Engineering & Architectural Services Suite 500 … 95CD MADERA.pdfreplacement air handler system in...
Transcript of Engineering & Architectural Services Suite 500 … 95CD MADERA.pdfreplacement air handler system in...
SHEET INDEX
VICINITY MAPNTS
LOCATION MAPNTS
N
PROJECT LOCATION
PROJECT LOCATION
N
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
LUHCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
IA
Ren.: 09/30/19No.: C 35632
Z
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:4
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
G0.1
COVER SHEET
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
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.
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.
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.
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, ROOF MOUNT CHILLER, AND BOILER AND INSTALL REPLACEMENT AIR HANDLER. CONNECT AIR HANDLER TO CENTRAL PLANT. VERIFY OPERATION OF REPLACEMENT AIR HANDLER.
5. DISCONNECT TEMPORARY AIR HANDLER, REPLACE ALL DUCTWORK IN MECHANICAL ROOM AND CONNECT TO 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
HCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
IA
Ren.: 09/30/19No.: C 35632
Z
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:4
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
G1.0
PHASING SITE PLAN
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
95% CONSTRUCTIONDOCUMENTS
1" = 30'-0"1 PHASING SITE PLAN
N
No. Description Date
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
UPPER LEVEL DEMO PLAN
ROOF DEMO PLAN
UPPER LEVEL PLAN
ROOF PLAN
G2.2.41
1G4.3.4
1A2.2.4
1A4.3.4
UPPER LEVEL DEMO PLAN
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.
LUHCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
IA
Ren.: 09/30/19No.: C 35632
Z
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:4
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
G1.1
ARCHITECTURAL 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
95% CONSTRUCTIONDOCUMENTS
N
NOTE: HATCHED BUILDINGS ARE WITHIN SCOPE
1" = 30'-0"1 ARCHITECTURE SITE PLAN
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:5
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 DEMO PLAN - FIRST FLOOR - ADMIN BLDG - WEST
No. Description Date
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
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:
M2 (E) FIRE SMOKE DAMPER W/ SECURITY BARS.
DEMO LEGEND
POINT OF DISCONNECT
DEMOLISHED WORK
LUHCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:5
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
1/8" = 1'-0"1 DEMO PLAN - FIRST FLOOR - ADMIN BLDG - EAST
N
No. Description Date
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.
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.
MECHANICAL & PLUMBING DEMO KEY NOTES:
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:5
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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.
A1 STRIP WALL FLASHING AND ROOF MEMBRANE FROM FACE OF EXT WALL 8"BEYOND EACH SIDE OF TEMPORARY WALL OPENING.
ARCHITECTURAL DEMO KEY NOTES:
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.
MECHANICAL & PLUMBING DEMO KEY NOTES:
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.
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.
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.
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:5
9 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG A & B - UPPER LEVEL DEMO PLAN
No. Description Date
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.
A1 SEE DEMOLITION ROOF PLAN FOR CONSTRUCTION MATERIAL ACCES INTO THE(E) MECHANICAL ROOM.
ARCHITECTURAL DEMO KEY NOTES:
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.
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.
M1 DEMOLISH (E) AH-2 AND ASSOCIATED ACCESSORIES INCLUDING BUT NOTLIMITED TO AIR PLENUM, DUCTWORK, AIR DAMPERS, DAMPER ACTUATORS ANDPNEUMATIC CONTROL PIPES.
MECHANICAL & PLUMBING DEMO KEY NOTES:
M2 DEMOLISH (E) AH-5 AND ASSOCIATED ACCESSORIES INCLUDING BUT NOTLIMITED TO AIR PLENUM, DUCTWORK, AIR DAMPERS, DAMPER ACTUATORS ANDPNEUMATIC CONTROL PIPES.
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.
M6 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.
ARCHITECTURAL DEMO GENERAL NOTES:1. DEMOLISH ALL WORK IN SEQUENCE AS SUGGESTED ON PHASING PLAN
AND APPROVED CONSTRUCTION SCHEDULE.
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:0
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG C & D - UPPER LEVEL DEMO PLAN
No. Description Date
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.
A1 SEE DEMOLITION ROOF PLAN FOR CONSTRUCTION MATERIAL ACCES INTO THE(E) MECHANICAL ROOM.
ARCHITECTURAL DEMO KEY NOTES:
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.
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.
M1 DEMOLISH (E) AH-1 AND ASSOCIATED ACCESSORIES INCLUDING BUT NOTLIMITED TO AIR PLENUM, DUCTWORK, AIR DAMPERS, DAMPER ACTUATORS ANDPNEUMATIC CONTROL PIPES.
MECHANICAL & PLUMBING DEMO KEY NOTES:
M2 DEMOLISH (E) AH-4 AND ASSOCIATED ACCESSORIES INCLUDING BUT NOTLIMITED TO AIR PLENUM, DUCTWORK, AIR DAMPERS, DAMPER ACTUATORS ANDPNEUMATIC CONTROL PIPES.
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.
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.
ARCHITECTURAL DEMO GENERAL NOTES:1. DEMOLISH ALL WORK IN SEQUENCE AS SUGGESTED ON PHASING PLAN
AND APPROVED CONSTRUCTION SCHEDULE.
2. PROTECT EXISTING BUILT UP ROOFING MEMBRANE FROM THE WORK.
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:0
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG E TO K - UPPER LEVEL DEMO PLAN
No. Description Date
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.
A1 DEMOLISH STEEL STUD FRAMED WALL. SEE RELATED WORK IN MECHANICALAND ELECTRICAL DRAWINGS.
ARCHITECTURAL DEMO KEY NOTES:
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.
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.
M1 DEMOLISH (E) VENT AIR DUCTWORK. PREPARE ROOF OPENING FOR (N) WORK.
MECHANICAL & PLUMBING DEMO KEY NOTES:
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.
ARCHITECTURAL DEMO GENERAL NOTES:1. DEMOLISH ALL WORK IN SEQUENCE AS SUGGESTED ON PHASING PLAN
AND APPROVED CONSTRUCTION SCHEDULE.
2. PROTECT EXISTING BUILT UP ROOFING MEMBRANE FROM THE WORK.
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:0
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/4" = 1'-0"1 CENTRAL PLANT - DEMO PLAN
No. Description Date
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
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
LUHCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:0
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
1/8" = 1'-0"1 RCP DEMO PLAN - FIRST FLOOR - ADMIN BLDG - WEST
N
No. Description Date
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
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
LUHCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:0
9 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 RCP DEMO PLAN - FIRST FLOOR - ADMIN BLDG - EAST
No. Description Date
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.
ARCHITECTURAL DEMO KEY NOTES:
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.
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.
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.
M1 DEMOLISH (E) AIR COOLED CHILLER (CH-3) AND ASSOCIATED ACCESSORIESINCLUDING BUT NOT LIMITED TO PIPING, VALVES AND FITTINGS.
MECHANICAL & PLUMBING DEMO KEY NOTES:
ARCHITECTURAL DEMO GENERAL NOTES:1. DEMOLISH ALL WORK IN SEQUENCE AS SUGGESTED ON PHASING PLAN
AND APPROVED CONSTRUCTION SCHEDULE.
2. PROTECT EXISTING BUILT UP ROOFING MEMBRANE FROM THE WORK.
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:1
1 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG A & B - ROOF DEMO PLAN
No. Description Date
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.
ARCHITECTURAL DEMO KEY NOTES:
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.
A3 DEMOLISH CURB FOR MECHANICAL PIPING FLUSH TO ROOF AND PREPARE THEROOFING FOR THE WORK.
A4 REMOVE MECHANICAL PIPE SUPPORTS FROM ROOF AND PREPARE THEROOFING FOR THE WORK.
A5 CORE (E) 12" CMU AS REQUIRED FOR MECHANICAL PIPING. SEE MECHANICALDRAWINGS.
A6 CORE (E) STEEL ROOF DECK AND LIGHTWEIGHT CONCRETE TOPPING ASREQUIRED FOR MECHANICAL PIPING. COORDINATE LOCATION WITH ROOFSTRUCTURE BELOW. SEE MECHANICAL DRAWINGS.
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.
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.
M1 DEMOLISH (E) AIR COOLED CHILLER (CH-2) AND ASSOCIATED ACCESSORIESINCLUDING BUT NOT LIMITED TO PIPING, VALVES AND FITTINGS.
MECHANICAL & PLUMBING DEMO KEY NOTES:
ARCHITECTURAL DEMO GENERAL NOTES:1. DEMOLISH ALL WORK IN SEQUENCE AS SUGGESTED ON PHASING PLAN
AND APPROVED CONSTRUCTION SCHEDULE.
2. PROTECT EXISTING BUILT UP ROOFING MEMBRANE FROM THE WORK.
CH2
(E)
A4
A3
A2
M1
A6
A5
DEMO LEGEND
POINT OF DISCONNECT
DEMOLISHED WORKLU
HCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:1
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG C & D - ROOF DEMO PLAN
No. Description Date
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.
ARCHITECTURAL DEMO KEY NOTES:
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.
A4 DEMOLISH CURB FOR MECHANICAL PIPING FLUSH TO ROOF AND PREPARE THEROOFING FOR THE WORK.
A5 REMOVE METAL PANEL CANOPY FROM CHILLER AND ROOF.
A6 NOT USED.
A7 CORE (E) 12" CMU AS REQUIRED FOR MECHANICAL PIPING. SEE MECHANICALDRAWINGS.
A8 CORE (E) STEEL ROOF DECK AND LIGHTWEIGHT CONCRETE TOPPING ASREQUIRED FOR MECHANICAL PIPING. COORDINATE LOCATION WITH ROOFSTRUCTURE BELOW. SEE MECHANICAL DRAWINGS.
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.
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.
M1 DEMOLISH (E) AIR COOLED CHILLER (CH-1) AND ASSOCIATED ACCESSORIESINCLUDING BUT NOT LIMITED TO PIPING, VALVES AND FITTINGS.
MECHANICAL & PLUMBING DEMO KEY NOTES:
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.
CH1
A3
A4A1
A5M1
A8
A7
DEMO LEGEND
POINT OF DISCONNECT
DEMOLISHED WORKLU
HCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:1
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG E TO K - ROOF DEMO PLAN
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
IA
Ren.: 09/30/19No.: C 35632
Z
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:0
1 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:0
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG A & B - UPPER LEVEL PLAN
No. Description Date
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
(N) HOUSEKEEPING PAD (SHOWN SHADED), SEE
7S0.3
LUHCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:0
4 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG C & D - UPPER LEVEL PLAN
No. Description Date
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
(N) HOUSEKEEPING PAD (SHOWN SHADED), SEE
7S0.3
(N) HOUSEKEEPING PAD (SHOWN SHADED), SEE
7S0.3
LUHCSW.
RB
TAD
LEY
L ICE
NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:0
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG E TO K - UPPER LEVEL PLAN
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:0
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/4" = 1'-0"1 CENTRAL PLANT - FLOOR PLAN
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:0
8 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
1/8" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - WEST
N
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:1
1 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
1/8" = 1'-0"1 REFLECTED CEILING PLAN - FIRST FLOOR - ADMIN BLDG - EAST
N
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:1
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:1
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG A & B - ROOF PLAN
No. Description Date
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:
2 INSULATED PIPING IN ATTIC BELOW (E) METAL ROOF. SEE MECHANICAL.
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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:1
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG C & D - ROOF PLAN
No. Description Date
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 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
A R C H I T E CTSTATE OF CALIFORN
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:1
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
A4.3.4
ROOF PLAN - BLDG ETO K
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N
1/8" = 1'-0"1 BLDG E TO K - ROOF PLAN
No. Description Date
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
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A R C H I T E CTSTATE OF CALIFORN
IA
Ren.: 09/30/19No.: C 35632
Z
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:1
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
A5.0
ARCHITECTURALELEVATIONS &
SECTIONS
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95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
LUHCSW.
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A R C H I T E CTSTATE OF CALIFORN
IA
Ren.: 09/30/19No.: C 35632
Z
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:1
9 PM
C:\BIM\6204A3-MADERA OLD [email protected]
A5.1
ARCHITECTURALELEVATIONS &
SECTIONS
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95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
LUHCSW.
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NSED ARCHITECT
A R C H I T E CTSTATE OF CALIFORN
IA
Ren.: 09/30/19No.: C 35632
Z
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:2
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
A5.2
WALKWAYALTERATIONS
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95% CONSTRUCTIONDOCUMENTS
1/2" = 1'-0"1 WALKWAY PLAN
1/2" = 1'-0"2 WALKWAY DEMO PLAN N N
No. Description Date
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
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:5
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S0.1
STRUCTURALABBREVATIONS,
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
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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.
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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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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).
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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.
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UNISTRUT FRAMING
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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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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
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Exp.: 12/31/16No.: S6143
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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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:5
9 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S0.2
STRUCTURALGENERAL NOTES AND
TYPICAL DETAILS
MAD
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MAD
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AIL
HVA
CR
EPLA
CEM
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09/29/17
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1419
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28,
MAD
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CA
9363
8
95% CONSTRUCTIONDOCUMENTS
NTS1 STRUCT REINF LAP SPLICE SCHEDULE
NTS2 TYPICAL NAIL PENETRATIONS TABLE
No. Description Date
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
LSTATE OF CALIFORN
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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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
08:0
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S0.3
TYPICALSTRUCTURAL
DETAILS
MAD
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UN
TY
MAD
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CO
UN
TY J
AIL
HVA
CR
EPLA
CEM
ENT
09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
(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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Exp.: 12/31/16No.: S6143
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REGIS
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ED
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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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
08:0
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S0.4
TYPICALSTRUCTURAL
DETAILS
MAD
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CO
UN
TY
MAD
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CO
UN
TY J
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HVA
CR
EPLA
CEM
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09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
(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
(N) CONC HOUSEKEEPING PAD (SHOWN SHADED), SEE
7S0.3
5S0.3&5
S0.3&
5S0.3&
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TER
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PROFESSIONAL
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EER
S T R U C T U R A
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Exp.: 12/31/16No.: S6143
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EER
S T R U C T U R A
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Exp.: 12/31/16No.: S6143
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18
N
A&B
C&D E&K
CENTRAL PLANT
KEY PLAN
WEST EAST
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
08:0
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S2.2.5
FOUNDATION PLAN -CENTRAL PLANT &COOLING TOWER
MAD
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UN
TY
MAD
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UN
TY J
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HVA
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CEM
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6204A3
1419
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28,
MAD
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CA
9363
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95% CONSTRUCTIONDOCUMENTS
N
1/4" = 1'-0"1 FOUNDATION PLAN - CENTRAL PLANT & COOLING TOWER
No. Description Date
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
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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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
08:0
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S5.0
FOUNDATIONDETAILS
MAD
ERA
CO
UN
TY
MAD
ERA
CO
UN
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AIL
HVA
CR
EPLA
CEM
ENT
09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
(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
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
08:0
9 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S7.1
STRUCTURALDETAILS
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
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
No. Description Date
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
08:1
1 PM
C:\BIM\6204A3-MADERA OLD [email protected]
S7.2
STRUCTURALDETAILS
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
95% CONSTRUCTIONDOCUMENTS
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
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:1
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP0.1
MECHANICALABBREVIATIONS,
SYMBOLS, & NOTES
MAD
ERA
CO
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TY
MAD
ERA
CO
UN
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HVA
CR
EPLA
CEM
ENT
09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:1
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
1" = 30'-0"1 MECHANICAL SITE PLAN
N
No. Description Date
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.
2. 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.
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:2
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 ADMIN BLDG - HVAC PLAN - WEST
No. Description Date
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
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. 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.
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:2
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 ADMIN BLDG - HVAC PLAN - EAST
No. Description Date
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
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. 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.
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:2
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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.
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. 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.
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:2
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG A & B - HVAC UPPER LEVEL PLAN
1/4" = 1'-0"2 AHU-3 ZONE PLAN
N
No. Description Date
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.
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 NEW DUCTWORK AND PIPING IN THIS AREA.
7 PROVIDE (N) DDC CONTROL PANEL TO SERVE AH-2. INTERLOCK WITH (N) BMSSYSTEM. CONNECT TO BMS PANEL BCM #4.
8 REFER TO ZONE AIRFLOW SCHEDULE FOR DUCT BRANCH SIZES.
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
15 PROVIDE (N) DDC CONTROL PANEL TO SERVE AH-5. INTERLOCK WITH (N) BMSSYSTEM. CONNECT TO BMS PANEL BCM #4.
16 PROVIDE (N) DDC CONTROL PANEL TO SERVE AH-6. INTERLOCK WITH (N) BMSSYSTEM. CONNECT TO BMS PANEL BCM #4.
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. 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.
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)
TAG NO. LOCATION ZONE CFM
ZONE CONNECTION SIZE FROM AHU (WXH)
MAIN BRANCH CONNECTION SIZE (WXH)
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:2
8 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP2.2.3
MECHANICAL PLAN -UPPER LEVEL - 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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG C & D - HVAC UPPER LEVEL PLAN
1/4" = 1'-0"2 AHU-2 ZONE PLAN
N
No. Description Date
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.
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-1. INTERLOCK WITH (N) BMSSYSTEM. CONNECT TO BMS PANEL BCM #4.
8 REFER TO ZONE AIRFLOW SCHEDULE FOR DUCT BRANCH SIZES.
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
14 PROVIDE (N) DDC CONTROL PANEL TO SERVE AH-4. INTERLOCK WITH (N) BMSSYSTEM. CONNECT TO BMS PANEL BCM #4.
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.
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. 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.
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
TAG NO. LOCATION ZONE CFM
ZONE CONNECTION SIZE FROM AHU (WXH)
MAIN BRANCH CONNECTION SIZE (WXH)
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:3
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP2.2.4
MECHANICAL PLAN -UPPER LEVEL - 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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG E TO K - HVAC UPPER LEVEL PLAN
1/4" = 1'-0"2 AHU-1 ZONE PLAN
N
No. Description Date
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
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. 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.
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:3
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/4" = 1'-0"1 CENTRAL PLANT - MECHANICAL FLOOR PLAN
No. Description Date
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.
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. 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.
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:3
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 HYDRONIC PLAN - FIRST FLOOR - ADMIN BLDG - WEST
No. Description Date
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.
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. 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.
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:3
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP3.1.1B
HYDRONIC 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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 HYDRONIC PLAN - FIRST FLOOR - ADMIN BLDG - EAST
No. Description Date
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
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. 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.
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
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:3
8 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP4.3.2
MECHANICAL ROOFPLAN - 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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG A & B - HVAC UPPER LEVEL / ROOF PLAN
No. Description Date
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.
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. 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.
SEE MECHANICAL
SITE PLAN FOR CONTINUATION
SEE MECHANICAL
SITE PLAN FOR CONTINUATION
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
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:4
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP4.3.3
MECHANICAL ROOFPLAN - BLDG C & D
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N
1/8" = 1'-0"1 BLDG C & D - HVAC ROOF PLAN
No. Description Date
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.
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. 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.
SEE MECHANICAL
SITE PLAN FOR CONTINUATION
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
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:4
1 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP4.3.4
MECHANICAL ROOFPLAN - BLDG E TO K
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95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 BLDG E TO K - HVAC ROOF PLAN
No. Description Date
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
B-5 ADVANCED THERMAL HYDRONICS KN-10 CONDENSING CENTRAL PLANT 700 1205 1325 NAT. GAS 20 80 0.6 130 / 160 0.4 120 / 1 5
B-6 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
TAG MANUFACTURER MODEL TYPE LOCATION OPERATING WEIGHT (LBS)
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
TAG MANUFACTURER MODEL TYPE LOCATION OPERATING WEIGHT (LBS)
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
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:4
4 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP7.0
MECHANICALSCHEDULES
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8
95% CONSTRUCTIONDOCUMENTS
No. Description Date
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
19
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:4
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP7.1
MECHANICALDETAILS
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CA
9363
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95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
19
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:4
8 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP7.2
MECHANICALDETAILS
MAD
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HVA
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CEM
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09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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"
19
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:5
1 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP7.3
MECHANICALDETAILS
MAD
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09/29/17
6204A3
1419
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28,
MAD
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CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
19
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:5
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP7.4
MECHANICALDETAILS
MAD
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HVA
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CEM
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09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
19
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:5
4 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP8.1
CHILLED WATERSCHEMATIC DIAGRAM
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CA
9363
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95% CONSTRUCTIONDOCUMENTS
NTS1 CHILLED WATER PIPING SCHEMATIC DIAGRAM
NTS2 CONDENSER WATER PIPING SCHEMATIC DIAGRAM
No. Description Date
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
19
SCALE:
JOB NO.
SHEET TITLE:
REVISIONS
SHEET
LAST
REV
ISIO
N:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:5
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
MP8.2
BOILER SYSTEMSCHEMATIC DIAGRAM
MAD
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MAD
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HVA
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CEM
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09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
NTS1 BOILER SYSTEM SCHEMATIC DIAGRAM
No. Description Date
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
07:5
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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)
No. Description Date
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:2
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
No. Description Date
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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:2
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
No. Description Date
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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:2
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
E2.1.1B
POWER 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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 POWER PLAN - FIRST FLOOR - ADMIN BLDG - EAST
No. Description Date
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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:2
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
E2.2.1
POWER 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
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date
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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:2
7 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 POWER PLAN - UPPER LEVEL - BLDG A & B
No. Description Date
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.
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 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
(N) BMS CONTROL PANEL
(N) BMS CONTROL PANEL
(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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:2
9 PM
C:\BIM\6204A3-MADERA OLD [email protected]
E2.2.3
POWER PLAN -UPPER LEVEL - 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
95% CONSTRUCTIONDOCUMENTS
N
ELECTRICAL ROOM 204 WITH (E) SWICHBOARD 'MSB' & SWITCHBOARD 'ESB'.
1/8" = 1'-0"1 POWER PLAN - UPPER LEVEL - BLDG C & D
No. Description Date
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.
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 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
(N) BMS CONTROL PANEL
(N) BMS CONTROL PANEL
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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:3
0 PM
C:\BIM\6204A3-MADERA OLD [email protected]
E2.2.4
POWER PLAN -UPPER LEVEL - 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
95% CONSTRUCTIONDOCUMENTS
N
1/8" = 1'-0"1 POWER PLAN - UPPER LEVEL - BLDG E TO K
No. Description Date
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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:3
2 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
N
1/4" = 1'-0"1 ELECTRICAL FLOOR PLAN - CENTRAL PLANT
NTS2 TRENCH SECTION
No. Description Date
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
STA T E FOAINROFILAC
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:3
3 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
1/4" = 1'-0"1 ELECTRICAL CEILING PLAN - CENTRAL PLANT N
No. Description Date
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
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:3
4 PM
C:\BIM\6204A3-MADERA OLD [email protected]
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
95% CONSTRUCTIONDOCUMENTS
No. Description Date
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.
MOTOR CONTROL CENTER
L3L1 L2
(VFD)
L3L1 L2
VFD PROVIDED BYMECHANICAL CONTRACTORAND INSTALLED BYELECTRICAL CONTRACTOR
MOTOR CONTROL CENTER
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.
DISCONNECT SWITCH ATMOTOR WHERE INDICATED.
(VFD)
ELECTRICAL KEY NOTES:
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
TOTAL FLA - NEW EQUIPMENT
EXISTING FLA - EQUIPMENT TO REMAIN
1.25% OF LARGEST MOTOR (CEC 430.24)
TOTAL DEMAND FLA - FINAL CONDITION
NOTES:STARTERMOTOR NAMEPLATEHPMOTOR
MCC-B
FLA
VOLTAGE: 480V, 3ø, 3WMAIN: 3P100A
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
TOTAL FLA - NEW EQUIPMENT
EXISTING FLA - EQUIPMENT TO REMAIN
1.25% OF LARGEST MOTOR (CEC 430.24)
TOTAL DEMAND FLA - FINAL CONDITION
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)
MOTOR CONTROL CENTER
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
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:3
5 PM
C:\BIM\6204A3-MADERA OLD [email protected]
E7.1
MCC DETAILS - I
MAD
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MAD
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HVA
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EPLA
CEM
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09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
No. Description Date
NOTES:STARTER
AIR HANDLER AH-225
MOTOR NAME
AH-2
SF-5 15
HPMOTOR
EMCC-A
34
FLA
VOLTAGE: 480V, 3ø, 3WMAIN: 3P200A
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
1.25% OF LARGEST MOTOR (CEC 430.24)
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
VOLTAGE: 480V, 3ø, 3WMAIN: 3P200A
A.I.C.: 35K
(A)
43
25
61 1.25% OF LARGEST MOTOR (CEC 430.24)
MCC SCHEDULE NOTES:
(A) INTEGRAL WITH EQUIPMENT.
9
NOTES:STARTER
RETURN FAN RF-45
MOTOR NAME
RF-4
HPMOTOR
EMCC-C
8
FLA
VOLTAGE: 480V, 3ø, 3WMAIN: 3P100A
A.I.C.: 35K
(A)
43
20
61
1.25% OF LARGEST MOTOR (CEC 430.24)
MCC SCHEDULE NOTES:
(A) INTEGRAL WITH EQUIPMENT.
9
(VFD)
L3L1 L2
VFD PROVIDED BYMECHANICAL CONTRACTORAND INSTALLED BYELECTRICAL CONTRACTOR
MOTOR CONTROL CENTER
SIEMENS CIRCUIT BREAKERTO MATCH MOTOR CONTROLCENTER
DISCONNECT SWITCH ATMOTOR WHERE INDICATED.
(B) FOR WIRING, SEE DETAIL 4 THIS SHEET.
(B) FOR WIRING, SEE DETAIL 4 THIS SHEET.
(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
TOTAL FLA - DEMOLISHED EQUIPMENT
FLA - EXISTING TO REMAIN EQUIPMENT
TOTAL DEMAND FLA - FINAL CONDITION
TOTAL FLA - NEW EQUIPMENT
TOTAL FLA - DEMOLISHED EQUIPMENT
FLA - EXISTING TO REMAIN EQUIPMENT
TOTAL DEMAND FLA - FINAL CONDITION
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
ELECTRICAL KEY NOTES:
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
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:3
6 PM
C:\BIM\6204A3-MADERA OLD [email protected]
E7.2
MCC DETAILS - II
MAD
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CO
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MAD
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CO
UN
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HVA
CR
EPLA
CEM
ENT
09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
No. Description Date
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
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:
Engineering & Architectural Services2450 Venture Oaks WaySuite 500Sacramento, CA. 95833(916) 648-9700
0 1/2 1
NOT FOR CONSTRUCTION
DATE
BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES ACCORDINGLY
PROJECT STATUS:
9/29
/201
7 4:
06:3
8 PM
C:\BIM\6204A3-MADERA OLD [email protected]
E8.0
PANEL SCHEDULE
MAD
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TY
MAD
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CO
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HVA
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EPLA
CEM
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09/29/17
6204A3
1419
1 R
OAD
28,
MAD
ERA,
CA
9363
8
95% CONSTRUCTIONDOCUMENTS
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
No. Description Date