 4' ON CENTER ON TOPOF ROOF MEMBRANE UNDER MECHANICAL PIPING. PROVIDE UNISTRUTBRACKETS AS REQUIRED TO SUIT PIPE ELEVATION ABOVE ROOF.

5 SEAL ORIFICE AROUND MECHANICAL PIPING TO CORED OPENING TO WALL.TYPICAL.

6 INSTALL CURB AND PROVIDE ROOF MEMBRANE FLASHING AROUND MECHANICALPIPING PENETRATION IN ROOF. SEE DETAIL.

2 1

3

4

6

5

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:1

6 PM


A4.3.4

ROOF PLAN - BLDG ETO K

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG E TO K - ROOF PLAN


FINISH GRADE0"

PREFINISHED METAL ROOF TO MATCH EXISTING. SLOPE TO DRAIN 1" TO 12" SLOPE

8" SPLIT FACE CONCRETE MASONRY UNIT WALLS ALL THREE SIDES OF CHASE

PROVIDE 2'-4" X 5'-2" DETENTION STEEL DOOR IN PRESSED METAL FRAME WITH PAINT FINISH

EXTEND CHASE WALLS BELOW GRADE TO TOP OF FOOTING. UNDERPIN EXISTING FOUNDATION WALL.

3A5.1

INFILL DEMOLISHED WINDOW OPENING IN INTERIOR CONCRETE MASONRY WALL WIDTH WITH 12" CMU. EPOXY DOWEL #5 REBAR AT 8" ON CENTER EACH WAY INTO THE EXISTING MASONRY AND TIE OFF BARS IN THE OPENING BEFORE MASONRY INSTALLATION. SOLID GROUT THE MASONRY

CONCRETE FOUNDATION,SEE STRUCTURALAPPROXIMATE LOCATION OF

(E) MECHANICAL & PLUMBING PIPING 24" BELOW GRADE

1A5.1

LUHCSW.

RB

TAD

LEY

L ICE

NSED ARCHITECT


IA

Ren.: 09/30/19No.: C 35632

Z

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:1

7 PM


A5.0

ARCHITECTURALELEVATIONS &

SECTIONS

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1/4" = 1'-0"1 ELEVATION AT NEW CHASE

DOOR SCHEDULE

DOOR #DOOR

HARDWAREFRAME

WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL

121A 2' - 4" 5' - 2" 1 3/4" DHM PT A HW-1 DHM


T

PROVIDE PIPE SLEEVE THROUGH FOUNDATION 1" LARGER IN DIAMETER THAN PIPE PENETRANT. PACK COMPRESSIVE MATERIAL AROUND ORIFICE AND SEAL.

CONC FOUNDATION, SEE STRUCTURAL.

PROVIDE ST 1.5" X 2.85" GALVANIZED STEEL INTERMEDIATE SUPPORTS ON EACH SIDE OF PIPES AT MINIMUM 24" OC.

1" X 1/8" GALVANIZED STEEL WELDED BAR GRATING. CUT OPENINGS IN BAR GRATING AS REQUIRED FOR PIPE CLEARANCE.

(E) 12' INSULATING CONC MASONRY WALL

FOR MECHANICAL AND PLUMBING, SEE MECHANICAL. OFFSET PIPES BELOW GRATING FOR PIPE CLEARANCE FROM FOUNDATIONS. LOCATE THE SHUT OFF VALVES APPROXIMATELY 6' ABOVE THE FINISH FLOOR SLAB.

DETENTION DOOR ASSEMBLY WITH SADDLE THRESHOLD ON BED SEALANT ON 2" SOLID CONCRETE MASONRY CAP BLOCK

8" SPLIT FACE INTEGRALLY COLORED CONCRETE MASONRY. REINFORCE AND GROUT SOLID. SEE STRUCTURAL.

SEE STRUCT FOR INSTALLATION OF GRATING

4' - 0"

5' - 0"

PROVIDE WEEP HOLES AT BASE OF CMU @ 16" O.C.

SLOPE FINISH GRADE AWAY FROM BUILDING

2' - 0

"

2" MECHANICAL PIPING ON UNISTRUT ON (E) CONC DECK

(E) 4 1/2" CONCRETE OVER 2" COMPOSITE DECK

MECHANICAL PIPING. OFFSET PIPING VERTICALLY AS REQUIRED TO CLEAR EACH HORIZONTAL PIPE RUN AT THE CHASE, SEE MECHANICAL AND STRUCTURAL DWGS.

(E) 3" x 3" x 1/4" STEEL ANGLE BRACES AT 8'-0" OC

(E) 3" x 4" x 1/4" STEEL ANGLE TIE AT 8'-0" OC

(E) METAL PANEL ROOF ON 4" 'Z' GIRTS ON 3" X 3" 1/4" STEEL ANGLE FRAME SUPPORTS AT 8'-0" OC

(E) EXTERIOR INSULATED CONCRETE MASONRY WALL.

PLUMBING PIPING. OFFSET PIPING VERTICALLY AS REQUIRED TO CLEAR EACH HORIZONTAL PIPE RUN AT THE CHASE, SEE MECHANICAL AND STRUCTURAL DWGS.

REMOVE PORTION OF (E) 1 x 6 REDWOOD TRIM ATTACHED TO TOP COURSE OF 8" CONCRETE MASONRY UNIT FOR WIDTH OF THE CHASE ROOF.

METAL PANEL ROOF ON SELF-ADHERING SHEET UNDERLAYMENT ON FIRE TREATED WOOD SHEATHING AND 2x4 WOOD JOISTS. SECURE TOP OF UNDERLAYMENT WITH CONTINUOUS PRESSURE BAR, SEE STRUCTURAL.

PROVIDE SPLIT FACE INTEGRAL COLOR 8"x4"x16" BLOCK ON TOP COURSE OF WALL.

PREFINISHED METAL EDGE FLASHING WITH CONTINUOUS CONCEALED CLEAT.

HEM PANEL EDGE AND FORM DRIP ON LEADING EDGE OF METAL PANEL.

CORE THROUGH WALLS AS REQUIRED FOR MECHANICAL PIPING. SEAL ANNULAR SPACE ON BOTH SIDES WALL WITH COMPRESSIBLE FILL AND SEALANT.

MECHANICAL PIPING ON UNISTRUT ON (E) CONC DECK. CORE HOLES IN MASONRY WALLS FOR WALL PENETRATIONS AND PROVIDE CONTINUOUS BEAD OF SEALANT ON ROD TO PERIMETER OF PIPE ON BOTH SIDES OF WALL.

INSTALL 24" X 24" SECURITY ACCESS PANEL ON THE SOUTH GABLE END IN EXISTING 8" CMU OPENING TRIMMED AS REQUIRED FOR THE HATCH. HATCH FLANGE IS ON EXTERIOR SIDE OF WALL. SECURE HATCH TO WALL WITH SECURITY FASTENERS INTO THE CMU.

(E) REINFORCED 8" CONCRETE MASONRY UNIT GABLE WALL

(E) METAL PANEL ROOF ON 4" 'Z' GIRTS

1"

2' - 0

"

INSTALL 24" X 36" SECURITY ACCESS HATCH ON OPENING CUT INTO THE EXISTING COMPOSITE FLOOR DECK. ANCHOR HATCH FLANGES TO THE CONCRETE WITH SECURITY FASTENERS.

5/8" TYPE 'X' IMPACT RATED GWB ALL SIDES OF 3 5/8" STEEL STUDS AT 16" O.C. CONSTRUCT PER UL HW-D-0102 FOR 2 HOUR ASSEMBLY RATING. REINSTALL EXISTING SUSPENSION

SYSTEM AND CEILING TILES. CUT CEILING COMPONENTS AS REQUIRED FOR ACCESS DOOR ENCLOSURE.

FIRE RATED 24" X 36" ACCESS DOOR

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A5.1

ARCHITECTURALELEVATIONS &

SECTIONS

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1" = 1'-0"3 PIPE CHASE FOOTING SECTION

1" = 1'-0"1 ATTIC SECTION AT CHASE

1" = 1'-0"2 ATTIC SECTION AT ACCESS DOORS


INSTALL BOTTOM AND INTERMEDIATE FENCE RAILS AND INSTALL CHAIN LINK FENCE FABRIC FROM BOTTOM RAIL TO OVERHEAD STEEL BEAM, AND FROM (E) END POST TO THE CORNER POST.

BOLT RELOCATED GATE ASSEMBLY TO EXISTING CONCRETE SLAB WITH (4) 3/4" X 4" WEDGE ANCHOR BOLTS PER POST. SHIM GATE BASES SO IT IS PLUMB IN BOTH DIRECTIONS.

INSTALL TOP, INTERMEDIATE, AND BOTTOM RAIL BETWEEN EXISTING CORNER POSTS OF THE WALKWAY. CONNECT THE INTERMEDIATE AND BOTTOM RAIL TO THE GATE FRAME AS REQUIRED. INSTALL FENCE FABRIC WITH TENSION BARS AT THE CORNER POSTS AND AT GATE FRAME POSTS BY WELDING THE BARS TO THE WELDOFF TABS ON THE FRAME.

A1

A2

A3

KEYNOTES:A1

A3

A2

A3REMOVE CHAIN LINK FENCE FABRIC UP TO STRETCHER BAR AT STEEL COLUMN. RETAIN FENCE TOP, INTERMEDIATE AND BOTTOM RAIL.

DEMOLISH CHAIN LINK FENCE FABRIC FROM BOTTOM RAIL UP TO THE OVERHEAD STEEL BEAM APPROXIMATELY 10'-0" ABOVE WALKWAY SLAB. REMOVE BOTTOM AND INTERMEDIATE RAIL.

GRIND OFF FENCE TENSION BARS FROM GATE FRAME. REMOVE SECURITY GATE AND FRAME ASSEMBLY BY REMOVING ANCHOR BOLTS AT BASEPLATE TO THE CONCRETE WALKWAY SLAB. RETAIN GATE FOR REINSTALLATION.

FENCE TO REMAIN.

D1

D2

D3

D4

KEYNOTES:

D2

D3

D2

D1

D4

D4

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A5.2

WALKWAYALTERATIONS

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1/2" = 1'-0"1 WALKWAY PLAN

1/2" = 1'-0"2 WALKWAY DEMO PLAN N N


GENERAL STRUCTURAL NOTES

1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS

A. FOR CONVENIENCE, SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT AND ARE ARRANGED IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS.

IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL BE THE SAME AS SIMILAR PARTS THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS OCCUR ON DRAWINGS AND/OR SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL.

SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THE NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER, THEN HE SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT. NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS. THE FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR ON NOTICE THAT, SHOULD HE ELECT TO PROCEED, HE IS DOING SO AT HIS OWN RISK.

B.

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.2.

A. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.

B. THE OWNER AND THE ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED.

C.

5.

6.

7.

8.

9.

10.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE A CONFLICT OR DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. IN A CASE OF CONFLICT BETWEEN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING ANY WORK.

WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. SHOULD THERE BE ANY QUESTION, CONTACT THE ENGINEER PRIOR TO PROCEEDING.

WHEN CONSTRUCTION ATTACHES TO AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO OBTAIN THE THESE DRAWINGS FROM THE OWNER.

ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE REVIEWED BY THE ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE ALLOWED.

DO NOT SCALE DRAWINGS. CONTACT THE ENGINEER FOR ANY DIMENSIONS NOT SHOWN.

THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY LOCAL BUILDING OFFICIALS AND SIGNED BY THE OWNER AND THE ENGINEER.

SHOP DRAWING NOTE:

A. SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC PDF FORMAT.

THE PURPOSE OF SHOP DRAWINGS SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT HE UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS. DUPLICATION OF DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT ACCEPTABLE.

PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER, SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, STRUCTURAL STEEL & REINFORCING STEEL.

PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING "REVIEWED FOR CONFORMANCE".

SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.

ANY DETAIL ON THE SHOP DRAWING THAT DEVIATES FROM THE CONTRACT DOCUMENTS SHALL CLEARLY BE MARKED WITH THE NOTE "THIS A CHANGE".

SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE RESUBMITTAL FOR RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.

3.

SAFETY NOTE:

C.

B.

C.

D.

E.

F.

G.

4.

1. CODES AND STANDARDS2016 CALIFORNIA BUILDING CODE (CBC)ASCE 7-10ACI 318-142015 NDSAISC 360-10, 341-10, 358-10AISI S100-07 / S2-10

4. LATERAL LOADS

SITE CLASS D S = C =S = S =R = , = , p = S = = , Cd = RISK CATEGORY: SEISMIC DESIGN CATEGORY: SEISMIC BASE SHEAR = KIPS (NS DIR)

KIPS (EW DIR)SEISMIC FORCE RESISTING SYSTEM:ANALYSIS PROCEDURE:

SEISMIC:

ULTIMATE DESIGN WIND SPEED = MPHNOMINAL DESIGN WIND SPEED = 89 MPHEXPOSURE CATEGORY = GC = ±

WIND:

s1

d1ds

pi

2. VERTICAL LOADSROOF LIVE LOAD = 20 PSFMECHANICAL ROOM LIVE LOAD = 150 PSFFLOOR PARTITION LIVE LOAD = N/A PSFCORRIDORS = N/ALIVE LOADS ARE REDUCED WHERE PERMITTED BY CODE.

o

3. SOIL VALUESALLOWABLE SOILS PRESSURE

1. DL N/A PSF2. DL + LL 1500 PSF3. DL + LL + EQ / WD 1500 PSF

DESIGN CRITERIA

s0.6550.264

N/A0.5570.330N/A 1.25 1.0

N/A

III

CN/A

115

II

FOOTINGMINIMUM DEPTH =____ MINIMUM WIDTH =____

12" BELOW LOWEST ADJACENT GRADE12"

D

N/A

N/AN/A

STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTINGSPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED BY AN INSPECTION AGENCY, EMPLOYED BY THE OWNER, AND QUALIFIED BY THE BUILDING OFFICIAL TO INSPECT THE PARTICULAR TYPE OF CONSTRUCTION. TESTS AND INSPECTIONS, AS REQUIRED BY CHAPTER 17 OF THE 2016 CBC, SHALL BE PERFORMED DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW:

INSPECTIONS MAY BE CONTINUOUS OR PERIODIC AS ALLOWED BY THE INDIVIDUAL MATERIAL OR COMPONENT INSPECTION SECTIONS AND TABLES OF SECTION 1705.

1.

INSPECTIONS & TESTING:

SECTION 1705.2 & AISC 360SECTION 1705.3 & TABLE 1705.3SECTION 1705.4 & TMS 402/ACI 530/ASCE5 & TMS602/ACI530.1/ASCE.6SECTION 1705.5SECTION 1705.5.1SECTION 1705.6SECTION 1705.7SECTION 1705.8

STEEL CONSTRUCTIONCONCRETE CONSTRUCTIONMASONRY CONSTRUCTION - LEVEL 1

WOOD CONSTRUCTIONHIGH-LOAD DIAPHRAGMSOILSDRIVEN DEEP FOUNDATIONSCAST-N-PLACE DEEP FOUNDATIONSPOST INSTALLED ANCHORS - SEE "DRILLED-IN ANCHORS" NOTES SHEET S0.2

THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE REPORTS SHALL INDICATE WHETHER WORK INSPECTED CONFORMED TO THE CONSTRUCTION DOCUMENTS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.

ALL SPECIAL INSPECTION AGENCIES/INDIVIDUALS AND SHOP FABRICATORS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF WORK.

TESTING AND INSPECTION RECORDS SHALL BE RETAINED UNTIL COMPLETION OF CONSTRUCTION.

THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL ACKNOWLEDGING RESPONSIBILITY FOR CONSTRUCTION OF THE MAIN LATERAL-FORCE RESISTING SYSTEM PRIOR TO COMMENCEMENT OF THAT WORK AS REQUIRED BY SECTION 1704 OF THE 2016 CBC.

FOR TESTING AND INSPECTION REQUIREMENTS FOR NON-STRUCTURAL MATERIALS AND COMPONENTS, SEE CONSTRUCTION DOCUMENTS AND COMPLY WITH CHAPTER 17 OF THE 2016 CBC.

3.

4.

5.

6.

7.

2.

CONCRETE1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

STRUCTURAL CONCRETE SHALL ATTAIN 28 DAY COMPRESSIVE STRENGTH AS REQUIRED IN NOTE #24. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES.

CONCRETE MIX DESIGNS SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER, REVIEWED BY OWNER'S TESTING LABORATORY AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW.

CEMENTITIOUS MATERIALS:CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR II.FLY ASH SHALL CONFORM TO ASTM C-618. MAX QUANTITY OF FLYASH SHALL BE AS GIVEN IN SPECS (15% MAX UNO).

CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE.

NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED NONMETALLIC FORMULA.

REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 FOR #4 AND LARGER, AND ASTM A-615 GRADE 40 FOR #3 AND SMALLER, EXCEPT REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706. CONTRACTOR SHALL SUBMIT REBAR MILL CERTIFICATES.

ALL PREHEATING AND WELDING OF REINFORCING BARS SHALL BE DONE IN ACCORDANCE WITH AWS D1.4 LATEST EDITION AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY. CONTRACTOR SHALL FURNISH WPS FOR ALL REBAR WELDING TO THE LABORATORY.

REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION".

DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS LISTED AND DENOTE CLEAR COVERAGE. NON-PRESTRESSED, CAST-IN-PLACE CONCRETE COVERAGE SHALL BE AS FOLLOWS, UNO:

CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) --- 3"CONCRETE EXPOSED TO GROUND OR WEATHER BUT PLACED IN FORMS:

#5 AND SMALLER ------------------------------ 1-1/2"#6 AND LARGER -------------------------------- 2"SLABS (ON FORMS) --------------------------- 3/4"SLABS (ON GROUND) ------------------------- 2" CLEAR FROM TOP UNO

SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED UNO, SEE SCHEDULE SHEET S0.2. SPLICES IN ADJACENT BARS SHALL BE GREATER THAN 5'-0" APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS, STRUCTURAL SLABS ON GRADE AND MAT FOUNDATIONS AS FOLLOWS UNO: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARS IN ELEVATED SLABS AND BEAMS, ETC. AS FOLLOWS UNO: TOP BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE OF SUPPORT.

THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN THE LARGER OF BAR DIAMETER, 1", OR 33% GREATER THAN THE MAXIMUM AGGREGATE SIZE (NOMINAL), WHICHEVER IS GREATEST. THIS REQUIREMENT ALSO APPLIES TO THE CLEAR SPACING BETWEEN DIFFERENT LAYERS OF PARALLEL BARS AND TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS.

ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED. AT WALLS, PROVIDE HOOKS AT ENDS OF ALL REINFORCING AT ENDS, CORNERS AND INTERSECTIONS, UNO.

CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, SAND BLASTING, OR RAKING THE SURFACE TO PROVIDE 1/4" DEEP DEFORMATIONS.

REMOVE ALL DEBRIS FORM FORMS BEFORE CASTING ANY CONCRETE.

REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

ANCHOR BOLTS (AB's) CAST IN CONCRETE OR MASONRY FOR WALL SILL AND LEDGER/APPLICATIONS SHALL BE HEADED BOLTS WITH CUT THREADS CONFORMING TO ASTM A307, UNO. REFER TO "WOOD" NOTES FOR ADDITIONAL REQUIREMENTS FOR BOLTS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT MATERIAL. REFER TO "STRUCTURAL STEEL" NOTE FOR REQUIREMENTS FOR ANCHOR RODS (AR's) CAST IN CONCRETE FOR COLUMN BASE PLATE AND STEEL EMBED APPLICATIONS.

DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME SIZE BAR.

CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OR TRUNKS OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.

DRILL THROUGH STEEL COLUMNS, BEAMS AND PLATES TO PASS CONTINUOUS REINFORCING.

NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED.

PROVIDE #5 X 4'-0" DIAGONAL REINFORCING AT TOP AND BOTTOM OF SLAB AT ALL RE-ENTRANT CORNERS TYPICAL. THIS APPLIES TO SLAB ON GRADE.

ALL SAW CUTTING SHALL BE DONE AFTER INITIAL SET HAS OCCURRED TO AVOID TEARING OR DAMAGE BY THE SAW BLADE, BUT BEFORE INITIAL SHRINKAGE HAS OCCURRED.

NOTIFY STRUCTURAL ENGINEER A MINIMUM OF 48 HOURS BEFORE PLACING ANY CONCRETE.

CONCRETE STRENGTHS & MIX PROPERTIES UNO: MAX AGGR.

ITEM f'c AT 28 DAYS SIZE WEIGHT MAX W/CM* RATIO

SLAB ON GRADE & FOUNDATION 3000 PSI 1" NW 0.5

* W/CM = WATER: CEMENTITIOUS MATERIAL RATIO

XXXXX

1XXXX

1 / S101A

1 / S101B

VIEW NUMBER / SHEET NUMBER

SHADED PORTION IS SIDE CONSIDERED

MATCH LINE

WORK POINT,CONTROL POINT,ELEVATION, OR DATUM POINT

GRID LINES

STRUCTURALELEVATION

ELEVATION IDENTIFIER

SHEET NUMBER

STRUCTURALSECTION

STRUCTURALDETAIL

SECTION IDENTIFIER

SHEET NUMBER

DETAIL IDENTIFIER

SHEET NUMBER

SYMBOLDESCRIPTION

STRUCTURAL SYMBOLS

XXXXX

0.0

0.0

WOOD FRAMING THRU MEMBER

WOOD FRAMING INTERRUPTED MEMBER

DESCRIPTIONSYMBOL

PLYWOOD

EARTH

ROCK FILL

SAND / MORTAR / PLASTER / GROUT

CAST IN PLACE OR PRECAST CONCRETE

STEEL

CMU WALL

STRUCTURAL MATERIALS

REGIS

TER

ED

PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

REGIS

TER

ED

PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

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S0.1

STRUCTURALABBREVATIONS,

SYMBOLS & NOTES

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STRUCTURAL ABBREVIATIONSSYMBOL DESCRIPTION

MAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMFR MANUFACTURERMISC MISCELLANEOUSMTL METAL

(N) NEWNS NEAR SIDENTS NOT TO SCALENW NORMAL WEIGHT

OC ON CENTEROD OUTSIDE DIAMETEROH OPPOSITE HANDOSB ORIENTED STRAND BOARDOVS OVERSIZED

PC PIECEPERP PERPENDICULARPJP PARTIAL JOINT PENETRATIONPL PLATEPPT PRESSURE PRESERVATIVE

TREATEDPW PLYWOOD

R RADIUSREINF REINFORCINGREQ'D REQUIRED

SC SLIP CRITICALSHTG SHEATHINGSIM SIMILARSMS SHEET METAL SCREWSOG SLAB ON GRADESP STRUCTURAL

PLYWOOD/PANELSQ SQUARESS STAINLESS STEELSTD STANDARDSTFNR STIFFENERSTGRD STAGGEREDSTL STEELSTRUCT STRUCTURAL

T&B TOP AND BOTTOMT&G TONGUE & GROOVETHRD THREADEDTN TOE NAILTOC TOP OF CONCRETETOF TOP OF FOOTINGTOM TOP OF MASONRYTOS TOP OF STEELTOT TOTALTOW TOP OF WALLTYP TYPICAL

UNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTED

VERT VERTICAL

W/ WITHWF WIDE FLANGEWP WORK POINTWT WEIGHTWWF WELDED WIRE FABRIC

SYMBOL DESCRIPTION

@ ATAB ANCHOR BOLTABV ABOVEADD'L ADDITIONALAGGR AGGREGATEALT ALTERNATEAPPROX APPROXIMATEARCH'L ARCHITECTURAL

BC BOTTOM OF CONCRETEBLDG BUILDINGBLKG BLOCKINGBLW BELOWBM BEAMBO BOTTOM OFBOF BOTTOM OF FOOTINGBOT BOTTOMBRG BEARINGBTWN BETWEEN

CBC CALIFORNIA BUILDING CODECC CENTER TO CENTERCIP CAST IN PLACECJ CONSTRUCTION OR CONTROL

JOINTCJP COMPLETE JOINT

PENETRATIONCL CENTERLINECLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCONTR CONTRACTORCSK COUNTERSINKCTR CENTER

DBL DOUBLEDF DOUGLAS FIRDIA or ø DIAMETERDIAG DIAGONALDIM DIMENSIONDL DEAD LOADDO DITTODWG DRAWING

(E) EXISTINGEA EACHEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONEN EDGE NAILINGEOS EDGE OF SLABEQ EQUALEW EACH WAYEWEF EACH WAY EACH FACEEXT EXTERIOR

FB FACE OF BLOCK (OR BRICK)OR FLAT BAR

FC FACE OF CONCRETE ORFRAMING CLIP (SIMPSON A35UNO)

Fc CONCRETE ULTIMATECOMPRESSIVE STRENGTH

FDN FOUNDATIONFF FINISH FLOORFG FINISH GRADEFN FIELD NAILINGFS FACE OF STUD OR FAR SIDEFT(') FOOT/FEET OR FIRE TREATEDFTG FOOTING

GA GAUGE OR GAGEGLB GLUED LAMINATED BEAM

HB HEADED BOLTHDR HEADERHORIZ HORIZONTALHSB HIGH STRENGTH BOLTHSS HOLLOW STRUCTURAL STEELHT HEIGHT

INFO INFORMATION

JH JOIST HANGERJT JOINT

LBS or # POUNDSLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLS LAG SCREWLW LIGHT WEIGHT


DRILLED-IN ANCHORSEPOXY ANCHORS SHALL BE HILTI RE500-SD PER ESR-2322, HILTI HIT-HY 70 PER ESR-2682 OR SIMPSON SET-XP PER ESR-2508 FOR THREADED ROD & REBAR. EXPANSION ANCHORS SHALL BE HILTI KB-TZ PER ESR-1917 FOR CONCRETE OR ESR-3785 FOR MASONRY OR SIMPSON STRONG-BOLT PER ESR-1771 FOR CONCRETE. TYPE, SIZE & EMBEDMENT SHALL BE INDICATED IN DRAWINGS. POST-INSTALLED ANCHORS FOR REPAIR SHALL BE EVALUATED ON A CASE BY CASE BASIS. NOTIFY STRUCTURAL ENGINEER FOR REPAIRS.

ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THE ICC REPORT.

UNLESS NOTED OTHERWISE ANCHORS HAVE BEEN DESIGNED FOR SPECIAL INSPECTION. PROVIDE SPECIAL INSPECTION AS INDICATED IN THE ICC REPORT.

WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING CONCRETE OR MASONRY, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. DO NOT INSTALL ANCHORS IN PRESTRESSED CONCRETE ELEMENTS OR IN AREAS WITH RADIANT TUBING EMBEDDED IN CONCRETE.

THE INSPECTION OF THE ANCHORS SHALL BE DONE BY A QUALIFIED INSPECTION AGENCY AND A REPORT OF THE INSPECTION RESULTS SHALL BE SUBMITTED TO THE GOVERNING AGENCY AND ARCHITECT/STRUCTURAL ENGINEER. SEE "STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING" ON SHEET S001 FOR ADDITIONAL INFORMATION.

1.

2.

3.

4.

5.

FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, AND THE CALIFORNIA BUILDING CODE, LATEST EDITIONS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM WITH ASTM A992. ALL OTHER STRUCTURAL STEEL ROLLED SHAPES (CHANNELS, ANGLES, ETC) AND PLATES SHALL CONFORM WITH ASTM A36, UNO.

STEEL PIPE SHALL CONFORM TO ASTM A53, TYPES E OR S, GRADE B.

ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B.

ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE. CONTRACTOR RESPONSIBLE FOR REVIEWING ALL BASE PLATE AND SUPPORT CONDITIONS DURING ERECTION AND BRACING AS REQUIRED. SEE AISC AND OSHA REQUIREMENTS.

PLACE NON-SHRINK GROUT UNDER ALL BASE PLATES BEFORE ADDING VERTICAL LOAD.

STRUCTURAL STEEL BELOW GRADE SHALL HAVE 3 INCHES MINIMUM OF CONCRETE COVER.

BOLTED CONNECTIONS SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE. WHERE HIGH STRENGTH BOLTS ARE INDICATED, BOLTS CONFORMING TO ASTM A325 OR ASTM A490 AS NEEDED SHALL BE PROVIDED.

HOLES FOR UNFINISHED BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER OF THE BOLT PLUS 1/16". USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE.

WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL HAVE COMPLETE PENETRATION UNLESS NOTED OTHERWISE. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH. ALL ELECTRODES FOR WELDING SHALL COMPLY WITH AWS CODE, E70 SERIES MINIMUM.

WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED.

MINIMUM FILLET WELDS: 3/16" @ T < 1/2"1/4" @ T < 3/4"5/16" @ T > 3/4"

WELDING PROCEDURE SPECIFICATIONS (WPS) FOR SHOP AND FIELD PREQUALIFIED WELD JOINTS AND WELD JOINTS QUALIFIED BY TEST SHALL BE PREPARED FOR REVIEW PRIOR TO FABRICATION. ALL WELDING PROCEDURE ITEMS SUCH AS BASE METALS, WELDING PROCESSES, FILLER METALS AND JOINT DETAILS THAT MEET THE REQUIREMENTS OF AWS D1.1 SECTION 5.1 SHALL BE CONSIDERED AS PREQUALIFIED. ANY CHANGE OR SUBSTITUTION THAT IS BEYOND THE RANGE OR TOLERANCE OR REQUIREMENTS FOR PREQUALIFICATION SHALL BE QUALIFIED BY TEST PER AWS D1.1 SECTION 5 PART B. QUALIFICATION TESTING IS REQUIRED WHEN THE DEPTH OF A PARTIAL PENETRATION OR COMPLETE PENETRATION WELD IS 2" OR GREATER.

ALL EXPOSED STEEL SHALL RECEIVE MINIMUM ONE COAT OF PRIMER AND PAINT OR SHALL BE HOT-DIPPED GALVANIZED. DO NOT PAINT AREAS TO BE EMBEDDED INTO CONCRETE, CONTACT AREAS OF HIGH STRENGTH BOLTED CONNECTIONS AND SURFACE TO RECEIVE FIELD WELD OR SPRAY APPLIED FIREPROOFING. TOUCH-UP FIELD WELDS AND OTHER EXPOSED SURFACES AFTER ERECTION.

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2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

STRUCTURAL STEELREINFORCEMENT LAP SPLICE SCHEDULE(ALL LENGTHS SHOWN ARE IN INCHES)

ACI 318-142015 IBC

2016 CBCf'c = 3000 PSI CONC

SPLICECLASS

REINF LOCATION #3

OTHERB

#4 #5 #6 #7

TOP

REINFORCEMENT SIZE

#8 #9 #10 #11

20 38 47 56 82 94 106 119 132

16 29 37 43 63 72 81 91 102

NOTES:1. SCHEDULE APPLIES TO NORMAL WEIGHT CONCRETE WITH

UNCOATED, GRADE 60 REINFORCING STEEL FOR #4 BARS AND LARGER (VALUES FOR #3 BARS BASED ON GRADE 40).

2. TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT LOCATED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.

3. WHERE CLEAR SPACING OF BARS BEING SPLICED IS LESS THAN 2 BAR DIA. OR WHERE CLEAR COVER OF BARS BEING SPLICED IS LESS THAN 1 BAR DIA., MULTIPLY LAP LENGTHS BY 1.50, UNO.

FOUNDATION SOIL STRATA IS UNDISTURBED, NON-ORGANIC NATIVE SOIL,CLASS 1 THRU 5, AS PER CBC CHAPTER 18 ESPECIALLY SECTIONS1806 AND 1807, AND TABLE NO. 1806.2. FOUNDATIONS SHALL BEARON FIRM FOUNDATION SOIL STRATA AS APPROVED BY THE BUILDINGOFFICIAL. EXPANSIVE, ORGANIC, LOOSE OR SOFT SOILS, MUD, ORNON-ENGINEERED FILL SHALL NOT BE UTILIZED FOR SUPPORT OFFOOTINGS OR SLABS ON GRADE. IT IS THE OWNER'S RESPONSIBILITYTO CONTRACT WITH A GEOTECHNICAL ENGINEER TO INSURE COMPLIANCEWITH THESE REQUIREMENTS.

ALL FOOTINGS SHALL BE REINFORCED CONCRETE.

THE ELEVATIONS OF BOTTOMS OF FOUNDATIONS AS SHOWN ON THESEDRAWINGS INDICATE THE ESTIMATED MINIMUM FOUNDATION DEPTHS.

FOUNDATIONS ARE DESIGNED FOR A MAXIMUM DEAD PLUS LIVE LOADALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF.

BOTTOMS OF FOOTINGS SHALL EXTEND A MINIMUM OF 1'- 0" BELOWLOWEST ADJACENT GRADE.THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL.

CENTER FOOTINGS UNDER WALLS OR COLUMNS UNLESS OTHERWISEINDICATED ON THESE DRAWINGS.

PROVIDE BASE MATERIALS BELOW CONCRETE FLOOR SLABS ON GRADE.

PROVIDE SPECIAL INSPECTIONS REQUIRED BY CBC SECTION 1705 FORSOILS. SEE CBC SECTION 1705.6 (SOILS).

1.

2.

3.

4.

5.

6.

7.

8.

9.

FOUNDATION NOTES

UNISTRUT FRAMING SHALL BE AS MANUFACTURED BY UNISTRUT CORPORATION, WAYNE, MICHIGAN, OR APPROVED EQUIVALENT.

INSTALL PER THESE DRAWINGS AND THE MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS MORE STRINGENT, TYPICAL. INSTALL AS REQUIRED TO OBTAIN MAXIMUM RATED CAPACITIES OF ALL COMPONENTS AND CONNECTIONS.

PROVIDE CHANNEL NUTS @ ALL BOLTS, UON. REQUIRED TORQUE SHALL BE PER UNISTRUT REQUIREMENTS.

MISC. ANCILLARY HARDWARE NOTED SHALL BE UNISTRUT STD. HARDWARE, UON. PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION, TYP.-WHETHER SHOWN OR NOT.

MEMBERS, GENERAL FITTINGS AND PIPE/CONDUIT SUPPORTS EXPOSED TO MOISTURE, HIGH HUMIDITY OR THE EXTERIOR SHALL BE HOT-DIPPED GALVANIZED; NUTS, BOLTS, WASHERS AND ALL THREADS SHALL BE STAINLESS STEEL.

1.

2.

3.

4.

5.

UNISTRUT FRAMING

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

ALL WOOD CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE (CBC) AND THE 2015 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN FOREST & PAPER ASSOCIATION (NDS-2015).

STRUCTURAL FRAMING SHALL BE DOUGLAS FIR - LARCH GRADED IN ACCORDANCE WITH PS 20 (DOC PS 20), AMERICAN SOFTWOOD LUMBER STANDARD AND WITH THE WESTERN LUMBER GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR STANDARD GRADING RULES NO. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU, LATEST REVISIONS. WOOD MEMBERS SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT TIME OF INSTALLATION. DOUGLAS FIR SOUTH IS NOT ALLOWED. GRADES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL FRAMING EXCEPT AS NOTED -------------- NO. 1 6x AND THICKER MEMBERS ----------------------- SELECT STRUCTURAL (FREE OF HEART CENTER)

ALL PLYWOOD SHOWN ON THESE DRAWINGS SHALL BE C-D WITH EXTERIOR GLUE IN ACCORDANCE WITH U.S. PRODUCT STANDARD PS 1-95 (DOC PS 1). ALL PANELS SHALL BE MARKED WITH AN APA GRADE MARK WITH A PANEL SPAN RATING IN ACCORDANCE WITH CBC TABLE NO. 2304.8(3). USE 4'x8' PANELS, MINIMUM, EXCEPT AT BOUNDARIES AND FRAMING CHANGES WHERE THE MINIMUM PANEL DIMENSION SHALL BE 24" FOR ROOFS AND FLOORS UNLESS PANEL IS SUPPORTED AT ALL FOUR SIDES BY FRAMING OR BLOCKING. MINIMUM PANEL DIMENSION AT WALLS SHALL BE 12".

PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS, TRUSSES AND/OR BEAMS, IN ADDITION TO THE NAILING INDICATED ON THESE DRAWINGS, IN ACCORDANCE WITH AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATION AFG-01.

ALL MEMBERS CLOSER THAN 8" TO EXPOSED SOIL, SILL PLATES AND OTHER PPT MEMBERS SHALL BE PRESSURE PRESERVATIVE TREATED DOUGLAS FIR-LARCH. PRESSURE PRESERVATIVE TREATED MEMBERS SHALL BE PER THE REQUIREMENTS OF 2016 CBC CHAPTER 23, ESPECIALLY SECTIONS 2303.1.9 AND 2304.12 AND THE AWPA (AWPA USE CATEGORY UC2 @ INTR LCTNS, UC3B @ EXTR ABV. GROUND, AND UC4C FOR GROUND CONTACT, UNLESS OTHERWISE NOTED). EXPOSED SURFACES RESULTING FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M-4. SEE ALSO REQUIREMENTS OF CBC SECTION 2304.12.

BOLTS FOR TIMBER CONNECTIONS SHALL BE FULL DIAMETER BODY AND PER THE REQUIREMENTS OF ASTM A307, GRADE A AND ANSI/ASME STANDARD B18.2.1, UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE, CHAPTER 23 AND ANSI/AF&PA NDS-2015, 2015 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION OF THE AMERICAN FOREST AND PAPER ASSOCIATION (NDS), AND SHALL HAVE A MINIMUM BENDING YIELD STRENGTH OF 45,000 PSI. BOLT HOLES SHALL BE 1/16 INCH LARGER THAN BOLT DIAMETER.

LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1, THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE, CHAPTER 23, AND THE NDS. HOLES FOR LAG SCREW SHANKS SHALL BE BORED THE SAME DEPTH AND DIAMETER AS THE SHANK. THE REMAINING DEPTH OF PENETRATION OF THE SCREW SHALL BE BORED TO 70% OF THE SHANK DIAMETER. PROVIDE FULL DIAMETER BODY, STEEL LAG SCREWS WITH MINIMUM BENDING YIELD STRENGTHS PER THE NDS.

PROVIDE MALLEABLE IRON WASHERS OR STANDARD CUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS WHICH BEAR ON WOOD, UNO. PROVIDE 1/4"x3"x3" WASHERS AT SILL ANCHOR BOLTS.

WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.6.1, THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE, CHAPTER 23, AND THE NDS. WOOD SCREWS SHALL BE STEEL, WITH MINIMUM BENDING YIELD STRENGTHS PER THE NDS AND CUT THREADS. LEAD HOLES FOR SCREWS SHALL BE 7/8 OF THE SHANK DIAMETER AT THE SHANK (UNTHREADED PORTION) AND 7/8 OF THE THREAD ROOT DIAMETER FOR THE THREADED PORTION OF THE SCREW.

WOOD MEMBERS SHALL BE CUT OR NOTCHED ONLY AS SHOWN ON STRUCTURAL DRAWINGS.

WHEN REQUIRED NAILING TENDS TO SPLIT WOOD MEMBERS, NAIL HOLES SHALL BE PRE-BORED TO 3/4 OF THE NAIL DIAMETER.

STRUCTURAL NAILING SHALL BE WITH COMMON STEEL WIRE NAILS PER ASTM F1667, ALL REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE, CHAPTER 23, ESPECIALLY SECTION 2303.6, AND THE NDS. NAILING NOT SPECIFICALLY INDICATED SHALL COMPLY WITH CBC TABLE 2304.10.1. PROVIDE NAILS WITH MINIMUM BENDING YIELD STRENGTHS PER CBC SECTION 2303.6. EDGE OR END DISTANCES SHALL NOT BE LESS THAN ONE HALF OF THE REQUIRED PENETRATION, UNO. THE SPACING CENTER TO CENTER OF NAILS SHALL NOT BE LESS THAN THE REQUIRED PENETRATION, UNO.

NAILS, BOLTS, LAG SCREWS, SCREWS, OTHER FASTENERS, CONNECTORS & ALL OTHER STEEL ITEMS EXPOSED TO MOISTURE, HIGH HUMIDITY, THE EXTERIOR OR IN PRESSURE PRESERVATIVE TREATED MEMBERS SHALL BE HOT DIP GALVANIZED TO G185 MIN., OR TYPE 304 OR 316 STAINLESS STEEL. PROVIDE ELECTROGALVANIZED ELSEWHERE.

INFORMATION IN BOX INDICATES MODEL NUMBER OF CONNECTOR HARDWARE BY THE SIMPSON COMPANY, SAN LEANDRO, CALIFORNIA. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR MAXIMUM RATED LOADS, UNO.

WOOD INDICATED ON THE DRAWINGS TO BE PRESSURE PRESERVATIVE TREATED (PPT) SHALL BE TREATED IN ACCORDANCE WITH THE CBC AND AWPA STANDARDS UNLESS OTHERWISE NOTED. ALL CUTS, HOLES AND NOTCHES SHALL BE FIELD TREATED PER AWPA M4. ALL TREATED MEMBERS SHALL BE IDENTIFIED WITH CERTIFICATION STAMP OF AN APPROVED INDEPENDENT AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARDS COMMITTEE PER CBC SECTION 2303.1.9.1.

PROVIDE SPECIAL INSPECTIONS FOR WOOD CONSTRUCTION AS REQUIRED BY CBC CHAPTER 17, ESPECIALLY SECTIONS 1705.5.1 (ALL FLOORS AND ROOFS PLYWOOD SHEATHING SHALL BE INSPECTED AS REQUIRED FOR HIGH LOAD DIAPHRAGMS) AND 1705.5 (FOR ALL WOOD CONSTRUCTION).

WOOD

16.

HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (105 TO 125 PCF) LOAD BEARING 6x8x16 OR 8x8x16 NOMINAL SIZE, AS NOTED IN THE DRAWINGS, TYPE I IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2016 CBC AND ASTM STANDARD C 90. SAMPLE AND TEST PER ASTM C140.

MASONRY COMPRESSIVE STRENGTH SHALL BE f' m = 2000 PSI, MINIMUM.

MORTAR SHALL BE TYPE M OR TYPE S PER ASTM C270 AND CBC SECTION 2103. AGGREGATE SHALL BE PER ASTM C144. PROVIDE COMPRESSIVE STRENGTH TESTS PER ASTM C780. UTILIZE PORTLAND CEMENT PER ASTM C150 AND LIME PER ASTM STANDARDS C5 AND C207 ONLY FOR CEMENTITIOUS MATERIALS FOR MORTAR.

GROUT SHALL BE PER ASTM C476 AND CBC SECTION 2103. GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. AGGREGATE SHALL BE PER ASTM C404. CONSOLIDATE ALL GROUT BY MECHANICAL VIBRATION. PROVIDE TESTS PER ASTM C1019. UTILIZE PORTLAND CEMENT PER ASTM C150 ONLY FOR CEMENTITIOUS MATERIALS FOR GROUT. GROUT SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.50 BY WEIGHT, PROVIDE WATER REDUCING ADMIXTURE PER ASTM C494 AS REQUIRED. SLUMP SHALL BE 8" MIN AND 11" MAX. UTILIZE SHRINKAGE COMPENSATING ADMIXTURE, SIKA GROUT AID TYPE II OR EQUIVALENT, AT MFR's MAX RECOMMENDED DOSAGE IN ALL GROUT.

USE OPEN END UNITS WHERE VERTICAL REINFORCEMENT OCCURS. USE BOND BEAM OR LINTEL UNITS WHERE HORIZONTAL REINFORCEMENT OCCURS.

ALL CELLS SHALL BE GROUTED SOLID UNO.

UNITS SHALL BE LAID IN RUNNING (COMMON) BOND.

SPLICE VERTICAL REINFORCEMENT NEAR FLOOR LINES OR AS SHOWN ON THE DRAWINGS, ONLY. CENTER SINGLE LAYER VERTICAL REINFORCEMENT IN WALLS UNLESS NOTED OTHERWISE. DOWEL ALL VERTICAL REINFORCEMENT TO SUPPORTING MEMBERS WITH SAME SIZE REINFORCEMENT, TYP.

MASONRY REINFORCEMENT SHALL COMPLY WITH CONCRETE REINFORCEMENT REQUIREMENTS, UNLESS NOTED OTHERWISE.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 21 OF THE 2016 CBC, ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530.1 - SPECIFICATIONS FOR MASONRY STRUCTURES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THESE DOCUMENTS AND BECOME FAMILIAR WITH THE MATERIALS AND METHODS PROVISIONS CONTAINED THEREIN.

PROVIDE SPECIAL INSPECTION & TESTS FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH CBC CHAPTER 17, ESPECIALLY SECTION 1705.4. PROVIDE QUALITY CONTROL PER CBC SECTION 2105.

ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST 1 INCH OF GROUT BETWEEN THE BOLT AND THE MASONRY. BOLTS SHALL BE HEADED AND PER ASTM A307 GRADE A WITH SUPPLEMENTARY REQUIREMENT S1.

MASONRY VENEER SHALL COMPLY WITH REQUIREMENTS OF CBC CHAPTER 14. SEE ARCHITECTURAL DWG's & SPECIFICATIONS FOR ADDITIONAL INFO.

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4.

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6.

7.

8.

9.

10.

11.

12.

13.

MASONRY

0.131

SIZE(PENNY)

8d10d16d20d

(INCHES)DIAMETER MIN. PENETRATION

(INCHES)

0.1480.1620.192

1.57"1.78"1.94"2.30"

PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 1 1/2 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE FOR TOP PLATES AND DOUBLED 2x MEMBERS. WHERE THE NAIL PENETRATION WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH TO OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED.

REGIS

TER

ED

PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

REGIS

TER

ED

PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:5

9 PM


S0.2

STRUCTURALGENERAL NOTES AND

TYPICAL DETAILS

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


NTS1 STRUCT REINF LAP SPLICE SCHEDULE

NTS2 TYPICAL NAIL PENETRATIONS TABLE


SINGLE REINF SHOWN MULTIPLE REINF, SIM

CORNER INTERSECTION

DIA, TYP20 BAR

DIA, TYP20 BAR

DIA, TYP20 BAR

3" C

LRTY

P, U

NOLA

P SP

LICE

TYP, UNOLAP SPLICE

TYP

3" C

LR2"

ALL PIPES TO CLR SLEEVES BY 1" ALL AROUND-FILL SPACE W/ CAULK AS DIRECTED BY ENGINEER. PIPE IS NEVER TO BE MORE THAN 2'-6" BLW BOT OF FOOTING.

CONC FILL

SLEEVE

LOCATE PIPES & CONDUIT PARALLEL FTG SUCH THAT VERT RISERS DO NOT CROSS ADJ HORIZ PIPE/CONDUIT, TYP.

NOTE:

d

TYP

2d MIN

NO EXCAVATION FOR PIPE TRENCHES PARALLEL TO FTG BELOW THESE LINES

CONC FILL

d

FOOTING

FOOTING

W/8 MAX

1

SLEEVE

2

4" MINGRADE

4"ø MAX WHERE OCCURS THRU FTG

d

4" M

IN

1 1/2"d MIN

MIN6"

1'-6" MIN

3'-0"

MAX

NTS2'-0" MIN

9" MIN

9"

d

7" MINTYP T&B

2d MIN

W4" MIN

SPECIFICALLY SHOWN ON DRAWINGSNO FIELD BENDING ALLOWED EXCEPT WHERE-

45°

BAR SIZE#3 TO #8

#9,#10,#11#14,#18

D6d8d

10d

INSIDE BEND DIAMETERS

INSIDE BEND DIAMETERS

D#3

BAR SIZE

#4#5

1 1/2"2"

2 1/2"

ALL BARS BENT COLD

D

D

4d, 2 1/2" MIN.

d

12d

d

6d4" MIN.

D

TYPICAL (U.O.N.)

STIRRUPS & TIES

NOTE:

(E) CONC SLAB ON GRADE - SAW CUT & REMOVE AS REQD (REINF NOT SHOWN)

(N) CONC SLAB ON GRADE, MATCH (E) THICKNESS OR 5" MIN

REINF - #3 @ 12" OC EW @ CL SLAB

CJ - ROUGHEN TO 1/4" AMPLITUDE

(N) #3 X 12" DOWELS @ 24" OC (TYP)

DRILL 3/4"Ø x 4" HOLE & HIGH STRENGTH GROUT (N) DOWEL @ CL (E) SLAB, TYP

NOTE:LOCATE & AVOID (E) REINF (TYP WHEN DRILLING (N) HOLES IN (E) CONC)

NOTE: SEE MECHANICAL & ARCHITECTURAL DWG'S FOR LOCATION & ADD'L INFO.

(E) CONC/CMU WALL OR (E) FTG (REINF NOT SHOWN) (N) CONC SLAB ON

GRADE TO MATCH (E) THICKNESS OR 5" MINSEE TYP

REINF - #3 @ 12" OC EW @ CL SLAB

CJ - ROUGHEN TO EXPOSE COARSE AGGREGATE

(N) #3 DOWELSSIM UNO

NOTE:LOCATE & AVOID (E) REINF (TYP WHEN DRILLING (N) HOLES IN (E) CONC/CMU)

5S0.3

5S0.3

NOTE: SEE MECHANICAL & ARCHITECTURAL DWG'S FOR LOCATION & ADD'L INFO.

(SILL SIM)

TYPTYP

(UON)CENTER VERT REINFIN WALL TYP

1-#5 VERT BAR(UON)(UON)

1-#5 VERT BAR

18"18"

HORIZ REINF#3 HAIRPINS TO MATCH

(UON)BARSHORIZ2-#5

TYP REINFIN ADDITION TOREINF SHOWN IS

(TYP)GROUT ALL CELLS

(UON)1-#5 VERT BAR

40 DIA40 DIA

(ALT-STD 90° HK IN HORIZ REINFTURNED UP OR DOWN)

2-#5 HORIZ BARSCONT (TYP @ TOP OFWALL & @ ALL FLOOR& ROOF LEVELS UON)

#5 VERT BAR @WALL CORNERS(UON)

DIA

72 B

AR

DIA50 BAR

(TYP UON)1-#5 VERT

#5 VERT BAR @"T" INTERSECTIONOF WALLS (UON)

#5 VERTBAR @ ENDOF WALL(UON)SHOWN HERE)

(TYP @ HORIZ TRIMDIA MIN50 BAR

2-#5 (UON)

#5 VERT BAR @JAMB (TYP UON)

DOWELS FROM FND& LAP w/ MATCHINGFULL HEIGHT OF WALLREINF) SHALL EXTEND(TYP REINF & ADD'LALL VERT REINF

MATCH VERT REINFFND DOWELS TO

REINF SHOWN IS IN ADDITION TO TYP REINF.

BOND BEAM UNITSBLOCK INVERTEDFIRST COURSE

1.2. PROVIDE MATCHING DOWELS TO FND, TYP @ ALL VERT REINF. EXTEND

DOWELS TO 3" CLR FROM BO FTG w/ STD 90° HK UON.

INTERSECTION - SECTION BCORNER - SECTION A

WINDOW OR WALL END - SECTION EJAMB - SECTION D

HEAD - SECTION CC

C

E

BD

A

NOTE:

NOTES:

CONCRETE MASONRY WALL

STD BOLT HEAD

LENGTH AS REQUIRED

1" GROUT SPACE ALLAROUND BOLT (TYP)

FRONT ELEVATION

HEADED AB

NOTE:USE GALV ON STAINLESS STEEL AB WHERE EXPOSED TO MOISTURE, HIGH HUMIDITY OR WEATHER.

1 1/3" MIN, TYP

4"

1 3/8" MIN, TYP

1 3/

8"M

IN, T

YP

HEADED AB SET W/ TEMPLATE PRIOR TO GROUTING (MINIMUM EMBEDMENT SHALL BE 4" IN 6" WALLS AND 6" IN 8" WALLS)

4" MIN, VERIFY

(E) CONCRETE SLAB ON GRADE

4" MIN (UNO)

(N) #3 @ 12" OC EW

CONCRETE HOUSEKEEPING PAD

CJ

2" CLR

(N) #3 DOWELS @ 12" OC (TYP) STD HOOK

DRILL 3/4"Ø x 2 1/2" HOLES IN (E) SLAB & HIGH STRENGTH GROUT (N) #3'S IN PLACE, TYP (AVOID (E) REINF)

(E) SLAB REINF

1 1/

2" C

LR

4'x8' PW SHEETSMIN, TYP (24" MINSHEET DIMENSION @BOUNDARIES &FRAMING CHANGES w/3x4 FLATWISE BLOCK-ING AND PW EDGENAILS AT EDGES NOTSUPPORTED BYFRAMING)

NAIL SUPPORTED PW EDGES w/ PW NAILS@ 6" OC (ALSO PROVIDE ADD'L PW NAILS@ EDGE NAIL SPACING WHERE NOTED ON PLANSOR DETAILS)

NAIL ALL INTERMEDIATE BEARINGSW/ PW NAILS @ 6" OC @ ROOFSROOF FRAMING

PW NAILS ARE 10d.

NAILINGPW EDGE

FRAMING

PW

PW

PW SPLICE @ FRAMING CL

4 @ 3/8" @ 2x (@ 3x OR LARGER: 4 @ 1/2" MIN STG'D)

NOTE:PW SHEATHING SHALL BE LAID w/ LONG DIMENSION PERPENDICULAR TO FRAMING. SHORT SIDE SHALL SPLICE OVER FRAMING. STAGGER SHEETS AS SHOWN.

NOTE:

CL

TYP PW EDGE NAILING

FIRSTPOUR

SECONDPOUR

FIRSTPOUR

TYP

15' MAX

TYP

15' M

AX

PROVIDE POUR JOINTS AROUND COL'S TYP WHERE OCCUR

FLOOR PLAN

POUR SLAB IN CONT STRIPS OF 15' MAX WIDTH WITH POUR JOINT @ SIDES OF STRIPS AS SHOWN BELOW. PROVIDE BURKE "ZIP STRIP JOINT FORMERS" OR APPROVED EQUIVALENT ACROSS THE WIDTH OF THE STRIP @ 15' MAX SPACING.

5"6"

BASE MATERIAL - 2" SAND OVER 10 MIL MIN VAPOR BARRIER PER ASTM E1745, CLASS A AND ASTM E1643 (UON) AS APPROVED BY THE ARCHITECT OVER 4" GRAVEL, AS A MINIMUM (OR PER PROJECT SOILS REPORT IF MORE STRINGENT)

SECTION

5" MIN, TYP, UON6" UON

DOWEL

FIRST POUR SECOND POUR3/4" X 1 1/2" BEVELED KEY

REINFORCING @ SLAB, UON

SLAB REINFORCING(SEE PLAN)

#3 X 4'-0" DOWELS @ 48" OC @ SLAB

COL (HSS SHOWN, WF SIM)

REGIS

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ENGIN

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S T R U C T U R A

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IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

REGIS

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PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

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N:


0 1/2 1


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PROJECT STATUS:

9/29

/201

7 4:

08:0

2 PM


S0.3

TYPICALSTRUCTURAL

DETAILS

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NTS3 TYPICAL CONCRETE REINF DETAIL

NTS2 TYPICAL PIPE AT FOOTING DETAILS

NTS1 TYPICAL STD HOOKS & BENDS IN REINF STEEL

1" = 1'-0"5 TYP DETAIL - (N) SLAB ON GRADE @ (E) SLAB

1" = 1'-0"4 TYP DETAIL - (N) SLAB ON GRADE @ (E) CONC/CMU WALL OR FTG

NTS8 TYPICAL CONCRETE MASONRY WALL DETAILS

1 1/2" = 1'-0"6 TYPICAL BOLT INSTALLATION IN MASONRY DETAIL

NTS7 TYPICAL HOUSEKEEPING PAD

1" = 1'-0"10 TYPICAL PW SHEATHING DETAIL

NTS9 TYPICAL SLAB & POUR JOINT IN SLAB DETAIL


(E) DECKING #12 STAINLESS STEEL SMS W/ NEOPRENE WASHER

(N) L3x3x5/16

EXTEND 4 FLUTES PAST OPENING, TYP EA SIDE@ EACH FLUTE

7" TO 18"OPENING

METAL CLOSURE

(E) DECKINGL3x3 TYP

PROVIDE METAL CLOSURE PLATES AS REQ'D

8 - #12 STAINLESS STEEL SMS W/ NEOPRENE WASHER

SECTION B-B

SECTION A-A7" TO 18" (MAX) OPENING

4" TO 7" (MAX) OPENING

MIN 1'-2"x1'-2"x1/8" GALV PLATE

A

A

B B

(E) BOX HEADER

(N) METAL STUD @ 16" OC

(N) CRIPPLE STUD

3S0.4

NOTE: (N) STUDS AND TRACK TO MATCH (E) WALL STUDS AND TRACK GAUGE & DIMENSIONS.

(E) METAL STUD

(E) JAMB STUD

(E) JAMB STUD

(E) METAL STUD

(N) TRACK(E) OPENING

TYP EA END (N) TRACK2" MIN, 6" MAX

(N) 1/2"Ø HILTI KWIK BOLT TZ x 3 1/4" MIN EFFECTIVE EMBED @ 4' OC MAX.

2S0.4

TYP T&B(N) STUD

(E) METAL STUD

(N) TRACK

(E) No. 10 SCREWS @ 12" OC, (REMOVE AND RE-INSTALL TO CONNECT THE (N) TRACK) TYP WHERE SHOWN

(E) TRACK

(E) BOX HEADER

STUD TO TRACK CONN (BOTTOM SHOWN - TOP SIM)

TYP EAFLANGE

(N) TRACK

No. 10 SCREW @ TRACK TO EA FLANGE, TYP

NOTE: SCREWS TO BE No. 10 SELF TAPPING SHEET METAL SCREWS - TRAXX BY ITW BUILDEX OR APPROVED EQUIVALENT, TYP UNO. CENTER ON CONTACT, UNO W/ 1/2" MIN EDGE DISTANCE & 1" MIN SPACING UNO.

(N) STUD

WELDED

1"

THICKNESS, TYPMATCH TRACKWELD SIZE TO

SCREWED

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S T R U C T U R A

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Exp.: 12/31/16No.: S6143

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ENGIN

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S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

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0 1/2 1


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PROJECT STATUS:

9/29

/201

7 4:

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S0.4

TYPICALSTRUCTURAL

DETAILS

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1" = 1'-0"4 TYPICAL OPENING IN (E) STEEL DECKING DETAIL

NTS1 TYPICAL LIGHT GAUGE STEEL STUD WALL INFILL DETAIL

NTS2 TYPICAL DETAIL - (N) LIGHT GAUGE TRACK TO (E) BOX HEADER

NTS3 TYPICAL LIGHT GAUGE STEEL FRAMING DETAILS


1.

2.

ALL EQUIPMENT ARE (E) UNO.

SEE MECH & ARCH'L DWG'S FOR ADD'L INFO.

FOUNDATION NOTES:

(E) COOLING TOWER ABOVE

(E) CONC WALL & FTG

(E) CONC WALL & FTG

DHX3

DHX4

B6

B5

B4

P1C

P2C

(N) EQUIPMENT. FOR ANCHORAGE, SEE

(N) EQUIPMENT. FOR ANCHORAGE, SEE

(N) EQUIPMENT. FOR ANCHORAGE, SEE MECH DWG'S

(N) CONC WALL & FTG, SEE

(N) COOLING TOWER ABOVE, SEE MECH DWG'S FOR ADD'L INFO

2S5.0

(N) CONC HOUSEKEEPING PAD (SHOWN SHADED), SEE


(E) CONC HOUSEKEEPING PAD, TYP UNO

(N) EQUIPMENT. FOR ANCHORAGE,SEE MECH DWG'S

WC3

CHILLERROOM

303

BOILERROOM

301

ELECTRICAL302

INFILL (E) TRENCH DRAIN W/ HIGH STRENGTH NON-SHRINK GROUT

6S5.0

7S0.3

7S0.3

6S5.0

MIN1' - 0"

MIN1' - 0"

WIDEN (E) FTG

3S5.0

(E) CONC HOUSEKEEPING PAD


7S0.3

5S0.3&5

S0.3&

5S0.3&

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S T R U C T U R A

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IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

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PROFESSIONAL

ENGIN

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S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

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REVISIONS

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7 4:

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S2.2.5

FOUNDATION PLAN -CENTRAL PLANT &COOLING TOWER

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N

1/4" = 1'-0"1 FOUNDATION PLAN - CENTRAL PLANT & COOLING TOWER


CONC SLAB

STAINLESS STEEL 1/2" DIA HILTI KWIK-BOLT TZ W/ 3 1/4" MIN EMBED OR APPROVED EQUAL @ EA CORNER, 4 MIN

EQUIPMENT MAX WT = 11,000 LBS

EDGE OF CONC PAD

CENT

ER O

F M

ASS

2'-8"

MAX

NOTES:1. MINIMUM UNIT DIMENSIONS: WIDTH = 4'-11", LENGTH = 6'-0".2. SEE MANUFACTURER SPECIFICATIONS FOR ANCHORING REQUIREMENTS.3. FOR ANCHORS LARGER THAN SPECIFIED MINIMUM DIAMETER, MINIMUM EMBEDMENT AND BASE MATERIAL SHALL BE

COMPLIANT WITH ICC REPORT.4. EQUIPMENT MOUNTING HOLES 1/16" OVERSIZED MAY BE USED WITHOUT WASHERS. MOUNTING HOLES GREATER

THAN 1/16" OVERSIZED (3/16" OVS MAX) REQUIRE 2" SQ WASHER x 1/8" THICK (ID = BOLT DIA + 1/16"). PROVIDE 1/8"FILLET WELD ALL AROUND TO EQUIPMENT MOUNTING PLATE.

6" MIN

12" THICK CONC WALL W/ #4 @ 12" OC EWEF

3" CLR, TYPSTD HOOK, TYP

(E) CONC PAVING (WHERE OCCURS) REMOVE MIN REQ'D TO INSTALL (N) FTG. REPAIR TO MATCH (E) CONDITION.

6' - 0"3"

3"

2' - 0

"1'

- 0"

5' - 0

" MAX

2" C

LR

CL ANCHOR, WALL & FTG

CONT CONC FTG W/ 8- #5 LONGITUDINAL T&B & #6 TRANSVERSE @ 10" OC T&B.

TYP2" CLR

3/4" CHAMFER, TYP

PLAN VIEWA

A

#4 HORIZ BAR @ TOP LAYER REINF, TYP @ EA END OF WALL

30"

ANCHOR ALTERNATE OPTIONS: - 1/2"Ø STAINLESS STEEL HILTI KWIK-BOLT TZ x 3.625 MIN EFFECTIVE EMBED OR APPROVED EQUAL @ 3'-0" OC MAX SPACING.- HOT DIPPED GALV HEX HEAD ASTM FI554 GRADE 36 1/2"Ø x 6" MIN EMBED AB @ 3'-0" OC MAX SPACING.

30"

(N) COOLING TOWER

STD HOOK EA END, TYP

COOLING TOWER FRAME BY EQUIPMENT MFR

EA END OF WALL

CL OF WALL, FTG & VERT REINF

29" M

IN

18" M

IN

ARCH

& S

ITE

DWG

SVA

RIES

- SE

E

1' - 6" MIN

LAP

SPLI

CE72

DIA CJ

#4 DOWELS @ 24" OC

TYP SLAB REINF

30"

TYP, UON3" CLR

3"

#4 ADD'L, CONT

#5 DOWEL @ 16" OC ALT. HOOKS (PLUS MATCHING DOWELS @ TRIM REINF)

2-#5 CONT T&B

3/4"x3 1/2" CONT KEY, TYP CENTER ON WALL

#4 @ 32" OC

FG

8" HOLLOW CONCRETE MASONRY UNIT WALL (RUNNING BOND, GROUT SOLID)

FOR GRATING HEIGHT, SEE ARCH'L DWG'S

1' -

11 1

/4"

CONT L3x3x3/8" W 1/2"Ø x 4 1/2" EMBED THREADED ROD IN HILTI HIT-HY 70 ADHESIVE OR APPROVED EQUAL @ 24" OC MAX & 4" MIN & 8" MAX FROM ENDS. ALT IS TO USE 1/2"Ø X 2 3/8" EMBED HILTI KB-TZ ANCHOR AT SAME SPACING. MIN 3 BOLTS.

18" M

IN

GRATING, SEE ARCH'L DWG'S

(E) CONC FTG W/ REINF

(N) 12" CONC WALL. FOR REINF & ADD'L INFO, SEE UON

2 - #4 CONT@ T&B

(E) 12" CONC WALL W/ REINF

(N) #5 x12" EMBED DOWELS W/ STD HOOK @ 12" OC(6" MIN CLR FROM FTG ENDS). DRILL HOLES IN (E) FTG & SET IN HILTI HY-200 ADHESIVE. AVOID (E) REINF WHEN INSTALLING (N) DOWEL, TYP (N) CONC FTG EXTENSION

1' - 0"3" CLR

5"5"

1' - 6

"TO

MAT

CH (E

)FT

G T

HICK

NESS

FIEL

D VE

RIFY

(N) #4 x 4" EMBED DOWELS W/ STD HOOK @ 12" OC EW (6" MIN CLR FROM WALL ENDS). DRILL HOLES IN (E) WALL & SET IN HILTI HY-200 ADHESIVE. AVOID (E) REINF WHEN INSTALLING (N) DOWELS, TYP

ADD'L #4 CONT @ DOWEL, TYP

(N) COOLING TOWER

(E) COOLING TOWER

5 9/

16"

6" TYP T&B

2

COOLING TOWER FRAME BY EQUIPMENT MFR

(E) INSULATING CMU

(E) CMU WALL

X X X

(E) CON SLAB ON GRADE

(N) CONC SLAB ON GRADE W/ TYP REINF PER FOUNDATION PLAN CJ

(N) SLAB BASE

(N) DOWELS4

S0.3SIM

2"

4" 4"

(N) 3/8"Øx 2 5/16" MIN EFFECTIVE EMBED SS HILTI KWIK BOLT TZ EXPANSION ANCHOR. LOCATE TO AVOID SOG REINF.

(N) UNISTRUT P1000 @ 2'-0" OC - MIN 5 LOCATIONS

(N) UNISTRUT P1026 W/ 1/2"Ø BOLTS & CHANNEL NUTS

FOR (N) GRATING, SEE ARCH DWGS

(N) CONT P1000 UNISTRUT

FOUNDATION NOTES:

1. SEE ARCH'L DRAWINGS FOR LOCATION OF (N) CHASE.

2. ALL DIMENSIONS SHOWN ARE APPROXIMATE & ARE PROVIDED AS AN AID IN INTERPRETING THE DRAWINGS ONLY. VERIFY ALL DIMENSIONS SHOWN WITH ARCH'L DWGS. IN CASE OF CONFLICT, ARCH'L DWGS SHALL GOVERN.

3. SEE FOUNDATION NOTES ON SHEET S0.2

4. FOR NEW CHASE ROOF FRAMING PLAN, SEE .

LEGEND:8" CMU WALL, GROUTED SOLID W/ #5 @ 16" OC VERT @ CL OF WALL & #5 @ 24" OC HORIZ TYP REINF UON -SEE FOR ADDT'L INFO, TYP/8 S0.3

(N) CONC FTG

(E) CMU WALL

(E) CONC FTG

(E) INSULATING CMU

(N) 5" CONC SLAB W/ #3 @ 12" OC EW @ MID-DEPTH OF SLAB OVER 2" SAND OVER 10 MIL MIN VAPOR BARRIER OVER 4" AGGREGATE BASE

1S7.1

4S5.0

5S5.0

9' - 4"

4' - 0

"

FOM

FOM

FOM TYP 3 SIDES

OF WALL

UNISTRUT SUPPORT FOR GRATING

REGIS

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PROFESSIONAL

ENGIN

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S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

REGIS

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ED

PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

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0 1/2 1


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PROJECT STATUS:

9/29

/201

7 4:

08:0

7 PM


S5.0

FOUNDATIONDETAILS

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NTS6 EQUIPMENT ANCHORAGE

3/4" = 1'-0"2 COOLING TOWER WALL AND FOUNDATION

3/4" = 1'-0"4 EXTERIOR CMU WALL & FTG DETAIL

3/4" = 1'-0"3 (N) COOLING TOWER WALL NEXT TO (E) COOLING TOWER WALL

1" = 1'-0"5 NEW CHASE SLAB ON GRADE ADJACENT (E) CONT FOOTING

1/4" = 1'-0"1 NEW CHASE FOUNDATION PLAN


(E) ANGLE FRAMING @ 8' OC(E) PREFINISHED STEEL ROOFING

(E) INSULATING CMU

(E) CMU WALL (VERIFY FULLY GROUTED) (E) 4 1/2" CONC FILL OVER 2"

METAL DECK (FIELD VERIFY)

TYP

5/8"

MIN

,

NOTES:

1. SEE MECH & ARCH'L DWG'S FOR PIPE SIZES & LOCATIONS.2. TWO PIPES SHOWN, ADD'L PIPES SIM.

4" MIN 8" MINEND UNISTRUT

1 1/2" MIN, TYP EA

(N) UNISTRUT P1000 @ 10' OC MAX W/ 2-1/2"Ø x 2" MIN EFFECTIVE EMBED HILTI KWIK BOLT TZ ANCHORS

(N) PIPE (SEE MECH DWG'S FOR ADD'L INFO).

X X

(N) 2x SHAPED PPT LEDGER W/ SS HILTI HIT-HY 70 ADHESIVE OR APPROVED EQUAL @ 24" OC MAX & 4" MIN & 8" MAX FROM ENDS. ALT IS TO USE 1/2"Ø X 2 3/8" EMBED HILTI KB-TZ ANCHOR AT SAME SPACING.

(N) PW SHTG

(N) ROOF JOIST W/ SLOPED U24 TO LEDGER

(N) 2x SHAPED BLKG W/ LS30 @ 12" OC TO CAP PL

(N) PPT SHAPED CONT ONE PIECE FLAT CAP PL W/ 5/8" AB'S @ 32" OC @ CL CMU WALL W/ 6" MIN EMBED IN CMU WALL. LOCATE WITHIN 6" TO 9" FROM ENDS OF TOP PL PIECE

INSTALL (N) CHANNEL TO ACHIEVE FULL BEARING OF (E) ANGLE

(N) CHANNEL W/ EXPANSION ANCHORS

(E) WALL REINF(N) PIPES, SEE

(E) ANGLE FRAME (WHERE OCCURS)

4" T

YP

4

(N) EN

(N) CMU WALL W/ TYP REINF

(N) H3 @ EA JOIST

(N) A34 ES EA JOIST STGRD

(N) EN

2" C

LR1

1/2"

MIN

2 - #5 CONT

(E) ANGLE FRAME @ 8'-0" OC

(E) CMU WALL

(E) INSULATING CMU

(E) PREFINISHED STEEL ROOFING

(E) Z PURLIN

(N) 2x4 @ 16" OC

(N) 1/2" STRUCT I PW ROOF SHTG RATED 36/16 MIN W/ 10d @ 6" OC EN, SEE 10

S0.3

(N) C8x11.5

CL OF (N) CHANNEL & (N) CHASE WALL

(N) CMU WALL

4S7.1

2S7.1

F

9

5S7.1

TYP

10'-0" MIN, 11'-0" MAX

1" MIN CLR

NOTE: USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. IDENTIFY LOCATIONS OF REINFORCING BARS BEFORE CORING THRU CMU WALL.

(E) VERT REINF, TYP

1" MINTYP5"

(N) CHANNEL

(N) 5/8"Ø HILTI KB-TZ ANCHOR W/ 3 9/16" MIN EMBED. 4 ANCHORS EA END OF (N) CHANNEL (INSTALL TO AVOID REINF)

TYP5" 1" MIN

(E) 8" CMU WALL

(E) ANGLE FRAME (WHERE OCCURS)

1.5d MIN, TYPd

3x4 BLKG @ MID-SPAN OF JOST FULL LENGTH OF CHASE W/ 2-8 TN ES EA END

EN TO BLKG, TYP

PPT 2x4 RIM JOIST W/ A34 @ 12" OC TO CAP PL

(N) CMU WALL W/ TYP REINF

A34 ES BLKG STGRD

2-16d @ BLKG

ST2122 STRAP @ 3x4 BLKG, TYP. CENTER @ BLKG & JOST, TYP

2" C

LR1

1/2"

MIN

AT

LOW

END

PPT SHAPED CONT ONE PC FLAT CAP PL W/ 5/8" AB'S @ 32" OC @ CL WALL W/ 6" MIN EMBED IN CMU WALL. LOCATE 6" TO 9" FROM ENDS OF TOP PL PC.

EN

PW ROOF SHTG

REGIS

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PROFESSIONAL

ENGIN

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S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

REGIS

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PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

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0 1/2 1


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PROJECT STATUS:

9/29

/201

7 4:

08:0

9 PM


S7.1

STRUCTURALDETAILS

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95% CONSTRUCTIONDOCUMENTS 1" = 1'-0"

3 PIPE SUPPORT AT CORRIDOR ATTIC

1" = 1'-0"2 ROOF ATTACHMENT AT PIPING CHASE

1/4" = 1'-0"1 NEW CHASE ROOF FRAMING PLAN

3/4" = 1'-0"4 (N) PIPE PENETRATIONS @ (E) CMU WALL

1" = 1'-0"5 SECTION - ROOF TO EXTERIOR WALL PARALLEL JOISTS


24" M

AX24

" MAX

18" MAX

CGWT = 50lb MAXCENTERED BTWN POST

(N) P1334 EACH SIDE W/ 1/2"Ø BOLTS & CHANNEL NUT, TYP

(N) 5/16"Ø UNISTRUT BOLTS & CHANNEL NUT AT EACH CORNER UNIT (4 TOTAL)

(N) UNISTRUT P1001 POST

(E) 5" MIN CONC SLAB (FIELD VERIFY)

(N) 1" NON-SHRINK GROUT WHERE REQUIRED FOR LEVELING OF P2073A SQ BASE PLATE

(N) UNISTRUT P2073A SQ W/ 4 - 1/2"Ø UNISTRUT BOLTS & CHANNEL NUTS @ EA POST, TYP. (2 TOTAL)

(N) 5/8"Ø x 3 1/8" MIN EFFECTIVE EMBED STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHOR (TOTAL 4) LOCATE TO AVOID (E) REINF IN CONC SLAB.

NOTE: SEE ELECT & MECH DWGS FOR LOCATION AND ADD'L INFO.

1/2" MIN

1" MAXMIN REQD

4" MAX1 1/2" MIN 1'-0" MIN, 1'-5" MAX

4" MAX1 1/2" MIN

1 1/2" MIN

(E) STEEL COLUMNS

NOTE: SEE ELECT DWGS FOR LOCATION & ADD'L INFO.

(N) UNISTRUT P1000WELD SIZE TOMATCHUNISTRUTTHICKNESS

1'-6" MAX(E) ELECT PANEL

WELD SIZE TOMATCH

UNISTRUTTHICKNESS

A

SECTIONA

1'-0"

MAX

1 1/

2" M

IN

3'-6"

MAX

2' - 0

" MIN

1'-0"

MAX

1 1/

2" M

IN

(N) UNISTRUT P1000

(N) UNISTRUT P1000

(E) STEEL COLUMNS

(E) ELECT PANEL 20" WIDE x 48" HEIGHT - FIELD VERIFY (200# MAX). ATTACH TO UNISTRUT W/ 5/16"Ø BOLT & CHANNEL NUT, TYP @ EA CORNER PANEL (4 TOTAL)

(E) WALL GIRTS & METAL PANELS NOT SHOWN FOR CLARITY

WELD SIZE TOMATCHUNISTRUTTHICKNESS

PLAN

30° MIN, 60° MAX, TYP

FC-2

1/2" Ø THREADED ROD W/ UNISTRUT P1000T STIFFENER, TYP OF 4

ENLARGED DETAILFC-2 OUTLINE

SERRATED NUT

THREADED ROD W/ UNISTRUT STIFFENER

UNISTRUT P1354A W/ 1/2"Ø BOLT & CHANNEL NUT TO BRACE

1/2"Ø BOLT AND CHANNEL NUT

SEE "DETAIL 1" FOR UPPER ATTACHMENT TO UNISTRUT CHANNEL

UNISTRUT BRACE

SPRING VIBRATION ISOLATOR, MASON TYPE 30N, 1" DEFLECTION, (TYP OF 4)

UNISTRUT P1000 CHANNEL BETWEEN PURLINS. ATTACH EA END TO PURLINS PER "DETAIL 1" ABOVE

1/2" NUT TORQUED TO 50 FT # MIN

VIBRATION ISOLATOR

CHANNEL (BY MFR)

BRACING PLAN

P1000 UNISTRUT BRACING TYP (TOT 4)

30° MIN, 60° MAX, TYP

ALTERNATE BRACING DIRECTION TYP(SHOWN HIDDEN)

(E) EXT WALL

UNISTRUT P1000

43.18°

1" M

AX

FC-2 OUTLINE

(E) FCU

HANGER CHANNELBY EQUIPMENT MFR

ALTERNATE BRACING DIRECTION

5 0.69°

NOTE: SEE MECH DWG'S FOR LOCATION & ADD'L INFO NOT SHOW.

A A

UNISTRUT BRACE

HANGER CHANNEL BY EQUIPMENT MFR (TOT 2)

TYP

HRCN NUT AS REQ'D

(E) STEEL COLUMN

(E) STEEL FRAME BEAM

(E) Z-PURLIN

(E) STEEL FRAME BEAM

(N) UNISTRUT P1000 FOR CONNECTION OF THREADED ROD, CONNECT TO (E) PURLIN PER "ENLARGED DETAIL" ABOVE

1" M

AX

UNISTRUT P1354A W 1/2"Ø BOLT AND CHANNEL NUT @ EA END BRACE

(E) METAL DECK

(E) Z-PURLIN

1/2" MIN, 3/4" MAX

LOCK WASHER

BEVEL WASHER

1/8" MINLOCK WASHER

SLOT FACE

(N) THREADED ROD W/ UNISTRUT STIFFENER

1" MAX

1 1/2"

P2485 CLIP LOCATIONS (1 1/2" FROM ENDS P1000T & 14" OC MAX, TYP) - SEE DETAIL @ PAGE 3-13 OSHPD APPROVAL R-0120, SIM

1 1/2" MIN

CL (N) 1/2" BOLT

(E) INSULATION TO REMAIN. DO NOT DAMAGE (E) INSULATION.

(N) UNISTRUT CHANNEL

DETAIL 1

REGIS

TER

ED

PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

REGIS

TER

ED

PROFESSIONAL

ENGIN

EER

S T R U C T U R A

LSTATE OF CALIFORN

IA

Exp.: 12/31/16No.: S6143

GNA

V.CYNNAD

18

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

08:1

1 PM


S7.2

STRUCTURALDETAILS

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

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09/29/17

6204A3

1419

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OAD

28,

MAD

ERA,

CA

9363

8


1 1/2" = 1'-0"2 VFD/DISCONNECT MOUNTING DETAIL

1 1/2" = 1'-0"3 (E) ELECTRICAL PANEL SUPPORT AT CENTRAL PLANT

NTS1 FAN COIL (FC-2) UNIT MOUNTING DETAIL AT CENTRAL PLANT

No. Description Date1 00% CONSTRUCTION

DOCUMENTS0/0/00

12/8 E

12/8 R

12ø R

12/8 R

??

W R

DUCT WITH INTERNAL ACOUSTICAL INSULATION

DUCT ENCLOSURE IN GYPSUM BOARD FOR 2 HOUR RATING

ROUND DUCT WITH DIAMETER SHOWN IN INCHES

FLEXIBLE DUCT

R/W=1.5 ROUND DUCT SIMILAR TO RECTANGULAR (R/D=1.5)

DUCT TRANSITION

RECTANGULAR TO ROUND DUCT TRANSITION

VOLUME DAMPER

MOTORIZED DAMPER

FIRE DAMPER

FIRE & SMOKE DAMPER

SUPPLY

RETURN

EXHAUST

RECTANGULAR DUCT SECTIONS

ROUND DUCT SECTIONS

SUPPLY

RETURN

EXHAUST

FLUE

SYMBOL DESCRIPTION

MECHANICAL SYMBOLS

SYMBOL DESCRIPTION

HYDRONIC SYMBOLS

EQUIPMENT TAGEQUIPMENT TYPE

EQUIPMENT NUMBER

GENERAL NOTES:

SYMBOLDESCRIPTION

MECHANICAL ABBREVIATIONS

VIEW REFERENCE

1XXXX

VIEW NUMBER

SHEET NUMBER

1 / M101A1 / M101B

MATCH LINE

VIEW NUMBER / SHEET NUMBERSHADED PORTION IS SIDE CONSIDERED

XXXXX

SECTIONSECTION IDENTIFIER

SHEET NUMBER

MOUNTED 48" ABOVE FINISHED FLOOR

CXX

FAN SWITCH

THERMOSTAT

TEMPERATURE SENSOR

CO2 SENSOR DENOTES EQUIPMENT CONTROLLED

DDUCT MOUNTED SMOKE DETECTOR

SXX

DENOTES EQUIPMENT CONTROLLED

TXX

DENOTES EQUIPMENT CONTROLLED

12/8 R

12/8 SRECTANGULAR DUCT WITH DIMENSIONS SHOWN IN INCHES

SUPPLY

RETURN

EXHAUST

SUPPLY GRILL

RETURN GRILL

EXHAUST GRILL

VD

M

F

FS

CD

CW

HHWR

HHWS

ID

RS

RL

BUTTERFLY VALVE

BALL VALVE

FLEXIBLE PIPE

ECCENTRIC REDUCER

CONCENTRIC REDUCER / TRANSITION

PIPE RISER

PIPE DROP

BALANCING VALVE OR COCK

RELIEF VALVE

STRAINER

HEATING HOT WATER SUPPLY

HEATING HOT WATER RETURN

CONDENSATE DRAIN

COLD WATER

INDIRECT DRAIN

REFRIGERANT SUCTION PIPING

REFRIGERANT LIQUID PIPING

THE LOCATION OF THE MECHANICAL EQUIPMENT, PLUMBING EQUIPMENT, UTILITIES, AND ON SITE FACILITY INFORMATION SHOWN ON THESE PLANS WAS OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING EQUIPMENT AND UTILITY INFORMATION AND LOCATIONS PRIOR TO BEGINNING WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

ALL DIMENSIONS ARE APPROXIMATE. THE DRAWINGS ARE DIAGRAMMATIC TO THE EXTENT THAT ALL FITTINGS, OFFSETS, ETC. MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY AL DIMENSIONS IN THE FIELD FOR FABRICATION OF THE PIPING, MECHANICAL AND ELECTRICAL COMPONENTS INTO A COMPLETE AND OPERABLE SYSTEM.

ALL EQUIPMENT SHALL BE FABRICATED FROM FIELD VERIFIED DIMENSIONS AND APPROVED SHOP DRAWINGS. COORDINATE MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT.

ALL EQUIPMENT DESIGNED TO BE FIXED IN POSITION SHALL BE PROVIDED WITH SEISMIC ATTACHMENTS AS REQUIRED BY CODE.

ALL INSULATION AND SEALING PRODUCTS USED IN THE BUILDING SHALL HAVE A SURFACE BURNING CHARACTERISTIC WITH FLAME SPREAD/ SMOKE DEVELOPED INDEX OF 25/50 MAXIMUM, WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSULATION, TAPES FACING MATERIALS, JACKETS AND ADHESIVES.

AUTOMATIC SHUTOFFS FOR SMOKE CONTROL: AIR MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2,000 CFM TO ENCLOSED SPACES WITHIN BUILDINGS SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL BE TIED TO THE EXISTING FACP AND ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR MOVING EQUIPMENT UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT SERVED BY SUCH EQUIPMENT. SMOKE DETECTORS WHICH COMPLY WITH THE CALIFORNIA BUILDING CODE, SHALL BE APPROVED AND LISTED BY THE SFM FOR AIR DUCT INSTALLATION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. SUCH DEVICES SHALL BE COMPATIBLE WITH THE OPERATING VELOCITIES, PRESSURES, TEMPERATURES AND HUMIDITY OF THE SYSTEM.

PENETRATIONS OF PIPES, CONDUITS, ETC., IN BUILDING ELEMENTS REQUIRING PROTECTED OPENINGS PER CBC SHALL BE A TESTED ASSEMBLY APPROVED BY THE STATE FIRE MARSHAL AND COMPLY WITH UL 1479. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL WHICH SHOW COMPLETE CONFORMANCE AND SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILY AVAILABLE TO THE STATE INSPECTOR AT ALL TIMES AT THE PROJECT SITE.

ALL WORK, MATERIALS, SUPPORTS AND METHODS USED SHALL CONFORM TO SMACNA, “GUIDELINES FOR SEISMIC RESTRAINTS FO MECHANICAL SYSTEMS”.

ALL MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED AND SEISMICALLY BRACED PER CODE.

1.

2.

3.

4.

5.

6.

7.

8.

9.

POINT OF CONNECTION

ACOUSTIC TURNING VANES

VANE ANGLE20 - 24°30 - 39°40 - 39°

DUCT TURN12" DEFLECTION30" DEFLECTIONAIR TURN

PRESSURE GAUGE

TEMPERATURE GAUGE

INLINE PUMP

GATE / GLOBE / CHECK VALVE

3 WAY VALVE

SOLENOID VALVE

EXPANSION JOINT

FLANGE

PIPE CAP

POINT OF DISCONNECT

?? ?

GRILL NUMBERCFM / SYSTEM

SIDE WALL SUPPLY GRILL

SIDE WALL RETURN GRILL

?x? ?WIDTHxHEIGHT (SYSTEM)

WIDTH/HEIGHT (SYSTEM)

DESCRIPTION

19

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JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

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0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:1

5 PM


MP0.1

MECHANICALABBREVIATIONS,

SYMBOLS, & NOTES

MAD

ERA

CO

UN

TY

MAD

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CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

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09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


SYMBOL DESCRIPTION

UBC UNIFORM BUILDING CODEUCD UNDERCUT DOORUF UNDER FLOORUFC UNIFORM FIRE CODEUG UNDER GROUNDUON UNLESS OTHERWISE NOTEDUTR UP THROUGH ROOF

V (VTR) VENT (VENT THROUGH ROOF)VAV VARIABLE AIR VOLUME CONTROLLERVD VOLUME DAMPERVLV VALVEVSD VARIABLE SPEED DRIVEVVRH VARIABLE AIR VOLUME CONTROLLER WITH

REHEAT COIL

WALL MTD(R)

WALL MOUNTED (RECESSED)

WB WET BULBWMS WIRE MESH SCREENWOG WATER OIL GASWP WORKING PRESSUREWPD WATER PRESSURE DROP (IN FEET OF

WATER COLUMN)WT WEIGHT

Z ZONE DAMPER

SYMBOL DESCRIPTION

GA GAUGEGALV GALVANIZEDGI GALVANIZED IRONGPH GALLONS PER HOURGPM GALLONS PER MINUTEGX GENERAL EXHAUST

HHWR HEATING HOT WATER RETURNHHWS HEATING HOT WATER SUPPLYHP HORSE POWERHTG HEATINGHV HAND VALVEHW HOT WATERHWR HOT WATER RETURNHWS HOT WATER SUPPLYHX HEAT EXCHANGERHXP-# HEAT EXCHANGER PUMP NUMBER

IE INVERT ELEVATIONIN 2 SQUARE INCHESIN, (") INCHIU INDOOR UNIT FAN COIL

KEF KITCHEN EXHAUST FANKW KILOWATTS

LBS POUNDSLD LOUVERED DOORLDB LEAVING DRY BULBLOD LIMIT OF DEMOLITIONLRA LOCKED ROTOR AMPSLTCP LOCAL TEMPERATURE CONTROL PANELLVR LOUVERLWB LEAVING WET BULB

MAU MAKE-UP AIR UNITMAV MANUAL AIR VENTMAX MAXIMUMMBH THOUSAND BTUs PER HOURMCC MOTOR CONTROL CENTERMD MOTORIZEDMECH MECHANICALMFR MANUFACTURERMIN MINIMUM

N NEW

OA OUTSIDE AIROAD OUTSIDE AIR DAMPEROC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOU OUTSIDE UNIT CONDENSOROV OUTLET VELOCITY

PD PRESSURE DROPPRV PRESSURE REGULATING VALVE PRESSURE

REDUCING VALVE/PSI (G) (A) POUNDS PER SQUARE INCH (GAUGE)

(ABSOLUTE)

RA RETURN AIRRAD RETURN AIR DAMPERREF ROOF EXHAUST FANRF RETURN FANRPM REVOLUTIONS PER MINUTERV RELIEF VENTILATOR

S & R SUPPLY AND RETURNSA SUPPLY AIRSAD SEE ARCHITECTURAL DRAWINGSSB SECURITY BARSSD SPLITTER DAMPERSEC SECTIONSF SUPPLY FANSFM STATE FIRE MARSHALSG STEAM GENERATORSM SHEET METALSOV SHUT OFF VALVESP STATIC PRESSURESPD STATIC PRESSURE DROPSQ FT SQUARE FEETSQ IN SQUARE INCHESSSTL STAINLESS STEELSTR STRAINERSTRUCT STRUCTURAL

TCP TEMPERATURE CONTROL PANELTCV TEMPERATURE CONTROL VALVETEMP TEMPERATURETFH THERMAL FLUID HEATERTG TRANSFER GRILLETHK THICKTOD TOP OF DUCTTP TOTAL PRESSURETSP TOTAL STATIC PRESSURETX TOILET EXHAUSTTYP TYPICAL

SYMBOL DESCRIPTION

AB ANCHOR BLOCKABC ABOVE CEILINGAC AIR CONDITIONING UNITACC DR ACCESS DOORACC P ACCESS PANELACU AIR CONDITIONING UNITAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAPD AIR PRESSURE DROP, INCHES WATER

COLUMNAPPROX APPROXIMATEARCH ARCHITECTURALATTEN ATTENUATORSATV ACOUSTIC TURNING VANE ABV ABOVE

BD BALANCE DAMPERBDD BACK DRAFT DAMPERBFV BUTTERFLY VALVEBHP BRAKE HORSE POWERBLDG BUILDINGBOD/P BOTTOM OF DUCT/PIPEBP BID PACKAGEBTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITYCBC CALIFORNIA BUILDING CODECBV CALIBRATED BALANCE VALVECD CONDENSATE DRAINCEF CEILING EXHAUST FANCFH CUBIC FEET OF GAS PER HOURCFM,f CUBIC FEET OF AIR FLOW PER MINUTECH CHILLERCHV CHECK VALVECHWP CHILLED WATER PUMPCHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLYCLG CEILINGCLR CLEARCMC CALIFORNIA MECHANICAL CODECONC CONCRETECOND CONDENSERCONN CONNECT/CONNECTIONCONT CONTINUATIONCONTR CONTRACTORCT COOLING TOWERCU CONDENSING UNITCVRH CONSTANT AIR VOLUME CONTROLLER WITH

REHEAT COILCWP CONDENSER WATER PUMPCWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLY

DGP DATA GATHERING PANELDHWR DOMESTIC HOT WATER RETURNDHWS DOMESTIC HOT WATER SUPPLYDIA, ø DIAMETERDL DOOR LOUVERDN DOWNDPR DAMPERDTR DOWN THROUGH ROOFDWG DRAWING°F DEGREES FAHRENHEIT

E EXISTINGEA EXHAUST AIREAD EXHAUST AIR DAMPEREC EVAPORATIVE COOLEREDB ENTERING DRY BULBEER ENERGY EFFICIENCY RATINGEF EXHAUST FANEL ELEVATIONELEC ELECTRIC/ELECTRICALENT ENTERINGEQUIP EQUIPMENTESP EXTERNAL STATIC PRESSUREEVAP EVAPORATOREW ENTERING WATEREWB ENTERING WET BULBEWC ELECTRIC WATER COOLEREWT ENTERING WATER TEMPERATUREEXH EXHAUST

FC FLEXIBLE CONNECTIONFCU FAN COIL UNITFCV FLOW CONTROL VALVEFD FIRE DAMPERFF FLY FANFIN FINISHFLA FULL LOAD AMPSFLR FLOORFO FUEL OILFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFPM FEET PER MINUTEFRC FIRING RANGE CLASSROOMFSD FIRE AND SMOKE DAMPERFT 2 SQUARE FEETFT (') FOOT OR FEET


DH

WR

DH

WS

DHWRDHWS

CHSCHR

HWSHWR

HW

RH

WS

CHSCHRHWR

HWS

CHSCHR

HWRHWS

CH

RC

HS

CR CS

DN

VAN

VAN

VAN

NO

PARKING

VAN

NO

PARKING

NO

PARKING

NOPARKING

VANVAN

VAN

VAN

E

EE

E

E

T

E

LV

LV

W3

7

W38

W3

8

W38

W38

W37

+10'-0"

+10'-0"

+10'-0"

+10'-0"

+10'-0"

+10'-0"

CENTRAL PLANT

HOUSING BUILDING

E TO K

HOUSING BUILDING

C & D

HOUSING BUILDING

A & B

6" CHWS6" CHWR2

3

1

4" HHWS4" HHWR

3" DHWS3" DHWR

4

6

8

7

9

5

10

10 10 10

10

(E) 1" EXPANSION JOINT(E) 1" EXPANSION JOINT

1 (E) UNDERGROUND PIPING TO REMAIN. VERIFY LOCATION AND CONFIGURATIONPRIOR TO CONSTRUCTION.

KEY NOTES:

2 CONNECT (N) HYDRONIC PIPING TO (E) STUBBED OUT UNDERGROUND PIPING.PROVIDE ISOLATION VALVES IN CONCRETE BOX FOR SYSTEM MAINTENANCE.

3 ROUTE (N) 6" CHWS/R, 4" HWS/R, AND 3" DHWS/R IN VERITCAL PIPE CHASE.COORDINATE WITH ARCHITECTURAL PLANS AND REFER TO FORELEVATION AT NEW CHASE.

4 ROUTE (N) 6" CHWS/R, 4" HWS/R, AND 3" DHWS/R IN ATTIC SPACE. COORDINATEWITH ARCHITECTURAL AND STRUCTURAL PLANS AND REFER TO FORPIPE SUPPORT AT CORRIDOR ATTIC

/1 A5.0

/1 A5.1/3 S7.1

5 ROUTE HYDRONIC PIPING TO BUILDING A & B MECHANICAL ROOM. FOR PIPINGCONTINUATION SEE .

6 ROUTE HYDRONIC PIPING TO BUILDING C & D ROOF. REFER TOFOR PIPING CONTINUATION.

7 ROUTE HYDRONIC PIPING TO BUILDING E & K ROOF. REFER TOFOR PIPING CONTINUATION.

8 PROVIDE SEISMIC FLEX CONNECTORS AT HYDRONIC PIPING LOCATED ATSEISMIC JOINTS IN ATTIC SPACE. COORDINATE WITH STRUCTURAL PLANS.TYPICAL THROUGHOUT.

9 PROVIDE (N) COOLING TOWER AT CENTRAL PLANT YARD. SEEFOR COOLING TOWER AND PIPING LAYOUT.

10 PROVIDE SEISMIC METRALOOP FOR HWS/R, CHWS/R, AND DHWS/RSEE FOR DETAIL.

/1 MP4.3.4

/1 MP4.3.3/1 MP4.3.2

/1 MP2.2.5

/1 MP7.2

GENERAL NOTES:1. ALL DIMENSIONS ARE APPROXIMATE. THE DRAWINGS ARE DIAGRAMMATIC TO THE EXTENT THAT ALL FITTINGS, OFFSETS, ETC.

MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD FOR FABRICATION OF PIPING, MECHANICAL AND ELECTRICAL COMPONENTS INTO COMPLETE AND OPERABLE SYSTEM.

2. ALL EXISTING EQUIPMENT SHOWN ON THIS DRAWING TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR.

3. COORDINATE ALL SHUTDOWNS WITH THE COUNTY. THE CONTRACTOR SHALL COORDINATE OPERATION OF EQUIPMENT WITH THE COUNTY TO MAINTAIN UTILITY DISTRIBUTION TO THE FACILITY AND NOT DISTURB CAMPUS OPERATION.

4. OVERALL PLANS INDICATE GENERAL LOCATION OF SCOPE OF WORK. AREAS OUTSIDE OF SCOPE OF WORK IDENTIFIED AS HATCHED, REFER TO ENLARGED PLANS FOR SPECIFIC SCOPE OF WORK AREAS

5. MECHANICAL PIPING SHOWN IS DIAGRAMMATIC. ROUTE PIPING AS NECESSARY TO AVOID (E) MECHANICAL EQUIPMENT ON THE ROOF.

19

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:1

7 PM


MP1.1

MECHANICAL SITEPLAN

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1" = 30'-0"1 MECHANICAL SITE PLAN

N


DIRECTOR

072

LIEUTENANT

071

CONFERENCE

073

CORRIDOR

071

KEYCONTROL

074CORRIDOR

079

OXYGEN

080

S/P

064

SALLYPORT083

STORAGE

094

PHYS /PSYCH

098

DIRECTOR

099100

H/C W/C

101

HALL

095

CLERICAL

097

ADMINASSIST

096

HALL

103H/C W/C

102

-

109

EQUIP.ROOM

111

DENTAL

108

RECORDS

093

STORAGE

090

RN / NP /PA092

BIO HAZ.

091

CORRIDOR

112

CARTS

088

LABPREP089

H/C W/C

107

INTERVIEW

106

104

TREATMENT

108

ELECTRICAL

-

KITCHEN

-

SALLYPORT115

VAV1

VAV2 VAV

3VAV

4

MAT

CHLI

NE/

1M

P2.1

.1B

VAV6

VAV8

VAV7

VAV5

VAV9

VAV10

VAV11

VAV16

1" EXPANSION JOINT

VAV12

(E)2

4/12 S

(E)2

4/12 S

(E)2

4/12 S

(E)24/12 S

(E)24/12 S

12/8

S

(E)24/12 S

(E)2

4/12 S

øS(E)10øS(E)14

øS

(E)16

øS

(E)16

øS(E

)16

ø S(E

)8

ø S(E

)8

øS(E)8

øS(E)10øS

(E)8

ø S(E

)8

ø S(E

)8

øS(E)20 øS(E)20

øS(E

)8

øS(E)12

øS(E)10

øS(E)10

øS(E)12

12/8 S

øS(E)10øS(E)14

øS(E)8

øS(E

)6

ø S(E

)5

øS(E)10

4

4

44

4

44

5

5

1(TYP.)

3 (TYP.)

44

2 (TYP.)

24/12

S

øS12

øS14 øS14

18/12 S

øS10

øS8

øS10

14/12

S

18/12

S

øS10

(E)800 S

(E)800 S

(E)600 S

(E)400 S

(E)125 S

(E)250 S

(E)400 S

(E)230 S

(E)225 S

(E)285 S

øS(E)8

FDFD

GENERAL NOTES:1. ALL DIMENSIONS ARE APPROXIMATE. THE DRAWINGS ARE

DIAGRAMMATIC TO THE EXTENT THAT ALL FITTINGS, OFFSETS, ETC. MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD FOR FABRICATION OF PIPING, MECHANICAL AND ELECTRICAL COMPONENTS INTO COMPLETE AND OPERABLE SYSTEM.


1 PROVIDE (N) DUCTWORK ABOVE CEILING.

KEY NOTES:

2 PROVIDE (N) VOLUME DAMPERS AT ALL DUCT BRANCHES.

3 REMOVE AND REINSTALL (E) SUPPLY GRILLES.

4 PROVIDE (N) VAV AND CONNECT TO (E) DUCTWORK UPSTREAM. PROVIDE DUCTTRANSITIONS FOR CONNECTIONS. PROVIDE (N) CONTROLLER AND CONNECT TOBMS SYSTEM. CONNECT TO BMS PANEL BCM #4.

5 PROVIDE (N) VAV AND CONNECT TO (E) DUCTWORK UPSTREAM ANDDOWNSTREAM. PROVIDE DUCT TRANSITIONS FOR CONNECTIONS. PROVIDE (N)CONTROLLER AND CONNECT TO BMS SYSTEM. CONNECT TO BMS PANEL BCM #4.

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:2

0 PM


MP2.1.1A

MECHANICAL PLAN -FIRST FLOOR - ADMIN

BLDG - WEST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 ADMIN BLDG - HVAC PLAN - WEST


SEE

FOR

LIEUTENANT

067

OPEN

065

ARRAIGNMENT

051

BULK

041

PROPSTORAGE

043A

STAGING

000B

LAWENFORCEMENT

LOBBY000A

MEDINTERVIEW

001

MEDCELL004

MEDCELL005

MEDCELL006

MEDCELL007

LOBBY

000

W/C

002

CORRIDOR

003

TUB /SHOWER

008

RECORDSTORAGE

014

STORAGE

009

RECORDCLERKS

-

SP

018

HOLDING

-

W/C

016

RECORDSUPERVISOR

013

GROUPHOLDING

023

-

024

-

025

TOILET

027

HOLDING

026

CLASSIFICATION

030

GROUP

035

GROUPHOLDING

036

GROUPHOLDING

037TRANSPORT

OFFICE038

GROUPHOLDING

035 GROUPHOLDING

034

GROUPHOLDING

033 GROUPHOLDING

032

CLASSIFICATION

031

077

S/P

050

DRESSOUT048

DRESSIN

047

DRESSIN

046

SAFETY

045

SAFETY

044

VALUABLES

042

STAGING

000C

STAGING

000D

SP

020

SP

021

WAITINGROOM

-

MAT

CHLI

NE/

1M

P2.1

.1A

VAV13

VAV15

VAV14

VAV19

VAV18

VAV17

VAV20

VAV21

VAV22

VAV23

VAV24

VAV26

VAV25

1" EXPANSION JOINT

(E)2

4/12 S

(E)2

0/12 S

(E)20/12 S

(E)20/12 S

(E)2

0/12 S

øS(E)8

øS(E)16

øS10

øS8

12/8 S

øS(E

)5

øS(E)22

øS5

ø S5

ø S10

ø S6

ø S6

øS6

øS10

øS8

øS12

øS6

øS6 ø S6

øS6øS6øS6

øS6

øS10

øS6

øS6øS6

øS6

øS(E)10

øS8

øS10

øS(E

)10

ø S(E

)12

ø S6 ø S8ø S8

ø S8

øS8

øS6

ø S6

øS6 øS6 øS(E

)10

ø S(E

)12

øS(E)14

øS(E

)8ø S(E

)8

(E)2

4/12 S

ø S6

20/12

S

12/8

S

24/12 S

(E)10/8 S

(E)1

8/12 S

(E)2

0/12 S

16/12 S 20/12 S(E)20/12 S

(E)20/12 S

(E)20/12 S

16/12 S

55

øS10

øS6

12/12 S8/8 S

4

4

4

24/14

S

(E)250 S

(E)50 S

(E)65 S

(E)65 S

(E)30 S (E)

30 S

(E)825 S (E)

125 S(E)225 S

(E)55 S

(E)65 S

(E)200 S

(E)250 S

(E)250 E

(E)250 E

(E)250 E

(E)105 S

(E)45 S(E)45 S

(E)300 S

(E)200 S (E)

200 S

(E)105 S

(E)50 S

(E)400 S

(E)195 S

(E)150 S

(E)150 S

(E)100 S

(E)200 S

(E)45 S (E)

45 S

(E)120 S

(E)300 S

(E)300 S

(E)120 S

2(TYP.)

4

3(TYP.)

4

1(TYP.)

5

4

5

5

FD

FD(E)

FD

FD




1 PROVIDE (N) DUCTWORK ABOVE CEILING.

KEY NOTES:

2 PROVIDE (N) VOLUME DAMPERS AT ALL DUCT BRANCHES.

3 REMOVE AND REINSTALL (E) SUPPLY GRILLES.

4 PROVIDE (N) VAV AND CONNECT TO (E) DUCTWORK UPSTREAM. PROVIDE DUCTTRANSITIONS FOR CONNECTIONS. PROVIDE (N) CONTROLLER AND CONNECT TOBMS SYSTEM. CONNECT TO BMS PANEL BCM #4.

5 PROVIDE (N) VAV AND CONNECT TO (E) DUCTWORK UPSTREAM ANDDOWNSTREAM. PROVIDE DUCT TRANSITIONS FOR CONNECTIONS. PROVIDE (N)CONTROLLER AND CONNECT TO BMS SYSTEM. CONNECT TO BMS PANEL BCM #4.

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:2

3 PM


MP2.1.1B

MECHANICAL PLAN -FIRST FLOOR - ADMIN

BLDG - EAST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 ADMIN BLDG - HVAC PLAN - EAST


MAT

CHLI

NE/

1M

P2.2

.1

FCU4

MATCHLINEMATCHLINE/1 MP2.2.4 /1 MP2.2.4

(E)10/12 S

(E)16/10 R

(E)10/12 S

(E)24/12 R

1

11

/2

MP2

.2.1

MAT

CHLI

NE

FCU3

MATCHLINE

MATCHLINE/1 MP2.2.3

/1 MP2.2.3

(E)16/10 R

(E)24/12 R

øS(E)10 øS(E)10

1

/2

MP2

.2.1

MAT

CHLI

NEGENERAL NOTES:1. ALL DIMENSIONS ARE APPROXIMATE. THE DRAWINGS ARE



1 PROVIDE (N) FAN COIL UNIT AND CONNECT TO (E) DUCTWORK UPSTREAM ANDDOWNSTREAM. PROVIDE DUCT TRANSITIONS FOR CONNECTIONS. PROVIDE (N)CONTROLLER AND CONNECT TO BMS SYSTEM.CONNECT TO BMS PANEL BCM #4.

KEY NOTE: 19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:2

5 PM


MP2.2.1

MECHANICAL PLAN -UPPER LEVEL -

ADMIN BLDG - WEST& EAST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1/8" = 1'-0"2 MECHANICAL PLAN - UPPER LEVEL - ADMIN BLDG - EAST

1/8" = 1'-0"1 MECHANICAL PLAN - UPPER LEVEL - ADMIN BLDG - WEST

N

N


1 PROVIDE (N) 3" HHWR/S, 4" CHWR/S, AND 2" DHWR/S.

KEY NOTES:

2 CONNECT (N) DUCTWORK TO (E) ZONE RISER AT WALL. PROVIDE DUCTTRANSITIONS AS NECESSARY.

3 PROVIDE (N) AIR HANDLING UNIT ON CONCRETE SUPPORT PAD.

4 PROVIDE CONDENSATE RETURN LINE TO NEAREST FLOOR DRAIN.

5 COORDINATE DUCTWORK WITH LIGHT FIXTURES IN THIS AREA. TYPICAL ALLDUCTWORK.

6 RELOCATE WET PIPE SPRINKLER BRANCH AND HEADS AS REQUIRED TOACCOMODATE (N) DUCTWORK AND PIPING IN THIS AREA.

7 PROVIDE (N) DDC CONTROL PANEL TO SERVE AH-3. INTERLOCK WITH (N) BMSSYSTEM. CONNECT TO BMS PANEL BCM #4.

8 PROVIDE (N) RELIEF AIR FAN.

9 REFER TO ZONE AIRFLOW SCHEDULE FOR DUCT BRANCH SIZES.

10 CONNECT (N) DUCTWORK TO (E) DUCT UP TO ROOF. PROVIDE DUCTTRANSITIONS AS NECESSARY.

11 CONNECT (N) DUCTWORK TO (E) LOUVER. PROVIDE DUCT TRANSITIONS ASNECESSARY.

12 REFER TO 1/MP4.3.2 FOR PIPING CONTINUATION.

13 PROVIDE (N) DDC CONTROL PANEL TO SERVE RF-3B. INTERLOCK WITH (N) BMSSYSTEM.

14 PROVIDE (N) DDC CONTROL PANEL TO SERVE RF-3A. INTERLOCK WITH (N) BMSSYSTEM. CONNECT TO BMS PANEL BCM #4.




AH3

RF3B

RF3A

9

MECHANICALROOMAB200

2

2

2

9

1

5

16

8

7

4

3

2

2

8

MP2.2.22

2

10

10

11

11

13

14

12

12

MAT

CHLI

NE/

1M

P2.2

.1

TAG NO. LOCATION ZONE CFM

ZONE CONNECTION SIZE FROM AHU (WXH)

MAIN BRANCH CONNECTION SIZE (WXH)

AH‐3 A/B

1 1200 13x60 24x14600

2 2700 19x60 28x161350

3 2350 16x60 28x161200

4 630 4x60 18x10320

5 655 6x60 18x12330

6 510 4x60 18x10260

7 2350 16x60 28x161200

8 1920 16x60 28x161000

9 1935 13x60 24x141000

1

23

4

5

6

7

8 9

NOTE:SEE SCHEDULE ABOVE FOR DUCT SIZING FOR EACH ZONE

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:2

6 PM


MP2.2.2

MECHANICAL PLAN -UPPER LEVEL - BLDG

A & B

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG A & B - HVAC UPPER LEVEL PLAN

1/4" = 1'-0"2 AHU-3 ZONE PLAN

N


1 PROVIDE NEW 3" HHWR/S, 4" CHWR/S, AND 2" DHWR/S. REFER TO SHEET MP3.3.2FOR HYDRONIC PIPING CONTINUATION.

KEY NOTES:

2 CONNECT NEW DUCTWORK TO EXISTING ZONE RISER. PROVIDE DUCTTRANSITIONS AS NECESSARY.

3 PROVIDE NEW AIR HANDLING UNIT ON CONCRETE SUPPORT PAD.



6 RELOCATE WET PIPE SPRINKLER BRANCH AND HEADS AS REQUIRED TOACCOMODATE NEW DUCTWORK AND PIPING IN THIS AREA.



9 PROVIDE NEW 3" CHWR/S TO AH-5.

10 PROVIDE NEW 4" CHWR/S, 2-1/2" HHWR/S TO AH-2.

11 CONNECT (N) LINE TO (E) HHWR/S LINES BEFORE DROP SERVING THE FLOORBELOW.

12 CONNECT (N) LINE TO (E) CHWR/S LINES BEFORE DROP SERVING THE FLOORBELOW.

13 PROVIDE (N) DHWR PIPE PENETRATION THROUGH FLOOR AND CONNECT TO (E)DHWR PIPING.

14 FIELD VERIFY CONTROLS SYSTEM ON AH-5 IS NOT PNEUMATIC. IF IT IS,PNEUMATIC CONTROLS WILL NEED TO BE REPLACED WITH DIRECT DIGITALCONTROLS






TC1

AH2

AH5

(E)

3

2

MECHANICALROOMCD200

9

6

4

15

5

2

7

28

2

1

2 8

2

(E) HHWS/R LINES

(E) CHWS/R LINES

(E) DOMESTIC HOT WATER

(E) NATURAL GAS LINE CAPPED AT FLOOR11

13

12

2

2

10

AH6

3 4

MATCHLINEMATCHLINE/1 MP2.1.1A /1 MP2.1.1A

14

2

36/18 R 36/18 R

110/20 R

36/18 R

12/12 S24/16 S

28/16 S

24/16 S

12/12 S24/16 S

28/16 S

24/16 S

48/24 E

36/22 S

12/26 S

MP2.2.32

16/16 R

@ (E) ROOF INTAKE68/18 R

(E) 48"x48" EXHAUST LOUVER

36/18 R

16

(E)




AH‐2 C/D

1 2155 14x66 24x161100

2 3500 21x66 28x181750

3 1980 4x66 24x161000

4 450 3x66 12x12250

5 1120 7x66 26x12560

6 450 3x66 12x12250

7 1980 10x66 24x161000

8 3500 16x66 28x181750

9 1980 10x66 24x161000

1 2 3

4

5

6

7 8 9

NOTE:SEE SCHEDULE ABOVE FOR DUCT SIZING FOR EACH ZONE

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:2

8 PM


MP2.2.3


C & D

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG C & D - HVAC UPPER LEVEL PLAN

1/4" = 1'-0"2 AHU-2 ZONE PLAN

N


1 PROVIDE (N) 3" HHWR/S, 4" CHWR/S, AND 2" DHWR/S. REFER TO SHEET MP3.3.3FOR HYDRONIC PIPING CONTINUATION.

KEY NOTES:

2 CONNECT NEW DUCTWORK TO (E) ZONE RISER. PROVIDE DUCT TRANSITIONS ASNECESSARY.

3 PROVIDE (N) AIR HANDLING UNIT ON CONCRETE SUPPORT PAD.



6 RELOCATE WET PIPE SPRINKLER BRANCH AND HEADS AS REQUIRED TOACCOMODATE (N) DUCTWORK AND PIPING IN THIS AREA.



9 PROVIDE (N) 3" CHWR/S TO AH-4.

10 PROVIDE (N) 2-1/2" HHWR/S, 4" CHWR/S TO AH-1.

11 CONNECT (N) LINE TO (E) HHWR/S LINES BEFORE DROP SERVING THE FLOORBELOW.

12 CONNECT (N) CHWR/S LINE TO (E) LINES SERVING THE ADJACENT SPACE.

13 REUSE (E) WALL OPENINGS


15 PROVIDE (N) BMS PANEL BCM #4 TO SERVE HOUSING A&B, HOUSING C&D,HOUSING E&F, AND ADMIN BUILDING. PROVIDE CONTROLS AND NETWORKCONNECTIONS FOR COMPLETE SYSTEM.




AH1

1

9

11

MECHANICALROOMF200

MECHANICALROOMEF232

2"G

2 1/2" CHWR2 1/2" CHWS2 1/2" HHWR2 1/2" HHWS

4" C

HWR 4"

CHW

S

2" D

HWS

2" D

HWS

2 1/

2" H

HWR

2 1/

2" H

HWS

2" HHWS2" HHWR

2" DHWS

2" DHWS 2" DHWS

2 8

6

5

3 4

14

28

7

28

10

2 8

3 4

6

5

2 8

2 8

2 82 8

2 8

12

MATCHLINEMATCHLINE/1 MP2.1.1B/1 MP2.1.1B

AH4

MP2.2.42

20/12

S

24/12

S

30/16 S28/16 S20/14 S

8/6 S

20/12 S20/12

S

24/12 S

24/12

S

20/12

S

20/12 S

24/16

S

28/16 S

60/16 R 54/22 R

48/24 R

13

13

@ ROOF

(E) 64"x24" LOUVERS

15




AH‐1 E‐K

1 1205 5x58 24x12602.5

2 860 5x58 20x12430

3 1320 6x58 24x12660

4 2640 12x58 28x161320

5 2200 10x58 24x161100

6 835 5x58 20x12450

7 1110 5x58 20x12600

8 1050 5x58 20x14530

9 2640 12x58 28x161320

10 2775 12x58 30x161400

11 1320 6x58 24x12660

1

2

3

4

5

6

78

9 1011

NOTE:SEE SCHEDULE FOR DUCT SIZING FOR EACH ZONE

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:3

0 PM


MP2.2.4


E TO K

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 BLDG E TO K - HVAC UPPER LEVEL PLAN

1/4" = 1'-0"2 AHU-1 ZONE PLAN

N


1 PROVIDE (N) CHILLER ON CONCRETE SUPPORT AND CONNECT TO (E) 8" CHWS/RHEADERS.

KEY NOTES:

2 PROVIDE (N) CHILLED WATER PUMP AND CONNECT TO (E) 8" CHW PIPE HEADER.

3 PROVIDE (N) CONDENSER WATER PUMP AND CONNECT TO (E) 10" CW PIPEHEADER.

4 CONNECT TO (E) 10" CW PIPING AND (E) 8" CHW CAPPED STUB ON MAIN HEADER.

5 CONNECT (N) BOILERS TO 4" CAPPED STUB ON (E) 6" PIPE HEADER.

6 CONNECT (N) DOMESTIC HOT WATER HEAT EXCHANGERS TO (E) 3" CAPPEDSTUBS.

7 PROVIDE (N) COOLING TOWER AND CONNECT TO (E) 10" CWS/R CAPPED STUBS.

8 PROVIDE (N) FAN COIL UNIT WITH 2" CHWR/S AND 1-1/2" HHWR/S AND CONNECTTO (E) MAINS.

9 PROVIDE (N) ROOF MOUNTED EXHAUST FAN FOR GENERAL VENTILATION.

10 PROVIDE (N) ROOF MOUNTED REFRIGERANT LEAK DETECTION PURGE FAN.

11 PROVIDE (N) REFRIGERANT LEAK DETECTION MONITORING SYSTEM. FOR NEWCHILLER BAY.

12 RELOCATE WET PIPE SPRINKLER BRANCHES AND HEADS AS REQUIRED TOACCOMODATE (N) PIPING AND EQUIPMENT.

13 6" INTAKE AIR PIPE UP THROUGH ROOF. TERMINATE 2' ABOVE ROOF WITH VENTCAP, HEAT FAB 5600CI (TYP EACH BOILER)

14 2-1/2" GAS DOWN AND CONNECT TO BOILER WITH PLUG VALVE SEE DETAIL

15 3" HW UP FROM DOMESTIC HEAT EXCHANGER WITH SOV SEE DETAIL

16 3" CW DOWN FROM DOMESTIC HEAT EXCHANGER WITH SOV SEE DETAIL

17 3/4" CONDENSATE DRAIN CONNECTION TO SUSPENDED FAN COIL. CONNECT TO(E) CONDENSATE LINE. SEE DETAIL

18 DOMESTIC HOT WATER HEAT EXCHANGER AND STORAGE TANK. SEE DETAIL

19 CAP (E) GAS & DOMESTIC CW LINE.

22 PROVIDE (N) WALL MOUNTED THERMOSTAT FOR FC-2.

20 RECONFIGURE (E) HOT WATER PUMP. CHANGE EMPELLER TO 9" IMPELLER ANDREBALANCE TO 120 GPM @ 80 FT HEAD AT 5 HP.

21 PROVIDE (N) DDC CONTROLER AND CONNECT TO BMS SYSTEM. CONNECT TOBMS PANEL BCM #3.

/2 MP7.4

/2 MP7.4

/4 MP7.4

/1 MP7.4




CHILLERROOM

303

BOILERROOM

301

ELECTRICAL302

DHX1

DHX2

DHX4

DHX3

EC1

B6

B5

B4

B1

B2

B3

EP2

EP1

FC1

P4A

FC2

CT1A

CT1B

CT2A

P1B

P1A

P2B

P2A

P2C

(E) (E) (E) (E)

(E) (E)(E)

(E)

(E)

ODU7

IDU7

(E)

(E)

P3A

P3B

P3C

P5B

(E)(E)(E)(E)(E)(E)(E)

P4B

P4D

P4C

(E)

(E)

P1C

(E)

(E)

(E)

CTF1

ADS1

(E)

8" CHWR

8" CHWS

6" HHWS6" HHWR

2

4

3

5

6

WC3

(E)

EF10

EF9

7

2" DHWR3" DHWS

(E)

10" CDWS

10" CDWR

ADS2

9

12

8

10

11

1

23P5A

(E)

1

15

16

16

15

13

1313

17

(E) FS

19

22

21

21

21

21

2121202020

21 21 21

2121

21

21

22

WC2

WC1

RELOCATED BMS PANELS

RELOCATED EMERGENCY SHUT OFF SWITCH

18

18

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:3

3 PM


MP2.2.5

MECHANICAL PLAN -CENTRAL PLANT

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/4" = 1'-0"1 CENTRAL PLANT - MECHANICAL FLOOR PLAN


EXISTING

DIRECTOR

072

LIEUTENANT

071

CONFERENCE

073

CORRIDOR

071

KEYCONTROL

074CORRIDOR

079

OXYGEN

080

S/P

064

SALLYPORT083

STORAGE

094

PHYS /PSYCH

098

DIRECTOR

099100

H/C W/C

101

HALL

095

CLERICAL

097

ADMINASSIST

096

HALL

103H/C W/C

102

TREATMENT

109EQUIP.ROOM

111

DENTAL

108

RECORDS

093

STORAGE

090

RN / NP /PA092 BIO HAZ.

091

CORRIDOR

112

CARTS

088

LABPREP089

H/C W/C

107

INTERVIEW

106104

TREATMENT

108

ELECTRICAL

-

KITCHEN

-

SALLYPORT115

VAV1

VAV2 VAV

3

VAV4

MAT

CHLI

NE/

1M

P2.1

.1B

VAV6 VAV

8

VAV7

VAV5

VAV9

VAV10

VAV11

VAV16

1" EXPANSION JOINT

3/4" HHWR3/4" HHWS

1" HHWR

1" HHWS1" HHWS1" HHWR

1 1/2" HHWS1 1/2" HHWR

1 1/4" HHWS1 1/4" HHWR

1/2" HHWR1/2" HHWS

1/2" HHWS1/2" HHWR

1" HHWR1" HHWS

1/2"

HHW

S

1/2"

HHW

R

1/2"

HHW

S

1/2"

HHW

R

1" HHWS1" HHWR

3/4" HHWS3/4" HHWR

1TYP

2TYP

1 ALL HYDRONIC PIPING SHOWN ARE (E) TO REMAIN, UNLESS OTHERWISE NOTED.

KEY NOTES:

2 ALL PIPING GOING TO MECHANICAL EQUIPMENT FROM THE MAIN LINE ARE 3/4"Ø,UNLESS OTHERWISE NOTED.




19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:3

5 PM


MP3.1.1A

HYDRONIC PLAN -FIRST FLOOR - ADMIN

BLDG - WEST

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 HYDRONIC PLAN - FIRST FLOOR - ADMIN BLDG - WEST


SEE

FOR

LIEUTENANT

067

OPEN

065

ARRAIGNMENT

051

BULK

041

PROPSTORAGE

043A

STAGING

000B

LAWENFORCEMENT

LOBBY000A

MEDINTERVIEW

001

MEDCELL004

MEDCELL005

MEDCELL006

MEDCELL007

LOBBY

000

W/C

002CORRIDOR

003

TUB /SHOWER

008

RECORDSTORAGE

014

STORAGE

009

RECORDCLERKS

-

SP

018

HOLDING

?

W/C

016

RECORDSUPERVISOR

013

GROUPHOLDING

023

024025

TOILET

027

HOLDING

026

CLASSIFICATION

030

GROUP

035

GROUPHOLDING

036

GROUPHOLDING

037

TRANSPORTOFFICE

038

GROUPHOLDING

035

GROUPHOLDING

034

GROUPHOLDING

033

GROUPHOLDING

032

CLASSIFICATION

031

077

S/P

050DRESS

OUT048

DRESSIN

047

DRESSIN

046

SAFETY

045

SAFETY

044 VALUABLES

042

STAGING

000C

STAGING

000D

SP

020

SP

021

WAITINGROOM

-

MAT

CHLI

NE/

1M

P2.1

.1A

VAV13

VAV15

VAV14

VAV19

VAV18

VAV17

VAV20

VAV21

VAV22

VAV23

VAV24

VAV26 VAV

25

1" EXPANSION JOINT

3/4" HHWR3/4" HHWS

1/2" HHWR

1/2" HHWS

1/2" HHWS1/2" HHWR

1/2" HHWS1/2" HHWR

1/2" HHWS1/2" HHWR

3/4" HHWS3/4" HHWR1/2" HHWR1/2" HHWS

1" HHWR

1" HHWS

1/2" HHWR

1/2" HHWS

1 1/4" HHWS

1 1/4" HHWR

1 1/

2" H

HWS

1 1/

2" H

HWR

1" HHWR

1" HHWS 3/4" HHWS

3/4" HHWR1 1/4" HHWR

1 1/4" HHWS

1 ALL HYDRONIC PIPING SHOWN ARE (E) TO REMAIN, UNLESS OTHERWISE NOTED.

KEY NOTES:

2 ALL PIPING GOING TO MECHANICAL EQUIPMENT FROM THE MAIN LINE ARE 3/4"Ø,UNLESS OTHERWISE NOTED.




19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

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SHEET TITLE:

REVISIONS

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PROJECT STATUS:

9/29

/201

7 4:

07:3

7 PM


MP3.1.1B

HYDRONIC PLAN -FIRST FLOOR - ADMIN

BLDG - EAST

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N

1/8" = 1'-0"1 HYDRONIC PLAN - FIRST FLOOR - ADMIN BLDG - EAST


1 PROVIDE NEW 3" HHWR/S, 4" CHWR/S, 2" DHWR/S ON ROOF. PROVIDE HYDRONICPIPE SUPPORTS ON ROOF AS REQUIRED PER SMACNA. REFER TO MECHANICALDETAILS FOR PIPE SUPPORT.

KEY NOTES:

2 REFER TO SHEET MP1.1 FOR HYDRONIC PIPING CONTINUATION TO CENTRALPLANT.

3 REFER TO FOR HYDRONIC PIPING AT ATTIC SECTION./1 A5.1




SEE MECHANICAL SITE PLAN FOR CONTINUATION

4" CHWS4" CHWR

3" HHWS

3" HHWR

2" DHWS2" DHWR

2

31SEE FOR MECHANICAL ROOM HVAC PLAN

/1 MP2.2.2

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

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0 1/2 1


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PROJECT STATUS:

9/29

/201

7 4:

07:3

8 PM


MP4.3.2

MECHANICAL ROOFPLAN - BLDG A & B

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N

1/8" = 1'-0"1 BLDG A & B - HVAC UPPER LEVEL / ROOF PLAN


1 PROVIDE (N) 3" HHWR/S, 4" CHWR/S, 2" DHWR/S ON ROOF. PROVIDE HYDRONICPIPE SUPPORTS ON IN ATTIC AS REQUIRED PER SMACNA. REFER TOMECHANICAL DETAILS FOR PIPE SUPPORT.

KEY NOTES:

2 REFER TO SHEET MP1.1 FOR HYDRONIC PIPING CONTINUATION TO CENTRALPLANT.

3 REFER TO FOR HYDRONIC PIPING AT ATTIC SECTION AT CHASE.

4 REFER TO FOR HYDRONIC PIPING CHASE FOOTING SECTION.

5 REFER TO FOR ELEVATION AT (N) CHASE.

6 PROVIDE ISOLATION VALVES ON ALL HYDRONIC BRANCH PIPING.

/1 A5.1

/3 A5.1

/1 A5.0

7 ROUTE PIPING DOWN INTO MECHANICAL ROOM.




SEE MECHANICAL

SITE PLAN FOR CONTINUATION

SEE MECHANICAL


3

6

542

6

3" HHWS4" CHWR4" CHWS

3" HHWR

2" DHWS2" DHWR

1

4" C

HWS

2" D

HWR

2" D

HWS

4" C

HWR

3" H

HWS

3" H

HWR

TYP

7

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

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PROJECT STATUS:

9/29

/201

7 4:

07:4

0 PM


MP4.3.3

MECHANICAL ROOFPLAN - BLDG C & D

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N

1/8" = 1'-0"1 BLDG C & D - HVAC ROOF PLAN


1 REFER TO MECHANICAL SITE PLAN MP1.1 FOR CONTINUATION OF 6" CHWS/R, 4"HWS/R AND 2" DHWS/R.

KEY NOTES:

2 REFER TO STRUCTURAL FOR ROOF PIPE SUPPORT.

3 4" CHWS/R, 2" HWS/R, 2" DHWS/R ROOF PENETRATION TO MECHANICAL ROOM.

4 ROUTE PIPING DOWN INTO MECHANICAL ROOM.




SEE MECHANICAL


4" CHWS4" CHWR2" DHWS

3" HHWR

2" DHWR

3" HHWS

2

3

TYP

1

4

19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

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0 1/2 1


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PROJECT STATUS:

9/29

/201

7 4:

07:4

1 PM


MP4.3.4

MECHANICAL ROOFPLAN - BLDG E TO K

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N

1/8" = 1'-0"1 BLDG E TO K - HVAC ROOF PLAN


AIR HANDLER SCHEDULE

TAG MANUF. MODEL TYPE LOCATION OPERATING WEIGHT (LBS)

SUPPLY FAN RETURN FAN COOLING COIL HEATING COIL FILTERSAIR FLOW

(CFM)TOTAL SP

(IN WC) ESP HP / BRAKE HP

VOLTS / PHASE

BLADE / CLASS

AIR FLOW (CFM) ESP HP / BRAKE

HPVOLTS / PHASE

BLADE / CLASS

TOTAL (MBH)

SENSIBLE (MBH)

FACE AREA (FT2)

PD (IN WC)

ENTERING AIR (DB / WB) °F GPM EWT / LWT

(°F)TOTAL (MBH)

FACE AREA (FT2)

PD(IN WC) GPM EWT / EAT

(°F) TYPE MEAN PD (IN WC)

AH-1 DAIKIN CAH035GMGM HORIZONTAL HOUSING MODULE E/F 2,200 17,100 5 3.5 25 / 21.56 460 / 3 AIRFOIL / 2 - - - - - 702,300 481,500 32.8 0.79 80 / 67 137 44 / 56 520,000 19.67 0.42 60 160 / 60 MERV 13 0.6

AH-2 DAIKIN CAH035GMGM HORIZONTAL HOUSING MODULE C/D 2,200 17,100 5 3.5 25 / 21.56 460 / 3 AIRFOIL / 2 - - - - - 702,300 481,500 32.8 0.79 80 / 67 137 44 / 56 520,000 19.67 0.42 60 160 / 60 MERV 13 0.6

AH-3 DAIKIN CAH031GMGM HORIZONTAL HOUSING MODULE A/B 1,960 14,250 4.55 3.5 20 / 15.43 460 / 3 AIRFOIL / 2 - - - - - 583,600 400,700 27.75 0.78 80 / 67 114 44 / 56 422,000 15.75 0.45 50 160 / 60 MERV 13 0.6

AH-4 DAIKIN CAH021GDGC HORIZONTAL HOUSING MODULE E/F 1,180 9,000 4.66 3.0 15 / 9.78 460 / 3 AIRFOIL / 2 9,000 1.5 5 / 4.44 460 / 3 AIRFOIL / 2 370,800 254,900 20.13 0.63 80 / 67 72 44 / 56 - - - - - MERV 13 0.6

AH-5 DAIKIN CAH021GDGC HORIZONTAL HOUSING MODULE C/D 1,180 9,000 4.66 3.0 15 / 9.78 460 / 3 AIRFOIL / 2 9,000 1.5 5 / 4.44 460 / 3 AIRFOIL / 2 370,800 254,900 20.13 0.63 80 / 67 72 44 / 56 - - - - - MERV 13 0.6

BOILER SCHEDULE

TAG MANUFACTURER MODEL TYPE LOCATION OPERATING WEIGHT (LBS)

CAPACITY (MBH) INPUT (CFH) FUEL

MAX NOx EMISSION

(PPM)GPM PRESSURE

DROP (FT.)EWT / LWT

(°F)

ELECTRICALNOTESBLOWER HP VOLTS / PHASE FLA

B-4 ADVANCED THERMAL HYDRONICS KN-10 CONDENSING CENTRAL PLANT 700 1205 1325 NAT. GAS 20 80 0.6 130 / 160 0.4 120 / 1 5



COOLING TOWER SCHEDULE


DESIGN WB (°F) GPM EWT / LWT

(°F)

ELECTRICALNOTESFAN

VOLTS / PHASE FAN HP

CT-2A MARLEY AV6301 OPEN CROSS FLOW CENTRAL PLANT 12,500 74 500 90 / 80 460 / 3 10

DOMESTIC HEAT EXCHANGER

TAG MANUFACTURER MODEL LOCATION OPERATING WEIGHT (LBS)

INPUT OUTPUT STORAGE TANK ELECTRICAL

NOTESCAPACITY (MBH)

FLOW RATE (GPM)

EWT / LWT (°F)

PRESSURE DROP (FT.)

CAPACITY (GPH)

EWT / LWT (°F)

CAPACITY (GAL)

FLUID STORED ORIENTATION DIAMETER

(IN)HEIGHT

(IN) INSIDE OUTSIDE INSULATIONASME

M.A.W.P. (PSI)

MANHOLE (IN x IN)

COLD WATER INLET SIZE (IN)

HOT WATER INLET SIZE

(IN)VOLTS / PHASE

CIRC. PUMP

(WATTS)FLA

DHX-3 CEMLINE V800SWH CENTRAL PLANT 12,200 471 47 180 / 160 8 560 135 / 140 800 WATER VERTICAL 54 96 CEMENT ENAMELED 20 GA.

3" FIBERGLASS WITH ALUMINUM JACKET 125 12" x 16" 2" 2" 120 / 1 80 5

DHX-4 CEMLINE V800SWH CENTRAL PLANT 12,200 471 47 180 / 160 8 560 135 / 140 800 WATER VERTICAL 54 96 CEMENT ENAMELED 20 GA.

3" FIBERGLASS WITH ALUMINUM JACKET 125 12" x 16" 2" 2" 120 / 1 80 5

EXHAUST FAN SCHEDULE TAG MANUFACTURER MODEL LOCATION CONTROL SERVICE OPERATING

WEIGHT (LBS) CFM ESP (IN. WC) ELECTRICALHP VOLTS / PHASE

EF-9 GREENHECK CUBE-180 CENTRAL PLANT REFRIGERANT DETECTION CHILLER ROOM 130 2,550 0.30 1/2 120 / 1

EF-10 GREENHECK CUE-090-VG CENTRAL PLANT CONTINUOUS CHILLER ROOM 50 350 0.25 1/4 120 / 1

RF-3A GREENHECK BSQ-240-50 HOUSING AB IINTEGRAL WITH AH-3 HOUSING AB 375 7100 1.5 5 460/3

RF-3B GREENHECK BSQ-240-50 HOUSING AB IINTEGRAL WITH AH-3 HOUSING AB 375 7100 1.5 5 460/3

PUMP SCHEDULE

TAG MANUFACTURER MODEL TYPE LOCATION SERVICE OPERATING WEIGHT (LBS) GPM TDH (FT.) EFFICIENCY (%) MOTOR DATA NOTESHP RPM VOLTS / PHASE

P-1C BELL & GOSSETT 1510 3E END SUCTION BASE MOUNTED CENTRAL PLANT CHILLED WATER 610 355 95 72.35 15 1750 460 / 3

P-2C BELL & GOSSETT 1510 4GB END SUCTION BASE MOUNTED CENTRAL PLANT CONDENSER

WATER 795 500 60 79.95 15 1150 460 / 3

P-4C BELL & GOSSETT 90-2AA INLINE CENTRAL PLANT DOMESTIC HOT WATER 25 50 15 - 1/2 1725 460 / 3

P-4D BELL & GOSSETT 90-2AA INLINE CENTRAL PLANT DOMESTIC HOT WATER 25 50 15 - 1/2 1725 460 / 3

WATER CHILLER SCHEDULE


REFRIGERANT TYPE

CAPACITY (TONS)

EVAPORATOR CONDENSER ELECTRICAL NOTESGPM EWT / LWT (°F) PRESSURE DROP

(FT. WC)FOULING FACTOR GPM EWT / LWT (°F) PRESSURE DROP

(FT. WC)FOULING FACTOR VOLTS / PHASE RLA MCA / MOCP PERFORMANCE

(KW /TON)IPLV

(KW / TON)

WC-3 DAIKIN WMC043DD DUAL-CENTRIFUGAL CENTRAL PLANT 8,154 R-134A 175 350 56 / 44 7.8 0.0001 500 80 / 90 8.4 0.00025 460 / 3 142 195 / 300 0.5298 0.3456

FAN COIL SCHEDULE

TAG MANUFACTURER MODEL TYPE LOCATION OPERATING WEIGHT (LBS) CFM TOTAL SP

(IN WC)

COOLING COIL HEATING COIL MOTOR DATA

SENS. (MBH) TOTAL (MBH) ENTERING AIR(DB/WB) °F GPM PD (FT) EWT (°F) SENS. (MBH) GPM BRANCH

SIZE (IN) HP VOLTS / PHASE

FC-2 DAIKIN HCBB130D CABINET CHILLER ROOM 600 3,000 1.25 80 118 80 / 67 23.6 3.6 45 276 18.8 2 1.5 208/3

FC-3 MCQUAY FTHC2H06A HORIZONTAL CONCEALED HALLWAY 120 600 0.5 16.1 21.2 80/67 4.7 12.82 45 37.6 4.7 0.75 1 115/1FC-4 MCQUAY FTHC2H06A HORIZONTAL CONCEALED HALLWAY 120 600 0.5 16.1 21.2 80/67 4.7 12.82 45 37.6 4.7 0.75 1 115/1

AIR/DIRT SEPARATOR SCHEDULETAG MANUFACTURER MODEL SERVICE LOCATION OPERATING

WEIGHT (LBS) SIZE (IN) MAX FLOW (GPM) NOTES

ADS-2 WESSELS WVA-6 HEATING HOT WATER BOILER ROOM 375 6 570 1

NOTES1. PROVIDE WITH REMOVABLE LOWER HEAD FOR CLEANING.

19

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9/29

/201

7 4:

07:4

4 PM


MP7.0

MECHANICALSCHEDULES

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T-

PLAN

SECTION A-A

A

A

6" CONCRETEHOUSEKEEPING PAD

TRANSFORMER BASE RAIL

(E) CONCRETE SLAB

3/4"Ø x 7" EMBEDMENT "HILTI"HIT-RE 500-SD (OR EQUAL)ADHESIVE (HOT DIP GALV)

ANCHORS AT EACH CORNER(TOTAL MIN 4 ANCHORS)

COORDINATE LOCATION, SIZE &QUANTITY OF ANCHORS WITH

MANUFACTURER

(N) ADHESIVEANCHOR, TYP

6" CONCRETEHOUSEKEEPING PAD

6", TYP MIN

SECTION THROUGH TYPICAL

NOTES:

1" MIN

FIRE DAMPER INSTALLATION

1. A VERTICAL DAMPER 1S SHOWN. HORIZONTAL DAMPER INSTALLATION, 1S SIMILAR.FOLLOW DAMPER MANUFACTURER'S INSTRUCTIONS, INCLUDING FASTENER OPTIONSAND GAGES FOR SLEEVE AND PERIMETER ANGLES. FIRE DAMPERS MUST BEINSTALLED IN THE PARTITION OR FLOOR AND NOT OUTSIDE THE PENETRATION.

2. GALVANIZED SLEEVE: GAGE NOT LESS THAN CONNECTING DUCT. FASTEN SLEEVE TODAMPER FRAME AND TO PERIMETER ANGLES.

3. PERIMETER ANGELS: GALVANIZED STEEL, NOT LESS THAN 1 1/2" x 1 1/2" (40 x 40 MM),14 GAGE, TO PROVIDE 1" (25 MM) MINIMUM OVERLAP OF OPENING ON ALL 4 SIDES.

4. BREAKAWAY DUCT CONNECTION: CONTRACTOR'S OPTION OF TYPES SHOWN INSMACNA LPDS, FIG. 2-13, SEAL JOINTS.

5. ACCESS PANELS: SIZE AND LOCATION TO PERMIT SERVICING THE FUSIBLE LINK ORLINKS.

6. PROVIDE 1/4" TO 1/2" (8 TO 15 MM) CLEARANCE ON HEIGHT AND WIDTH. FILL OPENSPACE WITH ROCK WOOL FIRESTOP FIBER.

7. ALL DUCT WORK RISERS WHICH ARE RUN EXPOSED, SUCH AS THRU ATTIC FLOORSAND MECHANICAL ROOM FLOORS, SHALL BE PROVIDED WITH 3 INCH (75 MM) HIGHCONCRETE CURB AROUND OPENING FOR DUCT.

NOTE 6SLEEVE, NOTE 2

DAMPER COLLAREXTENSION INTEGRALPART OF SLEEVE

DAMPER, NOTE 1

DUCT CONNECTION NOTE 4

SLEEVE, NOTE 2PERIMETER ANGLE, NOTE 3(NOTE FASTENED TO PARTITION)

ACCESS PANEL NOTE 5

TYPICAL DUCTINSULATION

FIRE BARRIERPARTITION OR CHASE

7/8" GALV. CHANNEL

C-PORT BLOCKING,SEE MFG

(E) CONC ROOF SLAB

(E) STUD FRAMED WALL

#12 SMS @ 32" O.C. MAX, TYP.

REFRIGERANT PIPING

UNISTRUT CLAMP, TYP.

SHEET METAL COVER

UNISTRUT P1000 @ 4'-0"O.C. MAX WITH (3) 1/4"SCREWS TO (E) STUD, TYP

CONDENSATE DRAIN PIPING

ELECTRICAL CONDUIT

2" MAX1/2" MIN

LC

EXTERIOR INTERIOR

NOTE:

PENETRATIONS OF PIPES, CONDUITS, DUCTS, ETC. IN BUILDING ELEMENTS REQUIRINGPROTECTED OPENINGS PER CBC CHAPTER 7 SHALL BE A TESTED ASSEMBLYAPPROVED BY THE STATE FIRE MARSHAL AND COMPLY WITH CBC TEST STANDARD#7-5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS, FURNISHED BY THEMANUFACTURER OF THE FIRE STOP MATERIAL WHICH SHOW COMPLETECONFORMANCE AND SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALLVARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILYAVAILABLE TO THE STATE INSPECTOR AT ALL TIMES AT THE PROJECT SITE.

18 GAUGE GALVANIZED SHEETMETAL SLEEVE AT

INTERIOR WALLS ANDSTANDARD WEIGHT

GALVANIZED STEEL PIPE SLEEVE AT EXTERIOR WALLS

MASONRY ORCONCRETE WALL

ESCUTCHEON AT ALL PIPESEXPOSED TO VIEW

FIRE RESISTANTFIBERGLASS INSULATION.1.5 PCF. 100% FILL

U.L. APPROVED WATER-PROOF RESILIENT FIRERATED SEALANT (3M CP-25N/S W/ DEPTH AS REQUIRED)

DAMMING MAT'LDRY WALL PARTITION

INSULATED OR UNINSULATED STEEL ORCOPPER PIPE CENTERED

IN SLEEVE

E(min)

2 (51)

3 (76)2 1/2 (64)

4 1/2 (114)

SSBS-20, 25SSBSSB

SSBS-125/8 (16)3/4 (19)

1 1/4 (32)

1/2 (13)

SUPPORT STRUCTURE

SUPPORT ANCHORAGEREF. SECTION KROD COUPLINGIF REQUIRED

SRC OR UC SEISMIC RODCLAMP IF REQUIRED.

THREADED ROD

ROD STIFFENER ANGLE IFREQUIRED.

PIPE CLAMP OR U-BOLT

TRAPEZE SUPPORT

SSB/SSBSANCHORAGE

1

1

A307 BOLT REF.CHART BELOW

STEEL BRACE ORSTRUT CHANNEL

MAXIMUM 9'-6" (2.9 m)

SSB/SSBS - SEISMIC SOLIDBRACE

GENERAL NOTE:DETAIL (F7) REPRODUCED FROM MASON INDUSTRIES "SEISMIC RESTRAINT GUIDELINES FOR SUSPENDED PIPING,DUCTWORK, ELECTRICAL SYSTEMS AND FLOOR MOUNTED EQUIPMENT, SIXTH EDITION, 2005", OPA-0349. ALL NOTES INTHIS DETAIL REFER TO THAT PUBLICATION. REFER TO THAT PUBLICATION FOR ANY INFORMATION NOT INCLUDED INTHIS DETAIL.

NOTE 1:A ROD STIFFENER ANGLE MAY BE REQUIRED AS SHOWN. BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT.) : 1(HORIZ.)

BOLT DIA.IN. (mm)

E IN.(mm)

SSB/SSBSSIZE

3/8" BOLT NUT &STAR WASHER

NOTES:

1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS.

2. PROVIDE SWAY AND SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES.

2x2x1/8" ANGLETOP & BOTTOM

1"x16GA CONTCOLLAR DRAWNTIGHT AROUND DUCT

EA STRAP ADJACENTTO ONE ANOTHER ATHANGER LOCATION (TYP)

1/2"Ø ROD, (TYP)

1"x18GA STRAPO/ DUCT, (TYP)

3/8"∅ ROD,(TYP)

1 1/8"x12GA SPLITRING COLLARAROUND DUCT

1"x16GA HANGER STRAP

NUT &LOCKNUT,(

TYP)

3/8"Ø ROD,(TYP)

TRIM AT 45°∠ (TYP)

SHT MTLSCREWS (TYP)

1"x16GAHANGER

STRAP

2" M

AX

61" & OVER60" MAX

1/4" BOLTNUT & STARWASHER, (TYP)

3/4"

3/4"

3/8"x4" 316 SST STUD TYPEEXPANSION WEDGE ANCHORSFOR PIPES 3-1/2" & SMALLER,1/2"x6" FOR PIPES 4" & LARGER

STRAP: 316 SST TYPE26 PIPE SUPPORT

WALL, CEILING,OR FLOOR

NEOPRENE AROUNDPIPE

316 SST

MAX. PIPESIZE, 8"

3/4"

"C"-STRUT(ATTACHTO WALL)

PIPECLAMP

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9/29

/201

7 4:

07:4

6 PM


MP7.1

MECHANICALDETAILS

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NTS1 CHILLER MOUNTING DETAIL

NTS3 FIRE DAMPER

6" = 1'-0"2 PIPE SUPPORT ON ROOF DETAIL

1 1/2" = 1'-0"5 PIPE SUPPORT TO WALL DETAIL

1 1/2" = 1'-0"6 PIPE THRU FIRE RATED WALL

NTS7 TRAPEZE PIPE SEISMIC SUPPORT

3/4" = 1'-0"8 TYPICAL DUCT HANGER

NTS9 WALL MOUNT PIPE SUPPORT

NTS10 WALL SUPPORT DETAIL FOR PIPE


NTS4 NOT IN USE

(FOR 4" BUILDING MOVEMENT)

NOTE:

1. SEE PLANS FOR PIPE SIZE.

LIVE LENGTHS (SEE MANUFACTURER'S RECOMMENDATIONS FOR 4" COMPRESSION EXTENSION AND PARALLEL MOVEMENTS.)

BUILDING SEISMIC SEPARATION JOINT

PIPING TO BEANCHORED ON EACH SIDE OF BUILDING SEPARATION TO TRANSMIT MOVEMENTTO FLEX ASSEMBLY

END CONNECTIONSMAY BE FURNISHED FLANGED, WELD END, THREADED OR BRAZEDTO SUIT SYSTEM PIPING

STAINLESS STEEL FLEXIBLE METAL HOSE ASSEMBLY. FLEX HOSE CO. TRI-FLEX LOOP

ANCHOR PIPING PER SMACNA SEISMIC RESTRAINT GUIDELINES

QUICK-FILL CAP

3/4" TO PUMP SUCTION

12 GALLON DOME BOTTOMBY-PASS FEEDER

3/4" FROM PUMP DISCHARGEOR DISCHARGE HEADER

1" TO DRAIN. ROUTE TO FLOOR SINK

HOUSEKEEPING PAD, SEEDETAIL 10/MP7.3

SECURE LEGS TOHOUSEKEEPING PAD W/3/8"Øx2-1/2" EMBEDMENTCONCRETE ANCHORS

AIR

PLUG VALVE

FLOW

NOTES:

1. 3-WAY CONTROL VALVEPIPING SHOWN DASHED.

2. SEE PLANS FOR PIPE SIZES.

PRESSURE INDEPENDENTCONTROL VALVE

COOLING ORHEATING COIL

BALL VALVE,(TYPICAL)

STRAINER

1/4" GAGECOCK AIR VENT AT HIGH POINT. PROVIDE 6" LONG TUBE

PETE'S PLUG,(TYPICAL)

UNION, (TYP)

1/2" HOSE BIBB

ROOFING FELT

8" (MIN.)

1-1/8" PLYWOOD

MTL BLDG. ROOF

NOTES:

METAL DECK

24 GA. G.I. COVER. ALL SEAMS SOLDERED WATER TIGHT1/4" x 2-1/2" LAG SCREW(COUNTER SINK, TYP. @24" O.C.)

1. FOR ROOF SYSTEM DETAILS, SEEARCHITECTURAL ANDSTRUCTURAL DRAWINGS.

2. SEE EQUIPMENT MANUFACTURERFOR SIZE.

2" x 4" NAILING STRIP,FURNISH W/ CURB

16 GA. S/M CURB (SLOPE TO ROOF TO PROVIDE LEVEL SURFACE FORUNIT MOUNTING)

4"x MEMBER@ 24" O.C.

PROVIDE 14 GA. S/M PLATE TOSPAN BETWEEN ROOF FLUTESCONT. SECURE PLATE TO ROOFW/ #10 TEK SCREWS @ 12" O.C.

#12 x 1-1/2" TEK SCREW@ 12" O.C. W/GROMMET

1"

HOUSEKEEPING PAD.SEE DETAIL 10/MP7.3

SECURE TO WALL W/2) 2"x 10 GA. STEEL STRAPS & 3/8"Ø CONCRETE ANCHORS

GLOBE VALVE

BACKFLOW PREVENTER

COMBINATIO NREDUCING/RELIEF VALVE

MAKEUPWATER

TO SYSTEM RETURN LINE CLOSE TO PUMP SUCTION, SAME SIZE AS MAKEUP LINE

TO DRAIN

125 PSI CODEEXPANSION TANKW/ MTG. BASE. SEEPLANS FOR SIZE

CHILLED/HOT WATER PIPING OUTLET. SEEPLANS FOR SIZE

BLOW DOWN VALVE.PIPE DISCHARGE TOFLOOR SINK

CHILLED/HOT WATER PIPING INLET. SEE PLANS FOR SIZE

REMOVABLE END COVER FOR CLEANING

SKIM VALVE. PIPEDISCHARGE TOFLOOR SINK

AIR VENT. PIPE DISCHARGE TO FLOOR SINK

AIR AND DIRTSEPARATOR

BOILER FLUE

1" DRAIN VALVE& CAP

CALIFORNIA CODEGAS VALVE TRAIN PROVIDED W/ BOILER

DIRT LEG

PLUG VALVE

1" DRAIN. ROUTETO FLOOR SINK

PETES PLUG (TYP)

PRESSURE GAUGE & TEMP GAUGE (TYP)

GATE VALVE (TYP)

SECURE TO PAD W/1/2"Øx3" MIN. EMBED.CONCRETE ANCHORS.(TYP. AT 4 CORNERS)

FINISH FLR.

HOUSEKEEPINGPAD. SEE DETAIL10/MP7.3

PRESSURE RELIEF VALVE. ROUTETO FLOOR SINK

T

P

T

P

-P

SEE PLAN FOR PIPE SIZES.1.NOTE:

3/4" CONNECTIONS FOR BYPASS FEEDER WHEN SPECIFIED

SYSTEM MAKEUPWATER. SEE DET

PRESSURE GAGE

PETE'S PLUG (TYP.)

B&G SUCTION DIFFUSER

ADJUSTABLE SUPPORT

HOSE BIBB

BOLTS" WITH(4)1/2"Øx2 1/2" EMBEDMENT"KWIK-SECUREPUMP TO PAD

HOUSEKEEPING PAD SEE DETAIL 10/MP7.3

GATE VALVE. FOR SIZESEE PLAN, (TYPICAL)

NON-SLAM CHECK VALVE

(TYPICAL) FLEX CONNECTION

REDUCER

PUMPCENTRIFUGAL

~

~ ~

EQ

TS TS

CR CR

CS

CS

TR

M M

D D

CW CW

M

1-1/4" CW MAKE UP

2" DRAIN

3" OVERFLOW

TO CHILLER

10" BY-PASS

CT2A

10"6"

6"

6"

10"

10"

P2C

P2D

CT1B

6"

6"

10"

10"10"

10"

8"

8"

6"

(F)

EQ

TS

TR

CR

CSTR

M

D

CW

2 WAY CONTROL VALVE TYP

FILTER TF-1TO TOWER

CT1A

10"

10"

8"

8"

6"

4"

4"

(E) (E)

TDS

3/4"

CHILLER CONDENSER

1"

1"

PVC

1.NOTE:

COOLING TOWER (TYP.)

FULL SIZE BY-PASS

CONTRACTING HEAD. WATERMETER W/ PULSE OUTPUT

3/4" SCHEDULE 80 PVC

BIOCIDE FEEDER W/ FLOW METER

SEE P & ID FOR PIPE SIZES.

CONTROL WIRING IN CONDUIT

5/16" PVC TUBING

CONDUCTING/PH CONTROLLER AND SENSOR

NEMA 3 CONTROL CABINETW/ 120 V POWER

CHEMICAL FEED PUMP

CHEMICAL TANK (TYP.)

PVC BALL VALVE

CONDENSER PUMP (TYP.)

FULL SIZE BY-PASS

BLEED VALVE

FLOW CONTROL VALVE

INJECTOR FITTING

SCHEDULE 80

TO DRAIN

3/4" CUTUBING

CWCW

CR

CS

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MP7.2

MECHANICALDETAILS

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NTS1 SEISMIC LOOP

NTS2 BYPASS FEEDER - DOME BOTTOM

NTS3 COIL - 2-WAY/3-WAY COOLING/HEATING

NTS4 EQUIPMENT PLATFORM - METAL

NTS5 MAKEUP WATER-EXPANSION TANK

NTS6 AIR AND DIRT SEPERATOR

NTS7 BOILER MOUNTING AND PIPING

NTS8 PUMP - END SUCTION W/ DIFFUSER

NTS9 COOLING TOWER PIPING

NTS10 COOLING TOWER WATER TREATMENT No. Description Date

FLOOR SLAB.

-WC

SEE PLAN FOR PIPE SIZES.1.NOTE:

CRCS

P

PT

TT

T

FM FS

T

P

FM

T

P

FS

TP

CHR

CHS

BUTTERFLY SHUTOFFVALVE (TYP.)

FLOW SWITCH (TYP.)

FLOW METER (TYP.)

THERMOMETER (TYP.)

PRESSURE GAGE (TYP.)

FLEXIBLE CONNECTION (TYP.)PETES PLUG (TYP.)

2" DRAIN VALVEW/ CAP (TYP.)

TUBE REMOVAL AREA.

FULL SIZE REFRIGERANTRELIEF LINES UP THRUROOF. TERMINATE WITH"GOOSENECK" FITTING.(TYP. FOR EVAPORATOR& CONDENSER SHELL)

CONCRETE PAD.SEE STRUCTURALDRAWINGS

SECURE CHILLER TOCONCRETE PAD W/1" HILTI TZ BOLTS.(6" MIN. EMBEDMENT)(TYP. OF 4)

2 WAY CONTROL VALVE

CENTRIFUGAL CHILLER

UNIT CONTROLPANEL (TYP.)

CONCRETE FLOOR

FINISH FLOOR

3

SEE PLAN FOR PIPE SIZE.1.NOTES:

INSULATED HOT WATER PIPING

6#/FT CERAMIC FIBERINSULATION.

DOW CORNING 3-6548SILICONE FOAM RING

CONC./MTL. DECK FLOOR

1" NOMINALANNULAR SPACE

3

SEE PLANS FOR PIPE SIZE.1.NOTE:

S.M. RAIN FLASHING. EXTEND 12" ON EACH SIDE OF PIPE. SECURETO WALL WITH 1/4" CONCRETE ANCHORS.(EXTERIOR WALLS ONLY)

SEAL WITH G.E.SILICONE SEALANT

PACK ANNULARSPACE WITH HEAVYDENSITY MINERALWOOLCORE THRU WALL. PROVIDE

1" NOMINAL ANNULAR SPACE

SEAL ENDS WITH DOW CORNING 3-6548 SILICONE FOAM

PIPING THRU WALL

6#/FT CERAMICFIBER INSULATIONSECTION

CONCRETE ORMASONRY WALL

AIR HANDLER (FLOOR)

AIR HANDLERAH-

MOTORIZEDDAMPERS FORECONOMIZER

RETURN/OUTSIDEAIR MIXING BOX

16 GA ANGLE CLIP WITH (2) #12 TEKSCREWS IN RAIL AND 1/4" ANCHOR BOLTWITH 3" MINIMUM EMBEDMENT. (TYP OF 12)MIN. EDGE CLEARANCE 6"

SEE DETAIL FOR COIL PIPING

/3 MP7.2

NOTE: AIR HANDLER CONFIGURATION IS DIAGRAMATICAL

GENERAL NOTE:

PROVIDE SECURITY BARRIERS ON ALL DUCT PENETRATIONS IN ROOF WHERE ONE DIMENSION IS LARGER THAN 5" AND THE OTHER DIMENSION ISLARGER THAN 8" AND ON PENETRATIONS 5" X 24" AND LARGER.

ROOFING MEMBRANE ON ROOF CURB

BARS LONGER THAN 24" SHALL BEPROVIDED WITH AN INTERMEDIATE FLATBAR 2 1/2" X 3/8" WELDED ALL AROUNDSLEEVE AND TACK WELDED TO BARS

WELD 2" X 2" X 3/16" STEEL ANGLE FRAMETO SLEEVE AND STRUCTURAL DECK TRIMANGLE

3/16" STEEL DUCT SLEEVE WITH FULLYWELDED CORNERS

3/4" DIAMETER STEEL BARS 6" O.C.WELDED ALL AROUND TO SLEEVE.

FLANGED DUCT FASTENING SYSTEM

DUCTWORK

PREMANUFACTURED CURB BYMECHANICAL

STRUCTURAL ROOF DECK WITHCONCRETE FILL IN CASES. SEESTRUCTURAL

14" MIN.

1.

2.

NOTES:SUB-FRAMING

26 GA. FLASHING

2x4 NAILING STRIP,FURNISHED W/ CURB

#12x1 1/2 TEKSCREWS @12" O.C.

MTL. ROOF

#12x1 1/2 TEKSCREWS @12" O.C.

12 GA METAL CURB(SLOPED TO ROOFTO PROVIDE LEVEL SURFACE FOR UNIT MOUNTING)

FOR ROOF SYSTEM DETAILS, SEEARCHITECTURAL AND TRUCTURAL DRAWINGS.SEE EQUIPMENT MANUFACTURER FOR SIZE.

FC-

1/2" BOLT W/ 2"Ø x 1" THK.VIBRATION ISOLATORPADS AND 2"Ø WASHEREACH SIDE. (TYP. ATSUPPORT FRAMELOCATIONS. SEEEQUIPMENT MANUFACTURER)

FAN COIL

ATTACH BOLT TO STRUCTURE ABOVESEE DETAIL FOR COIL PIPING

/3 MP7.2

MECHANICALEQUIPMENTBASE. SEE PLANS

CONTINUOUS2"x1/4" CURBGASKET

ACOUSTIC LINED SHEET METAL DUCT.SEE PLAN FOR SIZE

EQUIPMENTCURB-METALSEE DETAIL

#10 x 1/2" TEK SCREW. (2 PERSIDE MINIMUM)

/6 MP7.3

12" EACH CORNER

NOTES:

6" HIGH CONCRETEHOUSEKEEPING PADDRILL 1" Ø HOLE 4"INTO (E) SLAB. FILL WITH "POR-ROK" & INSERT 8" LONG #4 REBAR. (MIN. OF ONE EACH CORNER, NO MORE THAN 48" APART)CLEAN & ROUGHENCONCRETE SURFACE

CONCRETE FLOOR SLAB ON GRADE

#4 REBAR 12" O.C. EACH WAY IN CENTER OF PAD

1. SEE SPECIFICATIONS FORCONCRETE AND REBAR.

2. SEE EQUIPMENT MANUFACTURERFOR SIZE.

W'

W'

NOTES:

SUPPLYAIR FLOW

AIR FLOWRETURN/EXHAUST

45°

MAIN DUCTCLINCH COLLAR

1/3W' , 6" MINIMUM

BRANCH DUCT

USE FOR SYMBOL WHEREBRANCH DUCT AIR QUANTITY IS LESS THAN 25% OF THE TOTALAIR FLOW.DEPTH AT W' MUST BE AT LEAST 2" LESS THAN DEPTH AT W'.BOTTOM DUCT TAP SIMILAR.

VOLUME DAMPER SIMILAR TO ROUND VOLUME DAMPER DETAIL

1.

2.

3.

RTS

TO DDC

TO DDC

TO DDC

NOTES:1. CHANNELS, MULLIONS AND BARS NOT SPECIFIED UNDER DIV.15.

RECTANGLE DUCTS SIMILAR TO ROUND DUCT PENETRATIONS.

SHEET METAL TRANSITION. ATTACH DUCT FLANGE TO CHANNELS WITH SELF-TAPPING SCREW

KEEP BLADE STACK OUT OF AIR STREAM

FIRE DAMPERSECURITY GRILLE

10 GAUGE 3/4" ANGLES (TYP. TOP AND BOTTOM)

SEAL DUCT FLANGE AIRTIGHT TO CHANNELS ALL SIDES WITH U.L. LISTED DUCT SEALER

1"

3"

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/201

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MP7.3

MECHANICALDETAILS

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NTS1 CHILLER - WATER COOLED CENTRIFUGAL

NTS2 PIPE - INSULATED W/ FIRESTOP (FLOOR)

NTS3 PIPE - CONCRETE WALL W/ FIRESTOP

NTS4 AIR HANDLER (FLOOR)

NTS11 DUCT AT SECURITY ROOF OF FLOOR SLAB

NTS6 EQUIPMENT CURB - METAL

NTS5 AIR HANDLER/FAN COIL (SUSP)

NTS7 EXHAUST FAN ON METAL CURB

NTS10 HOUSEKEEPING PAD

NTS8 RECTANGULAR DUCT ANGULAR TAP

NTS12 VAV UNIT CONRTOL DIAGRAM

6" = 1'-0"13

SECURITY WALL - SINGLE DUCT PENETRATION DETAIL W/ FIREDAMPER


BOILER WATERTHERMOMETER

BOILER WATER INLET

VESSEL PRESSURE GAUGE

INTRATANKCIRCULATOR

WRAPPED &BAFFLED COIL

DRAIN. ROUTE TO FLOOR SINK

3" FIBERGLASS INSULATION W/20GA STEEL JACKET

TEMPERATURESENSOR, (TYP.)

CEM-TROL CONTROL PANEL

RELIEF VALVE

12"x16" MANHOLE

HOT WATER OUTLET,REFER TO PLUMBINGPLANS FOR CONTINUATION

BOILER WATEROUTLET, SEEDETAIL 2/MP7.4

FRONT SIDE

COLD WATER INLET,SEE PLUMBING PLANSFOR CONTINUATION

STEEL I-BEAM BASE

CEM-TROL

Secondary High Limit

(Selec t)

Temperature / Status

Silenc eMenu

Power On

Pr imary High Limit

Alarm

NBF-22 103252 1B90115V 60HZ 1

ɸCLASS F. 80A 92W

BELL &GOSSETTCIRCULATOR

RG BMAXIMUM RATING230°F/110°C 150P

SI/10BAR

MAT F-1IMPEDANCE PROTECTED

MP7.45

MP7.46

BALANCE COCK

T

-DHX

HWR

HWST

T

HWR

HWS

1.NOTES:

2-WAY CONTROLVALVE

THERMOMETER.(TYP)

TEMPERATURE TRANSMITTERIN TANK

DOMESTIC HEAT EXCHANGER

SHUTOFF VALVE.(TYP)

Y-STRAINER

SEE PLAN FOR PIPE SIZES.

I-BEAM BY EQUIPMENT MFR

(E) HOUSEKEEPING PAD (REINF NOT SHOWN)

(N) EXPANSION ANCHOR , SEE "DETAIL B"

1" TYP 6" MIN, TYP

EXISTING SLAB ON GRADE

I-BEAM BY EQUIPMENT MFR

(E) HOUSEKEEPING PAD (REINF NOT SHOWN)

(N) 3 5/8" MIN EFFECTIVE EMBED HILTI KWIK-BOLT TZ OR APPROVED EQUAL (TOT 3 PER BEAM)

6" MIN, TYP

2" TYP

EXISTING SLAB ON GRADE

TO DDC

TO DDC

TO SOURCE POWER

TO DDC CONTROLLER

TO DDC

TO DDC

TO DDC

TO DDCOUTSIDE

AIR

OUTSIDE AIRSENSOR

HTWCOIL

TO DDC120V

TYPICAL SEE MECHANICAL FLOOR PLANS FOR ACTUAL ZONE QUANTITY.

CHWCOIL

TO DDC

TO DDC

DA

SF

DA

DPS

TSD

VFD

TE-5

D

X

DA

T

T

PT

DA

DA

DA

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/201

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MP7.4

MECHANICALDETAILS

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NTS1 DOMESTIC HOT WATER HEAT EXCHANGER/STORAGE TANK

NTS2 HEAT EXCHANGER - DOMESTIC

NTS3 GAS EQUIPMENT CONNECTION

NTS4 CONDENSATE DRAIN CONNECTION

3/4" = 1'-0"5 HEAT EXCHANGER ANCHORING SECTION

3/4" = 1'-0"6 HEAT EXCHANGER ANCHORING DETAIL

1" = 1'-0"7 MULTIZONE AHU CONTROLS


FM

FM

TT

T

T

FM

TT

FM

TT

FM

FS

WC1

ADS1

DP

EVAP

CENTRAL PLANT LIMIT

P1B

P1A

VFD

8" CHR

6" CHR

VFD

CAMPUS LOOP

6" CHS

VFD

44°F

8" CHR

8" CHS

FLOW METERSEE SPECIFICATIONS FORDETAILS

MAKE-UP WATER

6" CHR

44°F

6" BYPASS LINE

8" CHR

DP

DP

8" CHS

FS

WC2

DP

EVAP

6" CHS

VFD

44°F

56°F

ET1

1" CW

6" CHR6" CHR

8" CHR 8" CHR

8" CHR

CONTROLVALVE,(TYP.)

VA

(E)

(E)

(E)(E)

(E)(E)

FS

WC3

DP

EVAP

6" CHS

VFD

44°F

P1C

VFD

6" CHR

TT

TT

TT

CT1B

CT1A

FS

WC1

FS

WC2

P2A

P2B

DP

DP

10" CS

10" CS

10" CR

10" CR

10" BYPASS LINE

10" CS

6" CS

10" EQUALIZINGLINE

10" CS

6" CS6" CS

CONDCOND

6" CR 6" CR

10" CR

CELL 2 CELL 1

TS

TS

TRTOTOWER FILTER TF-1

TSTS

TR TR

VFD VFD

10" CR

4"6"6"6"

4" 4"4"

4"

4"

10" CS

6" CS

10" CS

6" 6"

(E)(E)

(E)(E)

(E) (E)

FS

WC3

DP

6" CS

COND

P2C

6" CS

CT2A

6" CR

CELL 1

TR

VFD

TS

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/201

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MP8.1

CHILLED WATERSCHEMATIC DIAGRAM

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NTS1 CHILLED WATER PIPING SCHEMATIC DIAGRAM

NTS2 CONDENSER WATER PIPING SCHEMATIC DIAGRAM


T

T

TT

T

T

T

T

T

T

T

TT

TT

TT

T

T

T

TT

T

T

T

TT

T

T

T

B1

B2

4" HWS

4" HWR

3" HWS 3" HWS

3" HWR 3" HWR

ET2

1" CW

CENTRAL PLANT LIMIT

P3B

P3A

VFDVFD

4" HWS

6" HWRFLOW METERSEE SPECIFICATIONSFOR DETAILS

CAMPUSLOOP

DP

130° 130°

160° 160°

6" HWS

6" HWR

6" HWS

MAKE-UP WATER

B3

3" HWS

3" HWR

130°

160°P

3C

VFD

P4A

P4B

DHX2

DHX1

DHW

DHWR

P5A

P5B

4" HWR

160°

130°

180°

140°

140°

135°

DOMESTIC COLD WATERSUPPLY

FSFSFS

2-1/2" HWR

2-1/2" HWS

4" HWS

2-1/2" HWS

4" HWR2-1/2" HWR

6" HWS

3" HWS3" HWS3" HWS

6" HWS

CONTROLVALVE, (TYP.)

(E)

(E)(E)(E)

(E) (E)

(E) (E)

(E)

(E)

(E)(E)(E)

ADS2

P4D

DHX3

P4C

DHX4

B4

B5

4" HWS

3" HWS 3" HWS

3" HWR 3" HWR

130° 130°

160° 160°

B6

3" HWS

3" HWR

130°

160°

4" HWR

VA

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MP8.2

BOILER SYSTEMSCHEMATIC DIAGRAM

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NTS1 BOILER SYSTEM SCHEMATIC DIAGRAM


AH3

AH2

AH5

AH4

AH1

(114 GPM) (137 GPM)

(72 GPM) (137 GPM)

(72 GPM)

6" TO CENTRAL PLANT

6"

3"

4"

4" 6" 4"

4"

3"(E) FC

(E) FC

AH3

AH2

AH1

(50 GPM)

(60 GPM)

(50 GPM)

4" TO CENTRAL PLANT

4"

3"

3" 3" 3"

2"

(E) RH & FC

(E) RH & FC

AH6

(E)

SEQUENCE OF OPERATIONS

GENERAL:

THE ENERGY MANAGEMENT SYSTEM (EMS) SHALL CONSIST OF A GLOBAL CONTROLLER AND PROGRAMMABLE UNITARY CONTROLLER. THE GLOBAL CONTROLLER SHALL BE PROGRAMMED TO PROVIDE THE OPERATING SCHEDULES AS DESIGNATED BY THE OWNER FOR ALL OF THE REQUIRED HVAC EQUIPMENT. TEMPERATURE CONTROL CONTRACTOR (TCC) SHALL PROVIDE THE FOLLOWING COLOR GRAPHIC COMPUTER SCREES, FOR ALL NECESSARY EQUIPMENT, ONTO THE ALERTON COMPUTER.

WATER COOLED CHILLER AND TOWER (WC-1 & WC-2):CHILLER - RUN CONDITIONS:THE CHILLER SHALL BE ENABLED TO RUN WHENEVER:A DEFINABLE NUMBER OF CHILLED WATER COILS NEED COOLING AND THE OUTSIDE AIR TEMPERATURE IS GREATER THAN 54F (ADJ).

TO PREVENT SHORT CYCLING, THE CHILLER SHALL RUN FOR AND BE OFF FOR MINIMUM ADJUSTABLE TIMES (BOTH USER DEFINABLE), UNLESS SHUTDOWN ON SAFETIES OR OUTSIDE AIR CONDITIONS.

THE CHILLER SHALL RUN SUBJECT TO ITS OWN INTERNAL SAFETIES AND CONTROLS.

ALARMS SHALL BE PROVIDED AS FOLLOWS:HIGH CHILLED WATER SUPPLY TEMP: IF THE CHILLED WATER SUPPLY TEMPERATURE IS GREATER THAN 55F (ADJ). LOW CHILLED WATER SUPPLY TEMP: IF THE CHILLED WATER SUPPLY TEMPERATURE IS LESS THAN 328F (ADJ).

EMERGENCY SHUTDOWN:THE CHILLER SHALL SHUT DOWN AND AN ALARM GENERATED UPON RECEIVING AN EMERGENCY SHUTDOWN SIGNAL STATUS.

REFRIGERANT DETECTION:THE CHILLER SHALL SHUT DOWN AND AN ALARM GENERATED UPON RECEIVING A REFRIGERATE LEAK DETECTION STATUS.

CHILLED WATER ISOLATION VALVE: THE CHILLED WATER ISOLATION VALVES (CHILLED WAND CONDENSING WATER) SHALL OPEN ANYTIME THE CHILLER IS CALLED TO RUN. THE CHILLED WATER ISOLATION VALVES SHALL ALSO REPORT A "VALVE OPEN STATUS" BEFORE THE CHILLER IS ENABLED AND SHALL CLOSE ONLY AFTER THE CHILLER IS DISABLED. THE DELAY TIMES SHALL BE SET APPROPRIATELY TO ALLOW FOR ORDERLY CHILLED WATER SYSTEMS START-UP, SHUTDOWN AND SEQUENCING.

ALARMS SHALL BE PROVIDED AS FOLLOWS: CHILLED WATER ISOLATION VALVE FAILURE: VALVE COMMANDED OPEN BUT THE STATUS INDICATES CLOSES (OPEN STATUS NOT SEEN AFTER 180 SEC (ADJ)), VALVE COMMANDED CLOSED BUT THE STATUS INDICATES OPEN.

CHILLER CHILLED WATER SUPPLY SETPOINT:THE CHILLER SHALL MAINTAIN A CHILLED WATER SUPPLY TEMPERATURE SETPOINT AS DETERMINED DDC RESET.

CHILLED WATER BYPASS VALVE - MINIMUM FLOW CONTROL:THE BYPASS VALVE SHALL BE OPEN WHENVER THE CHILLED WATER SYSTEM IS FIRST ENABLED.THE CONTROLLER SHALL MEASURE CHILLED WATER FLOW THROUGH THE CHILLER AND, AS THE CHILLED WATER FLOW DROPS BELOW SETPOINT, THE CONTROLLER SHALL MODULATE THE CHILLED WATER BYPASS VALVE OPEN TO MAINTAIN THE MINIMUM CHILLED WATER FLOW SETPOINT.

ALARMS SHALL BE PROVIDED AS FOLLOWS:LOW CHILLED WATER FLOW: IF THE CHILLED WATER FLOW IS 25% (ADJ). LESS THAN SETPOINT.

CHILLED WATER PUMP:THE CHILLED WATER PUMP SHALL RUN ANYTIME THE CHILLER IS CALLED TO RUN. THE CHILLED WATER PUMP SHALL ALSO RUN FOR LOW LIMIT PROTECTION WHENEVER TH OUTSIDE AIR TEMPERATURE IS LESS THAN A USER DEFINABLE SETPOINT (ADJ.).

THE CHILLED WATER PUMP SHALL START PRIOR TO THE CHILLER BEING ENABLED AND SHALL STOP ONLY AFTER THE CHILLER IS DISABLED. THE CHILLER WATER PUMP SHALL THEREFORE HAVE A USER ADJUSTABLE DELAY ON START AND A USER ADJUSTABLE DELAY ON STOP.

THE LEAD PUMP SHALL MODULATE TO MAINTAIN THE CHILLED WATER SYSTEM DIFFERENTIAL PRESSURE SETPOINT.

THE DELAY TIMES SHALL BE SET APPROPRIATELY TO ALLOW FOR ORDERLY CHILLED WATER SYSTEM START-UP, SHUTDOWN AND SEQUENCING.

ALARMS SHALL BE PROVIDED AS FOLLOWS: CHILLED WATER PUMP FAILURE: COMMANDED ON, BU THE STATUS IS OFF. CHILLED WATER PUMP RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. CHILLED WATER PUMP RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT.

SEQUENCE OF OPERATIONS CONTINUED

CONDENSER WATER SYSTEM:CONDENSER WATER SYSTEM SHALL BE ENABLED AT ALL TIMES TO MAINTAIN COOLING LOAD WHENEVER THE CHILLED WATER SYSTEM IS IN OPERATION. AT TIME OF START UP, THE BYPASS VALVE SHALL BE 100% OPEN (TO BYPASS), PUMP VFD SET AND MINIMUM SPEED (MINIMUM FLOW THROUGH THE CHILLER), COOLING TOWER & CHILLER ISOLATION VALVE OPEN AND COOLING TOWER FAN SET AT MINIMUM SPEED.

CONDENSER WATER PUMP LEAD/STANDBY OPERATIONS: THE CONDENSER WATER PUMPS SHALL RUN ANYTIME THE CHILLER IS CALLED TO RUN AND SHALL OPERATE ON AN ALTERNATING LEAD/LAG SEQUENCE TO ENSURE EQUAL OPERATION TIME. PUMPS TO BE CONTROLLED BY VFD/S OPERATING ON AN AN ANALOG SIGNAL.

THE LEAD PUMP SHALL START PRIOR TO THE CHILLER BEING ENABLED AND SHALL STOP ONLY AFTER THE CHILLER IS DISABLED. THE PUMPS SHALL THEREFORE HAVE: A USER ADJUSTABLE DELAY ON START AN A USER ADJUSTABLE DELAY ON STOP.

THE DELAY TIMES SHALL BE SET APPROPRIATELY TO ALLOW FOR ORDERLY CHILLED WATER SYSTEMS START-UP, SHUTDOWN AND SEQUENCING.

THE CONDENSER WATER PUMPS SHALL OPERATE IN A LEAD/STANDBY FASHION. THE LEAD PUMP SHALL RUN FIRST ON FAILURE OF THE LEAD PUMPS, THE STANDBY PUMP SHALL RUN AND THE LEAD PUMP SHALL TURN OFF.

THE DESIGNATED LEAD PUMP SHALL ROTATE UPON ON E OF THE FOLLOWING CONDITIONS (USER SELECTABLE): MAINLY THROUGH SOFTWARE SWITCH IF PUMP RUNTIME (ADJ.) IS EXCEEDED WEEKLY.

COOLING TOWER WATER ISOLATION VALVE:THE COOLING TOWER ISOLATION VALVES SHALL OPEN ANYTIME SAA CHILLER IS CALLED OT RUN. THE ISOLATION VALVE SHALL ALSO REPORT A "VALVE OPEN STATUS" BEFORE THE CHILLER IS ENABLED AND SHALL CLOSE ONLY AFTER THE CILLER IS DISABLED. THE DELAY TIMES SHALL BE SET APPROPRIATELY TO ALLOW FOR ORDERLY CHILLED WATER SYSTEM STAR-UP, SHUTDOWN AND SEQUENCING.

ALARMS SHALL BE PROVED AS FOLLOWS: COMMANDED ON, BUT THE STATUS IS OFF. COMMANDED OFF, BUT THE STATUS IS ON. STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMITS.

COOLING TOWER VFD FAN - CONDENSER WATER TEMPERATURE CONTROL:THE COOLING TOWERS SHALL OPERATE IN A LEAD/STANDBY OPERATION. TGE CONTROLLER SHALL MEASURE THE COOLING TOWER CONDENSER WATER SUPPLY TEMPERATURE AND MODULATE THE CONDENSER WATER BYPASS VALVE AND FAN VFD IN SEQUENCE TO MAINTAIN SETPOINT.

THE FOLLOWING SETPOINTS ARE RECOMMENDED VALUES. ALL SETPOINTS SHALL BE FIELD ADJUSTED DURING THE COMMISSIONING PERIOD TO MEET THE REQUIREMENTS OF ACTUAL FIELD CONDITIONS.

THE BYPASS VALVE SHALL BE 100% OPEN TO BYPASS WHENEVER THE CHILLED WATER SYSTEM ISS FIRST ENABLED. ON RISING SUPPLY TEMPERATURE, THE CONTROLLER SHALL MODULATE THE CONDENSER WATER BYPASS VALVE TO DIRECT MORE WATER TO THE COOLING TOWER TO MAINTAIN SETPOINT OF 78F (ADJ.) AS THE CONDENSING WATER TEMPERATURE RISES AND THE BYPASS VALVE CLOSES (SYSTEM OPEN TO COOLING TOWER), THE PUMP VFD AND FAN VFD SHALL INCREASE SPEED AND CONTROL TO MAINTAIN SETPOINT.

ALARMS SHALL BE PROVIDED AS FOLLOWS: LOW CONDENSING WATER FLOW: IF WATER FLOW IS 25% (ADJ.) LESS THAN SETPOINT (CHILLER BACNET POINT).ALARMS SHALL BE PROVIDED AS FOLLOWS:FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. COMMANDED OFF, BUT THE STATUS IS ON. RUNTIME EXCEEDED. STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT. VFD FAULT.

HIGH COOLING TOWER SUPPLY (TO CHILLER) TEMP: IF GREATER THAN 86f (ADJ.). LOW COOLING TOWER SUPPLY (TO CHILLER) TEMP: IF LESS THAN 38F (ADJ.).

THE FOLLOWING CONDENSER WATER TEMPERATURE SHALL BE MONITORED: CONDENSER WATER SUPPLY TEMPERATURE, CONDENSER WATER RETURN TEMPERATURE (BACNET CHILLER POINT).

ALARMS SHALL BE PROVIDED AS FOLLOWS:HIGH CONDENSER WATER SUPPLY TEMP: IF THE CONDENSER WATER SUPPLY TEMPERATURE IS GREATER THAN 86F (ADJ.). LOW CONDENSER WATER SUPPLY TEMP: IF THE CONDENSER WATER SUPPLY TEMPERATURE IS LESS THAN 65F (ADJ.). HIGH CONDENSER WATER RETURN TEMP: IF THE CONDENSER WATER TEMPERATURE IS GREATER THAN 100F (ADJ). LOW CONDENSER WATER RETURN TEMP. IF THE CONDENSER WATER RETURN TEMPERATURE IS LESS THAN 75F (ADJ).

MULTIZONE UNIT:THE SUPPLY FAN WILL START WHEN THE OCCUPIED MODE IS SET.

THE AHU CONTROLLER MAINTAINS THE DISCHARGE TEMPERATURES BY MODULATING THE ECONOMIZER DAMPERS AND ACTIVATING THE COOLING AND HEATING COILS AS COMMANDED.

THE AHU WILL SHUTDOWN WHEN PRODUCTS OF COMBUSTION ARE DETECTED BY THE SUPPLY AIR SMOKE DETECTOR. THE FILTER STATUS AND FAN STATUS WILL ALSO BE MONITORED AND ALARMED.

THE AHU SUPPLY FAN VFD SHALL MODULATE THE FAN SPEED IN RESPONSE TO CHANGING DUCT STATIC PRESSURE AS A RESULT OF THE VAV ZONE MODULATION.

THE MULTIZONE UNIT IS A DUAL DECK DESIGN WITH VAV ZONE DAMPER TO CONTROL SUPPLY AIR TEMPERATURE TO THE ZONE. AS THE ZONE TEMPERATURE RISES ABOVE THE ZONE COOLING SET POINT, THE AHU CONTROLLER MODULATES THE COOLING DECK VAV DAMPER OPEN AND THE HEATING DECK VAV DAMPERS TO CLOSE TO CONTROL TEMPERATURE.

AS THE ZONE TEMPERATURE DROPS BELOW THE ZONE HEATING SET POINT, THE AHU CONTROLLER MODULATES THE COOLING DECK VAV DAMPER TO OPEN AND THE COOLING DECK VAV DAMPER TO CLOSE TO CONTROL TEMPERATURE.

VAV TERMINAL UNIT:COOLINGUPON A ZONE DEMAND FOR COOLING, THE ASSOCIATED HOT WATER VALVE SHALL BE CLOSED AND UNIT SHALL DELIVER MINIMUM COOLING AIRFLOW. AS ROOM SPACE TEMPERATURE INCREASES, THE TERMINAL UNIT SHALL ADMIT INCREASING AMOUNTS OF AIR UNTIL SET POINT IS SATISFIED. AS SPACE TEMPERATURE DROPS BELOW THE COOLING SET POINT, AIRFLOW SHALL BE THE MINIMUM COOLING CFM.

HEATINGAS ROOM SPACE TEMPERATURE DECREASES, TERMINAL UNIT SHALL POSITION ITSELF TO THE HEATING AIRFLOW SETTING. HOT WATER VALVE SHALL BE ENABLED AND SHALL OPEN TO ADMIT HOT WATER TO THE COIL UNTIL THE SPACE TEMPERATURE SET POINT IS SATISFIED.

19

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

07:5

5 PM


MP8.3

CHILLED - HEATEDHOT WATER

SCHMATIC DIAGRAM& SEQUENCE OF OPS

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NTS1 CHILLED WATER SCHEMATIC DIAGRAM (AH)

NTS2 HEATING HOT WATER SCHEMATIC DIAGRAM (AH)


J

PE

OS

T

TYMSEQ

EQUIPMENT TAGMECHANICAL EQUIPMENT: SEE MECHANICAL DRAWINGS FOR EQUIPMENT INFORMATION.

SYMBOL

DESCRIPTION

ELECTRICAL ABBREVIATIONS

VIEW REFERENCE

1XXXX

VIEW NUMBER

SHEET NUMBER

1 / E101A1 / E101B

MATCH LINE

VIEW NUMBER / SHEET NUMBERSHADED PORTION IS SIDE CONSIDERED

DETAIL SECTION

SECTION IDENTIFIER

SHEET NUMBER

DESCRIPTION

1XXXX

ELECTRICAL SYMBOLS

1. PROVIDE AND LOCATE OUTLETS, WIRING AND CONTROLS, AS INDICATED OR REQUIRED FOR EQUIPMENT FURNISHED UNDER OTHER SECTIONS OR CONTRACTS PER EQUIPMENT SUPPLIERS REQUIREMENTS. CONNECT TO ALL EQUIPMENT AND ASSOCIATED CONTROLS, UNLESS OTHERWISE DIRECTED. VERIFY LOCATIONS, RATINGS, VOLTAGES, CONTROL WIRING, CONTROL DEVICES TO BE FURNISHED AND/OR INSTALLED WITH TRADE DRAWINGS AND SPECIFICATIONS. REFER TO EQUIPMENT OR SYSTEM SPECIFICATIONS REQUIRING ELECTRICAL WORK TO DETERMINE SCOPE OF WORK REQUIRED.

2. DO NOT CUT OR IN ANY WAY MODIFY ANY GIRT, BEAM OR OTHER STRUCTURAL MEMBER UNLESS SPECIFICALLY PREAPPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A C-10 LICENSED CONTRACTOR IN THE STATE OF CALIFORNIA.

4. ALL OUTDOOR ELECTRICAL EQUIPMENT AND ENCLOSURES SHALL BE NEMA 3R RATED.

5. ALL SINGLE PHASE BRANCH CIRCUITS SHALL HAVE DEDICATED NEUTRAL WIRES. COMBINING NEUTRAL IS NOT ALLOWED.

6. PROVIDE A MINIMUM #12 WIRING FOR BRANCH CIRCUITS. INCREASE TO #10 WIRING FOR LONGER RUNS OF BRANCH CIRCUITS PER SPECIFICATIONS.

7. DO NOT INSTALL ANY OUTLETS BACK TO BACK IN STUD WALLS.

8. CIRCUITRY AND CONDUIT ROUTING SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND TO PROVIDE ALL WORK REQUIRED TO PRODUCE A COMPLETE SYSTEM.

9. DRAWINGS INDICATE THE LOCATION OF DEVICES, FIXTURES, EQUIPMENT AND THE CIRCUIT NUMBER AND PANEL DESIGNATION WHICH SUPPLIES THEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY CONNECTING ALL ELECTRICAL DEVICES TO CIRCUITS SHOWN ON THE PLANS.

10. UNLESS OTHERWISE NOTED. ALL THE WORK SHOWN ON DRAWINGS IS NEW AND TO BE PROVIDED AND INSTALLED UNDER THIS CONTRACT.

11. ALL CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE NOTED. IN AREAS WITHOUT A CEILING, RUN CONDUIT IN CEILING SPACE EXPOSED IN AN ORGANIZED MANNER ALONG THE STRUCTURAL ELEMENTS.

12. THE CONTRACTOR SHALL PROVIDE AN ARC FLASH STUDY FOR REVIEW. ONCE APPROVED, THE CONTRACTOR SHALL PROVIDE ALL ARC FLASH LABELING REQUIRED PER CEC 110.16

13. OUTDOOR RECEPTACLES SHALL HAVE AN "IN-USE" WEATHERPROOF COVER PLATE.

14. THE CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES.

15. THE CONTRACTOR SHALL INSTALL ALL CONDUITS AND WIRES WITH A MINIMUM NUMBER OF BENDS AND IN SUCH A MANNER AS TO CONFIRM TO THE STRUCTURE. AVOID OBSTRUCTIONS, PRESERVE HEAD ROOM, KEEP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS.

16. TEST ALL NEW AND RE-USED WIRING FOR SHORT CIRCUITS, GROUNDS, AND INSULATION RESISTANCE BETWEEN CONDUCTORS AND TO GROUND. ANY EXISTING WIRING TO BE RE-USED FOR NEW EQUIPMENT THAT FAILS TESTING SHALL BE REPLACED AT NO ADDITIONAL COST.

17. CONTRACTOR SHALL LABEL NEW JUNCTION BOXES, DISCONNECT SWITCHES, VFDS, ETC. WITH CORRESPONDING PANEL NAME AND CIRCUIT NUMBER.

18. COORDINATE ANY AND ALL SHUTDOWNS WITH OWNER.

19. MINIMUM CONDUIT SIZE IS 3/ 4”. ONLY COMPRESSION FITTINGS ARE ACCEPTABLE (NO SET SCREW TYPE).

20. NEW CONDUITS IN MECHANICAL ROOMS SHALL BE RIGID GALVANIZED STEEL. LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUITS IS ALLOWABLE FOR CONNECTION TO VIBRATING EQUIPMENT BUT LIMITED TO A 3-FOOT MAXIMUM LENGTH.

21. ALL NEW PENETRATIONS THROUGH (E) WALL, CEILINGS, FLOORS, AND/OR ROOFS SHALL BE SEALED. ALL PATCHING AND SEALING SHALL BE PERMANENT AND SHALL BE COMPATIBLE WITH THE SURFACE BEING PATCHED/SEALED, AND SHALL BE FINISHED TO MATCH SURROUNDING AREA.

22. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL JUNCTION AND PULL BOXES REQUIRED FOR THE INSTALLATION OF ELECTRICAL DEVICES AND EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. SIZING OF THESE BOXES SHALL BE PER THE 2016 CEC.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THE CIRCUIT DIRECTORIES ON EXISTING PANELS REFLECTING THE CIRCUIT ARRANGEMENT AS IT WAS INSTALLED. TYPED UPDATED PANEL SCHEDULES ARE REQUIRED.

GENERAL NOTES:RACEWAYS

SYMBOL

POWER SYMBOLS

DESCRIPTIONSYMBOL

CONDUIT TURNED UP

CONDUIT TURNED DOWN

FLEXIBLE CONDUIT

CONDUIT HOMERUN, CONTINUOUS RUN TO PANEL OR EQUIPMENT CABINET

CONDUIT HOMERUN CONCEALED UNDER SLAB OR UNDERGROUND

CONNECT TO GROUNDING ELECTRODE

GROUNDING ROD

DUPLEX OUTLET, +18" UON.

DUPLEX OUTLET, SPLIT WIRED.

DUPLEX OUTLET WITH GROUND FAULT INTERRUPTER.

G

QUADRUPLEX OUTLET, +18" UON.

SINGLE OUTLET, +18" UON.

DISCONNECT SWITCH

JUNCTION BOX, 4' SQUARE UON FLOOR MOUNTED.

ELECTRIC MOTOR

PANELBOARD

BUZZER

PHOTOELECTRIC SWITCH

MAIN SWITCHBOARD, DISTRIBUTION BOARD OR MOTOR CONTROL CENTER.

SWITCH, TOGGLE, SINGLE POLE, SINGLE THROWSUBSCRIPT MODIFIERS:

1,2 SWITCHING CIRCUIT

D DIMMER

DR DOOR

K KEY OPERATED

P PILOT LIGHTED

T MOTOR RATED

3 THREE WAY

4 FOUR WAY

CEILING MOUNTED OCCUPANCY SENSOR.

THERMOSTAT

PP-1

JUNCTION BOX, 4" SQUARE UON WALL MOUNTED .J

M METER (WATT HOUR)

DUPLEX OUTLET, MOUNTED ABOVE COUNTER, +42", +46" WHERE BACKSPLASH OCCURS, UON.

QUADRUPLEX OUTLET, MOUNTED IN FLUSH FLOOR BOX.

COMBINATION STARTER

M

VFD VARIABLE FREQUENCY DRIVE

VFD'S WITHIN MCC'S SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. OTHER VFD'S ARE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR.

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED

STA T E FOAINROFILAC

GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:2

2 PM


E0.1

ELECTRICALABBREVIATIONS,

SYMBOLS, & NOTES

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SYMBOL DESCRIPTION

MFR MANUFACTURERMATV MASTER ANTENNA TELEVISIONMOM MOMENTARYM MOTORMC MOTOR CONTROLLERMTD MOUNTEDMTG MOUNTING

NL NIGHT LIGHTNF NON-FUSEDNOR NORMALNC NORMALLY CLOSEDNO NORMALLY OPEN/NUMBER# NUMBER

PNL PANELPH PHASEPOC POINT OF CONNECTIONP POLEPVC POLYVINYL CHLORIDE DUCTPWR POWERPF POWER FACTORPRI PRIMARYPA PUBLIC ADDRESSPB PULL BOX

REFRIG REFRIGERATOR(R) REMOVE(RR) REMOVE AND RELOCATERVS REVERSERMC RIGID METALLIC CONDUITRMS ROOT MEAN SQUARE

SHT SHEETSPST SINGLE POLE SINGLE THROWSN SOLID NEUTRALSSC SOUND SYSTEM CABINETSW SWITCHSWBD SWITCHBOARDSYM SYMMETRICAL

TTB TELEPHONE TERMINAL BOARDTTC TELEPHONE TERMINAL CABINETKCMIL THOUSAND CIRCULAR MILSMCM THOUSAND CIRCULAR MILSTC TIMECLOCKXFMR TRANSFORMERTP TWISTED PAIRTPS TWISTED PAIR SHIELDED2SP TWO SPEED

UG UNDERGROUNDUPS UNINTERRUPTIBLE POWER

SYSTEM

V VOLTVA VOLTAMPERES

WHM WATT HOUR METERWP WEATHERPROOFW WIRE/WATTS

SYMBOL DESCRIPTION

AC ABOVE CEILINGAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEACCPNL ACCESS PANELAWG AMERICAN WIRE GAUGEAIC AMP INTERRUPTING CURRENTA AMPERE (AMPS)AF AMPS-FRAMEAT AMPS-TRIPATS AUTOMATIC TRANSFER SWITCH

BIL BASIC IMPULSE LEVELBFG BELOW FINISHED GRADEBPT BY-PASS TIMER

CAB CABINETCLG CEILING

CENTERLINECKT CIRCUITCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISIONCX COAXIAL CABLECOMM COMMUNICATIONC CONDUITCO CONDUIT ONLYCU COPPER

DF DRINKING FOUNTAIN

EWC ELECTRIC WATER COOLEREMT ELECTRICAL METALLIC TUBING

CONDUITEM EMERGENCYENCL ENCLOSURE(ER) EXISTING RELOCATE

FA FIRE ALARMFLEX FLEXIBLE METAL CONDUITFLUOR FLUORESCENTFLA FULL LOAD AMPSFU FUSEF FUSED

GALV GALVANIZEDGRD/GND GROUNDGFI GROUND FAULT INTERRUPTERGFR GROUND FAULT RELAY

HZ HERTZHID HIGH INTENSITY DISCHARGEHPS HIGH PRESSURE SODIUMHP HORSEPOWER

JB JUNCTION BOX

KA KILOAMPERESKV KILOVOLTKVA KILOVOLT AMPERESKW KILOWATTKWH KILOWATT HOURSKEC KITCHEN EQUIPMENT

CONTRACTOR

LT LIGHTLTG LIGHTINGLRA LOCKED ROTOR AMPSLCL LONG CONTINUOUS LOADLV LOW VOLTAGE


20"6"

DIRECTOR

072

LIEUTENANT

071

CONFERENCE

073

CORRIDOR

071

KEYCONTROL

074CORRIDOR

079

OXYGEN

080

S/P

064

SALLYPORT083

STORAGE

094

PHYS /PSYCH

098

DIRECTOR

099100

H/C W/C

101

HALL

095

CLERICAL

097

ADMINASSIST

096

HALL

103H/C W/C

102

109

EQUIP.ROOM

111

DENTAL

108

RECORDS

093

STORAGE

090

RN / NP /PA092

BIO HAZ.

091

CORRIDOR

112

CARTS

088

LABPREP089

H/C W/C

107

INTERVIEW

106

TREATMENT

108

ELECTRICAL

-

KITCHEN

-

SALLYPORT115

VAV1

VAV2 VAV

3VAV

4

MAT

CHLI

NE/

1E2

.1.1

B

VAV5

VAV7

VAV16

VAV8

VAV6

VAV9

VAV10

VAV11

VAV12

(E) PANEL 'LA3-1' - 100A, 120/208V, 3Ø, 4W 1

2

$T

$T23 3

J

3

2

J

LA3-1 #11 - 3/4"C. W/2 #12, #12 GND. 1

3

3

$T $T

$T

3

32 2

3

(E) PANEL 'LAE'

KEY NOTES:PROVIDE NEW (2) 1P20A CIRCUIT BREAKERS TO MATCH PANEL IN SPACES #11 AND #12 ON PHASE C.

PROVIDE 120VAC POWER CONNECTION TO VAV BOX POWER SUPPLY. PROVIDE MOTOR RATED TOGGLE SWITCH ADJACENT TO VAV BOX.

EXISTING ELECTRICALLY OPERATED VAV BOX TO BE REPLACED. CONTROLS TO BE REPLACED BY MECHANICAL CONTRACTOR. RE-USE EXISTING 120V CIRCUIT. COORDINATE WORK WITH MECHANICAL CONTRACTOR.

1

2

3

GENERAL NOTES:1. CONDUIT AND CONDUCTORS FOR VAV BOXES SHALL BE CONCEALED WITHIN

CHASES WALLS, AND/OR ABOVE CEILINGS.

2. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF FIRE/SMOKE DAMPERS. FOR WIRING DETAIL, SEE ./2 E8.0

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:2

3 PM


E2.1.1A

POWER PLAN - FIRSTFLOOR - ADMIN BLDG

- WEST

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N

1/8" = 1'-0"1 POWER PLAN - FIRST FLOOR - ADMIN BLDG - WEST


SEE

FOR

LIEUTENANT

067

OPEN

065

ARRAIGNMENT

051

BULK

041

PROPSTORAGE

043A

STAGING

000B

LAWENFORCEMENT

LOBBY000A

MEDINTERVIEW

001

MEDCELL004

MEDCELL005

MEDCELL006

MEDCELL007

LOBBY

000

W/C

002CORRIDOR

003

TUB /SHOWER

008

RECORDSTORAGE

014

STORAGE

009

RECORDCLERKS

?

SP

018

HOLDING

-

W/C

016

RECORDSUPERVISOR

013

GROUPHOLDING

023

024025

TOILET

027

HOLDING

026

CLASSIFICATION

030

GROUP

035

GROUPHOLDING

036

GROUPHOLDING

037

TRANSPORTOFFICE

038

GROUPHOLDING

035

GROUPHOLDING

034

GROUPHOLDING

033

GROUPHOLDING

032

CLASSIFICATION

031

077

S/P

050

DRESSOUT048

DRESSIN

047

DRESSIN

046SAFETY

045

SAFETY

044VALUABLES

042

STAGING

000C

STAGING

000D SP

020

SP

021

WAITINGROOM

-

MAT

CHLI

NE/

1E2

.1.1

A

VAV13

VAV15

VAV14

VAV17

VAV18

VAV19

VAV21

VAV20

VAV22

VAV23

VAV24

VAV26 VAV

25

2

3

2

22

2

LA3-1 #12 - 3/4"C. W/2 #10, #12 GND. 1

$T $T

$T$T

J

$T $T

3

3

3

3

3

$T2

2

KEY NOTES:PROVIDE NEW (2) 1P20A CIRCUIT BREAKERS TO MATCH PANEL IN SPACES #11 AND #12 ON PHASE C.

PROVIDE 120VAC POWER CONNECTION TO VAV BOX POWER SUPPLY. PROVIDE MOTOR RATED TOGGLE SWITCH ADJACENT TO VAV BOX.

EXISTING ELECTRICALLY OPERATED VAV BOX TO BE REPLACED. CONTROLS TO BE REPLACED BY MECHANICAL CONTRACTOR. RE-USE EXISTING 120V CIRCUIT. COORDINATE WORK WITH MECHANICAL CONTRACTOR.

1

2

3

GENERAL NOTES:1. CONDUIT AND CONDUCTORS FOR VAV BOXES SHALL BE CONCEALED WITHIN

CHASES WALLS, AND/OR ABOVE CEILINGS.

2. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF FIRE/SMOKE DAMPERS. FOR WIRING DETAIL, SEE ./2 E8.0

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:2

5 PM


E2.1.1B

POWER PLAN - FIRSTFLOOR - ADMIN BLDG

- EAST

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N

1/8" = 1'-0"1 POWER PLAN - FIRST FLOOR - ADMIN BLDG - EAST


MAT

CHLI

NE/

2E2

.2.1

MATCHLINE/1 E2.2.4

FCU4

1TLAE-6

MATCHLINE/1 E2.2.4

/1

E2.2

.1M

ATCH

LINE

/1 E2.2.3MATCHLINE

FCU3

DOOR TO BLDG A&B ROOF

T

1LAE-6

MAT

CHLI

NE/

1E2

.2.2

/1 E2.2.3MATCHLINE

KEY NOTES:(N) FAN COIL UNIT THAT REPLACES (E) UNIT AT SAME LOCATION. RE-USE (E) 120V CIRCUIT AND EXTEND AS REQUIRED TERMINATE TO (N) UNIT. CIRCUITING INFORMATION IS BASED ON ORIGINAL DRAWING AND SHALL BE VERIFIED IN FIELD.

1

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:2

6 PM


E2.2.1

POWER PLAN -UPPER LEVEL -

ADMIN BLDG - WEST& EAST

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1/8" = 1'-0"1 POWER PLAN - UPPER LEVEL - ADMIN BLDG - EAST

1/8" = 1'-0"2 POWER PLAN - UPPER LEVEL - ADMIN BLDG - WEST

N

N


KEY NOTES:PROVIDE POWER TO NEW AIR HANDLER UNIT. POWER TO EXISTING UNIT IS PROVIDED FROM PANEL 'HBE'. PROVIDE NEW CIRCUIT BREAKER IN PANEL AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT.

REMOVE AND REINSTALL SIMPLEX DUCT DETECTORS IN AIR HANDLER SUPPLY AND RETURN DUCTWORK IF NECESSARY BY UNIT REPLACEMENT. COORDINATE WORK WITH OWNER’S FIRE ALARM REPRESENTATIVE.

PROVIDE POWER TO NEW AIR HANDLER RETURN FAN. POWER TO EXISTING UNIT IS PROVIDED FROM PANEL 'HBE'. PROVIDE NEW CIRCUIT BREAKER IN PANEL AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT. UPDATE PANEL SCHEDULE.

PROVIDE 120V POWER TO NEW CONTROL PANEL. PROVIDE NEW 3/4" C. W/2#12,#12 GND TO SPARE 1P20A CIRCUIT BREAKER IN PANEL LBE. UPDATE PANEL SCHEDULE.

1

2

3

4

AH3

(N) BMS CONTROL PANEL

1 2

3

3

(E) PANEL 'HBE' IN ELECTRICAL ROOM B106 ON GROUND FLOOR

VFD

HBE-25,27,29

VFD

HBE-37,39,41

VFD

HBE-31,33,35RF3B

RF3A

4

MECHANICALROOMAB200

LBE-15

(E) PANEL 'LBE' IN ELECTRICAL ROOM B106

MAT

CHLI

NE/

2E2

.2.1

(N) BMS CONTROL PANEL 4

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:2

7 PM


E2.2.2

POWER PLAN -UPPER LEVEL - BLDG

A & B

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 POWER PLAN - UPPER LEVEL - BLDG A & B


KEY NOTES:PROVIDE POWER TO NEW AIR HANDLER UNIT. POWER TO EXISTING UNIT IS PROVIDED FROM MCC 'EMCC-A'. PROVIDE NEW CIRCUIT BREAKER IN MCC AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT.


PROVIDE POWER TO NEW AIR HANDLER SUPPLY FAN. POWER TO EXISTING UNIT IS PROVIDED FROM MCC 'EMCC-A'. PROVIDE NEW CIRCUIT BREAKER IN MCC AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT.

PROVIDE POWER TO NEW AIR HANDLER RETURN FAN. POWER TO EXISTING UNIT IS PROVIDED FROM MCC 'EMCC-A'. PROVIDE NEW CIRCUIT BREAKER IN MCC AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT.

RE-USE EXISTING MCC BUCKETS FOR POWER TO NEW MOTORS FROM DEMOLISHED MOTORS. SEE .

PROVIDE 120V POWER TO NEW CONTROL PANEL FROM PANEL "LCE". PROVIDE NEW 1P20A CIRCUIT BREAKER IN SPACE TO MATCH PANEL. UPDATE PANEL SCHEDULE.

1

2

3

4

5

6

/1 E7.2

AH2

AH5



(E)

1 2

2

6

6

VFD VFD

RF5

SF5 3

MCC 'EMCC-A'MCC 'EMCC-A'

2 4

(E) MCC 'EMCC-A'

VFD

MCC 'EMCC-A'

5

MECHANICALROOMCD200

LCE-16

LCE-16

(E) PNL "LCE"

MATCHLINE/1 E2.2.1

ELECTRICALROOM

204

(E) SWITCHBOARD 'MSB'

(E) SWITCHBOARD 'ESB'

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:2

9 PM


E2.2.3


C & D

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

ELECTRICAL ROOM 204 WITH (E) SWICHBOARD 'MSB' & SWITCHBOARD 'ESB'.

1/8" = 1'-0"1 POWER PLAN - UPPER LEVEL - BLDG C & D


KEY NOTES:PROVIDE POWER TO NEW AIR HANDLER UNIT. POWER TO EXISTING UNIT IS PROVIDED FROM MCC 'EMCC-B'. PROVIDE NEW CIRCUIT BREAKER IN MCC AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT.


PROVIDE POWER TO NEW AIR HANDLER SUPPLY FAN. POWER TO EXISTING UNIT IS PROVIDED FROM MCC 'EMCC-C'. PROVIDE NEW CIRCUIT BREAKER IN MCC AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT.

PROVIDE POWER TO NEW AIR HANDLER RETURN FAN. POWER TO EXISTING UNIT IS PROVIDED FROM MCC 'EMCC-C'. PROVIDE NEW CIRCUIT BREAKER IN MCC AND PROVIDE NEW CONDUIT AND WIRING TO NEW UNIT.

RE-USE EXISTING MCC BUCKETS FOR POWER TO NEW MOTORS FROM DEMOLISHED MOTORS.

PROVIDE 120V POWER TO NEW CONTROL PANEL. ROUTE 3/4"C. W/2#12 GND TO (E) PNL 'LF'.

PROVIDE NEW (2) 1P20A CIRCUIT BREAKERS TO MATCH PANEL IN #31 AND 33.

1

2

3

4

5

6

7

AH1



1 2

2 3

6

VFD

SF4

RF4

MCC 'EMCC-C'

VFD

2 4

MCC 'EMCC-C' (E) MCC 'EMCC-C'SEE

5

6

VFD

MCC 'EMCC-B'

MECHANICALROOME200

MECHANICALROOMEF232

(E) MCC 'EMCC-B' SEE

PNL LF-31PNL LF 7

PNL LF-33

AH4

MECHANICALROOMF200

MATCHLINE/1 E2.2.1

2E7.2

3E7.2

MATCHLINE/1 E2.2.1

LF-31 6 ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:3

0 PM


E2.2.4


E TO K

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/8" = 1'-0"1 POWER PLAN - UPPER LEVEL - BLDG E TO K


KEY NOTES:(E) PANEL FOR DEMOLISHED LAUNDRY EQUIPMENT SEE STRUCTURAL FOR MOUNTING DETAIL. RE-USE CIRCUITS FOR (N) WORK.

PROVIDE (N) EQUIPMENT IN EXISTING SPARE MCC BUCKETS. SEE ONE-LINE DIAGRAM, E7.0.

PROVIDE 120V CIRCUIT TO NEW MONITORING PANEL.

EXTEND CIRCUITS AS REQUIRED FOR RELOCATED PANELS FROM DEMOLISHED WALL. VERIFY REQUIREMENTS IN FIELD.

1

2

3

4

CHILLERROOM

303

BOILERROOM

301

ELECTRICAL302

DHX4

DHX3

B6

B5

B4

P4A

CT2A

P2C

P4B

P4D P

4C

P1C

1(E) PNL CP1

(E) MCC-C

(E) MCC-B

MCC-CMCC-C

MCC-B

MCC-B

CP1-13

$T

CP1-24

$T

CP1-22

$T

2

CP1-15

$T

CP1-17

$T

MCC-C

MCC-CWALL-MOUNTED NEMA-3R PULLBOX

(N) UNDERGROUND ELECTRICAL, SEE

WC3

P1B

P1A

P2B

P2AP

3A

EP2

EP1

P3B

P3C

ADS1

WC2

WC1

B1

B2

B3

DHX1

DHX2

(E) (E) (E)(E)

(E)

(E) (E) (E) (E)

(E)

(E) (E)

(E)

(E)

(E)

(E)

(E) (E) (E)(E) G

ENERATOR #1

(E) GENERATOR #2

2

(E) SWITCHBOARD "SB"

2

SEE STRUCTURAL FOR MOUNTING DETAIL FOR DISCONNECT SWITCHES, TYP

3

CP1-6

4

MIN

1' - 0

"M

IN6"M

IN6"

METALLIC WARNING TAPE

FINISH GRADE

90% COMPACTED SAND BACKFILL

CONDUITS QUANTITY PER PLANS

2' - 0

" MIN

1' - 6" MIN

UNPAVED AREAS

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:3

2 PM


E2.2.5

ELECTRICAL FLOORPLAN - CENTRAL

PLANT

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


N

1/4" = 1'-0"1 ELECTRICAL FLOOR PLAN - CENTRAL PLANT

NTS2 TRENCH SECTION


ELECTRICAL KEYNOTES:RELOCATE EXISTING LIGHT FIXTURE TO AVOID NEW EQUIPMENT AS INDICATED. EXTEND CIRCUITS AS REQUIRED.

1

GENERAL NOTE:1. ALL LIGHTING SHOWN IS (E) TO REMAIN.

1

1

NOTE: ALL LIGHTING FIXTURES SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

CP1-2

CP1-19,21,23

EF9

FC2

FC1

(E)

CP1-4

EF10

T

T

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

N

A&B

C&D E&K

CENTRAL PLANT

KEY PLAN

WEST EAST

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:3

3 PM


E3.2.5

ELECTRICAL CEILINGPLAN - CENTRAL

PLANT

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8


1/4" = 1'-0"1 ELECTRICAL CEILING PLAN - CENTRAL PLANT N


M

PG&E

3P2000A

(E)MAIN SWITCHBOARD 'MSB-1'4000A, 277/480V, 3ø, 4W, 65 kAIC

DISTRIBUTIONSYSTEM

M3P1600A 3P600A

(VISITATION)3P800A(KITCHEN/LAUNDRY)

3P1200A

(CENTRAL

3P125A(CENTRAL PLANT)

PLANT MCC-C)

'ATS-FP'

(E) SWITCHBOARD 'SB'4000A, 277/480V, 3ø, 4W, 65 kAIC

3P400A 4000/3GFP

3P400A 3P1600A 3P100A

(CENTRALPLANT MCC-B)

3P4000A

SHUNT TRIP

3P1600A3P1600A3P4000A

(E) MAIN SWITCHBOARD 'MSB' LOCATED IN ELEC RM 204, SEE E3.2.32000A, 277/480V, 3ø, 4W, 42 kAIC

(E) ATS600A

3P200A 3P100A3P200A

(E) PNL'HBE'

3P100A

(E) MAIN SWITCHBOARD 'ESB' LOCATED IN ELEC RM 204, SEE E3.2.3600A, 277/480V, 3ø, 4W,

RF-3A:5 HP,480V, 3ø

AH-3:20 HP,480V, 3ø

RF-3B:5 HP,480V, 3ø

3P600A

(E) GEN #3:400KW/500KVA,

277/480V, 3 ø

(E) GEN #1:800KW/1000KVA

(E) GEN #2:800KW/1000KVA

3P2000A

(E) MCC-C, SEE

(E) EMCC-A,SEE

(E) EMCC-B,SEE

(E) EMCC-C,SEE

3

(E) FIREPUMP

(E) PNL'CP-1'

(E) PNL'CP'

3P225A

M

(E) CHILLER #2(C/D)

(E) CHILLER #3(A/B)

(E) CHILLER #1(E/K)

3P225A

M

3P150A

M

FC-2:1.5 HP, 208V, 3 ø

BLDG C & D

BLDG E TO K

BLDG A AND B

CENTRAL PLANT BUILDING

(E) MCC-B, SEE

ELECTRICAL KEY NOTES:

1

2 NOT USED.

RE-USE CIRCUITS FROM PREVIOUS LAUNDRY DEMOLITION.

KEY

NEW

3 NOT USED.

INTERCEPT (E) FEEDER AND EXTEND FOR EXISTING RELOCATED PANEL.4

VFD PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR.5

5

5

5

FOR PANEL SCHEDULE, SEE E8.06

6

6

3P30A, NEMA 1,NON-FUSEDDISCONNECT SWITCH

1"C. W/3#8, #10 GND

3P60A, NEMA 1, NON-FUSED DISCONNECT SWITCH

3P30A, NEMA 1, COMBINATIONSTARTER

3/4" C. W/3#10,#12 GND

3/4" C. W/3#12,#12 GND

1

4

M VFD

M VFD

M VFD

1

E7.1

1

E7.2

2

E7.2

E7.2

M

820

DEMANDFACTOR

DEMAND(KVA)

CONNECTED(kVA)DESCRIPTION

ESTIMATED MAX. SUMMER PEAK FROMPG&E 5-YEAR RECORD

ADDITIONAL LOAD HVAC MOTORS:

CHILLER #1

COOLING TOWER CT-2A

P1-C

P-2C

AHU INCREASE

DEM0LISHED CHILLERS

TOTAL (KVA)

TOTAL DEMAND AMPS @480/277V, 3Ø,4-WIRE

SWITCHBOARD AMPERAGE RATING @480/277V, 3Ø, 4-WIRE

GENERATOR PLANT AMPERAGE OUTPUT @480/277V, 3Ø,4-WIRE

NO SERVICE UPGRADE WILL BEREQUIRED.

A

A

A

ELECTRICAL SERVICE CALCULATION

581.0058

181.0018

181.0018

201.0020

2551.25204

1.00-301 -301

1093837

2,405

4,000

1315

10251.25

1

E7.1

EXISTING TO REMAIN

EXISTING TO BE REMOVED

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:3

4 PM


E7.0

ONE-LINE DIAGRAM

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8



VFD

NOTES:STARTER

15

MOTOR NAME

P-1C

HPMOTOR

MCC-C

21

FLA

VOLTAGE: 480V, 3ø, 3WMAIN: 3P1200A

A.I.C.: 35K

TOTAL FLA - NEW EQUIPMENT

EXISTING FLA - EQUIPMENT TO REMAIN478177

36

691

COOLING TOWER CT-2ACT-2A 10 VFD14

CHILLER WC-3WC-3 142 (D)

(A)(B)(C)

(A)(B)(C)

MCC SCHEDULE NOTES:

(A) ETHERNET CONNECTION FOR CONTROL AND MONITORING

(B) (RED) RUNNING AND PUSH TO TEST PILOT LIGHTS

(C) HAND-OFF-AUTO SELECTOR SWITCH WITH MANUAL SPEED POTENTIOMETER

(D) INTEGRAL WITH EQUIPMENT

1.25% OF LARGEST MOTOR (CEC 430.24)

TOTAL DEMAND FLA - FINAL CONDITION

IL3IL2IL1

L3L1 L2

MOTOR CONTROL CENTER

SQUARE D POWERPACT MOTORCIRCUIT PROTECTOR WITHMICROLOGIC ELECTRONIC TRIPUNIT AND OVERLOAD RELAY.


L3L1 L2

(VFD)

L3L1 L2

VFD PROVIDED BYMECHANICAL CONTRACTORAND INSTALLED BYELECTRICAL CONTRACTOR


SQUARE D POWERPACT MOTORCIRCUIT PROTECTOR WITHMICROLOGIC ELECTRONIC TRIPUNIT AND OVERLOAD RELAY.

SQUARE D POWERPACTMOTOR CIRCUIT PROTECTORWITH MICROLOGICELECTRONIC TRIP UNIT ANDOVERLOAD RELAY.

DISCONNECT SWITCH ATMOTOR WHERE INDICATED.


(VFD)


1

2

COMBINATION STARTER PROVIDED WITH EQUIPMENT INSTALLED BY ELECTRICAL CONTRACTOR.

3

DISCONNECT SWITCH AT MOTOR WITH AUXILLIARY CONTACTS TO STOP THE DRIVE WHEN OPENED.

CONTRACTOR SHALL MODIFY EXISTING MCC SECTION OR REPLACE SECTION WITH NEW TO MATCH THE DRAWINGS INDICATED.

VFD PROVIDED BYELECTRICAL CONTRACTORAND INSTALLED BYELECTRICAL CONTRACTOR

(SEE DETAIL 2)MCC WIRING RACEWAY SIZE

TYPE 2

TYPE 2

TYPE 1

1" C. W/5#10,#12 GND

1" C. W/5#10,#12 GND

3" C. W/3#350KCMIL,#4 GND

VFDCONDENSER WATER PUMP P2-C15P-2C 21 (A)(B)(C) TYPE 2 1" C. W/5#10,#12 GND

CHILLED WATER PUMP P2-C


EXISTING FLA - EQUIPMENT TO REMAIN



NOTES:STARTERMOTOR NAMEPLATEHPMOTOR

MCC-B

FLA


A.I.C.: 35K

212

6

29

1/2 1

(SEE DETAIL 2)

TYPE 4

TYPE 4

MCC WIRING RACEWAY SIZE

1" C. W/3#12,#12 GND

MCC SCHEDULE NOTES:

(A) ETHERNET CONNECTION FOR CONTROL AND MONITORING

(B) (RED) RUNNING AND PUSH TO TEST PILOT LIGHTS

(C) HAND-OFF-AUTO SELECTOR SWITCH

(D) FVNR MAGNETIC STARTER

(E) RESET BUTTON

(F) (RED) RUNNING AND PUSH TO TEST PILOT LIGHTS

(G) 1 NO AND 1 NC AUXILIARY ELECTRICAL INTERLOCK


EXISTING FLA - EQUIPMENT TO REMAIN



P-4C

P-4D

1/2 1 DOMESTIC HOT WATER PUMP P4-C

DOMESTIC HOT WATER PUMP P4-D

(D)

(D)

(A)(B)(C) (E)(F)(G)

(A)(B)(C) (E)(F)(G)


SQUARE D POWERPACTMOTOR CIRCUITPROTECTOR WITHMICROLOGIC ELECTRONICTRIP UNIT AND OVERLOADRELAY.

1" C. W/3#12,#12 GND

3P300AT

MM

M

3P60AF

VFD VFD

CT-1A

CT-1B

P-1B

MAIN

P-2A

WC-1

FILTER

XFRM

FCU

P-1A

P-2B

WC-2

7X

3X

2X

(N)CT-2A

(N)P1-C

VFD

VFD

SPACE

SPACE

SPACE

(N) WC-3

SPACE

SPACE

3P60AF3P50AT

3P400AF3P30AT

(N) P2-C

VFD

M

3P60AF3P50AT

VFD

XFMR

P-3A

P-4C

MAIN

P-5B

MUFFIN

P-4A

P-5A

P-3B

P-3CP-4B

SPACE

P-4D

SPACE

M

3P60AF3P15AT

M

3P60AF3P15AT

MOTOR CONTROL CENTER - BOILER ROOM - MCC C - ELEVATION, DIAGRAM, SCHEDULE, AND REQUIREMENTS

MCC WIRING DETAILS

CHILLER WC-3:142A, 480V, 3 ø

P1-C:15 HP, 480V, 3 ø

COOLING TOWER CT-2A:10HP, 480V, 3 ø

1

(E) BUILDING EQUIPMENT

3

2

2

2

KEY

NEW

P2-C:15 HP, 480V, 3 ø

2

3

P4-C:1/2 HP, 480V, 3 ø

(E) BUILDING EQUIPMENTP4-D:1/2 HP, 480V, 3 ø

(E) SQ D MODEL 6 MOTOR CONTROL CENTER 'MCC-C'-1200A,480V,3ø,3W

EXISTING TO REMAIN

'MCC-B'-600A,480V,3ø,3W(E) SQ D MODEL 6 MOTOR CONTROL CENTER 1 32

C

AB

ED

GF

IH

KJ

ML

ON

QP

SR

UT

WV

X

4 5 6

MCC-C ELEVATION

MM

TYPE 1 - VFD REMOTE FROM MCC TYPE 2 - VFD INTERNAL TO MCC TYPE 3 - NO VFD

1 32

MCC-B ELEVATION

C

AB

ED

GF

IH

KJ

ML

ON

QP

SR

UT

WV

X

M

M

L1 L2 L3

TYPE 4 - STARTER INTERNAL TO MCC

1

2

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:3

5 PM


E7.1

MCC DETAILS - I

MAD

ERA

CO

UN

TY

MAD

ERA

CO

UN

TY J

AIL

HVA

CR

EPLA

CEM

ENT

09/29/17

6204A3

1419

1 R

OAD

28,

MAD

ERA,

CA

9363

8



NOTES:STARTER

AIR HANDLER AH-225

MOTOR NAME

AH-2

SF-5 15

HPMOTOR

EMCC-A

34

FLA


A.I.C.: 35K

21 SUPPLY FAN SF-8

(A)

TOTAL FLA - DEMOLISHED EQUIPMENT

FLA - EXISTING TO REMAIN EQUIPMENT80

49

TOTAL DEMAND FLA - FINAL CONDITION103


MCC SCHEDULE NOTES:

(A) INTEGRAL WITH EQUIPMENT.

RF-5 5 8 RETURN FAN RF-8

(A)

(A)

9

NOTES:STARTER

AIR HANDLER AH-125

MOTOR NAME

AH-1

HPMOTOR

EMCC-B

34

FLA


A.I.C.: 35K

(A)

43

25

61 1.25% OF LARGEST MOTOR (CEC 430.24)

MCC SCHEDULE NOTES:


9

NOTES:STARTER

RETURN FAN RF-45

MOTOR NAME

RF-4

HPMOTOR

EMCC-C

8

FLA


A.I.C.: 35K

(A)

43

20

61


MCC SCHEDULE NOTES:


9

(VFD)

L3L1 L2

VFD PROVIDED BYMECHANICAL CONTRACTORAND INSTALLED BYELECTRICAL CONTRACTOR


SIEMENS CIRCUIT BREAKERTO MATCH MOTOR CONTROLCENTER


(B) FOR WIRING, SEE DETAIL 4 THIS SHEET.



(B)

(B)

(B)

(B)

(B)

RACEWAY SIZE

3/4" C. W/3#12,#12 GND

1" C. W/3#8,#10 GND

1" C. W/3#10,#12 GND

RACEWAY SIZE

1" C. W/3#8,#10 GND

RACEWAY SIZE

SF-4 15 SUPPLY FAN RF-421 (A) (B) 1" C. W/3#10,#12 GND

3/4" C. W/3#12,#12 GND

TOTAL FLA - NEW EQUIPMENT63

34


FLA - EXISTING TO REMAIN EQUIPMENT




FLA - EXISTING TO REMAIN EQUIPMENT


TOTAL FLA - NEW EQUIPMENT29

EF-15

COMP.

EF-17

WATER

(N) SF-5

EF-16

(N) RF-5AH-5

(N) AH-2

EF-18

SPACESPACESPACE

SPACE

EF-1

EF-4

(N) AH-1

MAIN

SPACE

WATER

(N) RF-4

PUMP

SPACE

(N) SF-4

PUMP

EF-3

EF-2

SPACE

LUGS

EF-5

SPACE

MAINLUGS

EF-6

SPACE

SPACE

MOTOR CONTROL CENTER - EMCC-A - ELEVATION, DIAGRAM, SCHEDULE, AND REQUIREMENTS

MOTOR CONTROL CENTER - EMCC-B - ELEVATION, DIAGRAM, SCHEDULE, AND REQUIREMENTS

MOTOR CONTROL CENTER - EMCC-C - ELEVATION, DIAGRAM, SCHEDULE, AND REQUIREMENTS

MCC WIRING DETAILS

MCC KEY NOTES

RF-5:5 HP,480V,3 ø

M

AH-2:25 HP,480V,3 ø

M

3P70A 3P15A

VFD

(E) HVAC EQUIPMENTSF-5:15 HP,480V,3 ø

M

3P40A

VFD VFD

AH-1:25 HP, 480V, 3 ø

M

3P70A

VFD

(E) HVAC EQUIPMENT

RF-4:5 HP, 480V, 3 ø

M

3P15A

(E) HVAC EQUIPMENTSF-4:15 HP, 480V, 3 ø

M

3P40A

VFD VFD


1

2

VFD PROVIDED WITH EQUIPMENT INSTALLED BY ELECTRICAL CONTRACTOR.

CONTRACTOR SHALL INSTALL NEW CIRCUIT BREAKER INTO EXISTING MCCSECTION MODIFY AS REQUIRED OR REPLACE SECTION WITH NEW TO MATCHTHE DRAWINGS INDICATED.

1(TYP.)

1(TYP.)

1(TYP.)

2 2 2

2

2 2

KEY

NEW

KEY

NEW

KEY

NEW

(E) SIEMENS MOTOR CONTROL CENTER 'EMCC-A' - 600A,480V,3ø,4W

EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING TO REMAIN

(E) SIEMENS MOTOR CONTROL CENTER 'EMCC-B' - 600A,480V,3ø,4W

(E) SIEMENS MOTOR CONTROL CENTER 'EMCC-C' - 600A,480V,3ø,4W

1 32

EMCC-A ELEVATION

1 2

EMCC-B ELEVATION

1 2

EMCC-C ELEVATION

M

1

5

3

4

22

1

3

4

5

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:3

6 PM


E7.2

MCC DETAILS - II

MAD

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UN

TY

MAD

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CEM

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09/29/17

6204A3

1419

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EXISTING PANEL HBEVOLTS: 277/480 PHASE: 3 WIRE: 4 MOUNTING: SURFACEBUS: 225 AMPS MAIN: LUGS AIC RATING: 30,000

PHASE VA LOAD BREAKER BREAKER PHASE VA LOADCKT # LOAD A B C POLE TRIP TRIP POLE A B C LOAD CKT #

1 LIGHTS 4000 1 20 20 1 SPARE 23 LIGHTS 4000 1 20 20 1 SPARE 45 LIGHTS 4000 1 20 20 1 SPARE 67 SPARE 1 20 20 1 SPARE 89 SPARE 1 20 20 1 SPARE 1011 SPARE 1 20 20 1 SPARE 1213 SPARE 1 20 SPACE 1415 SPARE 1 20 SPACE 1617 SPARE 1 20 SPACE 1819 SPACE SPACE 2021 SPARE SPACE 2223 SPARE SPACE 2425 2200 SPACE 2627 RF-3A 2200 3 15 SPACE 2829 2200 SPACE 3031 2200 SPACE 3233 RF-3B 2200 3 15 SPACE 3435 2200 SPACE 3637 7500

60 35732

TRANSFORMER38

39 AHU-3 7500 3 60 5316 4041 7500 5780 42

SUBTOTAL 15900 15900 15900 5732 5316 5780 SUBTOTAL

PHASE A TOTAL: 21632 VAPHASE B TOTAL: 21216 VAPHASE C TOTAL: 21680 VA

TOTAL 64528 VA = 78 AMPS AT 480/277V, 3PHASE, 4 WIRE

EXISTING PANEL CP-1VOLTS: 120/208 PHASE: 3 WIRE: 4 MOUNTING: SURFACEBUS: 225 AMPS MAIN: 3P100A AIC RATING: 10,000

PHASE VA LOAD BREAKER BREAKER PHASE VA LOADCKT # LOAD A B C POLE TRIP TRIP POLE A B C LOAD CKT #

1 20 1 300 EF-9 23 SPARE 3 25 20 1 600 EF-10 45 20 1 SPARE 67 20 2 1100 LIGHT POLES 89 SPARE 3 25 1100 1011 20 2 1100 LIGHT POLES 1213 BOILER B-6 600 1 20 1100 1415 DHX-3 600 1 20 20 1 600 LIGHT 1617 DHX-4 600 1 20 20 1 100 LCP 1819 20 1 200 INTEROR VALVES 2021 FC-2 400 3 15 20 1 600 BOILER B-4 2223 400 20 1 600 BOILER B-5 2425 SPACE 400 SPACE 2627 SPACE SPACE 2829 SPACE SPACE 30

SUBTOTAL 1000 1000 1000 2700 2900 1800 SUBTOTAL

PHASE A TOTAL: 3700 VAPHASE B TOTAL: 3900 VAPHASE C TOTAL: 2800 VA

TOTAL 10400 VA = 29 AMPS AT 120/208V, 3PHASE, 4 WIRE

NOTES:

1. THE DIAGRAM IS PROVIDED FOR CONTRACTOR'S REFERENCE TO INDICATE THEEXISTING FIRE DAMPER CIRCUITING METHOD THAT IS TO BE MAINTAINED ANDEXTENDED FOR THE NEW FIRE DAMPERS INSTALLED UNDER THE PROJECT.

2. DIAGRAM IS BASED ON RECORD DRAWINGS. FIELD VERIFY THE EXISTING FIREDAMPER CIRCUITING.

3. FIRE/SMOKE DAMPER CONTROL DESCRIPTION:

A. THE FIRE ALARM CONTROL PANEL SHALL BE PROGRAMMED SUCH THATACTIVATION OF A DUCT MOUNTED SMOKE DETECTOR, MOUNTED NEXT TO AFIRE/SMOKE DAMPER, IN A PARTICULAR HVAC UNIT'S DUCT SYSTEM TO CLOSE,AND WILL CAUSE HVAC UNIT(S) ASSOCIATED WITH THAT PARTICULAR DUCTSYSTEM TO SHUT DOWN.

B. THE CONTROL RELAY SUPPLYING POWER TO THE FIRE/SMOKE DAMPER ISDEPICTED IN THE "SYSTEM NORMAL" STATE. IN THE "SYSTEM NORMAL" STATETHE COIL IS UN-ENERGIZED AND THE CONTACT IS CLOSED. UPON ALARM THECOIL SHALL BE ENERGIZED AND THE CONTACT SHALL OPEN.

C. A SEPARATE 120V CIRCUIT SHALL BE USED TO POWER THE FIRE/SMOKEDAMPERS AND DUCT DETECTORS MOUNTED NEXT TO FIRE/SMOKE DAMPERSWITHIN EACH HVAC UNIT'S DUCT SYSTEM.

(E) FIRE ALARM SYSTEM ADDRESSABLE CONTROL RELAY AND DUCT SMOKE DETECTOR FOR HVAC SYSTEM F/S DAMPER CONTROL TYPICAL

NH

TO FACP ADDRESSABLE COMMUNICATIONS LOOP

(E) 120VAC, 10A AUXILIARY CONTROL TYPICAL RELAY

C

(E) ELECTRIC RESETTABLE FUSE LINK

(E) DAMPER MOTOR

N.O.CR

DD

TO ADDITIONAL F/S DAMPERS INSTALLED UNDER THIS PROJECT

(E) 120V CKT TO F/S DAMPER

ELECTRICAL

ENGINEE R

PROFESS IONAL

REG I

STER

ED


GE R

A L D N E U F F E R

No. E14881Exp.: 06/30/19

SCALE:

JOB NO.

SHEET TITLE:

REVISIONS

SHEET

LAST

REV

ISIO

N:


0 1/2 1


DATE



PROJECT STATUS:

9/29

/201

7 4:

06:3

8 PM


E8.0

PANEL SCHEDULE

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09/29/17

6204A3

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OAD

28,

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CA

9363

8


PANEL SCHEDULES 1

PANEL SCHEDULE NOTES:

1. DARK LINES INDICATE FINAL CONDITION.2. PROVIDE NEW CIRCUIT BREAKERS REQUIRED FOR A COMPLETE INSTALLATION. NEW CIRCUIT BREAKERS SHALL MATCH PANEL TYPE.3. UPDATE PANEL SCHEDULES WITH NEW TYPED DIRECTORIES.

FIRE / SMOKE DAMPER CIRCUITING DETAIL 2


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