Agenda packet — Los Altos Hills City Council, January 20, 2022 (part 5 of 6)

AS-BUILT DRAWINGS FOR THE

CONCESSION AND BATHROOM
PURISSIMA BUILDING.

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AS-BUILT DARWINGS FOR THE

PARKS AND RECREATION OFFICE
BUILDING.

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LAH Town Hall Phase 2
Site Development Costs 636,000.00 $
Building Construction Costs 3,020,000.00 $
Subtotal Alternates 401,442.00 $
$ 4,057,442.00
$636,000.00 ,
16%
$3,020,000.00 ,
74%
$401,442.00 ,
10%
Site Development Costs
Building Construction Costs
Subtotal Alternates
Supplemental No. 1
AGENDA ITEM #5.B
Distributed 1/18/22

Page 531 of 704 ends

REGIONAL MAP

LOS ALTOS HILLS

LOCAL STREET MAP
PROJECT LOCATION26379 FREMONT RDLOS ALTOS HILLS
▲N

NOT TO SCALE

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:10:26 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

COVER SHEET
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
G0.00
DESIGN

DEVELOPMENT
DESIGN DEVELOPMENT - 02/23/2021
Los Altos Hills Town Hall Expansion
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
ClientTown of Los Altos Hills26379 Fremont RdLos Altos Hills, CA 94022Tel: 650-941-7222Fax: 650-941-3160Zach Dahl ArchitectNoll & Tam Architects729 Heinz AveBerkeley, CA 94710Tel: 510.542.2200Fax: 510.542.2201Janet Tam Cost Estimatormack51900 Powell Street Suite 470Emeryville CA 94609Tel: (510) 595-3020Cynthia Madrid CivilLea & BrazeLea Braze Engineering2495 Industrial Pkwy WHayward, CA 94545Tel: 510-887-4086Fax: 510-887-3019Peter Carlino LandscapeThomas Klope Associates5150 El Camino Real,SteB20Los Altos, CA 94022Tel: 650-691-1000Thomas Klope StructuralDaedalus Engineering12930 Saratoga Avenue,Suite B9Saratoga, CA 95070Tel: 408-517-0373Doug Robertson Mechanical / PlumbingAlter Engineering1624 Frankling Street #1300Oakland, CA 94612Tel: 510-474-0379Shannon Allison ElectricalO'Mahony & Myer Inc.4339 Redwood HighwaySuite 245San Rafael CA 94903Tel: (415) 492-0420Pieter Colenbrander # DATE DESCRIPTION

Page 532 of 704 ends

GENERAL NOTES

1. WORK SHALL MEET OR EXCEED THE MINIMUM STANDARDS OF APPLICABLE CODES AND ORDINANCES AND SHALL NOT BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THOSE CODES.

2. CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS. 3. VERIFY ALL DIMENSIONS AND INSPECT CONDITION OF IN-PLACE CONSTRUCTION BEFORE STARTING WORK. PROCEEDING WITH THE WORK SHALL CONSTITUTE ACCEPTANCE OF CONDITIONS.

4. CONTRACTOR SHALL EXAMINE THE DOCUMENTS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF WORK.

5. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO VISIT AND INSPECT THE SITE PRIOR TO CONSTRUCTION OR ORDERING ANY MATERIALS.6. ITEMS MARKED "NIC" ARE NOT IN CONTRACT. SUCH ITEMS ARE INCLUDED IN THE DOCUMENTS WHEN CONTRACTOR'S COORDINATION IS REQUIRED OR FOR CLARIFICATION OF PROJECT LIMITS.

7. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL SIMILAR CASES, UON.

8. DIMENSIONS
a. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE DRAWINGS.b. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION. c. ELEVATION MARKERS REFER TO THE TOP OF THE SLAB ON GRADE DATUM. FLOOR AND ROOF ELEVATIONS NOTED ARE TO TOP OF STRUCTURAL ASSEMBLY, UON.

WALL HEIGHT ELEVATIONS ARE TO TOP OF FRAMING, UON.
d. STUD WALLS: ALL DIMENSIONS ARE TO THE FACE OF STUD, UON.e. CEILING HEIGHT DIMENSIONS: ARE FROM FINISHED FLOOR TO FINISHED FACE OF CEILING, UON.f. OPENINGS: DOOR DIMENSIONS ARE TO THE EDGE OF DOOR PANEL, UON. LOCATE UNDIMENSIONED DOORS 4" FROM FINISHED FACE OF INTERSECTING PARTITION TO HINGE EDGE OF DOOR PANEL.
g. ALL DIMENSIONS NOTED "CLEAR” OR "CLR" INDICATE DIMENSION FROM FACE OF FINISH TO FACE OF FINISH OR OBJECT, UON AND MUST BE STRICTLY MAINTAINED. h. ALL DIMENSIONS NOTED “VERIFY” OR “VIF” ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY VARIANCE FROM THE REQUIRED DIMENSIONS MUST BE BROUGHT IMMEDIATELY TO THE ARCHITECT'S ATTENTION. i. COORDINATE WITH EQUIPMENT CONTRACTORS FOR ROUGH-IN DIMENSIONS AND TEMPLATES.

9. EXISTING BUILDING AND SITE DOCUMENTATION IS BASED ON AVAILABLE DOCUMENTATION PROVIDED BY THE OWNER AND LIMITED SITE OBSERVATION INVESTIGATIONS.

AS BUILT CONDITIONS MAY VARY. CONTRACTOR IS TO USE CAUTION IN DEMOLITION AND IS TO NOTIFY ARCHITECT IMMEDIATELY IF ANY VARIATIONS OR DISCREPANCIES ARE UNCOVERED.

10. CONTRACTOR TO MAINTAIN SAFE & COMPLIANT EGRESS FROM OCCUPIED AREAS TO THE PUBLIC WAY OR TO SAFE DISPERSAL AREAS DURING CONSTRUCTION ACTIVITIES.

11. PROTECT EXISTING CONDITIONS TO REMAIN. CONFIRM W/ ARCHITECT AND/OR OWNERS REPRESENTATIVE ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.12. PROTECT ALL (E) BUILDING & SITE INFRASTRUCTURE TO REMAIN.13. THE DRAWINGS INDICATE THE GENERAL EXTENT OF CONSTRUCTION NECESSARY FOR THE WORK BUT ARE NOT INTENDED TO BE ALL-INCLUSIVE. ALL DEMO AND NEW WORK NECESSARY FOR A COMPLETED PROJECT IN ACCORDANCE W/ THE CONTRACT DOCUMENTS SHALL BE INCLUDED REGARDLESS OF WHETHER OR NOT SHOWN IN THE CONTRACT DOCUMENTS. THE INTEGRITY AND CONTINUITY OF ALL EXISTING FIRE, THERMAL, ACOUSTIC, & WEATHER BARRIER ASSEMBLIES IS TO BE STRICTLY MAINTAINED. SELECTIVE REMOVAL, REPLACEMENT, PATCHING & REPAIR SHALL BE PROVIDED TO MAINTAIN INTEGRITY OF EXISTING ASSEMBLIES AND FINISHES TO MATCH EXISTING ADJACENT ASSEMBLIES AND FINISHES.

14. PROVIDE TEMPORARY BARRIERS FOR SAFETY, SECURITY & CLEANLINESS

PROJECT ALTERNATES

1. SCULPTURE & ASSOCIATED SITE WORK.

INCLUDES PAVERS AT LOOP, SCULPTURE FOUNDATION AND LIGHTING, SEAT WALLS AND FLEX TAPE LIGHTING.

2. SITE LIGHTING UPGRADES & INFRASTRUCTURE FOR FUTURE EV CHARGING STATIONS 3. ON-STREET ASSESSIBLE PARKING SPACE (SEPARATE PROJECT)

PROJECT SUMMARY
THE PROJECT SCOPE INCLUDES, BUT IS NOT LIMITED TO:• DEMOLITION OF AN EXISTING, DETACHED STRUCTURE AT THE SOUTH SIDE OF THE EXISTING 2005 TOWN HALL BUILDING AND REMOVAL OF (2) 48" DIA. REDWOOD TREES
• CONSTRUCTION OF A NEW 2,225 SQUARE FOOT ADDITION TO THE EXISTING TOWN HALL.• INTERIOR RENOVATION OF 750SF PORTION OF THE EXISTING TOWN HALL STAFF AREAS - CONVERT (E) COPY ROOM TO OPEN OFFICES AND CONVERT (E) INDIVIDUAL OFFICES INTO NEW COPY ROOM. • ACCESSIBILITY UPGRADES TO EXISTING RESTROOMS, RELOCATE (E) NON-COMPLIANT DRINKING FOUNTAIN. • ELECTRICAL SERVICE UPGRADE• SITEWORK AT (E) LOOP AT NORTH END OF PARKING LOT, INCLUDING REGRADING, REDUCTION IN NUMBER OF PARKING

STALLS, NEW CURBS & GUTTERS, AND RESURFACE PORTION OF ASPHALT DRIVE • DESIGN OPTION FOR PUBLIC ART INCLUDES FULL REWORK OF PAVING SURFACES AT LOOP, ADDITIONAL SITE WALLS, LIGHTING, AND SCULPTURE FOUNDATION.
• DESIGN OPTION FOR SITE LIGHTING UPGRADES AT PARKING LOT & ALONG LANDSCAPED PATHS, AND FOR INFRASTRUCTURE FOR FUTURE EV CHARGING STATIONS.

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/23/2021 11:20:14 AM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

GENERAL NOTES AND

SHEET INDEX
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
G0.01
DESIGN

DEVELOPMENT

SHEET INDEX
STRUCTURALS1.0 FOUNDATION FRAMING PLANS2.0 ROOF FRAMING PLANPLUMBINGP0.1 PLUMBING COVER SHEETP0.2 PLUMBING SCHEDULESP2.0 PLUMBING PLAN - FOUNDATIONP2.1 PLUMBING PLAN - GRAVITYP2.2 PLUMBING PLAN - PRESSUREP8.1 PLUMBING DETAILSMECHANICALM0.1 MECHANICAL COVER SHEETM0.2 MECHANICAL SCHEDULESM2.1 MECHANICAL FLOOR PLANM2.2 MECHANICAL FLOOR PLAN - REFRIGERANT ROUTINGM8.1 MECHANICAL DETAILSELECTRICALE0.01 ELECTRICAL - SYMBOLS LIST, GENERAL NOTES & LIST OF

DRAWINGS
E1.01 FULL SITE PLAN - ELECTRICALE2.41 FLOOR PLAN - LIGHTINGE3.30 FLOOR PLAN DEMO - POWER & SIGNALE3.31 FLOOR PLAN - POWER & DATAE3.32 FLOOR PLAN - FIRE ALARME4.30 ENLARGED PLAN POWERE5.01 DIAGRAMSE5.02 DIAGRAMSE5.03 DIAGRAMSE7.01 DETAILS GENERALG0.00 COVER SHEETG0.01 GENERAL NOTES AND SHEET INDEXG1.21 OCCUPANCY, EGRESS & PLUMBING PLANSCIVILC1.0 CIVIL - TITLE SHEETC1.1 OVERALL SITE PLANC2.0 GRADING & DRAINAGE PLANC2.1 GRADING & DRAINAGE PLANC2.2 GRADING & DRAINAGE PLANC2.3 GRADING & DRAINAGE PLANC3.0 DETAILSC3.1 DETAILSC4.0 GRADING SPECIFICATIONSER-1 EROSION CONTROL PLANER-2 EROSION CONTROL DETAILSLANDSCAPEL.1 LANDSCAPE SITE PLANL.2 PLANTING PLANL.3 PLANTING DETAILS ARCHITECTUREA0.01 ABBREVIATIONS / SYMBOLSA1.01 SITE PLAN - EXISTING AND NEWA1.31 DEMOLITION PLAN- 1ST FLOORA1.33 DEMOLITION PLAN- ROOFA1.41 DEMOLITION PLAN- RCPA2.01 SITE + FLOOR PLAN - KEY PLANA2.11 SLAB AND CURB PLANA2.21 LAYOUT PLANA2.31 FLOOR PLANA2.33 ROOF PLANA2.41 REFLECTED CEILING PLANA2.51 EXTERIOR - DOOR SCHEDULE AND TYPESA3.11 EXTERIOR ELEVATIONSA3.12 EXTERIOR ELEVATIONSA3.31 BUILDING SECTIONSA3.32 BUILDING SECTIONSA4.21 ENLARGED PLANS AND INTERIOR ELEVATIONS- NEW

RESTROOM
A4.22 ENLARGED PLANS AND INTERIOR ELEVATIONS- EXISTING

RESTROOMS
A5.11 INTERIOR ELEVATIONSA5.12 INTERIOR ELEVATIONSA5.13 INTERIOR ELEVATIONSA5.14 INTERIOR ELEVATIONSA6.10 EXTERIOR ASSEMBLIESA9.11 FINISH PLAN & SCHEDULEA9.41 FURNITURE PLAN- REF ONLY # DATE DESCRIPTION

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20'
12' 10'
18'
10'
22'
0 0
61' 0 0
20'
00 20' 0 0
22'
0 0
47' 0
0 17'
0 0
13' 0 0
13' 0 0
SFOLF
12 OCC
1,787
B 150
(E) WORK AREA
SFOLF
7 OCC
1,043
B 150
LOBBY
SFOLF
23 OCC
334
A-2 15

BREAKROOM
SFOLF
252 OCC
1,757
A-3 7

COUNCIL CHAMBERS
SFOLF
30 OCC
440
A-2 15
CONF.

SFOLF
33 OCC
483
A-2 15
CONF.

AREA TO BE ENCLOSED AS PART

OF SEPARATE PROJECT
SFOLF
23 OCC
342
A-2 15
CONF.

SFOLF
26 OCC
384
A-2 15

CONFERENCE
SFOLF
3 OCC
314
B 150OFFICES
SFOLF
3 OCC
368
B 150
RECEP./VEST. SF
OLF
1 OCC
100
B 150
OFFICE
SFOLF
3 OCC
419
B 150

STAFF OFFICES
SFOLF
15 OCC
215
A-2 15
CONF.
13 13
3 11
11 16
1 3
32 1212
15 26
24 24
34 71
31 71 71
SF 70OLF
1 OCC
62 S 300

STORAGE
1 SFOLF
1 OCC
95 S 300

MECHANICAL
SFOLF
1 OCC
98 B 150
STAFF
SFOLF
6 OCC
868
B 150
(E) OFFICES
SFOLF
2 OCC
216
B 150
COPY 3
SFOLF
1 OCC
151
S 300

STORAGE
1 1
SFOLF
3 OCC
361
B 150
CIRC.
2 PARKING LOT

FREMONT RD - PUBLIC RIGHT OF WAY
SFOLF
1 OCC
91 B 150
KITCH.

SFOLF
1 OCC
150
S 300
STOR
SFOLF
1 OCC
148
S 300
MECH
1 1
1 RESTROOMS EXCLUDED FROM CALCS

OCCUPANCY TYPE
A-2A-3
BS
1 BUSINESS AREA (100 - 150 SF/OCC)
ASSEMBLY, UNCONCENTRATED (15 SF/OCC)
ACCESSORY STORAGE / MECH (300 SF/OCC)ASSEMBLY, CONCENTRATED (7 SF/OCC) SFOLF
1 OCC
139
S 300

STORAGE

ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A CONTINUOUS, BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX SLOPE, OR VERTICAL CHANGES NOT EXCEEDING 1/4" MAX AND AT LEAST 44" WIDE PER CBC SECTION 11B-403.5.1. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 1:48 AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 1:20 UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC.

ALL PATHS OF TRAVEL SHALL BE ACCESSIBLE.

SYMBOL LEGEND
SFOLF
20 OCC
A-3
4,000
200

ASSEMBLY- UNCONCENTRATED
OCCUPANCY GROUP PER CBC, SECTION 302OCCUPANCY TYPE DESCRIPTIONTOTAL ROOM AREA IN SQUARE FEETTOTAL OCCUPANT LOAD OCCUPANT LOAD FACTOR PER CBC TABLE 1004.5COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1EXIT ACCESS TRAVEL DISTANCE PER CBC TABLE 1017.22- HOUR RATED ENCLOSURE1- HOUR RATED ENCLOSURE

ACCESSIBLE PATH
4 EXIT OR EXIT ACCESS, W/ OCCUPANT COUNTNUMBER OF OCCUPANTS EXITING A SPACE 32 SFOLF
13OCC
379
A 30

CONFERENCE
SFOLF
11OCC
2077
B 200
(E) STAFF OFFICES
SFOLF
59OCC
1753
A 30

COUNCIL CHAMBERS
SFOLF
13OCC
390
A 30

CONFERENCE
SFOLF
14OCC
416
A 30

CONFERENCE
LEGEND
ABNA
SFOLF
8OCC
1452
B 200

NEW STAFF AREAS
SFOLF
8OCC
215
A 30

CONFERENCE

EXCLUDED FROM CALCS

EXCLUDED FROM CALCS
SFOLF
6OCC
1071
B 200
LOBBY
SFOLF
15OCC
437
A 30

CONFERENCE

EXCLUDED FROM CALCS
SFOLF
5OCC
966
B 200
(E) OFFICES

TOTAL PROJECT FIXTURE COUNTS

FIXTURE TYPE REQUIRED PROVIDED

WC - MALEWC - FEMALEWC - UNISEXURINALSLAV - MALELAV - FEMALELAV - UNISEXDRINKING FOUNTAINS 14 N/A
111
N/A
1 14312232

COMMENTS
2 (E) RESTROOMS TO BE UPGRADED AS PART OF SEPARATE PROJECT2 (E) RESTROOMS TO BE UPGRADED AS PART OF SEPARATE PROJECT2 (E) DRINKING FOUNTAINS TO BE REPLACED/RELOCATED BASED ON 2019 CPC

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:10:36 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

OCCUPANCY, EGRESS
& PLUMBING PLANS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
G1.21
DESIGN

DEVELOPMENT
G1.21 1/16" = 1'-0"
1 OCCUPANCY AND EGRESS

AREA SCHEDULE - OCCUPANT LOAD

OCCUPANCY GROUP DESCRIPTION
OCC

GROUP AREA

OCC LOAD
FACTOR
TOTAL
OCC.

ASSEMBLY- UNCONCENTRATED A-2 2199 SF 15 SF 150ASSEMBLY- CONCENTRATED A-3 1757 SF 7 SF 252 BUSINESS B 5666 SF 150 SF 42
ACCESSORY - STORAGE AND MECHANICAL S 746 SF 300 SF 6
10367 SF 450
# DATE DESCRIPTION

AREA SCHEDULE - PLUMBING CALCULATIONS
Occupant
Group Occupant Group Description Area
Plumbing
Occupant Load
Factor
Total
Occupants
A ASSEMBLY- UNCONCENTRATED 3590 30 122B BUSINESS 5565 200 30NA SUPPLEMENTAL - CIRCULATION,

STORAGE, WC & MECH
1338 0
Grand total 10493 152
G1.21 1/16" = 1'-0"
2 01 - PLUMBING AREA PLAN

PLUMBING

OCCUPANCY & EGRESS

Page 534 of 704 ends

NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]

CUBIC YARDS WITHIN BUILDING

FOOTPRINT

OUTSIDE

BUILDING

FOOTPRINT

TOTAL CUBIC
YARDS
CUT 110
FILL 20
EXPORT 90

Page 535 of 704 ends

±
±
±
“ ”
’
’
”
‘ ’ ’
’
’
’
–
“
” “
”

23. ‘ ’
”
NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]

REQUIRED DRAINAGE INSPECTIONS

OF CONSTRUCTION TO SET UP A PRE-CONSTRUCTION
MEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OF
ANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVERED
UNTIL AN INSPECTION OCCURS.

POINT OF CONTACT:

PETER CARLINO
LEA & BRAZE ENGINEERING, INC.
(510)887-4086 [email protected]

Page 536 of 704 ends

REQUIRED DRAINAGE INSPECTIONS

THE TOWN OF LOS ALTOS HILLS REQUIRES LEA & BRAZE
ENGINEERING, INC. TO INSPECT ALL STORM DRAINAGE AS ITIS INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT LEA & BRAZE ENGINEERING, INC. PRIOR TO STARTOF CONSTRUCTION TO SET UP A PRE-CONSTRUCTION MEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OF
ANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVERED
UNTIL AN INSPECTION OCCURS.

POINT OF CONTACT:PETER CARLINOLEA & BRAZE ENGINEERING, INC. (510)887-4086 [email protected] ” ” “ ” NOTE: FOR CONSTRUCTION STAKING SCHEDULING OR QUOTATIONS PLEASE CONTACT ALEX ABAYA AT LEA & BRAZE ENGINEERING (510)887-4086 EXT 116. [email protected]

Page 537 of 704 ends

NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]

REQUIRED DRAINAGE INSPECTIONS

OF CONSTRUCTION TO SET UP A PRE-CONSTRUCTION
MEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OF
ANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVERED
UNTIL AN INSPECTION OCCURS.

POINT OF CONTACT:

PETER CARLINO
LEA & BRAZE ENGINEERING, INC.
(510)887-4086 [email protected]
”
”
“ ”

Page 538 of 704 ends

NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]

REQUIRED DRAINAGE INSPECTIONS

OF CONSTRUCTION TO SET UP A PRE-CONSTRUCTION
MEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OF
ANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVERED
UNTIL AN INSPECTION OCCURS.

POINT OF CONTACT:

PETER CARLINO
LEA & BRAZE ENGINEERING, INC.
(510)887-4086 [email protected]
”
”
“ ”

Page 539 of 704 ends

REQUIRED DRAINAGE INSPECTIONS

OF CONSTRUCTION TO SET UP A PRE-CONSTRUCTION
MEETING, AND TO CALL AT LEAST 48 HOURS IN ADVANCE OF
ANY INSPECTIONS. PIPES ARE TO REMAIN UNCOVERED
UNTIL AN INSPECTION OCCURS.

POINT OF CONTACT:

PETER CARLINO
LEA & BRAZE ENGINEERING, INC.
(510)887-4086 [email protected]
NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]
”
”
“ ”

Page 540 of 704 ends

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1/8" = 1'-0"
0' 4' 8' 16'

LANDSCAPE

SITE PLAN
5 1 5 0 E L C A M I N O R E A L
B U I L D I N G B, S U I T E 2 0
L O S A L T O S, C A 9 4 0 2 2
T : 6 5 0 . 6 9 1 . 1 0 0 0
F : 6 5 0 . 6 9 1 . 1 0 1 4
w w w . k l o p e . c o m
C A L I F O R N I A R L A # 2 3 3 7

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE
SEAL

APPROVALS
DRAFT! NOT FOR

CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
26379 Fremont Rd,
Los Altos Hills, CA 94022
22014
02/25/2021
# DATE DESCRIPTION
SCALE:

Page 546 of 704 ends

1/8" = 1'-0"
0' 4' 8' 16'

PLANTING PLAN
5 1 5 0 E L C A M I N O R E A L
B U I L D I N G B, S U I T E 2 0
L O S A L T O S, C A 9 4 0 2 2
T : 6 5 0 . 6 9 1 . 1 0 0 0
F : 6 5 0 . 6 9 1 . 1 0 1 4
w w w . k l o p e . c o m
C A L I F O R N I A R L A # 2 3 3 7

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE
SEAL

APPROVALS
DRAFT! NOT FOR

CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
26379 Fremont Rd,
Los Altos Hills, CA 94022
22014
02/25/2021
# DATE DESCRIPTION
SCALE:

PLANT LIST

Page 547 of 704 ends

PLAN

SECTION

PLAN VIEW

PLANTING

DETAILS
PLANTING AREAS ROTOTILL INTO TOP 8 INCHES OF SOIL, 4 CUBIC YARDS OF FINE REDWOOD AMENDMENT AND 4 CUBIC YARDS OF
DIESTEL STRUCTURAL COMPOST PER 1,000 SQUARE FEET
OF AREA.

TREE AND SHRUBS
PLANTING HOLES BACKFILL MIX FOR PLANTING HOLES:
60% TOPSOIL
20% FINE REDWOOD AMENDMENT STABILIZED W/NITROGEN
(LYNGSO GARDEN MATERIALS)
20% DIESTEL STRUCTURAL COMPOST(LYNGSO GARDEN

MATERIALS)
FERTILIZER TABLETS 21 GRAM, 20-10-5 (N-P-K) WITH CALCIUM, SULPHUR AND

IRON PER MANUFACTURER'S
RECOMMENDATIONS AT THE FOLLOWING RATES:
1 GALLON 2 TABLETS
5 GALLON 2 TABLETS
15 GALLON 6 TABLETS
24" BOX 10 TABLETS

SOIL CONDITIONING SPECIFICATIONS

1. CONTRACTOR TO PROVIDE RECEIPTS FOR SOIL AMENDMENT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING.

2. CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

3. PROVIDE 3 INCH DEEP "MINI" BARK MULCH OVER ALL NEW SHRUB AND GROUNDCOVER AREAS.

4. REFER TO THIS SHEET FOR PLANTING AND STAKING REQUIREMENTS.

5. ALL SHRUBS TO BE SET 1/2 THE DIMENSION OF THE SPACING FROM ADJACENT WALKS, CURBS, AND WALLS UNLESS OTHERWISE SHOWN.

6. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONSTRUCTION.

7. FINISH GRADING OF LANDSCAPE AREAS SHALL BE SMOOTH AND FLOWING.

8. SET PLANT CROWNS SLIGHTLY HIGHER THAN EXISTING GRADE TO ENSURE POSITIVE DRAINAGE.

9. REMOVE ALL EXTRANEOUS MATERIAL FROM PLANTING AREA.

10. PRECAUTIONS SHALL BE TAKEN SO AS NOT TO DAMAGE EXISTING PAVING.

11. THOROUGHLY MIX ALL SOIL AMENDMENTS PRIOR TO PLANT PLACEMENT.

12. CONTRACTOR SHALL SUPPLY PLANTS OF SIZE SPECIFIED. IF CONTRACTOR IS UNABLE TO

LOCATE PLANT MATERIAL TYPE OR SIZE, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT.

13. FINAL LOCATIONS OF TREES SHALL BE APPROVED BY THE OWNER PRIOR TO PLANTING.

14. AT PROJECT FINAL 1) CONTRACTOR SHALL PROVIDE COPIES OF ALL PLANT ORDERS TO LANDSCAPE ARCHITECT TO DOCUMENT ACTUAL VARIETIES DELIVERED, AND 2)

CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER.

GENERAL PLANTING NOTES
Trees Size Width Depth
24" box 4'-0" square As Detailed
Shrubs Size Width Depth
1 gal 18" round As Detailed
5 gal 24" round As Detailed
15 gal 36" round As Detailed

1. PROJECT USES EXISTING IRRIGATION VALVES #1 AND #3

2. ALL IRRIGATION SHALL BE DRIP AND DESIGNED FOR 50 GPM AND OPERATING PRESSURE OF 120 P.S.I.

3. THE CONTRACTOR SHALL INSTALL THE IRRIGATION SYSTEM BASED ON THE PLANTING PLAN AND THE FOLLOWING NOTES AND SPECIFICATIONS.

4. ALL IRRIGATION COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODES.

5. THE CONTRACTOR SHALL NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACK FLOW PREVENTION DEVICE.

6. THE CONTRACTOR SHALL VERIFY ADEQUATE WATER PRESSURE PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT IF MEASURED PRESSURE IS MORE THAN 85 P.S.I. OR LESS THAN 50 P.S.I.

7. PRIOR TO TRENCHING, CONTACT USA NORTH 811 ONLINE AT WWW.USANORTH811.ORG.

8. WHERE IT IS NECESSARY TO EXCAVATE AROUND (E) TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREE AND TREE ROOTS. IN AREAS WHERE 2 INCHES AND LARGER ROOTS OCCUR, EXCAVATION SHALL BE DONE BY HAND. ROOTS 2

INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN A PLASTIC BAG AND SECURED WITH A RUBBER BAND. TRENCHES ADJACENT TO TREES SHOULD BE CLOSED WITHIN TWENTY FOUR (24) HOURS; WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS.

9. THE ELECTRICAL CONTRACTOR SHALL SUPPLY 12O VOLT SERVICE TO THE CONTROLLER

LOCATION AND THE LANDSCAPE CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE STUB-OUT TO THE CONTROLLER. IRRIGATION CONTROL WIRE SHALL BE #14 U.L. APPROVED FOR DIRECT BURIAL. THE COMMON WIRE SHALL BE #12.

10. ALL IRRIGATION VALVE BOXES SHALL BE BLACK PLASTIC WITH NON-HINGED COVERS.

INSTALL VALVE BOXES IN SHRUB AREAS AND A MINIMUM OF 12 INCHES FROM AND PERPENDICULAR TO WALK, CURB, ETC. OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, ETC., AND EACH BOX SHALL BE A MINIMUM OF 12 INCHES APART. SHORT SIDE OF VALVE BOX SHALL BE PARALLEL TO WALK, CURB, ETC.

11. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 36 INCH COIL OF ACCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES.

12. ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE. INSTALL CHECK

VALVES IN AREAS OF VARIABLE PRESSURE AND/OR STEEP SLOPES TO PREVENT LOW HEAD DRAINAGE.

13. THE CONTRACTOR SHALL FLUSH ALL IRRIGATION LINES AND ADJUST ALL SPRINKLER

HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS AND BUILDINGS.

14. INSTALL TREE BUBBLERS ON UPHILL SIDE OF TRUNK AND ADJUST FOR DEEP ROOT WATERING.

15. THE CONTRACTOR SHALL PROVIDE OWNER WITH A COMPLETE AS-BUILT DRAWING OF THE IRRIGATION SYSTEM PRIOR TO RECEIPT OF FINAL PAYMENT.

GENERAL IRRIGATION NOTES
5 1 5 0 E L C A M I N O R E A L
B U I L D I N G B, S U I T E 2 0
L O S A L T O S, C A 9 4 0 2 2
T : 6 5 0 . 6 9 1 . 1 0 0 0
F : 6 5 0 . 6 9 1 . 1 0 1 4
w w w . k l o p e . c o m
C A L I F O R N I A R L A # 2 3 3 7

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE
SEAL

APPROVALS
DRAFT! NOT FOR

CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
26379 Fremont Rd,
Los Altos Hills, CA 94022
22014
02/25/2021
# DATE DESCRIPTION
SCALE:

Page 548 of 704 ends

SYMBOLS LEGEND
1t EQUIPMENT TAG
1 ROOM TAGPARTITION TAGKEY NOTE TAGROOM NAME

AREA CONSIDERED

REVISION NUMBERREVISION MARK

DOOR NUMBERDOOR TAG

ROOM NUMBER

INTERIOR ELEVATION

SHEET NUMBER

WORK POINT (PLAN)ELEVATION NUMBER

DIRECTION/VIEW SHOWNSHEET NUMBERDIRECTION OF DETAIL

DETAIL MARK GRID LINES

PARTITION TYPE IDINSULATION TYPEFRAMING SIZE CODE
A
4 T

ROOM NAME
04-101
001A

DIRECTION OF SHEET NORTH

NORTH ARROW
W
000
H D
- NUMBER (WOOD INSTITUTE # OR OTHER)

CASEWORK TAGMATERIAL / FINISHDEPTHHEIGHTWIDTH
A5.00
NAME

ELEVATION

DATUM LEVEL
▲
N

DIRECTION OF TRUE NORTH

SHEET NUMBERDIRECTION OF DETAIL

SECTION MARK
1 A10.00
- _________
AB

A GLAZING TYPE MARK
GLAZING TAG _______
-
1 A10.00

FRAMING SIZE
6: 6"4: 4"
3: 3 5/8"2: 1 5/8" --: Match (E)
09-12
1 2

EXISTINGNEW

DETAIL DESIGNATION

PROPERTY LINE

SHEET NUMBER

DIRECTION OF DETAIL

EXTERIOR ELEVATION

DETAIL DESIGNATION
CURB TAGTYPE IDENTIFICATION C1
1 1 1
1 1
A10.00

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:32 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

ABBREVIATIONS /

SYMBOLS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A0.01
DESIGN

DEVELOPMENT

ABBREVIATIONS

TO TOP OFTOC TOP OF CONCRETE/CURBTOP TOP OF PAVINGTOS TOP OF STEELTOW TOP OF WALLTS TUBE STEELTYP TYPICALUON UNLESS OTHERWISE NOTEDUR URINALVCT VINYL COMPOSITION TILEVENT VENTILATIONVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDW WEST / WIDTH / WIDEW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWH WATER HEATERWIN WINDOWWO WHERE OCCURSWP WORK POINTWR WATER RESISTANTWT WEIGHT

SH SINGLE HUNGSHT SHEETSHTG SHEATHINGSIM SIMILARSLD SEE LANDSCAPE DRAWINGSSMD SEE MECHANICAL DRAWINGSSOG SLAB ON GRADESP SPACESPA SANDWICH PANEL ASSEMBLYSPD SEE PLUMBING DRAWINGSSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSSSGD SEE SIGNAGE DRAWINGSSSK SERVICE SINKSSTL STAINLESS STEELSTD STANDARDSTED SEE TELECOM DRAWINGSSTL STEELSTOR STORAGESTRUC STRUCTURALSUSP SUSPENDEDSYS SYSTEMT TREADT&G TONGUE & GROOVETBD TO BE DETERMINEDTEL TELEPHONETEMP TEMPEREDTHK THICK/THICKNESSTHRESH THRESHOLDTJI TRUSS JOIST

PT POINT/PRESSURE TREATEDPTD PAINTEDPVC POLYVINYLCHLORIDEQTY QUANTITYR RISERRAD RADIUSRD ROOF DRAINREF REFERENCEREFR REFRIGERATORREG REGISTERREINF REINFORCE/REINFORCINGREQD REQUIREDREQT REQUIREMENTSRES RESILIENTREV REVISIONRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERS SOUTHSASF SELF ADHERING SHEET

FLASHING

SASM SELF ADHERING SHEET

MEMBRANE

SC SOLID CORESCD SEE CIVIL DRAWINGSSCHED SCHEDULESE STRUCTURAL ENGINEERSEC SECTIONSED SEE ELECTRICAL DRAWINGSSF SUPPLY FANSFRM SPRAY-APPLIED FIRE

RESISTIVE MATERIAL

MTD MOUNTEDMTL METALMUL MULLIONN NORTHNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOA OVERALLOC ON CENTEROCC OCCUPANTOD OUTSIDE DIAMETER/OVERFLOW DRAIN

OF OUTSIDE FACEOFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFD OVERFLOW DRAINOFF OFFICEOP OPERABLEOPNG OPENINGOPP OPPOSITEOPP HD OPPOSITE HANDPA PUBLIC ADDRESSPARTN PARTITIONPCP PORTLAND CEMENT PLASTERPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTICPLY PLYWOODPR PAIRPROJ PROJECT/PROJECTOR

HM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING VENTILATION & AIR

CONDITIONING

ID INSIDE DIAMETERIF INSIDE FACEINC INCANDESCENTINCL INCLUDE/INCLUDINGINSUL INSULATIONINT INTERIORJAN JANITORJBOX JUNCTION BOXJST JOISTJT JOINTLAM LAMINATELAV LAVATORYLB LAG BOLTLF LINEAR FEETLKR LOCKERLT LIGHTMAS MASONRYMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMET METALMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUS

FOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFR FIRE RESISTANT/FIRE

RETARDANT

FRP FIBERGLASS REINFORCED
PANEL

FRT FIRE RETARDANT TREATEDFSP FIBERGLASS SANDWICH PANELFT FOOT/FEETFTG FOOTINGFURN FURNITUREFX FIXEDGA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGFI GROUND FAULT INTERRUPTGI GALVANIZED IRONGL GLASS/GLAZINGGLAM GLUE LAMINATEDGR GRADEGSM GALVANIZED SHEET METALGWB GYPSUM WALL BOARDGYP GYPSUMH HIGH / HEIGHTHB HOSE BIBHC HOLLOW COREHD HEADHDR HEADERHDW HARDWAREHDWD HARDWOOD

DN DOWNDR DOORDS DOWNSPOUTDTL DETAILDWG DRAWINGDWR DRAWERE EASTEA EACHEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATION/ELEVATORENLG ENLARGEDEOS EDGE OF SLABEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXH EXHAUSTEXP EXPANSIONEXT EXTERIORFA FIRE ALARMFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISHFIN FLR FINISH FLOORFIXT FIXTUREFLR FLOORFLRG FLOORINGFLUOR FLUORESCENT

CEM CEMENT/CEMENTITIOUSCER CERAMICCFMF COLD FORMED METAL FRAMINGCI CAST IRONCJ CONTROL JOINTCLG CEILINGCLKG CAULKINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCSMT CASEMENTCTR CENTERCTSK COUNTERSINKD DEPTHDBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDF DOUGLAS FIR/DRINKING

FOUNTAIN

DH DOUBLE HUNGDIA DIAMETERDIM DIMENSIONDISP DISPOSAL
& AND(E) EXISTING(N) NEW@ AT

AB ANCHOR BOLTAC ASPHALTIC CONCRETEACC ACCESSACOUS ACOUSTICALACT ACOUSTIC CEIILING TILEAD AREA DRAINADDL ADDITIONALADJ ADJACENT/ADJUSTABLEAESS ARCHITECTURAL EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOORAGG AGGREGATEALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEAV AUDIO VISUAL

BD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBO BOTTOM OFBOT BOTTOMBUR BUILT UP ROOFCAB CABINETCB CARRIAGE BOLTCE CIVIL ENGINEER # DATE DESCRIPTION

Page 549 of 704 ends

▲N

PRIMARY AREA OF WORK

HERITAGE HOUSE
GEN. ENC.
(E) PV UMBRELLA ARRAYS

FREMONT ROAD

PURISSIMA HILLS WATER DISTRICT
▲N
EV EV
VAN
ALT 3B:

NEW ACCESSIBLE PARKING SPACE + UPGRADED POT
SITE LIGHTING SEE E1.01
SITE LIGHTING UPGRADES SEE E1.01

FREMONT ROAD

PURISSIMA HILLS WATER DISTRICT

STUB FOR FUTURE EVCS

EXISTING DUAL-PORT EVCS

UTILITIES - VIF, COORDINATE DEPTHS
ALT 3A:

NEW ACCESSIBLE PARKING SPACE - FULL REWORK OF LOOP - SCULPTURE FOUNDATION + LIGHTING, - CONC SEAT WALLS W/ FLEXTAPE LIGHTING ALT 2: SITE LIGHTING & EVCS UPGRADES
ALT 1: SCUPLTURE +

SITE UPGRADES

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:34 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

SITE PLAN - EXISTING

AND NEW
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A1.01
DESIGN

DEVELOPMENT
A1.01 1" = 30'-0"
1 SITE PLAN (EXISTING)
# DATE DESCRIPTION
A1.01 1" = 30'-0"
2 SITE PLAN (NEW)

Page 550 of 704 ends

1 2 3 4 10 11 12
13 A
F
G
Z Y X
BB
CC
INTERIOR FINISHES & FURNISHINGS, N.I.C.

INTERIOR FINISHES & FURNISHINGS, N.I.C.

NEW INTERIOR PARTITIONS & FINISHES
DEMO OPENING IN (E) 2H ENCLOSURE

SEE CIVIL AND LANDSCAPE FOR EXTENT OF SITE DEMOLITION

DEMO EXTERIOR WALL CLADDING, DOWN TO SHEATHING

WINDOW TO REMAIN, PROTECT IN PLACE
DEMO (1) WINDOW, INFILL WITH WALL ASSEMBLY TO MATCH EXISTING (E) TREE TO BE RELOCATED

DEMO EXISTING CURBS, SIDEWALKS, RAMPS

EXISTING BUILDING TO BE DEMOLISHED

SOFFIT OVERHEAD TO BE REMOVED
A-02
A-02
A-01
N.I.C.

DEMO EXISTING PARTITIONS
A-01
A-03
A-03
ALT 1 - SEE G1.01, SLD, SCD
(E) PARTITION TO REMAIN(E) PARTITION TO REMAIN, OUTSIDE AREA OF WORK(E) PARTITION TO BE REMOVED

AREA NOT IN SCOPE OF WORK, PROTECT IN PLACE
LEGEND

SMD, SED, SPD FOR ADDITIONAL LEGEND INFORMATION
GENERAL NOTES1. ALL WORK NOT NOTED AS DEMOLISHED TO REMAIN, PROTECT IN PLACE.

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:36 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion
DEMOLITION PLAN- 1ST
FLOOR
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A1.31
DESIGN

DEVELOPMENT
A1.31 1/8" = 1'-0"
1 00 - FLOOR PLAN (DEMO)
# DATE DESCRIPTION1 Date 1 Revision 1

KEYNOTE LEGEND
Key
Value Keynote Text
A-01 RELOCATE TOILET TO CODE REQD 18" FROM ADJACENT WALLA-02 REMOVE EXISTING NON-COMPLIANT DRINKING FOUNTAINA-03 ADA UPGRADES TO EXISTING NON-COMPLIANT RESTROOMS.

REWORK TO INCLUDE FIXTURE RELOCATION, TILE WORK, MISC.VERIFY IN FIELD FULL EXTENT OF UPGRADES.

Page 551 of 704 ends

1 2 3 4 10 11 12
13 A
F
G
Z Y X
BB
CC
(E) STRUCTURAL WALL BELOW TO REMAIN

EXISTING TO BE DEMOLISHED

REMOVE EAVES & ROOFING DOWN TO STRUCTURAL DECK
DEMO EAVES BACK TO GL2 (ABATEMENT REQD?)
METAL ROOF ASSEMBLY SEE -/A7.01BUILT UP ROOF ASSEMBLY SEE -/A7.01BUILT UP ROOF WITH CONC ASSEMBLY SEE -/A7.01MTL PANEL GUTTER SEE -/A7.45

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:39 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion
DEMOLITION PLANROOF
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A1.33
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A1.33 1/8" = 1'-0"
1 03 - ROOF PLAN (DEMO)

KEYNOTE LEGEND
Key
Value Keynote Text

Page 552 of 704 ends

1 2 3 4 10 11 12
13 A
F
G
Z Y X
BB
CC
▲N

ACT GRID TO REMAIN, ADJUST AS

REQUIRED FOR NEW LIGHT FIXTURES

EXISTING BUILDING TO BE DEMOLISHED
(E) STRUCTURAL WALL BELOW TO REMAIN
DEMO EAVES BACK TO GL2

REWORK AT (E) FIRE-SAFE STORAGE ROOM AS REQD FOR NEW WALL CONFIGURATION (E) PARTITION TO REMAIN, WITHIN AREA OF WORK(E) PARTITION TO REMAIN, OUTSIDE AREA OF WORK(E) 24"x48" SUSPENDED GRID CEILING TO REMAIN(E) GYP BD CEILING TO REMAIN LEGEND

SMD, SED, SPD FOR ADDITIONAL LEGEND INFORMATION
(E) PARTITION TO BE REMOVED(E) 24"x48" CEILING PANELS TO BE REMOVED,SUPPORT GRID TO REMAIN, UON(E) GYP BD CEILING TO BE REMOVED(E) WOOD SLAT SOFFIT TO BE REMOVED GENERAL NOTES1. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION.2. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION4. WHERE OWSJ PENETRATES GWB - CUT GWB TIGHT TO JOISTS.

MUD, TAPE & SEAL, PAINT TO MATCH ADJACENT WALL

5. PAINT ALL EXPOSED OWSJ, METAL ROOF DECK, STRUCTURAL

STEEL AND FRAMING, PIPES, DUCTS, CONDUIT AND ALL OTHER EXPOSED ITEMS TYP

6. ACOUSTIC TILE SHALL BE CENTERED IN ROOM UON7. ALL GYP BD CEILINGS ARE SUSPENDED UON

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:40 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

DEMOLITION PLAN- RCP
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A1.41
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A1.41 1/8" = 1'-0"
1 01 - CEILING PLAN (DEMO)

KEYNOTE LEGEND
Key
Value Keynote Text

Page 553 of 704 ends

1 2 3 4 10 11 12
13 14 15
A
F _______ 1 Z Y X A2.31 BBCC _______ 1A4.22 _______ 1A4.21 _______ 2A4.22 WORK IN THIS AREA TO BE PART OF SEPARATE PROJECT. SEE PHASE 1 DOCUMENTS PROVIDED BY OWNER A-05

EXISTING PUBLIC ART, PROTECT IN PLACE
ALT 1 - SEE G1.01, SLD, SCD
26-07
32-03
32-04
32-05
32-05
27-01
08-15
26-03
26-03
1 D3.1
2 D3.1
3 D3.1

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:42 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion
SITE + FLOOR PLAN -

KEY PLAN
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A2.01
DESIGN

DEVELOPMENT
A2.01 1" = 10'-0"
1 01 - FLOOR PLAN - (NEW) - FULL PLAN
# DATE DESCRIPTION

KEYNOTE LEGEND
Key
Value Keynote Text
08-15 NEW HM FRAME AND INTERIOR PASSAGE DOOR IN EXISTING OPENING. EXPAND OPENING AS REQD TO ACHIEVE MIN. OPENING WIDTH
26-03 SITE LIGHTING BOLLARDS, SED SLD26-07 NEW EV CHARGER SERVING VAN ACCESSIBLE SPACE27-01 NEW POINT OF CONNECTION FOR PUBLIC ACCESS COMPUTERS, SED32-03 BICYCLE RACK32-04 WOOD SCREENING WALL32-05 CONTINUOUS TACTILE WARNING SURFACE - TRUNCATED DOMES - 36" DEPTH A-05 NEW EXTERIOR ACCESSIBLE DRINKING FOUNTAIN WITH BOTTLE FILLER

Page 554 of 704 ends

1 2 3 4
A
F
G
Z Y X
2 A3.32 _________ 4A3.31 _________ 1A3.31 _________ 3A3.31 _________ BB CC
2 A3.31 _________ 2A3.31 _________ 3.1
A3.31 _________ 0' - 8"
0' - 10"
0' - 0"
28' - 0"

STRUCTURAL SLAB, SEE CIVIL FOR ELEVATIONS

RAMP DOWN
22' - 8"
13'
-
8"
25' - 6"
51' - 0" 16' - 0"
34' - 6"
12' - 0" 12' - 0"
14' - 4" 12' - 8"
0' - 10"

STRUCTURAL CONCRETE SLAB, SSDSMOOTH FLOAT FINISH UNDER FINISHED FLOOR SYSTEM

SLAB PLAN LEGEND
DEPRESS STRUCTURAL CONC SLAB -2" FOR CERAMIC FLOOR TILE AND MORTAR BED6" TALL CONCRETE CURB, MATCH STUD WIDTH AND LOCATION UONSLAB DEPRESSION WITH CURBSLAB STEP GENERAL NOTES1. LOWER STRUCTURAL SLAB DATUM ELEVATION 0'-0" = 210.08, SCD2. UPPER STRUCTURAL SLAB DATUM ELEVATION 0'-10" = 210.74, SCD3. SSD FOR ADDITIONAL INFORMATION4. SEE LAYOUT PLANS AND WINDOW ELEVATIONS FOR ADDITIONAL

DIMENSION INFORMATION

5. SEE FINISH PLANS AND SCHEDULE FOR ADDITIONAL INFORMATION6. SEE LAYOUT PLANS AND FLOOR PLANS FOR ROOM NAMES7. SPD FOR ALL FLOOR DRAIN LOCATIONS8. SLOPE FLOORS TO DRAIN 1/8" PER FOOT MIN; SLOPE FLOORS TO DRAIN 1/4" PER FOOT WHERE INDICATED, SPD FOR ADDITIONAL INFORMATION

9. WHERE FLOOR TILE OCCURS PROVIDE AND INSTALL BUILT-UP

MORTAR BED OR LEVELING COMPOUND TO ACHIEVE FINISH FLOOR REQUIREMENTS

10. WHERE RECESSED FLOOR MAT OCCURS PROVIDE AND INSTALL

BUILT-UP MORTAR BED OR LEVELING COMPOUND TO ACHIEVEFINISH FLOOR REQUIREMENTS

11. FOR STRUCTURAL SLAB CONTROL JOINTS SSD

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:43 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

SLAB AND CURB PLAN
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A2.11
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A2.11 1/4" = 1'-0"
1 01.1 Slab Plan

Page 555 of 704 ends

1 A3.12
4 A3.11
1 2 3
A
F
G
Z Y X
2 A3.32 _________ 4A3.31 _________ 1A3.31 _________ 3A3.31 _________ BB CC
200 SF
COPY
01 104 SF

PARKS &
REC

SUPERVISOR
17 86 SF

RECEPTION
11 258 SF

VESTIBULE
10 223 SF
BREAK
18 187 SF
FIRE

DISTRICT
14 94 SF

GENERAL

MANAGER
15 372 SF
FIRE

DISTRICT/

COMMITTEE

CONFERENCE
ROOM
12 1
A3.32 _________ 2A3.31 _________ 2
A3.31 _________ A5.13 10
A5.13
42 1
A5.11
8 10
9 7
85 SF

KITCHENETTE
18A 71 SF
MGMNT

ANALYST
75 SF 09
CLERK
08 122 SF

ASSIST /

COUNCIL
07 49 SF

STORAGE
05 A5.11
6 11
A5.11 2
5 1
A6.12 _________ 5
A3.11
6 A3.11 _______ 1A4.32
265 SF

ADMIN /

FINANCE
02 A5.12
5 9
39 SF
ADMIN
SECURE

STORAGE
02-A
3 6
8 4
1 3
A5.12
4 A5.13
6 A5.13
5 7
8 10 A5.12 7
A5.14 9
12 11
10 A5.14 13
16 15
14 3
2 A5.12 1
A5.14 1

3.1 A3.31 _________ 4 9 02A 10E
18E
14E
15 12E
12 19
18 16
14 46 SF
MAIL
04 166 SF

CORRIDOR
19 17
69 SF

RESTROOM
16 05
2 A5.14 5 3
6 7
8 10-1
10-3
12-1
12-2
15-1
15-2 14-1 18-1
18-2
12-3
17-1
08-11
08-12
08-13
08-14

SEE SHEET
A4.21
28-01
28-01
23-01
11-01
11-03
11-04
28-01
GENERAL NOTES1. REFER TO SHEET A2.51 FOR DOOR SCHEDULE2. REFER TO SHEET ____ FOR WALL ASSEMBLIES3. ALL FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:46 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

FLOOR PLAN
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A2.31
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A2.31 1/4" = 1'-0"
1 01 - FLOOR PLAN - (NEW) - ENLARGED PLAN

KEYNOTE LEGEND
Key
Value Keynote Text
08-11 PROVIDE NEW GASKET AND ACOUSTIC SEALANT AT EXISTING DOOR
08-12 ALTERNATE -PROVIDE SLIDING DOORS WITH ACOUSTIC

GASKETING
08-13 NEW SLIDING INTERIOR WINDOW08-14 SLIDING INTERIOR WINDOW11-01 ELECTRIC OVEN11-03 DISHWATER, BY OWNER11-04 REFRIGERATOR, BY OWNER23-01 CONDENSOR UNIT, SMD28-01 SECURE DOOR WITH KEYCARD ACCESS, EXPAND EXISTING

TOWNHALL ACCESS CONTROL SYSTEM

Page 556 of 704 ends

1 A3.12
4 A3.11
1 2 3 4
A
F
G
Z Y X
2 A3.32 _________ 4A3.31 _________ 1A3.31 _________ 3A3.31 _________ BB CC
1 A3.32 _________
4" / 12"
4" / 12"
3" / 12"
2 A3.31 _________ 5
A3.11
6 A3.11
S1 S1
S1 S1
S1S1S1
S1
S2

TIE INTO EXISTING ROOFING
TIE INTO EXISTING ROOFING _______ 2A7.41 _______ 4A7.41

EXHAUST FROM COPY ROOM, SMD

3.1 A3.31 _________ RIDGE VALLEY RIDGE
05-03 05-03 05-02 05-03 05-02
05-03 05-02 05-03

DRAIN TO SOUTH

ASPHALT SHINGLE ROOF - NEWASPHALT SHINGLE ROOF - EXISTING

MTL GUTTERSKYLIGHTSOLATUBE
S
S

ROOF PLAN - LEGEND

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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tel 510.542.2200
fax 510.542.2201
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PROJECT TITLESHEET NUMBER
2/22/2021 10:09:47 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

ROOF PLAN
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A2.33
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A2.33 1/4" = 1'-0"
1 03 - ROOF PLAN (NEW)

KEYNOTE LEGEND
Key
Value Keynote Text
05-02 GUTTER05-03 RAIN WATER LEADER

Page 557 of 704 ends

1 A3.12
4 A3.11
11 2 3
4 A A
F
G
Z Y X
2 A3.32 _________ 4A3.31 _________ 1A3.31 _________ 3A3.31 _________ BB 1A3.32 _________ 2A3.31 _________ 5 A3.11
6 A3.11

3.1 A3.31 _________ [ACT] +8' - 6"
[WD1]
[WD1]
+8' - 10"
[GWB]
+8' - 6"
[GWB]
+8' - 6"
[GWB] [GWB]
[ACT]
+8' - 6"
[ACT]
+8' - 6" [ACT]
+8' - 6"
[ACT]
+8' - 6"
[ACT]
+8' - 6"
[GWB]
[GWB]
+8' - 6"
[ACT]
+8' - 0"
[GWB]
+9' - 0"
[GWB]
4" / 12" 4" / 12"
4" / 12"
4" / 12"
4" / 12" 4" / 12"
S1
S1S1S1
S1 S1
S1 S1
S2
[GWB]
+8' - 6"
3" / 12"
4" / 12"

EXPOSED RIDGE BEAM EXPOSED RIDGE BEAM
[GWB]
26-04

WS WS WS
WS
WS
WS
WS
WS
WS
WS WS
05-01
06-01
06-01
05-01 06-01
ALT 6
[WD1]
[WD1]
[ACT]
+8' - 6"

EXPOSED VALLEY BEAM
GENERAL NOTES1. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION.2. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION4. WHERE OWSJ PENETRATES GWB - CUT GWB TIGHT TO JOISTS.

MUD, TAPE & SEAL, PAINT TO MATCH ADJACENT WALL

5. PAINT ALL EXPOSED OWSJ, METAL ROOF DECK, STRUCTURAL

STEEL AND FRAMING, PIPES, DUCTS, CONDUIT AND ALL OTHER EXPOSED ITEMS TYP

6. ACOUSTIC TILE SHALL BE CENTERED IN ROOM UON7. ALL GYP BD CEILINGS ARE SUSPENDED UON ACT-2 48 X 48 ACT SEE FINISH SCHEDULEACT-1&3 24 x 24 ACT SEE FINISH SCHEDULE [WD1] WOOD SLAT CEILING OR SOFFITGYPSUM BOARD - FLAT OR SLOPED

RCP FINISH LEGEND

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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PROJECT TITLESHEET NUMBER
2/22/2021 10:09:49 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

REFLECTED CEILING
PLAN
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A2.41
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A2.41 1/4" = 1'-0"
1 REFLECTED CEILING PLAN

KEYNOTE LEGEND
Key
Value Keynote Text
05-01 COPPER SHADING FIN, MATCH EXISTING06-01 ENCLOSED, VENTED WOOD PLANK SOFFIT26-04 RELOCATE EXISTING LIGHT FIXTURES, SED

Page 558 of 704 ends

A B C D
W2 W1
VARIES
VARIES
VARIES
VARIES
W3
VARIES
VARIES
S1 S2

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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PROJECT TITLESHEET NUMBER
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Town Hall
Expansion

EXTERIOR - DOOR

SCHEDULE AND TYPES
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A2.51
DESIGN

DEVELOPMENT
# DATE DESCRIPTION

DOOR SCHEDULE
Function Door Number Type
Fire
Rating
Hardw
are
Door Frame Details
Width Height Comments
Thicknes
s Material Finish Under Cut Material Finish Head Detail Jamb Detail Sill Detail Exterior 10E A 3' - 0" 7' - 0" 0' - 1 3/4" Keycard Access - ExteriorExterior 12E A 3' - 0" 7' - 0" 0' - 1 3/4"Exterior 14E A 3' - 0" 7' - 0" 0' - 1 3/4"Exterior 18E A 3' - 0" 7' - 0" 0' - 1 3/4" Keycard Access - ExteriorInterior 02A D 2HR 5' - 0" 7' - 0" 0' - 1 3/4"Interior 03 B 3' - 0" 7' - 0" 0' - 1 3/4"Interior 05 B 3' - 0" 7' - 0" 0' - 1 3/4"Interior 12 C 3' - 0" 7' - 0" 0' - 1 3/4"Interior 14 B 3' - 0" 7' - 0" 0' - 1 3/4"Interior 15 B 3' - 0" 7' - 0" 0' - 1 3/4"Interior 16 B 3' - 0" 7' - 0" 0' - 1 3/4"Interior 17 B 3' - 0" 7' - 0" 0' - 1 3/4"Interior 18 C 3' - 0" 7' - 0" 0' - 1 3/4"Interior 19 B 3' - 0" 7' - 0" 0' - 1 3/4" Keycard Access - Interior

WINDOW SCHEDULE
Type Mark
R.O.

Head
Height Type Material Finish
Head
Detail
Jamb
Detail
Sill
Detail
Glazing
Width Height Comments
Thicknes
s Type
S1 4' - 0" 2' - 0" Skylight-FlatS1 4' - 0" 2' - 0" Skylight-FlatS1 4' - 0" 2' - 0" Skylight-FlatS1 2' - 0" 3' - 0" Skylight-FlatS1 4' - 0" 2' - 0" Skylight-FlatS1 4' - 0" 2' - 0" Skylight-FlatS1 4' - 0" 2' - 0" Skylight-FlatS1 4' - 0" 2' - 0" Skylight-FlatS2 1' - 9" Solatube 750[1]W1 6' - 0" 4' - 0" 7' - 0" FixedW1 6' - 0" 4' - 0" 7' - 0" FixedW1 4' - 6" 3' - 0" 6' - 2" FixedW1 4' - 6" 3' - 0" 6' - 2" FixedW2 5' - 0" 3' - 0" 6' - 6" Window-Sliding-Double INTERIORW2 5' - 0" 3' - 6" 6' - 6" Window-Sliding-Double INTERIORW3 4' - 6" 3' - 0" 6' - 0" Fixed INTERIORW3 4' - 6" 3' - 0" 6' - 0" Fixed INTERIOR A2.51 1/4" = 1'-0"
1 DOOR TYPES
A2.51 1/4" = 1'-0"
2 WINDOW AND SKYLIGHT TYPES

Page 559 of 704 ends

SLAB - LOWER
0' - 0"
DATUM- (E) Upper Ridge Height
19' - 10"
Z 1 2
DATUM 3
12' - 6"
Y X

SLAB - UPPER
0' - 10"
4 A3.31 _________ 1A3.31 3 _________ A3.31 _________ 2A3.31 _________ S1 S1 S1
08-01 07-01
05-01
07-04
08-04 08-04
08-04
06-01
05-02
05-03 05-03
07-03
5' - 2" 2' - 0"
7' - 2"
DATUM - 10'-6"
10' - 6"
DATUM - 8'10"
8' - 10" T.O. OPENINGS - UPPER
8' - 0"

SLAB - LOWER
0' - 0"
DATUM- (E) Upper Ridge Height
19' - 10"
A F
DATUM 3
12' - 6"

SLAB - UPPER
0' - 10"
2 A3.32 _________ BB CC
1 A3.32 _________ 12E 4" / 12" 4" / 12" 3" / 12"
7' - 2"
05-01
08-01
08-0708-01
07-01
05-03
05-02
05-03
08-05
07-04
23-03
07-03 07-03
07-04
32-04
6' - 0"
07-04
DATUM - 10'-6"
10' - 6"
DATUM - 8'10"
8' - 10" T.O. OPENINGS - UPPER
8' - 0"
DATUM- (E) Upper Ridge Height
19' - 10"
DATUM 3
12' - 6"

SLAB - UPPER
0' - 10"

3.1 A3.31 _________
3' - 0" 3' - 2"
7' - 2" 10"

EXISTING TOWN HALL BUILDING
05-01
07-01
08-02 08-02
08-0108-01
06-01
DATUM - 10'-6"
10' - 6"
DATUM - 8'10"
8' - 10" T.O. OPENINGS - UPPER
8' - 0"

SLAB - UPPER
0' - 10"
7' - 2" 3' - 4"
10E
3" / 12"

EXTENDED ROOF CRICKET , DRAIN TO GUTTER
08-01
05-01
06-01
08-01
07-01
DATUM - 10'-6"
10' - 6"
26-06
05-03

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:09:55 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

EXTERIOR ELEVATIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A3.11
DESIGN

DEVELOPMENT
A3.11 1/4" = 1'-0"
3 EAST (FRONT) ELEVATION
A3.11 1/4" = 1'-0"
4 SOUTH (SIDE) ELEVATION
# DATE DESCRIPTION
A3.11 1/4" = 1'-0"
5 ANGLED ENTRY - EAST
A3.11 1/4" = 1'-0"
6 ANGLED ENTRY - SOUTH

KEYNOTE LEGEND
Key
Value Keynote Text
05-01 COPPER SHADING FIN, MATCH EXISTING05-02 GUTTER05-03 RAIN WATER LEADER06-01 ENCLOSED, VENTED WOOD PLANK SOFFIT07-01 TYPICAL WALL ASSEMBLY - FIBER CEMENT BOARD & BATTEN SIDING07-03 ASPHALT SHINGLE ROOF - MATCH EXISTING07-04 ASPHALT SHINGLE ROOF - VENTED ROOF ASSEMBLY08-01 EXTERIOR STOREFRONT SYSTEM08-02 ALUMINUM FRAMED DOUBLE PANE WINDOWS08-04 ALUMINUM FRAMED, THERMALLY BROKEN SKYLIGHT08-05 SOLAR TUBE08-07 OPAQUE SPANDREL GLAZING23-03 NEW FRESH AIR INTAKE LOUVERS - CONNECT TO EXISTING AND NEW HVAC26-06 WALL MOUNTED LIGHT FIXTURE, SED32-04 WOOD SCREENING WALL

Page 560 of 704 ends

SLAB - LOWER
0' - 0"
DATUM- (E) Upper Ridge Height
19' - 10"
3 2 1 Z
DATUM 3
12' - 6"
X Y

SLAB - UPPER
0' - 10"
4 A3.31
1 _________ A3.31 _________ 3A3.31 2 _________ A3.31 _________18E 14E S1 S1 S1 S1S1 S2 08-04 07-03 07-04 08-04 08-04 08-02 08-02 07-01 08-01 07-01 08-01 08-07 08-01 08-07 05-03 05-02 08-05 05-03 05-03 08-04 32-04 DATUM - 10'-6" 10' - 6" DATUM - 8'10" 8' - 10" T.O. OPENINGS - UPPER 8' - 0"

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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PROJECT TITLESHEET NUMBER
2/23/2021 12:15:07 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

EXTERIOR ELEVATIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A3.12
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A3.12 1/4" = 1'-0"
1 WEST (BACK) ELEVATION

KEYNOTE LEGEND
Key
Value Keynote Text
05-02 GUTTER05-03 RAIN WATER LEADER07-01 TYPICAL WALL ASSEMBLY - FIBER CEMENT BOARD & BATTEN SIDING
07-03 ASPHALT SHINGLE ROOF - MATCH EXISTING07-04 ASPHALT SHINGLE ROOF - VENTED ROOF ASSEMBLY08-01 EXTERIOR STOREFRONT SYSTEM08-02 ALUMINUM FRAMED DOUBLE PANE WINDOWS08-04 ALUMINUM FRAMED, THERMALLY BROKEN SKYLIGHT08-05 SOLAR TUBE08-07 OPAQUE SPANDREL GLAZING32-04 WOOD SCREENING WALL

Page 561 of 704 ends

OPEN
OPEN
A F

SLAB - UPPER
0' - 10"
2 A3.32 _________ BB CC
1 A3.32 _________ FIRE

DISTRICT/

COMMITTEE

CONFERENCE
ROOM

GENERAL

MANAGER
DATUM - 10'-6"
10' - 6"
10' - 6"
09-11
09-10

SLAB - LOWER
0' - 0"
DATUM- (E) Upper Ridge Height
19' - 10"
A F
DATUM 3
12' - 6"

SLAB - UPPER
0' - 10"
2 A3.32 _________ BB CC
1 A3.32 _________ (E)

WINDOW INTO (N) COPY ROOM
(E) OPEN OFFICE SPACE
DATUM - 10'-6"
10' - 6"
DATUM - 8'10"
8' - 10"
T.O. OPENINGS - UPPER
8' - 0"
MGMNT

ANALYST ASSIST / COUNCIL MAIL
07-04
08-14
4" / 12"
DATUM- (E) Upper Ridge Height
19' - 10"
A F

SLAB - UPPER
0' - 10"
2 A3.32
1 BB _________ CC
A3.32 _________ BREAK PARKS &
REC

SUPERVISOR
DATUM - 10'-6"
10' - 6"
10' - 6"
8' - 6"
8' - 0"
7' - 2"

SLAB - LOWER
0' - 0"
A
DATUM 3
12' - 6"

SLAB - UPPER
0' - 10"
2 A3.32 _________ BB 1A3.32 _________
10' - 6"
DATUM - 10'-6"
10' - 6"
DATUM - 8'10"
8' - 10" T.O. OPENINGS - UPPER8' - 0"
FIRE

DISTRICT

VESTIBULE
08-05
22-01 RECEPTION
4" / 12"
4" / 12" _______ 1
A7.31 WORKING
3" / 12"

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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APPROVALS
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PROJECT TITLESHEET NUMBER
2/23/2021 11:58:10 AM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

BUILDING SECTIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A3.31
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A3.31 1/4" = 1'-0"
4 BUILDING SECTION 4
A3.31 1/4" = 1'-0"
1 SECTION 1
A3.31 1/4" = 1'-0"
2 SECTION 2
A3.31 1/4" = 1'-0"
3 SECTION 3

3.1 KEYNOTE LEGEND
Key
Value Keynote Text
07-04 ASPHALT SHINGLE ROOF - VENTED ROOF ASSEMBLY08-05 SOLAR TUBE08-14 SLIDING INTERIOR WINDOW09-10 GWB CEILING09-11 WOOD SLAT CEILING22-01 NEW DRINKING FOUTAIN WITH BOTTLE FILLER

Page 562 of 704 ends

SLAB - LOWER
0' - 0"
Z 1 2 3
DATUM 3
12' - 6"
Y X

SLAB - UPPER
0' - 10"
4 A3.31 _________ 1A3.31 _________ 3A3.31 _________ 2A3.31 _________ FIRE

DISTRICT/

COMMITTEE

CONFERENCE

ROOM VESTIBULE
1 A6.12 _________ 14 18 DATUM - 10'-6" 10' - 6" DATUM - 8'10" 8' - 10" T.O. OPENINGS - UPPER 8' - 0" 18-2 CORRIDOR

SLAB - LOWER
0' - 0"
DATUM- (E) Upper Ridge Height
19' - 10"
Z 1 2 3
DATUM 3
12' - 6"
Y X

SLAB - UPPER
0' - 10"
4 A3.31 _________ 1A3.31 _________ 3A3.31 _________ 2A3.31 _________ DATUM - 10'-6" 10' - 6"
DATUM - 8'10"
8' - 10" T.O. OPENINGS - UPPER
8' - 0"
14E 18E
15-2 14-1
18-1
08-1 09-1

GENERAL

MANAGER
FIRE

DISTRICT
16' - 0"
9' - 4"
26-05
08-04
10"
12-03

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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PROJECT TITLESHEET NUMBER
2/23/2021 12:16:48 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

BUILDING SECTIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A3.32
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A3.32 1/4" = 1'-0"
2 BUILDING SECTION B - WEST SECTION @ GRIDLINE BB
A3.32 1/4" = 1'-0"
1 BUILDING SECTION A - WEST SECTION @GL A

KEYNOTE LEGEND
Key
Value Keynote Text
08-04 ALUMINUM FRAMED, THERMALLY BROKEN SKYLIGHT12-03 ROLLER SHADE, TYP. AT EXTERIOR OPENINGS26-05 PENDANT LIGHT FIXTURE, SED

Page 563 of 704 ends

X
BB
A4.21 3
6 5
4 24"
1' - 6"
36" GB
42" GB
CH
MIR
22-01
48"
SD
PTD/W
BB
42" GB
X
MIR
30 212
32 20

VANITY BASE CABINET FOR PAPERGOODS STORAGE
26-06
BB
16 PTD/W
X

GENERAL NOTES

1. FOR ACCESSIBLE FIXTURE AND ACCESSORY MOUNTING HEIGHTS, SEE 6/A4.05.2. FOR GRAB BAR BACKING, SEE SHEET 3/A8.51.3. FOR FLOOR DRAINS, SEE 2/A8.30 AND SEE PLUMBING DRAWING.4. FOR TYP TOILET PARTITION ANCHORAGE, SEE 1/A8.02.5. DIMENSIONS ON THIS SHEET ARE TO F.O. FINISH, UON. 6. FOR TYPICAL GRAB BAR ANCHORAGE, SEE 3/A8.027. FOR RESTROOMS FLOOR PATTERNS AND TILE TYPES, SEE SHEET A4.09

MIR MIRROR - SIZE SHOWN ON ELEVATIONS
CH COAT HOOK, (1) CH PER STALL DOOR, TYP.

BCS RECESSED BABY CHANGING STATION
42" GB 42" GRAB BAR36" GB 36" GRAB BARPTD/W RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTICLE

SD COUNTER MOUNTED SOAP DISPENSER

ACCESSORY LEGEND
GENERAL NOTES1. REFER ALL RESTROOM ELEVATIONS TO SHEET ___ FOR WALL TILE TYPES AND PATTERNS.

X
BB
EQ EQ 3' - 6"
[GWB]
+8' - 6"

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
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PROJECT TITLESHEET NUMBER
2/22/2021 10:10:05 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

ENLARGED PLANS AND
INTERIOR ELEVATIONSNEW RESTROOM
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A4.21
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A4.21 1/2" = 1'-0"
1 ENLARGED NEW RESTROOM
A4.21 1/2" = 1'-0"
3 NEW RESTROOM - NORTH
A4.21 1/2" = 1'-0"
4 NEW RESTROOM - EAST
A4.21 1/2" = 1'-0"
5 NEW RESTROOM - SOUTH
A4.21 1/2" = 1'-0"
6 NEW RESTROOM - WEST
A4.21 1/2" = 1'-0"
2 ENLARGED RCP - NEW RESTROOM

KEYNOTE LEGEND
Key
Value Keynote Text
22-01 NEW DRINKING FOUTAIN WITH BOTTLE FILLER26-06 WALL MOUNTED LIGHT FIXTURE, SED

Page 564 of 704 ends

10 11
A

PATCH AND PAINT WALL WHERE DRINKING FOUNTAIN WAS REMOVED 1' - 6"
1' - 6"
10 11
A
6' - 3"
1' - 6"
1' - 10"
18" min
5' - 4"
1' - 6"
19"
19"
A-01
A-01
A-01
A-03
A-03

GENERAL NOTES

1. FOR ACCESSIBLE FIXTURE AND ACCESSORY MOUNTING HEIGHTS, SEE ___2. FOR GRAB BAR BACKING, SEE SHEET ___.3. FOR FLOOR DRAINS, SEE ___ AND SEE PLUMBING DRAWING.4. FOR TYP TOILET PARTITION ANCHORAGE, SEE ___.5. DIMENSIONS ON THIS SHEET ARE TO F.O. FINISH, UON.6. FOR TYPICAL GRAB BAR ANCHORAGE, SEE ___7. FOR RESTROOMS FLOOR PATTERNS AND TILE TYPES, SEE SHEET ____

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLESHEET NUMBER
2/22/2021 10:10:06 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

ENLARGED PLANS AND
INTERIOR ELEVATIONSEXISTING RESTROOMS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A4.22
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A4.22 1/2" = 1'-0"
1 ENLARGED EXISTING RESTROOMS - NEW
A4.22 1/2" = 1'-0"
2 ENLARGED EXISTING RESTROOMS - DEMO

KEYNOTE LEGEND
Key
Value Keynote Text
A-01 RELOCATE TOILET TO CODE REQD 18" FROM ADJACENT WALLA-03 ADA UPGRADES TO EXISTING NON-COMPLIANT RESTROOMS.

REWORK TO INCLUDE FIXTURE RELOCATION, TILE WORK, MISC.VERIFY IN FIELD FULL EXTENT OF UPGRADES.

Page 565 of 704 ends

06-02
08-14
06-06
19 27-02
06-02
W1
10-1
10-2
WS

F CC BB
12 12-3
Y X
06-07
14 5' - 0"
BB CC
36 212
33 24 36
212
33 24 36
212
33 24
12-3 12

SOLID SURFACE COUTNER TOP
Y Z
12-1
26-06
26-05 26-05 26-05
CC BB
12-2
12E
Z Y
27-02
26-06
BB
16 22-01

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
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NOT FOR

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PROJECT TITLESHEET NUMBER
2/23/2021 12:07:20 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

INTERIOR ELEVATIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A5.11
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
2 3 4 5 6
A5.11 1/4" = 1'-0"
7 7FIRE DIST. & COMMITTEE CONFERENCE ROOM
8 9 10
A5.11 1/4" = 1'-0"
1 1

VESTIBULE & RECEPTION

KEYNOTE LEGEND
Key
Value Keynote Text
06-02 BUILT-IN RECEPTION DESK WITH BASE, SOLID WOOD FINISH06-06 WOOD TRIM ENCLOSURE06-07 HORIZONTAL WOOD SLAT WALL08-14 SLIDING INTERIOR WINDOW22-01 NEW DRINKING FOUTAIN WITH BOTTLE FILLER26-05 PENDANT LIGHT FIXTURE, SED26-06 WALL MOUNTED LIGHT FIXTURE, SED27-02 FLAT PANEL WALL DISPLAY NORTH NORTH, CONT. EAST SOUTH SOUTH, CONT. WEST

NORTH EAST SOUTH WEST

Page 566 of 704 ends

A
Y Z
14 26-06 26-06
A
15-3 15
Z Y
14E 15-2 14-1
26-06
08-07 08-07
A
15 15-3
A
15-1
08-07
CC F
W1
WS
08-14
17-1 17

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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PROJECT TITLESHEET NUMBER
2/23/2021 12:17:50 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

INTERIOR ELEVATIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A5.12
DESIGN

DEVELOPMENT
# DATE DESCRIPTION

NORTH EAST SOUTH WEST
A5.12 1/4" = 1'-0"
8 FIRE DIST - NORTH
A5.12 1/4" = 1'-0"
6 FIRE DIST / GM OFFICE. EAST
A5.12 1/4" = 1'-0"
9 FIRE DIST. SOUTH
A5.12 1/4" = 1'-0"
5 FIRE DIST. / GM OFFICE - WEST
A5.12 1/4" = 1'-0"
7 GM OFFICE - NORTH A5.12 1/4" = 1'-0" 10 GM OFFICE - SOUTH A5.12 1/4" = 1'-0"
1 1PARKS & REC OFFICE
2 3 4

KEYNOTE LEGEND
Key
Value Keynote Text
08-07 OPAQUE SPANDREL GLAZING08-14 SLIDING INTERIOR WINDOW26-06 WALL MOUNTED LIGHT FIXTURE, SED

Page 567 of 704 ends

OPEN
OPEN
A BB
26-05 26-05
1 X
34 212
33 24 36
212
33 24
36 312
34 30 18
312
30 30 18
312
30 18
11-03
BB A
X 1
11-04 11-01
11-02 11-02
30 212
33 24
30 312
30 16 18
312
16 18
18E
18-1

BB CC F
08-13
3 2 1
36 212
36 33 24
212
33 24
36 312
30 18

SOLID SURFACE COUNTERTOP
26-06
17 17-1 19
X 1 2 3
18 18-2

F CC BB
A-06
05 PARTIAL HEIGHT WALL
2 1
36 212
33 24

BUILT IN COUNTER

PARTIAL HEIGHT WALL
26-06

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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tel 510.542.2200
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SEAL

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PROJECT TITLESHEET NUMBER
2/23/2021 12:19:13 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

INTERIOR ELEVATIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A5.13
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
EAST
NORTH

SOUTH WEST
A5.13 1/4" = 1'-0"
1 1BREAKROOM - NORTH
2 3 4
A5.13 1/4" = 1'-0"
9 9ASSIST / COUNCIL
A5.13 1/4" = 1'-0"
5 5MAIL & CORRIDOR
6 7 8
10 11

KEYNOTE LEGEND
Key
Value Keynote Text
08-13 NEW SLIDING INTERIOR WINDOW11-01 ELECTRIC OVEN11-02 MICROWAVE, BY OWNER11-03 DISHWATER, BY OWNER11-04 REFRIGERATOR, BY OWNER26-05 PENDANT LIGHT FIXTURE, SED26-06 WALL MOUNTED LIGHT FIXTURE, SED A-06 RAMP - 1:12 MAX
EAST EAST CONT. SOUTH WEST

NORTH EAST SOUTH

Page 568 of 704 ends

A
2 09-1
2 W1
A A 1
08-1
A
1 W1
F G
02A
36 402
76 14 36
402
76 14 36
402
76 14 36
402
36 76 14
212
33 24
4 W3
12-02
G F
4 W3
F G

NEW CASED OPENING
3 EXISTING WINDOW
G F CC
36 212
33 24 36
212
33 24 36
212
33 24 36
212
33 24 36
212
33 24 36
212
33 24
36 312
36 30 18
312
36 30 18
312
36 30 18
312
36 30 18
312
30 18

EXISTING WINDOW
3 EXISTING WINDOW

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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tel 510.542.2200
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PROJECT TITLESHEET NUMBER
2/23/2021 12:22:11 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

INTERIOR ELEVATIONS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A5.14
DESIGN

DEVELOPMENT
# DATE DESCRIPTION

EAST SOUTH WEST
A5.14 1/4" = 1'-0"
1 1OFFICE 09
2 3 4
A5.14 1/4" = 1'-0"
5 5OFFICE 08
6 7 8
A5.14 1/4" = 1'-0"
9 9ADMIN / FINANCE
10 11 12
A5.14 1/4" = 1'-0"
13 13COPY
14 15 16

KEYNOTE LEGEND
Key
Value Keynote Text
12-02 STORAGE SHELVING

NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST
NORTH

NORTH EAST SOUTH WEST

Page 569 of 704 ends

WALL TYPE
"S" INDICATES COLD FORMED METAL FRAMING.INSULATION TYPE A: ACOUSTICAL
T: THERMAL

FRAMING
SIZE
12: 12"10: 10"
8: 8"6: 6"4: 4"
EXT. WALL TYPE LEGEND
REFER TO SHEET _____ FOR EXTERIOR WALL TYPES & ASSEMBLIES A
4 T

WOOD STUD, SEE PLANSHIGH DENSITY BATT THERMAL INSULATIONPLYWOOD SHEATHING, SSD FOR SHEAR LOCATIONSINTERIOR FINISHES

EXTERIOR WALL, TYPICAL

MOISTURE BARRIER

1. REFER TO SPECIFICATION FOR VAPOR BARRIER/AIR BARRIER/WATERPROOF MEMBRANE AT EACH TYPE

OF WALL ASSEMBLY
1" CONTINUOUS EXTERIOR INSULATIONVERTICAL BOARD & BATTEN FIBER CEMENT SIDING

CONC SOG SSDVAPOR RETARDERDRAINAGE ROCKBLOCK WATERSTOPSEAM TAPE OR MASTICCONC FTG SSD 4"
RADIANT HEAT TUBING PER MECHANICAL / PLUMBING DWGCONC. SLAB ON GRADE - SSDWATERPROOF MEMBRANE4" CAPILLARY BREAK PER SOILS REPORTSUB-GRADE PER SOILS REPORT T. O. SLAB:
7 1/2"
T. O. SLAB:
4' - 0". - 7 1/2" PERIMETER INSULATION FROM BOTTOM OF FTG UP TO SOIL FOOTING - SSD FOR TYP SLAB ASSEMBLY, SSD RIGID INSULATION BEHIND FOOTING AND BELOW FIRST 4 FT. OF SLAB

AND WATERPROOF MEMBRANE AT

EXTERIOR WALLS
1' - 6"
1' - 5"
6"

CONCRETE CURB

UNDERLAYMENT VENTED NAILABLE PANELSHINGLES
5 1/2
"

ROOF BOARD
SEE
PLAN

RIGID INSULATION

MEMBRANEPLYWOOD DECKRAFTER FRAMING

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
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PROJECT TITLESHEET NUMBER
2/23/2021 12:28:07 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

EXTERIOR ASSEMBLIES
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A6.10
DESIGN

DEVELOPMENT
# DATE DESCRIPTION

TYPICAL WALL SECTION (STOREFRONT)
A6.10 3" = 1'-0"
1 EXTERIOR WALL ASSEMBLIES
A6.10 3" = 1'-0"
4 TYP VAPOR RETARDER TERMINATION
A6.10 1 1/2" = 1'-0"
5 TYPICAL SLAB ASSEMBLY
A6.10 1 1/2" = 1'-0"
2 TYPICAL SLAB EDGE ASSEMBLY

WORKING
A6.10 3" = 1'-0"
3 TYPICAL ROOF ASSEMBLY

Page 570 of 704 ends

1 BB
4" / 12"
4" / 12"
4" / 12"
1 F
G
Y X
CC
2 A3.31 _________ 6
A3.11
4" / 12"
3" / 12"
4" / 12"
3" / 12"

LINE OF ROOF

EAVES, ABOVE

FORMED ROOF CRICKET

AT VALLY

DRAIN TO LOWER ROOF GUTTER AND RAIN WATER LEADER RWL

SIDEWALK, BELOW

ENCLOSED SOFFIT, ABOVE

FRESH AIR INTAKE LOUVERS, IN WALL ABOVE

CHASE OVER NEW STORAGE ROOM
CHASE BETWEENEXIST. ROOF OVER PUBLIC WORKS AND NEW UPPER ROOF

DUCT TO NEW
INTAKE DUCT TO EXST.

X% MIN. SLOPE?

3.1 A3.31 _________ 1
A6.12
SIM _________

LINE OF ROOF

EAVES, ABOVE

WORKING
DATUM- (E) Upper Ridge Height
19' - 10"
F G
DATUM 3
12' - 6"
CC
DATUM - 10'-6"
10' - 6"
DATUM - 8'10"
8' - 10"
T.O. OPENINGS - UPPER
8' - 0"
5 A6.10
. _________ REVISIONS

SHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
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APPROVALS
DRAFT!

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PROJECT TITLESHEET NUMBER
2/22/2021 10:10:19 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

EXTERIOR - ROOF

ENLARGED PLANS AND

AND DETAILS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A7.41
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
A7.41 3/8" = 1'-0"
2 ENLARGED ROOF PLAN - SADDLE INTERSECTION
A7.41 3/8" = 1'-0"
4 03 - ENLARGED ROOF PLAN - BUTTERFLY CRICKET AND GRIDLINES 1 / F A7.41 3/8" = 1'-0"
1 GRILINE 2 -ROOF ENDWALL (E) TO NEW

Page 571 of 704 ends

[RS1]
[CP1]
[CP1]
[RS1]
[CP1] [CP1]
[RS1]
[RS1]
[CP1] [CP1]
[CP1]

NON-SLIP RESILIENT FLOORING
FIRE

DISTRICT/

COMMITTEE

CONFERENCE
ROOM
12 GENERAL

MANAGER
15 FIRE

DISTRICT
14 KITCHENETTE
18A
BREAK
18 CLERK
08 MGMNT

ANALYST
09 PARKS &
REC

SUPERVISOR
17 RECEPTION
11 VESTIBULE
10 RESTROOM
16 CORRIDOR
19 200 SF
COPY
265 SF

ADMIN /

FINANCE
39 SF
ADMIN
SECURE

STORAGE
49 SF

STORAGE

CARPETCERAMIC TILERESILIENT FLOORING

FINISH PLAN LEGEND

REVISIONSSHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
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fax 510.542.2201
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PROJECT TITLESHEET NUMBER
2/22/2021 10:10:21 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

FINISH PLAN &

SCHEDULE
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A9.11
DESIGN

DEVELOPMENT
A9.11 1/4" = 1'-0"
1 FINISH PLAN
# DATE DESCRIPTION

ROOM FINISH SCHEDULE
# Name Floor Finish
Base
Finish
Wall
Finish Ceiling Finish Comments
01 COPY CARPET TILE, MATCH

EXISTING
4" RESILIENT PAINT ACT - EXISTING, REPAIR AND

REPLACE TILES AS REQD
02 ADMIN / FINANCE CARPET TILE, MATCH

EXISTING
4" RESILIENT PAINT ACT - EXISTING, REPAIR AND

REPLACE TILES AS REQD
02-A ADMIN SECURE STORAGE CARPET TILE, MATCH

EXISTING
4" RESILIENT PAINT 2H GWB
04 MAIL CARPET TILE, NEW 4" RESILIENT PAINT GWB05 STORAGE CARPET TILE, NEW 4" RESILIENT PAINT GWB06 COUNCIL CARPET TILE, NEW 4" RESILIENT PAINT SLOPED GWB07 ASSIST / COUNCIL CARPET TILE, NEW 4" RESILIENT PAINT SLOPED GWB08 CLERK CARPET TILE, NEW 4" RESILIENT PAINT ACT, 2X209 MGMNT ANALYST CARPET TILE, NEW 4" RESILIENT PAINT ACT, 2X210 VESTIBULE RESILIENT 4" RESILIENT PAINT WOOD SLAT11 RECEPTION RESILIENT 4" RESILIENT PAINT WOOD SLAT12 FIRE DISTRICT/ COMMITTEE CONFERENCE ROOM RESILIENT 4" RESILIENT PAINT SLOPED GWB, ACT SOFFIT ALTERNATE FOR EXPOSED GLB RAFTERS 14 FIRE DISTRICT CARPET TILE, NEW 4" RESILIENT PAINT SLOPED GWB, ACT SOFFIT15 GENERAL MANAGER CARPET TILE, NEW 4" RESILIENT PAINT SLOPED GWB, ACT SOFFIT16 RESTROOM FLOOR TILE COVE TILE WALL TILE GWB17 PARKS & REC SUPERVISOR CARPET TILE, NEW 4" RESILIENT PAINT ACT, 2X218 BREAK RESILIENT 4" RESILIENT PAINT SLOPED GWB, ACT SOFFIT18A KITCHENETTE RESILIENT 4" RESILIENT PAINT GWB19 CORRIDOR RESILIENT 4" RESILIENT PAINT GWB

Page 572 of 704 ends

REVISIONS

SHEET TITLEN&T JOB NUMBERISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

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PROJECT TITLESHEET NUMBER
2/23/2021 12:31:35 PM BIM 360://Los Altos Hills Town Hall/LAH Town Hall.rvt Los Altos Hills
Town Hall
Expansion

FURNITURE PLAN- REF
ONLY
26379 Fremont Rd,
Los Altos Hills, CA 94022
Town of Los Altos Hills
22014
02/23/2021
A9.41
DESIGN

DEVELOPMENT
A9.41 1/8" = 1'-0"
1 FURNITURE PLAN - NIC, FOR REFERENCE ONLY
# DATE DESCRIPTION

Page 573 of 704 ends

4 6
4 4
6 6
123
A
ZYX
BB
CC
12" WIDE x 24" DEEP GRADE BEAM
GRID, TYP. MAX SPACING = 15'-0" O.C.
6" SLAB W/ #5 @
12" O.C. EA. WAY
(E) FTG
(E) FTG
8"

NEW GRADE BEAM WITH

DOWELS INTO EXISTING FTG
F
6x6 HDU4
6x6
6x6
6x66x66x86x6
6x6 HDU46x6 HDU4
(E) POSTS TO REMAIN, V.I.F. 6x6 HDU4
6x6 HDU4
6x6 HDU5 6x6 HDU5 6x6
6x6 HDU46x6 HDU4
6x6 HDU5
6x6
HDU5
6x6
6x6
6x6
[18'-0"]
[13'-9"]
[18'-6"]
[19'-3"]
[18'
-6"]*
[9'-0"]
6x6
HDU4
FOUNDATION FRAMING NOTES:

1. * REFERS TO PERFORATED SHEAR WALL
DAEDALUS #

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS

PROJECT TITLE

SHEET NUMBER
20075
12930 Saratoga Ave., Ste. B9
Saratoga, CA 95070
TEL: 408.517.0373
FAX: 408.877.1686
www.daedalus-eng.com
1/31/2021 10:14:41 PM C:\Users\mkawamoto\Documents\20075_RST2020_mkawamotoUTTKE.rvt

LAH TOWN HALL

EXPANSION

FOUNDATION FRAMING
PLAN
26379 Fremont Rd,
Los Altos Hills, CA 94022

TOWN OF LOS ALTOS
22014
01/29/2021
S1.0
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
N
1/8" = 1'-0"

FOUNDATION PLAN

Page 574 of 704 ends

1 23
A
ZYX
BB
CCF
1 3/4x9 1/2 LVL @
24" O.C.
1 3/4x9 1/2 LVL @
24" O.C.
1 3/4x9 1/2 LVL @
24" O.C.
1 3/4x9 1/2 LVL @ 24" O.C.
1 3/4x9 1/2 LVL @
24" O.C.
(E) CANT. RIDGE TO REMAIN
6 3/4x15 GLB
(E) ROOF RAFTERS

BELOW TO REMAIN
(E) RIDGE TO REMAIN
HIGH CANT. RIDGE ABV (E) WALL (E) RAFTERS TO REMAIN
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
VALLEY
5 1/4x11 7/8 PSL
CONT. CANT. RIDGE

OPEN OPEN

OPENOPEN
OPEN

OPEN OPEN OPEN
2'-8"
3 1/2x1
1 7/8
PSL
SLOPED
3 1/2x11 7/8 PSL
CANT. 3 1/2x11 7/8 PSL
CANT.
6 3/4x15 GLB
2 1/2x9 GLB @
4' - 0" O.C.
2 1/2x9 GLB @
4' - 0" O.C.

OPTION: ROOF FRAMING IN THIS AREA MAY BE 1-3/4X9-1/2
LVL @ 24" O.C. IN LIEU OF THE GLULAMS @ 4'-0" O.C.

OPTION: RIDGE BEAM CAN BE 7x14

PSL IN LIEU OF GLULAM RIDGE
OPTION: VALLEY BEAM CAN BE 5-1/4x11-7/8

PSL IN LIEU OF GLULAM VALLEY
ROOF FRAMING NOTES:

1. 2x RAFTER TAILS AT EACH RAFTER
DAEDALUS #

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS

PROJECT TITLE

SHEET NUMBER
20075
12930 Saratoga Ave., Ste. B9
Saratoga, CA 95070
TEL: 408.517.0373
FAX: 408.877.1686
www.daedalus-eng.com
1/31/2021 10:14:42 PM C:\Users\mkawamoto\Documents\20075_RST2020_mkawamotoUTTKE.rvt

LAH TOWN HALL

EXPANSION

ROOF FRAMING PLAN
26379 Fremont Rd,
Los Altos Hills, CA 94022

TOWN OF LOS ALTOS
22014
01/29/2021
S1.1
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
N
1/8" = 1'-0"

ROOF FRAMING PLAN

Page 575 of 704 ends

T
P
S
M
M
WHA
TP

NEW CONSTRUCTION
A. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED STATE AND LOCAL CODES, AS WELL AS FEDERAL, STATE, AND MUNICIPAL REGULATIONS.(THESE NOTES APPLY TO ALL PLUMBING DRAWINGS) B. THE WORK REQUIRED CONSISTS OF PERFORMING ALL LABOR AND FURNISHING ALL MATERIALS, FIXTURES AND

EQUIPMENT REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS AS INDICATED IN THE CONTRACT DOCUMENTS. IT SHALL FURTHER INCLUDE FURNISHING AND INSTALLING ALL ASSOCIATED

ITEMS REQUIRED FOR THE PROPER OPERATION OF ALL PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, CONTROL AND HYDRONIC SYSTEM DEVICES.

C. DRAWINGS ARE DIAGRAMMATIC, CONTAINING INFORMATION TO A DEGREE OF DETAIL CONSISTENT WITH THEIR SCALE AND ADEQUATE TO CONVEY THE DESIGN INTENT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

OF ALL FIELD DIMENSIONS, LOCATIONS AND CONDITIONS PRIOR TO THE PURCHASE OF ANY MATERIALS AND COMMENCEMENT OF WORK. NOTIFY THE ARCHITECT OF ALL DISCREPANCIES THAT WILL AFFECT THE WORK FOR RESOLUTION.

D. EQUIPMENT AND MATERIAL SHOWN ON DRAWINGS ARE BASED ON MANUFACTURER'S PUBLISHED DATA, AND ARE, IN THE DESIGNER'S PROFESSIONAL OPINION, REPRESENTATIVE OF TYPICAL SIZES. ALL EQUIPMENT AND MATERIAL PROVIDED SHALL FIT WITHIN THE SPACE PROVIDED. ALL EQUIPMENT, FIXTURES, AND SERVICEABLE DEVICES SHALL BE INSTALLED WITH ACCESS AND CLEARANCE FOR MAINTENANCE. COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES TO PROVIDE THIS ACCESS AND CLEARANCE. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S INSTRUCTIONS.

E. IF EQUIPMENT, FIXTURES, AND MATERIAL, OTHER THAN THAT SCHEDULED OR SPECIFIED, IS APPROVED AND

PROVIDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND PROVIDE REVISED UTILITIES

AND SERVICE CONNECTIONS AND VERIFY THE SPACE ALLOTTED FOR ADEQUACY AND CLEARANCE REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO REVISED POWER, WATER, CONTROLS, HYDRONIC, WASTE DRAINS, FUEL FLUES AND VENT REQUIREMENTS.

F. COORDINATE ALL LOCATIONS AND SIZES OF STRUCTURAL FLOOR AND WALL PENETRATIONS WITH THE

GENERAL CONTRACTOR AND PROVIDE CODE REQUIRED SEALS AT ALL FIRE RATED WALL, CEILING, ROOF AND FLOOR PENETRATIONS.

G. ACCESS DOORS AND/OR PANELS SHALL BE PROVIDED AT ALL MAINTENANCE AND SERVICE LOCATIONS FOR CONCEALED CONTROL DEVICES, VALVES AND PLUMBING EQUIPMENT/DEVICES. UNLESS A SIZE IS SPECIFICALLY NOTED, PANELS SHALL BE SIZED TO SERVICE EQUIPMENT/DEVICE. DOORS AND PANELS SHALL HAVE THE SAME FIRE RATING AS THE WALL OR CEILING IN WHICH THEY ARE INSTALLED. ACCESS DOORS AND/OR PANELS ARE

NOT REQUIRED WHERE ADJUSTMENT, MAINTENANCE AND REPLACEMENT ARE POSSIBLE THROUGH LAY IN SUSPENDED CEILING.

H. INSTALL SHUT OFF VALVES AT EACH FIXTURE. INSTALL BRANCH SHUTOFF VALVES WHERE INDICATED ON PLANS. LOCATE AND ORIENT VALVE OPERATORS FOR EASE OF ACCESS AND FULL LIMITS OF OPERATION.

I. INSULATION AND VAPOR BARRIER SHALL BE PROVIDED ON ALL PIPING AND/OR EQUIPMENT SUBJECT TO HEAT LOSS, CONDENSATION, OR CONSTITUTING A POTENTIAL BURN HAZARD.

J. INSULATION SHALL NOT BE CRUSHED OR COMPRESSED THROUGH INTERFERENCE WITH SYSTEMS INSTALLED BY OTHER TRADES OR BUILDING CONSTRUCTION.

K. INSTALL PLUMBING AND PIPING HIGH POINTS AS TIGHT AS POSSIBLE TO THE BUILDING STRUCTURE TO ALLOW PROPER PITCH AND MAXIMIZE CEILING HEIGHT.

L. PROVIDE AIR VENTS AT PIPING HIGH POINTS AND DRAINS AT LOW POINTS IN MAINS.

M. AT THE COMPLETION OF THE WORK AND PRIOR TO THE FINAL ACCEPTANCE, ALL PARTS OF THE WORK SHALL BE THOROUGHLY CLEANED.

N. ALL PIPING SHALL BE CONCEALED IN WALLS AND BEHIND FIXED FURNISHINGS UNLESS OTHERWISE INDICATED.

EXPOSED PIPING IN FINISHED AREAS SHALL BE CHROME PLATED WITH A CHROME PLATED ESCUTCHEON AT EACH FINISHED ENTRY/EXIT.

O. ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND BE SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES.

INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK INCLUDING DUCTS AND ELECTRICAL CONDUIT. ALL PIPING EXPOSED TO VIEW SHALL BE ROUTED AS HIGH AS POSSIBLE AND TO THE UNDERSIDE OF STRUCTURE.

P. ELEVATIONS LISTED FOR ALL PLUMBING SYSTEM PIPING IN THE CONTRACT DOCUMENTS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION AGAINST EXISTING CONDITIONS, UTILITIES AND NEW CONSTRUCTION. ALL SLOPED PLUMBING SYSTEMS SHALL HAVE RIGHT OF WAY OVER ALL OTHER BUILDING SYSTEM COMPONENTS.

Q. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK UNDER THEIR CONTRACT WITH ALL OTHER BUILDING TRADES. NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR QUESTIONS PERTAINING TO EXTENT OF WORK PRIOR TO BIDDING.

R. PROVIDE AND DOCUMENT CORRESPONDENCE TO THE GENERAL CONTRACTOR AND ALL TRADES, REQUIREMENTS FOR INSTALLATION, OPENINGS, CHASES AND UTILITY SERVICE CONNECTIONS. THIS INCLUDES SUPPORTING DEVICES, POINT LOADS, ACCESS OPENINGS, SLEEVES AND CUTOUTS.

S. PROVIDE STARTERS FOR MOTORS UNLESS SPECIFICALLY IDENTIFIED AS BEING PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE ALL INTERNAL OVER CURRENT PROTECTION DEVICES AND INTERNAL TRANSFORMERS FOR PACKAGED EQUIPMENT.

T. PROVIDE COMPLETE AND FULLY FUNCTIONAL PLUMBING SYSTEMS AS INDICATED IN THE CONTRACT DOCUMENTS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE,

CALIFORNIA MECHANICAL CODE, CALIFORNIA BUILDING CODE AND LOCAL RULES AND REGULATIONS, STATE

AND LOCAL FIRE MARSHAL REGULATIONS, THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY, THE

NATIONAL ELECTRIC CODE, THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, AMERICAN

GAS ASSOCIATION, OCCUPATION AND SAFETY ACT, AMERICAN NATIONAL STANDARDS INSTITUTE, AMERICAN

SOCIETY OF MECHANICAL ENGINEERS, AMERICAN SOCIETY FOR TESTING AND MATERIALS, INSTALLATION

STANDARDS PUBLISHED BY THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS(IAPMO) AND OTHER APPLICABLE LAWS, CODES, OR REGULATIONS. NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

U. VERIFY LOCATION OF UTILITIES PRIOR TO PERFORMING WORK. COORDINATE ALL WORK WITH OTHER TRADES.

V. PLUMBING FIXTURES SHALL HAVE MAXIMUM FLOW RATES AS INDICATED ON SCHEDULES.

W. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, MOUNTING HEIGHTS AND COLOR OF PLUMBING FIXTURES.

COORDINATE ALL CORING OF FLOORS AND WALLS WITH ARCHITECT PRIOR TO START OF WORK.

X. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.

Y. PIPING SHALL HAVE SUFFICIENT CLEARANCE FROM STRUCTURE TO ALLOW FOR EXPANSION AND CONTRACTION OF THE PIPING. NO PIPING SHALL TOUCH WOOD, CONCRETE, OTHER PIPING, ETC.

Z. ALL EQUIPMENT, FIXTURES, ETC. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.

AA. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY AND PERFORM ALL REQUIRED TESTING OF ALL PIPING AND ACCESSORIES INSTALLED. ALL SUCH PLUMBING INSTALLATIONS SHALL

BE TESTED, REPAIRED, AND ADJUSTED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND ALL GOVERNING AUTHORITIES.

BB. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE NOTED ON DRAWINGS.

CC. FOLLOW THE GENERAL ARRANGEMENT INDICATED ON THE DRAWINGS AS CLOSELY AS POSSIBLE, THE

CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL AND ALL OTHER TRADES PRIOR TO INSTALLATION OF THE MATERIALS AND EQUIPMENT TO VERIFY ADEQUATE SPACE AVAILABLE FOR INSTALLATION OF THE WORK SHOWN. THE ARCHITECT AND ENGINEER SHALL BE IMMEDIATELY NOTIFIED IF AN AREA OF CONFLICT OCCURS BETWEEN TRADES.

DD. SPECIFICATIONS ARE AN INTEGRAL PART OF THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH SPECIFICATION REQUIREMENTS.

EE. ALL FIXTURES, FLOOR DRAINS, FLOOR SINKS, ETC. SHALL BE TRAPPED AND VENTED. PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS AND AS INDICATED ON THE DRAWINGS. ALL TRAP PRIMERS SHALL BE ACCESSIBLE AND PROVIDED WITH A 12"X12" ACCESS PANEL (MINIMUM).

FF. PROVIDE ALL PIPING, VALVES, FITTINGS AND OTHER APPURTENANCES FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM.

GG. PIPING TO BE SLOPED AS FOLLOWS:

A. SANITARY SEWER = 2%
B. SANITARY VENT = 1%
C. TRAP PRIMER = 1%
D. CONDENSATE = 1%
E. STORM DRAIN = 1%
HH. VERIFY IN FIELD EXISTING CONDITIONS, SIZE AND EXACT LOCATION OF UTLITIES PRIOR TO START OF WORK.

II. THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT WERE PREPARED BY THE DESIGN TEAM USING 3-D MODELING SOFTWARE. USING THIS SOFTWARE BY THE DESIGN TEAM DOES NOT RELIEVE THE CONTRACTOR

FROM PERFORMING THE NECESSARY COORDINATION TO PROVIDE COMPLETE, CODE COMPLIANT AND OPERATIONAL BUILDING SYSTEMS. THE PLANS AND SECTIONS PROVIDED ARE NOT COMPLETE AND ARE TO BE CONSIDERED DIAGRAMMATIC ONLY. THE EXACT LOCATION OF THE PIPING, DUCTWORK, ELECTRICAL AND SUPPORT COMPONENTS ARE TO BE DETERMINED IN THE FIELD. ALL BUILDING SECTIONS AND DETAILS

PROVIDED ARE FOR INFORMATION ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM PERFORMING FINAL COORDINATION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL OTHER TRADES.

JJ. ALL MATERIALS TO BE VETTED PER DIVISION 1 SUSTAINABILITY SPECIFICATION.

KK. ALL PLUMBING PENETRATIONS THROUGH FIRE RATED ARCHITECTURAL ASSEMBLIES SHALL BE UL LISTED AND COMPLY WITH CBC 107.2.1.

GENERAL NOTES
2019 CALIFORNIA BUILDING CODE.
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA FIRE CODE

ADOPTED CITY OF CITY OF OAKLAND AMENDMENTS
2019 CALIFORNIA HEALTH AND SAFETY CODE

EAST BAY MUD WATER EFFICIENCY REQUIREMENTS

APPLICABLE CODES
XX
XX
WM-XX
BFP-XX

POINT OF CONNECTION

FLOOR DRAIN W/ ROUND GRATE

FLOOR SINK W/ GRATE

FLOOR SINK

MOP SINK

FLOOR CLEANOUT

WALL CLEANOUT

HOSE BIBB

WATER HAMMER ARRESTOR

TRAP PRIMER

WATER METER

BACKFLOW PREVENTER

THERMOSTATIC MIXING VALVE, MASTER

TEMPERATURE GAUGE

PRESSURE GAUGE

LINE BREAK

PIPE CAP

TEMPERATURE SENSOR

FLEX CONNECTION
UNION

FLOW DIRECTION
DWV FITTING, 45° ELBOW
DWV FITTING, 90° ELBOW
DWV FITTING, 45° TEE
DWV FITTING, 90° WYE
DWV FITTING, 90° TEE

PIPE DROP

PIPE RISE

PIPE BRANCH, TOP
2-WAY CONTROL VALVE
3-WAY CONTROL VALVE

SOLENOID VALVE

BALL VALVE

BUTTERFLY VALVE

BUTTERFLY VALVE W/ OPERATOR

CHECK VALVE

CIRCUIT SETTER

GLOBE VALVE

GLOBE VALVE, ANGLE

GATE VALVE

GATE VALVE, ANGLE

PRV - WATER

PRV, LINE FEED - WATER

PRV - GAS

T&P RELIEF VALVE

DRAIN VALVE

EQUIPMENT TAG

CW COLD WATER

HW HOT WATER SUPPLY

HWR HOT WATER RETURN

SAN SANITARY SEWER

SAN GREASE WASTE

V SANITARY VENT

GW GREASE WASTE

TP TRAP PRIMER WATER
SYMBOL

CD CONDENSATE DRAIN

FW FIRE PROTECTION WATER

TAG DESCRIPTION
CW
DHW
DHWR
SAN
GW
V
GW
TP
CD
FW

SD SD STORM DRAIN

OD OD OVERFLOW DRAIN

PLUMBING SYMBOLS

PLUMBING LEGEND

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THEDETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTIONS 1616A.1.18 THROUGH 1616A.1.26 AND ASCE 7-16

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE DSA DISTRICT STRUCTURAL ENGINEER.

THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, 13.6.5.6, AND 2019 CBC, SECTIONS 1616A.1.23, 1616A.1.24, 1616A.1.25, AND 1616A.1.26.

THE BRACING AND ATTACHMETNS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS (OPM#).

COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM.

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

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM

BRACING NOTE

MEP COMPONENT ANCHORAGE NOTE

AC AIR CONDITIONING

AC ALTERNATING CURRENT

ACH AIR CHANGES PER HOUR

ACM ASBESTOS CONTAINING MATERIAL

AEE ASSOCIATION OF ENERGY ENGINEERS

AFD ADJUSTABLE FREQUENCY DRIVE

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR

CONDITIONING ENGINEERS

B BOILER

BACNET A DATA COMMUNICATION PROTOCOL FOR BUILDING

AUTOMATION AND CONTROL NETWORKS

BAS BUILDING AUTOMATION SYSTEM

BCA BUILDING COMMISSIONING ASSOCIATION

BI BACKWARD INCLINE

BI BINARY INPUT

BMS BUILDING MANAGEMENT SYSTEM

BO BINARY OUTPUT

BSLN BASELINE

BTU BRITISH THERMAL UNIT

BTUH BRTISH THERMAL UNITS / HOUR

BY BASE YEAR

CAV CONSTANT AIR VOLUME

CD COLD DECK

CDD COOLING DEGREE DAYS

CEM CERTIFIED ENERGY MANAGER

CFM CUBIC FEET PER MINUTE

CH CHILLER

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CHWR CHILLED WATER RETURN

CHWRT CHILLED WATER RETURN TEMPERATURE

CHWS CHILLED WATER SUPPLY

CHWST CHILLED WATER SUPPLY TEMPERATURE

CLF COOLING LOAD FACTOR

CLTD COOLING LOAD TEMPERATURE DIFFERENCE

COP COEFFICIENT OF PERFORMANCE

CRAC COMPUTER ROOM AIR CONDITIONER

CT COOLING TOWER

CV CONSTANT VOLUME

CVRMSE COEFFICIENT OF VARIATION OF THE ROOT MEAN SQUARE

OF THE ERROR

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWRT CONDENSER WATER RETURN TEMPERATURE

CWS CONDENSER WATER SUPPLY

CWST CONDENSER WATER SUPPLY TEMPERATURE

CY CURRENT YEAR

DA DISCHARGE AIR

DB DRY BULB

DCV DEMAND CONTROLLED VENTILATION

DD DEGREE DAY

DDC DIRECT DIGITAL CONTROL

DH DUCT HEATER

DI DIGITAL INPUT

DO DIGITAL OUTPUT

DP DEW POINT

DP DIFFERENTIAL PRESSURE

DX DIRECT EXPANSION

EAT ENTERING AIR TEMPERATURE

EC ELECTRONICALLY COMMUTATED

ECM ENERGY CONSERVATION MEASURE

ECO ENERGY CONSERVATION OPPORTUNITY

EDH ELECTRIC DUCT HEATER

EEM ENERGY EFFICIENCY MEASURE

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EH ELECTRIC HEATER

EMS ENERGY MANAGEMENT SYSTEM

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER TEMPERATURE

FC FORWARD CURVE

FCU FAN COIL UNIT

FIM FACILITY IMPROVEMENT MEASURE

FLA FULL LOAD AMPS

FMS FACILITY MANAGEMENT SYSTEM

FPM FEET PER MINUTE

FSEC FOOD SERVICE EQUIPMENT CONTRACTOR

FW FEED WATER

GPM GALLONS PER MINUTE

GUI GRAPHICAL USER INTERFACE

HDD HEATING DEGREE DAYS

HEPA HIGH EFFICIENCY PARTICULATE ARRESTING

HHV HIGHER HEATING VALUE

HHWP HEATING HOT WATER PUMP

HHWR HEATING HOT WATER RETURN

HHWS HEATING HOT WATER SUPPLY

HR HYDRONIC RETURN

HRV HEAT RECOVERY VENTILATOR

HSPF HEATING SEASONAL PERFORMANCE FACTOR

HS HYDRONIC SUPPLY

HVAC HEATING VENTILATION AND AIR CONDITIONING

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWRT HOT WATER RETURN TEMPERATURE

HWST HOT WATER SUPPLY TEMPERATURE

HX HEAT EXCHANGER

I/O INPUT OUTPUT

IAQ INDOOR AIR QUALITY

IR INFRA-RED

LAT LEAVING AIR TEMPERATURE

LHV LOWER HEATING VALUE

LL LOW LIMIT

LON LOCAL OPERATING NETWORK

LP LOW PRESSURE

LRA LOCKED ROTOR AMPS

LWBT LEAVING WET BULB TEMPERATURE

LWT LEAVING WATER TEMPERATURE

M&V MEASUREMENT AND VERIFICATION

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MCC MOTOR CONTROL CENTER

MUA MAKE-UP AIR UNIT

MX METRIX UTILITY ACCOUNTING SYSTEM

MZ MULTI-ZONE

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NO NORMALLY OPEN

NPSH NET POSITIVE SUCTION HEAD

OA OUTSIDE AIR

OAP OUTSIDE AIR PERCENTAGE

OAT OUTSIDE AIR TEMPERATURE

OWS OPERATOR WORK STATION

PE PROFESSIONAL ENGINEER

PH PRE-HEAT

PID PROPORTIONAL INTEGRAL DERIVATIVE

PRV PRESSURE RELIEF VALVE

PRV PRESSURE REDUCING VALVE

PTAC PACKAGED TERMINAL AIR CONDITIONER

RA RETURN AIR

REF REFRIGERANT (PIPING)

RF RETURN FAN

RH REHEAT

RH RELATIVE HUMIDITY

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SEER SEASONAL ENERGY EFFICIENCY RATIO

SF SUPPLY FAN

SHFG SOLAR HEAT GAIN FACTOR

SHR SENSIBLE HEAT RATIO

SP SET POINT

SP STATIC PRESSURE

T TEMPERATURE

T THERMOSTAT

TEV THERMOSTATIC EXPANSION VALVE

TOD TIME OF DAY
UC 1" UNDERCUT

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VSD VARIABLE SPEED DRIVE

VSP VARIABLE SPEED PUMP(ING)

WB WET BULB

WC WATER COLUMN

YTD YEAR TO DATE

ABBREVIATIONS

REVISIONS

SHEET TITLE

N&T JOB
NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
1624 FRANKLIN ST. SUITE 1300
OAKLAND, CA 94608
510.474.0379
2/5/2021 11:22:21 AM G:\My Drive\ACE_Drive\05_Projects\Los Altos Town Hall\03-Drawings\Revit\MP_LAH Town Hall.rvt Town Hall
Expansion

PLUMBING COVER
SHEET
26379 Fremont Rd,
Los Altos Hills, CA 94022
Los Altos Hills
22014
12/23/2020
P0.1
DESIGN

DEVELOPMENT
# DATE DESCRIPTION

PLUMBING

NUMBER NAME
P0.1 PLUMBING COVER SHEET
P0.2 PLUMBING SCHEDULE
P2.0 PLUMBING FLOOR PLAN - FOUNDATION
P2.1 PLUMBING FIRST FLOOR PLAN - GRAVITY
P2.2 PLUMBING FIRST FLOOR PLAN - PRESSURE
P8.1 PLUMBING DETAILS
2/10/2021

Page 576 of 704 ends

REVISIONS

SHEET TITLE

N&T JOB
NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL
APPROVALS DRAFT! NOT FOR CONSTRUCTION

PROJECT TITLE

PLUMBING SCHEDULE
26379 Fremont Rd,
Los Altos Hills, CA 94022
Los Altos Hills
22014
12/23/2020
P0.2
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
LV-1 BATHROOM SINK WALL HUNG AUTOMATIC FAUCET AMERICAN STANDARD LUCERNE SINGLE HOLE

SINGLE HOLE ON
RIGHT

AMERICAN STANDARD

SELECTRONIC
6053.104

SENSOR FAUCET BATTERY
POWERED 2" 1-1/2" 3/4" 3/4" 0.35 GPM 3,5
WC-1 BATHROOM TOILET WALL HUNG FLUSHOMETER AMERICAN STANDARD AFWALL MILLENIUM ELONGATED - - - 3" 2" 1" - 1.1 GPF 3 SK-1 BREAK ROOM SINK UNDER-MOUNT - KITCHEN SINK AMERICAN STANDARD

PORTSMOUTH
18SB6181600S.075
STAINLESS STEEL AMERICAN STANDARD 6114.301

SINGLE CONTROL
GOOSENECK 2" 1-1/2" 3/4" 3/4" 1.0 GPM 1-4
DF-1 DRINKING FOUNTAIN WALL HUNG ELKAY LK4409BF

BI-LEVEL WITH
BOTTLE FILLER - - - 2" 1-1/2" 3/4" - 1.0 GPM 3
NOTES:

1. PROVIDE SOLIDS TRAP, SIMILAR TO ZURN Z1180.

2. PROVIDE AERATOR.

3. FIXTURE SHALL BE ADA COMPLIANT.

4. REMOVE POPUP DRAIN.

5. METER SHALL LIMIT WATER TO A MAXIMUM 0.2 GAL PER CYLCE.

CW
(IN)
HW
(IN)
EWH-1 SK-1, LV-1 ELECTRIC POINT OF USE RHEEM RTEX-13 3/4 3/4 13 240/60/1 9 1,2 NOTES:

1. PROVIDE EXTERNAL ADJUSTABLE DIGITAL THERMOSTATIC CONTROL.

2. PROVIDE ELECTRICAL DISCONNECT.

ABOVE GRADE MAIN PIPING

BELOW GROUND

ABOVE GROUND

BELOW GROUND

EQUIPMENT CONDENSATE
13x8x4
TAG

CONNECTIONS
KW V/Hz/PHASE

MANUFACTURER
FAUCET
SERVICE TYPE MANF. MODEL

MANUFACTURER

DOMESTIC WATER HEATER

WEIGHT EACH
(LBS) NOTES

ELECTRICAL

DIMENSIONS
(HxWxD)(IN)

MODEL DESCRIPTION

PLUMBING FIXTURE SCHEDULE

TAG FIXTURE TYPE

PIPE SIZES

MAX FLOW NOTES

MODEL DESCRIPTION WASTE VENT CW HW
SINK

DOMESTIC HOT WATER

DOMESTIC COLD WATER SERVICE
AB&I / TYLER CAST IRON PIPE AND FITTINGS, NEOPRENE GASKET COUPLING WITH CORRUGATED SS. SLEEVE AND RETAINING BAND GEAR CLAMPS (OR EQUAL) COPPER FIT INDUSTRIES AND CERRO FLOW PRODUCTS COPPER TUBE, ELKHART KLEE FIT SOLDER TYPE "M" COPPER FITTINGS (OR EQUAL).

PIPING SCHEDULE
TAG
HARD DRAWN COPPER, TYPE K. WROUGHT COPPER FITTINGS, BRAZED OR THREADED HARD DRAWN COPPER, TYPE L. WROUGHT COPPER FITTINGS
AB&I / TYLER CAST IRON PIPE AND FITTINGS, NEOPRENE GASKET COUPLING WITH CORRUGATED SS. SLEEVE AND RETAINING BAND GEAR CLAMPS (OR EQUAL) SANITARY SEWER AND STORMDRAIN

SANITARY SEWER AND STORM
DRAWN

INDIRECT WASTE

MAKE MODEL
DOMESTIC COLD WATER HARD DRAWN COPPER, TYPE K. WROUGHT COPPER FITTINGS, BRAZED OR THREADED

PLUMBING PIPING DESIGN CRITERIA
DOMESTIC WATER PIPING SYSTEMS:

BASIS OF DESIGN: CPC, APPENDIX A
ASSUMPTIONS: 3PSI / 100FT PRESSURE DROP, CW VELOCITY NO TO EXCEED 6FT/SEC.

HW VELOCITY NOT TO EXCEED 4 FT/SEC.

WASTE AND VENT SYSTEMS:

BASIS OF DESIGN: CPC, CHAPTER 7
ALL PIPING AT 1/4"FT (1/8"/FT FOR 4" AND LARGER UNDERGROUND PIPE) SLOPE, UNLESS OTHERWISE NOTED.

ROOF DRAIN / STORM SYSTEMS:

BASIS OF DESIGN: CPC, CHAPTER 11
ALL PIPING AT 1/4"FT
RAINFALL RATE: 1.5"/HR ( 3"/HR FOR COMBINED SD/OD PIPING NATURAL GAS SYSTEMS:

BASIS OF DESIGN: CPC, CHAPTER 12
TOTAL DEVELOPED LENGTH: 450 FT (2PSI), 200FT (<2PSI)
2/10/2021

Page 577 of 704 ends

1 23456789 10 11 12
A
F
H I
F.4
K
ZYX
14' - 0" 13' - 0"
"ZOOM
ROOM"

EXISTING PUBLIC
ACCESS

COMPUTERS

RELOCATED TO
LOBBY
200 SF
COPY
010
RR
103
BB
CC
24' - 0"
CLERK
230
MGMNT

ANALYST
220
ADMIN
205

COUNCIL

STORAGE
140
265 SF

ADMIN /

FINANCE
150
39 SF
ADMIN
SECURE

STORAGE
021
MAIL
200
140
3"ø SAN
4"ø SAN
FCO
HD
GCO
1 2"ø SAN
3"ø SAN 3"ø SAN
2 3

REVISIONS

SHEET TITLE

N&T JOB
NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL
APPROVALS DRAFT! NOT FOR CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
1624 FRANKLIN ST. SUITE 1300
OAKLAND, CA 94608
510.474.0379
2/5/2021 11:22:22 AM G:\My Drive\ACE_Drive\05_Projects\Los Altos Town Hall\03-Drawings\Revit\MP_LAH Town Hall.rvt Town Hall
Expansion

PLUMBING FLOOR

PLAN - FOUNDATION
26379 Fremont Rd,
Los Altos Hills, CA 94022
Los Altos Hills
22014
12/23/2020
P2.0
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
1/8" = 1'-0"
1 Level 1 - Plumbing Undergound

SHEET NOTES

1. POINT OF CONNECTION TO EXISTING 4" SANITARY SEWER.

GENERAL NOTES
A. DRAWINGS ARE DIAGRAMMATIC IN NATURE. PLEASE REFER TO PROJECT

DETAILS, CONTROL DRAWINGS, SPECIFICATIONS, EQUIPMENT SCHEDULES,

AND MANUFACTURE SPECIFIC INSTALLATION MANUALS FOR ADDITIONAL REQUIREMENTS.

B. COORDINATE ROUTING WITH EXISTING CONDITIONS AND TRADES NOT SHOWN

PRIOR TO FABRICATION OR INSTALLATION OF MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING.
2/10/2021

Page 578 of 704 ends

1 23456789 10 11 12
A
F
H I
F.4
K
ZYX
14' - 0" 13' - 0"
"ZOOM
ROOM"

EXISTING PUBLIC
ACCESS

COMPUTERS

RELOCATED TO
LOBBY

RECEPTION
101

CONFERENCE
102
BREAK
120
200 SF
COPY
010

PARKS &
REC

SUPERVISOR
130
RR
103

VESTIBULE
100
FIRE

DISTRICT
110

GENERAL

MANAGER
115
BB
CC
24' - 0"
CLERK
230
MGMNT

ANALYST
220
ADMIN
205

COUNCIL

KITCHENETTE
121

STORAGE
140
265 SF

ADMIN /

FINANCE
150
39 SF
ADMIN
SECURE

STORAGE
021
MAIL
200
100
102B
110A
110
102A
120A
130
120
140
103
2"ø SAN
2"ø V
2"ø SAN
1 WCO
LV-1
WC-1
DF-1
WCO
FCO

HUB DRAIN
GCO
SK-1
2"ø V
3"ø SAN
VTR

REVISIONS

SHEET TITLE

N&T JOB
NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL
APPROVALS DRAFT! NOT FOR CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
1624 FRANKLIN ST. SUITE 1300
OAKLAND, CA 94608
510.474.0379
2/5/2021 11:22:23 AM G:\My Drive\ACE_Drive\05_Projects\Los Altos Town Hall\03-Drawings\Revit\MP_LAH Town Hall.rvt Town Hall
Expansion

PLUMBING FIRST

FLOOR PLAN - GRAVITY
26379 Fremont Rd,
Los Altos Hills, CA 94022
Los Altos Hills
22014
12/23/2020
P2.1
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
1/8" = 1'-0"
1 Level 1 - Plumbing Above Grade Gravity

SHEET NOTES

1. DEMO EXISTING DRINKING FOUNTAIN IN THIS AREA, REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING DRINKING FOUNTAIN LOCATIONS. CAP EXISTING SANITARY SEWER EXISTING DRINKING FOUNTAIN.

GENERAL NOTES
A. DRAWINGS ARE DIAGRAMMATIC IN NATURE. PLEASE REFER TO PROJECT DETAILS, CONTROL

DRAWINGS, SPECIFICATIONS, EQUIPMENT SCHEDULES, AND MANUFACTURE SPECIFIC INSTALLATION MANUALS FOR ADDITIONAL REQUIREMENTS.

B. COORDINATE ROUTING WITH EXISTING CONDITIONS AND TRADES NOT SHOWN PRIOR TO FABRICATION OR INSTALLATION OF MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 2/10/2021

Page 579 of 704 ends

1 23456789 10 11 12
A
F
H I
F.4
K
ZYX
14' - 0" 13' - 0"
"ZOOM
ROOM"

EXISTING PUBLIC
ACCESS

COMPUTERS

RELOCATED TO
LOBBY
BB
CC
24' - 0"
1 EWH 1 1/2"ø CW 1"ø CW
1 1/2"ø CW
1 LV-1
WC-1
DF-1
WCO

HUB DRAIN
SK-1 1"ø CW 3/4"ø CW 3/4"ø HW 2
3 KITCHENETTE
121
BREAK
120
CLERK
230
MGMNT

ANALYST
220
ADMIN
205

COUNCIL
201
MAIL
200

STORAGE
140

PARKS & REC

SUPERVISOR
130

RECEPTION
101

VESTIBULE
100

CONFERENCE
102

GENERAL

MANAGER
115

FIRE DISTRICT
110
DF-1
4 5

REVISIONS

SHEET TITLE

N&T JOB
NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL
APPROVALS DRAFT! NOT FOR CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
1624 FRANKLIN ST. SUITE 1300
OAKLAND, CA 94608
510.474.0379
2/5/2021 11:22:24 AM G:\My Drive\ACE_Drive\05_Projects\Los Altos Town Hall\03-Drawings\Revit\MP_LAH Town Hall.rvt Town Hall
Expansion

PLUMBING FIRST

FLOOR PLAN -

PRESSURE
26379 Fremont Rd,
Los Altos Hills, CA 94022
Los Altos Hills
22014
12/23/2020
P2.2
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
1/8" = 1'-0"
1 Level 1 - Plumbing Above Grade Pressure

SHEET NOTES

1. POINT OF CONNECTION TO EXISTING 2" DOMESTIC WATER SUPPLY.

2. 3/4" CW AND 3/4" HW DROP TO SK-1 AND DISHWASHER.

3. CW DOWN TO DF-1.

4. DEMO EXISTING DRINKING FOUNTAIN IN THIS AREA, REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING DRINKING FOUNTAIN LOCATIONS.

CAP EXISTING DOMESTIC WATER SUPPLY SERVING EXISTING DRINKING FOUNTAIN.

5. DEMO EXISTING OUTDOOR DRINKING FOUNTAIN IN THIS AREA, REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING DRINKING FOUNTAIN LOCATIONS.

CAP DOMESTIC WATER SUPPLY SERVING EXISTING EXTERIOR DRINKING FOUNTAIN.

GENERAL NOTES
A. DRAWINGS ARE DIAGRAMMATIC IN NATURE. PLEASE REFER TO PROJECT

DETAILS, CONTROL DRAWINGS, SPECIFICATIONS, EQUIPMENT SCHEDULES,

AND MANUFACTURE SPECIFIC INSTALLATION MANUALS FOR ADDITIONAL REQUIREMENTS.

B. COORDINATE ROUTING WITH EXISTING CONDITIONS AND TRADES NOT SHOWN PRIOR TO FABRICATION OR INSTALLATION OF EQUIPMENT AND PIPING. 2/10/2021

Page 580 of 704 ends

METAL COVER

HAND HOLE

CLEANOUT PLUG
SCREW

SANITARY
SEWER
PIPE

Y-BRANCH
AFF
WALL

MAY EXTEND AS WASTE OR
VENT

CAST IRON CLEANOUT TEE

FOR WALL CONSTRUCTION

REFER TO ARCHITECTURAL

DRAWINGS
12"
1/8 BEND

FLOOR SLAB

JOINT GASKET

WYE BRANCH

CLEANOUT PLUG

WITH GASKET SEAL

FINISHED FLOOR
LEVEL

SANITARY SEWER PIPE

FLOOR CLEANOUT COVER

METAL ROOF DECK, SAD
3/8" ROD EXPRESS ROOF DECK
ANCHOR, SIMILIAR TO XP25
SAMMY EXPRESS STEEL. 24"

MIN SPACING, ONE PER FLUTE
BLUE BANGER HANGER RDI-143812
ROOF DECK INSERT. 24" MIN SPACING,

ONE PER FLUTE

LOCATED ACCROSS
FLATE SECTION (TYP.)

METAL ROOF DECK, SAD
3/8"x 2" SS BOLT

LOCK NUT

OVERHANG

WILL REST ON

TOP OF PIPE
STRAINER 304

STAINLESS STEEL
2" SPRINKLER

DRAIN RISER
2" VENT
6" STANDPIPE
4"

THRUST BLOCK

SUPPORT WITH
WWF 6x6-W2.9
SCREEN DRAIN 1/2" TRAP

PRIMER WATER

BY FIRE

SPRINKLER

CONTRACTOR
4" SAN
"MIFAB"

STRAINER
SEE DETAIL "A"

ELECTRONIC

TRAPPRIMER,
3" MIN
4 2
9 3
4 4
4 1
2 3
4 5
6 7
8 9
10 CHANNEL
SQUARE WASHER (TYP.)

DETAIL SHOWN ARE SIMILAR FOR

NON-BRACED TRAPEZE PIPE HANGER
SUPPORT WITH BRACING OMITTED.

L3 x 3 x 12GA CHANNEL

LONGITUDINAL BRACE
SQUARE NUT (TYP.)
18 GAUGE x 12" LONG GALVANIZED
STEEL SHIELD OVER INSULATION (TYP.

FOR PIPE WITH INSULATION)

PIPE CLAMP, SIZE ACCORDING

TO PIPE SIZE AND WITH OR

WITHOUT INSULATION
(TYP.)
HEX NUT (TYP.)

1. NOTE:

ALL THREADED
ROD (TYP.)

ROD STIFFENER
(TYP.)

SLOTTED HEX

HEAD MACHINE
SCREW (TYP.)
ADJUSTABLE HINGE - 45° MAX
(TYP. OF 2)
L3 x 3 x 12GA CHANNEL

TRANSVERSE BRACE
(TYP.)

BEAM SPAN
1/2

ROD SIZE,
IN.
3/8
ALL PIPE SUPPORTS SHALL BE PIPING TECHNOLOGY & PRODUCTS, INC. OR EQUAL.

INSTALL ROD STIFFENER WHEN LENGTH EXCEEDS THE SCHEDULE LENGTH:
1/2 UP TO 2
KEY NOTES:
3 MAX. PIPE
SIZE, IN.
25 19
MAX. ROD

LENGTH,
IN.

PROVIDE NONMETALLIC SEPARATION BETWEEN UNINSULATED COPPER PIPING AND METAL SUPPORTS. PLASTIC COATED OR FELT LINED CLEVIS HANGER. PLASTIC COATED PIPE CLAMP.

REFER TO TYPICAL PIPE SUPPORT ATTACHMENTS DETAILS
SPACE PIPE HANGERS AND SUPPORTS PER MECHANICAL SPECIFICATION.

PROVIDE TRANSVERSE SEISMIC BRACING AT 20'-0" MAX. AND EVERY CHANGE OF DIRECTION.

PROVIDE LONGITUDINAL SEISMIC BRACING AT 40'-0" O.C. MAX., MINIMUM OF 2 REQUIRED.

BRACE ALL PIPING AND EQUIPMENT TRANSVERSELY AND LONGITUDINALLY ACCORDING

TO SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEM AND PIPING SYSTEM.

REFER TO PIPING TECHNOLOGY & PRODUCTS INC. FOR CHANNEL TYPE AND LOAD RATING BASED ON BEAM SPAN FOR UNIFORM AND CONCENTRATED LOADING.

REFER TO PIPE HANGER, TRAPEZE AND SEISMIC SUPPORT DETAILS FOR APPLICABLE CONTINUATION.
1-5/8" x 3-1/4" x 12GA

HORIZONTAL STRUT
5 2
3 4
1 1
2 3
4 5
6 6
1-1/2 "P" TRAP

WASTE POINT OF CONNECTION TO SINK TAILPIECE
1/2" DIAMETER FLEXIBLE CONNECTORS

ANGLE STOP SHUT-OFF VALVE
REFER TO P002
NOTES:

1.SERVICES MAY VARY, REFER TO
PLANS & SCHEDULES.

2.PROVIDE SHUT-OFF VALVES OR

ANGLE STOPS IN SINK CABINET

FOR ICW & IHW SUPPLY TO DESK
MOUNTED SERVICE FITTINGS.

WALL CLEANOUT.

INSTALL FIRE STOPPING MATERIAL PER MANUFACTURER'S DETAIL WHERE APPLICABLE. REFER TO ARCHITECTURAL DRAWING FOR WALL FIRE RATING.

PROVIDE 1" FLEXIBLE CONNECTION AT ALL WALL PENETRATIONS AND RISERS PER GEOTECHNICAL REPORT, PROVIDE FOR UP TO 1/2" DIFFERENTIAL SETTLEMENT.

NONHARDENING RESILIENT
SEALANT, BOTH SIDES . USE
MIN. 3/4" THICK METACAULK
1000 BY RECTORSEAL
NOTE:

2. 1.

GALVANIZED
STEEL

PIPE SLEEVE

GALVANIZED STEEL
PIPE
SLEEVE
PIPE

INSULATION
WALL

PIPE PIPE
WALL
1" SPACE PACK WITHFIBROUS

MATERIALS ALL AROUND

3. NONHARDENING RESILIENT
SEALANT, BOTH SIDES . USE
MIN. 3/4" THICK METACAULK
1000 BY RECTORSEAL

NONHARDENING RESILIENT SEALANT, (SEALED TOP
& BOTTOM TYPICAL). USE META CAULK 1000 BY
RECTOSEAL IF FIRE RATING IS REQUIRED. PIPE INSULATION

GALVANIZED STEEL PIPE
SLEEVE

NONHARDENING RESILIENT SEALANT, (SEALED
TOP & BOTTOM TYPICAL). USE META CAULK 1000
BY RECTOSEAL IF FIRE RATING IS REQUIRED.

NOTE:

3. 1.

2. 3/4" NEOPRENE PAD

STEEL SHIM (OPTIONAL)

CONCRETE FLOOR

FIBROUS MATERIAL

PACKING ALL AROUND

GALVANIZED STEEL PIPE
SLEEVE
PIPE
PIPE

STEEL PIPE RISER
CLAMP

BOLT WITH NUTS

STEEL SHIM (OPTIONAL)
3/4" NEOPRENE PAD

CONCRETE FLOOR
LEVEL 1

STEEL PIPE RISER
CLAMP

WELD PIPE TO SUPPORT

BOLT WITH NUTS
PIPE
REFER TO SPECIFICATIONS FOR INSULATED PIPE RISER SUPPORTS.

COORDINATE RISER CLAMP ORIENTATION TO BE WITHIN WALL CAVITY.

SEE SPEC SECTION 15071 FIGURE 12 FOR ADDITIONAL INFORMATION. 1" CLEARANCE AROUND PIPE
1" CLEARANCE AROUND PIPE
1" CLEARANCE AROUND
PIPE
1" CLEARANCE AROUND PIPE

4. UL 1479 SEE SHEET 1/A907.

PIPE THRU NON RATED WALL

PIPE THRU FLOOR

PAINT VENT PIPE

TO MATCH ROOF
MIN.

SANITARY WASTE VENT
#8x1-1/4"

SELF TAPPING SCREW

SET EDGES IN

HEAVY BEADS OF
SEALANT.

FLASHING

NEOPRENEN COLLAR

TIGHT FITTING
MIN.

FLASHING

TURN DOWN
1 1/2" MIN
6" 6"
VENT
CAP

REVISIONS

SHEET TITLE

N&T JOB
NUMBER

ISSUE DATE
729 Heinz Avenue
Berkeley, CA 94710
tel 510.542.2200
fax 510.542.2201
SEAL

APPROVALS
DRAFT!

NOT FOR

CONSTRUCTION

PROJECT TITLE

SHEET NUMBER
1624 FRANKLIN ST. SUITE 1300
OAKLAND, CA 94608
510.474.0379
2/5/2021 11:22:25 AM G:\My Drive\ACE_Drive\05_Projects\Los Altos Town Hall\03-Drawings\Revit\MP_LAH Town Hall.rvt Town Hall
Expansion

PLUMBING DETAILS
26379 Fremont Rd,
Los Altos Hills, CA 94022
Los Altos Hills
22014
12/23/2020
P8.1
DESIGN

DEVELOPMENT
# DATE DESCRIPTION
P8.1 NTS
1 P08 CLEANOUTS
P8.1 NTS
2 P08 CONCRETE OVER METAL DECK DETAIL
P8.1 NTS
4 P08 HUB DRAIN
P8.1 NTS
5 P08 PIPE TRAPEZE DETAIL
P8.1 NTS
6 P08 SINK DETAIL
P8.1 NTS
7 P08 TYPICAL PIPE PENETRATION
P8.1 NTS
8 P08 VENT THRU ROOF DETAIL
2/10/2021

Page 581 of 704 ends

SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION

SLAB TEMP SENSOR
C02 CO2 SENSOR

T AIR TEMP SENSOR
DSD

DUCT SMOKE DETECTOR

TRANSITION

FLARED TAKEOFF

SPIN-IN FITTING W/VD
(ROUND BRANCH TAKEOFF FROM
(RECTANGULAR DUCT)
(ROUND DUCT)
45° LATERAL TAKEOFF (ROUND/OVAL
90° TAKEOFF W/BOOT FITTING

VARIABLE ANGLE CONICAL TAKEOFF

RECTANGULAR MAIN)

DUCT) COULD BE ANY ANGLE

END CAP

RECTANGULAR MITERED ELBOW

WITH TURNING VANES

CEILING SUPPLY DIFFUSER
12 X 12 (2"INS)
8'-11" BD
AX-Y
AX-Y

WALL RETURN REGISTER
AX-Y
AX-Y
AX-Y

CEILING EXHAUST GRILLE

CEILING RETURN GRILLE

WALL SUPPLY GRILLE OR

WALL REGISTER

EXTERIOR INSULATION, DUCT
DIMENSION IS SHEET METAL O.D.

INDICATES 8'11" TO BOTTOM OF DUCT

DUCT SIZE (WIDTH X DEPTH)

FLEXIBLE CONNECTION

VOLUME DAMPER

SPLITTER DAMPER

FLEXIBLE DUCT RUNOUT TO DIFFUSER
FC
12x6
VD
STD

SUPPLY DUCT UP

SUPPLY DUCT DOWN

EXTRACTOR DAMPER

RETURN DUCT UP

EXHAUST DUCT UP

EXHAUST DUCT DOWN

RETURN DUCT DOWN

CROSS SECTION OF ROUND DUCT

DUCT ELBOW WITH TURNING VANES

DUCT ELBOW WITHOUT TURNING VANES
ED

HVAC LEGEND AND SYMBOLS
T
DSD
8'-11" BD
AX-Y
AX-Y
AX-Y
AX-Y
AX-Y
FC
12x6
VD
STD
ED
12 X 6

ACOUSTICAL LINING, DUCT
DIMENSION IS SHEET METAL O.D.
16 X 16 (2"L)
TS

THERMOSTAT /

TEMP GAUGE
T

PT PRESSURE GAUGE

CEILING FAN SPEED

CONTROLLER
CFT

FS FLOW SWITCH

WAT WINDOW ACTUATOR

DSD DUCT SMOKE DETECTOR

OCC OCCUPANCY SENSOR

AIRFLOW MONITORING

STATION
AF

WS WEATHER STATION

AC AIR CONDITIONING

AC ALTERNATING CURRENT

ACH AIR CHANGES PER HOUR

ACM ASBESTOS CONTAINING MATERIAL

AEE ASSOCIATION OF ENERGY ENGINEERS

AFD ADJUSTABLE FREQUENCY DRIVE

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR

CONDITIONING ENGINEERS

B BOILER

BACNET A DATA COMMUNICATION PROTOCOL FOR BUILDING

AUTOMATION AND CONTROL NETWORKS

BAS BUILDING AUTOMATION SYSTEM

BCA BUILDING COMMISSIONING ASSOCIATION

BI BACKWARD INCLINE

BI BINARY INPUT

BMS BUILDING MANAGEMENT SYSTEM

BO BINARY OUTPUT

BSLN BASELINE

BTU BRITISH THERMAL UNIT

BTUH BRTISH THERMAL UNITS / HOUR

BY BASE YEAR

CAV CONSTANT AIR VOLUME

CD COLD DECK

CDD COOLING DEGREE DAYS

CEM CERTIFIED ENERGY MANAGER

CFM CUBIC FEET PER MINUTE

CH CHILLER

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CHWR CHILLED WATER RETURN

CHWRT CHILLED WATER RETURN TEMPERATURE

CHWS CHILLED WATER SUPPLY

CHWST CHILLED WATER SUPPLY TEMPERATURE

CLF COOLING LOAD FACTOR

CLTD COOLING LOAD TEMPERATURE DIFFERENCE

COP COEFFICIENT OF PERFORMANCE

CRAC COMPUTER ROOM AIR CONDITIONER

CT COOLING TOWER

CV CONSTANT VOLUME

CVRMSE COEFFICIENT OF VARIATION OF THE ROOT MEAN SQUARE

OF THE ERROR

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWRT CONDENSER WATER RETURN TEMPERATURE

CWS CONDENSER WATER SUPPLY

CWST CONDENSER WATER SUPPLY TEMPERATURE

CY CURRENT YEAR

DA DISCHARGE AIR

DB DRY BULB

DCV DEMAND CONTROLLED VENTILATION

DD DEGREE DAY

DDC DIRECT DIGITAL CONTROL

DH DUCT HEATER

DI DIGITAL INPUT

DO DIGITAL OUTPUT

DP DEW POINT

DP DIFFERENTIAL PRESSURE

DX DIRECT EXPANSION

EAT ENTERING AIR TEMPERATURE

EC ELECTRONICALLY COMMUTATED

ECM ENERGY CONSERVATION MEASURE

ECO ENERGY CONSERVATION OPPORTUNITY

EDH ELECTRIC DUCT HEATER

EEM ENERGY EFFICIENCY MEASURE

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EH ELECTRIC HEATER

EMS ENERGY MANAGEMENT SYSTEM

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER TEMPERATURE

FC FORWARD CURVE

FCU FAN COIL UNIT

FIM FACILITY IMPROVEMENT MEASURE

FLA FULL LOAD AMPS

FMS FACILITY MANAGEMENT SYSTEM

FPM FEET PER MINUTE

FSEC FOOD SERVICE EQUIPMENT CONTRACTOR

FW FEED WATER

GPM GALLONS PER MINUTE

GUI GRAPHICAL USER INTERFACE

HDD HEATING DEGREE DAYS

HEPA HIGH EFFICIENCY PARTICULATE ARRESTING

HHV HIGHER HEATING VALUE

HHWP HEATING HOT WATER PUMP

HHWR HEATING HOT WATER RETURN

HHWS HEATING HOT WATER SUPPLY

HR HYDRONIC RETURN

HRV HEAT RECOVERY VENTILATOR

HSPF HEATING SEASONAL PERFORMANCE FACTOR

HS HYDRONIC SUPPLY

HVAC HEATING VENTILATION AND AIR CONDITIONING

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWRT HOT WATER RETURN TEMPERATURE

HWST HOT WATER SUPPLY TEMPERATURE

HX HEAT EXCHANGER

I/O INPUT OUTPUT

IAQ INDOOR AIR QUALITY

IR INFRA-RED

LAT LEAVING AIR TEMPERATURE

LHV LOWER HEATING VALUE

LL LOW LIMIT

LON LOCAL OPERATING NETWORK

LP LOW PRESSURE

LRA LOCKED ROTOR AMPS

LWBT LEAVING WET BULB TEMPERATURE

LWT LEAVING WATER TEMPERATURE

M&V MEASUREMENT AND VERIFICATION

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MCC MOTOR CONTROL CENTER

MUA MAKE-UP AIR UNIT

MX METRIX UTILITY ACCOUNTING SYSTEM

MZ MULTI-ZONE

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NO NORMALLY OPEN

NPSH NET POSITIVE SUCTION HEAD

OA OUTSIDE AIR

OAP OUTSIDE AIR PERCENTAGE

OAT OUTSIDE AIR TEMPERATURE

OWS OPERATOR WORK STATION

PE PROFESSIONAL ENGINEER

PH PRE-HEAT

PID PROPORTIONAL INTEGRAL DERIVATIVE

PRV PRESSURE RELIEF VALVE

PRV PRESSURE REDUCING VALVE

PTAC PACKAGED TERMINAL AIR CONDITIONER

RA RETURN AIR

REF REFRIGERANT (PIPING)

RF RETURN FAN

RH REHEAT

RH RELATIVE HUMIDITY

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SEER SEASONAL ENERGY EFFICIENCY RATIO

SF SUPPLY FAN

SHFG SOLAR HEAT GAIN FACTOR

SHR SENSIBLE HEAT RATIO

SP SET POINT

SP STATIC PRESSURE

T TEMPERATURE

T THERMOSTAT

TEV THERMOSTATIC EXPANSION VALVE

TOD TIME OF DAY
UC 1" UNDERCUT

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VSD VARIABLE SPEED DRIVE

VSP VARIABLE SPEED PUMP(ING)

WB WET BULB

WC WATER COLUMN

YTD YEAR TO DATE

ABBREVIATIONS

APPLICABLE CODES
2019 CALIFORNIA BUILDING CODE.
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ENERGY CODE
2016 CALIFORNIA FIRE CODE

ADOPTED CITY OF CITY OF OAKLAND AMENDMENTS