Receipt of the Piedmont Community Pool Design Development Package and Consideration of 1) Approval of Design Modifications to the Recreation Pool; and 2) Authorization for Staff and ELS to Advance to Construction Documents Phase - SUPPLEMENTAL — Piedmont City Council, May 2, 2022 (part 1 of 2)

City of Piedmont

SUPPLEMENTAL COUNCIL AGENDA REPORT
DATE: May 2, 2022
TO: Mayor and Council
FROM: Sara Lillevand, City Administrator
SUBJECT: Receipt of the Piedmont Community Pool Design Development Package and Consideration of 1) Approval of Design Modifications to the Recreation Pool; and 2) Authorization for Staff and ELS to Advance to Construction Documents Phase

BACKGROUND
On April 30, 2022, the City received the 100% Design Development (DD) package for the Piedmont Community Pool Project from ELS Architecture & Urban Design.

The design reflected in this DD package was the result of proposed modifications approved by the City Council at its March 21, 2022 and April 4, 2022 meetings and includes the following changes to the schematic design:

Pool Modifications:
• Reduction in size of the Recreation Pool
o Modified length of the three Recreation Pool lap lanes from 25 yards to 20 yards o Substantial reduction in the size of the zero-depth entry area • All-electric pool heating was included in DD at the direction of City Council on April 4, 2022
The competition pool remains as it has been designed, a 27-meter x 25-yard with notches for floating water polo goals and a depth profile ranging from 6.5 feet to 12 feet.

Building Modifications:
• Elimination of the majority of the second story of the building. o The area paralleling the tennis court was redesigned as a rooftop pavilion to support outdoor programming as well as community gatherings. Overhead trellis will provide area for photovoltaic-thermal panels (PVT’s) and photovoltaic panels (PV’s).
o The roof deck paralleling Bonita Avenue will provide area for mechanical equipment as well as PV panels.
o The “Pavilion” level will be accessible from Bonita Avenue and the tennis courts, but would not have internal access to the lower level.
o Two multi-stall restrooms and a storage area were retained on the Pavilion level. • Elevator/Stairway: With the elimination of the second story, the planned elevator and stairway were eliminated, thus making the lobby of the Community Pool Building significantly smaller and shortening the leg of the building paralleling Bonita Ave. • Poolside Room: The indoor space at deck level which could be used for classes, camps, birthday and school parties as well as regular lifeguard and staff training was included in DD package and will be included in the bid package but will be constructed only if bids received fall within the project budget.
• Gender Neutral Changing Spaces: Reduced in size from conceptual design but maintained two family restrooms/changing areas.

The competition pool remains as it has been designed, a 27 meter x 25 yard with notches for floating water polo goals and a depth profile ranging from 6.5 feet to 12 feet.

Lighting at the Competition Pool
The DD package includes four (4) 15’ high poles, shielded fixtures, with an avg 7.27 footcandles (fc) on the water surface and 8.0 fc on deck. This lighting level provides ample light for early morning and evening swimming but does not provide the lighting levels required for water polo use. As an additive alternate, the DD package include four (4) 30’ high poles, with lighting fixtures that provide an average 30 fc on the water surface and would allow for evening water polo practice. The upgrade to 30 fc lighting would cost approximately $15,000. This decision does not need to be made for several months and may benefit from Pool Advisory Committee consideration.

COMMUNITY POOL ADVISORY COMMITTEE RECOMMENDATION
As noted in the primary agenda report for this item, pursuant to City Council direction, the Community Pool Advisory Committee (PAC) met on April 26, 2022 to discuss the length of the lap lanes in the recreation pool. The PAC recommended that the lap lanes be reverted to 25 yards and that the stairs be rotated 90 degrees so as to be away from the lap lanes. These changes are not reflected in the DD package in front of Council this evening, but should the DD package be approved, the changes will be incorporated in Construction Documents.

DESIGN DEVELOPMENT COST ESTIMATE
Updated cost estimates were generated as part of DD package. Comparison cost estimates for March 21st and March 31st are also shown for reference.

Agenda Report Page 2
Construction Cost
Estimate (Hard Costs) 03/21/2022 03/31/2022 04/30/2022
Building $14,600,000 $9,100,000 $10,330,000*
Swimming Pools & Decks $6,200,000 $6,100,000 $6,350,000 Site Improvements $4,200,000 $4,200,000 $3,725,000
All-Electric Differential n/a n/a $500,000
Total** $25,000,000 $19,400,000 $20,905,000

Target Hard Cost
Construction Budget $19,000,000 $19,000,000 $19,000,000

Gap $6,000,000 $400,000 $1,950,000
Additional
Considerations
25 yard lap lanes included
above n/a
$275,000 Additional 300 sq ft of
zero beach entry area
included
above n/a
Total Funding Gap $2,225,000
*The 4/30/2022 includes the poolside room and two family changing rooms ** Includes the following mark-ups:

Bonds & Insurance 3.00%
General Conditions 9.00%
Contractor’s O&P 4.50%
Remaining Design Contingency for CD’s 5.00%
Cost Escalation 11.42%

OTHER FUNDING OPPORTUNITIES
The gap between the hard target construciton budget and the estimated project cost is significant.

Staff believes, however, that it is possible to close this gap with fundraising activities, grant monies, electricifcation incentives, and potential state budget allocation. The Piemdont Recreactional Facilities Organizaiton (PRFO) has indicated its willingness to support a fundraining effort for the community pool project. In addition, councilmembers and staff have met with the California State Energy Commission, East Bay Community Energy, as well as Senator Nancy Skinner and Assemblymember Buffy Wicks in an effort to secure additional funding for this cutting edge electrification project. PRFO, with support from staff plans to form a community pool fundraisng committee to develop and implement a strategy to raise funds targeted at maintaing the poolside room, the Recreation Pool enhancements, and a Competition Agenda Report Page 3
Pool that is water polo compliant. Staff will also consider how best to invite the community to support electrification through provate donations.

ATTACHMENT
A Design Development Package
Agenda Report Page 4
100% DESIGN DEVELOPMENT

CITY OF PIEDMONT

PIEDMONT COMMUNITY POOL
777 MAGNOLIA AVENUE PIEDMONT, CA 94611
120 VISTA AVENUE PIEDMONT, CA 94611
APRIL 30, 2022
PROJECT NUMBER: 202115

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 5

GENERAL NOTES

SYMBOLS LEGEND

ABBREVIATIONS PROJECT LOCATION

SHEET INDEX

1. The Contractor shall carefully study and compare the Contract Documents with each other and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable costs for correction.

2. Where new construction abuts existing construction to remain, all conditions affecting work progress and conformance to plans and specifications shall be verified by Contractor prior to start of work.

3. Written dimensions take precedence over scaled measurements. Where discrepancies in dimensions occur they shall be reported to the Architect for resolution.

4. All work and materials shall be in accord with the latest rules and regulations of all applicable state and/or local codes, laws, ordinances, statutes and regulations. Nothing in the drawings or specifications shall be construed as requiring or permitting work contrary to these rules, regulations, and codes.

5. The drawings indicate locations, dimensions, and typical details of construction. The drawings do not illustrate every condition; work not expressly detailed shall be of construction similar to parts that are detailed. Where discrepancies occur, they shall be reported to the Architect for resolution.

6. Site boundary lines, boundary dimensions, boundary declinations, and existing grades are based upon the survey drawing.

The Contractor shall be deemed to have inspected the site and satisfied himself as to actual grades, levels, dimensions, and declinations and the true conditions under which the work is to be performed.

7. Masonry dimensions are given to the nominal face of masonry.

Dimensions are to be face of finish unless otherwise noted. Do not scale the drawings. Lay out work following written dimensions. If written dimensions are lacking, notify the Architect at once. If no locating dimensions are shown, door openings are located by the door details.

8. Dimensions and elevations on these drawings refer to building datum, unless otherwise noted.

9. The Contractor shall visit the site and verify all existing conditions before bidding.

HDWD. HARDWOOD
ENAM. ENAMELED
CAB. CABINET
CEM. PLAS.

CLKG.

C.O.

CLO.

C.J.

CH.

CER.

C.J.

CLG.

C.I.

CEM.

C.B.

CAULKING
CLEAN_OUT
CLOSET

CONSTRUCTION JOINT

COAT HOOK

CONTROL JOINT

CEILING

CAST IRON

CERAMIC

CEMENT PLASTER
CEMENT

CATCH BASIN
EXPO.

EXT.

EXP.

E.W.

E.W.C.

EQUIP.

EQ.

E.P.

ENCL.
(E)

EXPOSED

EXTERIOR

EXPANSION

ELECTRIC WATER COOLER

ELECTRICAL PANEL

EQUIPMENT

EACH WAY

EXISTING

ENCLOSURE
EQUAL

INTERMEDIATE

INTERIOR

INSULATION

INSIDE DIAMETER (DIMENSION)

HORIZONTAL

HOLLOW METAL

HARDWARE
INTERM.

INT.

INSUL.

I.D.

HR.

HT.

HORIZ.

H.M.

HDWE.

HOUR
HEIGHT
ADJ. ADJUSTABLE, ADJACENT
B.O.

BOT.

B.U.R.

B.O.C.

B.R.

B.S.

BLW.

BM.

BLKG.

BLK.

BLDG.

BITUM.

BD.

BOTTOM OF

BOTTOM OF CURB

BUILT-UP ROOFING
BOTTOM

BOTTOM OR RISER

BOTTOM OF SILL
BELOW

BLOCKING

BUILDING

BITUMINOUS
BOARD
BEAM
BLOCK
APPROX.

ASPH.

BTW.

BSMT.

BC
A.T.

ALT.

ARCH.

A.P.

ALUM.

AGGR.

A.F.F.

ASPHALT

BETWEEN

BASEMENT

BOTTOM OF CURB

ASHTRAY

ARCHITECT

APPROXIMATE

ACCESS PANEL

ALTERNATE

ALUMINUM

AGGREGATE

ABOVE FINISH FLOOR
ACOUS.

A.D.

A/C
A.B.

A.C.

ABV.
(E)
(N)
#
∅T

ANCHOR BOLT

AREA DRAIN

ACOUSTICAL

AIR CONDITIONING

ASPHALTIC CONCRETE
ABOVE

EXISTING

POUND, NUMBER

PERPENDICULAR

DIAMETER, ROUND
NEW
CL
@
&
PL
d

CENTERLINE

PROPERTY LINE

PENNY (NAIL)
AT
ANGLE
AND
F.S. FLOOR SINK
D.C. TYPE 1 (ETC.) DECK COATING TYPE 1 (ETC.)

DOUGLAS FIR, DRINKING FOUNTAIN
D.S. DAVIT SOCKET
E.F.

E.F.S.

E.I.F.S.

EMER.

ELEV.

ELECT.

E.J.

EL.

E.B.

D.S.P.

EA.

EXHAUST FAN
EXTER. FINISH SYSTEM
EXTER. INSUL. & FIN. SYST.

EXPANSION JOINT

ELECTRICAL

EMERGENCY

ELEVATOR

ELEVATION

EXPANSION BOLT
EACH
EAST

DRY STANDPIPE
DIM.

D.W.P.

DWR.

DWG.

DR.

D.O.

DN.

DISP.

D.D
DIAG.

DIAM.

D.F.

DET.

DEPT.

DEMO.

DIMENSION

DESIGN WORKING POINT
DOOR
DRAWER

DRAWING

DOOR OPENING

DISPENSER
DOWN
DETAIL

DIAGONAL

DIAMETER

DECK DRAIN

DEPARTMENT

DEMOLISH
G.F.R.C. GLASS FIBER REINF. CONC.

HOLLOW CORE

HANDICAPPED

HOSE BIBB

HAND RAIL

GLASS REINFORCED GYPSUM
GROUND
H.B.

HDR.

H.C.

HC.

H.R.

HEADER
HIGH
G.R.G.

GYP.

GR.

GND.

GL.

GYPSUM
GRADE
GLASS

GROUND FAULT INTERRUPTER

GALVANIZED IRON

GYPSUM WALL BOARD

GRAB BAR

GALVANIZED

FURRING

FOUNDATION

FOOTING

FOOT, FEET
G.B.

G.F.I.

G.I.

GWB.

GALV.

GA. GAUGE
FURR.

FUT.

FND.

FTG.

FT.

FUTURE
CUSP.

DBL.

C.T.

CTR.

CPT.

CNTR.

CTSK.

CORR.

CONT.

CONST.

DOUBLE
DEEP

CUSPIDOR
CENTER
CARPET

COUNTER

COUNTERSINK

CERAMIC TILE

CORRIDOR

CONTINUOUS

CONSTRUCTION
CONN.

C.M.U.

CONC.

COMP.

COL.

CLR.

CONCRETE MASONRY UNIT

CONNECTION

CONCRETE

COMPOSITION
COLUMN
CLEAR

FACE OF

FIRE SPRINKLER RISER

FRAMING

FIREPROOF

FACE OF STUDS

FACE OF FINISH

FACE OF CONCRETE

FLUORESCENT

FLASHING

FIRE HOSE CABINET

FINISH FLOOR

FIRE HYDRANT
F.S.R.

FRMG.

FPRF.

F.O.

F.O.S.

F.O.F.

F.O.C.

FLUOR.

FLASH.

FLR.

FIXT.

FIN.

F.H.C.

F.F.

F.H.

FLOOR

FIXTURE
FINISH

FOOTBOARD

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN

FIRE ALARM
F.E.C.

F.E.

FDN.

F.D.

F.B.

F.A.

OD OVERFLOW DRAIN
W.I. WROUGHT IRON
WP. TYPE 1 (ETC.)
S.P.R.

S.N.R.

S.N.D.

S.M.D.

S.H.V.C.

CONTRACTOR INSTALLED

PLANTER DRAIN

PARTICLE BOARD

POLE AND SHELF

OWNER FURNISHED

OUTSIDE DIAMETER
PLUMB.

P.D.

PART'N.

P.B.

P & SH.

PLUMBING

PARTITION
OFF.

OPP.

OPNG.

O.H.

O.F.C.I.

O.D.

OFFICE

OPPOSITE

OPENING

OVERHEAD
S.S.D.

S.S.

SQ.

SPEC.

S.L.D.

S.M.

SIM.

SHT.

SHR.

SEE LANDSCAPE DRAWINGS

SEE STRUCTURAL DRAWINGS

SQUARE FOOT, SQUARE FEET

SINGLE-PLY ROOFING

SANITARY NAPKIN RECEPTACLE

SANITARY NAPKIN DISPENSER
SEE MECH. DRAWINGS

SURFACE MOUNTED HOSE

STAINLESS STEEL
SQUARE

SPECIFICATION

VALVE CABINET

SHEET METAL

SIMILAR
SHEET
SHOWER
W.S.

W.W.F.

WT.

WSCT.

W/O
WR
WP.

W.F.

W.O.

WD.

WATERPROOFING TYPE 1 (ETC.)

WOOD SCREW

WELDED WIRE FABRIC
WEIGHT

WAINSCOT

WIDE FLANGE

WHERE OCCURS

WATER RESISTANT

WATERPROOF

WITHOUT
WOOD
T. & G.
r. RADIUS
MACH. MACHINE
S.C.D.

R.W.L.

RDWD.

RESIL.

REQ'D
REINF.

REFER.

MUL. MULLION

NOT TO SCALE

NOT IN CONTRACT
NOM. NOMINAL
O.C.

OBSC.

O.A.

N.T.S.

ON CENTER

OBSCURE

OVERALL
(N)
NO.

N.I.C.

NEW
NUMBER
NORTH
SH.

S.E.D.

SECT.

S.D.

SCH.

S.C.

R.B.

R.O.

RM.

METAL SIDING

METAL TOILET PARTITION

MASONRY OPENING

MISCELLANEOUS

MANUFACTURER

MEDICINE CABINET

MACHINE BOLT
MIN. MINIMUM
MTD.

MTL.

MTP.

MTL.

M.O.

MISC.

MIR.

MOUNTED
METAL
MIRROR
MECH.

MH.

MFR.

MEMB.

M.C.

M.B.

MAX.

MECHANICAL

MANHOLE

MEMBRANE

MAXIMUM
REV.

RET.

REF.

RGTR.

R.D.
(R)
R.

U.O.N.

SEE ELECTRICAL DRAWINGS

SEAT COVER DISPENSER

RAIN WATER LEADER
SHELF

SECTION

SOAP DISPENSER

SCHEDULE

SOLID CORE
SOUTH

RUBBER BASE

REDWOOD

ROUGH OPENING
ROOM
V.I.F.

W
W.C.

W/
W.

VEST.

VERT.

V.T.

UR.

REQUIRED

REVISION, REVISED

RETAINING

RESILIENT

REINFORCED

REFRIGERATOR

REFERENCE

ROOF DRAIN
REMOVE
RISER
TRANSF.

UNF.

TYP.

T.O.W.

T.O.B.

T.O.C
T.P.D.

T.O.S.

T.O.

THR.

THK.

PTN, PART.

PLYWD.

P. LAM.

PREFAB.

PRCST.

LT.

LOC.

LKR.

LIGHT
LONG

LOCATION
LOCKER
LAV.

LAM.

L.B.

KIT.

LAVATORY

LAMINATE

LAG BOLT

KITCHEN
Q.T.

P.T.R.

PTD
PT.

PR.

PTP

JOIST HANGER
JT.

J.H.

JST.

JAN.

JOINT
JOIST

JANITOR
PLAS.

PL.

PTDF

PAPER TOWEL RECPTACLE

PLASTIC TOILET PARTITION

QUARRY TILE

PARTITION

PAINTED

POINT, POINT
PAIR

PLYWOOD
TER.

TEL.

TEMP.

T.D.

T.O.C.

T.C.

T.B.

SYM.

S.V.

SAT
SUSP.

PRESSURE TREATED DOUGLAS FIR

PLASTER

PLASTIC LAMINATE
PLATE

PRE-FABRICATED

PRECAST
STRUCT.

STOR.

STL.

STD,
STA.

S. SK.

TONGUE AND GROOVE

UNLESS OTHERWISE NOTED

VERIFY IN FIELD

WATER CLOSET
WIDE
WITH
WEST

VESTIBULE

VERTICAL

VINYL TILE
URINAL

TOILET PAPER DISPENSER

TRANSFORMER

UNFINISHED

TYPICAL

TOP OF WALL

TOP OF BENCH

TOP OF CONCRETE
TOP OF

TOP OF STRUCTURE

THRESHOLD
THICK

SUSPENDED ACOUSTICAL TILE

TERRAZZO

TEMPERED

TELEPHONE

TIE DOWN

TOP OF CONCRETE

TOP OF CURB

TOWEL BAR

SYMMETRICAL

SHEET VINYL

SUSPENDED

STRUCTURAL

STORAGE

STANDARD

STATION

SERVICE SINK
STEEL
CW. CURTAIN WALL

ROOM KEY

SECTION KEY SHEET NOTE

DETAIL PLAN KEY

EXTERIOR ELEVATION

INTERIOR ELEVATION

DRAWING TITLE

GRID LINE REFERENCE
SCALE
TITLE

ELEVATION TARGET

DOOR NUMBER
3 GRID
W - #
L - # LOUVER TYPE
T

TEMPERED AND/OR

LAMINATED GLASS
#
123

ROOM ROOM NAME
ROOM #
P - #
SCALE: 1" = 4'-0"
0 2' 4' 8'

GRAPHIC SCALE
GRID

SPOT ELEVATION
1 DRAWING REVISION

MATCHLINE
XX/A.XX
+21'-0"
VIEW
4 3
SHEET 2
1 SHEET
1 VIEW
LEVEL
0'-0"
SHEET
NO.

NO.

SHEET

DETAIL SECTION KEY
NO.

SHEET

WINDOW TYPE

PAINT TYPE
101

PARTITION TYPE
2 HR ASSEMBLY

WORK POINT
TYPE

FIRE RATING (HRS)

ACOUSTICAL
P1 1 -
1 HR ASSEMBLY

PROJECT DESCRIPTION

THE PROJECT WILL BE BUILT ON THE SITE OF THE EXISTING AQUATICS CENTER AT MAGNOLIA AVENUE AND BONITA AVENUE. THE SCOPE OF THE PROJECT INCLUDES A NEW BUILDING, COMPETITION SWIMMING POOL, AN ACTIVITY POOL, AND SITE WORK.

DEMOLITION OF THE EXISTING AQUATICS CENTER IS INCLUDED WITHIN THE PROJECT SCOPE.

DEMOLITION SCOPE INCLUDES TWO BUILDINGS, THREE SWIMMING POOLS, A PARKING LOT AND SITE WORK.

PROJECT SHALL MEET THE INTENT OF LEED SILVER CERTIFIED.

OWNER CONTACT

CITY OF PIEDMONT
120 VISTA AVENUE
PIEDMONT, CA 94611

SARA LILLEVAND, CITY ADMINISTRATOR
[email protected]
(510) 420-3040
N

DEFERRED SUBMITTALS

1. AUTOMATIC FIRE SPRINKLER SYSTEM SHOP DRAWINGS

2. DUAL PHOTOVOLTAIC / SOLAR THERMAL SYSTEM SHOP DRAWINGS

3. BUILDING AUTOMATION & MANAGEMENT SYSTEM

4. SITE SHORING SYSTEM, SSD FOR MORE INFORMATION
BONITA AVE.

HILLSIDE AVE.

MAGNOLIA AVE.

HIGHLAND AVE.

VISTA AVE.

PROJECT SITE

ADMINISTRATIVE
A000 COVER SHEET
A001 INDEX SHEET
A002 CODE ANALYSIS, GENERAL NOTES
A003 EGRESS PLAN - LEVEL 1
A004 EGRESS PLAN - LEVEL 2
A020 ACCESSIBILITY DETAILS - PUBLIC & COMMERCIAL BUILDINGS A021 ACCESSIBILITY DETAILS - PUBLIC & COMMERCIAL BUILDINGS

MECHANICAL
M001 LEGEND, SYMBOLS, GENERAL NOTES & DRAWING LIST
M201 FLOOR PLAN LEVEL 1 HVAC
M205 ROOF PLAN - HVAC
M206 HIGH ROOF PLAN - HVAC
M401 DETAILS
M402 DETAILS
M501 SCHEDULES

PLUMBING
P001 LEGEND, SYMBOLS, GENERAL NOTES & DRAWING LIST
P003 FLOOR PLAN - LEVEL 1 - PLUMBING
P201 FOUNDATION LEVEL - PLUMBING
P205 ROOF PLAN - PLUBMING
P206 HIGH ROOF PLAN - PLUMBING
P501 SCHEDULE

ELECTRICAL
E001 LEGEND, SYMBOLS, GENERAL NOTES & DRAWING LIST
E101 SITE PLAN - POWER
E102 SITE PLAN - LIGHTING
E201 FLOOR PLAN - LEVEL 1
E205 ROOF PLAN - POWER
E301 FLOOR PLAN LEVEL 1 - LIGHTING
E305 ROOF PLAN - LIGHTING
E501 SINGLE LINE DIAGRAM
E601 LIGHTING FIXTURE SCHEDULE
E602 LIGHTING CONTROL DIAGRAM
E701 DETAILS

TELECOM
T001 SYMBOLS, ABBREVATIONS, GENERAL NOTES & DRAWING LIST T101 SITE PLAN - TELECOM
T201 FLOOR PLAN - LEVEL 1 TELECOM
T205 ROOF PLAN - TELECOM
T501 TELECOM BLOCK RISER DIAGRAMS
T701 TELECOM DETAILS
T702 TELECOM DETAILS
T703 TELECOM DETAILS
T704 TELECOM DETAILS

AUDIO VISUAL
TV001 SYMBOLS, ABBREVIATIONS, GENERAL NOTES & DRAWING LIST TV201 FLOOR PLAN - LEVEL 1 AUDIO VISUAL
TV501 AUDIO VISUAL BLOCK RISER DIAGRAMS

SECURITY
TS001 SYMBOLS, ABBREVIATIONS, GENERAL NOTES & DRAWING LIST TS101 SITE PLAN - SECURITY
TS201 FLOOR PLAN - LEVEL 1 SECURITY
TS205 ROOF PLAN - SECURITY
TS501 SECURITY BLOCK RISER DIAGRAMS
TS701 SECURITY DETAILS
TS702 SECURITY DETAILS
TS703 SECURITY DETAILS

FIRE ALARM
FA001 SYMBOLS, ABBREVIATIONS, GENERAL NOTES & DRAWING LIST FA002 SITE PLAN - FIRE ALARM
FA201 FLOOR PLAN - LEVEL 1 - FIRE ALARM
FA205 ROOF PLAN - FIRE ALARM
FA501 FIRE ALARM RISER DIAGRAM
FA0701 FIRE ALARM DETAILS
FA0702 FIRE ALARM DETAILS
FA0703 FIRE ALARM DETAILS

AQUATICS
AP-1 ACTIVITY POOL LAYOUT PLAN
AP-2 ACTIVITY POOL LAYOUT PLAN
AP-3 DETAILS
AP-4 DETAILS
AP-5 DETAILS
DP-1 SWIMMING POOL/ACTIVITY POOL DECK PLAN
SP-1 SWIMMING POOL LAYOUT PLAN
SP-2 SWIMMING POOL/ACTIVITY POOL PIPING PLAN
SP-3 SWIMMING POOL/ACTIVITY POOL UNDERWATER LIGHT/TIMING PLAN SP-4 SWIMMING POOL SECTIONS
SP-5 DETAILS
SP-6 DETAILS
SP-7 DETAILS
SP-8 DETAILS
SP-9 DETAILS
CIVIL
C1.00 EXISTING CONDITIONS
C2.00 UTILITY DEMOLITION PLAN
C3.00 SITE UTILITY PLAN
C5.00 STORMWATER MANAGEMENT PLAN

LANDSCAPE
L000 EXISTING CONDITIONS AERIAL
L100 ILLUSTRATIVE SITE PLAN
L200 LAYOUT PLAN
L201 SITE SECTIONS
L202 SITE SECTIONS
L300 GRADING PLAN
L400 TREE PLAN
L500 PLANTING PLAN
L600 IRRIGATION PLAN

ARCHITECTURE
A100 DEMOLITION SITE PLAN
A101 PROPOSED OVERALL SITE PLAN
A102 SITE PLANS - UPPER & LOWER
A103 ENLARGED SITE PLANS
A201 FLOOR PLAN LEVEL 1
A202 GRADE LEVEL SLAB PLAN
A205 ROOF PLAN
A206 ROOF LEVEL SLAB PLAN
A207 HIGH ROOF PLAN
A301 EXTERIOR ELEVATIONS
A302 EXTERIOR ELEVATIONS
A303 EXTERIOR ELEVATIONS
A305 BUILDING SECTIONS
A306 BUILDING SECTIONS
A310 WALL SECTIONS
A311 WALL SECTIONS
A312 WALL SECTIONS
A313 WALL SECTIONS
A314 WALL SECTIONS
A401 ENLARGED PLANS & INTERIOR ELEVATIONS - LOCKER ROOM A402 ENLARGED PLANS & INTERIOR ELEVATIONS - LOCKER ROOM A403 ENLARGED PLANS & INTERIOR ELEVATIONS - RESTROOMS
A501 ENLARGED PLANS & INTERIOR ELEVATIONS
A502 ENLARGED PLANS & INTERIOR ELEVATIONS
A503 ENLARGED PLANS & INTERIOR ELEVATIONS
A601 REFLECTED CEILING PLAN LEVEL 1
A602 REFLECTED CEILING PLAN LEVEL 2
A701 EXTERIOR - STAIRS
A702 EXTERIOR - STAIR RAILINGS & HANDRAILS
A800 SCHEDULES - ROOM FINISHES & DOOR
A801 SIGNAGE TYPE AND DETAILS
A805 STOREFRONT SCHEDULE
A820 EXTERIOR WALL ASSEMBLY TYPES
A821 EXTERIOR DETAILS - SLATE CLADDING
A822 EXTERIOR DETAILS - WOOD COMPOSITE
A823 EXTERIOR DETAILS - CONCRETE
A830 EXTERIOR DETAILS - STOREFRONT & DOORS
A831 EXTERIOR DETAILS - DOOR AND THRESHOLD
A840 EXTERIOR DETAILS - CEMENT PLASTER
A850 EXTERIOR DETAILS - ROOF TRELLIS
A860 EXTERIOR DETAILS - ROOF DECK
A900 INTERIOR PARTITION TYPES
A901 INTERIOR PARTITION DETAILS - TYP. NON-BEARING
A902 INTERIOR PARTITION DETAILS - TYP. NON-BEARING
A903 SCHEDULE - TYPICAL NON-BEARING LIGHT GAUGE
A910 CEILING DETAILS - ACOUSTICAL
A911 CEILINGS - WOOD GRILLE
A912 CEILING - SUSPENDED GYP BOARD
A920 INTERIOR DETAILS - BASE AND FLOOR
A921 INTERIOR DETAILS - DOOR
A930 INTERIOR DETAILS - CASEWORK & MISC
A950 PROJECT IMAGES

STRUCTURAL
S0.01 GENERAL NOTES
S0.02 GENERAL NOTES
S0.03 GENERAL NOTES
S0.04 ABBREVIATIONS, SYMBOLS & SHEET LIST
S2.0.0 LEVEL 1 AND FOUNDATION PLAN
S2.0.1 ROOF LEVEL FRAMING PLAN
S2.0.2 HIGH ROOF LEVEL FRAMING PLAN
S4.0.1 SECTIONS
S5.0.1 TYPICAL CONCRETE DETAILS
S5.0.2 TYPICAL CONCRETE DETAILS
S5.0.3 FOUNDATION SCHEDULES & DETAILS
S5.1.1 CONCRETE DETAILS
S6.0.1 TYPICAL LOAD BEARING & NON-LOAD BEARING CONCRETE MASONRY UNIT (CMU)

DETAILS
S6.0.2 TYPICAL NON-LOAD BEARING CONCRETE MASONRY UNIT (CMU) DETAILS S7.0.1 TYPICAL STEEL DETAILS
S7.0.2 TYPICAL STEEL DETAILS
S7.0.3 TYPICAL METAL DECK DETAILS
S7.0.4 TYPICAL METAL DECK DETAILS
S7.0.5 STEEL COLUMN SCHEDULE & DETAILS
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

INDEX SHEET
A001
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE PIEDMONT, CA
94611

REVISION

NUMBER DATE DESCRIPTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 6

CODE ANALYSIS
Plumbing Fixture Count
Plumbing Fixture Calculation per CBC Section 3116B.2--Dept. of Public Health Size (SF)
Lap Pool - 27M x 25 YD 7015
Activity Pool
Required Fixture Count
Women
4111
Occ.
372
372
744
Load
Factor
Occ.

Load
Male Female
Men
Totals
15 15
WC
5 6
468
275
Urinals
5 /
234
138
Lavs
5 5
234
138
Showers
8 8
Drinking
Fountain
4 CALGREEN VOC LIMITS
Applicable Codes:

California Code of Regulations, Title 24, Published by the California Building Standards Commission:

Part 1, “2019 California Administrative Code” (CAC), with July 1, 2021 Supplement Part 2, “2019 California Building Code” (CBC), with July 1, 2021 Supplement Part 3, “2019 California Electrical Code” (CEC), with July 1, 2021 Supplement Part 4, “2019 California Mechanical Code” (CMC), with July 1, 2021 Supplement Part 5, “2019 California Plumbing Code” (CPC), with July 1, 2021 Supplement Part 6, “2019 California Energy Code”
Part 9, “2019 California Fire Code” (CFC), with July 1, 2021 Supplement Part 11, “2019 California Green Building Standards Code,” with July 1, 2021 Supplement Part 12, “2019 California Reference Standards Code”
2010 ADA Standards for Accessible Design, as published by the Department of Justice, September 15, 2010 CBC Chapter 3: Occupancies
A-5 Swimming Pools
A-3 Multi-Purpose Room
B Offices
S-2 Storage (no hazardous materials required for pool)
CBC Chapter 5: Occupancy Separation
Section 508.3 Nonseparated occupancies:

Different occupancies are not required to be separated as long as building area and height are based on the requirements of the most restrictive occupancy. The most restrictive occupancy is A-3, therefore if the building complies with code allowances for A-3 occupancy we can consider the building to be a nonseparated A-3 occupancy.

CBC Chapter 5: General Building Heights and Areas
The building is to be of Type VB construction and will be fully sprinklered.

The building height is two stories with a maximum height of 28'-6".

Table 602: Unrated exterior walls, fire separation distances > 30’ on all sides Chapter 9: Fire Protection Systems
Fire Area: Fire area is defined as the floor area enclosed by exterior building walls. Horizontal projections of the roof or floor above shall be included in the fire area.

Section 903.2.1.4: Group A-3 occupancies are required to have fire sprinklers when the fire area exceeds 12,000 square feet or there is an occupant load of 300 or more. Fire area exceeds 12,000 sf therefore building will be sprinklered.

CBC Chapter 10: Means of Egress
Means of egress is to be provided per the calculated occupant loads for the various occupancy groups per Table 1004.1.2. The number of exits provided are based on the calculated occupant loads per Tables 1006.3.1 and 1006.3.2(2) with 2 exits provided where there are more than 49 occupants, 3 exits for more than 500 occupants and 4 exits for more than 1,000 occupants. The egress component widths for the exterior areas such as the pool and pool deck will be calculated per CBC Sections 1005.3.1 and 1005.3.2 as unsprinklered areas. All building and pool exits will be accessible.

CBC Chapter 11B: Accessibility
The building is a public accommodation and is to be accessible per the requirements of CBC Chapter 11B.

Water slides, raised diving boards and diving platforms shall not be required to comply with these requirements or to be on an accessible route; an accessible route complying with Division 4 shall be provided to the ground- or floor-level entry points, where provided, of stairs, ladders or other means of reaching the raised elements or area Construction
Type
Most Restrictive
Occupancy
Area (SF)
Per Table 506.2
Height (Stories
and Feet)
VB A-3 6,000 [SM without area increase] 2** / 40'
Building Element Type VB
Construction
Primary Structural Frame 0 hours
CBC Chapter 6: Types of Construction
Bearing Walls - Exterior
Bearing Walls - Interior
Nonbearing Walls and Partitions - Exterior
Nonbearing Walls and Partitions - Interior
Floor Construction and Associated Secondary Members
Roof Construction and Associated Secondary Members
0 hours
0 hours
0 hours
0 hours
0 hours
0 hours
** Per Table 504.4, A-3 occupancy can be 2-stories when fully sprinklered.

An increase for frontage will be applied to increase allowable area.

Level 1
Enclosed Building Area
Covered Outdoor Area
Level 1 Total
Level 2
Enclosed Building Area
Covered Outdoor Area
Level 2 Total
Total Building Area
Building Area in Square Feet (per Section 202)
5,715
443
6,158
440
139
579
6,737
Men's Locker Room
Women's Locker Room
Provided Fixture Count
Total Fixtures 14
WC
6 4
Urinals
/
5 Lavs
4 4
Showers
7 5
4 Family Changing Rooms
Drinking
Fountain
Pool Deck
Level 2 Restrooms
2 / 2 2
/ / / 2
2 / 2 /
5 12 16 4
11 5 10 16
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

CODE ANALYSIS,

GENERAL NOTES
A002
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 7
DN
DN
DN
3'
-6''
4'
-6''
5'
-6''
6'
-6''
7'-0''
7'-0''
7'
-0''
8'-0''
9'-0''
10'-0''
11'-0''
12'-0''
12'-6''
12'
-0''
11'
-0''
10'
-0''
9'
-0''
8'
-0''
7'
-0''

PICNIC TABLE

MAGNOLIA
AVE
.

BONITA AVE.

EXISTING BUILDING
HILLSIDE AVE.
381 SF
77 PARTY ROOM
1204 SF 5

POOL MECH &

PUMP PIT
108 SF 1

LIFE GUARD
115 SF 1

FIRST AID
99 SF 1

JUICE BAR
78 SF 1

CHLORINE
99 SF 1
ACID
463 SF
31 LOBBY
92 SF 0
FAMILY

RESTROOM
93 SF 0
FAMILY

RESTROOM
688 SF
14 MEN'S LOCKER
778 SF
16 WOMEN'S LOCKER
81 SF 1

JANITOR

POOL STORAGE
2598 SF
52 ACTIVITY POOL
6949 SF
139

SWIMMING POOL
1678 SF
17 LAWN
1998 SF
20 LAWN
182

EAST TERRACED
SEATING (272.5 LF)
185

NORTH TERRACED
SEATING (277.5 LF)
1850 SF
124

LOWER POOL
DECK
111
51 1
1 7
(1/3 = 10.42' SEP. REQ'D) 31' - 2 3/4"
15 16 1
16 EXIT
EXIT
SAFE

DISPERSAL
AREA
122 SF 1

STORAGE
38 39
(1/3 = 9
.1' SEP
. REQ'D)
27'
- 4 1/8"
13' - 7 1/2"
111
250 SF 2
OFFICE
255 SF 1
ELEC / TELE.
74 SF 1

RECYCLING
70 SF 1

FIRE RISER
77 SF 1

TRASH /

ORGANICS
12' - 6 1/4" 152
EXIT
2024 SF
135

UPPER POOL
DECK
864 SF 9
LAWN

CIRCULATION

SHRUB PLANTING SHRUB PLANTING

CIRCULATION

POOL STORAGE
258 SF 3
LAWN
451/453
68"
POOL EXIT #1
305/453
68"
POOL EXIT #2
305/453
68"
POOL EXIT #3
PH
PH
PH

ASSISTED

RESCUE AREA

CIRCULATION

ACCESSORY MECHANICAL AND STORAGE AREAS

ASSEMBLY USE - LOCKER ROOMS

ASSEMBLY USE - POOL DECK (UNCONCENTRATED)

ASSEMBLY USE - STANDING SPACE

ASSEMBLY USE - UNCONCENTRATED

BUSINESS USE - GENERAL

FIXED SEATING
LAWN

SWIMMING POOL

UNOCCUPIED

ASSISTED

RESCUE AREA

KNOX BOX - SURFACE MOUNTED

KNOX KEY SWITCH
K-KB
K-KBS

PANIC HARDWARE
EXIT
200/220
36"

DOOR WIDTH
(CLEARANCE WHEN IN OPEN POSITION PER CBC 1008.1.1)

EXIT NUMBER

EXIT CAPACITY

ACTUAL NUMBER OF OCCUPANT FLOW
COMMON PATH OF EGRESS TRAVEL LIMIT (SPACES WITH 1 EXIT):

A OCCUPANCIES = 75'
B & S OCCUPANCIES = 100'
A & B OCCUPANCIES ARE PERMITTED UP TO 49 OCCUPANTS
S OCCUPANCIES ARE PERMITTED UP TO 29 OCCUPANTS
EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2):

A & S OCCUPANCIES = 250', FULLY-SPRINKLERED
B OCCUPANCY = 300', FULLY-SPRINKLERED
EGRESS WIDTH CALCULATION:

EGRESS COMPONENT OTHER THAN STAIR: OCCUPANT LOAD X 0.20 =

REQUIRED WIDTH (TENNIS COURTS)

EGRESS COMPONENT OTHER THAN STAIR, FULLY SPRINKLERED W/ VOICE ALARM COMMUNICATION SYSTEM: OCCUPANT LOAD X .15 = REQUIRED

EXIT WIDTH (INCHES)
EXIT STAIRS: OCCUPANT LOAD X 0.20 = REQUIRED EXIT WIDTH (INCHES) NOTE: OCCUPANT LOAD FACTORS ARE CALCULATED USING EXCEPTIONS UNDER 1005.3.1 (STAIRS) & 1005.3.2 (OTHER EGRESS COMPONENTS) FOR

BUILDINGS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.
100'
36"

CARD READER (ON KEY SWITCH CIRCUIT)

PATH OF TRAVEL DISTANCE TO EXIT

STAIRWAY WIDTH
PH
CR
95000
100
Name AREA NAME (SEE EGRESS SCHEDULE)

OCCUPANT LOAD

AREA (SF)

ACCESSIBLE PATH OF TRAVEL
3 TOTAL**

1. EXIT SIGNS SHALL BE LOCATED SO THAT THEY ARE READILY VISIBLE AND CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL.

2. MEANS OF EGRESS, SPECIFICALLY EXIT DISCHARGE, SHALL BE

ILLUMINATED AT ALL TIMES THE SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EGRESS PLAN -
LEVEL 1
A003
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/16" = 1'-0"
1 EGRESS PLAN - LEVEL 1
LEGEND
EGRESS SCHEDULE - LEVEL 1
ROOM NAME OCCUP. OLF AREA
OCCUP
. LOAD # EXITS

INTERIOR
POOL MECH & PUMP PIT S-2 300 GSF 1,204 SF 5 1
LIFE GUARD B 150 GSF 108 SF 1 1
FIRST AID B 150 GSF 115 SF 1 1
JUICE BAR B 150 GSF 99 SF 1 1
CHLORINE S-1 300 GSF 78 SF 1 1
ACID S-1 300 GSF 99 SF 1 1
MEN'S LOCKER B 50 GSF 688 SF 14 1
WOMEN'S LOCKER B 50 GSF 778 SF 16 1
JANITOR S-2 300 GSF 81 SF 1 1
STORAGE S-2 300 GSF 122 SF 1 1
OFFICE B 150 GSF 250 SF 2 1
ELEC / TELE. S-2 300 GSF 255 SF 1 1
RECYCLING S-2 300 GSF 74 SF 1 1
FIRE RISER S-2 300 GSF 70 SF 1 1
TRASH / ORGANICS S-2 300 GSF 77 SF 1 1
FAMILY RESTROOM B 0 N/A 92 SF 0 1
FAMILY RESTROOM B 0 N/A 93 SF 0 1
PARTY ROOM B 5 NSF 381 SF 77 1
LOBBY B 15 NSF 463 SF 31 2
INTERIOR 5,127 SF 156

EXTERIOR
ACTIVITY POOL A-5 50 GSF 2,598 SF 52
SWIMMING POOL A-5 50 GSF 6,949 SF 139
LAWN A-5 100 GSF 1,678 SF 17
LAWN A-5 100 GSF 1,998 SF 20
LOWER POOL DECK A-5 15 GSF 1,850 SF 124
UPPER POOL DECK A-5 15 GSF 2,024 SF 135
LAWN A-5 100 GSF 864 SF 9
LAWN 100 GSF 258 SF 3

EAST TERRACED
SEATING (272.5 LF)
A-5 1.5 LF 545 SF 182

NORTH TERRACED
SEATING (277.5 LF)
A-5 1.5 LF 568 SF 185
EXTERIOR 19,333 SF 866
Grand total 24,460 SF 1022

GENERAL NOTES - EGRESS
**POOL & POOL DECK OCCUPANT LOAD:
866 OCCUPANTS + 128 FROM BLDG = 994

REVISION NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 8
UP

RETNE T ON OD
PICNIC
TABLE
3'-6''
4'-6''
5'-6''
6'-6''
7'-0''
7'-0''
7'-0''
8'-0''
9'-0''
10'-0''
11'-0''
12'-0''
12'-6''
12'-0''
11'-0''
10'-0''
9'-0''
8'-0''
7'-0''
MAGNOLIA AVE.

BONITA AVE.

EXISTING BUILDING

EXISTING TENNIS COURTS
(266 TOTAL OCCUPANTS)
HILLSIDE AVE.

EXISTING RESIDENCE

EXISTING RESIDENCE
VISTA AVE.

MAIN TENNIS COURT ENTRANCE
(E) PUBLIC SIDEWALK
(E) PUBLIC SIDEWALK

POOL DECK AREA BELOW
1957 SF
392

TERRACE
133+196

ROOF TERRACE
EXIT #1
65" CLR

PROVIDED
(44" MIN. CLR
WIDTH @ RAMP

REQ'D PER CBC
1012.5.1)
EXIT #2
196
2785 SF
56 TENNIS COURT
42 BLEACHERS
2785 SF
56 TENNIS COURT
2785 SF
56 TENNIS COURT
2785 SF
56 TENNIS COURT
196
133+196
ROOF TERRACE EXIT #2
57" CLR PROVIDED
(44" MIN. CLR WIDTH @

RAMP REQ'D PER CBC
1012.5.1)
199/213
32"
GATE EXIT 133
RAMP
RAMP
RAMP
329/453
68"

GATE EXIT
133/213
32"

GATE EXIT
194 SF
1 STORAGE

UNOCCUPIED ROOF

CIRCULATION
183 SF
0 RESTRM
188 SF
0 RESTRM
1 ACCESSORY MECHANICAL AND STORAGE AREAS

ASSEMBLY USE - FIXED SEATING

ASSEMBLY USE - STANDING SPACE

TENNIS COURTS

UNOCCUPIED

KNOX BOX - SURFACE MOUNTED

KNOX KEY SWITCH
K-KB
K-KBS

PANIC HARDWARE
EXIT
200/220
36"

DOOR WIDTH
(CLEARANCE WHEN IN OPEN POSITION PER CBC 1008.1.1)

EXIT NUMBER

EXIT CAPACITY

ACTUAL NUMBER OF OCCUPANT FLOW
COMMON PATH OF EGRESS TRAVEL LIMIT (SPACES WITH 1 EXIT):

A OCCUPANCIES = 75'
B & S OCCUPANCIES = 100'
A & B OCCUPANCIES ARE PERMITTED UP TO 49 OCCUPANTS
S OCCUPANCIES ARE PERMITTED UP TO 29 OCCUPANTS
EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2):

A & S OCCUPANCIES = 250', FULLY-SPRINKLERED
B OCCUPANCY = 300', FULLY-SPRINKLERED
EGRESS WIDTH CALCULATION:

EGRESS COMPONENT OTHER THAN STAIR: OCCUPANT LOAD X 0.20 =

REQUIRED WIDTH (TENNIS COURTS)

EGRESS COMPONENT OTHER THAN STAIR, FULLY SPRINKLERED W/ VOICE ALARM COMMUNICATION SYSTEM: OCCUPANT LOAD X .15 = REQUIRED

BUILDINGS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.
100'
36"

CARD READER (ON KEY SWITCH CIRCUIT)

PATH OF TRAVEL DISTANCE TO EXIT

STAIRWAY WIDTH
PH
CR
95000
100
Name AREA NAME (SEE EGRESS SCHEDULE)

OCCUPANT LOAD

AREA (SF)

ACCESSIBLE PATH OF TRAVEL

1. EXIT SIGNS SHALL BE LOCATED SO THAT THEY ARE READILY VISIBLE AND CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL.

2. MEANS OF EGRESS, SPECIFICALLY EXIT DISCHARGE, SHALL BE

ILLUMINATED AT ALL TIMES THE SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EGRESS PLAN -
LEVEL 2
A004
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/16" = 1'-0" 1
EGRESS PLAN - LEVEL 2
LEGEND
EGRESS SCHEDULE - LEVEL 2
ROOM NAME OCCUP. OLF AREA
OCCUP.

LOAD # EXITS

INTERIOR
STORAGE 300 GSF 194 SF 1 1
RESTRM 0 N/A 183 SF 0
RESTRM 0 N/A 188 SF 0

EXTERIOR
TENNIS COURT A-5 50 GSF 2,785 SF 56
TENNIS COURT A-5 50 GSF 2,785 SF 56
TENNIS COURT A-5 50 GSF 2,785 SF 56
TENNIS COURT A-5 50 GSF 2,785 SF 56
BLEACHERS A-5 1.5 LF 250 SF 42
TERRACE A-3 5 NSF 1,957 SF 392 2
13,911 SF 659

GENERAL NOTES - EGRESS

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 9

TOILET TISSUE

DISPENSER

PAPER TOWEL DISPENSER & WASTE RECEPTACLE

NAPKIN GRAB BARSDISPOSAL

SEAT COVERDISPENSER

ACCESSORY KEY

ACCESSIBLE

SHOWER SEAT

SHOWER CURTAIN W/ BAR
1 2' - 6 1/4"
B.O. COUNTER
2' - 10"
T.O. COUNTER
EQ EQ
33" - 36"
5' - 6"
3' - 4" @ ACC.

ROBE HOOK

DOUBLE ROBE HOOK
MIRROR

SEE ENLARGED

PLANS/ELEVATIONS

IN SHOWER AREAS
3' - 4"
MAX. TO HIGHEST

OPERABLE PART OF
ACCESSORIES & TO B.O.

REFLECTIVE SURFACE OF
MIRROR

TOILET ACCESSORIES MOUNTING HEIGHT SCHEDULETYPICAL STALL/FIXTURE DIMENSIONS 2' - 0"
TYP.

EQ EQ
1' - 5" MAX. @ ACC.

TOILET TISSUE DISPENSER
23456789
1011121314
2 3 5 6 7 8 9
11 12
T.O. SEAT
17" - 19"
1' - 0" 4' - 0"
30" CLR.

STANDARD ANDACCESSIBLE URINALS
PHENOLICPARTITIONS, TYP.

TYP. OPEN SHOWER
NAPKIN DISPOSALSEAT COVER DISPENSERSOAP DISPENSER (COUNTER MTD.)SHOWER CURTAIN W/ BARPAPER TOWEL DISPENSER & WASTERECEPTACLEGRAB BARSACCESSIBLE SHOWER SEATDOUBLE ROBE HOOK - AT ALL SHOWER STALLS AND FAMILY CHANGING ROOMSCHANGING STATIONMIRRORFULL HEIGHT MIRROR ADJACENT TO ACCESSIBLE BENCH HIGH LOW DRINKING FOUNTAIN WITH BOTTLE FILLER 15 SOAP DISPENSER (WALL MTD.)
14 SOAP
DISP. (WALL MTD.)
2' - 6"
FLEXIBLE VINYLPIPE WRAP, TYP.
3' - 4" MAX.

TO HIGHEST

OPERABLE PART
16 HAND DRYER
7' - 0"
HANGING SHOWER CURTAINBAR ABOVE PTN.PTN.
1 15 HAND
DRYER
2' - 10"
MAX. HT.

T.O. LAV.

ACCESSIBLE
BENCH
16 ACCESSIBLE BENCH

FULL HEIGHT MIRROR

ADJACENT TO ACCESSIBLE
BENCH
8" 5' - 8"
2' - 8"
18" MIN. CLR.

F.F. TO
OUTLET
13 HIGH LOW DRINKING

FOUNTAIN WITH BOTTLE FILLER
38" - 43"
CLR.
27" MIN.

SPOUT

OUTLET FOR

STANDING

PERSONS

SPOUT OUTLET
MAX. WHEN
ABOVE LAV.
36" MAX.
35" MAX.

ABOVE F.F.

W/O LAV.
3' - 4"

CHANGING STATION
10 27" MIN.

FLUSH
ACTIVATOR @
WIDE SIDE, TYP.
3' - 0" MIN.
1' - 0" 4' - 10"
1' - 0" 4' - 10"
1' - 0" MAX. 3' - 6" MIN.
1' - 6"
SEAT
33" - 36"
T.O. G.B.

A.F.F.

ACCESSIBLE TOILET

ACCESSIBLE TOILET
STANDARD AND AMBULATORY ACCESSIBLE STALL (PER CBC 11B 604.82) PHENOLIC PARTITIONS, TYP.
31 TYP.TYP.
7 TYP.
1' - 3"
SEAT
A.F.F.
1 2
1' - 3"

BELOW GRAB BAR
1 1/2" MIN. CLR. MIN. 1' - 0"
FROM F.O. FINISH TO W.C. CL
SEAT HT. 1' - 6"

TO HIGHEST

OPERABLE PART
19" MIN.

F.F. TO
OUTLET
MIN.
2' - 0"
EQ EQ
HAND OPERATED FLUSH CONTROL44" A.F.F. MAX.

ACCESSIBLESHOWER STALL
42"
77"

AMBULATORY STALL
48" MAX.
19" MIN.

SWIMSUIT SPINNER
17 17 SWIMSUIT SPINNER
15" SEAT A.F.F.
17" - 19"
17" - 19"
2' - 0" MIN.

MAX. ACC.
17" - 19"
3' - 4"
6' - 4"

NEAREST OBSTRUCTION
ONE SIDE FOR WHEELCHAIR
CLEAR
30" MIN. 48" MIN.
17" MIN.
19" MAX.
2' - 11"
7" - 9"
7 7
EQ EQ

GRAB BAR
SHOWER HEAD ON 59" MIN. LONG FLEXIBLE HOSE
3' - 0"
15" - 16"
17" - 19"
33" - 36"
T.O. G.B.
17"
MAX.
27"
MIN.
19"
ALL

OPERABLE PARTS OF SHOWER CONTROLS
39" - 41"
MAX.
48"
17"-19" OPERABLE PART OF THE SHOWER SPRAY
TO

CENTERLINE

OF CONTROLS
SOAP DISPENSER (COUNTER MTD.)
4 1' - 0"
12"
3 FIN. FLR.

FIN. FLR.
3' - 4"
MAX. TO HIGHEST

OPERABLE PART OF
ACCESSORIES & TO B.O.

REFLECTIVE SURFACE OF
MIRROR
FIN. FLR.

CLOTHES HOOK/BUMPER
18 5' - 6"
ACC. HOOK
3' - 4" @
18 CLOTHES HOOK/BUMPER AT EA.

TOILET STALL

NEAREST OBSTRUCTION
MIN.
18"
48" MAX.
38 1/2"
@ BOTTLE FILLER

CONTROL
FIRE

EXTINGUISHER

CABINET

CARD READER, LOCAL

ALARM OR ARMING

STATION
42"
48"

LIGHT THERMOSTAT
SWITCH
36" MIN TO HORIZONTAL

OBSTRUCTIONS

ELECTRICAL

OUTLETS & DATA
PORTS
-
15" MIN LOW REACH -FORWARD APPROCH
-
48" MAX HIGH REACH

UNOBSTRUCTED
*44" MAX FORWARD REACH WHERE OBSTRUCTION IS >20" (25" MAX) FIN. FLR.

COMMON USE ELEMENT MOUNTING HEIGHTS
FIRE

EXTINGUISHER
4" MIN.
-
60" MAX. FOR ≤40 LB UNITS
42" MAX. FOR >40 LB UNITS
TYP. DIMENSIONS AND MOUNTING HEIGHTS
(CODES MAY REQUIRE OTHERS)
24"
60"36"

T-SHAPED TURNING

CLEARANCE
36"
60"
60" DIA.

TURNING AREA
30" x 48"
48" x 60"
30" X 48" WHEELCHAIR

CLEARANCE
48" X 60" CLEARANCE

IN FRONT OF TOILET
ø 5' - 0"
60"
48"
48"
30"
T-SHAPED SPACE FOR 180° TURNS
36" MIN.
12" MIN.36" MIN.12" MIN.
60" DIAMETER SPACE FOR SINGLE WHEELCHAIR
5' - 0"
5' - 0"
42" MIN.

X<48"
42" MIN.
48" MIN.
36" MIN.

X<48"
36" MIN.
60" MIN.

MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS
60" MIN.
60" OR LONGER
36" MIN.
32" MIN.
24" MAX. 48" MIN. 24" MAX.

MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIRS
48" MIN.
20" MIN.
24" MAX.
60" DIA. TURNING SPACE
2" MAX. 2 1/2" MAX.
17" MIN.
19" MAX.
18" MIN.
17" MIN.
19" MAX.

NOTE: ILLUSTRATION INDICATES REQUIRED CLEARANCES AND DOES NOT NECESSARILY REPRESENT THE MODEL TO BE INSTALLED. SEE SPECIFICATIONS. 30"X48" CLEAR FLOOR SPACE FOR WHEELCHAIR AT ONE OF THE SHORT ENDS OF THE BENCH

PLAN SECTION
(a) (b)

BENCH IS AFFIXED TO WALL ALONG LONG DIMENSION
BACK SUPPORT, 48" LONG MIN.

ACCESSIBLE
BENCH

BACK SUPPORT, IF BENCH IS NOT AFFIXED TO WALL ALONG LONG SIDE OF BENCH 48" MIN.
15" MIN
48" MAX

UNOBSTRUCTED FORWARD REACHOBSTRUCTED HIGH FORWARD REACH 44" MAX
20"-25" MAX
48" MAX
20" MAX
(a) (b)

UNOBSTRUCTED SIDE REACH

OBSTRUCTED HIGH SIDE REACH
48 MAX
15" MIN
(a) (b)
10" MAX
10" MAX
34" MAX
48" MAX
46" MAX
34" MAX
10"-24" MAX
4" MAX.
80" MIN.
27" MIN.

NOTE: ILLUSTRATION INDICATES REQUIRED CLEARANCES AND DOES NOT NECESSARILY REPRESENT THE MODEL TO BE INSTALLED. SEE SPECIFICATIONS. 36" MAX

TO SPOUT
40" TYP
38" MIN TO 43" MAX TO SPOUT
18" MIN - 19" MAX
18" MIN
16" MIN TYP.
27" MIN.

KNEE

CLEARANCE
A
S
D
E
E
P
A
S
T
H
E
F
O
U
N
T
A
NI 18" M NI . OR AT LEAST 5" MAX. 15" M
NI .

NEED TO PROJECT AT LEAST AS FAR AS DRINKING FOUNTAIN
SHEET NUMBER:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: (925) 396-7704LANDSCAPE ARCHITECT:SWA2200 Bridgeway Sausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER ENGINEERS, INC.160 Pine Street, 6th FloorSan Francisco, CA 94111P: 415.837.0700MEP / FIRE PROTECTION:GUTTMANN & BLAEVOET1620 Montgomery Street, Suite 230San Francisco, CA 94111P: 415.655.4000AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday AvenueCarlsbad, CA 92008P: 760.438.8400 SPECIFICATIONSTOPFLIGHT SPECS49 Geary Street, Suite 230San Francisco, CA 94108-5748P: 415.546.6033 PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

ACCESSIBILITY

DETAILS - PUBLIC
& COMMERCIAL

BUILDINGS
A020APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/4" = 1'-0" 1 REQUIRED CLEARANCES SHOWN 1/4" = 1'-0" 5 WHEELCHAIR TURNING RADIOUS & T-SHAPED SPACE 1/4" = 1'-0" 9 CLEAR WIDTH @ 180 DEGREE TURN 1/4" = 1'-0" 13 MIN CLEAR WIDTH OF ACCESSIBLE ROUTES 1/2" = 1'-0" 21 ACCESSIBLE BENCH DETAILS 1/4" = 1'-0" 18 FORWARD REACH REQUIREMENTS1/4" = 1'-0" 19 SIDE REACH REQUIREMENTS 20 N.T.S. LIMITS OF PROTRUDING OBJECTS
22 N.T.S. TYPICAL HIGH/LOW DRINKING FOUNTAIN

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 10

FRONT APPROACH - SWINGING DOOR
48" MIN 60" MIN

PUSH SIDE

PULL SIDE
18" MIN. AT

INTERIOR DOORS
24" MIN. AT

EXTERIOR DOORS

HINGE APPROACH - SWINGING DOOR
PULL
SIDE
PUSH
SIDE
60" MIN. 44" MIN.
48" IF

DOOR HAS
BOTH

LATCH &
CLOSER
MIN.
12"

REQD IF DOOR

HAS BOTH LATCH
& CLOSER
36" MIN.

MIN.
22"

LATCH APPROACH - SWINGING DOOR
60" MIN. 44" MIN.
48" IF

DOOR HAS
CLOSER
MIN.
24"

DIRECTION OF APPROACH, TYP
NOTES:

1. PROVIDE 36" WIDE DOORS (MIN.) WITH 32"
MIN. CLEAR OPENING AS MEASURED WITH
THE DOOR OPENED AT 90 DEGREES.

2. PROVIDE A LEVEL AND CLEAR AREA AT
MANEUVERING CLEARANCES AT DOORS.
2019 CBC FIG. 11B-404.2.4.1
PULL
SIDE
PUSH
SIDE
48" MIN.
48" MIN.
48" MIN.

PERPENDICULAR WALL

WHERE OCCURS,

SHOWN DASHED, TYP
2019 CBC 11B-404.2.6
* NOTE:

PROVIDE THIS

ADDITIONAL SPACE IF

DOOR IS EQUIPPED

WITH BOTH A LATCH

AND A CLOSER
C: BOTH DOORS OPEN IN
B: DOORS IN SERIES
A: BOTH DOORS OPEN OUT

TWO HINGED DOORS IN SERIES FOR DOORS
SERVING OTHER THAN A REQUIRED EXIT STAIRWAY * 12" MIN. * 12" MIN. * 12" MIN. 18" MIN. 18" MIN. 18" MIN.

T/ GRAB BAR
33" TO 36" AFF

FACE OF FINISH
2" MAX.
1 1/4" MIN.
3" MAX.
1 1/2" *
*NOTE - THIS IS A FIXED,

CRITICAL DIMENSION

PROVIDE GRAB BARS AND MOUNTING DEVISES THAT
MEET THE FOLLOWING STRUCTURAL CRITERIA:

1. GRAB BAR STRESS:
250-LB POINT LOAD

2. GRAB BAR SHEAR STRESS:
250-LB POINT LOAD

3. MOUNTING SHEAR STRESS:

LOAD INDUCED BY 250-LB POINT LOAD

ON GRAB BAR

4. MOUNTING TENSILE FORCE: DIRECT
TENSION INDUCED BY 250-LB LOAD
ON GRAB BAR PLUS THE MAX. MOMENT
FROM APPLICATION OF 250-LB POINT LOAD

ENSURE THAT GRAB BAR AND ADJACENT WALL AND

OTHER SURFACES ARE FREE OF ANY SHARP OR
ABRASIVE ELEMENTS. ENSURE EDGES HAVE A
MINIMUM RADIUS OF 1/8".

PROVIDE GRAB BARS THAT DO NOT ROTATE WITHIN
THEIR FITTINGS.
2019 CBC 11B-609
3" AFF 3' - 0"

SURFACE MOUNTED

DOOR ACTUATOR
6"

VERTICAL ACTUATION BAR
1"
PUSH PLATE ACTUATORS 7" - 8" AFF 30" - 44" AFF
4" MIN. 4" MIN.
4" MAX.

WALL BEYOND

SURFACE MOUNTED

DOOR ACTUATOR

WALL BEYOND

1. PROVIDE 80" HEADROOM FROM THE WALKWAY SURFACE TO ANY OVERHANGING OBSTRUCTION AT WALKS, CORRIDORS, AISLES AND PASSAGEWAYS.

2. WHERE VERTICAL CLEARANCE IS LESS THAN 80", PROVIDE A BARRIER WITH THE LEADING EDGE LOCATED 27" MAXIMUM ABOVE THE FLOOR.

3. LIMIT PROJECTING OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE WALKWAY SURFACE TO A MAXIMUM OF 4" AT WALKS, CORRIDORS, AISLES AND PASSAGEWAYS.

4. OBJECTS WITH LEADING EDGES MOUNTED AT OR BELOW 27" ABOVE THE WALKWAY SURFACE MAY PROTRUDE ANY AMOUNT INTO THE WALK SO LONG AS MINIMUM PASSAGE WIDTHS ARE MAINTAINED.

5. PROVIDE A MINIMUM 6" TALL WARNING CURB WHERE THERE ARE ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN VERTICAL DISTANCE, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY.

6. PROVIDE ROUNDED OR EASED EDGES OF A MINIMUM RADIUS OF 1/8" AT FREE-STANDING SIGNS MOUNTED ON POSTS WHERE THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80" ABOVE THE WALKWAY SURFACE, AND WHERE THE SIGN PROTRUDES FROM ITS MOUNTING POST. CLEAR MIN. 44" AT OCCUPANCY OF
10 OR MORE
36" AT OCCUPANCY OF
9 OR LESS

CONTINUOUS

PASSAGE

CORRIDOR OR OTHER CIRCULATION SPACE
CLE
A
R
32" M
NI .
4" M
AX.
24" MAX. 48" MIN. 24" MIN.

ANY DIM.

WING WALL DOWN

TO FLOOR

PROTRUDING OBJECTS

HANGING ON WALL WITH
LEADING EDGES ABOVE 27

INCHES, SEE 'HAZZARDS

AT WALKWAYS' NOTES
REF. 2019 CBC 11B-403.5

ADDITIONAL PROTECTION

NOT REQUIRED BETWEEN

WING WALLS
CLR. OPENING
36" MIN.
60" MIN. F.O.F.
36" F
O. F. .
6" MAX.
27" M
A
X.
19" M
NI .
36" X 60" CONFIGURATION
PROVIDE FLOOR SLOPES OF 2% MAX. IN

AN DIRECTION
MAX OPENING IN DRAIN COVER TO BE 1/4"
NOTES:

1. 2.
2019 CBC 11B-608

BACK / CONTROL WALL
19" MIN.
27" MAX.
16"
18"
36" M
A
X.
33" M
NI .

M
A
X. A
F
F
39" - 48"

ALL OPERABLE

PARTS OF
SHOWER

CONTROLS

GRAB BAR

CONTROL AREA
1/2" MAX.

THRESHOLD

FOLDING SEAT
30" M
NI .

M
NI .
15"
MIN.
18"
48" MIN.
32" M
NI .

ALC
O
V
E
REF 2019 CBC 11B-211, 11B-307,
11B-602 & FIG 11B-602.5
15" MIN.
5" MAX. BUBBLER

FRONT EDGE

OF FOUNTAIN
8" MIN.
27" M
NI .
36" M
A
X.
9" MIN.

TOE

CLEARANCE
6" MAX. 11" MIN.

KNEE
SPACE
18" MIN. - 19" MAX.
60" M
NI . CLR.

WC
18" M
A
X.
17" M
NI .
18" MIN.

SINK
24" MIN.
42" MIN. MAX.
12"
56" MIN.
12" MAX.

LEGEND
NOTE:

WHERE THE TOILET ROOM OR BATHING

ROOM IS FOR INDIVIDUAL USE AND A CLEAR

FLOOR SPACE COMPLYING WITH SECTION
11B-305.3 IS PROVIDED WITHIN THE ROOM

BEYOND THE ARC OF THE DOOR SWING,

DOORS SHALL BE PERMITTED TO SWING INTO

THE CLEAR FLOOR SPACE OR CLEARANCE
REQUIRED FOR ANY FIXTURE.

CBC 11B-603.2.3 EXCEPTION 2
30"X48" CLEAR FLOOR SPACE

FOR LAVATORY
30"X48" CLEAR FLOOR SPACE

OUTSIDE OF DOOR SWING
60"X48" CLEAR FLOOR SPACE

IN FRONT OF TOILET
60" DIA. TURNING CIRCLE

LOCATE FLUSH

ACTIVATION ON

WIDE SIDE
48" MIN.

WC
REF 2019 CBC 11B-604.8.1.1.3

CLR FLOOR SPACE
60" MIN.

WC
CLR. FLOOR SPACE
60" MIN.
17" MIN.
18" MAX.
17" MIN.
18" MAX.

PLAN AT END-OPENING DOOR

PLAN AT SIDE-OPENING DOOR
24" M
NI .

X
W
H
E
N
D
R
36" M
NI .

SWINGS IN
48" MIN. CLR.
18" MIN.
32" MIN. CLR.
4" MAX.

CLR. P
A
T
H
48" M
NI .
60" MIN. CLR AT

OUTSWING DR
X=59" MIN. AT FLOOR MOUNTED WC
X=56" MIN. AT WALL HUNG WC
X
W
H
E
N
D
R
36" M
NI .

SWINGS IN
24" M
NI .
60" MIN. CLR.
34" MIN. CLR.

CLR. PATH
48" MIN.
60" MIN. CLR. AT

OUTSWING DR
17" MIN.
18" MAX.
12" MIN.
24" MIN.

GRAB BAR
36" MIN.
19" M
A
X.
17" M
NI .

T.O. SEAT
33"-36"
T.O. GRAB BAR
S
E
A
T
2" M
AX. 1 1/2" MIN.

FRONT VIEW
FIN
FL
F.O.F.

GRAB BAR =
1 1/4" TO 1 1/2" DIA.

LOCATE CONTROLS

FOR FLUSH VALVE

ON SIDE OPPOSITE

ADJ WALL
NOTE:

1. ALL DIMENSIONS ARE

TO FACE OF FINISH

NOSE OF TOILET
7" MIN. - 9" MAX.
3" MAX
33"-36"

SIDE VIEW
12"

GRAB BAR
42" MIN.
24" MIN.
54" MIN.
19"

TOILET PAPER

DISPENSER -
MIN. TO OUTLET
REF 2019 CBC 11B-603, 11B-609
18" x 48"

PHENOLIC

PARTITION,

AS OCCURS

PARTITION WALL, OR

NEAREST OBSTRUCTION
F.O.F.

F.O.F.

M
NI .
13 1/2"
48" M
NI .
30" MIN.

CLEAR
FLOOR
SPACE
M
AX.
17"
4 4" M
A
X.

T
Y
P.
24"
URINAL

ACCESSIBLE
M
NI .
12"
S
C
R
E
E
N
48" U
RIN
AL
P
A
R
TITIO
N
58" T
OILE
T
EQ EQ
15" MIN. 15" MIN. F.O.F.

FRONT VIEW PLAN VIEW
REF 2019 CBC 11B-605
F.O.F.
48" M
NI .
30" MIN.

CLEAR
FLOOR
SPACE
REF 2019 CBC 11B-606, 11B-603.3
25" M
A
X.

F.O.F.
18" MIN.
40"

TO REFLECTIVE

SURFACE

INSULATED PIPE,

WRAP AT EXPOSED

PIPING, TYP
17" MIN. - 25" MAX.
9" MIN.
34" M
A
X.
6" MAX.

TOE

CLEARANCE
8" MIN.

KNEE
SPACE
11" MIN.

TO THE HIGHER

OF RIM OR

COUNTER
27" M
NI .
29" M
NI .

NOTE:

PROVIDE FAUCET CONTROLS AND

OPERATING MECHANISMS (OPERABLE WITH

ONE HAND) THAT DO NOT REQUIRE TIGHT

GRASPING, PINCHING OR TWISTING OF THE
WRIST. HAND OPERATED METERING ARE
TO REMAIN FOR AT LEAST 10 SECONDS
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

ACCESSIBILITY

DETAILS - PUBLIC
& COMMERCIAL

BUILDINGS
A021
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/4" = 1'-0"
1 CBC 11B CLEAR SPACE AT DOOR
1/4" = 1'-0"
2 CBC 11B VESTIBULES
3" = 1'-0"
3 CBC 11B GRAB BAR CLEARANCE
1/2" = 1'-0"
4 POWER ASSISTED DOOR ACTUATORS
1/4" = 1'-0"
5 CBC 11B HAZARDS AT WALKWAYS
1/4" = 1'-0"
6 CBC 11B PROJECTING OBJECTS
1/4" = 1'-0"
7 CBC 11B ROLL-IN SHOWER STALLS
1/4" = 1'-0"
8 CBC 11B ACCESSIBLE DRINKING FOUNTAIN
1/4" = 1'-0" 9
CBC 11B ACCESSIBLE WATER CLOSET - SINGLE

ACCOMODATION
1/4" = 1'-0" 10
CBC 11B ACCESSIBLE WATER CLOSET - MULTIPLE

ACCOMODATION TOILET
1/4" = 1'-0" 11 CBC 11B ACCESSIBLE WATER CLOSET
1/4" = 1'-0" 12 CBC 11B ACCESSIBLE URINAL
1/4" = 1'-0" 13 CBC 11B ACCESSIBLE LAVATORY

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 11
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET
04/15/2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION
Copyright © Cinquini & Passarino, Inc Copyright © Cinquini & Passarino, Inc C1.00

EXISTING

CONDITIONS

NOT FOR

CONSTRUCTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 12

LIMITS OF WORK

REMOVE EXISTING SANITARY SEWER PIPING , CUT AND CAP WHERE NEEDED AND ABANDON IN PLACE REMOVE EXISTING SANITARY SEWER STRUCTURES (MANHOLES, CLEANOUTS, ETC.)

REMOVE EXISTING STORM DRAIN PIPING, CUT AND CAP WHERE NEEDED AND ABANDON IN PLACE REMOVE EXISTING STORM DRAIN STRUCTURES (MANHOLES, AREA DRAINS, ETC.)

REMOVE EXISTING GAS LINES, CUT AND CAP WHERE NEEDED AND ABANDON IN PLACE

REMOVE EXISTING ELECTRICAL LINES, CUT AND CAP WHERE NEEDED AND ABANDON IN PLACE

CUT AND CAP EXISTING TELECOMMUNICATION LINES AND ABANDON IN PLACE

CUT AND CAP EXISTING WATER LINE AND ABANDON IN PLACE
EXISTING UTILITIES IN THIS AREA TO REMAIN AND BE PROTECTED IN PLACE.

DEMOLITION KEYNOTES

1. ALL DEMOLITION REQUIRES A JOB NUMBER FROM BAY AREA AIR QUALITY MANAGEMENT DISTRICT (BAAQMD). CONTRACTOR SHALL APPLY FOR NECESSARY PERMITS PRIOR TO DEMOLITION.

2. CONTRACTOR SHALL PROTECT PEDESTRIANS FROM DEMOLITION WORK PER CBC 3303.2 AND CBC 3303.6

3. CONTRACTOR SHALL PREVENT SURFACE WATER AND GROUNDWATER ACCUMULATION IN TRENCHES BY DEWATERING.

4. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THE REMOVAL OF EXISTING WATER LINES AND ANY EXISTING WATER METERS.

5. ALL ABANDON UTILITIES THAT ARE 6" OR GREATER SHALL BE REMOVED COMPLETELY. FOR UTILITIES LESS THAN 6", ABANDON IN PLACE OR REMOVE IF IN CONFLICT WITH NEW BUILD.

6. FOR ADDITIONAL SITE DEMOLITION INFORMATION SEE ARCHITECTURAL DEMOLITION SITE PLAN ON SHEET A100.

7. ALL UTILITY LINES WITHIN THE LIMIT OF WORK NOT IDENTIFIED FOR DEMOLITION SHALL REMAIN AND PROTECTED IN PLACE.

8. EXISTING WATER SERVICE SHALL BE ABANDONED PER CITY STANDARDS.

9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT WITHIN PUBLIC RIGHT OF WAY.

10. REFER TO SHEET L400 LANDSCAPE FOR TREE DEMOLITION INFORMATION.

11. STREET CLEANING: THE PRIME CONTRACTOR OR DEVELOPER IS TO HIRE A

STREET CLEANING CONTRACTOR TO CLEAN UP DIRT AND DEBRIS FROM CITY

STREETS THAT ARE ATTRIBUTABLE TO THE DEVELOPMENT'S CONSTRUCTION ACTIVITIES. THE STREET CLEANING CONTRACTOR IS TO HAVE THE

CAPABILITY OF SWEEPING THE STREETS WITH BOTH A BROOM-TYPE

SWEEPER AND A REGENERATIVE AIR VACUUM SWEEPER, AS DIRECTED BY THE PUBLIC WORKS DIRECTOR, OR HIS/HER DESIGNATED REPRESENTATIVE.

12. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN FOR DEMO WORK TO CITY FOR ACCEPTANCE AND ISSUANCE OF RIGHT OF WAY PERMIT.

GENERAL NOTES
LEGEND

CUT AND CAP

EXISTING UTILITY AND

ABANDON IN PLACE,

PER CITY STANDARDS

DEMO AND REMOVE
EXISTING UTILITIES 6"

AND GREATER

LIMITS OF WORK
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET
04/15/2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION
C2.00

UTILITY

DEMOLITION
PLAN

NOT FOR

CONSTRUCTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 13
3'-6''
4'-6'' 5'-6'' 6'-6'' 7'-0'' 7'-0'' 7'-0'' 8'-0'' 9'-0'' 10'-0'' 11'-0'' 12'-0'' 12'-6'' 12'-0'' 11'-0'' 10'-0'' 9'-0'' 8'-0'' 7'-0'' LIMITS OF WORK

DOMESTIC WATER PIPE

SANITARY SEWER PIPE

DOUBLE CHECK DETECTOR BACKFLOW

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

WATER METER

WATER VALVE

SANITARY SEWER & STORM DRAIN MANHOLE

CLEANOUT

LIMITS OF WORK

PROPOSED AREA DRAIN

POINT OF CONNECTION

IRRIGATION BACKFLOW PREVENTOR

DRAIN INLET / BUBBLER

STORM DRAIN PIPE

LOW TEMPERATURE HOT WATER PIPE SERVICE AND RETURN

CHILLED WATER PIPE SERVICE AND RETURN
LEGEND

TELECOMMUNICATION CONDUIT (SHOWN FOR COORDINATION)

ELECTRICAL CONDUIT (SHOWN FOR COORDINATION)
COME

FIRE WATER PIPE

PERFORATED DRAIN PIPE
TIE (P) 1.5" IRRIGATION WATER LINE TO (E) 6" DOMESTER WATER MAIN TIE (P) 3" DOMESTIC WATER LINE TO (E) 6" DOMESTIC WATER MAIN TIE (P) 4" FIRE WATER LINE TO (E) 6" DOMESTIC WATER MAIN (P) IRRIGATION BACKFLOW PREVENTOR
(P) 3" DOMESTIC WATER BACKFLOW PREVENTER
(P) 4" FIRE WATER BACKFLOW PREVENTER

CONTINUED TO POINT OF CONNECTION TO BUILDING
(P) FIRE DEPARTMENT CONNECTION
(P) IRRIGATION WATER METER
(P) DOMESTIC WATER METER
(P) FIRE WATER METER

CONNECT (P) SANITARY SEWER MANHOLE TO EXISTING SEWER MAIN (P) STORM DRAIN INLET TO CONNECT TO (E) STORM DRAIN SYSTEM TIE (P) 12" STORM DRAIN LINE TO (E) STORM DRAIN INLET

COLLECT BOTH POOL DRAINS (SEE POOL PLANS FOR CONTINUATION) AND BUILDING RAINWATER LEADERS AND TIE TO (P) 6" STORM DRAIN OUTFALL.

UTILITIES KEYNOTES

DOUBLE CHECK DETECTOR BACKFLOW
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET
04/15/2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION
C3.00
SITE

UTILITY
PLAN

NOT FOR

CONSTRUCTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 14
3'-6''
4'-6'' 5'-6'' 6'-6'' 7'-0'' 7'-0'' 7'-0'' 8'-0'' 9'-0'' 10'-0'' 11'-0'' 12'-0'' 12'-6'' 12'-0'' 11'-0'' 10'-0'' 9'-0'' 8'-0'' DMA C 7'-0'' AREA = 6,949 SF
~ ROW AREA = 3,515 SF (NOT TREATED)
DMA B
AREA = 7,873 SF
DMA A
AREA = 27,859 SF
DMA D
AREA = 2,574 SF
TA A
AREA = 1,028 SF
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET
04/15/2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION
C5.00

STORMWATER

MANAGEMENT
PLAN

NOT FOR

CONSTRUCTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 15

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 16

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 17

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 18

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 19

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 20

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 21

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 22

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 23

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 24
PICNIC
TABLE
(E) BUILDING
(E) TENNIS COURTS
(E) TERRACE

2.4 2.4

2.3 2.3

2.3 2.4

DEMOLISH

EXISTING POOL

DEMOLISH

EXISTING BUILDING

DEMOLISH

EXISTING BUILDING

DEMOLISH

EXISTING

PLAYGROUND

DEMOLISH

EXISTING
POOL

DEMOLISH

EXISTING
POOL

DEMOLISH

EXISTING

PARKING
LOT

DEMOLISH

EXISTING BASKETBALL
COURTS

2.24 2.4

2.26TYP

2.3 2.20

2.18 2.15

2.13 2.19

2.22 2.4

2.7 2.16

2.11 2.132.13

2.3 2.17

2.22 2.22

2.9 2.8

2.9 2.21

2.7 TYP FOR POOL

ENCLOSURE

2.2 2.4

2.24 MAGNOLIA AVE.

BONITA AVE.

PLAN
NORTH
HILLSIDE AVE.

EXISTING SITE OBJECT TO REMAIN

DEMO EXISTING SITE OBJECT

LIMIT OF WORK

PROPERTY LINE
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

DEMOLITION SITE
PLAN
A100
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/16" = 1'-0" 1

DEMOLITION SITE PLAN
# DESCRIPTION

2.2 DEMO EXISTING POOL AND SURROUNDING EXTERIOR POOL DECK

2.3 DEMO EXISTING STAIRS & RAILINGS

2.4 DEMO EXISTING RETAINING WALL

2.7 DEMO EXISTING STORAGE STRUCTURE

2.8 DEMO EXISTING BASKETBALL COURTS AND EQUIPMENT

2.9 REMOVE & SALVAGE EXISTING LIGHT POLE FOR REUSE

2.11 DEMO EXISTING CONCRETE CURB

2.13 DEMO EXISTING FENCE

2.15 DEMO EXISTING CONCRETE PAVING

2.16 DEMO EXISTING CONCRETE PAD

2.17 DEMO EXISTING TRELLIS

2.18 DEMO EXISTING BRICK PAVERS

2.19 DEMO EXISTING BIKE RACKS

2.20 DEMO EXISTING EDGING

2.21 REMOVE & SALVAGE EXISTING BLEACHERS

2.22 EXISTING FENCE TO REMAIN

2.24 EXISTING RETAINING WALL TO REMAIN

2.26 REMOVE & SALVAGE EXISTING PLAY EQUIPMENT

1. ALL EXISTING SITE IMPROVEMENTS WITHIN THE LIMIT OF WORK ARE TO BE REMOVED WHETHER OR NOT EXPLICITLY NOTED.

2. VERIFY CONDITIONS IN FIELD PRIOR TO START OF DEMOLITION & CONSTRUCTION. BRING DISCREPANCIES TO THE ATTENTION OF THE

ARCHITECT TO OBTAIN RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

3. SEE CIVIL, LANDSCAPE, AND SITE ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

4. SEE LANDSCAPE DRAWINGS FOR PROTECTION, REMOVAL, AND/OR RELOCATION OF EXISTING TREES.

5. PRESERVE VEGETATION ON EXISTING NEIGHBORING FENCE FOR THE

SINGLE-FAMILY RESIDENCE AT THE NORTHWEST PROPERTY
BOUNDARY.

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 25
UP
UP

RETNE T ON OD
PICNIC
TABLE
A102
1 A102
2 MAGNOLIA AVE.

BONITA AVE.

EXISTING BUILDING

EXISTING TENNIS COURTS
PLAN
NORTH
HILLSIDE AVE.

EXISTING RESIDENCE

EXISTING RESIDENCE
VISTA AVE.

NEW BUILDING
TYPE 5 CONSTRUCTION,

FULLY SPRINKLERED

EXISTING PARKING

NEW SWIMMING POOL

NEW ACTIVITY
POOL

NEW POOL

EQUIPMENT

STORAGE

MAIN TENNIS COURT ENTRANCE

EXISTING BLEACHERS

EXISTING PARKING

BIORETENTION AREA
(S.L.D. & S.C.D.)
A302
1 A302
2 A302
3 A-----
1 EXISTING SITE OBJECT TO REMAIN

DEMO EXISTING SITE OBJECT

LIMIT OF WORK

PROPERTY LINE

1. SEE LANDSCAPE, CIVIL, AND SITE ELECTRICAL FOR MORE
INFORMATION.

2. SEE AQUATIC DRAWINGS FOR POOL & POOL DECK PLANS.

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

PROPOSED

OVERALL SITE
PLAN
A101
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1" = 20'-0" 1

PROPOSED OVERALL SITE PLAN

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 100% DESIGN DEVELOPMENT APRIL 30, 2022
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 26

PICNIC TABLE
3'
-6''
4'
-6''
5'
-6''
6'
-6''
7'-0''
7'-0''
7'
-0''
8'-0''
9'-0''
10'-0''
11'-0''
12'-0''
12'-6''
12'
-0''
11'
-0''
10'
-0''
9'
-0''
8'
-0''
7'
-0''
297' - 0"
292' - 0"
287' - 0"
282' - 0"
72 ' 7
0 -
"
287' - 0"
297'
-
0"
305'
-
0"
302' -
0"
302
'
-
0 "
302' - 0"
307'
- 0"
302'
-
0"
312'
-
0"
297.59
284.00
292.55
297.00

MAGNOLIA
AVE
.
(E) BUILDING

MATCHLINE MATCHLINE
BONITA AVE.

PLAN
NORTH
HILLSIDE AVE.

POOL

MECHANICAL
A201 1

2.25 32.4

32.13 32.5

32.4 32.10

32.6 32.6

32.5 13.3
TYP

32.12 2.24

32.1 32.3
DN

POOL STORAGE

ENCLOSURE

STORMWATER

TREATMENT
AREA
(S
.L
.D
.
&
S
.C
.D
.)

26.5 32.11

32.4 288.00
A103 1

32.3 296.80
293.30

POOL STORAGE

ENCLOSURE

32.5 32.5

32.5 32.11

32.11 32.11

32.4 32.5

32.7 32.7

2.25 32.17
G06
G03
G04
G05
G02
G01
310.33
BONITA AVE.
(E) TENNIS COURTS

MATCHLINE MATCHLINE
309.00
308.50
306.07
PLAN
NORTH

POOL DECK AREA BELOW
306.02
305.64
DN
UP

5.3%

2.23 2.22

2.22 5.10

2.27 2.25

32.4 307.99
DN
308.78

ROOFTOP TERRACE
MECH.

5.10 32.4

32.4 32.15

5.15 5.16
310.50 308.75
308.81
306.50 308.50
6%
310.50
310.50

EXISTING SITE OBJECT TO REMAIN

DEMO EXISTING SITE OBJECT

LIMIT OF WORK

PROPERTY LINE

1. SEE LANDSCAPE, CIVIL, AND SITE ELECTRICAL FOR MORE
INFORMATION.

2. SEE AQUATIC DRAWINGS FOR POOL & POOL DECK PLANS.

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

SITE PLANS -

UPPER & LOWER
A102
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/16" = 1'-0"
1 ENLARGED SITE PLAN - LOWER
1/16" = 1'-0"
2 ENLARGED SITE PLAN - UPPER
#DESCRIPTION

2.22 EXISTING FENCE TO REMAIN

2.23 EXISTING GATE TO REMAIN

2.24 EXISTING RETAINING WALL TO REMAIN

2.25 EXISTING SIDEWALK TO REMAIN

2.27 EXISTING CONCRETE CURB TO REMAIN

5.10 METAL GUARDRAIL, PAINTED

5.15 METAL FENCE TO MATCH TERRACE GUARDRAIL

5.16 METAL TRELLIS BELOW

13.3 ACCESSIBLE POOL LIFT, SEE AQUATIC DRAWINGS

26.5 TRANSFORMER, S.E.D.

32.1 FENCING, VINYL COATED CHAIN LINK

32.3 CAST-IN-PLACE CONCRETE RETAINING WALL, S.S.D.

32.4 SITE PAVING, S.L.D.

32.5 SITE PLANTING, S.L.D.

32.6 C.I.P. INTEGRAL COLOR CONCRETE POOL DECK

32.7 CANTILEVERED SLIDING GATE, VINYL COATED CHAIN LINK INFILL

32.10 BICYCLE RACKS, S.L.D.

32.11 CAST-IN-PLACE CONCRETE STEPS, S.L.D.

32.12 GLASS FENCE

32.13 C.I.P. CONCRETE CURB & GUTTER, S.C.D.

32.15 C.I.P. CONCRETE RAMP

32.17 AREA FOR BACKFLOW PREVENTERS, S.C.D.

REVISION NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 27
DN
2 3 5 7 8
A301
1 4 6
A
B
E
C
D
1 2 A301
A301 6
3 A305
LOBBY
101

JUICE BAR
103

FIRST AID
104

LIFE GUARD
105
POOL MECH.
113
CHLOR
115

WOMEN'S
LOCKER
106

MEN'S LOCKER
107

PARTY ROOM
111

PUMP PIT
20' - 0" 31' - 0" 19' - 0" 22' - 6" 9' - 6" 15' - 7" 8' - 5" 23' - 6" 24' - 0" 32' - 0" 24' - 0"
2 A306
5 A306
5 A305
A402
1 A401
1 22.1

32.12 22.2 22.2

32.6 A501
1 A503 10
A503
5 9
12 11
7 8 6
0' - 0"
A403
1 126' - 0"
A503
1 3
4 2
A502
1 101A
101B
104A
105A
107A 106A
108A
ACID
114
113A115A114A

POOL OFFICE
102

ELECTRICAL/

TELECOM
116

RECYCLING
117

TRASH /

ORGANICS
118

FIRE RISER
119
103A
102A
117A
118A
119A
1 A305
2 A305
4 A305
6 A306
116A
A502
2 ACTIVITY POOL

SWIMMING
POOL
ABOVE
SF1
SF2
SF3
SF 5
A503
15 16 14
13 MECH

VESTIBULE
112
4 A301 3
5 A302 4
SF4
3 A306

FAMILY RM
110

FAMILY RM
109

22.1 JANITOR
108
110A109A

5.7 103' - 6"
1 A306
4 A306
120A

STORAGE
120
111B111A
G04
G01

32.6 102B

BACKWASH

METAL STUD FRAMING

CMU WALL

DOOR / GATE NUMBER

STOREFRONT KEY
101
SF#

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE. 1/8" = 1'-0" 1
FLOOR PLAN LEVEL 1
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

FLOOR PLAN
LEVEL 1
A201
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
# DESCRIPTION

5.7 METAL TRELLIS, PAINTED

22.1 DUAL HEIGHT DRINKING FOUNTAIN W/ BOTTLE FILLER, S.P.D.

22.2 OUTDOOR RINSE SHOWER WITH 2 SHOWER HEADS AND HOT WATER, S.P.D.

32.6 C.I.P. INTEGRAL COLOR CONCRETE POOL DECK

32.12 GLASS FENCE

REVISION

NUMBER DATE DESCRIPTION
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 28
2 3 4 5 6 7 8
A
B
E
C
D
1 20' - 0" 31' - 0" 19' - 0" 22' - 6" 9' - 6" 15' - 7" 8' - 5" 23' - 6" 24' - 0" 32' - 0" 24' - 0"
126' - 0"
103' - 6"
-0' - 1"
-0' - 1"
0' - 0"
-7' - 6"
2' - 0"
2' - 0"
1/4" / 12"1/4" / 12"
-3' - 0"
NOTE: SEE POOL DRAWINGS FOR DIMENSIONS AND LAYOUT

OF PUMP PIT, SURGE CHAMBER AND BACKWASH PIT
1/8" / 12" 1/8" / 12"
0' - 4"
0' - 4"
0' - 4"
0' - 4"
0' - 4"
0' - 4"

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

RAISED CONCRETE CURB OR PAD.
+297.50 U.O.N.

STRUCTURAL CONCRETE SLAB
+297.00 U.O.N.

STEPPED CONCRETE
FD+ 00.00'

FLOOR DRAIN ELEVATION
+ 00.00'

SLAB OR CURB ELEVATION

DEPRESSED CONCRETE SLAB
RD+ 00.00'

ROOF DRAIN ELEVATION

CMU WALL FOR REFERENCE
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

SLAB PLAN LEVEL
1 A202
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/8" = 1'-0" 1
SLAB PLAN LEVEL 1

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 29
2 3 5 7 8
A301
1 4 6
A
B
E
C
D
1 2 A301
A301 6
A301
5 3
A305

RESTROOM
205
20' - 0" 31' - 0" 19' - 0" 22' - 6" 9' - 6" 15' - 7" 8' - 5" 126' - 0"
2 A306
5 A306
5 A305
A403
2 STORAGE
204

RESTROOM
203

ROOF TERRACE
1 A305
2 A305
4 A305
6 A306

5.7 TYP.

5.1 206A 204A
201A

5.13 DN

2.10 TYP.
5 A302 4
202A
2 A303 1
3 A306
23' - 6" 24' - 0" 32' - 0" 24' - 0"
103' - 6"

5.10 6.2

5.10 1
A306
4 A306
DN
DN DN
DN
205A
RAMP

8.33%
RA
M
P

8.3 3
%
RAMP

6.8 %
RAMP

5.3 %

7.24 RAMP

8.33%
ROOF

MECHANICAL
AREA

ROOF MECH

METAL STUD FRAMING

CMU WALL

DOOR / GATE NUMBER

STOREFRONT KEY
101
SF#

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT
LEVEL 2 & LOW

ROOF PLAN
A205
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/8" = 1'-0" 1

ROOF / TERRACE PLAN
# DESCRIPTION

2.10 EXISTING RELOCATED LIGHT POLE

5.1 STRUCTURE, S.S.D., PAINTED

5.7 METAL TRELLIS, PAINTED

5.10 METAL GUARDRAIL, PAINTED

5.13 METAL HANDRAIL, PAINTED

6.2 COMPOSITE WOOD SLAT SYSTEM

7.24 ROOF PAVERS ON ADJUSTABLE PEDESTALS

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 30
2 3 5 7 8
A301
1 4 6
A
B
E
C
D
1 2 A301
A301 6
A301
5 3
A305
20' - 0" 31' - 0" 19' - 0" 22' - 6" 9' - 6" 15' - 7" 8' - 5" 126' - 0"
2 A306
5 A306
5 A305
1 A305
2 A305
4 A305
6 A306
3 A306

ROOF AREA
23' - 6" 24' - 0" 32' - 0" 24' - 0"
103' - 6"

5.7 26.6 5.7

26.6 7.13
1 A306
4 A306
OPEN

6.2 ROOF

MECHANICAL
AREA

6.2 6.2

26.3 26.6

5.12 26.3

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

ROOF LEGEND

PV PANEL

PVT PANEL
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

HIGH ROOF PLAN
A207
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/8" = 1'-0" 1

HIGH ROOF PLAN
# DESCRIPTION

5.7 METAL TRELLIS, PAINTED

5.12 PREMANUFACTURED METAL SHIP LADDER, PAINTED

6.2 COMPOSITE WOOD SLAT SYSTEM

7.13 PVC THERMOPLASTIC ROOF MEMBRANE

26.3 PHOTOVOLTAIC SYSTEM, S.E.D.

26.6 PHOTOVOLTAIC THERMAL SYSTEM, S.E.D.

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 31
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"

E D C B A
T. O PARAPET
+28' - 0"

7.1 2
A306
5 A305

5.10 6.1
TYP.

5.1 6.1
T.O. LOWER TRELLIS
+20' - 6"
4 A305

5.7 26.3 6.2
T.O.S. @ NORTH WING
+12' - 0"
1 A306
T.O.S. @ EAST WING
+12' - 3"

5.7 26.6
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"

A B C D E
T. O PARAPET
+28' - 0"
2 A306
5 A305

8.5 7.1 5.1 5.7
SF2

32.12 6.2 6.3
T.O. LOWER TRELLIS
+20' - 6"
4 A305

5.7 5.7
T.O.S. @ NORTH WING
+12' - 0"
1 A306

5.10 LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
1 2 3 4 5 6 7 8
T. O PARAPET
+28' - 0"
3 A305

9.10 5.10
5 A306

2.22 SF1

6.1 T.O. LOWER TRELLIS
+20' - 6"
1 A305
2 A305
6 A306

5.13 5.7 7.1 6.1

7.1 3
A306
T.O.S. @ NORTH WING
+12' - 0"

2.24 4
A306
T.O.S. @ EAST WING
+12' - 3"

7.1 SF 5
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
8 7 6 5 4 3 2 1
T. O PARAPET
+28' - 0"
3 A305
OPEN
5 A306

2.22 5.7 6.3 5.10
TYP.

5.1 1
A305
2 A305
6 A306
TYP.

2.10 3
A306
T.O.S. @ NORTH WING
+12' - 0"
4 A306

6.1 1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

SF # STOREFRONT KEY
LEVEL 1
+0' - 0"
B

9.10 1
A306
LEVEL 1
+0' - 0"
B

9.10 1
A306
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

EXTERIOR

ELEVATIONS
A301
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0" 2

EXTERIOR ELEVATION - EAST
1/8" = 1'-0" 6

EXTERIOR ELEVATION - WEST
1/8" = 1'-0" 1

EXTERIOR ELEVATION - SOUTH
1/8" = 1'-0" 5

EXTERIOR ELEVATION - NORTH
# DESCRIPTION

2.10 EXISTING RELOCATED LIGHT POLE

2.22 EXISTING FENCE TO REMAIN

2.24 EXISTING RETAINING WALL TO REMAIN

5.1 STRUCTURE, S.S.D., PAINTED

5.7 METAL TRELLIS, PAINTED

5.10 METAL GUARDRAIL, PAINTED

5.13 METAL HANDRAIL, PAINTED

6.1 COMPOSITE WOOD SIDING

6.2 COMPOSITE WOOD SLAT SYSTEM

6.3 COMPOSITE WOOD SLAT CEILING / SOFFIT CLADDING

7.1 SLATE SHINGLE CLADDING

8.5 ALUMINUM FRAMED STOREFRONT SYSTEM

9.10 CEMENT PLASTER, PAINTED

26.3 PHOTOVOLTAIC SYSTEM, S.E.D.

26.6 PHOTOVOLTAIC THERMAL SYSTEM, S.E.D.

32.12 GLASS FENCE
1/8" = 1'-0" 3
EX. ELEV. @ LOCKER ROOM ALCOVE - EAST
1/8" = 1'-0" 4
EX. ELEV. @ LOCKER ROOM ALCOVE - WEST

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 32
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
T. O PARAPET
+28' - 0"

26.5 (E) BLDG
BEYOND

32.11 11.1

32.3 T.O. LOWER TRELLIS
+20' - 6"

32.8 32.1
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
T. O PARAPET
+28' - 0"
T.O. LOWER TRELLIS
+20' - 6"

32.1 32.8 32.1 32.3
LEVEL 1
+0' - 0"
D E

5.10 32.3
LEVEL 1
+0' - 0"
E D
T.O. LOWER TRELLIS
+20' - 6"

5.7 32.10

9.10 T.O.S. @ EAST WING
+12' - 3"

6.2 7.1
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
T. O PARAPET
+28' - 0"

2.10 TYP.

2.23 6.1 32.16 2.22

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

EXTERIOR

ELEVATIONS
A302
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0" 1
SOUTH SITE ELEVATION AT MAGNOLIA AVE.
1/8" = 1'-0" 2

WEST SITE ELEVATION
1/8" = 1'-0"
4 UTILITY CORRIDOR - EAST
1/8" = 1'-0" 5

UTILITY CORRRIDOR - WEST
1/8" = 1'-0" 3

SOUTH TENNIS COURT FENCE ELEVATION
# DESCRIPTION

2.10 EXISTING RELOCATED LIGHT POLE

2.22 EXISTING FENCE TO REMAIN

2.23 EXISTING GATE TO REMAIN

5.7 METAL TRELLIS, PAINTED

5.10 METAL GUARDRAIL, PAINTED

6.1 COMPOSITE WOOD SIDING

6.2 COMPOSITE WOOD SLAT SYSTEM

7.1 SLATE SHINGLE CLADDING

9.10 CEMENT PLASTER, PAINTED

11.1 SCOREBOARD (N.I.C.)

26.5 TRANSFORMER, S.E.D.

32.1 FENCING, VINYL COATED CHAIN LINK

32.3 CAST-IN-PLACE CONCRETE RETAINING WALL, S.S.D.

32.8 SWING GATE, VINYL COATED CHAIN LINK INFILL

32.10 BICYCLE RACKS, S.L.D.

32.11 CAST-IN-PLACE CONCRETE STEPS, S.L.D.

32.16 NEW CHAIN LINK GATE TO MATCH EXISTING

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 33
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A B
T. O PARAPET
+28' - 0"
2 A306

2.22 6.1
(E) TENNIS
COURT
1 A306

6.2 5.7 26.6
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
B A
T. O PARAPET
+28' - 0"
2 A306

2.22 6.2
1 A306

26.6 5.7 6.1
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
B A
T. O PARAPET
+28' - 0"
2 A306

2.22 5.10
(E) TENNIS
COURT
1 A306

26.6 5.7 6.2
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A B
T. O PARAPET
+28' - 0"
2 A306

5.10 2.22
(E) TENNIS
COURT
1 A306

6.2 5.7 26.6

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

EXTERIOR

ELEVATIONS
A303
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0"
1 EXT. ELEV. @ ROOFTOP MECH PASSAGE - EAST
1/8" = 1'-0"
2 EXT. ELEV. @ ROOFTOP MECH PASSAGE - WEST
1/8" = 1'-0" 4
EXT. ELEV. @ ROOFTOP RESTROOM PASSAGE - WEST
1/8" = 1'-0" 3
EXT. ELEV. @ ROOFTOP RESTROOM PASSAGE - EAST
# DESCRIPTION

2.22 EXISTING FENCE TO REMAIN

5.7 METAL TRELLIS, PAINTED

5.10 METAL GUARDRAIL, PAINTED

6.1 COMPOSITE WOOD SIDING

6.2 COMPOSITE WOOD SLAT SYSTEM

26.6 PHOTOVOLTAIC THERMAL SYSTEM, S.E.D.

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 34
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"

A B C D E
T. O PARAPET
+28' - 0"
2 A306

WOMEN'S
LOCKER
106

LIFE GUARD
105

FIRST AID
104

JUICE BAR
103
LOBBY
101
5 A305

POOL OFFICE
102

ROOF AREA
T.O. LOWER TRELLIS
+20' - 6"
4 A305

32.10 (E) TENNIS
COURT

2.10 2.22
A310
1 A312
2 A314
5 T.O.S. @ LEVEL 2
+12' - 0"

6.2 1
A306
T.O.S. @ LOW ROOF
+12' - 3"

15.1 LEVEL 1
+0' - 0"
5 6 7 8
3 A305

ROOF AREA

JUICE BAR
103
T.O. LOWER TRELLIS
+20' - 6"
1 A305
2 A305
A311
2 A310
4 T.O.S. @ LOW ROOF
+12' - 3"

15.1 1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

LEVEL 1
+0' - 0"
5 6 7 8
3 A305
T.O. LOWER TRELLIS
+20' - 6"
1 A305
2 A305

RECYCLING
117

ROOF AREA
LOBBY
101

5.10 5.7
A310
3 T.O.S. @ LOW ROOF
+12' - 3"

15.1 LEVEL 1
+0' - 0"
T.O. UPPER TRELLIS
+23' - 6"

A B C D E
T. O PARAPET
+28' - 0"
2 A306
5 A305
T.O. LOWER TRELLIS
+20' - 6"
4 A305
POOL MECH.
113
ACID
114

ROOF AREA

5.10 32.10
(E) TENNIS
COURT

32.3 2.22
MECH

VESTIBULE
112
A313
4 A314
1 A311
3 A311
4 1
A306
T.O.S. @ LOW ROOF
+12' - 3"
A311
5 A850
1 LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"

A B C D E
T. O PARAPET
+28' - 0"
2 A306
5 A305
T.O. LOWER TRELLIS
+20' - 6"
4 A305

FIRE RISER
119

TRASH /

ORGANICS
118

RECYCLING
117

ELECTRICAL/

TELECOM
116
CHLOR
115
POOL MECH.
113

ROOF AREA

32.10 (E) TENNIS
COURT

2.10 2.22
MECH

VESTIBULE
112
T.O.S. @ LEVEL 2
+12' - 0"
A311
1 1
A306
T.O.S. @ LOW ROOF
+12' - 3"
8' - 0"

15.1 6.2
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

BUILDING

SECTIONS
A305
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/8" = 1'-0"
3 LONGITUDINAL BUILDING SECTION @ EAST WING - C
1/8" = 1'-0" 5
TRANSVERSE BUILDING SECTION @ EAST WING - B
# DESCRIPTION

2.10 EXISTING RELOCATED LIGHT POLE

2.22 EXISTING FENCE TO REMAIN

5.7 METAL TRELLIS, PAINTED

5.10 METAL GUARDRAIL, PAINTED

6.2 COMPOSITE WOOD SLAT SYSTEM

15.1 MECHANICAL EQUIPMENT, S.M.D.

32.3 CAST-IN-PLACE CONCRETE RETAINING WALL, S.S.D.

32.10 BICYCLE RACKS, S.L.D.
1/8" = 1'-0" 4
TRANSVERSE BUILDING SECTION @ EAST WING - A

REVISION

NUMBER DATE DESCRIPTION
1/8" = 1'-0"
1 LONGITUDINAL BUILDING SECTION @ EAST WING - A
1/8" = 1'-0"
2 LONGITUDINAL BUILDING SECTION @ EAST WING - B
Attachmment A Agenda Report Page 35

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A B
T. O PARAPET
+28' - 0"
2 A306

WOMEN'S
LOCKER
106

STORAGE
204

2.10 2.22
(E) TENNIS
COURT
T.O.S. @ LEVEL 2
+12' - 0"
A313
2 A314
3 1
A306
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
1 2 3 4 5 6 7 8
T. O PARAPET
+28' - 0"
3 A305
POOL MECH.
113

WOMEN'S
LOCKER
106

RESTROOM
203

PARTY ROOM
111
5 A306

WOMEN'S
LOCKER
106

MEN'S LOCKER
107

5.10 STORAGE
204

ROOF TERRACE
-200
1 A305
2 A305
6 A306

5.13 A313
1 A314
4 A314
2 A312
3 3
A306
A312
4 T.O.S. @ LEVEL 2
+12' - 0"
4 A306

RESTROOM
205
A860
16 LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
1 2 3 4 5 6 7 8
T. O PARAPET
+28' - 0"
3 A305
5 A306
1 A305
2 A305
6 A306
3 A306
T.O.S. @ LEVEL 2
+12' - 0"
4 A306
POOL MECH.
113

WOMEN'S
LOCKER
106

MEN'S LOCKER
107

PARTY ROOM
111
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A B
T. O PARAPET
+28' - 0"
2 A306
T.O.S. @ LEVEL 2
+12' - 0"
1 A306

FAMILY RM
110
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A B
2 A306

MEN'S LOCKER
107

5.7 ROOF TERRACE
-200

2.22 A313
3 A312
1 T.O.S. @ LEVEL 2
+12' - 0"
1 A306

6.2 LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A B
2 A306

PARTY ROOM
111
T.O.S. @ LEVEL 2
+12' - 0"
1 A306
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

BUILDING

SECTIONS
A306
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
# DESCRIPTION

2.10 EXISTING RELOCATED LIGHT POLE

2.22 EXISTING FENCE TO REMAIN

5.7 METAL TRELLIS, PAINTED

5.10 METAL GUARDRAIL, PAINTED

5.13 METAL HANDRAIL, PAINTED

6.2 COMPOSITE WOOD SLAT SYSTEM
1/8" = 1'-0"
3 TRANSVERSE BUILDING SECTION @ NORTH WING - A

REVISION

NUMBER DATE DESCRIPTION
1/8" = 1'-0" 2
LONGITUDINAL BUILDING SECTION @ NORTH WING - B
1/8" = 1'-0" 1
LONGITUDINAL BUILDING SECTION @ NORTH WING - A
1/8" = 1'-0"
4 TRANSVERSE BUILDING SECTION @ NORTH WING - B
1/8" = 1'-0" 5
TRANSVERSE BUILDING SECTION @ NORTH WING - C
1/8" = 1'-0" 6
TRANSVERSE BUILDING SECTION @ NORTH WING - D
Attachmment A Agenda Report Page 36
LEVEL 1
+0' - 0"
5 T.O. LOWER TRELLIS
+20' - 6"
A850
4 A830
13 JUICE BAR
103
A821
4 A830
2 T.O.S. @ LOW ROOF
+12' - 3"

1. FFE: +0' - 0" = +297.00 (CONFIRM)

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N.

5. LOCATIONS OF DRAINS ARE MEASURE TO GRIDLINES, ALL FLOOR DRAINS ARE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. REFER TO SPECIFICATIONS FOR LIST OF MATERIAL FINISHES, COLORS

AND PAINT COLORS
LEVEL 1
+0' - 0"
E
T.O. LOWER TRELLIS
+20' - 6"
A821
4 A821
3 T.O.S. @ LOW ROOF
+12' - 3"
LOBBY
101
A860
7 ROOF AREA
A830
10 LEVEL 1
+0' - 0"
7 8
T.O. LOWER TRELLIS
+20' - 6"
A831
13 RECYCLING
117

ROOF AREA
A821
4 MIRROR
T.O.S. @ LOW ROOF
+12' - 3"
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

WALL SECTIONS
A310
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3/4" = 1'-0" 4
WALL SECTION @ JUICE BAR - GRID LINE 5

REVISION

NUMBER DATE DESCRIPTION
3/4" = 1'-0"
1 WALL SECTION @ LOBBY - GIRD LINE E
3/4" = 1'-0" 3
WALL SECTION @ RECYCLING - GRID LINE 7
Attachmment A Agenda Report Page 37

1. FFE: +0' - 0" = +297.00 (CONFIRM)

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N.

5. LOCATIONS OF DRAINS ARE MEASURE TO GRIDLINES, ALL FLOOR DRAINS ARE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. REFER TO SPECIFICATIONS FOR LIST OF MATERIAL FINISHES, COLORS

AND PAINT COLORS
LEVEL 1
+0' - 0"
POOL MECH.
113
ACID
114
A920
2 T.O.S. @ LOW ROOF
+12' - 3"
LEVEL 1
+0' - 0"
POOL MECH.
113
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
8 T.O. LOWER TRELLIS
+20' - 6"
A822
12 A860
9A
A822
4A
MECH

VESTIBULE
112
T.O.S. @ LOW ROOF
+12' - 3"
A860
19 LEVEL 1
+0' - 0"
T.O. LOWER TRELLIS
+20' - 6"
T.O.S. @ LEVEL 2
+12' - 0"
POOL MECH.
113
LEVEL 1
+0' - 0"

FIRE RISER
119
T.O.S. @ LOW ROOF
+12' - 3"
ROOF AREA A821
16 SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

WALL SECTIONS
A311
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3/4" = 1'-0" 4
WALL SECTION @ POOL MECH. WELL
3/4" = 1'-0" 5
CURB @ POOL MECH WELL
3/4" = 1'-0"
2 WALL SECTION @ MECH. VESTIBULE - GRID LINE 8
3/4" = 1'-0"
3 PARTIAL WALL SECTION @ EAST WING POOL MECH.
3/4" = 1'-0"
1 WALL SECTION @ FIRE RISER

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 38
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
2 A920
3 T.O.S. @ LEVEL 2
+12' - 0"
A860
6 SIM

ROOF TERRACE
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
1 A823
2 T.O.S. @ LEVEL 2
+12' - 0"

PARTY ROOM
111
A860
12 ROOF TERRACE
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
B
ST107
4 LIFE GUARD
105

WOMEN'S
LOCKER
106

ROOF AREA
-202
A920
4 T.O.S. @ LOW ROOF
+12' - 3"

1. FFE: +0' - 0" = +297.00 (CONFIRM)

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N.

5. LOCATIONS OF DRAINS ARE MEASURE TO GRIDLINES, ALL FLOOR DRAINS ARE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. REFER TO SPECIFICATIONS FOR LIST OF MATERIAL FINISHES, COLORS

AND PAINT COLORS
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
B
A702
1 A850
7 A840
1 A821
8 MEN'S LOCKER
107

ROOF TERRACE
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

WALL SECTIONS
A312
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3/4" = 1'-0" 3
WALL SECTION @ PARTY ROOM - GRID LINE 2
3/4" = 1'-0" 4
WALL SECTION @ PARTY ROOM - GRID LINE 1
3/4" = 1'-0"
2 WALL SECTION @ LOCKER ROOM - GRID LINE B

REVISION

NUMBER DATE DESCRIPTION
3/4" = 1'-0"
1 WALL SECTION @ MEN'S LOCKER - GRID LINE B
Attachmment A Agenda Report Page 39
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
A
T. O PARAPET
+28' - 0"
T.O.S. @ LEVEL 2
+12' - 0"

WOMEN'S
LOCKER
106

STORAGE
204
A822
2 LEVEL 1
+0' - 0"
T.O. UPPER TRELLIS
+23' - 6"
A
T. O PARAPET
+28' - 0"
T.O.S. @ LEVEL 2
+12' - 0"
POOL MECH.
113

ROOF MECH

1. FFE: +0' - 0" = +297.00 (CONFIRM)

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N.

5. LOCATIONS OF DRAINS ARE MEASURE TO GRIDLINES, ALL FLOOR DRAINS ARE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. REFER TO SPECIFICATIONS FOR LIST OF MATERIAL FINISHES, COLORS

AND PAINT COLORS
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A
A823
1 A850
3 MEN'S LOCKER
107
T.O.S. @ LEVEL 2
+12' - 0"
ROOF

TERRACE
A860
8 LEVEL 1
+0' - 0"
T.O. UPPER TRELLIS
+23' - 6"
8 T. O PARAPET
+28' - 0"
POOL MECH.
113
T.O.S. @ LEVEL 2
+12' - 0"
A860
10 SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

WALL SECTIONS
A313
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3/4" = 1'-0"
2 WALL SECTION - WOMEN'S LOCKER - GRID LINE A
3/4" = 1'-0" 4
WALL SECTION - POOL MECH. - GRID LINE A
3/4" = 1'-0" 3
WALL SECTION @ MEN'S LOCKER - GRID LINE A

REVISION

NUMBER DATE DESCRIPTION
3/4" = 1'-0"
1 WALL SECTION @ POOL MECH. - GRID LINE 8
Attachmment A Agenda Report Page 40
LEVEL 1
+0' - 0"
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
T. O PARAPET
+28' - 0"
T.O. LOWER TRELLIS
+20' - 6"
T.O.S. @ LEVEL 2
+12' - 0"
POOL MECH.
113

ROOF MECH
LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
T. O PARAPET
+28' - 0"
T.O.S. @ LEVEL 2
+12' - 0"

STORAGE
204
A822
6 1. FFE: +0' - 0" = +297.00 (CONFIRM)

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N.

5. LOCATIONS OF DRAINS ARE MEASURE TO GRIDLINES, ALL FLOOR DRAINS ARE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. REFER TO SPECIFICATIONS FOR LIST OF MATERIAL FINISHES, COLORS

AND PAINT COLORS
T.O. UPPER TRELLIS
+23' - 6"
T. O PARAPET
+28' - 0"
A822
7 A822
8 LEVEL 2 & TERRACE
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
T. O PARAPET
+28' - 0"
T.O.S. @ LEVEL 2
+12' - 0"
A822
1 RESTROOM
203
LEVEL 2 & TERRACE
+13' - 6"
A860
5A
A850
8 T.O.S. @ LEVEL 2
+12' - 0"

ROOF MECH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

WALL SECTIONS
A314
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3/4" = 1'-0"
1 WALL SECTION @ EXTERIOR MECH. ON ROOF DECK
3/4" = 1'-0"
3 WALL SECTION @ STORAGE ON ROOF DECK

REVISION

NUMBER DATE DESCRIPTION
3/4" = 1'-0" 5

WALL SECTION - PARAPET ROOF OVER RESTROOM
3/4" = 1'-0" 4
WALL SECTION @ ROOF TERRACE AND RESTROOM
3/4" = 1'-0"
2 WALL SECTION @ MECHANICAL ENCLOSURE
Attachmment A Agenda Report Page 41

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE. 4 5
A
B
9 A401
A401 11
A401
4 6
7 8
10 13
12 2
5 3 WOMEN'S
LOCKER
106

9.4 CLR.
4' - 6 1/2"
CLR.
5' - 0"
30' - 8 3/8"
5' - 0 1/4" CLR.
1' - 6 3/4" 0' - 9"
6' - 2 1/2"
ACC. BENCH
LEVEL 1
+0' - 0"
4 5
B.O. CEILING
+8' - 6"

OPEN OPEN

9.7 10.6 9.11 10.3
B
OPEN

9.7 5 4

10.2 5.1 10.6 9.11
B

8.1 9.7
LEVEL 1
+0' - 0"
5 B.O. CEILING
+8' - 0"

9.7 10.1
A B

9.7 10.1 10.3 10.2
5 OPEN

10.1 9.7
B A
OPEN

5.1 9.7 10.1
LEVEL 1
+0' - 0"
B.O. CEILING
+8' - 6"

9.7 A B
OPEN

9.7 10.1
OPEN

9.7 B A
OPEN

9.7 10.1

METAL STUD FRAMING

CMU WALL
ACCESSIBLE LOCKER (LOWER COMPARTMENT ACC.)
# TOILET ACCESSORY KEY - SEE SHEET A020 FOR SCHEDULE
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

ENLARGED PLANS
& INTERIOR

ELEVATIONS -

LOCKER ROOM
A401
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
# DESCRIPTION

5.1 STRUCTURE, S.S.D., PAINTED

8.1 HOLLOW METAL DOORS, PAINTED

9.4 RESINOUS EPOXY FLOORING WITH COARSE AGGREGATE

9.7 CERAMIC WALL TILE

9.11 SOLID SURFACE BACKSPLASH & COUNTERTOP

10.1 PHENOLIC SHOWER / TOILET / URINAL PARTITIONS

10.2 PHENOLIC LOCKERS

10.3 PHENOLIC BENCH, COLOR TO MATCH LOCKERS, ON POWDER COATED ALUMINUM PEDESTALS

10.6 MIRROR
1/4" = 1'-0"
1 ENLARGED PLAN - WOMEN'S LOCKER 106
1/4" = 1'-0"
2 WOMEN'S LOCKER 106 - VESTIBULE & LAVS - NORTH
1/4" = 1'-0"
3 WOMEN'S LOCKER 106 - VESTIBULE - EAST
1/4" = 1'-0"
4 WOMEN'S LOCKER 106 - VESTIBULE & LAVS - SOUTH
1/4" = 1'-0"
5 WOMEN'S LOCKER 106 - VESTIBULE - WEST
1/4" = 1'-0"
10 WOMEN'S LOCKER 106 - SHOWER - NORTH
1/4" = 1'-0" 11 WOMEN'S LOCKER 106 - SHOWER - EAST
1/4" = 1'-0" 12 WOMEN'S LOCKER 106 - SHOWER - WEST1/4" = 1'-0" 13 WOMEN'S LOCKER 106 - SHOWER - SOUTH
1/4" = 1'-0"
6 WOMEN'S LOCKER 106 - RESTROOM - NORTH
1/4" = 1'-0" 7
WOMEN'S LOCKER 106 - RESTROOM - EAST
1/4" = 1'-0"
8 WOMEN'S LOCKER 106 - RESTROOM - SOUTH
1/4" = 1'-0" 9
WOMEN'S LOCKER 106 - RESTROOM - WEST

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 42

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE. 2 3
A
B
A402 11
A402 7
A402
4 10
13 12
6 9
2 5 3

MEN'S LOCKER
107
8 9.4
A402 15
14 17
16 4' - 4 1/2" CLR.

CLR.
4' - 10 1/4"

JANITOR
108
ACC. BENCH
4' - 6" CLR.

LEVEL 1
+0' - 0"
3 B.O. CEILING
+8' - 6"

OPEN OPEN

9.11 10.6 9.7 8.1

10.3 B

8.1 9.7
2 3

10.3 9.11 10.6 10.2

9.7 B
OPEN

9.7 LEVEL 1
+0' - 0"
B.O. CEILING
+8' - 0"

10.1 9.7
OPEN

9.7 A B
OPEN

9.7 B A

10.2 9.7 10.3
PROVIDE ISA SIGNAGE & ACC.

HANDLES AT ACC. LOCKERS, TYP.

LEVEL 1
+0' - 0"
B.O. CEILING
+8' - 6"

10.1 A B

9.7 OPEN
B A

10.1 9.7
OPEN

METAL STUD FRAMING

CMU WALL
ACCESSIBLE LOCKER (LOWER COMPARTMENT ACC.)
# TOILET ACCESSORY KEY - SEE SHEET A020 FOR SCHEDULE

9.7 OPEN
LEVEL 1
+0' - 0"
3 22.3 9.1
A
A 3

7.1 22.3
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

ENLARGED PLANS
& INTERIOR

ELEVATIONS -

LOCKER ROOM
A402
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
# DESCRIPTION

7.1 SLATE SHINGLE CLADDING

8.1 HOLLOW METAL DOORS, PAINTED

9.1 GYP. BD., PAINTED - WATER RESISTANT AT WET LOCATIONS

9.4 RESINOUS EPOXY FLOORING WITH COARSE AGGREGATE

9.7 CERAMIC WALL TILE

9.11 SOLID SURFACE BACKSPLASH & COUNTERTOP

10.1 PHENOLIC SHOWER / TOILET / URINAL PARTITIONS

10.2 PHENOLIC LOCKERS

10.3 PHENOLIC BENCH, COLOR TO MATCH LOCKERS, ON POWDER COATED ALUMINUM PEDESTALS

10.6 MIRROR

22.3 MOP SINK, S.P.D.
1/4" = 1'-0"
1 ENLARGED PLAN - MEN'S LOCKER 107
1/4" = 1'-0"
2 MEN'S LOCKER 107 - VESTIBULE & LAVS - NORTH
1/4" = 1'-0"
3 MEN'S LOCKER 107 - VESTIBULE - EAST
1/4" = 1'-0"
4 MEN'S LOCKER 107 - VESTIBULE & LAVS - SOUTH
1/4" = 1'-0"
5 MEN'S LOCKER 107 - VESTIBULE - WEST
1/4" = 1'-0"
10 MEN'S LOCKER 107 - SHOWER - NORTH
1/4" = 1'-0"
12 MEN'S LOCKER 107 - SHOWER - SOUTH
1/4" = 1'-0" 11 MEN'S LOCKER 107 - SHOWER - EAST
1/4" = 1'-0" 13 MEN'S LOCKER 107 - SHOWER - WEST
1/4" = 1'-0"
6 MEN'S LOCKER 107 - RESTROOM - NORTH
1/4" = 1'-0" 7
MEN'S LOCKER 107 - RESTROOM - EAST
1/4" = 1'-0" 9
MEN'S LOCKER 107 - RESTROOM - WEST
1/4" = 1'-0"
8 MEN'S LOCKER 107 - RESTROOM - SOUTH
1/4" = 1'-0" 14 JANITOR 111 - NORTH1/4" = 1'-0" 15 JANITOR 111 - EAST 1/4" = 1'-0" 16 JANITOR 113 - SOUTH1/4" = 1'-0" 17 JANITOR 113 - WEST

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 43

METAL STUD FRAMING

CMU WALL
ACCESSIBLE LOCKER (LOWER COMPARTMENT ACC.)
# TOILET ACCESSORY KEY - SEE SHEET A020 FOR SCHEDULE

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE. 3 4
A

9.4 A403 4
3 6
5 FAMILY RM
109

FAMILY RM
110
A403
9 7
10 8

9.4 7' - 8 7/8" 7' - 8 7/8"
11' - 11 1/2" 10"
LEVEL 1
+0' - 0"
B.O. CEILING
+8' - 6"
4 5
A
A403
11 12
13 14

RESTROOM
205
A403
15 18
17 16

RESTROOM
203

STORAGE
204
A403
19 22 20
21 1' - 8"
LEVEL 2 & TERRACE
+13' - 6"
B.O. CEILING
+21' - 6"

9.7 A

8.1 9.7
A
LEVEL 2 & TERRACE
+13' - 6"
B.O. CEILING
+21' - 6"

9.1 A

9.1 22.3

9.1 8.1
A

9.1 A 4 A
LEVEL 2 & TERRACE
+13' - 6"
4 B.O. CEILING
+21' - 6"
LEVEL 1
+0' - 0"
B.O. CEILING
+8' - 6"
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

ENLARGED PLANS
& INTERIOR

ELEVATIONS -

RESTROOMS
A403
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
# DESCRIPTION

8.1 HOLLOW METAL DOORS, PAINTED

9.1 GYP. BD., PAINTED - WATER RESISTANT AT WET LOCATIONS

9.4 RESINOUS EPOXY FLOORING WITH COARSE AGGREGATE

9.7 CERAMIC WALL TILE

22.3 MOP SINK, S.P.D.
1/4" = 1'-0"
1 ENLARGED PLAN - FAMILY RESTROOMS
1/4" = 1'-0"
3 FAMILY RESTROOM 109 - NORTH
1/4" = 1'-0"
4 FAMILY RESTROOM 109 - EAST
1/4" = 1'-0"
5 FAMILY RESTROOM 109 - SOUTH
1/4" = 1'-0"
6 FAMILY RESTROOM 109 - WEST
1/4" = 1'-0"
2 ENLARGED PLAN - RESTROOMS & STORAGE
1/4" = 1'-0"
15 RESTROOM 204 - NORTH
1/4" = 1'-0" 16 RESTROOM 204 - EAST1/4" = 1'-0" 17 RESTROOM 204 - SOUTH1/4" = 1'-0" 18 RESTROOM 204 - WEST 1/4" = 1'-0"
11 STORAGE 205 - NORTH
1/4" = 1'-0" 12 STORAGE 205 - EAST1/4" = 1'-0" 13 STORAGE 205 - SOUTH1/4" = 1'-0" 14 STORAGE 205 - WEST PLAN
NORTH
1/4" = 1'-0" 20 RESTROOM 206 - EAST1/4" = 1'-0" 21 RESTROOM 206 - SOUTH1/4" = 1'-0" 22 RESTROOM 206 - WEST 1/4" = 1'-0"
19 RESTROOM 206 - NORTH
1/4" = 1'-0"
9 FAMILY RESTROOM 110 - SOUTH
1/4" = 1'-0"
10 FAMILY RESTROOM 110 - WEST
1/4" = 1'-0"
7 FAMILY RESTROOM 110 - NORTH
1/4" = 1'-0"
8 FAMILY RESTROOM 110 - EAST

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 44
5 6
SF3

8.5 6 5

6.6 9.1
LEVEL 1
+0' - 0"
5 6

9.1 8.4 4.1
D E

9.1 6 5

8.5 SF1

7.1 LEVEL 1
+0' - 0"
7 T.O.S. @ LOW ROOF
+12' - 3"

9.1 7

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE. 5 6 7
E
D
A501 11
A501 3
A501
6 2
5 4
7 10
13 12
LOBBY
101

9.12 6' - 0"
5' - 0"

3.3 POOL
DECK
101A
101B
SF1
SF2
SF3

POOL OFFICE
102

ELECTRICAL/

TELECOM
116

RECYCLING
117

TRASH /

ORGANICS
118

FIRE RISER
119
9 8

9.12 5' - 0"
5' - 0" 5' - 0"
6' - 0"

3.2 D

8.5 5.1
SF2

7.1 METAL STUD FRAMING

CMU WALL

DOOR / GATE NUMBER

STOREFRONT KEY
101
SF#

8.5 6.6 9.1
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

ENLARGED PLANS
& INTERIOR

ELEVATIONS
A501
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/4" = 1'-0"
6 POOL OFFICE 102 - NORTH
1/4" = 1'-0"
7 POOL OFFICE 102 - SOUTH
1/4" = 1'-0"
2 LOBBY 101 - NORTH
1/4" = 1'-0" 3
LOBBY 101 - EAST
1/4" = 1'-0"
4 LOBBY 101 - SOUTH
1/4" = 1'-0"
10 ELECTRICAL/TELECOM 114 - NORTH
1/4" = 1'-0" 11 ELECTRICAL/TELECOM 114 - EAST1/4" = 1'-0" 12 ELECTRICAL/TELECOM 114 - SOUTH1/4" = 1'-0" 13 ELECTRICAL/TELECOM 114 - WEST # DESCRIPTION

3.2 CAST-IN-PLACE CONCRETE CURB

3.3 POLISHED CONCRETE FLOOR FINISH

4.1 CONCRETE MASONRY BLOCK (GROUND FACE WHERE EXPOSED)

5.1 STRUCTURE, S.S.D., PAINTED

6.6 CUSTOM CASEWORK

7.1 SLATE SHINGLE CLADDING

8.4 GLAZED ALUMINUM ENTRANCE DOORS

8.5 ALUMINUM FRAMED STOREFRONT SYSTEM

9.1 GYP. BD., PAINTED - WATER RESISTANT AT WET LOCATIONS

9.12 RECESSED WALK OFF MAT
1/4" = 1'-0"
1 ENLARGED PLAN - LOBBY AND OFFICE
1/4" = 1'-0" 5
LOBBY 101 - WEST
1/4" = 1'-0" 8
POOL OFFICE 102 - EAST
1/4" = 1'-0" 9
POOL OFFICE 102 - WEST
PLAN
NORTH

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 45
5 6
C
A502 12
A502 8
A502
3 11
14 13
7 10
9 6
5 4

LIFE GUARD
105

FIRST AID
104

JUICE BAR
103
104A
105A
POOL
DECK
SF2
SF3
SF4
LEVEL 1
+0' - 0"
5 9.1 10.4

9.1 5

8.5 SF3

8.5 SF2
LEVEL 1
+0' - 0"
5 8.5
SF4
C

4.1 5

5.1 C

5.1 8.5
SF2
LEVEL 1
+0' - 0"
5 4.1 7.1
5 8.5
SF4

8.5 SF2
B
OPEN

9.1 10.4
2 SF 5

8.5 B

9.1 METAL STUD FRAMING

CMU WALL

DOOR / GATE NUMBER

STOREFRONT KEY
101
SF#

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

LEVEL 1
+0' - 0"
1 9.1
2 A
B
1 18 A502 16
17 15

PARTY ROOM
111
111B
111A
120A

STORAGE
120
SF 5
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

ENLARGED PLANS
& INTERIOR

ELEVATIONS
A502
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/4" = 1'-0"
1 ENLARGED PLAN - ROOMS 103, 104, 105
1/4" = 1'-0"
3 JUICE BAR 103 - NORTH
1/4" = 1'-0" 4
JUICE BAR 103 - EAST
1/4" = 1'-0" 5
JUICE BAR 103 - SOUTH
1/4" = 1'-0" 6
JUICE BAR 103 - WEST
1/4" = 1'-0"
7 FIRST AID 104 - NORTH
1/4" = 1'-0" 8
FIRST AID 104 - EAST
1/4" = 1'-0" 9
FIRST AID 104 - SOUTH
1/4" = 1'-0" 10 FIRST AID 104 - WEST
1/4" = 1'-0"
11 LIFE GUARD 105 - NORTH
1/4" = 1'-0" 12 LIFE GUARD 105 - EAST1/4" = 1'-0" 13 LIFE GUARD 105 - SOUTH1/4" = 1'-0" 14 LIFE GUARD 105 - WEST 1/4" = 1'-0"
16 PARTY ROOM 113 - EAST
1/4" = 1'-0"
17 PARTY ROOM 113 - SOUTH
1/4" = 1'-0" 18 PARTY ROOM 113 - WEST
# DESCRIPTION

4.1 CONCRETE MASONRY BLOCK (GROUND FACE WHERE EXPOSED)

5.1 STRUCTURE, S.S.D., PAINTED

7.1 SLATE SHINGLE CLADDING

8.5 ALUMINUM FRAMED STOREFRONT SYSTEM

9.1 GYP. BD., PAINTED - WATER RESISTANT AT WET LOCATIONS

10.4 CUSTOM CABINETS
PLAN
NORTH
1/4" = 1'-0"
15 PARTY ROOM 113 - NORTH
1/4" = 1'-0"
2 ENLARGED PLAN - PARTY ROOM 113 - ADD ALTERNATE
PLAN
NORTH

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 46
LEVEL 1
+0' - 0"
T.O.S. @ LOW ROOF
+12' - 3"

4.1 C

4.1 8.2 4.1
C

4.1 LEVEL 1
+0' - 0"
7 8

4.1 T.O.S. @ LOW ROOF
+12' - 3"
C

32.3 5.1
8 7

8.2 4.1
C

4.1 LEVEL 1
+0' - 0"
6 7 8
T.O.S. @ LEVEL 2
+12' - 0"
LEVEL 1
+0' - 0"
A B C

3.2 3.1
T.O.S. @ LEVEL 2
+12' - 0"
T.O.S. @ LOW ROOF
+12' - 3"

4.1 8 7 6
OPEN

3.2 4.1
C B A

4.1 1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE. 8 7 6

32.8 4.1 4.1
LEVEL 1
+0' - 0"
6 7 8
T.O.S. @ LOW ROOF
+12' - 3"

5.1 8.1 8.2 8.2 4.1

32.3 SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

ENLARGED PLANS
& INTERIOR

ELEVATIONS
A503
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/4" = 1'-0"
5 CHLORINE - NORTH
1/4" = 1'-0"
6 CHLORINE - EAST
1/4" = 1'-0" 7

CHLORINE - SOUTH
1/4" = 1'-0" 8

CHLORINE - WEST
1/4" = 1'-0"
1 ACID - NORTH
1/4" = 1'-0"
2 ACID - EAST
1/4" = 1'-0"
3 ACID - SOUTH
1/4" = 1'-0"
4 ACID - WEST
1/4" = 1'-0"
9 POOL MECH. - NORTH
1/4" = 1'-0" 10 POOL MECH. - EAST
1/4" = 1'-0" 11 POOL MECH. - SOUTH
1/4" = 1'-0"
12 POOL MECH. - WEST
# DESCRIPTION

3.1 CAST-IN-PLACE CONCRETE, S.S.D.

3.2 CAST-IN-PLACE CONCRETE CURB

4.1 CONCRETE MASONRY BLOCK (GROUND FACE WHERE EXPOSED)

5.1 STRUCTURE, S.S.D., PAINTED

8.1 HOLLOW METAL DOORS, PAINTED

8.2 HOLLOW METAL DOORS WITH FIRE RESISTANT LOUVERS AND SCREEN PER MFR., PAINTED

32.3 CAST-IN-PLACE CONCRETE RETAINING WALL, S.S.D.

32.8 SWING GATE, VINYL COATED CHAIN LINK INFILL
1/4" = 1'-0" 15 MECH VESTIBULE 114 - SOUTH1/4" = 1'-0" 16 MECH VESTIBULE 114 - WEST1/4" = 1'-0" 13 MECH VESTIBULE 114 - NORTH
1/4" = 1'-0" 14 MECH VESTIBULE 114 - EAST

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 47
2 3 5 7 8
A301
1 4 6
A
B
E
C
D
1 2 A301
3 A305
LOBBY
101

JUICE BAR
103

FIRST AID
104

LIFE GUARD
105
POOL MECH.
113
CHLOR
115

WOMEN'S
LOCKER
106

MEN'S LOCKER
107

PARTY ROOM
111
20' - 0" 31' - 0" 19' - 0" 22' - 6" 9' - 6" 15' - 7" 8' - 5" 23' - 6" 24' - 0" 32' - 0"
126' - 0"
24' - 0"
2 A306
5 A306
5 A305
8' - 6"
ACID
114

5.7 5.7

9.1 9.3

9.1 9.3
9' - 0"
8' - 0" 8' - 6"

POOL OFFICE
102

ELECTRICAL/

TELECOM
116

RECYCLING
117

TRASH /

ORGANICS
118

FIRE RISER
119
1 A305
2 A305
4 A305
6 A306

9.10 6.3

9.8 9.8

9.8 9.8
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
8' - 10"
9' - 0"
MECH

VESTIBULE
112
3 A306

FAMILY RM
110

FAMILY RM
109
8' - 6"

JANITOR
108

9.3 8' - 0"
1 A306
4 A306

STORAGE
120
8' - 6"
8' - 6"

9.2 9.2

9.2 12' - 0"
12' - 3"

ELECTRICAL/

TELECOM
116
103' - 6"

RECESSED DOWNLIGHT
2x2 RECESSED LIGHT

WALL-MOUNTED VANITY LIGHT

RECESSED LINEAR LIGHT

SUSPENDED LINEAR LIGHT

SUSPENDED FEATURE LIGHT

LIGHTING FIXTURE TYPE LEGEND

MECHANICAL TYPE LEGEND

SUPPLY DIFFUSER

EXHAUST DIFFUSER

RETURN DIFFUSER

ACCESS PANEL

REMOVABLE PORTION OF LINEAR

WOOD FOR CEILING ACCESS

SURFACE-MOUNTED

UNDERCABINET LIGHT

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

REFLECTED

CEILING PLAN
LEVEL 1
A601
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1/8" = 1'-0" 1
REFLECTED CEILING PLAN LEVEL 1
# DESCRIPTION

5.7 METAL TRELLIS, PAINTED

6.3 COMPOSITE WOOD SLAT CEILING / SOFFIT CLADDING

9.1 GYP. BD., PAINTED - WATER RESISTANT AT WET LOCATIONS

9.2 FRAMED GYP. BD. CEILING, PAINTED

9.3 FRAMED CEMENT PLASTER CEILING SYSTEM AT WET LOCATIONS, PAINTED

9.8 ACOUSTICAL CEILING TILE

9.10 CEMENT PLASTER, PAINTED

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 48
2 3 5 7 8
A301
1 4 6
A
B
E
C
D
1 2 A301
A301 6
A301
5 3
A305

RESTROOM
205

RESTROOM
203
20' - 0" 31' - 0" 19' - 0" 22' - 6" 9' - 6" 15' - 7" 8' - 5" 23' - 6" 24' - 0" 32' - 0"
126' - 0"
79' - 6"
24' - 0"
2 A306
5 A306
5 A305
1 A305
2 A305
4 A305
6 A306

STORAGE
204
8' - 0"
3 A306
1 A306
4 A306

6.3 5.7
ROOF

MECHANICAL
AREA

RECESSED DOWNLIGHT
2x2 RECESSED LIGHT

WALL-MOUNTED VANITY LIGHT

RECESSED LINEAR LIGHT

SUSPENDED LINEAR LIGHT

SUSPENDED FEATURE LIGHT

LIGHTING FIXTURE TYPE LEGEND

MECHANICAL TYPE LEGEND

SUPPLY DIFFUSER

EXHAUST DIFFUSER

RETURN DIFFUSER

ACCESS PANEL

REMOVABLE PORTION OF LINEAR

WOOD FOR CEILING ACCESS

SURFACE-MOUNTED

UNDERCABINET LIGHT

1. FFE: +0' - 0" = +297.00

2. ALL EXPOSED C.I.P. CONC. TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

REFLECTED

CEILING PLAN
LEVEL 2
A602
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
# DESCRIPTION

5.7 METAL TRELLIS, PAINTED

6.3 COMPOSITE WOOD SLAT CEILING / SOFFIT CLADDING
1/8" = 1'-0" 1
REFLECTED CEILING PLAN LEVEL 2

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 49
FLOOR

POLISHED CONCRETE FLOOR FINISH

SEALED CONCRETE FLOOR FINISH
CARPET

RESINOUS EPOXY FLOORING WITH COARSE AGGREGATE

RECESSED WALK OFF MAT
BASE
RUBBER

RESINOUS EPOXY
NONE
WALL
GYP. BD., PAINTED - WATER RESISTANT AT WET LOCATIONS

CERAMIC WALL TILE

CONCRETE MASONRY BLOCK

ALUMINUM FRAMED STOREFRONT SYSTEM

SLIDING / FOLDING GLASS PARTITION

FRP WALL PANEL

COMPOSITE WOOD SIDING

GLAZED PARTITION

FOLDING ACCORDION PARTITION

CEILING
FRAMED GYP. BD. CEILING, PAINTED

ACOUSTICAL CEILING TILE

CEMENT PLASTER, PAINTED

WOOD SLAT CEILING

COMPOSITE WOOD CEILING / SOFFIT CLADDING
METAL DECK, S.S.D., PAINTED

CEMENT PLASTER, PAINTED
F1
F2
F3
F4
F5
B1
B2
B3
W1
W2
W3
W4
W5
W6
W7
W8
W9
C1
C2
C3
C4
C5
C6
C7

TAG DESCRIPTION

FINISH SCHEDULE KEY

SINGLE FLUSH

PANEL - HM

A SINGLE

STOREFRONT SYSTEM

B SINGLE

FLUSH PANEL - HM

AA DOUBLE
10" A.F.F. 8"
6" 6" 6"

STOREFRONT SYSTEM

BB DOUBLE
10" 8"
6" 6"

SCHEDULE
SEE

DOOR TYPE LEGEND DOOR FRAME LEGEND

SG SG SG

SLIDING / FOLDING GLASS PARTITION - C
SG -SAFETY GLASS PER CBC 2406.4
NOTES

SCHEDULE
SEE

SEE SCHEDULE

SCHEDULE
SEE

FLUSH PANEL WITH FULL LENTGH

LOUVER - HM

CC DOUBLE

CANTILEVERED SLIDING GATE W/ VINYL COATED CHAIN LINK INFILL F

SEE SCHEDULE

SEE SCHEDULE
EQ. TYP.

1. GENERAL CONTRACTOR TO VERIFY IN FIELD ACTUAL

DOOR HEIGHT TO PROPERLY SIZE DOOR OPENING

2. ALL DOORS SHALL BE TRIMMED ¼”MINIMUM

CLEARANCE BETWEEN FLOOR FINISH TO ALLOW FOR

FULL DOOR SWING

3. EXIT DOORS SHALL BE OPERABLE FROM THE

INTERIOR WITHOUT USE OF ANY SPECIAL KNOWLEDGE
/EFFORT OR KEY.

4. THE CLEAR MINIMUM WIDTH OF EACH DOOR OPENING
SHALL NOT BE LESS THAN 32 INCHES. THE HEIGHT OF
DOORS SHALL NOT BE LESS THAN 80 INCHES.

5. PROJECTIONS INTO THE CLEAR OPENING WIDTH
BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR
OR GROUND SHALL NOT EXCEED 4 INCHES

6. THERE SHALL BE NO PROJECTIONS INTO THE
REQUIRED CLEAR OPENING WIDTH LOWER THAN 34
INCHES ABOVE THE FLOOR OR GROUND.

7. DOOR HANDLES, PULLS, LATCHES, LOCKS AND
OTHER OPERATING DEVICES SHALL BE INSTALLED 34
INCHES MIMIMUM TO 44 INCHES MAXIMUM ABOVE THE
FINISHED FLOOR AS PER CBC 11B-404.2.7.

8. DOOR HARDWARE ARE OPERABLE WITH ONE HAND

AND DO NOT REQUIRE TIGHT GRASPING, PINCHING, OR
TWISTING OF THE HAND. CBC 11B-404.2.7 AND 11B-309.4

9. DOOR THRESHOLDS COMPLY WITH CBC 11B-404.2.5

10. LOWER 10 INCH OF THE DOOR SURFACE IS

PROVIDED WITH A SMOOTH SURFACE FOR THE FULL

WIDTH OF THE DOOR, AT THE PUSH SIDE OF THE DOOR
PER CBC 11B-404.2.10.

11. DOORS WITH VISION PANELS SHALL HAVE THE
BOTTOM OF THE VISION PANEL IN THE DOOR TO BE 43"

MAXIMUM ABOVE THE FINISH FLOOR PER CBC
11B-404.2.11.

12. SAFETY GLAZING MUST BE PROVIDED AT
HAZARDOUS LOCATIONS PER CBC 2406.4 INLCLUDING,
BUT NOT LIMITED TO, GLAZING WITHIN 18 INCHES OF A

WALKING SURFACE, GLAZING IN DOORS, AND WINDOWS
ADJACENT TO DOORS.

DOOR SCHEDULE NOTES

DOOR SCHEDULE KEY
HM = HOLLOW METAL
PTD = PAINTED
T = TEMPERED GLASS
CR = CARD READER

1. ALL SURFACES EXPOSED TO VIEW SHALL RECEIVE A FIELD

APPLIED PAINT FINISH, UNLESS SHOP FINISHED, PRE-FINISHED, OR SPECIFICALLY NOTED NOT TO BE PAINTED.

2. PAINT ALL STRUCTURAL STEEL COLUMNS, BEAMS, FRAMING,

DECKING AND ALL MISCELLANEOUS SUSPENSION HARDWARE

AND ALL UTILITIES
EXPOSED TO PUBLIC VIEW ABOVE LINEAR WOOD CEILINGS.

COLOR SHALL BE BLACK, EGGSHELL SHEEN

3. AT MECHANICAL ROOMS, ELECTRICAL ROOMS, STORAGE

ROOMS, STAIRS AND OTHER BACK OF HOUSE ROOMS WHERE A

CEILING PAINT FINISH IS REQUIRED, PAINT ALL STRUCTURAL

STEEL COLUMNS,

BEAMS, FRAMING, DECKING AND ALL MISCELLANEOUS
SUSPENSION HARDWARE AND ALL UTILITIES EXPOSED TO VIEW.

COLOR SHALL BE WHITE, EGGSHELL SHEEN

GENERAL FINISH NOTES
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

SCHEDULES -

ROOM FINISHES &
DOOR
A800
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611

ROOM FINISH SCHEDULE
ROOM

NUMBER ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS 101 LOBBY F1, F5 B1 W1, W4, W7, W8 C1, C4
102 POOL OFFICE F3 B1
103 JUICE BAR F1 B1 W1, W4, W7 C2
104 FIRST AID F1 B1 W1, W4 C2
105 LIFE GUARD F1 B1 W1, W4 C2
106 WOMEN'S LOCKER F4 B2 W2 C1, C3 (AT SHOWER AREAS)
107 MEN'S LOCKER F4 B2 W2 C1, C3 (AT SHOWER AREAS)
108 JANITOR
109 FAMILY RM F4 B2 W2 C3
110 FAMILY RM F4 B2 W2 C3
111 PARTY ROOM F3 B1 W1, W5 C4
112 MECH VESTIBULE C6
113 POOL MECH. F2 B3 W3 C6
114 ACID F2 B3 W3 C6
115 CHLOR F2 B3 W3 C6
116 ELECTRICAL/ TELECOM B3 C6
117 RECYCLING C6
118 TRASH / ORGANICS C6
119 FIRE RISER C6
120 STORAGE
203 RESTROOM F4 B2 W1, W4, W5, W9 C5
204 STORAGE F4 B2
205 RESTROOM F4 B2 W2 C1

DOOR SCHEDULE
DOOR #

ROOM / AREA
NAME

OPENING DOOR SIZE FIRE
RATING

DOOR FRAME DETAILS HDWR
GROUP
Sign
WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATL FIN HEAD JAMB SILL Type COMMENTS 101A LOBBY 6' - 0" 7' - 0" 1 3/4" BB ALUM. &
GLASS
MATCH STOR. ALUM. STOR. MATCH STOR. 20/A813 18/A813 1/A813 01 C, G CARD READER, AUTO OPERATOR 101B LOBBY 6' - 0" 6' - 10" 1 3/4" BB ALUM. &
GLASS
MATCH STOR. ALUM. STOR. MATCH STOR. 20/A813 18/A813 1/A813 01 C, G CARD READER, AUTO OPERATOR 102A LOBBY 3' - 0" 7' - 0" 1 3/4" B WD & GLASS VENEER HM PTD 102B POOL OFFICE 3' - 0" 6' - 10" 2"
103A JUICE BAR 3' - 0" 6' - 10" 2" B ALUM. &
GLASS
MATCH STOR. ALUM. STOR. MATCH STOR.
104A FIRST AID 3' - 0" 7' - 0" 2" B ALUM. &
GLASS
MATCH STOR. ALUM. STOR. MATCH STOR.
105A LIFE GUARD 3' - 0" 7' - 0" 2" B ALUM. &
GLASS
MATCH STOR. ALUM. STOR. MATCH STOR.
106A WOMEN'S
LOCKER
3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD
107A MEN'S LOCKER 3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD 108A MEN'S LOCKER 3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD 109A FAMILY RM 3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD
110A FAMILY RM 3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD
111A PARTY ROOM 2' - 11" 7' - 0" 2" B ALUM. &
GLASS
MATCH STOR. ALUM. STOR. MATCH STOR.
111B PARTY ROOM 3' - 0" 7' - 0" 2" B ALUM. &
GLASS
MATCH STOR. ALUM. STOR. MATCH STOR.
113A POOL MECH. 6' - 0" 7' - 0" 1 3/4" AA HM PTD HM PTD 114A ACID 6' - 0" 7' - 0" 2" DD FRP - HM PTD
115A CHLOR 6' - 0" 7' - 0" 2" DD FRP - HM PTD
116A ELECTRICAL/

TELECOM
3' - 6" 7' - 0" 1 3/4" AA HM PTD HM PTD
117A RECYCLING 6' - 0" 7' - 0" 1 3/4" AA HM PTD HM PTD
118A TRASH /

ORGANICS
6' - 0" 7' - 0" 1 3/4" AA HM PTD HM PTD
119A FIRE RISER 3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD
120A STORAGE 6' - 0" 7' - 0" 2" AA HM PTD HM PTD
201A ROOF MECH 6' - 0" 7' - 0" 1 3/4" AA HM PTD HM PTD
202A ROOF AREA 3' - 0" 6' - 0" 1 3/4"
204A RESTROOM 3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD
205A STORAGE 3' - 0" 7' - 0" 1 3/4"
206A RESTROOM 3' - 0" 7' - 0" 1 3/4" A HM PTD HM PTD

REVISION

NUMBER DATE DESCRIPTION

GATE SCHEDULE
DOOR #

ROOM/AREA
NAME

OPENING DOOR SIZE FIRE
RATING

DOOR FRAME DETAILS HDWR
GROUP
Sign
WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATL FIN HEAD JAMB SILL Type COMMENTS G01 POOL DECK 6' - 0" 7' - 0" 2"
G02 POOL DECK 5' - 0" 6' - 8" 1 3/4"
G03 POOL DECK 6' - 0" 4' - 4" 1 3/4"
G04 MECH

VESTIBULE
6' - 0" 7' - 0" 2" STL PTD 13 G, H SEE 3,4,5/- FOR ELEVATIONS AND

SECTIONS
G05 POOL STORAGE 14' - 0" 7' - 0" 4 11/16"
G06 POOL STORAGE 17' - 0" 7' - 1" 4 11/16"
Attachmment A Agenda Report Page 50

1. CHARACTERS AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH.

CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUNDS WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

2. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL

CONTRAST WITH THEIR FIELD EITHER WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD.

3. THE TRIANGLE AND CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER DARK ON A LIGHT BACKGROUND OR LIGHT WITH A DARK BACKGROUND. AT UNISEX TOILET AND

BATHING FACILITIES, THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE

SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

4. DARK COLOR TO BE SCHOOL SPECIFIC IN PMS: AQUATIC CENTER = XXX , LIGHT COLOR TO BE WHITE.

5. EDGES AND VERTICES ON GEOMETRIC SYMBOLS: EDGES SHALL BE EASED OR ROUNDED AT 1/16 INCH (1.59 MM) MINIMUM, OR CHAMFERED AT 1/8 INCH (3.2 MM) MAXIMUM. VERTICES SHALL BE RADIUSED BETWEEN 1/8 INCH (3.2 MM) MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM.

6. RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND.

CHARACTERS SHALL BE UPPERCASE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS

SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. RAISED CHARACTERS SHALL COMPLY WITH SECTION 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 11B-703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 11B-703.4.

7. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (15.9 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". SEE SIGN DETAIL FOR SPECIFIC HEIGHTS. 2 7/8" 6"
315
1/8" THICK PAINTED

ACRYLIC BACKER
PANEL WITH 3/16"

THICK PAINTED

ACRYLIC HEADER
WITH 1/32" RAISED
TEXT AND GRADE 2

BRAILLE

MOUNTING HEIGHT
+48" MIN. A.F.F.

NOTE:

ROOM NUMBER /

DESIGNATION TO

BE PROVIDED BY
OWNER
5/8"
+60" A.F.F MAX

MOUNTING HEIGHT

TO THE BOTTOM OF

HIGHEST RAISED

CHARACTER
3/8" 1"
1/2"
1 1/8"
2 1/4"

CHANGEABLE NAME

APPROPRIATE TITLE
1/4" 1/4" 1/4"
1/2"
1/8" THICK CLEAR, NON-GLARE

ACRYLIC WINDOW WITH
NOTCHED TOP & BOTTOM EDGES.

SLOR-FIT WITH UPPER ACRYLIC
PANEL TO HAVE "THUMB" NOTCH

AT RIGHT REAR EDGE TO

ACCOMODATE PAPER INSERT

SILKSCREENED
LOGO
1/4" THICK PAINTED ACRYLIC
PANEL WITH 1/32" RAISED TEXT,
PICTOGRAM AND GRADE 2 BRAILLE

MOUNTING HEIGHT
+60" A.F.F.
10 3/8"
7 1/4"
WOMEN
6" 7/8" 3/4" 3/8" 1/2"
2 3/4"
10 3/8"
7 1/4"
MEN
7/8" 3/4" 3/8" 1/2"
2 3/4"
10 3/8"
7 1/4"
3/4"

RESTROOM
3/8" 1/2"
6" 1 5/8"
1 5/8"
2 3/4"
1/4" THICK PAINTED ACRYLIC
PANEL WITH 1/32" THICK WHITE
ACRYLIC PICTOGRAM. TRIANGLE
CORNERS TO HAVE 1/8" RADIUS.
1' - 0"
1' - 1 3/4"
1/4" THICK WHITE ACRYLIC
PANEL WITH 1/32" THICK
PAINTED ACRYLIC PICTOGRAM.
1' - 0"
1/4" THICK PAINTED

ACRYLIC PANEL WITH
1/32" THICK WHITE
ACRYLIC PICTOGRAM.

ALL-GENDER MEN'S WOMEN'S 1' - 0" 6" 6"
1/4" THICK PAINTED ACRYLIC
PANEL.

MOUNTING HEIGHT
+60" A.F.F.
2 3/4"
1/8" THICK PAINTED

ACRYLIC PANEL
WITH 1/32" RAISED
TEXT AND GRADE 2
BRAILLE.
3/8"
3"
3/4"
EXIT
6"
+60" A.F.F. MAX

MOUNTING HEIGHT
+48" A.F.F. MIN

BASELINE OF BRAILLE

RAISED TEXT, TYP
3/4"
EXIT
3"
6"
3/4"
ROUTE
1/4" 3/8"
1/8" THICK PAINTED

ACRYLIC PANEL
WITH 1/32" RAISED
TEXT AND GRADE 2
BRAILLE.
+60" A.F.F. MAX

MOUNTING HEIGHT
+48" A.F.F. MIN

BASELINE OF BRAILLE

RAISED TEXT, TYP
4 3/8"
5/8"1/4" 3/8"1 3/8" 1/4" 3/8"

MOUNTING HEIGHT
+60" A.F.F.
1/8" THICK PAINTED ACRYLIC

PANEL WITH WHITE

SILKSCREENED TEXT, AND

SPECIFIC LOGO AND
PICTOGRAM. FLUSH

MOUNTED TO ALUMINUM
MOUNTING BRACKET.
10"
5/8" 2 1/2"
3/8"
5 1/2"
5 3/8"

MAXIMUM

OCCUPANT
XXX

COORDINATE

OCCUPANCY

NUMBER WITH

ARCHITECT

FOR EACH ROOM
1/8" THICK PAINTED

ACRYLIC PANEL WITH

WHITE SILKSCREENED
TEXT
5/8" 5/8" 1/4" 5/8"1/4" 1 1/8"

CAPACITY
3/4"
1/4" 5/8" 1"

MOUNTING HEIGHT
+60" A.F.F. MAX
MIN
1' - 6"
MIN
1' - 6"
MIN
1' - 6"
MIN
1' - 6"

CLEAR FLOOR

SPACE AT

TACTILE SIGN

CENTERED ON

TACTILE

CHARACTERS
MIN
1' - 6"
MIN
1' - 6"

CLEAR FLOOR

SPACE AT

TACTILE SIGN

CENTERED ON

TACTILE

CHARACTERS
45°
45°

TACTILE SIGN

INACTIVE ACTIVE
ACTIVE
MIN
1' - 6"
45°

ALTERNATE
SIGN

LOCATION

WHERE THERE IS NO WALL

SPACE AT THE LATCH SIDE

OF A SINGLE DOOR OR AT

THE RIGHT SIDE OF DOUBLE

DOORS, SIGNS SHALL BE

LOCATED ON THE NEAREST
ADJACENT WALL.

WHERE A TACTILE SIGN

IS PROVIDED AT

DOUBLE DOORS WITH

ONE ACTIVE LEAF, THE

SIGN SHALL BE

LOCATED ON THE
INACTIVE LEAF.
3/4"

BUILDING
3 13/16"
9"
3/4"

FIREWATER
1/4"
+60" A.F.F. MAX

MOUNTING HEIGHT

CONTROL VALVE
1/4" 3/4"
NOTE:

1. PROVIDE 'BUILDING FIREWATER

CONTROL VALVE ' SIGNAGE AT

UNDER VALVE INSIDE ROOM

2. PROVIDE 'BUILDING FIREWATER

CONTROL VALVE INSIDE' SIGNAGE
ON DOOR TO ROOM.

4. SIZE OF SIGNAGE VARIES WITH
ACTUAL TEXT. SAMPLE TEXT SHOWN
TO THE LEFT.
1/8" THICK PAINTED ACRYLIC

PANEL WITH WHITE

SILKSCREENED TEXT
4"
4"
1/2" 3" 1/2"

MOUNTING HEIGHT
+60" A.F.F.
1/8" THICK PAINTED

ACRYLIC PANEL WITH

WHITE SILKSCREENED

PICTOGRAM
1 3/8"
1/4"
3/4" 1/4"
1' - 0"
1' - 3"

EMERGENCY EXIT PLAN

YOU ARE HERE

EVACUATION ROUTE
STAIRS

ELEVATOR

FIRE EXTINGUISHER

FIRE ALARM

IN CASE OF FIRE, USE STAIRS FOR EXIT

DO NOT USE ELEVATORS
EMERGENCY NUMBER: 911
3/8" 1/4"

FINAL MAP

ARTWORK TBD

MOUNTING HEIGHT
+48" MAX. A.F.F.

SATIN ALUMINUM MOUNTING

BRACKET

SATIN ALUMINUM MOUNTING

BRACKET
1/8" THICK PAINTED ACRYLIC

PANEL WITH SILKSCREENED

WHITE TEXT, FLOOR NUMBER,
LEGEND, AND 0.5 PT RULE LINES.

SILKSCREENED FLOOR PLAN
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

SIGNAGE TYPE

AND DETAILS
A801
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

GENERAL SIGNAGE NOTES
6" = 1'-0"
3 SIGN - TACTILE ROOM ID - NUMBER AND ROOM NAME
6" = 1'-0" 13 SIGN - RESTROOM TACTILE ID
3" = 1'-0" 14 SIGN - RESTROOM ID - DOOR MOUNTED
6" = 1'-0"
4 SIGN - TE - TACTILE EXIT/ROUTE SIGNAGE
6" = 1'-0"
7 SIGN - NO SMOKING
6" = 1'-0"
12 SIGN - MAX OCCUPANCY
3/8" = 1'-0"
2 SIGN - LOCATION OF TACTILE SIGNS AT DOORS
6" = 1'-0"
11 SIGN - BUILDING FIREWATER
6" = 1'-0"
8 SIGN - ACCESSIBLE ENTRANCE SIGN
6" = 1'-0" 15 SIGN - EES - EVACUATION SIGN

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 51
LEVEL 1
+0' - 0"
6 9' - 0"
7' - 1" 1' - 11"
T T T
T T
T
TYPE: SF1
GLAZING:

FRAME:

GL-#
ALUMINUM, PTD. SEE SPEC FOR COLOR
DIM PT
R.O.

DIM PT
R.O.

DIM PT
R.O.
3' - 2" 6' - 2" 3' - 10 1/2" 3' - 11 1/2"
17' - 2"
LEVEL 1
+0' - 0"
C D
T

T T T T T
9' - 0"
DIM PT
R.O.

TYPE: SF2
GLAZING:

FRAME:

GL-#
ALUMINUM, PTD. SEE SPEC FOR COLOR
DIM PT
R.O.

DIM PT
R.O.

T T T T T T T T T T T T T T T T T T T T
3' - 1" 3' - 1" 3' - 2"
1' - 6 1/2" 1' - 4 1/2"
3' - 2" 3' - 1" 3' - 1"
1' - 6 1/2" 1' - 6 1/2"
3' - 1" 3' - 1" 3' - 3 1/4" 1' - 4 7/8" 6' - 3" 3' - 1" 3' - 1" 3' - 1" 1' - 4 7/8" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 6' - 2" 3' - 1" 1' - 11" 7' - 1"
TYPE: SF5
GLAZING:

FRAME:

GL-X
ALUMINUM, PTD. SEE SPEC FOR COLOR
7' - 0" 3' - 6" 3' - 2"
7' - 1"
1' - 11"
9' - 0"
DIM PT
R.O.

DIM PT
R.O.

T
T
T
T T
3' - 3"
LEVEL 1
+0' - 0"
5 TYPE: SF4
GLAZING:

FRAME:

GL-# ; SPANDREL GL- #
ALUMINUM, PTD. SEE SPEC FOR COLOR
8' - 10 7/8"
9' - 0"
3' - 7"
DIM PT
R.O.

F.O. MUL
DIM PT
R.O.
5' - 5"
T T T
2' - 11 1/2" 3' - 0 1/2" 2' - 10 7/8"
LEVEL 1
+0' - 0"
5 TYPE: SF3
GLAZING:

FRAME:

GL-# ; SPANDREL GL-#
ALUMINUM, PTD. SEE SPEC FOR COLOR 9' - 0" 3' - 7" 5' - 5" 8' - 10 7/8"
DIM PT
R.O.

F.O. MUL
DIM PT
R.O.

T T T
2' - 11 1/2" 3' - 0 1/2" 2' - 10 7/8"

1. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING

CURTAINWALL AND STOREFRONT INTERNAL REINFORCEMENT AND

ANCHORAGE TO MEET APPLICABLE CODES AND ORDINACES, AND TO MEET THE FOLLOWING WIND LOAD CRITERIA:

EXPOSURE CLASSIFICATION:

BASE MEAN WIND VELOCITY:

Cpi:

2. STOREFRONT DESIGN IS BASED ON KAWNEER TRIFAB 451UT (VERIFY WITH SPECS) THERMALLY BROKEN SYSTEM. MULLIONS LARGER THAN 2-INCH BY

4.5-INCH SHALL NOT BE ACCEPTED. INTERNALLY REINFORCE AS NECESSARY.

4. THE CURTAINWALL/STOREFRONT CONTRACTOR SHALL COORDINATE WITH OTHER TRADES MOUNTING ELEMENTS ON MULLIONS.

5. OPERABLE WINDOW UNITS ARE INCLUDED IN
CURTAINWALL/STOREFRONT ASSEMBLIES. COORDINATE THE

INSTALLATION OF CONTROL WIRING WITHIN MULLIONS FOR A

COMPLETELY CONCEALED WINDOW OPERATING SYSTEM (VERIFY IF THERE

ARE ANY OPERABLE WINDOW UNITS)

6. CONTRACTOR SHALL PROVIDE ALL NFRC REQUIRED DESIGN,

CALCULATIONS, LABELING AND INSPECTION FOR FIELD ASSEMBLED

GLAZING

7. CURTAINWALL/STOREFRONT CONTRACTOR SHALL PROVIDE BRAKE

METAL INFILL PANELS, COVERS AND FLASHINGS WITHIN MULLIONS, TO MATCH MULLION COLOR. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METAL GAUGES TO PREVENT OIL-CANNING.

8. FIELD VERIFY ROUGH OPENING DIMENSIONS AND CONFIRM BRAKE METAL PANEL DIMENSIONS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING GLASS

THICKNESSES AND FOR PROVIDING SAFETY GLAZING AT ALL
LOCATIONS REQUIRED BY CODE, AND AS OTHERWISE INDICATED.

WHERE SAFETY GLAZING IS REQUIRED AT DOUBLE PANED GLASS

LOCATIONS, PROVIDE SAFETY GLAZING AT BOTH PANES

10. COORDINATE BETWEEN CURTAINWALL/STOREFRONT AND
AUTOMATIC SWINGING DOORS. POWER AND CONTROL WIRING SHALL BE CONCEALED WITHIN MULLIONS.

11. ALL EXTERIOR VERTICAL GLAZING SHALL BE TYPE GL-1, INSULATING, SOLARBAN 70XL OR EQUIVALENT IN THERMAL BROKEN METLA OR NONMETAL (U FACTOR OR 0.45 OR BETTER, SHGC OF 0.27 OR BETTER)

12. ALL OPERABLE WINDOWS ARE CONNECTED TO BUILDING
MANAGEMENT SYSTEM.

13. ALL OPERABLE WINDOWS SHALL HAVE INSECT SCREENS.

14. ALL EXTERIOR STOREFRONT AND CURTAIN WALL SYSTEMS SHALL BE SHOP PAINTED, THERMALLY BROKEN FRAME.

15. TEMPERED OR SAFTY GLAZING REQUIRED.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

STOREFRONT

SCHEDULE
A805
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/4" = 1'-0"
1 STOREFRONT SF1
1/4" = 1'-0" 2
STOREFRONT - SF2
1/4" = 1'-0"
5 STOREFRONT - SF5
1/4" = 1'-0"
4 STOREFRONT - SF4
1/4" = 1'-0"
3 STOREFRONT SF3

GENERAL WINDOW SCHEDULE NOTES

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 52
NATURAL SLATE: 1/4" -3/8"
(BOD: CUPA PIZARRAS)

HORIZONTAL BATTEN/RAIL -
(BOD: CUPACLAD 101)

METAL BRACKET - FIXED
POINT- (BOD: CUPACLAD)

METAL BRACKET - FLOATING
POINT- (BOD: CUPACLAD)
VERTICAL "L" RAIL
(2" X 2 3/8")
6" METAL STUD

FRAMING
1-1/2" CONTINUOUS RIGID
INSULATION (R-5 MIN)

THERMAL BATT INSULATION -
FULL DEPTH OF STUD - MIN. R19
SS A2 SELF-DRILLING
SCREW
SS A2 SELF-DRILLING

INOX SCREW
3/4" MIN AIR CAVITY

PLYWOOD SHEATHING, SSD

SELF ADHERED SHEET

AIR/WATER BARRIER

INTERIOR EXTERIOR
NATURAL SLATE: 1/4" -3/8"
(BOD: CUPA PIZARRAS)

HORIZONTAL BATTEN/RAIL -
(BOD: CUPACLAD 101)

METAL BRACKET - FIXED
POINT- (BOD: CUPACLAD)

METAL BRACKET - FLOATING
POINT- (BOD: CUPACLAD)
VERTICAL "L" RAIL
(2" X 2 3/8")
6" METAL STUD FRAMING
1-1/2" RIGID INSULATION

BATT INSULATION - FULL
DEPTH OF STUD - MIN. R19
SS A2 SELF-DRILLING SCREW
SS A2 SELF-DRILLING INOX SCREW

PLYWOOD SHEATHING, SSD

SELF ADHERED SHEET AIR/

WATER BARRIER
6" METAL STUD FRAMING
1-1/2" CONTINOUS RIGID
INSULATION (R-5 MIN.)

BATT INSULATION - FULL
DEPTH OF STUD - MIN. R19

PLYWOOD SHEATHING, SSD

SELF ADHERED AIR/WATER

RESISTIVE BARRIER

CONCEALED SCREWS

COMPOSITE WOOD

FACADE PANELS
(BOD: INNOWOOD)

PROFILE - WIDTH TBD

EXTERIOR

INTERIOR

FINISH PER SCHEDULE (GYP
BD OR CERAMIC TILE (W244 -I
OR W243-I, TBD)

SELF-ADHERING

WEATHER-RESISTIVE

BARRIER
9" SELF-ADHERED REINFORCING

FLASHING STRIP BEHIND

FURRING CHANNEL, W/ SEALANT
AT LEADING EDGE, TYP.
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
INTERIOR EXTERIOR 2" TYP.
1 1/2" 2"

COMPOSITE WOOD

FACADE PANELS
(BOD: INNOWOOD)
6" METAL STUD FRAMING
1-1/2" CONTINUOUS RIGID
INSULATION (R-5 MIN)

THERMAL BATT

INSULATION - FULL DEPTH
OF STUD - MIN. R19

AIR CAVITY

FINISH PER SCHEDULE (GYP
BD OR CERAMIC TILE (W.O.)
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER
9" SELF-ADHERED REINFORCING

FLASHING STRIP BEHIND

FURRING CHANNEL, W/ SEALANT
AT LEADING EDGE, TYP.
5/8" GYP. BOARD OR

PLYWOOD SHEATHING, SSD

EXTERIOR

MECH/PV AREA

EXTERIOR
2" TYP.

COMPOSITE WOOD

FACADE PANELS
(BOD: INNOWOOD)

AIR CAVITY
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER
9" SELF-ADHERED REINFORCING

FLASHING STRIP BEHIND

FURRING CHANNEL, W/ SEALANT
AT LEADING EDGE, TYP.

METAL STUD FRAMING IN

BETWEEN STUCTURAL
STEEL, S.S.D.
5/8" GYP. BOARD OR

PLYWOOD SHEATHING, SSD
ROOFING MEMBRANE O/ 1/2"
EXTERIOR GYP. SHEATHING

BASED ON
TCNA W-211 (WET OR DRY)
BY LOCATION. SEE INTERIOR

PARTITION TYPES FOR
TYPICAL TCNA W-211

ASSEMBLY
1" CONTINOUS RIGID

INSULATION

CMU BLOCK WALL, SSD

CERAMIC TILE
Z-CHANNEL 20 GA.

FURRING@ 24" OC.

SHEATHING
WATER RESISTANT BARRIER30 LBS FELT - 2 LAYERS
CEMENT PLASTER , 7/8" THICK

OVER SELF FURRING LATH

EXTERIOR INTERIOR
(BASED ON INTERNATIONAL

MASONRY INSTITUTE -

STUCO OVER CMU WITH
INSULATION - 09.070.0103)

EXTERIOR

MECH/PV AREA
6" METAL STUD FRAMING

PLYWOOD SHEATHING, SSD

SELF ADHERED WATER

RESISTIVE BARRIER

CONCEALED SCREWS

COMPOSITE WOOD

FACADE PANELS
(BOD: INNOWOOD)

PROFILE - WIDTH TBD

EXTERIOR

SELF-ADHERING

WEATHER-RESISTIVE

BARRIER
9" SELF-ADHERED REINFORCING

FLASHING STRIP BEHIND

FURRING CHANNEL, W/ SEALANT
AT LEADING EDGE, TYP.
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
ROOFING MEMBRANE O/ 1/2"
EXTERIOR GYP. SHEATHING
NATURAL SLATE:
1/4" -3/8"

HORIZONTAL BATTEN/RAIL

METAL BRACKET

METAL BRACKET - FLOATING
POINT- (BOD: CUPACLAD)
VERTICAL "L" RAIL
(2" X 2 3/8")
1" CONTINUOUS RIGID

INSULATION
3/4" MIN AIR CAVITY

CMU BLOCK WALL, SSD

SELF ADHERED SHEET

AIR/WATER BARRIER

INTERIOR EXTERIOR

BASED ON
TCNA W-211
(DRY LOCATION)

EXTERIOR

GRANULAR

DRAINAGE BACKFILL
NATURAL SLATE:
1/4" -3/8"

HORIZONTAL BATTEN/RAIL

METAL BRACKET

METAL BRACKET -
FLOATING POINT- (BOD:

CUPACLAD 101)
VERTICAL "L" RAIL
(2" X 2 3/8")
3/4" MIN AIR CAVITY

CONCRETE SITE

WALL, SSD

SELF ADHERED SHEET
AIR/WATER BARRIER???

WATERPROOFING
MEMBRANE???

EXTERIOR/IN GROUND
12" CONCRETE

WALL, SSD

WATERPROOF

MEMBRANE

BASED ON
TCNA W-211
(WET LOCATION)

MORTAR BED

BOND COAT

CERAMIC TILE

MORTAR BED

BOND COAT

WATERPROOFING

MEMBRANE

RIGID INSULATION
(EPS,XPS,TBD)

SHORING

INTERIOR EXTERIOR

BASED ON
TCNA W-211
(DRY LOCATION)
12" CONCRETE

WALL, SSD

MORTAR BED

BOND COAT

CERAMIC TILE

MORTAR BED

BOND COAT

WATERPROOFING

MEMBRANE
1" RIGID INSULATION
(EPS,XPS, TBD)

SHORING

INTERIOR EXTERIOR
12" CONCRETES

WALL, SSD
5/8" GYP BD
2" Z-FURRING

CHANNEL

WATERPROOFING

MEMBRANE
1" RIGID

INSULATION
(EPS,XPS)

SHORING

INTERIOR EXTERIOR
NATURAL SLATE:
1/4" -3/8" (BOD: CUPA

PIZARRAS)

METAL BRACKET -
FIXED POINT- (BOD:

CUPACLAD)
6" METAL STUD

FRAMING
1-1/2" CONT. RIGID
INSULATION (R-5 MIN)
SS A2 SELF-DRILLING
SCREW
SS A2 SELF-DRILLING

INOX SCREW
3/4" MIN AIR CAVITY

PLYWOOD

SHEATHING, SSD

SELF ADHERED SHEET

AIR/WATER BARRIER

INTERIOR EXTERIOR

HORIZONTAL
BATTEN/RAIL - (BOD:

CUPACLAD 101)

METAL BRACKET -
FLOATING POINT- (BOD:

CUPACLAD)
VERTICAL "L" RAIL
(2" X 2 3/8")

THERMAL BATT

INSULATION - FULL

DEPTH OF STUD
1-1/2" CONTINOUS RIGID
INSULATION (R-5 MIN.)

PLYWOOD SHEATHING

SELF ADHERED AIR/WATER

BARRIER
CEMENT PLASTER , 7/8" THICK

OVER SELF FURRING LATH

INTERIOR EXTERIOR

THERMAL BATT
INSULATION, R-19 MIN
6" METAL STUD FRAMING
5/8" GYP BD,

AS SCHEDULE
12" CONCRETE

WALL, SSD

WATERPROOFING

MEMBRANE
1" RIGID

INSULATION
(EPS,XPS -TBD)

SHORING

INTERIOR EXTERIOR
NATURAL SLATE:
1/4" -3/8"

HORIZONTAL BATTEN/RAIL

METAL BRACKET

METAL BRACKET - FLOATING
POINT- (BOD: CUPACLAD)
VERTICAL "L" RAIL
(2" X 2 3/8")
1" CONTINUOUS

RIGID INSULATION
3/4" MIN AIR CAVITY

CMU BLOCK WALL, SSD

SELF ADHERED SHEET

AIR/WATER BARRIER

INTERIOR EXTERIOR

ACOUSTIC BATT INSULATION -

FULL DEPTH OF STUD

BASED ON
TCNA W-244
(DRY LOCATION)
4" METAL STUD WALL,

FULL HEIGHT TO STRUCTURE
ABOVE

BOND COAT

CERAMIC TILE

CEMENT OR FIBER CEMENT

BACKER BOARD
INTERIOR EXTERIOR 2" TYP.
1 1/2" 2"

COMPOSITE WOOD

FACADE PANELS
(BOD: INNOWOOD)
6" METAL STUD FRAMING

THERMAL BATT

INSULATION - FULL DEPTH
OF STUD - MIN. R19

AIR CAVITY
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER
9" SELF-ADHERED REINFORCING

FLASHING STRIP BEHIND

FURRING CHANNEL, W/ SEALANT
AT LEADING EDGE, TYP.
1-1/2" CONTINOUS RIGID
INSULATION (R-5 MIN.)

EXTERIOR GYPSUM SHEATHING -

FIRE RATED, SSD

FINISH PER SCHEDULE
(CERAMIC TILE OVER

MOISTURE RESISTANT - FIRE

RESISTANT GYP BD OR FIRE

RESISTANT GYP BD)
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EXTERIOR WALL

ASSEMBLY TYPES
A820
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3" = 1'-0"

EXTERIOR WALL ASSEMBLY- SLATE RAINSCREEN
I Q 3" = 1'-0"

EXTERIOR WALL ASSEMBLY - PLAN - SLATE RAINSCREEN
R 3" = 1'-0"

EXTERIOR WALL ASSEMBLY - PLAN - COMPOSITE WOOD

RAINSCREEN
3" = 1'-0"

EXTERIOR WALL ASSEMBLY - COMPOSITE WOOD

RAINSCREEN
J
3" = 1'-0"

EXTERIOR WALL ASSEMBLY - COMPOSITE WOOD

RAINSCREEN - PV/MECH
K
3" = 1'-0"

EXTERIOR WALL ASSEMBLY - CEMENT PLASTER OVER CMU
L
S 3" = 1'-0"

EXTERIOR WALL ASSEMBLY - PLAN - COMPOSITE WOOD

RAINSCREEN - PV/MECH
3" = 1'-0"

EXTERIOR WALL ASSEMBLY - SLATE OVER CMU
E
3" = 1'-0"

EXTERIOR WALL ASSEMBLY - SLATE OVER CONCRETE
H

REVISION

NUMBER DATE DESCRIPTION
3" = 1'-0"

EXTERIOR CONCRETE - TILE OVER CONCRETE - WET
B
3" = 1'-0"

EXTERIOR CONCRETE - TILE OVER CONCRETE- DRY
C
3" = 1'-0"

EXTERIOR CONCRETE - INTERIOR FURRED GYP BD
A
3" = 1'-0"

EXTERIOR WALL ASSEMBLY- DOUBLE STUD-SLATE

RAINSCREEN
F
3" = 1'-0"

EXTERIOR WALL ASSEMBLY - CEMENT PLASTER OVER STUD
FRAMING P 3" = 1'-0"

EXTERIOR CONCRETE - CONCRETE
D
3" = 1'-0"

EXTERIOR WALL ASSEMBLY - SLATE OVER CMU - TILE OVER
STUD G
T 3" = 1'-0"

EXTERIOR WALL ASSEMBLY - COMPOSITE WOOD

RAINSCREEN - RATED
Attachmment A Agenda Report Page 53
NATURAL SLATE:
1/4" -3/8"
(BOD: CUPA PIZARRAS)

HORIZONTAL BATTEN/RAIL -
(BOD: CUPACLAD 101)

METAL BRACKET - FIXED
POINT- (BOD: CUPACLAD)
VERTICAL "L" RAIL
(2" X 2 3/8")
6" METAL STUD

FRAMING
3/4" MIN AIR CAVITY

PLYWOOD SHEATHING, SSD

SELF ADHERED SHEET

WEATHER RESISTIVE

BARRIER
ROOFING MEMBRANE O/ 1/2"
EXTERIOR GYP. SHEATHING

BLOCKING

SELF ADHERED SHEET

FLASHING
.125" THICK BRAKE METAL
COPING, PTD.

SELF-ADHERING

FLASHING O/ FOIL-FACE

SEPARATION TAPE
1 5/8"
3" MIN.

NATURAL SLATE: 1/4" -3/8"
(BOD: CUPA PIZARRAS)

HORIZONTAL BATTEN/RAIL -
(BOD: CUPACLAD 101)

METAL BRACKET - FLOATING
POINT- (BOD: CUPACLAD)
VERTICAL "L" RAIL (2" X 2 3/8")
6" METAL STUD FRAMING

RIGID INSULATION TBD

THERMAL BATT INSULATION -

FULL DEPTH OF STUD
3/4" MIN AIR CAVITY

PLYWOOD SHEATHING, SSD

SELF ADHERED SHEET

AIR/WATER BARRIER

METAL CORNER TRANSITION

PLASTER STOP
(BOD:STOCKTON CTM)
NATURAL SLATE:
1/4" -3/8"
(BOD: CUPA PIZARRAS)
6" METAL STUD FRAMING

RIGID INSULATION TBD

THERMAL BATT

INSULATION - FULL
DEPTH OF STUD - MIN.

R19

PLYWOOD SHEATHING,
SSD

SELF ADHERED SHEET

AIR/WATER BARRIER

LIGHTWEIGHT

CONCRETE O/ METAL

DECK, SSD
AES STANCHION, 5/8"x2"

FLAT BAR, WELDED TO
PL., PTD.,TYP.

AES GUARDRAIL,
5/8"x2" FLAT BAR TOP
RAILING, PTD., TYP.
4-1/2"x4"x1/2" MOUNTING
STL. PL. OVER FINISHED
CONC. FLOOR W/ (2) 3/4"
DIA. x 5" WELDED HEADED
STUDS INTO C.I.P, S.S.D.,
TYP.

LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LEVEL 2
12'-0"
2"
NATURAL SLATE:
1/4" -3/8"
(BOD: CUPA PIZARRAS)

RIGID INSULATION TBD

SELF ADHERED SHEET

AIR/WATER BARRIER
MAX
6"
3" MAX
7 5/8"
3/8" 6"
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LEVEL 2
12'-0"
11 3/4"
2"
NATURAL SLATE:
1/4" -3/8"
(BOD: CUPA PIZARRAS)
6" METAL STUD

FRAMING

RIGID INSULATION TBD

THERMAL BATT

INSULATION - FULL DEPTH
OF STUD - MIN. R19

PLYWOOD

SHEATHING, SSD

SELF ADHERED SHEET

AIR/WATER BARRIER
MAX
6"
3" MAX

CEMENT PLASTER
7 5/8"
6" 1/2" 6 1/4" 5"3/8"
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LEVEL 2
12'-0"
2" 2" 7 1/4"
2 13/16"
1/2"
NATURAL SLATE:
1/4" -3/8"
(BOD: CUPA PIZARRAS)

RIGID INSULATION TBD

SELF ADHERED SHEET

AIR/WATER BARRIER
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LOW ROOF
12'-3"
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EXTERIOR DETAILS
- SLATE CLADDING
A821
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3" = 1'-0"
4 TOP OF WALL- COPING - SLATE CLADDING
3" = 1'-0"
3 SOFFIT - SUNSCREEN @ LOBBY ENTRY
1 1/2" = 1'-0"
5 CMU WITH SLATE CLADDING - SOFFIT_ SUNSCREEN
1 1/2" = 1'-0"
1 CMU WITH SLATE CLADDING - CMU_ SUNSCREEN
1 1/2" = 1'-0"
8 CMU WITH SLATE CLADDING - CMU * STUD_ SUNSCREEN

REVISION

NUMBER DATE DESCRIPTION
1 1/2" = 1'-0" 16 WALL SECTION - CMU
Attachmment A Agenda Report Page 54
T.O. LOWER TRELLIS
+20' - 6"

EXTERIOR WOOD

COMPOSITE SIDING O/

PERFORATED FURRING
CHANNEL, TYP.
5/8" GYP. BOARD O/ METAL

STUD FRAMING

SELF-ADHERING

WEATHER-RESISTIVE

BARRIER

ROOFING MEMBRANE O/
1/2" EXTERIOR GYP.

SHEATHING
2 1/2" X 2" WIDE FLANGE - Z

FURRING CHANNEL,

PERFORATED
.125" THICK BRAKE METAL
COPING, PTD.
7/16"
7/16"
1 1/2"
3 1/2"
10 3/4"

SELF-ADHERING

FLASHING O/ FOIL-FACE

SEPARATION TAPE

SELF-ADHERING FLASHING
3" MIN.
1"
DIM. PT.

T.O. PARAPET

COMPOSITE WOOD FACADE PANELS
(BOD: INNOWOOD)
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER
1-1/2" RIGID (MINERAL FIBER)

INSULATION

EXTERIOR GYPSUM SHEATHING -

FIRE RATED, SSD
2" TYP.
2"1 1/2"

WATERSTOP
NAILER

METAL FLASHING
1' - 8 1/4"

SLOPE AWAY

FROM WALL

EPS FILL
1" RIGID INSULATION
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LEVEL 2
12'-0"

COMPOSITE WOOD FACADE
PANELS
(BOD: INNOWOOD)
2 1/2" X 2" WIDE FLANGE - Z

FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER
1-1/2" RIGID INSULATION
1 1/2"2"

WATERSTOP
NAILER

EPS FILL
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LEVEL 2
12'-0"

COMPOSITE WOOD

FACADE PANELS
(BOD: INNOWOOD)
2 1/2" X 2" WIDE FLANGE - Z

FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER

ROOFING MEMBRANE OVER

EXTERIOR SHEATHING

TAPERED RIGID

INSULATION

STEEL JOIST FRAMING
6" METAL FRAMING

COMPOSITE WOOD FACADE
PANELS
(BOD: INNOWOOD)
2 1/2" X 2" WIDE FLANGE - Z

FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER

STEEL JOIST FRAMING

BOTTOM J MOLD

Z FLASHING/ SILL
1/2"
MM

AIRFLOW

SOFFIT VENT

PLASTER

COMPOSITE WOOD FACADE
PANELS
(BOD: INNOWOOD)
2 1/2" X 2" WIDE FLANGE - Z

FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER
1-1/2" RIGID INSULATION
2" TYP.

WATERSTOP
NAILER

EPS FILL
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LEVEL 2
12'-0" SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EXTERIOR DETAILS
- WOOD

COMPOSITE
A822
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611

REVISION

NUMBER DATE DESCRIPTION
1 1/2" = 1'-0"
12 PLACEHOLDER - CONCRETE - WOOD COMPOSITE PANEL
1 1/2" = 1'-0"
4A

PLACEHOLDER - TOP OF WALL - PV AREA
3" = 1'-0"
7A

TOP OF WALL - WOOD COMPOSITE SIDING
1 1/2" = 1'-0"
2 WOOD EXT WALL @ DECK - CONCRETE WALL
1 1/2" = 1'-0"
6 BASE OF EXT WALL - AT DOOR
1 1/2" = 1'-0"
8 PARAPET - RESTROOM & STORAGE
1 1/2" = 1'-0"
7 SOFFIT - HALLWAY ADJ RESTROOM & MECH AREA
1 1/2" = 1'-0"
1 BASE OF EXT WALL - ROOF TERRACE
Attachmment A Agenda Report Page 55
HEAD

HORIZONTAL
SILL
CORNER

VERTICAL
JAMB
4 1/2"
3/8" TYP.
4 1/2"
4 1/2"
4 1/2"
4 1/2" 4 1/2"
5" 5" 5"
5"
2"
5"
2"
5"
2" 3/8" TYP.
2"
4 1/2"
2"
TYP.
3/8"

TERRACE PAVER
13'-6"
TERRACE T.O.S.
12'-0"
1' - 2 3/4"
7"

TERRACE (N/S WING)
12'-3"
4"
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EXTERIOR DETAILS
- STOREFRONT &
DOORS
A830
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3" = 1'-0"
3 TYP. STOREFRONT JAMB @ CMU - SLATE CLADDING
3" = 1'-0"
4 TYP. STOREFRONT JAMB @ CMU - SLATE CLADDING -

PERPENDICULAR
3" = 1'-0"
8 TYP. STOREFRONT JAMB @ SLATE CLADDING
3" = 1'-0"
7 TYP. STOREFRONT JAMB @ SLATE CLADDING - INSIDE
CORNER
3" = 1'-0"
1 TYP. STOREFRONT SECTION PROFILES - 2" X 4 1/2"
3" = 1'-0"
6 TYP. STOREFRONT VERTICAL MULLION - WIDE @ STUD WALL
3" = 1'-0"
2 TYP. STOREFRONT SILL
3" = 1'-0"
12 TYP. STOREFRONT JAMB @ SLATE CLADDING -OUTSIDE
CORNER
3" = 1'-0"
10 TYP. STOREFRONT HEAD - PLASTER SOFFIT
3" = 1'-0" 9
TYP. STOREFRONT HEAD @ SLATE CLADDING Copy 1
1 1/2" = 1'-0" 13 PLACEHOLDER - HEAD OF STOREFRONT

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 56
8” X 8” 16” CMU WALL
8” X 8” 16” BOND BEAM
CMU
CONT. BACKER ROD &
SEALANT, TYP.

HM. DOOR, PTD.

HM. DOOR
FRAME, PTD. 3/8" TYP.
6" TYP.

DIM. PT.

F.O. CMU
2"
1"
1/2"

ALUMINUM GLAZED

STOREFRONT SYSTEM

SEALANT &
BACKER ROD, TYP.

EL. +0' - 0"

DRAINAGE BOARD

SITE PAVING /

POOL DECK
ALIGN

BELOW GRADE

WATERPROOFING

SELF-ADHERED FLASHING

INTO ROUGH OPENING
S.S. SILL PAN SET IN BED OF SEALANT,

EXTEND BELOW PAVING,

SILL PAN AT JAMB BEYOND,

FLOOR FINISH,

SEE SCHEDULE

GLAZED ALUMINUM

ENTRANCE DOOR
C.I.P. CONCRETE
SLAB

INTERIOR EXTERIOR
ALUM. THRESHOLD,

PEMKO OFFSET

SADDLE SET IN BED

OF SEALANT,

COORDINATE W/

ENTRY MAT FRAMES

RECESSED

ALUMINUM GRATING

ENTRY MAT

SYSTEM, SEE SPEC
2:1
1/4"
F.O. STOREFRONT

MULLION

RECESSED ALUMINUM

GRATING ENTRY MAT

SYSTEM, SEE SPEC,

VERIFY FRAME

ATTACHMENT
3/4"

EXTERIOR

CONCRETE PAVING
F.O.F.DIM. PT.

MULLION WIDTH
4 1/2"
5"
1/2" MAX.

BELOW GRADE WATERPROOFING

SELF-ADHERED FLASHING

INTO ROUGH OPENING
T.O. FINISH LEVEL
0'-0"

ALUMINUM

THRESHOLD PEMKO
158, SET IN BED OF

SEALANT
GYP. BD. BEYOND
CARPET
5 1/2"
F.O.F.DIM. PT.

MULLION WIDTH
4 1/2"
1' - 0" F.O.F.

GLAZED ALUMINUM

ENTRANCE DOOR

INTERIOR EXTERIOR
2:1
1/2" MAX.

BELOW GRADE

WATERPROOFING

SELF-ADHERED FLASHING

INTO ROUGH OPENING
T.O. FIN. FLR.

T.O. POOL DECK

ALUMINUM

THRESHOLD
PEMKO 2727, SET IN

BED OF SEALANT
PTD. HM. DOOR

AND FRAME AS

SCHEDULED
DIM. PT.

F.O. CMU
T.O. CONC. SLAB
T.O. CONC. SLAB

INTERIOR EXTERIOR

FINISH BEYOND
1/4"

FINISH BEYOND,

AS SCHEDULED

RESINOUS
EPOXY

FLOORING

ALUMINUM

THRESHOLD
PEMKO 2727, SET IN

BED OF SEALANT
PTD. HM. DOOR

AND FRAME AS

SCHEDULED
DIM. PT.

F.O. CMU
T.O. CONC. SLAB
T.O. CONC. SLAB

INTERIOR EXTERIOR

FINISH BEYOND
1/4"
1/2" MAX.

CMU BEYOND

RECESSED

ALUMINUM GRATING

ENTRY MAT SYSTEM,

WHERE OCCURS

CEMENT PLASTER W/

METAL LATH

RIGID INSULATION
SELF-ADHERED WEATHERRESISTIVE BARRIER

SEALANT &
BACKER ROD, TYP.

HM DOOR & FRAME

SELF-ADHERED FLASHING

INTO ROUGH OPENING
1 7/8"

INTERIOR FINISH,

WHERE OCCURS
(1) LAYER BUILDING PAPER
FILLET SEAL, TYP.
2-PIECE FLASHING W/ BED

OF SEALANT IN BETWEEN
1/2"

CMU HEADER
3" MIN.

CEMENT PLASTER W/ METAL LATH

RIGID INSULATION

SEALANT &
BACKER ROD, TYP.

HM DOOR FRAME

SELF-ADHERED

FLASHING INTO

ROUGH OPENING
CMU
1 7/8"

INTERIOR FINISH,

WHERE OCCURS
3" MIN.
(1) LAYER BUILDING PAPER
SELF-ADHERED WEATHERRESISTIVE BARRIER
1/2"

FILLET SEAL,
TYP.
2-PIECE FLASHING

W/ BED OF SEALANT

IN BETWEEN

EXTERIOR

INTERIOR
DIM. PT.

GLAZED ALUMINUM OF MULLION

STOREFRONT SYSTEM
DIM. PT.

F.O.F.
2"
4 1/2"
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EXTERIOR DETAILS
- DOOR AND

THRESHOLD
A831
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3" = 1'-0"
11 HOLLOW METAL FRAME @ CMU WALL
3" = 1'-0" 12

HOLLOW METAL FRAME HEAD/JAMB AT GYP BD - WD

COMPOSITE

REVISION

NUMBER DATE DESCRIPTION
3" = 1'-0" 13 PLACEHOLDER - DOOR HEAD - STUD- CMU
3" = 1'-0"
5 TYPICAL STOREFRONT SILL
3" = 1'-0"
1 RECESSED ENTRY MAT @ STOREFRONT DOOR SILL -

ENTRANCE LOBBY
3" = 1'-0"
2 THRESHOLD - CARPET TO POOL DECK
3" = 1'-0"
3 THRESHOLD - RESINOUS EPOXY TO POOL DECK
3" = 1'-0"
4 THRESHOLD - SEALED CONC. TO POOL DECK
3" = 1'-0"
10 TYPICAL HM DOOR HEAD AT CEMENT PLASTER
3" = 1'-0"
9 TYPICAL HM DOOR JAMB AT CEMENT PLASTER
6" = 1'-0"
6 TYPICAL STOREFRONT DOOR JAMB
Attachmment A Agenda Report Page 57
T.O. UPPER TRELLIS
+23' - 6"
T.O. UPPER TRELLIS
+23' - 6"
A
T.O. LOWER TRELLIS
+20' - 6"
STEEL BEAM, S.S.D.

PV PANEL
SD ALUMINUM SHARED RAIL BY PV MFR.

84.02" TYP. 1/4" TYP.

RAIL CLAMP BY PV MFR., TYP.

REMOVABLE SIDE COVER

ELECTRICAL TAPE
(GALVANIC ISOLATOR), TYP.
300 SERIES STAINLESS STEEL, HOT DIP GALVANIZED,
OR GEOMET COATED FASTENERS.

SD ALUMINUM EDGE RAIL BY
PV MFR.

STEEL BEAM, PAINTED, S.S.D.

PV PANEL, TYP.

MD ALUMINUM SHARED RAIL BY PV MFR., PAINTED, TYP.

RAIL CLAMP BY PV MFR., PAINTED, TYP.
300 SERIES STAINLESS STEEL, HOT DIP GALVANIZED,
OR GEOMET COATED FASTENERS.

ELECTRICAL TAPE
(GALVANIC ISOLATOR), TYP.

REMOVABLE SIDE COVER BY
MFR., PAINTED, TYP.

10.99" TYP.

MD ALUMINUM EDGE RAIL BY PV
MFR., PAINTED, TYP.

S32 - 70.77"
L40 - 82.02"
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EXTERIOR DETAILS
- ROOF TRELLIS
A850
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1 1/2" = 1'-0" 7

PLACEHOLDER - ROOF TRELLIS
1 1/2" = 1'-0" 8
PLACEHOLDER - SOFFIT & ROOF @ PASSAGEWAY
1 1/2" = 1'-0" 3

PLACEHOLDER - TRELLIS CORNER
1 1/2" = 1'-0" 4

PLACEHOLDER - TRELLIS STRUCTURE
3" = 1'-0"
1 PV @ LOW TRELLIS DETAIL
3" = 1'-0"
2 PV @ HIGH TRELLIS DETAIL

REVISION

NUMBER DATE DESCRIPTION
Attachmment A Agenda Report Page 58
LEVEL 2 & TERRACE
+13' - 6"
T.O.S. @ LEVEL 2
+12' - 0"
T.O.S. @ LOW ROOF
+12' - 3"
LEVEL 2 & TERRACE
+13' - 6"
T.O.S. @ LEVEL 2
+12' - 0"
T.O.S. @ LOW ROOF
LEVEL 2 & TERRACE +12' - 3"
+13' - 6"
5 T.O.S. @ LEVEL 2
+12' - 0"
T.O.S. @ LOW ROOF
+12' - 3"

METAL FLASHING OVER TOP

OF INSULATION

SLOPE AWAY
1" RIGID INSULATION, TBD
LEVEL 2 & TERRACE
13'-6"
T.O.S @ LEVEL 2
12'-0"
1' - 10 3/4"
3/8" PLANTER EDGE - SECURE
TO CONCRETE WITH 3/8" X 4"
ANCHOR BOLT @ 18" O.C

ROOFING MEMBRANE - CAP

SHEET OVER THE CURB AND

DOWN EXTERIOR FACE
LEVEL 2 & TERRACE
+13' - 6"
T.O.S. @ LOW ROOF
+12' - 3"
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LOW ROOF
12'-3"
7"
2' - 2"
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER

SLOPE AWAY

FROM WALL
0' - 7 1/2"
2' - 2"
3-1/4" LIGHTWEIGHT

CONCRETE
3" METAL DECK

TAPERED INSULATION
1/2" COVERBOARD
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LOW ROOF
12'-3"
3-1/4" LIGHTWEIGHT CONCRETE
OVER 3" METAL DECK, SSD

TAPERED INSULATION

OVER FLAT POLYISO INSULATION
(MIN. 2", R-12 INSULATION)
1/2" COVERBOARD

PEDESTAL- HEIGHT SIZED AS

REQUIRED
2" CONCRETE PAVER

ROOFING MEMBRANE
MIN. R-10 AT DRAIN
MIN. R-24 ROOF

ASSEMBLY
LEVEL 2 & TERRACE
13'-6"
3-1/4" LIGHTWEIGHT CONCRETE
OVER 3" METAL DECK, SSD

TAPERED INSULATION

OVER FLAT POLYISO INSULATION
(MIN. 2" R-12 INSULATION)
1/2" COVERBOARD

ROOFING MEMBRANE
3-1/4" LIGHTWEIGHT CONCRETE
OVER 3" METAL DECK, SSD
EPS FILL, S.S.D

CONCRETE SLAB, THICKNESS
TBD, S.S.D.

RESINOUS FLOORING
(SLOPE TO DRAIN, W.O.)
LEVEL 2 & TERRACE
13'-6"
3-1/4" LIGHTWEIGHT
CONCRETE OVER 3"

METAL DECK, SSD

TAPERED INSULATION

OVER FLAT POLYISO

INSULATION
(MIN. 2", R-12 INSULATION)
1/2" COVERBOARD

ROOFING MEMBRANE

STRUCTURAL BEAM,
S.S.D.

HSS 8X8, S.S.D
TWO PIECE S.S. TYPE 304 2B

FINISH SPLIT SQUARE

FLASHING
(SOLDERED/SEALED SEAMS)
S.S. TYPE 304 2B FINISH

FLASHING COVER

SEALANT

SEALANT
T.O.S. @ LOW ROOF
12'-3"
LEVEL 2 & TERRACE
13'-6"
8" MIN.

BED OF SEALANT
2" CONCRETE PAVER WITH

ADJUSTABLE PEDESTALS
T.0.S. @ LEVEL 2
12'-0"
LEVEL 2 & TERRACE
13'-6"
1/4"
3-1/4" LIGHTWEIGHT
CONCRETE OVER 3" METAL

DECK, SSD

TAPERED INSULATION

OVER FLAT POLYISO

INSULATION
(MIN. 2", R-12 INSULATION)
1/2" COVERBOARD

ROOFING MEMBRANE

STRUCTURAL BEAM,
S.S.D.

HSS 8X8, S.S.D
TWO PIECED S.S. TYPE 304 2B

SPLIT SQUARE FLASHING
(SOLDERED/SEALED SEAMS)
1" RIGID INSULATION
LEVEL 2 & TERRACE
13'-6"
T.O.S @ LEVEL 2
12'-0"

COMPACTED SOIL

FLOATING FOUNDATION

PEDESTAL BASE - PERIMETER
1/8"

METAL FLASHING OVER TOP

OF INSULATION

ROOFING MEMBRANE - CAP

SHEET OVER THE CURB AND

DOWN EXTERIOR FACE
6 3/4" 3"
LEVEL 2 & TERRACE
13'-6"

COMPACTED SOIL

FLOATING FOUNDATION

PEDESTAL BASE - PERIMETER
12" CONCRETE RETAINING
WALL, S.S.D.
6" WIDE CONCRETE WALL, S.S.D.
2" CONCRETE PAVER

GUARDRAIL WITH BASE PLATE

LEVELING SHIM, AS REQUIRED
LEVEL 2 & TERRACE
13'-6"
T.O.S. @ LEVEL 2
12'-0"
2 1/2" X 2" WIDE FLANGE -

Z FURRING CHANNEL,

PERFORATED
SELF-ADHERING WEATHERRESISTIVE BARRIER

SLOPE AWAY

FROM WALL
CONCRETE PAVER (2X2)

MORTAR BOND COAT

WATERPROOFING MEMBRANE
GROUT
3-1/4" LIGHTWEIGHT CONCRETE
OVER 3" METAL DECK
REINFORCED MORTAR BED (2" MIN)

DRAINAGE MAT

PRIMARY WATERPROOF

MEMBRANE
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

EXTERIOR DETAILS
- ROOF DECK
A860
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
1 1/2" = 1'-0"
5A
PLACEHOLDER - BASE OF MECH AREA - 2ND FLR
1 1/2" = 1'-0"
11A

PLACEHOLDER - BASE OF WALL - ROOF AREA
1 1/2" = 1'-0" 15A

PLACEHOLDER - BASE OF WALL - TERRACE - TRELLIS
COLUMN
1 1/2" = 1'-0"
8 PERIMETER OF ROOF TERRRACE
1 1/2" = 1'-0"
9A

PLACEHOLDER - BASE OF WALL - ROOF DECK - PV AREA
1 1/2" = 1'-0" 19 BASE OF WALL - WOOD COMPOSITE - DECK
1 1/2" = 1'-0" 17

WALL SECTION - ROOF DECK - WOOD COMPOSITE - RECYCLE
- PV

REVISION

NUMBER DATE DESCRIPTION
3" = 1'-0"
1 ROOF DECK ASSEMBLY- TERRACE
3" = 1'-0"
2 ROOF DECK ASSEMBLY- MECH & PV AREA
3" = 1'-0"
3 ROOF DECK ASSEMBLY - RESTRO0M & STORAGE
1 1/2" = 1'-0"
7 ROOF DECK - TRELLIS COLUMN
1 1/2" = 1'-0"
6 ROOF DECK - TRELLIS COLUMN AND PAVER ON PEDESTAL
1 1/2" = 1'-0"
12 ROOF PAVER OVER COMPOSITE DECK & GRADE
1 1/2" = 1'-0" 16 PAVER - CONCRETE WALL @ GUARDRAIL
1 1/2" = 1'-0"
10 BASE OF WALL - MECH AREA
3" = 1'-0"
4 DECK AT RAMP - REINFORCED SETTING BED
Attachmment A Agenda Report Page 59
1 LAYER OF 5/8" GYP. BD. EACH SIDE - AT

WET LOCATIONS, USE CEMENTITIOUS

BACKER BOARD

BATT INSULATION, FULL DEPTH OF STUD
4" METAL STUD @ 16" O.C. MAX - 25 GAUGE (MIN.)
1/4" ACOUSTIC SEALANT EACH SIDE, TYP.

SEE FINISH SCHEDULE FOR FINISH, TYP.
1/4" ACOUSTIC SEALANT EACH SIDE, TYP.

TOP OF SLAB; FINISH AS SCHEDULED
5 1/4"
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

STRUCT SLAB

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS

CEILING
1 LAYER OF 5/8" GYP. BD. EACH SIDE - AT

WET LOCATIONS, USE CEMENTITIOUS

BACKER BOARD

BATT INSULATION, FULL DEPTH OF STUD
6" METAL STUD @ 16" O.C. MAX - 25 GAUGE (MIN.)
1/4" ACOUSTIC SEALANT EACH SIDE, TYP.

SEE FINISH SCHEDULE FOR FINISH, TYP.
1/4" ACOUSTIC SEALANT EACH SIDE
TOP OF SLAB; FINISH AS SCHEDULED
7 1/4"
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

STRUCT SLAB

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS

CEILING
1 LAYER OF 5/8" GYP. BD. - AT WET

LOCATIONS, USE CEMENTITIOUS BACKER
BOARD

BATT INSULATION, FULL DPETH OF STUD
6" METAL STUD @ 16" O.C. MAX - 25 GAUGE (MIN.)
1/4" ACOUSTIC SEALANT
SEE FINISH SCHEDULE FOR FINISH, TYP.
1/4" ACOUSTIC SEALANT.

TOP OF SLAB; FINISH AS SCHEDULED
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

STRUCT SLAB

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS

CEILING

SEE PLAN
8 X 8 X 16 CONCRETE MASONRY UNIT, TYP.
3/8" GROUT, TYP.
1 LAYER OF 5/8" GYP. BD. EACH SIDE - AT WET

LOCATIONS, USE CEMENTITIOUS BACKER
BOARD

BATT INSULATION, FULL DEPTH OF STUD
6" METAL STUD @ 16" O.C. MAX - 25 GAUGE (MIN.)
1/4" ACOUSTIC SEALANT EACH SIDE
SEE FINISH SCHEDULE FOR FINISH, TYP.
1/4" ACOUSTIC SEALANT EACH SIDE
TOP OF SLAB; FINISH AS SCHEDULED

SEE PLAN
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS

CEILING

STRUCT SLAB
8 X 8 X 16 CONCRETE MASONRY UNIT, TYP.

SEE FINISH SCHEDULE FOR FINISH, TYP.

TOP OF SLAB; FINISH AS SCHEDULED
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

STRUCT SLAB

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS

CEILING
3/8" GROUT, TYP.
1 LAYER OF 5/8" GYP. BD. - AT WET

LOCATIONS, USE CEMENTITIOUS BACKER
BOARD
6" METAL STUD @ 16" O.C. MAX - 25 GAUGE (MIN.)
SEE FINISH SCHEDULE FOR FINISH, TYP.

TOP OF SLAB; FINISH AS SCHEDULED
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

STRUCT SLAB

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS

CEILING
1" Z CHANNEL, TYP.
1" RIGID INSULATION, TYP.
1/4" ACOUSTIC SEALANT
1/4" ACOUSTIC SEALANT
1/4" ACOUSTIC SEALANT
TOP OF SLAB; FINISH AS SCHEDULED
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

STRUCT SLAB

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS

CEILING
8 X 8 X 16 CONCRETE MASONRY UNIT, TYP.
3/8" GROUT, TYP.
1 LAYER OF 5/8" GYP. BD. - AT WET

LOCATIONS, USE CEMENTITIOUS BACKER
BOARD
1/4" ACOUSTIC SEALANT
1 5/8" METAL STUD @ 16" O.C.

MAX - 25 GAUGE (MIN.)

BATT INSULATION, FULL DEPTH OF STUD
9 7/8"
1 LAYER OF 5/8" GYP. BD. - AT WET

LOCATIONS, USE CEMENTITIOUS BACKER
BOARD

BATT INSULATION, FULL DEPTH OF STUD
6" METAL STUD @ 16" O.C. MAX - 25 GAUGE (MIN.)
1/4" ACOUSTIC SEALANT EACH SIDE, TYP.

SEE FINISH SCHEDULE FOR FINISH, TYP.
1/4" ACOUSTIC SEALANT EACH SIDE, TYP.

TOP OF SLAB; FINISH AS SCHEDULED
PLAN
SILL
HEAD

UNDERSIDE OF

STRUCTURE ABOVE

STRUCT SLAB

CEILING

SEE PLAN

SCHEDULED CEILING

WHERE INDICATED

PER REFLECTED

CEILING PLANS
1 LAYER OF 5/8" GYP. BD. - AT WET LOCATIONS,

USE CEMENTITIOUS BACKER BOARD
8 X 8 X 16 CONCRETE MASONRY UNIT, TYP.

BATT INSULATION
3/8" GROUT, TYP.
6" METAL STUD @ 16" O.C. MAX - 25 GAUGE (MIN.)

1. ALL FRAMING NOT SHOWN ON STRUCTURAL IS METAL STUD FRAMING U.O.N., SEE SPECS.

2. SEE ROOM FINISH SCHEDULE, FLOOR PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL INTERIORFINISHES NOT SHOWN.

3. AT ALL WALLS MARKED TYPE 'X' GYP BOARD, USE WATER RESISTANT TYPE 'X' GYP BOARD AT ALL TOILET ROOM PARTITIONS AND USE HIGH-IMPACT TYPE 'X' GYP BOARD AT ALL STORAGE ROOMS AND MECHANICAL ROOM PARTITIONS.

USE WATER RESISTANT TYPE "X" GYP BD AT "WET WALLS" IN JANITORS ROOMS, KITCHENS ETC.

4. AT RESTROOMS & ALL WET LOCATIONS USE ONLY WATER RESISTANT ANTIMICROBIAL GYP. BD.

5. RATED SHAFTS SHALL EXTEND TO STRUCTURE ABOVE. PARTITION TYPE INDICATED AT SHAFT EXTENDS ALL THE WAY AROUND SHAFT, U.O.N.

6. RATED PARTITIONS SHALL EXTEND TO STRUCTURE ABOVE AND SHALL BE

FULLY SEALED AND FIRE-STOPPED AT CONNECTION TO INDERSIDE OF DECK OR SLAB. SEE PARTITION DETAILS

7. UNLESS OTHERWISE NOTED, INTERIOR STUDS SHALL BE FULL HEIGHT FROM FLOOR TO UNDERSIDE OF STRUCTURE. PROVIDE FIREBLOCKING AS REQUIRED. WHERE PARTITIONS ARE UNABLE TO EXTEND FULL HEIGHT DUE

TO ABOVE CEILING OBSTRUCTIONS, THE CONTRACTOR SHALL PROVIDE OFFSETS AS REQUIRED FOR CONTINUATION OF PARTITION. ANY SUCH OFFSETS SHALL BE REVIEWED BY THE ARCHITECT BEFORE INSTALLATION.

8. MAINTAIN HOURLY RATING AT PARTITIONS WITH RECESSED EQUIPMENT.

9. OUTLET BOXES ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE SEPARATED BY 24" MINIMUM HORIZONTAL DISTANCE.

10. FOR LOCATIONS OF FIRE RATED PARTITIONS SEE PARTITION KEY ON PLANS. ALL FIRE RATED PARTITIONS SHALL BE FULLY SEALED AND FIRE STOPPED AT CONNECTION TO UNDERSIDE OF STRUCTURE. THROUGH

PENETRATIONS, INCLUDING ELECTRICAL CONDUITS, SHOULD BE FIRE STOPPED IN APPROVED MANNER. MEMBRANE PENETRATIONS, LIKEWISE.

MAINTAIN HOURLY RATING AT ALL RECESSED EQUIPMENT.

11. USE GALV. MTL. STUDS AND CHANNELS AT EXT. WALLS, TOILET ROOMS, AND WALLS WITH SINKS.

12. CONTRACTOR SHALL DETERMINE INTERIOR STUD GAUGES AND SPACING BASED ON VERTICAL USING THE FOLLOWING DEFLECTION CRITERIA:

A. GYPSUM BOARD: L/240
B. TILE OVER ALL SUBSTRATES: L/360
C. GYPSUM BOARD CEILING: L/360

13. PROVIDE WD BLOCKING (AT WD STUD PARTITIONS) OR 16 GAUGE OR

HEAVIER METAL BACKING (AT METAL STUD PARTITIONS) AT ALL WALL OR

CEILING MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO HANDRAILS, GRAB BARS, CABINETRY, BULLETIN BOARDS, EQUIPMENT, SHELVING, SIGNAGE ETC.

14. CONTRACTOR SHALL DETERMINE REQUIREMENT FOR HORIZONTAL

CHANNEL REINFORCEMENT AT STUD WALLS AND PARTITIONS

15. PROVIDE DEFLECTION HEADS AT TOP OF ALL MTL. STUD WALLS.

16. MAXIMUM WOOD OR MTL. STUD SPACING TO BE 16" O.C. & MIN. MTL STUD GA TO BE 20.

17. FOR LOCATIONS OF SOUND RATED PARTITIONS SEE PARTITION KEY ON PLANS. AT SOUND RATED PARTITIONS
A. SEAL ALL SOUND RATED PARTITIONS AIR TIGHT WITH

ACOUSTICAL SEALANT INCLUDING DRYWALL INTERSECTIONS
AT PARTITION HEAD, SILL AND AT ALL PENETRATIONS.

B. FILL ALL SOUND RATED PARTITION FRAMING CAVITIES WITH FIBERGLASS BATT INSULTATION.

C. DO NOT BRIDGE ACROSS DOUBLE STUD FRAMING WITH ANY
RIGID MEMBERS.

D. INSTALL ACOUSTICAL UNDERLAYMENTS WITH TAPED SEAMS

AND WRAPPED UP AT THE EDGES TO COMPLETELY ISOLATE

THE GYPSUM CEMENT
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

INTERIOR

PARTITION TYPES
A900
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
3" = 1'-0"
INTERIOR NR ACOUSTICAL 4" METAL STUD PARTITION
1 REVISION

NUMBER DATE DESCRIPTION
3" = 1'-0"
INTERIOR 6" NR ACOUSTICAL METAL STUD PARTITION
2 3" = 1'-0"
INTERIOR NR ACOUSTICAL CMU W/ 6" METAL STUD CHASE
WALL 6
3" = 1'-0"
INTERIOR NR ACOUSTICAL 6" METAL STUD CHASE PARTITION 5
3" = 1'-0"

INTERIOR CMU WALL
3 3" = 1'-0"
INTERIOR NR ACOUSTICAL CMU W/ 1" Z CHANNEL PARTITION
4-
3" = 1'-0"
INTERIOR NR ACOUTICAL CMU W/ 1 5/8" METAL STUD

PARTITION
4 3" = 1'-0"
INTERIOR NR ACOUSTICAL CMU W/ 6" & 1 5/8" METAL STUD
CHASE PARTITION 7
12" = 1'-0"
GENERAL NOTES - SECTION Copy 1
Attachmment A Agenda Report Page 60

TRACK SOLID BLOCKING (NO

PUNCHED OPENINGS) SAME SIZE

AND THICKNESS AS STUDS

MITER CUT AND BEND
AS SHOWN, TYP.
(6)-SCREWS
EA. END

VERTICAL STUDS
(2)-SCREWS EA. END
MS-10

AT STUDS LESS
THAN 54 MIL
AT STUDS 54 MIL

AND THICKER
SHEET METAL 4" LONG x
FULL WIDTH w/ (4)-SCREWS,
@4'-0" O.C. EACH FACE
OPTION: USE TRACKS IN
LIEU OF PLATES.

GAGE TO
MATCH
STUDS
1/16 1-12
MIN. 2 WELDS

EACH FACE
MS-08

OPENING WIDTH
"W"
"W"
(3)-SCREWS T&B
54 MIL TRACK T&B
(3)-SCREWS T&B
(2)-54 MIL STUDS

CUT TRACK AND

BEND AS SHOWN
(3)-SCREWS T&B
54 MIL TRACK
(2)-SCREWS T&B
54 MIL STUD
(2)-SCREWS

CUT TRACK AND

BEND AS SHOWN

CUT STUD AND

BEND AS SHOWN
SCREWS
@24" O.C.

MS-04
"W" LESS THAN OR EQUAL TO 4"-0" "W" BETWEEN 4'-0" AND 8'-0" NOTE: AT LOCATIONS WHERE "W" IS BETWEEN 8'-0" AND 16'-0":
-USE (2) 68 MIL STUDS AND (2) 68 MIL TRACKS IN HEADER
-USE (5) SCREWS TOP AND BOTTOM IN HEADER
-USE (3) STUDS AT JAMBS
TYP
2" LEG

OF TRACK WEB

FULL WIDTH
TYP
2" LEG

OF TRACK WEB

FULL WIDTH

WALL WITH FRAMED OPENINGS WALL WITH FRAMED OPENINGS WALL AT BEAM

SOLID BLOCKING,
FIRST (2)-STUD
SPACES, TYP.

NESTED CHANNEL

NOT SHOWN

CONTINUOUS TRACK,
SEE SCHED.

USE BACKING PL.

TYPE A,B, OR C
WHERE

COMPONENTS

ARE HUNG FROM
WALL
,
OR
(2)-SCREWS, EA. SIDE,
EA. STUD, TOP AND BOTTOM
(TYP AT JAMB)

CLEAR WIDTH
8'-0" MAX.
(W)
DOUBLE

STUD AT

OPENING
SEE

CLEAR WIDTH
8'-0" MAX.
(W)
BLOCKING OR BRIDGING @8'-0" O.C.

VERTICALLY, TYP. REDUCE SPACING
TO 4'-0" O.C. (MAX.) AND USE BLOCKING

ONLY FOR WALLS WITH

SHEATHING ON ONE SIDE ONLY,
SEE &
TYP. AT SPLICES
TOP & BOTT.

TYP. @ CORNER

OR WALL

INTERSECTION
INTERIOR & EXTERIOR:
3/8"Øx2 ½" CONC.

SCREWS @ 24" OC MAX,
12" OC MIN, 6" MAX. FROM
ENDS

TRACK AT BOTTOM

SEE SCHEDULE
6" (TYP @ SPLICES)
3/8"Øx2 ½" EMBED.

CONC. SCREWS T&B,
TYP. AT DBL. STUDS,

OVER LOW FLUTES
TYP.
2" MIN.
8'-0" MAX.

CLEAR

WIDTH (W)
METAL STUDS @
16" O.C. (TYP.)

SEE STUD

SCHEDULE

HEIGHT (H)

BOTTOM OF HEADER
DBL. STUD AT
OPENING (TYP.)

TOP OF SILL
MS-02

ALL WALL FRAMING TO EXTEND TO
UNDERSIDE OF STRUCTURE, U.O.N.

TYP.

A901
17 A901
13 A901
20 14
A901
12 A901
16 A901
13 A901
A901
7 20
A901
19 A901
18 A901
A901
17 12
A901
12 A901
12 A901
14 A901
16 A901
A901
15 13
A901
CORNER

INTERSECTION
MIN. (4)-STUDS
AT EA. CORNER &

INTERSECTION
SCREWS @2'-0",
FULL HEIGHT, TYP.

SCREWS @2'-0",
FULL HEIGHT, TYP.

STUDS
PAF @24" O.C. &
6" FROM ENDS
CONC. OR MASONRY WALL
MS-09
(2)-SCREWS AS SHOWN

EACH SIDE
N O T E :

ADD HORIZ. STUD 43
MIL AT OPENINGS 4'-0"
TO 8'-0", STITCH WELD
PER 15/A950
SCREW EA. SIDE AT
EA. STUD
43 MIL TRACK, CUT

AND BEND AS SHOWN
(3)-SCREWS
MS-06

OF TRACK WEB
FULL WIDTH TYP 2" LEG
CONC. SLAB OR
CONC. FILL OVER DECK
(2) PAF @12" O.C.

STAGGERED AND 6"
FROM ENDS w/ STEEL
WASHER
T.O. CONC.

BOTT. OF CONC.

OR LOW FLUTE

NESTING CHANNEL
TRACK 54 MIL w/ 2"
LEGS
TRACK w/ 2 ½" LEGS
STUDS
(DO NOT CONNECT TO

NESTING CHANNEL)
10" MIN. TO

FIRST PUNCHOUT,
TYP.
3/4"MIN.
1/2"
1"
MIN.
3/4" CLR. DEFLECTION

ALLOWANCE
DECK PARALLEL TO DECK PERPENDICULAR TO WALL (OR CONC. SLAB) WALL
T.O. CONC.

WIDTH AS REQ'D

TO ENGAGE
(2)-DECK FLUTES 1 1/8" MIN., TYP.
54 MILx3" WIDE PL. @48" O.C.

AND 6" FROM ENDS w/ PAF
INTO EA. ADJACENT LOW
FLUTE
(2)-SCREWS, TRACK TO EA. PL.

MS-03

1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. DESIGN CRITERIA:
a. VERTICAL DEFLECTION ALLOWANCE AT TOP OF NON-BEARING WALL = 3/4"
b. DEFLECTION CRITERIA FOR STUD/JOIST DESIGN = L/240
c. MINIMUM LATERAL LOAD FOR STUD WALLS = 5 PSF

3.THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD-FORMED STEEL FRAMING SHALL BE IN

ACCORDANCE WITH AISI - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, AISI - GENERAL PROVISIONS, AISI - HEADER DESIGN. AISI-TRUSS DESIGN, AISI - WALL STUD DESIGN, AND AISI LATERAL DESIGN.

4.ALL PRODUCTS SHALL BE MANUFACTURED BY CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) PER ICC-ES REPORT ESR-3064P EXCEPT SLOTTED TRACK SHALL BE MANUFACTURED BY "SLIPTRACK SYSTEMS, INC' PER ICC ESR-1042.

5.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS,

ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A

COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED.

6.ALL STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED.

7.ALL STEEL MEMBERS 43 MIL OR LIGHTER SHALL BE MANFACTURED PER ASTM A653 SS, GRADE 33 AND 54 MIL OR HEAVIER PER ASTM A653 SS, GRADE 50, CLASS I.

8.CONVERSION OF (GA.) TO (MIL) ARE AS FOLLOWS:

GAGE DESIGNATION MIN. UNCOATED THICKNESS
25 GA. 18 MIL = 0.018"
22 GA. 27 MIL = 0.027"
20 GA STRUCTURAL 33 MIL = 0.033"
18 GA. 43 MIL = 0.043"
16 GA. 54 MIL = 0.054"
14 GA. 68 MIL = 0.068"
12 GA 97 MIL = 0.097"

SCREW SIZE IS DETERMINED BY THE GAGE OF THE THICKEST PART BEING JOINED, U.O.N. INSTALL SCREWS WITH THE HEAD IN CONTACT WITH THE THINNEST PART BEING JOINED, U.O.N. AS AN ALTERNATE, STEEL MEMBERS 54 MIL OR HEAVIER MAY BE WELDED WITH A 1/2" LONG WELD (FILLET OR FLARE GROOVE) IN LIEU OF EA.

SCREW, TYP., U.O.N.

16.SCREW SPACING AND EDGE DISTANCE SHALL NOT BE LESS THAN 3 X D (D = NOMINAL SCREW DIAMETER).

17.ALL SCREWS SHALL CONFORM WITH ASTM C1513 AND HAVE A CORROSIONRESISTANT COATING. SCREWS USED FOR EXTERIOR FACADE AND/OR OTHER

EXTERIOR APPLICATIONS SHALL BE ELCO DRIL-FLEX WITH STALGARD FINISH IN ACCORDANCE WITH ICC ESR-3332.

18.SCREW SIZES SHALL CONFORM TO THE DETAILS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND THE FOLLOWING: ALL SCREWS SHALL BE SELF-TAPPING SCREWS. SCREW THREADS SHALL TAP INTO AND

SHALL ENGAGE THE ENTIRE THICKNESS OF ALL PIECES BEING JOINED, AND NOT

LESS THAN THREE COMPLETE THREADS SHALL PENETRATE BEYOND THE METAL JOINED. SELF-DRILLING SCREWS MAY BE USED PROVIDED THE DRILL POINT IS SIZED

SO DRILLING IS COMPLETED BEFORE THE LEAD THREADS OF THE SCREW BEGIN ENGAGING METAL. WHERE THE DRAWINGS CALL FOR A SCREW SIZE THAT DOES NOT

HAVE A DRILL POINT OF SUFFICIENT LENGTH, INCREASE THE SCREW SIZE TO COMPLY WITH THESE REQUIREMENTS. PRE-DRILLED HOLE DIAMETERS SHALL NOT

EXCEED THE DIAMETER OF THE DRILL POINT FOR ANY SELF DRILLING SCREWS PROPOSED. OVER-SIZED PRE-DRILLED HOLES ARE NOT PERMITTED.

19.FASTENING OF SHEATHING SHALL BE WITH SELF-DRILLING SELF-TAPPING SCREWS, #6 MIN FOR GYPSUM BOARD & #8 MIN FOR STRUCTURAL PANELS. ALL SCREW HEADS SHALL BE FLAT-PROFILE TYPE.

20.PAF's (POWDER ACTUATED FASTENERS) INTO CONCRETE OR CONCRETE FILL OVER DECK SHALL BE 0.157" DIAMETER x 1". PAF's INTO STRUCTURAL STEEL AND POST-TENSIONED CONCRETE SHALL BE 0.157" DIAMETER x3/4". PAF's SHALL CONFORM TO ICC ESR-2269 OR ESR-2138.

21.CONCRETE SCREWS SHALL BE SIMPSON TITEN HD, ICC ESR-2713.

22.ALL WELDING SHALL CONFORM WITH AWS D1.3. ALL WELDING TO STRUCTURAL STEEL SHALL ALSO CONFORM WITH AWS D1.1. THE ELECTRODES USED FOR WELDING SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI. ALL WELDS OF GALVANIZED STEEL SHALL BE COATED WITH A ZINC-RICH PAINT.

23.WELDING IS ONLY PERMITTED ON MEMBERS 54 MIL OR THICKER.

24.NON-STRUCTURAL WALLS SUPPORTED AT THE BASE AND EXTENDING TO THE

BOTTOM OF THE STRUCTURE ABOVE, SHALL HAVE SLOTTED TRACKS AT THE TOP OF INTERIOR WALLS, U.N.O.

25. AXIAL LOAD BEARING STUDS SHALL BE FULLY SEATED INTO THE WALL TRACKS ABOVE AND BELOW.

9.ALL STEEL MEMBERS SHALL HAVE THE MINIMUM EFFECTIVE STRUCTURAL SECTION PROPERTIES AS GIVEN IN TABLES AND SCHEDULES.

10.ALL STUDS/JOISTS SHALL HAVE WEB PUNCH-OUTS AT 24” OC AT MID-DEPTH, PUNCH-OUTS SHALL NOT EXCEED HALF THE MEMBER DEPTH (D/2) OR 2 ½” IN WIDTH, WHICHEVER IS LESS, & 4 ½” IN LENGTH.

11. OPENINGS IN STUD AND JOIST WEBS OTHER THAN STANDARD HOLES PUNCHED BY MANUFACTURER ARE PROHIBITED UNLESS SPECIFICALLY DETAILED AND APPROVED.

12. STANDARD PRE-PUNCHED HOLES IN STUDS AND TRACKS SHALL BE LOCATED AWAY FROM CONNECTIONS AND SHALL BE 10" MIN. FROM ENDS OF MEMBERS UNLESS OTHERWISE NOTED.

13.TRACK SHALL MATCH STUD/JOIST DEPTH & GAGE, AND FLANGE WIDTH SHALL BE 1¼" MIN., TYP, UNO. ALL TRACKS TO BE UNPUNCHED WITH SOLID WEBS.

14. LATERAL BRIDGING SHALL BE PROVIDED WHEN SHEATHING DOES NOT CONTINUE FULLHEIGHT ON BOTH SIDES OF FRAMING. BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION.

15.FASTENING OF FRAMING COMPONENTS SHALL BE WITH SELF-DRILLING SELF- TAPPING SCREWS OR WELDING. WHERE DETAILS CALL FOR SCREWS, THE MINIMUM SIZES SHALL BE AS FOLLOWS, UNO.
18 MIL #6
27 MIL #8
33 MIL #8
43 MIL #10
54 MIL #10
68 MIL #12
97 MIL #12

INTERIOR NON-BEARING METAL STUD FRAMING GENERAL NOTES
2"
2"
1 ½" WIDEx54 MIL U-CHANNEL

CONTINUOUS THRU FACTORY

PUNCHED OPENING IN STUDS

SCREWED OPTION
1 ½"x2"x54 MIL
(1/4" LESS THAN STUD
WIDTH) w/ (4)-SCREWS

WELDED OPTION
1 ½"x2"x54 MILx
(STUD WIDTH LESS 1/4") AT 54

MIL STUD OR THICKER
1/16 3/4
EACH
STUD
1/16 1 1/4
MS-07
3" CLR.

TOP TRACK
SHAPED BLK'G.,
MATCH TYP. STUD

SIZE, MITER CUT

AS SHOWN
3" SEISMIC DRIFT
ALLOWANCE EA. SIDE

BLOCKING

WALL STUDS
C.L. WF BEAM OR
CONC. BEAM
MS-13

WAFERHEAD FRAMING
SCREW EA. SIDE, #8 MIN. 4" 1 1/4" 3/4" CLR. DEFLECTION 1 1/4"ALLOWANCE

NO ATTACHMENT OF

SHEATHING OR FINISHES

ABOVE THIS LINE
CONT. 1 ½"x33 MIL STRAP EA. SIDE
FOR SHEATHING ATTACHMENT w/
(1)-SCREW PER STUD
SLOTTED TRACK w/ 1/4"x1 ½" VERT.

SLOTS @1" O.C. AT EA. LEG

TOP CONNECTION,

SEE OTHER DETAILS
MS-12
MAX.
1/2"
TYP.
3"
8"

FOR ANCHORAGES

SEE ELEVATION
EQ. EQ.
1"
EQ. EQ.

TRACK
(4)-SCREWS (8-TOTAL)

NESTED STUD

MATCH TRACK

SIZE & GAGE

WALL STUD
1"
MS-11
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

INTERIOR

PARTITION
DETAILS - TYP.

NON-BEARING
A901
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1" = 1'-0" 20 TYP BLOCKING DETAIL
1" = 1'-0"
12 TYP DOUBLE STUD STITCH DETAIL
1" = 1'-0" 13 TYP HEADER TO JAMB CONNECTION DETAILS
1" = 1'-0"
11 TYP NON-BEARING METAL STUD WALL FRAMING
1" = 1'-0" 18 TYP PLAN DETAIL AT WALL INTERSECTIONS, CORNERS 1" = 1'-0" 17 TYP SILL DETAIL
1" = 1'-0" 14 TYP TOP OF NON-BEARING WALL_CONCRETE FILL 1" = 1'-0" 19 TYP BRIDGING DETAIL1" = 1'-0" 15 TYP METAL STUD WALL CONNECTION @ BEAM 1" = 1'-0" 16 TYP TOP CONNECTION AT SLOTTED TRACK
1" = 1'-0"
7 TYP TOP & BOTTOM TRACK SPLICE

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 61
MS-19
C.L. STUD & OPENING
STUD DEPTH "D"
OPENING D/3 TO
2D/3 MAX.
1/2"
1" EQ. EQ. 1"
D MIN.

TYPICAL UNREINFORCED

OPENING

TYPICAL REINFORCED

OPENING
C.L. STUD & OPENING
STUD DEPTH "D"
D/3 MAX.

FIELD CUT
HOLE
STUD, TYP.

D MIN.

REINFORCE w/ PIECE

OF TRACK, MATCH

DEPTH & GAGE OF
STUD/JOIST. ATTACH
NESTED w/ (8)-SCREWS
EA. SIDE OF HOLE AND
AS SHOWN.

N O T E :

1. NO OPENINGS IN METAL STUD GREATER THAN 2D/3 ALLOWED.

2. DO NOT LOCATE OPENINGS AT BACKING PLATES.

MS-36
*
*
STUD, CONC. OR SMOOTH FACE

MASONRY WALL, SEE PLAN
d
d
d-1"
(1) SCREW EA. TRACK
FLG. TO JOIST FLG.

CONT. TRACK w/ (1) SCREW PER 2"
OF JOIST DEPTH AT EA. STUD
AT STEEL STUD:

L1 1/2x1 1/2x54 MIL w/ (1) SCREW
PER EA. 2" OF JOIST DEPTH AT EA.

LEG TYP. AT EA. JOIST
AT WOOD STUD:

USE (1)-#10x1 1/2" RHWS PER EA.
3" OF JOIST DEPTH
AT CONC. OR MASONRY WALL:

USE (1) 1/2"Ø x 2" " CONCRETE
SCREW PER EA. 3" OF JOIST
DEPTH (SPACE 2 1/2" O.C.)
8' - 0"
12' - 0"
12' - 0" <x<16'-0"
N O T E :
• WALL STUDS SUPPORTING CEILING MEMBERS SHALL BE 33 MIL MIN. • WHERE WEB STIFFENERS ARE REQUIRED, SEE TYPICAL DETAIL • WHERE BRIDGING IS REQUIRED, SEE TYPICAL DETAIL.
3 5/8" x 33 MIL
6" x 54 MIL
6" x 43 MIL
NO
NO
NO 4 '- 0"
4 '- 0"
4 '- 0"
NONE
NONE
NONE
JOISTS @16"
O.C. 'd' x GA
WEB

STIFFENERS

REQUIRED
MAX. BRIDGING SPACING

SHEATHING

ON ONE SIDE

SHEATHING ON

BOTH SIDES

J O I S T S P A R A L L E L T O W A L L

J O I S T S P E R P E N D I C U L A R T O W A L
L
CONT. JOIST w/ (2) SCREWS AT
EA. STUD (USE (2) 1/2"Ø x 2"
CONCRETE SCREW @16" O.C. AT
CONC. OR MASONRY WALL

ALTERNATE A

ALTERNATE B

JOIST PER TABLE
*
INDICATES 2x d OR 12", WHICHEVER IS GREATER, MIN.

ALT: REINFORCE PUNCH-OUT PER TYPICAL DETAIL.

CONT. L1 1/2x1 1/2x33 MIL w/ (1)
SCREW TO EA. STUD AND JOIST FLG.

INDICATES TYPICAL JOIST PUNCH-OUT
(1) SCREW PER EA. 2" OF JOIST
DEPTH, TYP. AT EA. STUD
MAX.

SPAN
16' - 0" 8" x 43 MIL NO 4 '- 0" MID - SPAN
SE TO
REVIEW
MS-32
1/8 1 1/2-3
1/8 1 1/2
3" MIN.
1/8
1 1/2" TYP.
1 1/2" MIN., TYP.

TYP.
1/4" MAX.
3/8"x2 1/2" HILTI KB-TZ2 w/ 1/4" SQ.

PL. WASHER @24" O.C. AND
6" MAX. FROM END OF TRACK
AND JAMB STUDS. WHEN STUDS
ARE SPACED @16" O.C. & WITHIN
12" EA. SIDE OF STUD WHEN
STUDS ARE SPACED @24" O.C.2 1/2"
MAX.
1" 2"
2 1/2"x54 MIL JOIST AT EA.

STUD AND END OF TRACK
SUBSTITUTE WELD w/ (3)

SCREWS WHEN STUDS
ARE SPACED @16" O.C.

ADD 54 MIL TRACK w/ SCREW
AT EA. FLANGE WHEN STUD IS
OFFSET FROM BEAM.

WF BEAM, SEE PLAN

P E R P E N D I C U L A R T O D E C K

PARALLEL T O D E C K
3/8"x2 1/2" HILTI KB-TZ2 INTO
EA. ADJACENT LOW FLUTE
PL. 3/8"x3" @24" O.C. AND
6" MAX. FROM END OF

TRACK AND JAMB STUDS

AT LOW FLUTE

AT HIGH FLUTE
54 MIL, 2" DEEP LEG
TRACK w/ (2)- SCREWS
EA. SIDE, EA. STUD, TYP.

AT WF BEAM
MS-14
20 lbs
MAX.
20 lbsMAX.

MAX.
6"
STUD FRAMING, TYP.

N O T E S :

1.TYPICAL USES:

MISCELLANEOUS ITEMS (EG WHITEBOARDS, SURFACE MOUNTED MIRRORS, TOWEL DISPENSERS, WALL MOUNTED DOOR STOP, ETC.)

2.ATTACH ACCESSORIES TO BACKING w/ #10 SCREWS, MIN.

3.MAXIMUM LOAD IS PER PLATE AND STUD SPACE.

N O T E :

DO NOT NOTCH

BACKING PLATES
w/OUT REVIEW OF
ENGINEER, TYP.
(3)-#10
SCREWS, TYP.
6"x54 MIL

UNPUNCHED
CONT. PL. ACROSS
(3) STUDS, MIN.

SECTION ELEVATION
#4 CONT.

C2-16

CURB ON SLAB ON GRADE

CURB ON METAL DECK
TYPICAL REINF., SEE PLAN
#4 @18" O.C.
3" CURB, S.A.D.
(8" MAX.)
DECK
CONC. FILL
CURB, S.A.D.
(8" MAX.)
3"

METAL STUD WALL,

SEE PLANS FOR

LOCATION, DETAILS AND

ANCHORAGE
@18" O.C.

CENTER IN

LOW FLUTE
#4
3"
#4 CONT.
3" MIN.
80 lbs
MAX.
80 lbsMAX.

C.G.

MS-15

SECTION ELEVATION
MAX.
6"

CABINET/EQUIPMENT
N O T E S :

1.TYPICAL USES:

WALL HUNG CABINETS & FULL HEIGHT CABINETS

2.ATTACH ACCESSORIES TO BACKING w/ #12 SCREWS, TYP.

3.MAXIMUM LOAD IS PER PLATE AND STUD SPACE.

STUD FRAMING, TYP.
6"x54 MILx1 1/4" DEEP

UNPUNCHED TRACK,

NOTCH FOR STUDS
(3)-#10 SCREWS, TYP.
250 lbs
MAX.
250 lbsMAX.

C.G.

MS-16
MAX.
6"
N O T E S :

1.TYPICAL USES:

WALL HUNG EQUIPMENT, GRAB BARS

2.ATTACH ACCESSORIES TO BACKING w/ #14 OR 1/4"Ø SCREWS, MIN.

3.MAXIMUM LOAD IS PER PLATE AND STUD SPACE.

DOUBLE STUD
FRAMING, TYP.
8"x54 MILx1 1/4" DEEP

UNPUNCHED TRACK,

NOTCH FOR STUDS
(8)-SCREWS, TYP.

NOTCH BACKING
FLANGE, TYP.

CABINET/EQUIPMENT

SECTION ELEVATION
250lbs GRAB BAR

LOAD APPLIED IN ANY

DIRECTION
3x "S" MAX.
"S"

SPACING

SECTION AT FULL LENGTH
JOISTS E.S. OF OPENING
TRACK, FULL LENGTH OF JOIST. MATCH
TYP. FRAMING SIZE & GA. w/ SCREWS @12"
O.C. EACH FLANGE TO TYPICAL FRAMING

TYPICAL FRAMING

O P E N I N G S C U T T I N G F R A M I N G M E M B E R 2x "S" MAX. 2x "S" MAX.
"S"

SPACING

CLIP FLANGES TO EXTEND WEB
INTO FRAMING WEB, TYP.

O P E N I N G S N O T C U T T I N G F R A M I N G M E M B E R N O T E :
"CLIP" REFERS TO 54 MIL L1 ½ x 1 ½ x (FRAMING
DEPTH-1") w/ (1) SCREW PER 2" OF FRAMING DEPTH AT

EACH LEG

FRAMING,

SEE PLAN
"CLIP", TYP.

BLOCKING TO
MATCH

TYPICAL

FRAMING SIZE
AND GA., TYP.

MS-37

FRAMING,

SEE PLAN
"CLIP", TYP.

BLOCKING TO
MATCH

TYPICAL

FRAMING SIZE
AND GA., TYP.

CLIP FLANGES TO

EXTEND WEB INTO
FRAMING WEB, TYP.

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

INTERIOR

PARTITION
DETAILS - TYP.

NON-BEARING
A902
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1" = 1'-0"
5 TYP OPENING IN METAL STUD DET/JOIST
1" = 1'-0"
6 TYP STEEL JOIST CEILING FRAMING
1" = 1'-0"
12 TYP SUSPENDED STEEL STUD
1" = 1'-0"
4 TYP BACKING PLATE_A
1" = 1'-0"
1 CONCRETE CURB DETAIL - SOG & METAL DECK
1" = 1'-0"
3 TYP BACKING PLATE_B
1" = 1'-0"
2 TYP BACKING PLATE_C
1" = 1'-0"
10 TYP STEEL JOIST CEILING FRAMING - OPENING

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 62
N O T E S :

1. 5 PSF MAX. ASD LOADING.

2. L/240 DEFLECTION LIMIT.

MS-21

MAXIMUM
HEIGHT
(FEET)

SSMA PRODUCT

IDENTIFICATION

MINIMUM STUD PROPERTIES
NOTES
Ix
MIN.

Sx
MIN.

SPACING
(U.O.N.)

THICKNESS
(MIN.)
FLANGE
WIDTH
DEPTH
18' - 1"
19' - 8"
21' - 1"
22' - 7"
400S137-33
400S137-43
400S137-54
400S137-68
4"
4"
4"
4"
1 3/8"
1 3/8"
1 3/8"
1 3/8"
33 MIL
43 MIL
54 MIL
68 MIL
16"
16"
16"
16"

0.301

0.388

0.327

0.477

0.603

0.776

0.676

0.953
33 KSI
33 KSI
50 KSI
50 KSI
MS-24

MINIMUM STUD PROPERTIES

SSMA OR SLIPTRACK

PRODUCT IDENTIFICATION

THICKNESS
(MIN.)
FLANGE

WIDTH DEPTH
Sx
MIN.

Ix
MIN.
600T150-33
600T150-43
600T150-54
SLIPTRACK 6.0000-33
SLIPTRACK 6.0000-43
SLIPTRACK 6.0000-54
SLIPTRACK 6.0000-68
6" 1 1/2"
1 1/2"
1 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
33 MIL
43 MIL
54 MIL
33 MIL
43 MIL
54 MIL
68 MIL

0.517

0.673

0.843

0.068

0.089

0.111

0.140

1.590

2.072

2.611

0.215

0.298

0.374

0.472
6"
6"
6"
6"
6"
6"
MS-22

MINIMUM TRACK PROPERTIES

SSMA OR SLIPTRACK

PRODUCT IDENTIFICATION

THICKNESS
(MIN.)
FLANGE
WIDTH
DEPTH
Sx
MIN.

Ix
MIN.
400T150-33
400T150-43
400T150-54
400T150-68
SLIPTRACK 4.0000-33
SLIPTRACK 4.0000-43
SLIPTRACK 4.0000-54
SLIPTRACK 4.0000-68
4"
4"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
33 MIL
43 MIL
54 MIL
68 MIL
33 MIL
43 MIL
54 MIL
68 MIL

0.300

0.390

0.489

0.615

0.067

0.088

0.111

0.139

0.622

0.811

1.025

1.306

0.203

0.268

0.335

0.419
4"
4"
4"
4"
4"
4"
N O T E S :

1. 5 PSF MAX. ASD LOADING.

2. L/240 DEFLECTION LIMIT.

MS-23

MAXIMUM
HEIGHT
(FEET)

SSMA PRODUCT

IDENTIFICATION

MINIMUM STUD PROPERTIES
NOTES
Ix
MIN.

Sx
MIN.

SPACING
(U.O.N.)

THICKNESS
(MIN.)
FLANGE

WIDTH DEPTH
24' - 11"
27' - 2"
29' - 2"
31' - 3"
600S137-33
600S137-43
600S137-54
600S137-68
6"
6"
6"
6"
1 3/8"
1 3/8"
1 3/8"
1 3/8"
33 MIL
43 MIL
54 MIL
68 MIL
16"
16"
16"
16"

0.527

0.681

0.839

1.031

1.582

2.042

2.518

3.094
N O T E S :

1. 35 PSF ASD LOADING.

2. L/240 DEFLECTION LIMIT.

MS-29

MAXIMUM
HEIGHT
(FEET)

SSMA PRODUCT

IDENTIFICATION

MINIMUM STUD PROPERTIES
NOTES
Ix
MIN.

Sx
MIN.

SPACING
(U.O.N.)

THICKNESS
(MIN.)
FLANGE

WIDTH DEPTH
10' - 10"
13' - 0"
17' - 2"
18' - 5"
600S137-33
600S137-43
600S137-54
600S137-68
6"
6"
6"
6"
1 3/8"
1 3/8"
1 3/8"
1 3/8"
33 MIL
43 MIL
54 MIL
68 MIL
16"
16"
16"
16"

0.527

0.681

0.839

1.031

1.582

2.042

2.518

3.094
33 KSI
33 KSI
33 KSI
33 KSI
N O T E S :

1. 35 PSF ASD LOADING.

2. L/240 DEFLECTION LIMIT.

MS-30

MAXIMUM
HEIGHT
(FEET)

SSMA PRODUCT

IDENTIFICATION

MINIMUM STUD PROPERTIES
NOTES
Ix
MIN.

Sx
MIN.

SPACING
(U.O.N.)

THICKNESS
(MIN.)
FLANGE

WIDTH DEPTH
15' - 0"
20' - 2"
23' - 4"
800S137-43
800S137-54
800S137-68
8"
8"
8"
1 3/8"
1 3/8"
1 3/8"
43 MIL
54 MIL
68 MIL
16"
16"
16"

1.033

1.277

1.576

4.134

5.110

6.303
50 KSI
50 KSI
50 KSI
N O T E S :

1. 5 PSF MAX. ASD LOADING.

2. L/240 DEFLECTION LIMIT.

MS-25

MAXIMUM
HEIGHT
(FEET)

SSMA PRODUCT

IDENTIFICATION

MINIMUM STUD PROPERTIES
NOTES
Ix
MIN.

Sx
MIN.

SPACING
(U.O.N.)

THICKNESS
(MIN.)
FLANGE
WIDTH
DEPTH
16' - 9"
18' - 3"
17' - 1"
20' - 10"
362S137-33
362S137-43
362S137-54
362S137-68
3 5/8"
3 5/8"
3 5/8"
3 5/8"
1 3/8"
1 3/8"
1 3/8"
1 3/8"
33 MIL
43 MIL
54 MIL
68 MIL
16"
16"
16"
16"

0.264

0.340

0.417

0.509

0.479

0.616

0.756

0.922
MS-26

MINIMUM TRACK PROPERTIES

SSMA OR SLIPTRACK

PRODUCT IDENTIFICATION

THICKNESS
(MIN.)
FLANGE
WIDTH
DEPTH
Sx
MIN.

Ix
MIN.
362T150-33
362T150-43
362T150-54
362T150-68
SLIPTRACK 3.6250-33
SLIPTRACK 3.6250-43
SLIPTRACK 3.6250-54
SLIPTRACK 3.6250-68
3 5/8"
3 5/8"
3 5/8"
3 5/8"
3 5/8"
3 5/8"
3 5/8"
3 5/8"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
33 MIL
43 MIL
54 MIL
68 MIL
33 MIL
43 MIL
54 MIL
68 MIL

0.264

0.343

0.431

0.542

0.067

0.088

0.110

0.138

0.499

0.650

0.823

1.050

0.200

0.260

0.325

0.406
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

SCHEDULE -

TYPICAL

NON-BEARING

LIGHT GAUGE
A903
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
N.T.S
1 SCHEDULE - 4" INTERIOR - NON BEARING STUD
1" = 1'-0"
6 SCHEDULE - MINIMUM TRACK PROPERTIES - 6" NON-BEARING

METAL STUD
N.T.S
2 SCHEDULE - MININUM TRACK PROPERTIES - 4" NON-BEARING
STUD
1" = 1'-0"
5 SCHEDULE - 6" INTERIOR NON-BEARING METAL STUD
N.T.S
7 SCHEDULE - 6" EXTERIOR NON-BEARING METAL STUD
N.T.S
8 SCHEDULE - 8" EXTERIOR NON-BEARING METAL STUD

REVISION NUMBER DATE DESCRIPTION
1" = 1'-0"
3 SCHEDULE - 3-5/8" INTERIOR NON-BEARING METAL STUD
1" = 1'-0"
4 SCHEDULE - MINIMUM TRACK PROPERTIES - 3-5/8"
NON-BEARING METAL STUD Copy 1
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 63

ATTACHED JOINT
CROSS RUNNERS TYP.

MAIN RUNNERS TYP.

BRACING WIRE
LOCATION, TYP.
6' - 0"
MAX

FREE JOINT
144 SQFT. MAX
0' - 3" 0' - 6" 0' - 3"
0' - 3" 0' - 6" 0' - 3"
12' - 0"
MAX
6' - 0"
MAX
6' - 0"
MAX
12' - 0"
MAX
6' - 0"
MAX

STABILIZER BARS,

CROSS TEES OR
STRUTS 8" MAX.

FROM WALL TYP.

ALONG FREE JOINTS
CONT. ANGLE @
PERIMETER, TYP.

NOTE:

BRACING WIRES AND COMP. STRUT SHALL OCCUR AT
EVERY 144 SQ.FT. MAX. IN ROOMS OVER 144 SQ.FT.
(WHERE A

PROPRIETARY

SEISMIC CLIP IS

USED, REMOVE THE

STABILIZER BARS

SHOWN ON THE

PLAN AND THE

ABOVE STABILIZER

BAR NOTE)

ATTACHED
JOINT

ATTACHED
JOINT
FREE
JOINT
FREE
JOINT
4 A910
4 A910
A910
14 4
A910
4 A910
3 A910
3 A910
3 A910
3 A910
45°
MAX.
(TYP.)
0° TO 45°
SEE NOTE 2 MAIN RUNNER

CROSS RUNNER
12 GA. BRACING WIRE W/
MIN. 4 TIGHT TURNS IN 1 1/2"

BOTH ENDS OF WIRE

CONNECTED TO MAIN
RUNNERS 90° APART,
4 TOTAL AT EACH STRUT
(U.N.O.)
12 GA. VERTICAL HANGERS
@ 4'-0" O.C. EACH WAY AT
MAIN RUNNER W/ MIN. 3
TIGHT TURNS IN 3" AT

BOTH ENDS
2' - 0" TYP. 2' - 0" TYP.
4' - 0" TYP.

RIGID VERTICAL STRUT
NOTES:

1. STRUTS SHALL NOT REPLACE HANGER WIRES.

2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED.

A910
14 8" MAX. 0' - 6 25/32"
OR 1/4 OF LENGTH OF

END RUNNER

WHICHEVER IS LESS
NOTES:

1. PROVIDE #12 GA HANGER WIRES AT THE ENDS OF
ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8)

INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH
(1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS
LESS, FOR THE PERIMETER OF THE CEILING AREA.

PERIMETER WIRES ARE NOT REQUIRED WHEN THE
LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.

2. NAILS AT THE END OF HORIZONTAL STRUTS ARE TO

BE PLACED WITH NAIL HEAD TOWARD CENTERLINE OF
SPAN OF STRUT.

3. STABILIZER BAR MAY BE SLOTTED APPROVED
ANGLES OR CHANNELS W/ "DIAMOND POINTS" OF

SPRING STEEL WHICH SNAP TIGHT TO PREVENT
MOVEMENT OF STRUT.

4. (1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" O.C.
12 GA. HANGER
WIRE @ 4'-0" O.C.

MIN. 3 TIGHT
TURNS IN 3"

ACOUSTIC

CEILING PANEL
1/8" DIA. STEEL POP RIVET
@ ATTACHED SIDE ONLY
1" x 2" x 25 GA. MIN. CONT. TRIM
ANGLE W/ #10 x 1 1/2" SELF
TAPPING SMS INTO 20 GA. MIN.

WALL STUD @ 24" O.C.
2"
1"
1/2" MIN. TYP.
0' - 6 25/32"
OR 1/4 OF LENGTH OF

END RUNNER

WHICHEVER IS LESS
1/2" MIN. TYP.
3/4" MIN. CLR.

CONT. SLOTTED ANGLE STABILIZER
BAR W/ HORZ. 6d RINGSHANK NAIL.

OMIT STRUT WHERE RUNNER IS
WITHIN 8" OF WALL

ALTERNATE STABILIZER
LOCATION W/O NAIL (NOTE 3)

ATTACHED JOINT FREE JOINT
RUNNER

CHANNEL
(STABILIZER BAR)
8" MAX.

APPROVED STABILIZER
8" MAX. 0' - 6 25/32"
OR 1/4 OF LENGTH OF

END RUNNER

WHICHEVER IS LESS
NOTES:

1. PROVIDE #12 GA. HANGER WIRES AT THE ENDS OF
ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8)

INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH
(1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS
LESS, FOR THE PERIMETER OF THE CEILING AREA.

PERIMETER WIRES ARE NOT REQUIRED WHEN THE
LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.
12 GA. HANGER
WIRE @ 4'-0" O.C.

MIN. 3 TIGHT
TURNS IN 3"

ACOUSTIC

CEILING PANEL
1" x 1" x 25 GA. MIN. CONT. TRIM
ANGLE W/ #10 x 1 1/2" SELF
TAPPING SMS INTO 20 GA. MIN.

WALL STUD @ 24" O.C., TYP
1"
1"
1/2" MIN. TYP.

ATTACHED JOINT FREE JOINT

SEISMIC

PERIMETER CLIP
0' - 6 25/32"
OR 1/4 OF LENGTH OF

END RUNNER

WHICHEVER IS LESS
8" MAX.
1/2" MIN. TYP.
#10 SMS @ 24" O.C.
(2) #8 SCREWS PER CLIP TO
ANGLE PER ASCE 7 SEC 13.5.6.2
#7x7/16" LOOSE SCREW

AT SLOTTED HOLE

FROM SEISMIC CLIP

INTO RUNNER
(OPTIONAL)
3/4" CLR
#7X 7/16" FIXED SCREW

TIGHTENED THROUGH

FROM SEISMIC CLIP TO
RUNNER
1" x 1" x 25 GA.

MIN. CONT. TRIM
ANGLE
OPTION 1
362S137-33 MIN.

BACKING STUD. SPAN 2
WALL STUDS MINIMUM.

FASTEN BACKING TO
WALL STUDS USING (2)
#10X1-1/4" SMS AT EACH
STUD.
1"x1"x12GAx3/4" CLIP
ANGLE. FASTEN TO

BACKING STUD USING
#10 X 1-1/4" SHEET
METAL SCREW.

NOTES:

1. THIS IS APPLIED FOR PERIMETER WIRE ATTACHEMENT OR WHERE OBSTRUCTION PREVENTS

ATTACHMENT TO STRUCTURE ABOVE
1 6 MIN.
1 6
1"x1"x12GAx3"

CLIP ANGLE
2-#10 S.M.S.
@ 2" O.C.

WALL STUD
20 GA MIN
1 LAYER OF
GYP. BD.

OPTION 2
WALL STUD 20 GA MIN
GYP. BD.
(2) #10 SMS TO FRAMING
1"x1"x12GAx3/4"

CLIP ANGLE
A. "DIRECT" B. "THRU GYP"
1 (1) #10 SMS
6 MIN.
1"x1"x12GAx3/4"

CLIP ANGLE

WALL STUD
20 GA MIN
1 6 MIN.

OPTION 3

45.00 10°°- 45°

STEEL BEAM
2" X 2" X 2" LONG X
12 GA. CLIP

BRACING WIRE W/
4 TIGHT TURNS IN
1-1/2"
(3) HILTI X-ALH

0.177" DIA. X 3/4" MIN.

PENETRATION
NOTES:

1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16" OR MORE THAN 3/8"

2. RDP IN RESPONSIBLE CHARGE, OR AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER, SEE ANSI/AISC 341-10 MAX
1/2"

STEEL BEAM

HILTI X-ALH

0.177" DIA. X 3/4" MIN.

PENETRATION

HANGER WIRE W/
3 TIGHT TURNS IN 3"
MAX
1/2"
L 1 1/2" X 1 1/2" X
2" LONG X 12 GA.

CLIP

HANGER WIRE BRACING WIRE
2"

FIREPROOFING

CUT FLANGES AND
BEND
(2) 0.145" MIN DIAMETER

POWER ACTUATED

FASTENER
NOTES:

1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16" OR MORE THAN 3/8"

2. RDP IN RESPONSIBLE CHARGE, OR AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER, SEE ANSI/AISC 341-10

3. FOR SUSPENDED GYP BD CEILING AND SUSPENDED ACOUSTIC CEILING 1"

AIR TERMINAL OR

LIGHT FIXTURE
(56# MAX.)
(2) 12 GA. SLACK SAFETY WIRE

HANGERS FOR DEVICES THAT
WEIGH LESS THAN 56 LBS
PLACE ON DIAGONAL CORNERS.

EXCEPTION: FIXTURES
GREATER THAN 2 FEET X 4 FEET
WEIGHING LESS THAN 56 LBS.

REQUIRE A 12 GA. SLACK
SAFETY WIRE HANGER AT EA.

CORNER.
(1) #8 S.M.S. IN OPPOSITE SIDES
(2 TOTAL), LOCATE SCREWS

NEAR THE CENTER OF

TERMINAL OR FIXTURE

HEAVY DUTY SYSTEM
3 TURNS IN 3" TYPICAL
@ EACH END

HANGER WIRE ONLY

HANGER WIRE
4 TURNS IN 1-1/2"
TYPICAL @ EACH END

HANGER OR BRACE WIRE

BRACE OR

HANGER WIRE
NOTES:

1. WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES

ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.
1 LAYER OF GYP. BD., MAX.

METAL STUD 20 GA MIN.
1-1/2"x1-1/2"x12GAx1" CLIP
ANGLE W/ (2) #10x1-1/4" SMS
(SEE NOTE 1)
600S137-54 SPAN (2) WALL
STUDS MINIMUM. CONNECT
600S TO EACH WALL STUD

PER SCHEDULE BELOW
MAX.
1/2"
NOTES:

THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET.
- THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORTING THE BRACE FORCE. - THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB.

WALL STUD
GAUGE

CONNECTION TO WALL STUD
(WITH GYP. BD.)

CONNECTION TO WALL STUD
(WITHOUT GYP. BD.)
20 GAUGE (5) #10 X 1 1/14" SMS (3) #10 X 1 1/14" SMS
18 GAUGE (4) #10 X 1 1/14" SMS (2) #10 X 1 1/14" SMS
10° TO
45°
1-1/2" X 1-1/2" X12 GA X 2"

CEILING CLIP TYP
3/8" DIA EXPANSION ANCHORS x
2" EMBED OR 5/8" X 4 1/4" EMBED.
(SE TO CONFIRM)

LIGHTWEIGHT CONCRETE O/

METAL DECK, SSD

MIN, TYP
3/4"
1-1/2" X 1-1/2" X12 GA ANGLE
(2) 3/8" DIA EXPANSION ANCHORS
x 2" EMBED (SE TO CONFIRM)

LIGHTWEIGHT CONCRETE O/

METAL DECK, SSD
1/2" MAX
NOTES

1. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM

CENTERLINE OF DECK LOW FLUTE

2. LOAD TEST WHEN DRILLED-IN CONCRETE ANCHORS OR PAF ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 WIRE/ ANCHOR ASSEMBLIES SHALL BE FIELD TESTED FOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 WIRE/ANCHOR ASSEMBLIES SHALL BE FIELD TESTED FOR 440 LBS. IN TENSION IN THE DIRECTION OF THE WIRE. PAF IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRE OPTION 1
OPTION 2
12 GA X 1" WIDE
CEILING CLIP MIN.
3/8" DIA EXPANSION
ANCHORS x 2" EMBED
(SE TO CONFIRM)

LIGHTWEIGHT

CONCRETE O/

METAL DECK, SSD
1/2" MAX
12 GA X 3/4" WIDE

CEILING CLIP
PAF MIN. 0.145" DIA W/
1-1/4" MIN EMBEDMENT
(SE TO CONFIRM)

LIGHTWEIGHT CONCRETE O/

METAL DECK, SSD
(20 GA MIN. STEEL DECK)
1/2" MAX

MIN, TYP
3/4"
1-1/2" X 1-1/2" X12 GA ANGLE
NOTES

1. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM

CENTERLINE OF DECK LOW FLUTE

LIGHTWEIGHT CONCRETE O/

METAL DECK, SSD
(20 GA MIN. STEEL DECK)
PAF MIN. 0.145" DIA W/
1-1/4" MIN EMBEDMENT
(SE TO CONFIRM)
OPTION 1 OPTION 2
OPTION 3
4 TURNS @ BRACE WIRE
TYPICAL @ EACH END

HANGER WIRE

BRACING WIRE
1 1/2" MAX.
10° TO
45°
U.O.N.
1/2" MAX
#12 GAGE WIRE
1/2" TYP
1/2"
TYP.
3 TURNS @ HANGER WIRE
TYPICAL @ EACH END
#12 GAGE WIRE
3" MAX
U.O.N.
1/2" MAX

FOR CONNECTION TO

STRUCTURE, SEE

FOR CONNECTION TO

STRUCTURE, SEE
12 / A910
11 / A910
8 / A910
8 / A910

HANGER WIRE BEYOND

COMPRESSION STRUT

COPE FLANGE OR FLATTEN

TO ALLOW INSTALLATION

OF ACOUSTICAL TILE

MAIN RUNNER

CROSS RUNNER

BRACE WIRE BEYOND

HANGER WIRE
3 TIGHT TURNS
IN 3" FOR
HANGER TYP.
(2) 1/4" DIA.

MACHINE BOLT

CROSS RUNNER
1 1/2" MAX
4' - 0" MAX
1" MAX
3/4" MIN
1 1/2" MAX

BRACE WIRE
4 TIGHT TURNS
IN 1 1/2" FOR

BRACE WIRE
TYP.

MAIN RUNNER

CHANNEL TYPE

COMPRESSION STRUT

CENTERED OVER

CROSS RUNNER

STRUCTURE

SECTION A
A

NOT TO EXCEED THE ALLOWABLE LENGTH

L STRUT

COMPRESSION STRUT TABLE

GIVEN IN THE COMPRESSION STRUT TABLE

FOR CONNECTION

TO STRUCTURE,
SEE

45.00°
0° TO 45°
TYP.
250T125-33
400S137-33

STRUT SCHEDULE
L ≤ 5'-0"
5'-0"< L ≤ 8'-0"
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

CEILING DETAILS -

ACOUSTICAL
A910
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
3" = 1'-0"
1 CEILING _12'x12' BRACE ASSEMBLY SPACING
3" = 1'-0"
2 CEILING _TYP SUSPENSDED ACOUSTIC CLG
3" = 1'-0"
3 CEILING PERIMETER DETAILS - ACOUSTIC
3" = 1'-0"
4 CEILING PERIMETER DETAIL - SEISMIC CLIP
3" = 1'-0"
9 CEILING - HANGER WIRE CONNECTION TO METAL STUD WALL
3" = 1'-0"
8 CEILING - TYP WIRE ATTACHMET - STRUCTURAL STEEL
3" = 1'-0"
7 CEILING - STRUT CONNECTION - STRUCTURAL STEEL
3" = 1'-0" 13 CEILING - AIR TERMINAL & LIGHT FIXTURES SUPPORT3" = 1'-0" 5 CEILING - WIRE SPLICES
3" = 1'-0"
10 CEILING - BRACING WIRE TO METAL STUD WLL

REVISION

NUMBER DATE DESCRIPTION
1 1/2" = 1'-0"
12 CEILING - BRACING WIRE TO CONCRETE OVER METAL DECK
1 1/2" = 1'-0"
11 CEILING - HANGER WIRE TO CONCRETE OVER METAL DECK
3" = 1'-0"
6 TYP WIRE TURNING - HANGING AND BRACING
3" = 1'-0" 14 COMPRESSION STRUT DETAIL - CHANNEL TYPE
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 64

ATTACHED JOINT

CROSS RUNNERS,
2'-0" OC, TYP.

MAIN RUNNERS, 2' OC TYP.

BRACING WIRE
LOCATION, TYP.
4' - 0"
MAX

FREE JOINT
96 SQFT.

MAX
0' - 2" 0' - 4" 0' - 2"
0' - 3" 0' - 6" 0' - 3"
8' - 0"
MAX
4' - 0"
MAX
6' - 0"
MAX
12' - 0"
MAX
6' - 0"
MAX

STABILIZER BARS,

CROSS TEES OR
STRUTS 8" MAX.

FROM WALL TYP.

ALONG FREE JOINTS
CONT. ANGLE @
PERIMETER, TYP.

NOTE:

1. BRACING WIRES AND COMP. STRUT SHALL OCCUR AT
EVERY 96 SQ.FT. MAX. IN ROOMS OVER 144 SQ.FT.

2. WHERE PERIMETER SEISMIC CLIPS ARE USED,
STABILIZER BARS ARE NOTE REQUIRED. FOR DETAILS, SEE

ATTACHED
JOINT

ATTACHED JOINT
FREE
JOINT
FREE
JOINT
45°
MAX.
(TYP.)
0° TO 45°
SEE NOTE 2 MAIN RUNNER

CROSS RUNNER
12 GA. BRACING WIRE W/
MIN. 4 TIGHT TURNS IN 1 1/2"

BOTH ENDS OF WIRE

CONNECTED TO MAIN
RUNNERS 90° APART,
4 TOTAL AT EACH STRUT
(U.N.O.)
12 GA. VERTICAL HANGERS
@ 4'-0" O.C. EACH WAY AT
MAIN RUNNER W/ MIN. 3
TIGHT TURNS IN 3" AT

BOTH ENDS

CROSS RUNNER
2' - 0" TYP.

MAIN RUNNER
2' - 0" TYP.

RIGID VERTICAL STRUT
NOTES:

1. STRUTS SHALL NOT REPLACE HANGER WIRES.

2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED. 12 GA HANGER WIRE
3/4" X 1 1/4"

CROSSPIECE BACKER
(BLACK, TYP.)
1 3/8"
3 1/4"

PER LINEAR FOOT
3 MEMBERS
FASTEN NOM. 1'-0" WIDE

PANEL WOOD GRILLE

THROUGH BACKER TO GRID

SUSPENSION SYSTEM USING
#8 X 1 1/4" BLACK FASTENER
@ 8" OC (TYP.)
15/16" HEAVY DUTY MAIN
RUNNER @ 2'-0" OC MAX
(BOD: ARMSTRONG PRELUDE XL

OR EQUAL)

WOOD GRILLE WITH

FACTORY ATTACHED

BACKERS
DETERMINE WHAT IS #

MEMBERS AND SIZE OF
MEMBERS - UPDATE!

CANTILEVER
0-2" MAX
1"
4"
TYP. O.C. TO O.C. SPACING
2' - 0"
12 GA HANGER WIRE
15/16" HEAVY DUTY MAIN
RUNNER @ 2'-0" OC MAX
(BOD: ARMSTRONG PRELUDE XL

OR EQUAL)
REVEAL @ ABUTTING
PANELS (TYP. 1")
15/16" T-BAR

CROSS RUNNER
1/2" X 1 1/4"

CROSSPIECE BACKER,

MECHANICALLY

FASTEN TO T-BAR,
2' - 0"
12 GA BRACING SPLAY WIRE (TYP.),

COMPRESSION STRUT,
NOTE:

1. UNIT WEIGHT OF WOOD CEILING SYSTEM TO BE
LESS THAN 4 LBS PER SQ. FT

2. FOR PERIMETER CONDITION

3. FOR WOOD CEILING BRACING

4. SEE SHEET A9XX FOR TYP WIRE TURNS AND
CEILING WIRE SPLICES. SEE A9XX FOR TYPICAL WIRE

ATTACHMENTS TO STRUCTURE
EQ EQ

WOOD GRILLE WITH

FACTORY ATTACHED

BACKERS
FASTEN NOM. 1'-0" WIDE

PANEL WOOD GRILLE

THROUGH BACKER TO GRID

SUSPENSION SYSTEM USING
#8 X 1 1/4" BLACK FASTENER
@ 8" OC (TYP.)
12 GA HANGER WIRE
FLOATING: OPEN
REVEAL (3/4" MIN.)
NOTE: FOR TYPICAL SUSPENSION DETAIL
15/16" HEAVY DUTY MAIN
RUNNER @ 2'-0" OC MAX
(BOD: ARMSTRONG PRELUDE XL

OR EQUAL)
DETERMINE WHAT IS #

MEMBERS AND SIZE OF

MEMBERS - PERIMETER
CONDITION - UPDATE!

METAL STUD CEILING

FRAMING & CONNECTION,
1/2" GLASS MAT
GYP. SHEATHING

SEALANT

CERAMIC TILE

CONCRETE OR CMU WALL

PAINT FINISH

CASING BEAD

SHEET APPLIED WRB

THREE-COAT

PORTLAND

CEMENT PLASTER

TWO LAYERS OF
BLDG. PAPER
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

CEILINGS - WOOD
GRILLE
A911
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
3" = 1'-0"
1 CEILING - 8X12 BRACE ASSEMBLY - WOOD GRILLE CEILING
3" = 1'-0"
2 CEILING - TYP SUSPENDED CEILING FRAMING - WOOD GRILLE 3" = 1'-0"
3 CEILILNG - TYP WOOD GRILLE DETAIL
3" = 1'-0"
9 CEILING - SUSPENSION DETAIL - WOOD GRILLE
3" = 1'-0"
4 CEILING - TYP WOOD GRILLE DETAIL PERIMETER
6" = 1'-0"
5 CEILING - TYP CEMENT PLASTER OVER MTL FRAMING

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 65
1/2" MIN 1/2"
MAX
6"
#10 SMS @ EA 20 GA
MIN WAL STUD (24" OC
MAX)
HANGER
WIRES

FURRING

CHANNEL
#10 SMS @ EA MAIN
RUNNER
1"X2"X24 GA CONT

ANGLE, TYP
#10 SMS @ EA
20GA MIN WALL
STUD (24" OC MAX)

ATTACHED JOINT
1/2" MIN
TYPE

SEE PARTITION
MAX
6"

SADDLES TIES

NO CONNECTION BETWEEN

ANGLE AND FURRING

CHANNEL AT FREE SIDE

FREE JOINT
TYPE

SEE PARTITION
MIN
1" CLR
3" MAX
NOTE: FOR CONNECTION TO

WALL, SEE ATTACHED JOINT
1/2" MIN1/2"

MAIN RUNNER

FURRING

CHANNEL
#10 SMS @ EA

FURRING CHANNEL
1"X2"X24 GA CONT

ANGLE, TYP
#10 SMS @ EA
20GA MIN WALL
STUD (24" OC MAX)

ATTACHED JOINT
TYPE
SEE PARTITION 1/2" MIN
6" MAX
1" MIN

MAIN RUNNER

FURRING

CHANNEL
#10 SMS @ EA

FURRING CHANNEL
1"X2"X24 GA CONT

ANGLE, TYP
#10 SMS @ EA
20GA MIN WALL
STUD (24" OC MAX)

ATTACHED JOINT
TYPE

SEE PARTITION
6" MAX
1" MIN
1" CLR MIN
NOTE:

1. WHEN GYPSUM BOARD IS TO BE APPLIED TO BOTH CEILING AND

WALLS, GYPSUM BOARD SHALL BE APPLIED FIRST TO THE CEILING AND THEN TO WALLS IN ACCORDANCE WITH ASTM C840

2. PROVIDE BACKING TYPE A AT WALL FOR CONT ANGLE, TYP.

MAX
3"

FURRING CHANNEL
MAIN RUNNER 4 TURNS IN 1 1/2" @ EA

END OF BRACE WIRE, TYP

BRACE WIRE BEYOND
(2) #10 SMS

GYP BOARD

FURRING CHANNEL

BRACE WIRE
4 TIGHT TURNS
IN 1 1/2" FOR

BRACE WIRE
TYP.

MAIN RUNNER

METAL STUD STRUT

PER SCHEDULE

STRUCTURE

SECTION A
A
"L" SEE SCHEDULE

L STRUT

FOR CONNECTION

TO STRUCTURE,
SEE A911
250T125-33
400S137-33

HANGER WIRE

STRUT SCHEDULE
L ≤ 5'-0"
5'-0"< L ≤ 8'-0"
#8 SMS TO

PREVENT SLIPPAGE

OF BRACE WIRES

PARALLEL TO MAIN
RUNNER
3" MAX 2" MAX

GYP BOARD

STRUT SIZE AND

LENGTH PER

FURRING CHANNEL
087F125-18@24" OC
W/ TYP. WIRE

ATTACHMENT TO

MAIN RUNNER, SEE
3/- FOR SPACING

INFORMATION

SADDLE-TIED

FURRING CHANNEL

TO MAIN RUNNER
WITH (2) STRANDS OF
18GA WIRE OR (1)
STRAND OF 16GA

WIRE, SEE
12 GA. BRACING WIRE
WITH MINIMUM 4 TIGHT
TURNS IN 1-1/2" AT

BOTH ENDS OF WIRE,
TYP. (4) TOTAL AT EA

STRUT, SEE
12 GA. VERT. HANGER
WIRES 4'-0" O.C.EACH

WAY AT MAIN RUNNER
WITH MINIMUM (3)
TIGHT TURNS IN 3" AT

BOTH ENDS OF WIRE,
SEE

MAIN RUNNER
150U050-54@
4'-0" OC, SEE 3/-

FOR SPACING

INFORMATION
NOTE: SEE SUSPENDED CEILING GENERAL NOTES, SEE 3/- FOR LAYOUT INFORMATION 5/8" GYPSUM

PERPENDICULAR

TO FURRING

ATTACH GYP BD TO

FURRING WITH ASTM
C1002 TYPE S

SCREWS WITH

CORROSION

RESISTANT
TREATMENT @12" OC
MAX

SADDLE TIE HAS DOUBLE

LOOP AT SUPPORT
#12 GAGE HANGER WIRES
(3) TIGHT TURNS WITHIN 3",
AT BRACE WIRE PROVIDE (4)
TIGHT TURNS WITHIN 1 1/2".

WHEN MULTILE SADDLE

TIES ARE REQUIRED THEY

SHALL ALTERNATE BACK

AND FORTH TO PREVENT

TWISTING

MAIN RUNNER

SADDLE TIE REQUIRED FOR

ALL WIDTHS GREATER THAN
1/4"
NOTE:

HANGER WIRE
CONDITION SHOWN.

BRACE WIRE CONDITION

SIMILAR

SADDLE TIE AT MAIN

RUNNER TO

HANGER WIRE

SADDLE TIE AT FURRING

CHANNEL TO MAIN

RUNNER - FOR

SUSPENDED GYP BD

CEILING ONLY
#16 GAGE WIRE OR
DOUBLE STRAND OF #18

GAGE WIRE

FURRING

CHANNEL

SEE TYPICAL

CEILING PERIMETER
(FREE JOINT):

CROSS
FURRING: 24"
O.C. MAX, TYP.

MAIN RUNNERS
@ 48" O.C. (TYP.)
HANGER WIRES @
48" O.C. EACH WAY
MAX. (TYP.) &
WITHIN 8" OF ANY

WALL SUPPORT
8'-0"
MAX
4 DIAGONAL BRACING

WIRES AND

COMPRESSION STRUT
12'-0" MAX

FOR LAYER
GYP. BD. OR

PLASTER
90° (TYP)

SEE AXONS OF GRID

BRACING, SEE

TYPICAL ROOM CEILING PLAN
4'-0"
MAX
6'-0"
MAX
@ MAIN RUNNER
1" MIN, 6" MAX, TYP 6'-0" MAX
4'-0"
MAX

ATTACHED
JOINT

FREE JOINT

SEE TYPICAL

CEILING PERIMETER
(ATTACHED JOINT):
12" MIN

OVERLAP
(2) #8 SMS AT EA

END OF OVERLAP,
(4) TOTAL

INTERLOCK

FLANGES

MAIN RUNNER SPLICE

FURRING CHANNEL SPLICE
1-1/2" COLD ROLLED MAIN
RUNNER @ 4' OC MAX
12"
OV
MIN
ERLAP
(2) #8 SMS AT EA

END OF OVERLAP,
(4) TOTAL
7/8" FURRING CHANNEL
@ 16" OC MAX
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

CEILING -

SUSPENDED GYP
BOARD
A912
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
3" = 1'-0"
7 CEILING PERIMETER - SUSPENDED GYP BD CEILING
3" = 1'-0"
9 SUSPENDED GYP BD CEILING - STRUT & BRACE WIRE

ASSEMBLY
1" = 1'-0"
2 TYP SUSPENDED GYP BD FRAMING
3" = 1'-0"
5 TYP SADDLE TIE DETIL - SUSPENDED GYP BD
3" = 1'-0"
1 SUSPENDED GYP BD CEILING - BRACE ASSEMBLY
1 1/2" = 1'-0"
6 TYP FURRING CHANNEL - SPLICE DETAILS - SUSPENDED GYP
BD

REVISION

NUMBER DATE DESCRIPTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 66
LEVEL 1
+0' - 0"
LEVEL 1
+0' - 0"
2 LEVEL 1
+0' - 0"
3/8" 4X16 TILE THINSET

OVER MEMBRANE

USING LATEX

PORTLAND CEMENT
MORTAR

RESINOUS FLOORING

AND COVE BASE WITH
3/8" RADIUS

CONC CURB

BOND COAT

LIQUID-APPLIED

WATERPROOFING/

CRACK ISOLATION

MEMBRANE
CONC. SLAB

METAL COVE STRIP

WATER-RESISTANT
GYP. BD.

PARTITION,

AS SCHEDULED
2% MAX. SLOPE
TO DRAIN, W.O.
4"

EPOXY GROUT
3/8" 4X16 TILE THINSET

OVER MEMBRANE

USING LATEX

PORTLAND CEMENT
MORTAR

RESINOUS FLOORING

AND COVE BASE WITH
3/8" RADIUS

CONC CURB

BOND COAT

LIQUID-APPLIED

WATERPROOFING/

CRACK ISOLATION

MEMBRANE
CONC. SLAB

METAL COVE STRIP
2% MAX. SLOPE
TO DRAIN, W.O.
4"

EPOXY GROUT
SEALED CONC.

FLOOR - SEE FINISH

SCHEDULE
DOOR

AS SCHEDULED
1 3/4"
T.O. CONC. SLAB

TRANSITION STRIP,

CENTER UNDER

DOOR - SIZE PER

SPECIFICATIONS

CARPET - SEE FINISH

SCHEDULE

DOOR FRAME
BEYOND
T.O. CONC. SLAB
1 3/4"
DOOR

AS SCHEDULED

DOOR FRAME
BEYOND

RESINOUS EPOXY

FLOORING - SEE

FINISH SCHEDULE
SEALED CONC.

FLOOR - SEE FINISH

SCHEDULE

L SHAPED DIVIDER

STRIP, CENTER

UNDER DOOR - SIZE

PER SPECIFICATIONS
1/4" MAX.

LEVEL
0'-0"
T.O. FLOOR DRAIN
SEE 0'-0"

ADJUSTABLE

STRAINER EXTENSION,
WHERE REQ'D.

CONC. SLAB, SSD
HIGHEST PT. OF

FINISH FLOOR
CONC. SLAB, SLOPE

TO DRAIN, WHERE
OCCURS

RESINOUS EPOXY

FLOOR FINISH OR

PORCELAIN TILE, AS

SCHEDULED

FLOOR DRAIN WITH
1/2" MAX. GRATE

OPENING, SPD
SLOPE
SLOPE
NOTE: 2% MAX. SLOPE TO DRAIN

AT PUBLIC AREAS
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

INTERIOR DETAILS
- BASE AND FLOOR
A920
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611

REVISION

NUMBER DATE DESCRIPTION
1 1/2" = 1'-0"
2 PLACEHOLDER - BASE OF CMU - POOL MECH PIT
1 1/2" = 1'-0"
3 PLACEHOLDER - BASE OF CMU - STUD W/ TILE
1 1/2" = 1'-0"
4 PLACEHOLDER - BASE OF CMU WALL - TILE
6" = 1'-0"
5 EPOXY BASE AT TILE
6" = 1'-0"
6 EPOXY BASE AT TILE - CMU
6" = 1'-0"
7 THRESHOLD @ CARPET TO SEALED CONCRETE
6" = 1'-0"
8 THRESHOLD - RESINOUS FLOORING TO SEALED CONCRETE
6" = 1'-0"
9 FLOOR DRAIN
Attachmment A Agenda Report Page 67

PARTITION, AS

SCHEDULED, WIDTH

AND FINISHES
VARIES

HOLLOW METAL
FRAME
MTL. FRAMING,
SEE SHEET A901
2"
1"

DOOR AS SCHEDULED
1/2"
8” X 8” 16” CMU WALL
8” X 8” 16” BOND BEAM
CMU
CONT. BACKER ROD &
SEALANT, TYP.

HM. DOOR, PTD.

HM. DOOR
FRAME, PTD. 3/8" TYP.
6" TYP.

DIM. PT.

F.O. CMU
HEAD

HORIZONTAL
SILL

VERTICAL
JAMB
3/8" 1 3/4"
4 1/2"
1 3/4"
4 1/2"
4 1/2"
1 3/4" 3/8"
1 3/4"
4 1/2" 4 1/2"
3/8" 1 3/4"
GLAZED ALUM.

STOREFRONT SYSTEM

SEALANT &
BACKER ROD, TYP.

PARTITION,

AS SCHEDULED
3/8"
FIN. FLR.
+0'-0"

SEALANT &

BACKER ROD,
TYP.

GLAZED ALUM.

STOREFRONT
SYSTEM

FLOOR FINISH PER

SCHEDULE
ALUM. TRANSOM
HEAD

SEALANT &
BACKER ROD, TYP.

PARTITION,

AS SCHEDULED
3/8"
8” X 8” 16” CMU
CONT. SEALANT &
BACKER ROD, TYP.

HM. DOOR. SEE PLAN

FOR DOOR SWING
HM. DOOR FRAME
MASONRY ANCHOR, TYP.

WALL TILE FINISH,

WHERE OCCURS
5/8" GYP. BOARD O/ 7/8"

FURRING HAT CHANNEL

PT WOOD BLOCKING
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
100% DESIGN DEVELOPMENT

INTERIOR DETAILS
- DOOR
A921
APRIL 30, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL
777 MAGNOLIA AVENUE
PIEDMONT, CA 94611
6" = 1'-0"
1 HOLLOW METAL FRAME HEAD/JAMB AT GYP BD
3" = 1'-0"
2 HOLLOW METAL FRAME @ CMU WALL INTERIOR

REVISION

NUMBER DATE DESCRIPTION
3" = 1'-0"
3 TYPICAL INTERIOR STOREFRONT MULLIONS - 1 3/4" X 4 1/2" 6" = 1'-0"
4 TYP. INT. STOREFRONT HEAD/JAMB
6" = 1'-0"
5 TYP. INT. STOREFRONT SILL
6" = 1'-0"
6 TYP. INTERIOR ALUM. STOREFRONT HEAD
3" = 1'-0"
7 HOLLOW METAL DOOR JAMB @ CMU WALL
Attachmment A Agenda Report Page 68

THE DESIGN IS IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE AND PROVIDES FOR THE FOLLOWING LOADS:LIVE LOADSROOFS 20 PSFFLOORS
COMPUTER AREAS 100PSFCORRIDORS, STAIRS 100PSFHIGH-DENSITY SHELVING AREAS 300PSFLIBRARY STACK ROOMS 125PSFLOADING DOCKS 100PSFMECHANICAL 100PSF [CONFIRM FOR EVERY PROJECT]OFFICE 80 PSF [CONFIRM FOR EVERY PROJECT]PLAZA 100PSFRESIDENTIAL 40 PSFRESIDENTIAL BALCONIES 60 PSFSUSPENDED SIDEWALK 250PSF

SNOW LOADS
GROUND SNOW LOAD (Pg) _ __ PSF

WIND LOADS
BASIC WIND SPEED = __mphEXPOSURE CATEGORY = __qh = __ psfh = __ ftGCpi = ± ___

SEISMIC LOADS
V (NORTH-SOUTH) = __WV (EAST-WEST) = __ WCs (NORTH-SOUTH) = __g
Cs (EAST-WEST) =
__g
SEISMIC DESIGN CATEGORY =RISK CATEGORY = __ I = __Ip = __ (USE Ip = 1.5 FOR COMPONENTS REQUIRED

FOR LIFE SAFETY OR CONTAINING HAZARDOUS

MATERIALS)
Ss = __g
S1 = __g
SITE CLASS =
C
Sds = __g
Sd1 = __g

SEISMIC FORCE RESISTING SYSTEMS
NORTH -SOUTH DIRECTION:STEEL ORDINARY MOMENT-RESISTING FRAME (OMRF) R =___ Ωo = Cd =___EAST-WEST DIRECTION:STEEL ORDINARY MOMENT-RESISTING FRAME (OMRF) R = ___ Ωo = Cd =___

THE SEISMIC FORCE RESISTING SYSTEMS CONSIST OF THE STEEL MOMENT FRAME BEAMS

AND COLUMNS, COLLECTORS, METAL DECK ROOFS AND FLOORS AND OTHER DRAWING SHEETS AND DETAILS NOTED AS SFRS. COLLECTORS ARE THOSE BEAMS NOTED ON THE PLANS TO HAVE COLLECTOR CONNECTIONS AT ONE OR BOTH ENDS.BUILDING DRIFT MAXIMUM INELASTIC SEISMIC STORY DRIFT = ______________ x STORY HEIGHT.

1. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. MORE STRINGENT

REQUIREMENT CONTROLS WHERE INFORMATION SHOWN ON DRAWINGS AND IN SPECIFICATIONS ARE IN CONFLICT.

2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE [(1) CALIFORNIA BUILDING CODE, 2016 EDITION [WITH DSA/OSHPD AMENDMENTS]; (2) CITY OF _______________ BUILDING CODE].

3. DETAILS OF THE CONSTRUCTION NOT FULLY SHOWN OR NOTED ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS SHALL BE OF THE SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN AND NOTED.

4. THE WORD "TYPICAL" SHALL MEAN THAT THE INDICATED INFORMATION SHALL BE APPLIED

TO ALL SIMILAR CONDITIONS WHETHER OR NOT THE INFORMATION IS SPECIFICALLY REFERENCED, UNLESS NOTED OTHERWISE ON THE DRAWINGS

5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE. THE CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH

ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS BEFORE COMMENCING WITH THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES REQUIRING CLARIFICATION OR REVISION. DO NOT SCALE DRAWINGS.

6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY AND PRESERVATION OF THE BUILDING AND CONTENTS DURING CONSTRUCTION, AND SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK. THE CONTRACTOR SHALL EXECUTE WORK TO ENSURE SAFETY OF PERSONS AND PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS IN CONNECTION WITH THIS WORK. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND ERECTION OF FALSEWORK, TEMPORARY BRACING, TEMPORARY SHORING ETC. ALL DESIGN SHALL BE BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND HIRED AND PAID BY THE CONTRACTOR.

1. REFER TO GENERAL NOTES AND SPECIFICATIONS FOR COMPLETE REQUIREMENTS.2. REFER TO SXXX AND SXXX FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOL LEGEND.

3. REFER TO TYPICAL DETAIL SHEETS FOR DETAILS NOT SPECIFICALLY REFERENCED. a. CONCRETE: S50
X - S50
X
b. STEEL: S70
X-S70
X
c. METAL DECK: S70
X - S70
X
d. CMU: SXXX - SXXX
e. WOOD: SXXX-SXXX

4. FOR STEEL COLUMN AND BASE PLATE SCHEDULE, SEE SXXX. 5. FOR CONCRETE COLUMN SCHEDULE, SEE SXXX. 6. FOR CONCRETE BEAM AND SLAB SCHEDULE AND LEGEND, SEE SXXX. 7. FOR CONCRETE SHEARWALL SCHEDULE AND LEGEND SEE SXXX. 8. FOR WOOD SHEARWALL SCHEDULE AND LEGEND SEE SXXX. 9. REFER TO NOTES TITLED “DOCUMENT COORDINATION” FOR REFERENCE TO INFORMATION FOUND ON OTHER DRAWINGS.

10. BEAMS, COLUMNS, BRACES, & WALLS ARE CENTERED ON GRID LINES, U.O.N. INFILL BEAMS ARE EQUALLY SPACED BETWEEN GRIDS OR SPECIFICALLY LOCATED MEMBERS, U.O.N

11. ALL CLADDING SYSTEMS AND INTERIOR PARTITIONS SHALL HAVE THE ABILITY TO COMPENSATE FOR VERTICAL DEFLECTIONS OF X/X" MIN., U.O.N.

12. BEAM PENETRATIONS NOT SHOWN IN THE STRUCTURAL DRAWINGS ARE NOT PERMITTED WITHOUT APPROVAL OF THE ENGINEER.

13. STEEL-FRAMED FLOOR NOTES:
a. THE DIMENSION BETWEEN EDGE OF SLAB OPENING AND CENTERLINE OF CLOSEST STEEL FRAMING BEAM SHALL BE 8” FOR BEAMS NOT OTHERWISE SPECIFICALLYLOCATED [ARCHITECT TO VERIFY THIS DIMENSION]. b. ALL STEEL BEAMS SUPPORTING CONCRETE FILL OVER METAL DECK SHALL HAVE WELDED STUDS. MINIMUM SIZE AND SPACING SHALL BE ¾” DIA. @ 12” O.C., U.O.N. TOP OF WELDED STUDS SHALL BE ¾” BELOW TOP OF CONCRETE, TYPICAL.

1. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB EDGE DIMENSIONS.2. ONLY LARGE FLOOR AND WALL OPENINGS ARE SHOWN ON STRUCTURAL DRAWINGS. REFER TO

ARCHITECTURAL AND OTHER DRAWINGS FOR COMPLETE SCOPE OF OPENINGS AND FOR LOCATIONS AND DIMENSIONS OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR FRAMING AND/OR REINFORCEMENT REQUIREMENTS AROUND OPENINGS.

3. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND LOCATION AND SIZE OF SLOPES, STEPS, DEPRESSIONS, BLOCKOUTS, RECESSES, CURBS, PADS, ETC.

4. REFER TO ARCHITECTURAL AND OTHER DRAWINGS FOR SIZES AND LOCATIONS OF EQUIPMENT SUPPORT PADS AND CURBS AND FOR EQUIPMENT ANCHORAGE/BRACING.

5. REFER TO ARCHITECTURAL AND OTHER DRAWINGS FOR SIZES, LOCATIONS, AND ELEVATIONS OF ITEMS CAST IN PLACE OR EMBEDDED IN CONCRETE AND COORDINATE WITH STRUCTURAL ELEMENTS. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO:a. ANCHOR BOLTS, INSERTS, AND HANGERS FOR ATTACHMENT OF NON-STRUCTURAL BUILDING COMPONENTS.
b. SLEEVES, DRAINS, BOXES, AND CONDUITS.

6. ITEMS WHICH ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS WHICH ATTACH TO, EMBED, PENETRATE, OR OTHERWISE AFFECT THE BUILDING STRUCTURE ARE SUBJECT TO THE LIMITATIONS OUTLINED IN THE DRAWINGS AND INCLUDE THE FOLLOWING ITEMS:a. PLUMBING UNDER OR ADJACENT TO FOUNDATIONS: S5XXb. PENETRATIONS THROUGH FOOTINGS AND GRADE BEAMS: S5XXc. CONDUITS EMBEDDED IN STRUCTURAL CONCRETE: S5XXd. PENETRATIONS IN CONCRETE BEAMS: S5XXe. OPENINGS & PENETRATIONS IN CONCRETE WALLS AND SLABS: S5XX f. PENETRATIONS IN WEBS OF STEEL BEAMS: S7XXg. OPENINGS & PENETRATIONS IN CONCRETE FILL OVER STEEL DECK: S7XXh. CONDUITS EMBEDDED IN CONCRETE FILL OVER STEEL DECK: S7XXi. SUSPENDED LOADS FROM STEEL DECK: S7XX

7. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND EXTENT OF CMU PARTITION WALLS. SEE TYPICAL CMU DETAILS FOR CONSTRUCTION AND BRACING.

8. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND DETAILS OF NON-BEARING INTERIOR AND EXTERIOR WALL CONSTRUCTION.

9. REFER TO ARCHITECTURAL AND OTHER DRAWINGS FOR SUPPLEMENTARY STRUCTURAL SUPPORTS AND EMBEDDED ATTACHMENTS FOR NON-STRUCTURAL SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS, INCLUDING:a. CLADDINGb. PARAPETSc. CEILINGSd. CANOPIES & TRELLISESe. SUNSHADES & SUN CONTROL DEVICESf. ROOF SCREENSg. STAIRSh. RAILINGSi. ELEVATORS AND MACHINE ROOMS j. LIGHT-GAGE METAL FRAMING
k. WINDOW WASHINGl. SUPPORT FRAMING AT ROLL-DOWN DOORSm. CANTILEVER FRAMING FOR PARTIAL-HEIGHT WALLSn. MISCELLANEOUS ARCHITECTURAL APPENDAGESo. SIGNS, FLAG POLES, AND BANNERS

10. REFER TO ARCHITECTURAL DRAWINGS FOR:
a. REQUIRED WATERPROOFING AND DRAINAGE SCOPE AND DETAILS. REFERENCE TO WATERPROOFING AND DRAINAGE IN THE STRUCTURAL DRAWINGS IS ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. b. REQUIRED EXTENT OF FIREPROOFING AND FIREPROOFING DETAILS FOR STRUCTURAL ELEMENTS.
c. SCOPE OF CONCRETE SURFACES TO BE TREATED AS "ARCHITECTURAL CONCRETE".d. SCOPE OF STRUCTURAL STEEL TO BE TREATED AS "ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS)".
e. DETAILED SCOPE OF FINISHES FOR STRUCTURAL STEEL INCLUDING GALVANIZING, PAINTING, AND OTHER COATINGS.

THE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE CALIFORNIA BUILDINGCODE [AND THE CITY OF ___________________ BUILDING CODE] APPLY TO THE FOLLOWING:
• STEEL CONSTRUCTION• CONCRETE CONSTRUCTION• ANCHORS AND DOWELS IN CEMENTITIOUS GROUT• ANCHORS AND DOWELS IN RESIN• EXPANSION ANCHORS• UNDERCUT ANCHORS• MASONRY CONSTRUCTION• WOOD CONSTRUCTION• SOILS• PILE FOUNDATIONS• PIER FOUNDATIONSTHE SUPPLEMENTAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC RESISTANCEOF CBC SECTION 1705.12 [1705A.12] APPLY TO THE FOLLOWING ELEMENTS OF THE SEISMIC LOAD RESISTING SYSTEM AND ARCHITECTURAL COMPONENTS:• STRUCTURAL STEEL• STRUCTURAL WOOD• COLD-FORMED STEEL FRAMING• PIER FOUNDATIONS• ARCHITECTURAL COMPONENTS:

EXTERIOR NON-BEARING COLD-FORMED STEEL WALLS
THE SUPPLEMENTAL STRUCTURAL TESTING REQUIREMENTS FOR SEISMIC RESISTANCEOF CBC SECTION 1705.13 [1705A.13] APPLY TO THE FOLLOWING ELEMENTS OF THE SEISMIC LOAD RESISTING SYSTEM: • STRUCTURAL STEEL• SEISMICALLY ISOLATED STRUCTURES

1. STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 1704

2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 3 DAYS PRIOR TO COMPLETION OF

ANY OF THE FOLLOWING CONSTRUCTION MILESTONES TO ALLOW TIMELY STRUCTURAL OBSERVATION TO OCCUR. THE SPECIFIC MILESTONES AND FREQUENCY OF STRUCTURAL OBSERVATION IS AT THE DISCRETION OF THE ENGINEER:a. FOUNDATION REINFORCEMENT AND EMBEDDED ANCHOR BOLTS.b. STRUCTURAL STEEL ERECTION.c. METAL DECK WELDING.d. MAJOR COLUMN/BEAM/SLAB CONCRETE REINFORCEMENT.e. SHEARWALL CONCRETE REINFORCEMENT.f. ROUGH FRAMING.g. SHEARWALLS, HOLD-DOWNS, AND STRAPS.h. CMU BLOCK AND REINFORCEMENT.

3. AT THE CONCLUSION OF THE STRUCTURAL WORK, THE OBSERVER WILL SUBMIT A WRITTEN

STATEMENT TO THE BUILDING OFFICIAL THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY

ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.

1. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS.2. THE CONTRACTOR SHALL SUBMIT A SUBMITTAL SCHEDULE FOR REVIEW FOUR WEEKS BEFORE THE FIRST SUBMITTAL IS ISSUED.

3. THE CONTRACTOR SHALL REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO THE ARCHITECT AND STRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMPEACH SUBMITTAL VERIFYING THAT THE FOLLOWING IS ADDRESSED:a. THE SUBMITTAL IS REQUESTED BY THE CONTRACT DOCUMENTSb. THE SUBMITTAL IS BASED ON THE MOST CURRENT EDITION OF THE CONTRACT DOCUMENTS INCLUDING ALL ADDENDA, SUPPLEMENTS,BULLETINS, RFI'S, ETC. c. THE ARCHITECT'S AND STRUCTURAL ENGINEER'S COMMENTS FROM ANY PREVIOUS SUBMITTALS ARE ADDRESSED.
d. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES.e. REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS.
f. SUBMITTAL IS COMPLETE.g. SUBMITTAL DOES NOT INCLUDE A SUBSTITUTION REQUEST.h. SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION NUMBER.

4. THE STRUCTURAL ENGINEER WILL RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVEREQUIREMENTS. THE STRUCTURAL ENGINEER'S REVIEW OF SUBMITTALS SHALL BEFOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. NO WORK SHALL BESTARTED WITHOUT SUCH REVIEW.

5. THE STRUCTURAL ENGINEER WILL ONLY STAMP SUBMITTALS FOR ITEMS WITHIN THE SCOPE OF WORK THAT APPEARS IN THE STRUCTURAL DRAWINGS ANDSPECIFICATIONS. THE STRUCTURAL ENGINEER MAY REVIEW AND PROVIDECOMMENTS ON SUBMITTALS FOR ITEMS THAT APPEAR ON OTHER DRAWINGS OR ARE DELEGATED DESIGN ELEMENTS, BUT WILL NOT STAMP THESE SUBMITTALS.a. CONCRETE MIX DESIGNS AND WELDING PROCEDURE SPECIFICATIONS WILL BE REVIEWED BY THE STRUCTURAL ENGINEER, BUT NOT STAMPED, SINCE THE INFORMATION IN THESE SUBMITTALS IS NOT THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER.

1. DELEGATED DESIGN ELEMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

DELEGATED DESIGN ELEMENTS ASSUMED TO BE DESIGNED BY THE CONTRACTOR INCLUDE:a. TEMPORARY SHORING AND BRACINGb. SITE SHORINGc. CONCRETE FORMWORK AND FALSEWORKd. OTHER DESIGN REQUIRED FOR TEMPORARY MEANS AND METHODS OF THE

CONTRACTOR
e. STEEL STAIRS INCLUDING RAILINGSf. PRECAST STAIRSg. RAILINGSh. ANCHORAGE AND BRACING OF ALL MEP EQUIPMENT AND DISTRIBUTION

LINES (EXCEPT FOR ITEMS SPECIFICALLY DETAILED ON THE CONTRACTDOCUMENTS) i. INTERIOR LIGHT GAUGE FRAMED PARTITIONS
j. EXTERIOR LIGHT GAUGE FRAMED CLADDING
k. VENDOR-SUPPLIED CLADDING (EXCEPT FOR SPECIFICALLY DETAILED

BACK-UP & SUPPORT STEEL)
l. CANOPIES (EXCEPT FOR SPECIFICALLY DETAILED CANOPY FRAMING)m. SUNSHADES (EXCEPT FOR SPECIFICALLY DETAILED BACK-UP & SUPPORT STEEL)n. ROOF SCREENS (EXCEPT FOR SPECIFICALLY DETAILED ROOF SCREEN FRAMING)o. SKYLIGHTS (EXCEPT FOR SPECIFICALLY DETAILED SUPPORT STEEL)p. ELEVATORS (EXCEPT FOR GUIDERAIL SUPPORT TUBES)q. ESCALATORS (EXCEPT FOR SPECIFICALLY DETAILED SUPPORT STEEL)r. WINDOW-WASHING DAVITS (EXCEPT FOR SPECIFICALLY DETAILED

SUPPORT STEEL)
s. FALL ARREST SYSTEMS (EXCEPT FOR SPECIFICALLY DETAILED SUPPORT STEEL)
t. SEISMIC JOINT COVERSu. CONCRETE MIX DESIGNS

2. DESIGN OF ALL DELEGATED DESIGN ELEMENTS SHALL BE BY A REGISTERED CALIFORNIA STRUCTURAL OR CIVIL ENGINEER.

3. DELEGATED DESIGN ELEMENT SHOP DRAWING AND CALCULATION SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR'S DESIGN ENGINEER.

4. DELEGATED DESIGN ELEMENT CALCULATIONS SHALL HAVE A SUMMARY PAGE STATING THE DESIGN ASSUMPTIONS INCLUDING CODES AND DESIGN LOADS.

5. DELEGATED DESIGN ELEMENT SHOP DRAWINGS SHALL SHOW THE MAGNITUDES, DIRECTIONS, LOCATIONS, AND CONNECTION CONDITIONS OF ALL LOADS IMPOSED ON THE BUILDING STRUCTURE BY THE ELEMENT INCLUDING, BUT NOT LIMITED TO:
a. STAIRSb. RAILINGSc. MEP EQUIPMENTd. CLADDINGe. CANOPIES & TRELLISESf. SUNSHADES & SUN CONTROL DEVICESg. ROOF SCREENSh. SKYLIGHTSi. ELEVATORS j. ESCALATORS
k. WINDOW-WASHING DAVITSl. FALL ARREST SYSTEMS

6. ALL DELEGATED DESIGN ELEMENTS MUST BE SUBMITTED TO THE OWNER AND THE ARCHITECT FOR REVIEW.

7. AFTER OWNER & ARCHITECT REVIEW IS COMPLETE, ALL DELEGATED DESIGN

ELEMENTS MUST BE SUBMITTED TO THE PLAN CHECK AUTHORITY FOR REVIEW AND APPROVAL.

1. THESE NOTES APPLY TO ARCHITECTURAL CURTAIN WALL AND CLADDING, DENOTED HEREIN AS "EXTERIOR WALL".

2. ALL PRIMARY STRUCTURAL STEEL FRAMING SHALL BE CONSIDERED AS HAVING

NO (ZERO) TORSIONAL CAPACITY AND NO (ZERO) CAPACITY FOR LATERAL LOADS APPLIED TRANSVERSELY TO UNBRACED FLANGES OF BEAMS. ANY BEAM FLANGE THAT IS NOT SECURED TO THE FLOOR SLAB BY WELDED STUDS SHALL BECONSIDERED UNBRACED. WHERE CONNECTIONS IMPOSE TORSIONAL LOADS ORLOADS TO UNBRACED FLANGES OF BEAMS, COMPLETE SECONDARY STEELBRACING OF THE SUPPORTING STRUCTURE SHALL BE DESIGNED AND PROVIDEDBY THE TRADE CONTRACTOR.

3. REFER TO PARAGRAPH ABOVE FOR LIMITATIONS ON LOADS AND STRESSES IMPOSED ON THE PRIMARY STRUCTURE AND PROVIDE ALL SECONDARY FRAMINGINCLUDING BUT NOT LIMITED TO KICKERS, GIRTS OR POSTS, AND BRACINGREQUIRED BY THESE SPECIFICATIONS. LATERAL AND /OR TORSIONAL LOADS MAYBE IMPOSED ON BUILDING FLOOR AND ROOF PERIMETER SPANDREL BEAMSWITHOUT SECONDARY BRACING AT THE FOLLOWING LOCATIONS:a. WITHIN SIX INCHES OF EITHER SIDE OF THE CENTERLINE OF BEAMS SUPPORTED BY THE SPANDREL GIRDER, ONLY WHERE SAID BEAMS AREINDICATED ON THE FRAMING PLANS WITH THE FOLLOWING SYMBOL ATTHE BEAM END FRAMING INTO THE PERIMETER SPANDREL:
b. WITHIN 30 INCHES OF EITHER SIDE OF COLUMN CENTERLINE (THIS IS NOT ALLOWED IN PLASTIC HINGE REGIONS OF STEEL MOMENT RESISTING FRAMES).

4. WHERE LATERAL LOADS ARE APPLIED BY EXTERIOR WALL TO BEAM BOTTOM FLANGES AT ANY LOCATION OTHER THAN THOSE IDENTIFIED ABOVE, EXTERIORWALL TRADE CONTRACTOR SHALL PROVIDE SECONDARY BRACING OF THE BEAMBOTTOM FLANGE IN ACCORDANCE WITH THE SPECIFICATIONS.

5. PRIMARY STRUCTURAL BEAMS AND COLUMNS ARE DETAILED AND ERECTED USING

TOLERANCES IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS

AND EXTERIOR CLADDING SHALL BE DETAILED TO PERMIT INSTALLATION WITHIN THESE TOLERANCES.

1. THESE NOTES APPLY TO ALL STAIRS NOT DETAILED IN THE STRUCTURAL DRAWINGS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. STAIR DESIGN DOCUMENTS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN CALIFORNIA. THIS PACKAGE SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW.

3. ALL PRIMARY STRUCTURAL STEEL FRAMING SHALL BE CONSIDERED AS HAVING NO (ZERO) TORSIONAL CAPACITY AND NO (ZERO) CAPACITY FOR LATERAL LOADS APPLIED TRANSVERSELY TO UNBRACED FLANGES OF BEAMS. ANY BEAM FLANGE THAT IS NOT SECURED TO THE FLOOR SLAB BY WELDED STUDS SHALL BE CONSIDERED UNBRACED. WHERE CONNECTIONS IMPOSE TORSIONAL LOADS OR LOADS TO UNBRACED FLANGES OF BEAMS, COMPLETE SECONDARY STEEL BRACING OF THE SUPPORTING STRUCTURE SHALL BE DESIGNED AND PROVIDED BY THE TRADE CONTRACTOR.

4. REFER TO PARAGRAPH ABOVE FOR LIMITATIONS ON LOADS AND STRESSES IMPOSED ON THE PRIMARY STRUCTURE AND PROVIDE ALL SECONDARY FRAMING INCLUDING BUT NOT LIMITED TO KICKERS, GIRTS OR POSTS, AND BRACING REQUIRED BY THESE SPECIFICATIONS. LATERAL AND /OR TORSIONAL LOADS MAY BE IMPOSED ON BUILDING FLOOR AND ROOF BEAMS WITHOUT SECONDARY BRACING AT THE FOLLOWING LOCATIONS:a. WITHIN SIX INCHES OF EITHER SIDE OF THE CENTERLINE OF BEAMS SUPPORTED BY THE SPANDREL GIRDER, ONLY WHERE SAID BEAMS AREINDICATED ON THE FRAMING PLANS WITH THE FOLLOWING SYMBOL AT THEBEAM END FRAMING INTO THE PERIMETER SPANDREL:
b. ON STRUCTURAL BEAM, WITHIN 30 INCHES OF EITHER SIDE OF COLUMN CENTERLINE .

5. WHERE LATERAL LOADS ARE APPLIED BY STAIRS TO BEAM BOTTOM FLANGES AT ANY LOCATION OTHER THAN THOSE IDENTIFIED ABOVE, STAIR TRADE CONTRACTOR SHALL PROVIDE SECONDARY BRACING OF THE BEAM BOTTOM FLANGE IN ACCORDANCE WITH THE SPECIFICATIONS.

6. PRIMARY STRUCTURAL BEAMS AND COLUMNS ARE DETAILED AND ERECTED USING TOLERANCES IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS AND STAIRS SHALL BE DETAILED TO PERMIT INSTALLATION WITHIN THESE TOLERANCES.

GENERAL

DESIGN BASIS

TYPICAL PLAN NOTESDOCUMENT COORDINATION

SPECIAL INSPECTIONSTRUCTURAL OBSERVATIONSUBMITTALS

DELEGATED DESIGN ELEMENTS

EXTERIOR CLADDING
STAIRS
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

AQUATIC DESIGN GROUP
2226 Faraday AvenueCarlsbad, CA 92008P: 760.438.8400SPECIFICATIONS:TOPFLIGHT SPECS49 Geary Street, Suite 230San Francisco, CA 94108-5748P: 415.546.6033SHEET NUMBER:PROJECT NUMBER:

DATE:

ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

GENERAL NOTES
S0.0.1
Owner

PIEDMONT

AQUATICS
21-103

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

SHEET LIST ISSUE LOG
# TITLE
04/15/22 - PROGESS SET
S0.0.1 GENERAL NOTES ✔S0.0.2 GENERAL NOTES ✔S0.0.3 GENERAL NOTES ✔S0.0.4 ABBREVIATIONS, SYMBOLS, & SHEET LIST ✔S2.0.0 LEVEL 1 AND FOUNDATION PLAN ✔S2.0.1 ROOF LEVEL FRAMING PLAN ✔S2.0.2 HIGH ROOF LEVEL FRAMING PLAN ✔S4.0.1 SECTIONS ✔S5.0.1 TYPICAL CONCRETE DETAILS ✔S5.0.2 TYPICAL CONCRETE DETAILS ✔S5.0.3 FOUNDATION SCHEDULES & DETAILS ✔S5.1.1 CONCRETE DETAILS ✔S6.0.1 TYPICAL LOAD BEARING & NON-LOAD BEARING

CONCRETE MASONRY UNIT (CMU) DETAILS
✔
S6.0.2 TYPICAL NON-LOAD BEARING CONCRETE MASONRY

UNIT (CMU) DETAILS
✔
S7.0.1 TYPICAL STEEL DETAILS ✔S7.0.2 TYPICAL STEEL DETAILS ✔S7.0.3 TYPICAL METAL DECK DETAILS ✔S7.0.4 TYPICAL METAL DECK DETAILS ✔S7.0.5 STEEL COLUMN SCHEDULE & DETAILS ✔

NOT FOR

CONSTRUCTION
777 MAGNOLIA AVENUE PIEDMONT, CA
94611 PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 69

1. ALL CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS AT 28 DAYS (AND 56 DAYS WHERE APPLICABLE):

NORMAL WEIGHT CONCRETE 28 DAYS 56DAYS
FOOTINGS, GRADE BEAMS __PSI __PSIWALLS, PILASTERS __PSI __PSICOLUMNS __PSI __PSIBEAMS, JOISTS, SUSPENDED SLABS __PSI __PSISLABS-ON-GRADE, CURBS __PSI __PSIFILL ON METAL DECK __PSI __PSIPNEUMATICALLY PLACED CONCRETE __PSI __PSILIGHTWEIGHT CONCRETEFILL ON METAL DECK __PSI

2. REFER TO SPECIFICATIONS FOR CONCRETE CLASS DESIGNATIONS.3. ALL EXPOSED CORNERS OR EDGES OF COLUMNS, PIERS, WALLS, BEAMS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE NOTED ONDRAWINGS.

4. CONSTRUCTION JOINTS SHALL BE LOCATED WHERE SHOWN AND, IF NOT SHOWN, WHERE DIRECTED BY THE ARCHITECT. THEY SHALL BE LOCATED SO

AS TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE AND TO MINIMIZE SHRINKAGE. PROVIDE DOWELS AND KEYS AS DETAILED AND DIRECTED, ANDTHOROUGHLY CLEAN AND REMOVE LAITANCE FROM SURFACES BEFOREPROCEEDING WITH THE NEXT PLACEMENT.

5. CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LAYOUT FOR REVIEW.6. FOR DRIP EDGES, REGLETS, REVEALS, AND OTHER FEATURES NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS.

1. ALL CONCRETE SHALL BE REINFORCED. REINFORCEMENT SHALL BE NEW DEFORMED STEEL BARS, ASTM A615, GRADE 60. [USE ASTM A706 FOR SPECIAL MOMENT RESISTING FRAMES, SHEAR WALLS, AND BARS TO BE WELDED.]

2. ALL CONCRETE REINFORCEMENT DETAILS SHALL CONFORM TO ACI 315, " MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES".

3. CONCRETE COVER SHALL BE TO FACE OF BAR, MECHANICAL COUPLER, OR WELDED HEADED BAR AS FOLLOWS, UNLESS OTHERWISE NOTED ON DRAWINGS: CAST-IN-PLACE CONCRETE MINIMUM CONCRETE COVER CAST AGAINST AND EXPOSED TO EARTH 3"EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 ½"#6 AND LARGER 2"

NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH
SLABS, JOISTS 1"WALLS 1 ½"COLUMNS, BEAMS 1 ½"SLABS ON GRADE MID-DEPTH

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF REINFORCEMENT LAYOUTS AND DETAILS FOR REVIEW PRIOR TO FABRICATION. SHOW ALL PROPOSED SPLICE LOCATIONS. FABRICATE FROM APPROVED DRAWINGS ONLY.

5. THE LENGTHS AND SPLICES OF REINFORCEMENT SHOWN ON DRAWINGS REPRESENT A SUGGESTED CONSTRUCTION JOINT LAYOUT. BAR SPLICES MAY BE DELETED AND CONTINUOUS REINFORCEMENT USED AT THE CONTRACTOR'S OPTION. LONG BARS OR BENT BARS SHOWN MAY BE SPLICED IF NECESSARY FOR PLACEMENT OR EASE OF CONSTRUCTION PROVIDED MINIMUM SCHEDULED LAP LENGTHS ARE FOLLOWED WITH APPROVAL FROM THE ARCHITECT. MECHANICAL COUPLERS SHALL BE USED WHERE SHOWN

ON THE DRAWINGS AND MAY BE USED IN LIEU OF LAP SPLICES WITH APPROVAL FROM THE ARCHITECT.

6. PROVIDE DOWELS OR CONTINUOUS REINFORCEMENT BETWEEN ALL CONCRETE ELEMENTS, UNLESS OTHERWISE NOTED. IN GENERAL, BAR SPLICES SHALL BE MADE AT POINTS OF MINIMUM STRESS. IN FRAMED BEAMS AND SLABS, SPLICE TOP BARS AT MID-SPAN, BOTTOM BARS OVER SUPPORTS, UNLESS OTHERWISE NOTED. IN GRADE BEAMS SUPPORTED ON SOIL, SPLICE TOP BARS AT COLUMNS, BOTTOM BARS AT MID-SPAN BETWEEN COLUMNS, UNLESS OTHERWISE NOTED ON DRAWINGS. IN GRADE BEAMS SUPPORTED ON PIERS OR PILES, SPLICE TOP BARS AT MID-SPAN BETWEEN SUPPORTS, BOTTOM BARS AT SUPPORTS, UNLESS OTHERWISE NOTED ON DRAWINGS. VERTICAL REINFORCEMENT FROM COLUMNS, PILASTERS, AND WALLS SHALL BE DOWELED TO SUPPORTING FOOTINGS WITH BARS OF SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT UNLESS OTHERWISE NOTED ON DRAWINGS.

7. ALL SPLICES OF #10 AND LARGER REINFORCEMENT SHALL BE MADE USING TYPE II MECHANICAL COUPLERS, UNLESS OTHERWISE SHOWN. LAP SPLICES FOR #10 AND LARGER BARS SHALL NOT BE PERMITTED.

8. TYPE II MECHANICAL COUPLERS SHALL CONFORM TO DIMENSIONAL REQUIREMENTS SHOWN ON THE DRAWINGS, SO AS NOT TO REQUIRE SPECIAL STIRRUPS OR HOOPS, OR VIOLATE THE REQUIRED CLEAR COVER OF CONCRETE. HRC TYPE 510 XTENDER OR EQUAL (NO KNOWN EQUAL). MECHANICAL COUPLERS SHALL BE STAGGERED A MINIMUM OF 3'-0" FROM MECHANICAL COUPLERS ON ADJACENT BARS, UNLESS OTHERWISE NOTED ON DRAWINGS.

9. CONTRACTOR SHALL ORDER ADEQUATE ADDITIONAL UNITS OF REINFORCEMENT SPLICED WITH MECHANICAL COUPLERS AND ADEQUATE ADDITIONAL UNITS OFREINFORCEMENT TERMINATED WITH WELDED HEADED BARS TO FACILITATE THEMINIMUM TESTING REQUIREMENTS TO BE PERFORMED BY THE OWNER'S TESTING AGENCY.

10. THE OWNER'S TESTING AGENCY SHALL TENSION TEST ONE TYPE II MECHANICAL COUPLER FOR EACH ONE HUNDRED DEVICES UTILIZED ON PROJECT. ROUND UPTO NEXT HIGHEST 100 FOR INTERMEDIATE NUMBER OF DEVICES, AND TEST AMINIMUM OF TWO DEVICES. OWNER'S TESTING AGENCY SHALL TENSION TESTONE WELDED HEADED BAR FOR EACH ONE HUNDRED DEVICES UTILIZED ON PROJECT. ROUND UP TO NEXT HIGHEST 100 FOR INTERMEDIATE NUMBERS ANDTEST TWO DEVICES MINIMUM. FAILURE OF A DEVICE SHALL REQUIRE ADDITIONALTESTS OF ONE IN TEN DEVICES OF THE SAME HEAT OF DEVICE. ADDITIONALREINFORCEMENT REQUIRED DUE TO FAILED DEVICES SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

11. THE OWNER'S TESTING AGENCY SHALL TORQUE TEST TEN PERCENT OF ALL INPLACE TYPE II MECHANICAL COUPLERS TO THE VALUES TABULATED ON THE DRAWINGS. IF ANY ONE TORQUE TEST FAILS, ALL TYPE II MECHANICAL COUPLERSINSTALLED THAT DAY SHALL BE TORQUE TESTED BY THE OWNER'S TESTING AGENCY. THE CONTRACTOR SHALL CORRECT ALL TYPE II MECHANICAL COUPLERS IDENTIFIED AS HAVING FAILED TORQUE TESTS AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S TESTING AGENCY SHALL RETEST ALL FAILED COUPLERS.

12. [ANY REINFORCEMENT INTERRUPTED BY STRUCTURAL STEEL SHAPES OR PLATES SHALL BE WELDED TO THE INTERRUPTING ELEMENT WITH COMPLETE JOINT PENETRATION WELDS, UNLESS OTHERWISE APPROVED BY THE ARCHITECT.]

1. SHOTCRETE MAY BE USED IN LIEU OF CAST-IN-PLACE CONCRETE AT THE CONTRACTOR'S OPTION WITH THE APPROVAL OF THE ARCHITECT.

2. REFER TO CAST-IN-PLACE GENERAL NOTES FOR STRENGTH REQUIREMENTS FOR EACH CONCRETE CLASS.

3. PRESCONSTRUCTION TESTS SHALL BE REQUIRED. CONTRACTOR TO SUBMIT TEST PLAN FOR REVIEW PRIOR TO COMMENCING WITH TEST PANELS. SHOTCRETE TESTPANELS SHALL BE CONSTRUCTED ON-SITE AND EXECUTED BY THE PROJECTSPECIFIED NOZZLE OPERATORS UNDER REPRESENTATIVE JOB-SITE CONDITIONSUSING THE SPECIFIED SHOTCRETE MIXES. WHERE SHOTCRETE WALLS WILL BEEXPOSED, FACE OF TEST PANELS SHALL BE FINISHED. ALL TEST PANELS SHALL BECORED AND SAW-CUT FOR EXAMINATION. APPROVED TEST PANELS SHALL BECONSIDERED THE STANDARD FOR THE PROJECT.

4. ALL EXPOSED CORNERS OR EDGES OF COLUMNS, PIERS, WALLS, BEAMS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE NOTED ONDRAWINGS.

5. FOR FEATURES, DRIP EDGES, REGLETS, REVEALS, ETC., SEE ARCHITECTURAL DRAWINGS.

6. REBOUND MATERIAL SHALL NOT BE REUSED AS AGGREGATE.

1. ALL STEEL BEAMS SUPPORTING CONCRETE SLABS OR CONCRETE FILL ON METAL DECK SHALL HAVE WELDED STUDS IN ACCORDANCE WITH THE SCHEDULE THE DRAWINGS. MINIMUM SIZE AND SPACING SHALL BE ¾" DIAMETER AT 12" O.C. UNLESS OTHERWISE NOTED.

2. EACH WELDED STUD MAY REPLACE ONE DECK WELD.

CONCRETE

SHOTCRETECONCRETE REINFORCEMENT
WELDED HEADED STUDS1. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING:

W-SHAPES, WT-SHAPES ASTM A 992CHANNEL AND ANGLE SHAPES ASTM A 36RECTANGULAR AND ROUND HSS ASTM A 500, GRADE CPIPE ASTM A 53, GRADE BPLATES ASTM A 572, GRADE 50 U.O.N. A36 AS INDICATEDBASE PLATES ASTM A 572, GRADE 50 U.O.N. A36 AS INDICATED ANCHOR RODS ASTM F 1554 GRADE [36] [55 W/ S1] [105]
MACHINE BOLTS ASTM A 307HIGH STRENGTH BOLTS ASTM A 325-N TYP. U.O.N., SC OR X AS INDICATEDWELDED HEADED STUDS ASTM A 108

2. ALL STRUCTURAL STEEL SHALL CONFORM TO AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.

FABRICATE FROM APPROVED DRAWINGS ONLY.

4. ALL HIGH STRENGTH BOLTS SHALL BE SNUG TIGHT ONLY UNLESS OTHERWISE NOTED ON THE DRAWINGS AS SLIP CRITICAL (SC). ALL BOLTED CONNECTIONSNOTED AS SLIP CRITICAL SHALL BE FULLY TENSIONED IN ACCORDANCE WITH THESPECIFICATIONS.

5. WELDING SHALL ONLY BE PERFORMED BY CERTIFIED WELDERS. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. PROVIDE TEMPORARY BACK-UPPLATES OR WELDS AT ALL COMPLETE JOINT PENETRATION (CJP) WELD LOCATIONS AS REQUIRED; REMOVE PLATES AFTER CJP WELDING AND GRIND AREA SMOOTH WHERE EXPOSED.

6. WHERE FIELD WELDING IS SPECIFICALLY NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY. CONTRACTOR SHALL DETERMINE SUITABILITY OF SHOP OR FIELD WELDING FOR ALL CONDITIONS.

7. DO NOT CUT THROUGH ERECTED STEEL PLATES, BOLTS, ANGLES OR SHAPES WITHOUT PERMISSION OF THE ARCHITECT. WHERE STEEL WILL BE EXPOSEDTO VIEW, ALL SLAG AND ROUGH EDGES SHALL BE MECHANICALLY REMOVED TOPROVIDE A SMOOTH EDGE AFTER CUTTING OR BORING. ALL SURFACES CUT BYTHERMAL PROCESSES SHALL CONFORM TO SPECIFICATIONS.

8. ALL SHOP AND FIELD WELDING SHALL BE INSPECTED BY THE OWNER'S TESTING AGENCY.9. SPECIAL WELD PROCEDURES WILL BE REQUIRED WHERE WELDING TO EXISTING STRUCTURAL STEEL IS REQUIRED. THE WELD PROCEDURES SHALL BE PROPOSEDBY THE CONTRACTOR AND SUBMITTED FOR REVIEW BY THE ARCHITECT.PROCEDURES FOR WELDING TO EXISTING STRUCTURAL STEEL SHALL BE PREQUALIFIED BY THE OWNER'S TESTING AGENCY IN ACCORDANCE WITH AWS D1.1.

10. WHERE STRUCTURAL STEEL IS TO BE ATTACHED USING POST-INSTALLED

ANCHORS, ANCHOR HOLES SHALL BE DRILLED PRIOR TO PREPARATION OF STEEL SHOP DRAWINGS AND FABRICATION. DRILLED HOLE LOCATIONS SHALL BERECORDED AND TRANSFERRED USING TEMPLATES FOR THE PURPOSE OF ACCURATELY LOCATING HOLES IN STRUCTURAL STEEL.

11. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS).

12. SHOP PRIME STRUCTURAL STEEL WHERE REQUIRED, SEE SPECIFICATIONS.13. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PAINTING AND OTHER COATING REQUIREMENTS.

14. PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY ACCUMULATION OF WATER. ALL SUCH PENETRATIONS THROUGH MAIN MEMBERS SHALL NOT EXCEED1 1/8" DIA. AND SHALL BE GROUND SMOOTH. THESE DRAINS MUST BE KEPT CLEAN AND OPEN.

15. HOT - DIP GALVANIZE EXTERIOR EXPOSED STEEL MEMBERS & CONNECTIONS AND OTHER MEMBERS SPECIFICALLY SHOWN ON THE DRAWINGS. SEE SPECIFICATIONS FOR FINISH REQUIREMENTS OF EXTERIOR ELEMENTS EXPOSED TO VIEW.

16. [COMPOSITE BEAMS AND GIRDERS REQUIRING SHORING ARE INDICATED ON FRAMING PLANS ("S" INDICATES A SHORED COMPOSITE BEAM).]

17. [CUTTING AND BORING OF EXISTING STEEL SHALL NOT BE DONE EXCEPT WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS. HOLES THROUGH EXISTING STEELMAY BE DRILLED, FLAME CUT, OR MADE USING AIR-ARC, AND SHALL NOT BE MORETHAN ½ INCH DIAMETER LARGER THAN REQUIRED TO PASS REINFORCEMENT, ANCHORS, ETC., SHOWN ON DRAWINGS, UNLESS OTHERWISE NOTED.]

18. [DO NOT CUT THROUGH STEEL ANGLES OR RIVETS.]19. [ALL FIELD FLAME CUTTING AND AIR-ARC CUTTING SHALL BE DONE ONLY BY CERTIFIED WELDERS.]

20. [AFTER CUTTING OR BORING, ALL SLAG AND ROUGH EDGES SHALL BE MECHANICALLY REMOVED TO PROVIDE A SMOOTH EDGE.]

21. STRUCTURAL STEEL MEMBERS AND CONNECTIONS DENOTED "SFRS" SHALL SATISFY REQUIREMENTS FOR THE SEISMIC FORCE RESISTING SYSTEM IN SPECIFICATIONS.

1. SEE SHEET S_____ FOR DECK PROFILES.2. STEEL DECK SHALL BE WELDED TO ALL STRUCTURAL STEEL AND TO ADJACENT

DECK SECTIONS IN ACCORDANCE WITH THE DECK WELDING SCHEDULE ON SHEET _____.

3. WELDING OF DECK SHALL BE IN ACCORDANCE WITH AWS STANDARDS AND PERFORMED BY WELDERS CERTIFIED FOR LIGHT-GAGE METALS.

4. PROVIDE VENTED DECK FOR ALL DECKS TO RECEIVE CONCRETE FILL UNLESS OTHERWISE NOTED. DECKS WITHOUT CONCRETE FILL SHALL NOT BE VENTED.

STRUCTURAL STEELMETAL DECK

1. THE OWNER'S GEOTECHNICAL ENGINEER, , HAS PREPARED AN INVESTIGATION REPORT FOR USE ON THIS PROJECT, TITLED: " ", DATED _______.

2. THE CONTRACTOR SHALL REVIEW AND UNDERSTAND THE INFORMATION CONTAINED IN THE REPORT, BUT SHALL NOT ASSUME THAT SUCH INFORMATION IS SUFFICIENT FOR THE CONTRACTOR'S PURPOSES.

3. THE CONTRACTOR SHALL BE FAMILIAR WITH THE GEOTECHNICAL CONDITIONS AT THE PROJECT SITE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN GEOTECHNICAL STUDIES AND INFORMATION NECESSARY TO COMPLETE THE WORK.

5. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF AN INDEPENDENT

GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA TO ANALYZE

AVAILABLE INFORMATION AND TO MAKE ADDITIONAL INVESTIGATIONS AS NECESSARY TO COMPLETE THE WORK.

6. THE OWNER'S GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE FOR CONFORMANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT PRIOR TO PLACEMENT OF FOUNDATION REINFORCEMENT.

1. REFER TO GENERAL NOTES SECTION TITLED "GEOTECHNICAL INFORMATION".2. SLABS ON GRADE AND FOUNDATIONS SHALL BEAR ON APPROVED NATIVE SUBGRADE OR COMPACTED SOIL.

3. FOOTINGS AND GRADE BEAMS SHALL BE CAST IN NEAT TRENCHED EXCAVATIONS (1" MINIMUM WIDER THAN SCHEDULED). IF FOOTINGS CANNOT BE CAST INTRENCHES, FORM FOOTINGS TO SCHEDULED DIMENSIONS.

4. BOTTOM OF FOOTINGS SHALL BE CALCULATED USING INFORMATION SHOWN ON THE DRAWINGS AND MAY BE REVISED BY THE GEOTECHNICAL ENGINEER TOENSURE MINIMUM FOOTING EMBEDMENTS OF [__________] FEET INTO FIRM,

APPROVED SOIL MATERIAL (UNDISTURBED NATURAL SOILS OR COMPACTED ENGINEERED FILL). TOP OF FOOTING DIMENSION FROM DATUM SHALL BE ASSHOWN ON PLANS.

5. COMPACTED NATURAL SOIL, FILL, AND BACKFILL IS TO BE UNIFORMLY COMPACTED WITH APPROVED COMPACTION EQUIPMENT. FILL MATERIAL ANDOPERATIONS SHALL BE INSPECTED BY THE OWNER'S GEOTECHNICAL ENGINEER.

6. WATER SHALL NOT BE ALLOWED TO STAND IN TRENCHES OR FORMS BEFORE OR AFTER CONCRETE IS PLACED, AND SHALL BE PUMPED OUT. IF BOTTOMSOF TRENCHES BECOME SOFTENED DUE TO RAIN OR OTHER WATER BEFOREFOOTINGS ARE CAST, THE CONTRACTOR SHALL EXCAVATE THE SOFTENEDMATERIAL AND REPLACE WITH CONCRETE.

7. ALLOWABLE BEARING PRESSURES FOR SPREAD FOOTINGS:

DEAD LOAD _____ PSF
DEAD PLUS LIVE LOAD _____ PSFTOTAL LOAD (INCLUDING SEISMIC) _____ PSF

8. CANTILEVER RETAINING WALL DESIGN PRESSURE: _____ PCF9. BASEMENT WALLS (RESTRAINED AT THE TOP) DESIGN PRESSURE: _____ PCF10. SEISMIC INCREMENT FOR RETAINING WALL DESIGN PRESUURE: ______PCF11. DO NOT BACKFILL BASEMENT WALLS UNTIL LEVEL [_____] CONSTRUCTION IS COMPLETE AND CONCRETE SLAB AND FILL ON METAL DECK OF SUPPORTINGLEVELS HAS ATTAINED ITS 28-DAY STRENGTH.

12. SPECIAL INSPECTION REQUIREMENTS APPLY TO FILL AND BACKFILL OPERATIONS.

FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING REINFORCEMENT STEEL.

GEOTECHNICAL INFORMATION

FOUNDATIONS
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

GENERAL NOTES
S0.0.2
Owner

PIEDMONT

AQUATICS
21-103

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 70

1. REFER TO ARCHITECTURAL LAYOUT, DRAWINGS, AND SPECIFICATIONS FOR DETAILS AND EXACT DIMENSIONS OF MASONRY WORK INCLUDING FINISHES (COLORS, ETC.), COURSINGS, REGLETS, WEEP HOLES, WATERPROOFING, AND FLASHING.

2. FOR CMU COURSING AND LAYOUT, SEE ARCHITECTURAL DRAWINGS.3. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CMU CONTROL JOINTS.

SEE TYPICAL CMU CONTROL JOINT DETAIL FOR SPECIAL REINFORCING AT CMU CONTROL JOINTS.

4. CELLS SHALL BE SOLID GROUTED.5. MINIMUM MASONRY COMPRESSIVE STRENGTH AT 28 DAYS, f'm = 2000 psi, UNLESS OTHERWISE NOTED.

6. MASONRY MATERIALS SHALL CONFORM TO THE FOLLOWING U.O.N.:

CONCRETE MASONRYUNITS: ASTM C 90, NORMALWEIGHT,
HOLLOW LOADBEARING UNITS (MIN. COMPRESSIVE STRENGTH = 2000 psi) GROUT: ASTM C 476
(MIN. COMPRESSIVE STRENGTH = 2000 psi)
MORTAR : ASTM C 270, TYPE M OR S

7. REINFORCEMENT STEEL:

REINFORCEMENT TO BE WELDED: ASTM A 706 ALL OTHER REINFORCEMENT: ASTM A 615, GRADE 60 JOINT REINFORCEMENT: ASTM A 951

8. FOR CMU REINFORCEMENT BAR BENDS, HOOKS, AND OFFSETS - SEE TYPICAL CONCRETE DETAILS.

9. CMU REINFORCEMENT STRAIGHT BAR DEVELOPMENT SHALL BE 48 BAR DIAMETERS. HOOKED BAR DEVELOPMENT SHALL BE 33 BAR DIAMETERS, AND LAP SPLICES SHALL BE 72 BAR DIAMETERS, U.O.N. SEE TYPICAL CONCRETE DETAILS FOR DEFINITIONS OR DEVELOPMENT LENGTH ANDSPLICE LENGTH DEFINITIONS.

10. WHERE MULTIPLE BARS REQUIRE LAPS IN THE SAME CELL OR COURSE, STAGGER SPLICE LOCATIONS A MINIMUM OF 3 FEET.

11. VERTICAL REINFORCEMENT:
• VERTICAL REINFORCING OF LOAD BEARING CMU WALLS SHALL BE PER

REINFORCING SCHEDULE ON SHEET TYPICAL CMU PLAN DETAIL, UNLESS NOTED OR DETAILED OTHERWISE.
• THE FIRST CELL AT CORNERS, ENDS OF WALLS, WALL INTERSECTIONS AND AT EACH SIDE OF OPENINGS SHALL BE REINFORCED WITH 2 VERTICAL BARS TO MATCH TYPICAL WALL REINFORCEMENT, U.O.N. EXTEND REINFORCING FROM FOUNDATION TO TOP OF WALL. • VERTICAL REINFORCING IN GROUTED CELLS AND PILASTERS SHALL BE HELD IN PLACE BY BAR POSITIONERS SET IN THE MASONRY JOINTS.

12. HORIZONTAL REINFORCEMENT:
• HORIZONTAL REINFORCING SHALL CONSIST OF CONTINUOUS, FULLY GROUTED BOND BEAMS.
• MAXIMUM SPACING BETWEEN BOND BEAMS SHALL NOT EXCEED 48 INCHES ON CENTER.
• SIZE AND SPACING OF HORIZONTAL REINFORCING OF LOAD BEARING CMU

WALL SHALL BE PER REINFORCING ON SHEET TYPICAL CMU PLAN DETAIL, UNLESS NOTED OR DETAILED OTHERWISE.
• HOOK HORIZONTAL REINFORCING AT WALL ENDS WITH STANDARD HOOK, TYP

13. CMU WALL REINFORCEMENT TO BE PLACED AT WALL CENTERLINE U.O.N.

CONCRETE MASONRY UNITS (CMU)

1. UNDERCUT ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

2. THE MINIMUM DEPTH OF DRILLED HOLE SHALL BE AS REQUIRED BY THE MANUFACTURER FOR THE SIZE OF ANCHOR INDICATED ON THE DRAWINGS.

3. THE OWNER'S TESTING AGENCY SHALL VERIFY RED MARKINGS ON THREADED ROD OF ANCHOR,

OR MINIMUM NUMBER OF VISIBLE THREADS, AS APPLICABLE, ARE VISIBLE ABOVE THE TOP OF ANCHOR SLEEVE FOR ALL UNDERCUT ANCHORS.

4. THE OWNER'S TESTING AGENCY SHALL PROVIDE SPECIAL INSPECTION FOR 25% OF ALL UNDERCUT ANCHOR INSTALLATIONS TO VERIFY TORQUE SETTING REQUIREMENTSCONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS.

5. THE OWNER'S TESTING AGENCY SHALL PERFORM TENSION LOAD TESTS ON 25% OF ALL UNDERCUT ANCHORS INSTALLED TO THE TENSION LOAD VALUES INDICATED IN THE TABLE BELOW.

6. SEE SPECIFICATIONS FOR FULL REQUIREMENTS WHEN AN UNDERCUT ANCHOR FAILS THE TENSION LOAD TESTS. NOTIFY THE ARCHITECT IMMEDIATELY WHEN AN UNDERCUT ANCHOR FAILS A TENSION LOAD TEST.

7. TESTING AGENCY SHALL DEVELOP AND UTILIZE AN EFFECTIVE METHOD OF FIELD MARKING SUCCESSFUL AND FAILED UNDERCUT ANCHOR TEST LOCATIONS. IN LIEU OF FIELD MARKING TEST LOCATIONS, A DETAILED DRAWING RECORD SETSHALL BE ACCEPTABLE.

8. THE TENSION LOAD TEST VALUES FOR UNDERCUT ANCHORS ARE BASED ON 1.25X "DESIGN STRENGTH" AS COMPUTED BY ACI 318-14 AND CBC 2016 SECTION 1901.3.4.4IN THE ICC-ES EVALUATION TEST REPORTS OF THE MANUFACTURERS LISTED IN THE SPECIFICATIONS FOR CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.

1. DRILLED RESIN ANCHORS, DOWELS, EXPANSION ANCHORS AND SCREW ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS INTO CMU.

2. DRILLED RESIN ANCHORS, DOWELS, EXPANSION ANCHORS AND SCREW ANCHORS SHALL NOT BE USED TO RESIST VIBRATORY OR SHOCK (IMPACT) LOADS.

3. MINIMUM RESIN ANCHOR OR DOWEL, EXPANSION ANCHOR AND SCREW ANCHOR NOMINAL EMBEDMENT (H NOM) SHALL BE AS INDICATED IN THE APPROPRIATE TABLES BELOW, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

4. CMU BLOCKS SHALL BE SOLID GROUTED AND CLOSE ENDED. CMU SHALL BE LW, MW OR NW WITH MIN. f 'm OF MASONRY BLOCK OF 2000 PSI AND 2000 PSI MORTAR COMPRESSIVE STRENGTH MINIMUM. 2000 PSI GROUT STRENGTH AND MINIMUM ALLOWABLE SIZE OF8" x 8" x 16" LONG.

5. RESIN ANCHOR INSERTS SHALL BE ASTM A193 GRADE B7 ALL-THREAD ROD, EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS. DOWELS SHALL BE ASTM A 615 GRADE 60, EXCEPT AS NOTED OTHERWISE ON DRAWINGS OR IN THE SPECIFICATIONS.

6. EXPANSION ANCHORS AND SCREW ANCHORS SHALL BE MANUFACTURED OF CARBON STEEL WITH MINIMUM 70,000 PSI YIELD STRENGTH AND SHALL BE ZINC PLATED AT A MINIMUM OR MECHANICALLY GALVANIZED AS INDICATED ON PLANS.

7. ANCHORS ARE LIMITED TO ONE ANCHOR PER CELL AT EITHER TOP OF WALL OR FACE OF WALL AS INDICATED WITH MINIMUM END, EDGE & SPACING AS LISTED BY MANUFACTURER.

8. RESIN ANCHORS PLACED INTO CMU SHALL BE HILTI HY-270 PER THE MANUFACTURER'S RECOMMENDATIONS OR SIMPSON SET-XP OR AT-XP AND SHALL COMPLY TO ICC-ES REPORT ICCES ESR 2682, IAPMO-UES REPORTS ER-265 AND ER-28 RESPECTIVELY, U.O.N.

ANCHOR DIAMETER (in)
3/8"

THREADED RODS OR DOWELS IN THE FACE OF GROUT-FILLED

CONCRETE MASONRY UNITS
EMBEDMENT (in) LOAD (Pounds)
3 3/8" 2,480
1/2" 4 1/2" 4,0705/8" 5 5/8" 5,6803/4" 6 3/4" 7,620

THREADED RODS OR DOWELS IN THE SIDE OF GROUT-FILLED

CONCRETE MASONRY UNITS
ANCHOR DIAMETER (in) EMBEDMENT (in) LOAD (Pounds)
1/2" 1,9805/8"
4 1/2"
2,400
3/4"
5 5/8"6 3/4" 2,400

UNDERCUT ANCHORS IN CONCRETERESIN ANCHORS, DOWELS, EXPANSION ANCHORS AND SCREW ANCHORS INTO CMU ONLY M10

UNDERCUT ANCHORS INSTALLED IN EXISTING NORMAL WEIGHT CONCRETE 3/8" 5280
M12 1/2" 7976M16 5/8" 14,310M20 3/4" 30,574

DRILLCO

MAXIBOLT

ANCHOR DESIGNATION MINIMUM

EMBEDMENT
DEPTH

SIMPSON

TORQ-CUT HILTI HDA

TENSION LOAD

TEST VALUE
(Pounds)
- 1/2" DIA.
5/8" DIA.3/4" DIA.
4 1/4"5 3/4"
8"
10 1/4"

1. DRILLED HOLE DEPTH TO ACHIEVE LISTED ANCHOR OR DOWEL EMBEDMENT MAY BE GREATER THAN REQUIRED EMBEDMENT SHOWN IN ANCHOR OR DOWEL TABLES. VERIFY HOLE DEPTH REQUIREMENTS WITH MANUFACTURER. HOLE DEPTH SHALL NOT BE LESS THAN TABULATED DEPTH.

2. VERIFY DRILL BIT TYPE AND DIAMETERS WITH MANUFACTURER.3. HOLES SHALL NOT BE DRILLED IN CONCRETE THAT HAS NOT ACHIEVED ITS SPECIFIED COMPRESSIVE STRENGTH AND NOT UNTIL A MINIMUM OF TWENTY ONE (21) DAYS AFTER CONCRETE HAS BEEN CAST.

4. USE CARE AND CAUTION AT ALL TIMES TO AVOID CUTTING OR DAMAGING REINFORCEMENT STEEL. DRILL HOLE SIZE AS RECOMMENDED BY MANUFACTURER, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LOCATIONS TO BE DRILLED SHALL BE CAREFULLY PRESCANNED USING EFFECTIVE MEANS PRIOR TO DRILLING. THE USE OF PACHOMETERS MAY NOT BE EFFECTIVE. USE OF X-RAYS WILL NOT BE PERMITTED. DRILL PILOT HOLES WITH SMALLER DIAMETERS THAN FINAL HOLES (3/8" MAXIMUM PILOT HOLE DIAMETER) TO DETECT REINFORCEMENT WHERE OTHER MEANS ARE NOT EFFECTIVE.

5. WHEN INSTALLING ANCHORS OR DOWELS IN EXISTING PRESTRESSED CONCRETE, LOCATE THE PRESTRESSED TENDONS USING NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. EXERCISE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED ANCHOR OR DOWEL. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED TENDONS AT NO COST TO OWNER USING MEANS APPROVED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF REPAIR.

6. WHERE REINFORCEMENT IS ENCOUNTERED, SHIFT THE ANCHOR OR DOWEL LOCATION SO AS TO AVOID THE REINFORCEMENT BAR. CONTACT THE ENGINEER FOR ALL CONDITIONS WHERE REINFORCEMENT IS ENCOUNTERED.

7. ALL ABANDONED HOLES SHALL BE REPAIRED USING APPROVED MATERIALS AND METHODS.

SEE SPECIFICATIONS.

8. WHERE ENCASED STRUCTURAL STEEL IS ENCOUNTERED WHILE DRILLING, NOTIFY THE ARCHITECT PRIOR TO DRILLING THROUGH STEEL. THE CONTRACTOR MAY BE REQUIRED TO DRILL THROUGH THE STEEL AS REQUIRED TO ACHIEVE MINIMUM EMBEDMENT. NOTIFY THE ARCHITECT.

9. WHERE STRUCTURAL STEEL IS TO BE ATTACHED USING DRILLED ANCHORS, ANCHOR HOLES SHALL BE DRILLED PRIOR TO PREPARATION OF STEEL SHOP DRAWINGS AND FABRICATION. DRILLED HOLE LOCATIONS SHALL BE RECORDED AND TRANSFERRED USING TEMPLATES FOR THE PURPOSE OF ACCURATELY LOCATING HOLES IN STRUCTURAL STEEL.

1. EXPANSION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

2. EXPANSION ANCHORS SHALL NOT BE USED TO RESIST VIBRATORY OR SHOCK LOADS.

3. NOTE THAT HOLE DEPTH, ho, IS LARGER THAN EMBEDMENT, hnom, LISTED IN TABLE4. MINIMUM EXPANSION ANCHOR EMBEDMENT SHALL BE AS INDICATED IN THE

APPROPRIATE TABLES BELOW, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

5. THE OWNER'S TESTING AGENCY SHALL PERFORM TENSION LOAD TESTS ON 10% OF EXPANSION ANCHORS TO THE TENSION LOAD VALUES INDICATED IN THETABLES BELOW. TORQUE LOAD TESTS MAY BE PERFORMED IN LIEU OF TENSIONLOAD TESTS FOR NON-STRUCTURAL ANCHORS ONLY. [NOTE: OSHPD CBC SECTION 1913A.7.2 REQUIRES 100% OF PIAs USED FOR STRUCTURAL ANCHORAGE,50% OF ANCHORS USED FOR NON-STRUCTURAL ANCHORAGE, AND 10% OFANCHORS USED FOR SILL-BOLTING TO BE TESTED.]

6. SEE SPECIFICATIONS FOR REQUIREMENTS WHEN AN EXPANSION ANCHOR FAILS A TENSION LOAD TEST. NOTIFY THE ARCHITECT IMMEDIATELY WHEN AN EXPANSION ANCHOR FAILS A TEST.

7. EXPANSION ANCHORS SPECIFICALLY NOTED ON THE DRAWINGS AS "NO TEST REQUIRED" DO NOT REQUIRE LOAD TESTS.

8. THE TESTING AGENCY SHALL DEVELOP AND UTILIZE AN EFFECTIVE METHOD OF FIELD MARKING EXPANSION ANCHOR TEST LOCATIONS AND RESULTS.

9. THE TENSION TEST VALUES FOR EXPANSION ANCHORS ARE BASED ON THE LESSER OF THE FOLLOWING:• 125% OF THE "DESIGN STRENGTH" VALUES AS COMPUTED IN ACCORDANCE WITH ACI 318-11, CBC 2013 SECTION 1913.2.11.2 AND THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) OR IAPMO-UES TEST REPORTS FOR THE MANUFACTURERS LISTED IN THE SPECIFICATIONS FOR 3,000 PSI CONCRETE AND, • 80% OF THE SPECIFIED YIELD STRENGTH OF THE EXPANSION ANCHOR.

10. TENSION TEST VALUES ARE "FREE-FIELD" VALUES AND APPLY ONLY FOR DOWELS

AND ANCHORS WITH NO REDUCTIONS IN STRENGTH DUE TO SPACING AND EDGE DISTANCE. FOR EXPANSION ANCHORS INSTALLED LESS THAN 1.5x DESIGN DEPTH(Hnom) FROM THE EDGE OF CONCRETE, CONTACT THE EOR FOR TEST VALUES.

11. EXPANSION ANCHORS PLACED IN CONCRETE SHALL BE HILTI KB-TZ OR SIMPSON STRONG BOLT 2 AND SHALL CONFORM TO ICC-ES REPORTS ESR-1917 AND ESR-3037,RESPECTIVELY, OR APPROVED EQUAL.

12. EXPANSION ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE HILTI KB-TZ WITH EMBEDMENT DEPTHS SHOWN ON THE TABLES BELOW. AT THE CONTRACTORSOPTION, AND AT NO ADDITIONAL EXPENSE TO THE PROJECT, THE CONTRACTORMAY SUBSTITUTE A SIMPSON STRONG-BOLT ANCHOR PER THE TABLE LISTEDBELOW.

13. IF ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE ON ONE SIDE IS NO LARGER THAN THE MINIMUM EDGE DISTANCE, THE TENSION TEST LOAD SHALL BE REDUCED TO 60%. IF THE

ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE ON TWO SIDES IS NO LARGER THAN THE MINIMUM EDGE DISTANCE ,THE TENSION TEST LOAD SHALL BE REDUCED TO 45% .

1. DRILLED RESIN ANCHORS AND DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

2. ANCHORS INSTALLED IN CONCRETE NOT IN CONTACT WITH THE GROUND SHALL BE INSTALLED IN DRY CONCRETE. ANCHORS INSTALLED IN CONCRETE IN CONTACT WITH THEGROUND ARE PERMITTED TO BE INSTALLED IN WATER-SATURATED CONCRETE. IT IS NOTPERMITTED TO INSTALL ANCHORS IN WATER-FILLED HOLES IN ANY CONDITION.

3. ANCHOR CAPACITIES ARE BASED ON A MAXIMUM SHORT-TERM TEMPERATURE OF 130° F AND A MAXIMUM LONG-TERM TEMPERATURE OF 110° F.

4. HOLES THAT ARE DRILLED USING A CARBIDE DRILL BIT DO NOT REQUIRE SUPPLEMENTAL ROUGHENING. FOR HILTI HIT-RE 500 V3, HOLES THAT ARE DRILLED USING A DIAMONDCORE BIT SHALL BE ROUGHENED WITH THE HILTI TE-YRT ROUGHENING TOOL PER THE MANUFACTURER'S REQUIREMENTS. HOLES DRILLED USING DIAMOND CORE BITS ARE NOT PERMITTED FOR SIMPSON SET-3G.

5. HOLES SHALL BE CLEANED PER THE MANUFACTURER'S RECOMMENDATIONS.6. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN

AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI / CRSI ANCHOR INSTALLER CERTIFICATION PROGRAM OR EQUIVALENT.

7. DRILLED RESIN ANCHORS AND DOWELS SHALL NOT BE USED TO RESIST VIBRATORY OR SHOCK (IMPACT) LOADS.

8. MINIMUM ANCHOR OR DOWEL EMBEDMENT SHALL BE AS INDICATED IN THE APPROPRIATE TABLES BELOW, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

9. ANCHORS SHALL BE ASTM A193 GRADE B7 ALL-THREAD ROD WITH ZINC ELECTROPLATED COATING COMPLYING WITH ASTM B633 SC 1 OR HOT-DIP GALVANIZED COMPLYING WITH ASTM A153, CLASS C OR D , EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS. STAINLESS STEEL ANCHORS SHALL BE ASTM F593 OR ISO 3506 A4, U.O.N. DOWELS SHALL BE ASTM A 615 GRADE 60, EXCEPT AS NOTED OTHERWISE ON DRAWINGSOR IN THE SPECIFICATIONS.

10. THE OWNERS TESTING AGENCY SHALL PERFORM TENSION LOAD TESTS ON 10% OF RESIN ANCHORS AND DOWELS TO THE TENSION LOAD VALUES INDICATED IN THE TABLESBELOW. [NOTE: OSHPD A CHAPTERS - CBC 2013 SECTION 1913.2.11.2 REQUIRES 100% OFPIAs USED FOR STRUCTURAL ANCHORAGE, 50% OF ANCHORS USED FOR NONSTRUCTURAL ANCHORAGE, AND 10% OF ANCHORS USED FOR SILL-BOLTING TO BE TESTED.]

11. WHEN ANCHOR OR DOWEL FAILS A TENSION LOAD TEST, NOTIFY THE ARCHITECT IMMEDIATELY. REFER TO SPECIFICATIONS FOR REPLACEMENT AND RETESTINGREQUIREMENTS. ABANDONED HOLES SHALL BE PATCHED.

12. ANCHORS AND DOWELS SPECIFICALLY NOTED ON THE DRAWINGS AS "NO TEST REQUIRED," DO NOT REQUIRE LOAD TESTS.

13. THE OWNER'S TESTING AGENCY SHALL DEVELOP AND UTILIZE AN EFFECTIVE METHOD FOR FIELD MARKING LOCATIONS OF ANCHOR AND DOWEL TESTS.

14. THE TENSION LOAD TEST VALUES FOR ANCHORS ARE BASED ON THE LESSER OF THE FOLLOWING:• 1.25X "DESIGN STRENGTH" VALUES AS COMPUTED IN ACCORDANCE WITH ACI 318-11, CBC 2013 SECTION 1913.2.11.2 AND THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) OR IAPMO-UES TEST REPORTS FOR THE MANUFACTURERS LISTED IN THE SPECIFICATION FOR 2,500 PSI CONCRETE, AND • 80% OF THE SPECIFIED YIELD STRENGTH OF THE DOWEL OR THREADED ROD.

15. TENSION TEST VALUES BELOW ARE "FREE-FIELD" VALUES AND APPLY ONLY FOR DOWELS AND ANCHORS WITH NO REDUCTIONS IN STRENGTH DUE TO SPACING AND EDGE DISTANCE.

FOR DOWELS OR ANCHORS INSTALLED LESS THAN 1.5x MINIMUM EMBEDMENT (Hef) FROMTHE EDGE OF CONCRETE, CONTACT THE EOR FOR TEST VALUES. THIS TABLE (EMBEDMENT DEPTHS & TEST VALUES) APPLY ONLY TO ITEMS SPECIFICALLY CALLED OUT ASRESIN ANCHORS / DOWELS ON THE DRAWINGS, OR FOR ITEMS WHERE RESIN ANCHORS / DOWELS ARE LISTED AS AN OPTION.

16. RESIN ANCHORS PLACED IN CONCRETE SHALL BE HILTI HIT-RE 500-V3 OR SIMPSON SET-3G AND CONFORM TO ICC-ES REPORTS OR ESR-3814 OR ESR-4057, OR APPROVED EQUAL.

17. IF ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE ON ONE SIDE IS NO LARGER THAN THE MINIMUM EDGE DISTANCE, THE TENSION TEST LOAD SHALL BE REDUCED TO 50%. IFTHE ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE ON TWO SIDES IS NO LARGERTHAN THE MINIMUM EDGE DISTANCE ,THE TENSION TEST LOAD SHALL BE REDUCED TO 30%.

DRILLED HOLES FOR ANCHORS AND DOWELS IN CONCRETE EXPANSION ANCHORS IN CONCRETE

RESIN ANCHORS AND DOWELS IN CONCRETE
3/4"5/8"1/2"3/8"
5 9/16"
4 7/16"
3 5/8"
3 1/16"
7820
6000
43302780
110
60 4025
ANCHOR

DIAMETER
(in)
Hnom,
Nominal Depth
(in)

TENSION

TEST LOAD
(Pounds)

TORQUE TEST
(ft-lbf)

EXPANSION ANCHORS (EXA) INSTALLED IN
NORMAL WEIGHT CONCRETE (HILTI Kwik Bolt TZ)
3/4"5/8"1/2"3/8"
8 3/4"
5 1/8"
4 1/8"
3"
7820600043302780
150
9060
ANCHOR

DIAMETER
(in)
Hnom,
Nominal Depth
(in)

TENSION

TEST LOAD
(Pounds)

TORQUE TEST
(ft-lbf)

NORMAL WEIGHT CONCRETE SUBSTITUTION TABLE
1"
5/8"
5/8"1/2"
ANCHOR

DIAMETER
(in)
HILTI-KBTZ SIMPSON STRONGBOLT 2
3/4"5/8"1/2"3/8"
5 9/16"
4 7/16"
3 5/8"
3 1/16"
4670360026101670
110
60 4025
ANCHOR

DIAMETER
(in)
Hnom,
Nominal Depth
(in)

TENSION

TEST LOAD
(Pounds)

TORQUE TEST
(ft-lbf)

EXPANSION ANCHORS (EXA) INSTALLED IN
LIGHTWEIGHT CONCRETE (HILTI Kwik Bolt TZ)
3/4"5/8"1/2"3/8"
8 3/4"5 1/8"
4 1/8"
3"
4670360026101670
150
90 6030
ANCHOR

DIAMETER
(in)
Hnom,
Nominal Depth
(in)

TENSION

TEST LOAD
(Pounds)

TORQUE TEST
(ft-lbf)

LIGHTWEIGHT CONCRETE SUBSTITUTION TABLE
1"
5/8"
5/8"1/2"
ANCHOR

DIAMETER
(in)
HILTI-KBTZ SIMPSON STRONGBOLT 2
#7
#6
#5#4
21750
18620
1412010120
1300010870
74304650

BAR SIZE NORMAL WEIGHT CONCRETE LIGHT WEIGHT CONCRETE
HILTI HIT-RE-500-V3 RESIN DOWELS INSTALLED IN EXISTING CONCRETE 10"
9"
7 1/2"
6"
hef (in)
TENSION TEST LOADS (Pounds)
#3 4" 5120 2310
#8 12" 28620 17120
#7
#6#5#4
12 1/4"
10 1/4"
7 1/2"7 1/4"
23750
20250
1550010620
BAR SIZE hef (in) TENSION TEST LOAD

RESIN DOWELS INSTALLED IN NORMAL WEIGHT CONCRETE SUBSTITUTION TABLE

BAR SIZE
SIMPSON SET 3G
#3 4 3/4" 5280
#8 16 1/2" 31250
7/8"3/4"
5/8"1/2"
21750
18500
13250
8310
12370
9620
67504370

BAR SIZE NORMAL WEIGHT CONCRETE LIGHT WEIGHT CONCRETE
HILTI HIT-RE-500-V3 RESIN ANCHORS INSTALLED IN EXISTING CONCRETE 10"
9"
7 1/2"
6"
hef (in)
TENSION TEST LOADS (Pounds)
3/8" 4" 4560 2180
1" 12" 28500 17000
#7
#6
#5#4#3
#8
HILTI RE500 V3
NOTE: IF EMBEDMENT IN THE DRAWINGS IS LONGER THAN WHAT IS SPECIFIED IN HILTI TABLES, NO SUBSTITUTION IS ALLOWED.
7/8"3/4"5/8"1/2"
12 1/2"
10 1/4"
10 1/4"
6"
2387020270
15410
9900
BAR SIZE hef (in)

RESIN ANCHORS INSTALLED IN NORMAL WEIGHT CONCRETE SUBSTITUTION TABLE

BAR SIZE
SIMPSON SET 3G
3/8" 4" 5030
1" 16 1/4" 31310
HILTI RE500 V3
BAR SIZE hef (in) TENSION TEST LOAD

RESIN ANCHORS INSTALLED IN LIGHT WEIGHT CONCRETE SUBSTITUTION TABLE

BAR SIZE
HILTI RE500 V3 SIMPSON SET 3G
11 1/2"
8 3/4"
7"7"
12680
9870
695044602250
16 1/2" 17520
NOTE: IF EMBEDMENT IN THE DRAWINGS IS LONGER THAN WHAT IS SPECIFIED IN HILTI TABLES, NO SUBSTITUTION IS ALLOWED.
4 1/2"
7/8"3/4"5/8"1/2"
1"
1"
7/8"3/4"
5/8"1/2"3/8"
1"
7/8"3/4"
5/8"1/2"3/8"
1"
#7
#6
#5#4
BAR SIZE hef (in) TENSION TEST LOAD

RESIN DOWELS INSTALLED IN LIGHT WEIGHT CONCRETE SUBSTITUTION TABLE

BAR SIZE
SIMPSON SET 3G
#3
#8
#7
#6
#5#4#3
#8
HILTI RE500 V3
12 1/4"
9 3/4"
7 3/4"7 1/2"
14250
11120
762048102370
16 1/4" 18750
NOTE: IF EMBEDMENT IN THE DRAWINGS IS LONGER THAN WHAT IS SPECIFIED IN HILTI TABLES, NO SUBSTITUTION IS ALLOWED.
4 3/4"

TENSION TEST LOAD
NOTE: IF EMBEDMENT IN THE DRAWINGS IS LONGER THAN WHAT IS SPECIFIED IN HILTI TABLES, NO SUBSTITUTION IS ALLOWED.
30 5/8"
1/2"
3/8"1/4"
5"
4 1/4"
3 1/4"2 1/2"
SCREW DIA. (in) Hnom (in) hef (in)

CONCRETE SCREWS IN NORMAL WEIGHT

CONCRETE (HILTI KWIK HUS EZ)
SCREW DIA. (in)

HILTI KWIK HUS EZ SIMPSON TITEN HD
3/4" 6 1/4"
3/4"
5/8"
1/2"1/4"
N/A"
5 3/4"
5 1/4"
3 1/2"1 3/4"
N/A
5/8"
1/2"
3/8"1/4"
5"
4 1/4"
3 1/4"2 1/2"
SCREW DIA. (in) Hnom (in) hef (in)

CONCRETE SCREWS IN LIGHTWEIGHT

CONCRETE (HILTI KWIK HUS EZ)
SCREW DIA. (in)

HILTI KWIK HUS EZ SIMPSON TITEN HD
3/4" 6 1/4"
3/4"
5/8"
1/2"1/4"
N/A"
5 3/4"
5 1/4"
3 1/2"1 3/4"
N/A

1. INSTALL SCREW ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705A OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. INSTALLED

ANCHORS SHALL BRING CONNECTED PLIES INTO FIRM CONTACT, MEETING THE INSTALL TORQUE BUT NOT EXCEEDING THE MAXIMUM INSTALL TORQUE.

2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE w/ SCHEDULE PRIOR TO INSTALLING ANCHOR.

3. HOLES TO BE DRILLED w/ ROTARY DRILL ONLY. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A

REASONABLE CLEARANCE BETWEEN REINFORCEMENT AND THE DRIILED-IN ANCHOR. FILL ABANDONED HOLES w/ HIGH STRENGTH GROUT.

4. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE PERIODICALY DURING

ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE.

5. MINIMUM CONCRETE SCREW EMBEDMENT SHALL BE AS INDICATED ON THE DRAWINGS.

6. NO TESTING OF CONCRETE SCREWS IS REQUIRED. A VISUAL INSPECTION OF CONCRETE SCREW INSTALLATION IS REQUIRED AT EACH INSTALLATION LOCATION.

7. CONCRETE SCREWS PLACED IN CONCRETE SHALL BE SIMPSON TITEN HD OR HILTI KWIK HUS-EZ AND SHALL CONFORM TO ICC REPORT ESR-2173 OR ESR-3027, RESPECTIVELY.

CONCRETE SCREWS
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

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GENERAL NOTES
S0.0.3
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PIEDMONT

AQUATICS
21-103

REVISION

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PIEDMONT

COMMUNITY POOL

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94611
DATE:

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100% DESIGN DEVELOPMENT
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Attachmment A Agenda Report Page 71
LEGEND

INDICATES CONCRETE SLAB ON GRADEFILL TYPEMETAL DECK SPAN DIRECTIONMETAL DECK TYPE (NO FILL)INDICATES METAL DECK SPAN DIRECTIONMETAL DECK AND FILL TYPE (N) CONCRETE(E) CONCRETECMU (PLAN)CMU (DETAIL)EARTHGROUTSTEELPILE LENGTH 2 1/2
C1
P1
C1
ABV.

C1
BLW.

EDGE OF DEPRESSED SLAB. S.A.D. FOR DIMENSIONS

DOUBLER PLATE THICKNESS

DOUBLER PLATE LOCATION

MOMENT FRAME STEELSTEEL COLUMN TYPEBEARS ON THIS LEVEL

POSITIVE OR UPWARD CAMBER AT MID-SPANTOP OF BEAM ELEVATION WITH RESPECT TO TYPICAL TOP OF STEEL ELEVATIONTOP FLANGE WELDED CONNECTION (SFRS)

DOUBLE ROW BOLTED CONNECTION (SFRS)SPECIAL, SEISMIC RESISTING (SR)

MOMENT CONNECTIONNON-SEISMIC MOMENT CONNECTIONSIMPLE BEAM TO BEAM AND BEAM TO COLUMN CONNECTION

FULL-DEPTH STIFFENERHEADED STUD LAYOUT
DESIGNATES CONCRETE PILASTER TYPE.

DESIGNATES CONCRETE COLUMN TYPE.

STEEL COLUMN TYPE
TOP OF SLAB, WALL, ETC. ELEVATION

DESIGNATES FOOTING TYPE

AND ELEVATION

TOP OF FOOTING, GRADE BEAM, OR MAT SLAB ELEVATION WITH RESPECT TO TOP OF SLAB ELEVATION < >

SHEARWALL TIEDOWN TYPESHEARWALL DESIGNATION

NUMBER OF DOUBLER PLATES
DIAPHRAGM DESIGNATIONCONTINUOUS MEMBERSOLID BLOCKINGSTEEL COLUMN BELOW. CONNECTED TO BEAM ON THIS LEVEL INDICATES ROUND WEB PENETRATION 14" DIA.
24x12
DIAMETER IN INCHESINDICATES RECTANGULAR WEBPENETRATION, WIDTH x HEIGHTDIAGONAL BRACING ELEMENTDIAGONAL BRACING ELEMENT BELOWBRACED FRAME ELEMENT BELOW (C=1 1/2")
W16x26 [-8"]
F1

NUMBER OF PILESPILE SIZELENGTHPILE CAP TYPELENGTHBELL DIAMETER (FEET AND INCHES)DRILLED PIER TYPELENGTHDRILLED PIER TYPE PC1
CONCRETE GIRDER MARK. SEE SCHEDULE

BEAM TYPE
CONCRETE BEAM MARK. SEE SCHEDULE
G1-2B2-3
LEVEL
B1-1
G1-1

GIRDER TYPE

PIER OR PILE CAP TYPE

JOIST TYPE
JOIST MARK. SEE SCHEDULE
J1-1
J1-1
FLOOR
LEVEL
GB-1 GRADE BEAM TYPE
ONE-WAY SLAB MARK. SEE SCHEDULE
S3-1

LEVEL SLAB TYPE
A
1 A A
1 ALIGN

BRACE ABOVEBRACE BELOW
X

DENOTES ELEMENTS TO ALIGN
REBAR SIZENO. BARS
1 S1.01

SSTOP OF FOUNDATION STEP SYMBOL
LEVEL

ELEVATION

RAMP UP/DOWN
1 X
S-XXX
SLOPE

SEE SHEET

MATCHLINE
A101

T-HEAD REINFORCINGMECHANICAL COUPLER

MATCHLINE DESIGNATIONGRID DESIGNATION
A

RAMP DIRECTIONAL ARROWLEVEL DESIGNATOR

FRAMING / BUILDING ELEVATION
1 SX.XX

PARTIAL PLAN / DETAIL CALLOUTDETAIL / SECTION CALLOUT
POINTS TO LOWER ELEVATION.INDICATES SLOPE. ARROWHEAD
<1' - 0">
-1' - 0"
A MISC. DESIGNATOR

WALL TYPE DESIGNATOR
DETAIL NO.SHEET NO.DETAIL NO.SHEET NO.DETAIL NO.SHEET NO.

SLAB STEP IN ELEVATION

COLLECTOR ELEMENT BELOW

DOUBLE ROW BOLTED CONNECTION (NON-SEISMIC)BEAM TO WALL CONNECTIONCOMPRESSION FLANGE BRACING W1 WALL FRAMING DESIGNATION
BB1 BOXED BEAM DESIGNATION
X
INDICATES STRAPINDICATES NON-TYPICAL STRAP TYP., SEE -/-

INDICATES JOIST SPAN DIRECTION
J1
INDICATES EXTENT OF JOIST FRAMINGINDICATES JOIST FRAMING TYP.

INDICATES WALL FRAMING w/ TYP. SHEARWALL SHEATHING & FASTENING AINDICATES FULL-HEIGHT HSS IN WALL 1A 15' - 0"
1A 8' - 0" 15' - 0"
12" 5 15' - 0"
PC1 60
12 #10
S3-1
A
A
A
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

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ABBREVIATIONS,

SYMBOLS, &

SHEET LIST
S0.0.4
Owner

PIEDMONT

AQUATICS
21-103

ABBREVIATIONS
H. or HORIZ. HORIZONTALI.F. INSIDE FACEJT. JOINTJST. JOISTL.S. LAG SCREWLLH. LONG LEG HORIZONTALLLV. LONG LEG VERTICALMB MACHINE BOLTMAX. MAXIMUMMIN. MINIMUMN.S. NEAR SIDE(N) NEWN/A NOT APPLICABLEN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEO.C. ON CENTERO.W.S.J. OPEN WEB STEEL JOISTOP'G. or OPG OPENINGO.H. OPPOSITE HANDO.S.B. ORIENTED STRAND BOARDO.F. OUTSIDE FACEPJP PARTIAL JOINT PENETRATIONd PENNY (nail size, as in 10d)PL. PLATEPLY. or P.W. PLYWOODP.T. POST-TENSION or PRESSURE TREATEDRWD. REDWOODREINF. REINFORCINGREQ. REQUIREDR.A. RESIN ANCHORR.D. RESIN DOWELR.O. ROUGH OPENINGSECT. SECTIONS.A.D. SEE ARCHITECTURAL DRAWINGSS.C.D. SEE CIVIL DRAWINGSS.E.D. SEE ELECTRICAL DRAWINGSS.M.D. SEE MECHANICAL DRAWINGSS.P.D. SEE PLUMBING DRAWINGSSFRS SEISMIC FORCE RESISTING SYSTEMS.J. SEISMIC JOINTS.M.S. SHEET METAL SCREWSHT. SHEET(S)SIM. SIMILARS.B. SOLID BLOCKINGSPECS. SPECIFICATIONSSQ. SQUARESTAGG'D. STAGGEREDSTD. STANDARDSTL. STEELSTIFF. STIFFENERSYMM. SYMMETRICALT.B. TIE BEAMT&G TONGUE AND GROOVET&B TOP AND BOTTOMT.O.C. TOP OF CONCRETET.F.F. TOP OF FINISHED FLOORT.O.S. TOP OF STEELTYP. TYPICALU.A. UNDERCUT ANCHORU.O.N. UNLESS OTHERWISE NOTEDV.I.F. VERIFY IN FIELD(V) or VERT. VERTICALW.H.S. WELDED HEADED STUDW.T.S. WELDED THREADED STUDW.W.F. WELDED WIRE FABRICW/ WITHW/O WITHOUTW.S. WOOD SCREWW.P. WORK POINT

ABBREVIATIONS
BRBF
ABV. ABOVEALT. ALTERNATEA.B. ANCHOR BOLTA.R. ANCHOR ROD & AND@ ATB.S. BACK SIDEBM. BEAMBRG. BEARINGBLW. BELOWBTW. BETWEENBOTT. BOTTOMB.O. BOTTOM OFB.N. BOUNDARY NAILINGBRBF BUCKLING RESTRAINED BRACED FRAMEC.I.P. CAST-IN-PLACECTR'D. CENTEREDC.L. CENTERLINECLR. CLEARCOL. COLUMNCJP. COMPLETE PENETRATION JOINTCONC. CONCRETECMU CONCRETE MASONRY UNITC.S. CONCRETE SCREWCOND. CONDITIONCONN. CONNECTIONC.J. CONSTRUCTION JOINTCONT. CONTINUOUSD.B.A. DEFORMED BAR ANCHORDET. DETAILDIAG. DIAGONALDIA. or Ø DIAMETERDBL. DOUBLED.F. DOUGLAS FIRDWL. DOWELDN. DOWNDWG. DRAWING(S)EA. EACHE.F. EACH FACEE.S. EACH SIDEE.W. EACH WAYE.N. EDGE NAILINGEL. or ELEV. ELEVATIONEQ. EQUAL(E) EXISTINGE.P.S. EXPANDED POLYSTYRENEEXA EXPANSION ANCHORE.J. EXPANSION JOINTF.O.C. FACE OF CONCRETEF.O.S. FACE OF STUDF.O.W. FACE OF WALLF.S. FAR SIDEF.N. FIELD NAILINGFIN. FINISHFLG. FLANGEFLR. FLOORFTG. FOOTINGFDN. FOUNDATIONFRMG. FRAMINGGALV. GALVANIZEDG.L. GLU-LAMGR. GRADEG.B. GRADE BEAMH.S. HEADED STUDHDR. HEADERHSB HIGH STRENGTH BOLTHSS HOLLOW STRUCTURAL SHAPE

REVISION

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PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
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100% DESIGN DEVELOPMENT
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Attachmment A Agenda Report Page 72
2 3 4 5 6 7 8
ABE
CD
1 2 3 4 5 6 7 8
AB
CD
E
1 S4.0.1
2 S4.0.1
3 S4.0.1
4 S4.0.1
12" CONCRETE WALL, TYP.
8" CMU WALL, TYP.

W10X49 W10X49 W10X49 W10X49 W10X49 W10X49 W10X49
HSS6X6X1/2
W10X49W10X49
W10X49W10X49
W10X49 W10X49 W10X49 W10X49
W10X49W10X49
W10X49W10X49 W10X49
W10X49
5" S.O.G., TYP.

ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

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LEVEL 1 AND

FOUNDATION PLAN
S2.0.0
Owner

PIEDMONT

AQUATICS
21-103
1/8" = 1'-0" S2.0.0
1 LEVEL 1 AND FOUNDATION PLAN

REVISION

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APRIL 30, 2022
Attachmment A Agenda Report Page 73
2 3 4 5 6 7 8
ABE
CD
1 2 3 4 5 6 7 8
AB
CD
E
1 S4.0.1
2 S4.0.1
3 S4.0.1
4 S4.0.1
BOLTED BRACKETO CMU WALL, SPACED AT 9'-0" MAX.

HSS5x5 CONNECTED TO EMBED PLATE IN TOP OF WALL HSS8X8X1/4 ABV. HSS8X8X1/4 ABV. HSS8X8X1/4 ABV. HSS8X8X1/4 ABV. HSS8X8X1/4 ABV.

HSS5X5X1/4
ABV.

HSS5X5X1/4
HSS8X8X1/4 ABV.

ABV.

HSS8X8X1/4
ABV.

W16X31
W16X31
W16X31
W12X26
W12X26 W18X35
W16X31
W16X31
HSS10X4X1/4
W18X35
W18X35
W16X31
W16X31
W12X26
W12X26
W16X31W16X31
W12X26
W12X26
W18X35
W16X31
W16X31
W16X31
W16X31
W16X31
W16X31
W16X31
W16X31
W16X31
W16X31
W16X31
W16X31
W18X35 W18X35 W18X35 W18X35
W18X35 W18X35 W18X35 W18X35
W18X35
W12X26 W14X26
W21X44
W14X26
W14X26
W14X26
W18X35
W21X44
W12X26 W16X31 HSS10X4X1/4
W18X35
W10X33
W10X33
W10X33
W14X26
W12X26
W12X26
W18X35
W12X26W12X26
W18X35
W18X35 W18X35
HSS10X4X1/4
HSS10X4X1/4
HSS10X4X1/4
HSS10X4X1/4
HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4 HSS10X4X1/4HSS10X4X1/4HSS10X4X1/4HSS10X4X1/4
HSS10X4X1/4HSS10X4X1/4
HSS10X4X1/4
HSS10X4X1/4
HSS10X4X1/4
HSS10X4X1/4
HSS10X4X1/4
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

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ROOF LEVEL

FRAMING PLAN
S2.0.1
Owner

PIEDMONT

AQUATICS
21-103
1/8" = 1'-0" S2.0.1
ROOF LEVEL 1

REVISION

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APRIL 15, 2022
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Attachmment A Agenda Report Page 74
2 3 4 5 6 7 8
ABE
CD
1 2 3 4 5 6 7 8
AB
CD
E
1 S4.0.1
2 S4.0.1
3 S4.0.1
4 S4.0.1
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4HSS10X8X1/4HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4HSS10X8X1/4HSS10X8X1/4HSS10X8X1/4HSS10X8X1/4HSS10X8X1/4HSS10X8X1/4 HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4
HSS6X4X1/4
HSS6X4X1/4
HSS10X8X1/4
HSS6X4X1/4 HSS6X4X1/4 HSS6X4X1/4
HSS10X8X1/4 HSS10X8X1/4 HSS10X8X1/4
HSS10X8X1/4
HSS10X8X1/4 HSS10X8X1/4 HSS6X4X1/4
HSS10X8X1/4 HSS6X4X1/4 HSS6X4X1/4
HSS6X4X1/4HSS6X4X1/4HSS6X4X1/4 HSS6X4X1/4
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

HIGH ROOF LEVEL

FRAMING PLAN
S2.0.2
Owner

PIEDMONT

AQUATICS
21-103
1/8" = 1'-0" S2.0.2
HIGH ROOF LEVEL 1

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 75
LEVEL 1
0' - 0"

ROOF LEVEL
12' - 6 1/4"
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
B A
T. O PARAPET
+26' - 0"
T.O. LOWER TRELLIS
+20' - 6"
TERRACE T.O.S.
+12' - 0"

HIGH ROOF LEVEL
21' - 4"
T.O. PARAPET
25' - 0"
B A
LEVEL 2
10' - 0"
T.O. LOWER

TRELLIS
19' - 6"

ROOF / TERRACE LEVEL
TERRACE T.O.S. +12' - 6"
+12' - 0"
T.O. Stl.
12' - 0"
LEVEL 1
0' - 0"

ROOF LEVEL
12' - 6 1/4"
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
B A
T. O PARAPET
+26' - 0"
T.O. LOWER TRELLIS
+20' - 6"
TERRACE T.O.S.
+12' - 0"

HIGH ROOF LEVEL
21' - 4"
T.O. PARAPET
25' - 0"
B A
LEVEL 2
10' - 0"
T.O. LOWER

TRELLIS
19' - 6"

ROOF / TERRACE LEVEL
TERRACE T.O.S. +12' - 6"
+12' - 0"
T.O. Stl.
12' - 0"
LEVEL 1
0' - 0"

ROOF LEVEL
12' - 6 1/4"
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
5 6 7 8
T. O PARAPET
+26' - 0"
T.O. FLOOR -10' - 6"
T.O. LOWER TRELLIS
+20' - 6"
TERRACE T.O.S.
+12' - 0"
T.O.S. @ N/S WING
+12' - 3"

HIGH ROOF LEVEL
21' - 4"
T.O. PARAPET
25' - 0"
5 6 7 8
LEVEL 2
10' - 0"
T.O. LOWER

TRELLIS
19' - 6"

ROOF / TERRACE LEVEL
TERRACE T.O.S. +12' - 6"
+12' - 0"
T.O. Stl.
12' - 0"
LEVEL 1
0' - 0"

ROOF LEVEL
12' - 6 1/4"
LEVEL 1
+0' - 0"
TERRACE (T.O. PAVER)
+13' - 6"
T.O. UPPER TRELLIS
+23' - 6"
5 6 7 8
T. O PARAPET
+26' - 0"
T.O. LOWER TRELLIS
+20' - 6"
TERRACE T.O.S.
+12' - 0"
T.O.S. @ N/S WING
+12' - 3"

HIGH ROOF LEVEL
21' - 4"
T.O. PARAPET
25' - 0"
5 6 7 8
LEVEL 2
10' - 0"
T.O. LOWER

TRELLIS
19' - 6"

ROOF / TERRACE LEVEL
TERRACE T.O.S. +12' - 6"
+12' - 0"
T.O. Stl.
12' - 0"
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

SECTIONS
S4.0.1
Owner

PIEDMONT

AQUATICS
21-103
1/4" = 1'-0" S4.0.1
SECTION 1
1/4" = 1'-0" S4.0.1
SECTION 2
1/4" = 1'-0" S4.0.1
SECTION 3
1/4" = 1'-0" S4.0.1
SECTION 4

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 76
BAR
SIZE
45678
10 9
14 11

POSITION
CONCRETE 3,000 PSI CONC. 4,000 PSI CONC. 5,000 PSI CONC.

Ldh Ld Ls
TOP
OTHER
(NOTE 4)
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
11" 29" 22"14" 37" 28"17" 43" 33"22" 72" 55"20" 63" 48"25" 81" 62"28" 91" 70"31" 101" 78"38" 125" 96" 38"29"49"37"56"43"94"72"82"63"
106"
81"
***
10" 25" 19"12" 32" 24"15" 38" 29"19" 63" 48"17" 55" 42"22" 71" 54"24" 79" 61"27" 87" 67"33" 110" 84" 33"25"42"32"50"38"82"63"72"55"93"71"
***
9" 23" 17"
11" 29" 22"13" 34" 26"17" 56" 43"15" 50" 38"19" 63" 48"22" 71" 54"24" 78" 60"29" 98" 75" 30"23"38"29"45"34"73"56"65"50"82"63"
***
* SEE NOTE 5
Ldh Ld Ls Ldh Ld Ls
N O T E S :1. DEVELOPMENT LENGTH, (Ld) WHERE REQUIRED IN DRAWINGS AND FOR SPLICE CALCULATION SHALL BE CALCULATED PER ACI 318R.

2. CLASS "B" SPLICES (Ls) SHALL BE USED TYPICALLY, U.O.N. ON DRAWINGS.3. ALL WALL HORIZ. REINF. ARE TOP BARS.4. ALL BARS ARE TOP BARS UNLESS DIMENSION "A" IS LESS THAN 12".5. USE MECHANICAL COUPLERS TO SPLICE BAR SIZES NO. 10 AND GREATER.

MECHANICAL COUPLERS OPTIONAL FOR NO. 7-NO. 9 BARS.

6. FOR #3 TO #11 BAR.:

MULTIPLY Ldh BY 0.7 WHERE MORE THAN 2" COVER IS MAINTAINED, BUT THE LENGTH MUST NOT BE LESS THAN 8bd OR 6".

7. MULTIPLY TABULATED VALUES BY 1.3 FOR LIGHTWEIGHT CONCRETE.8. ALL ADJACENT LAP SPLICES SHALL BE STAGGERED THE GREATER OF 3'-0" OR Ls WHERE THE DISTANCE IS MEASURED FROM CENTER-TO CENTER OF Ls U.O.N.

9. THIS TABLE APPLIES FOR GRADE 60 REBAR.

Ld = DEVELOPMENT
LENGTH
Ldh = HOOK DEVELOPMENT
LENGTH
Ls = LAP SPLICE
LENGTH
"A"
"A"
REQ'D. MIN.
2" COVER
"A"
Ld Ldh Ls
NOTE 4
NOTE 6
NOTE 5
NOTE 5
NOTE 5

LONGITUDINAL REINFORCEMENTREVEAL OR OTHER INSET SURFACE FEATURESMECHANICAL COUPLERTRANSVERSE REINFORCEMENTT-HEAD SECTION THROUGH TYP.

CONCRETE MEMBER
NOTE 1
NOTE 3
NOTE 2
N O T E S :1. CLEAR SPACE BETWEEN ADJACENT REINFORCEMENT SHALL NOT BE LESS THAN 1 OF THE LARGER OF THE BARS, 1" (11/2" IN COLUMNS), AND 1 AGGREGATE SIZE.CLEAR SPACE BETWEEN REINFORCEMENT SHALL BE MAINTAINED AT CONTACT LAP SPLICES. MECHANICAL COUPLERS SHALL BE CONSIDERED AS PART OF THEREINFORCEMENT.

2. CLEAR SPACING BETWEEN PARALLEL LAYERS OF REINFORCEMENT INCLUDING LAP SPLICES AND MECHANICAL COUPLERS SHALL BE A MINIMUM OF 1" OR GREATER UNLESS OTHERWISE SHOWN.

3. MAINTAIN VERTICAL ALIGNMENT OF LAYERED PARALLEL REINFORCEMENT IN BEAMS AND SLAB.

4. NEST LONGITUDINAL BARS IN TRANSVERSE BAR BENDS AND HOOKS.5. CONCRETE COVER SHALL BE MEASURED FROM FACE OF CONCRETE INCLUDING REVEALS OR OTHER SURFACE FEATURES TO FACE OF REINFORCEMENT, MECHANICAL COUPLERS, OR HEADED BARS. ADHERE TO THE SCHEDULE IN THE GENERAL NOTES FOR MINIMUM CONCRETE COVERS FOR CAST-IN-PLACE CONCRETE.

6. ADJUST CAGE SIZE WHERE COVER IS CONTROLLED BY REINFORCEMENT BAR OF LARGER SIZE THAN TIE SET REINFORCEMENT.

7. THIS CONDITION INCLUDES CONCRETE CAST AGAINST WATERPROOFING MEMBRANES.

MECHANICALCOUPLERSPLICE BAR
BAR SIZE BEND DIA.
#3 TO #8 6 BAR DIA.
#9 TO #11 8 BAR DIA.
#14 & # 18 10 BAR DIA.

MAX. SLOPE IF OFFSETS REQUIRED
6 1
DIA.

BEND
BAR
DIA.

DIA.
12 BAR
2 1/2" MIN.
4 BAR DIA.,

MAIN REINFORCEMENT

STIRRUPS AND TIES
6 BAR DIA. OR 2 1/2" MIN.
12 BAR DIA. FOR #6, #7, #8)
DIA.

BEND
DIA.

BEND 6 BAR DIA. OR 3"MIN. 135°
FOR 180° HOOK, SEE MAIN REINF.

BAR SIZE BEND DIA.
#3 TO #5 4 BAR DIA.

OTHERS SAME AS FOR
MAIN REINF.

CHAMFER

EDGE DRIP

CHAMFER ALL EXPOSED CORNERS
3/4"
3/4"
TYPICAL ALL EXPOSED CORNERSN O T E S :1. CHAMFER NOT REQUIRED

AT TOP OF SLAB POURS,
S.A.D.

2. S.A.D. FOR CORNER
TREATMENTS OTHER THAN CHAMFERS.

BOTTOM EDGE
3/4"

AS SHOWN
1 1/2" OR 3/4"

SINGLE STIRRUP (S)

DOUBLE STIRRUP (D)

CLOSED TIE

GRADE BEAM
SINGLE CROSSTIE135° HOOKS TYP.SINGLE CROSSTIE135° HOOKS TYP.CROSSTIEWHERE OCCURS135° HOOKS TYP., TYP. U.O.N. 40 BAR DIA. LAP

SEE SINGLE STIRRUP
ABOVE

TYPICAL CROSSTIE
C R O S S T I E N O T E S :

A. SIZE AND SPACING TO MATCH
STIRRUPS OR TIES, U.O.N.

B. FOR JOISTS AND BEAMS: WHERE SLAB

OCCURS ON BOTH SIDES OF MEMBER,
ALTERNATE PLACEMENT OF 135° HOOK AT EACH CONSECUTIVE CROSSTIE.

WHERE SLAB OCCURS ON ONE SIDE ONLY, PLACE THE 135° HOOK ON THE SIDE WITHOUT SLAB AT EACH CONSECUTIVE CROSSTIE.

C. FOR COLUMNS: PLACE CROSSTIES AS
SHOWN ON COLUMN SCHEDULE.

ALTERNATE PLACEMENT OF HOOK FOR
EACH CONSECUTIVE TIE.

N O T E S :1. FOR SIZE & SPACING OF STIRRUPS SEE CONCRETE DETAILS.2. FOR TYPICAL BAR HOOKS & BENDS, SEE "TYPICAL BAR HOOKS AND BENDS" DETAIL. 135° HOOK90° HOOK

SLAB ON GRADE, SEE PLAN
#4 @ 18" O.C.IN ADDITION TO GRADE BEAM REINFORCEMENT
12" 12"

FOR GRADE BEAM DIMENSIONS, SEE PLAN
GRADE BEAM, SEE FOUNDATION PLAN FOR REFERENCES.TYPICAL KEYOPTIONAL HOOKS CONCRETE SLAB, SEE PLANREINF. AT MID-DEPTH, #4@12" E.W., MIN., U.O.N. SEE PLANCONCRETE BLOCK CHAIRS (DOBIES)4" CAPILLARY ROCKFILL (SEE SPECIFICATIONS)MOISTURE BARRIER, 15 MIL. MIN. (SEE SPECIFICATIONS)SUBGRADE (SEE SPECIFICATIONS)SEE PLANS FOR LOCATIONS USED.R T/2 CONT. KEY
1st POUR 2nd POUR
3/4" TYPICAL
REINFORCINGDOWELS TO MATCH SLAB REINF.

BURKE "KEY KOLD" OR EQUAL, OR FORMED WITH WOOD CONSTRUCTION JOINT CONSTRUCTION JOINT

CONTROL JOINT
T/4 T
9" 6"
T/4
T
SAWCUT CONTROL JOINT*VAPOR BARRIER
* SAWING MUST OCCUR AS SOON AS CONCRETE SURFACE IS FIRM ENOUGH SO CONCRETE WILL NOT BE DAMAGED, BUT NOT LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN POURED.

Ld
TYP.

CONSTRUCTION JOINT (C.J.)
CONTROL JOINT, SEE CONTROL JOINT DETAIL AND SPECS.
1 2 1 2 1

STRIP POUR PATTERN
N O T E :THERE SHALL BE A MINIMUM OF 48 HOURS BETWEEN POURS 1 & 2

SEE SPECS FOR
MAX. SPACING OF

CONTROL JOINTS
SLAB ON GRADE, SEE PLAN#4 @12" O.C., E.W.

AT MIDDEPTH
#4 NOSING BAR, TYP.S.A.D. FOR STAIR DIMENSIONS, TYP.
5"MIN. LAP Ls
#4 @12" O.C., E.W. MIN., TYP.

AT MIDDEPTH
0"
TYP. .

DEPTH 12"
TRENCH MAX.

TRENCH
"T"

SEE PLAN
"T"
1 1
2 2
MIN.
8"
MAX. SLOPETYPICAL REINFORCINGFOR GRATING AND GRATING SUPPORT DETAILS S.A.D.

Ls, (TYP.)
SAME SIZE AND SPACING AS TYP. REINFORCING

FOR TRENCH LOCATIONS AND SIZE, SEE PLANS AND/OR APPLICABLE ARCH., MECH. AND ELECTRICAL DRAWINGS.

SECTION
PLAN
3" MINIMUM AND SUFFICENT TO INSTALL GROUTCOLUMN BASE PLATEWHEN DIMENSIONS OF BLOCKOUT EXCEED 2'-6" EACH WAY, REINFORCE WITH #4 AT TOP 1'-0" MIN. LAP

SLAB REINFORCEMENT, SEE PLAN
SLAB ON GRADE CONSTRUCTION JOINTFILL WITH CONCRETE AFTER SLAB IS CAST AND COLUMN BASE P.L. IS GROUTED.TOP OF FOUNDATION MIN.
3" GROUT UNDER BASE P.L. (ANCHOR BOLTS AND FTG. NOT
SHOWN)

SLAB ON GRADE, SEE PLANEXPANSION JOINT FILLER WHERE WALL OCCURS OPTIONAL 180° HOOK
TOP OF FOUNDATION OR COMPACTED SUBGRADE 2- #5 CONT.
1' - 0"
MIN.
1 6
"D"
SEE PLANS AND/OR ARCH. DWGS. FOR LOCATION & DEPTH OF DEPRESSIONS "D" FOR "D" LESS THAN OR EQUAL TO 3"
FOR "D" GREATER THAN 3" (12" MAX.)
TYPICAL SLAB REINF.
8" MIN. 12"
"D"
SEE ARCH DRAWINGS FOR EDGE CONDITIONS #4 T&B CONT. TYPICAL SLAB REINF.SAME SIZE

AND SPACING AS TYPICAL
REINF.
24"
24"
8" MIN. 24"
1st POUR 2nd POUR
CONSTRUCTION JOINTTO BE MADE IN MIDDLE 1/3 OF SPAN

TOP AND BOTTOM REINFORCING CONTINUOUS
T/2

KEY DETAIL
SEE TYPICAL CONT.

ROUGHEN AND CLEAN BEFORE MAKING 2ND POUR (SEE SPECIFICATIONS)

SEE TYPICAL INTERMITTENT KEY DETAIL
T
C.L. COLUMN
PLAN
NOTE:REINF. NOT SHOWNFOR CONSTRUCTION JOINT LOCATIONS, SEE ELEVATIONS.

ELEVATION
H
D
EQ.
12' MAX.

H/2 EQ.

EQ.
12" MAX.

D/2EQ.
1/2" KEY
TOP OF FDN. OR

WALL BELOW
T
T/3 T/3 T/3
T
T/2

EXTERIOR FACE

ROUGHEN
(NOTE 2)
WATER SEAL, S.A.D.
1 1/2"
INTERMITTENT KEY1 1/2"xT/3 (T > 12")
CONT. KEY1 1/2"xT/3 (T > 8")

ALL OTHER WALLS EXTERIOR - BELOW GRADE

HORIZONTAL CONSTRUCTION JOINT - SECTION

VERTICAL CONSTRUCTION JOINT - PLAN
CONT. KEY (FOR T > 8") INTERMITTENT KEY 1 1/2"x6xT/3 @12" O.C.

FOR WALLS OF THICKNESS T GREATER THAN 12" PROVIDE INTERMITTENT KEYS

SECOND POUR FIRST POUR T
T/3 T/3 T/3
1 1/2" 1 1/2"
N O T E S :1. KEYS WHERE REQUIRED SHALL BE FORMED NOT STAMPED (SEE SPECS.). 2. ALL HORIZONTAL JOINTS: FOLLOWING CURE OF LIFT BELOW, SAND BLAST TO 1/4" AMPLITUDE, OR APPLY RETARDER DURING POUR AND CLEAN JOINTWITH AIR AND WATER.

3. PROVIDE CONTINUOUS KEYS FOR WALLS GREATER THAN 8" THICK. PROVIDE CONTINUOUS & INTERMITTENT KEYS FOR WALLS GREATER THAN 12" THICK.

4. WHERE APPROVED BY THE ENGINEER, INTERMITTENT KEYS MAY BE

REPLACED BY ROUGHENING TO UNIFORM EXPOSE LARGE AGGREGATE OVER THE ENTIRE JOINT SURFACE.
1 1/2"
2nd POUR
TOP OF WALL POUR OR TOP OF FOOTING AT BASE OF WALLVERT. C.J. 2nd POUR

ROUGHEN & CLEAN
ALL C.J. SURFACES
(SEE SPECIFICATIONS)
Ls
Ls
HORIZ. C.J.

FOR CONSTRUCTION JOINT LOCATIONS SEE SPECIFICATIONSEXTEND BEAM REINF. THROUGH C.J. TOP AND BOTTOM"D" LESS THAN OR EQUAL TO 2' - 0""D" GREATER THAN 2' - 0" 1 1/2" KEY x 1/2 B LONG
1 1/2" KEY x 1/2 B LONG
D/3D/5
D: BEAM / GIRDER DEPTHB: BEAM / GIRDER WIDTH
CONCRETE SLAB, SEE PLANT&B REINF, SEE PLAN T CONCRETE BLOCK CHAIRS(DOBIES)4" CAPILLARY ROCK FILL(SEE SPECIFICATIONS)MOISTURE BARRIER 15 MIL. MIN., (SEE SPECIFICATIONS)SUBGRADE (SEE SPECIFICATIONS)SEE PLANS FOR LOCATIONS USED. 1" INTERIOR
2" EXTERIOR
2"
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL

CONCRETE

DETAILS
S5.0.1
Owner

PIEDMONT

AQUATICS
21-103
S5.0.1
TYPICAL REINFORCING BAR LAP LENGTH SCHEDULE AND NOTES 1 S5.0.1
TYPICAL CONCRETE REINFORCEMENT COVER, CLEARANCE AND 2

ALIGNMENT REQUIREMENTS
S5.0.1
TYPICAL BAR HOOKS, BENDS AND 3OFFSET
S5.0.1
TYPICAL CONCRETE EDGE 4DETAILS
S5.0.1
TYPICAL STIRRUPS AND TIES 7
S5.0.1
TYPICAL SLAB ON GRADE AT 8GRADE BEAM
S5.0.1
TYPICAL SLAB ON GRADE 9
S5.0.1
TYPICAL INTERIOR SLAB ON 10GRADE JOINTS
S5.0.1
TYPICAL SLAB ON GRADE POUR 11PATTERN
S5.0.1
TYPICAL CONCRETE STAIR ON 12GRADE
S5.0.1
TYPICAL TRENCH AT SLAB ON 17GRADE
S5.0.1
SLAB ON GRADE BLOCKOUT AT 14STEEL COLUMN
S5.0.1
TYPICAL SLAB ON GRADE EDGE 15
S5.0.1
TYPICAL DEPRESSED SLAB ON 16GRADE DETAILS
S5.0.1
TYPICAL SUSPENDED SLAB 18CONSTRUCTION JOINT
S5.0.1
TYPICAL COLUMN 19CONSTRUCTION JOINT
1" = 1'-0" S5.0.1
TYPICAL CONSTRUCTION JOINTS AT CONCRETE WALLS 20
S5.0.1
TYPICAL WALL CONSTRUCTION 23JOINTS REINFORCING DETAIL
S5.0.1
TYPICAL BEAM, GIRDER & GRADE 22BEAM CONSTRUCTION JOINTS S5.0.1
TYPICAL SLAB ON GRADE - 13DOUBLE MAT

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 77
TYP. S.O.G.

REINF.
1 S.A.D.

TYP.

Ls
10" TYP.
1' - 2"
TYP.
1' CLR.

TYP.
2" CLR.
#5@12", E.W., E.F., TYP.#5@12", E.W., T&B
1" CLR.
3" CLR.
4' - 0" 12"

SUMP PIT WHERE REQ'D, SEE
1 1
16 S5.0.2
#

PIT WALL

DOWELS TO MATCH WALL OR SLAB BARS, SIZE & SPACING
Ls
1 1/2"
MIN. MIN.
3"
MIN.
1' - 0"
FT. SEE PLAN REINF. NOT SHOWN

SEE FOR NOTES NOT SHOWN
11 S5.0.2
PROVIDE 6" SUPPORT WALLS AROUND ALL SIDES OF RAISED FLOOR, TYPICAL, U.O.N.

S.A.D. 6"
6' - 0" MAX.

TYP.
2' - 0"
CLR.
1" FORM IFF

ACCESSIBLE
OR USE E.P.S. FILL, TYPICAL
(N) OR (E) SLAB

FOR LOCATIONS USED, SEE PLANS
6"
#4 @ 12" O.C. TYPICAL#4 @ 12" O.C.
t SLAB
t SLAB - 2", 3" MIN. MIN.
8"
MIN. 5"
#4 @ 12" O.C.
#4 @ 12" O.C., E.W. BOTTOM REINFORCING
#4 @ 12" O.C. AT
ALL SUPPORTS #4 @ 12" O.C.

TYP.
6"

ADD INTERMEDIATE SUPPORT
WALLS AS REQUIRED TO MAINTAIN MAX. CLEAR SLAB SPAN OF 6'-0" #4 @ 12" O.C.NOSING, SEE SPECIFICATIONSSTAIR PROFILE, S.A.D.#4 AT EACH TREAD 2'-0"
FOR TERMINATION WHERE HEIGHT AT END GREATER THAN 6"

AT SIDES WHERE
HEIGHT GREATER THAN 6"

REINFORCEMENT, SEE
Ls
HEIGHT
6" MAX.

WHERE DEPTH OF (N) CONCRETE EXCEEDS 6", POUR SLAB OVER POLYSTYRENE FILL, SEE SLOPE, S.A.D.
6x6 W2.9xW2.9 W.W.FCHIP (E) SLAB 1" DEEP,

APPLY EPOXY BONDING AGENT
(N) OR (E) SUSPENDED SLAB
#3 R.D. @24 O.C. E.W.

FOR LOCATIONS USED, SEE FRAMING PLANS
1" MIN.
9 S5.0.2
9 S5.0.2
S5.0.2
9 Ls .
0" (TYP.)
D
H
1' - 6" MAX
TYP. STEP

REMOVE ALL EARTH LOOSENED IN EXCAVATION AND FILL WITH CONCRETE 2 2H 1
MAX. SLOPE
D
D
OPTIONAL TOP OF FTG.DOWELS TO MATCH HORIZONTAL REINF.FOR REINF. SEE SECTIONS S.A.D.

S.A.D.
12" LAP MIN.

SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND EDGE CONDITIONS. #3 AT 12" O.C.
2" MIN., TYP.
#4 VERTICAL EACH CORNER (NO DOWEL REQUIRED)
PLAN

SECTION
TOP OF CONCRETE SEE ARCH. DRAWINGS

STEEL COLUMN

TOP OF SLAB
Ls
Ls
TYP.
0"
#6 UNLESS OTHERWISE NOTED(3 TOTAL)

TERMINATE INSIDE
TYPICAL BARS w/ STD. HOOKHORIZONTAL REINFORCINGBEND HORIZ. TYP. UNLESS OTHERWISE SHOWN NO LAP w/ TYP. HORIZ. BARSw/ IN DIST. s FROM WALL FACE
Ls

DOUBLE CURTAIN
2-#6 EACH FACE, UNLESS OTHERWISE NOTED, TYPICALTYPICAL HORIZONTAL REINFORCING Ls Ls
TYP. #6
0"
Ls

CORNER INTERSECTION SINGLE CURTAIN

TYPICAL VERTICAL STEEL NOT SHOWN

BAR INTERSECTIONS SHOWN APPLY TO ALL SINGLE AND DOUBLE CURTAIN INTERSECTIONS AND TO ALL VARIATIONS OF VERTICAL AND HORIZONTAL REBAR POSITIONS

END OR EDGE ALTERNATE

END DETAIL

ALTERNATE

END DETAIL
#6 MIN.

STANDARD HOOK
#5 U-BAR. SAME SPACING
AS HORIZ. BARS
#5 U-BAR. SAME SPACING
AS HORIZ. BARS
Ls
2-#6, MIN.

Ls
#6TYPICAL HORIZONTAL REINFORCING

SAME SIZE AS TYPICAL VERTICAL REBAR
USER NOTE:DRAW STANDARD 90 DEG AND 180 DEG HOOKS TO SCALE. THEY MAY NOT FIT IN THE WALL. MAKE U-BAR LARGER IF REQUIRED, I.E. BARS NEED TO BE DEVELOPED WITHIN Ld OF END OF WALL.

WALL

THICKNESS BARS EACH WAY POSITION
6" #4 AT 12" o.c. SINGLE CURTAIN
ABOVE REINFORCING SHALL APPLY UNLESS OTHERWISE NOTED.

MINIMUM CONCRETE WALL REINFORCING
7" #4 AT 10" o.c. SINGLE CURTAIN
8" #4 AT 10" o.c. SINGLE CURTAIN8" #4 AT 18" o.c. DOUBLE CURTAIN9" #4 AT 16" o.c. DOUBLE CURTAIN 10" #4 AT 16" o.c. DOUBLE CURTAIN12" #4 AT 12" o.c. DOUBLE CURTAIN14" #4 AT 10" o.c. DOUBLE CURTAIN

STIRRUPSBEAM SEE PLAN

SEE PLAN
AT BEAM . Ls, TYP.

Ls, TYP.

AT BEAM
BAR SPACING, TYP.
1/2" BASIC SLAB

P R I O R I T YP R I O R I T Y

AT WALLAT WALL
CONCRETE WALL (TYP.)
TYP.

Ls SEE PLAN

TYPICAL TOP BAR SLAB WALL DOWEL TO MATCH SLAB TOP BARS
TYPICAL BOTTOM BAR SLAB WALL DOWEL TO MATCH SLAB BOTTOM BARSSLAB WALL DOWELS TO MATCH SLAB BARS, TYP.SEE PLAN

TOP BAR UP AT CONTRACTOR'S OPTION
1/2 BASIC SLAB BAR SPACING, TYP.

Ls, TYP.

TYP.

Ls,

WHICHEVER
4' - 0" OR Ls

IS GREATEST
MIN. SPACING
ALT. SPLICES
TYPICAL WALL REINFORCINGHORIZ. REINF. TYPICAL LAP Ls
PAD
CURB

CAST IN PLACE DOWELS DRILLED DOWELS
REFER TO EQUIP.DETS. FOR

ANCHORAGE
REQUIREMENTS10 BOLT DIA. OR 8" MIN., WHICHEVER IS GREATER

ROUGHEN SURFACE
#4 AT 18" O.C., E.W.
#4
AT 36"
#3 R.D. @ 18" E.W.

U.O.N.
*4" MIN.
*8" MAX.
3" MIN.
12" MAX., U.O.N.
*6" MIN.,
ANCHOR 3/4"
MAX. REFER TO EQUIP. DETS.
(2) - #4
MAX.
12"
8" BOLT DIA. OR MIN., WHICHEVER IS GREATER
8 BOLT DIA. OR 6" MIN., WHICHEVER IS GREATER
12" MIN., 18" MAX
ANCHOR
(4) - #4 (TYP.)#4 DOWEL OR (2) - R.D.

AT 18" O.C. (TYP.)
2-#4 MID HEIGHT

THICKEN
TO 6" MIN
#4 DOWEL OR R.D. @ 18" O.C.* SEE MECHANICAL, ELECTRICAL OR ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. (NOTE: COORDINATE HEIGHT OF PAD OR CURB WITH ANCHOR BOLT EMBEDMENT REQUIREMENTS.) *24" MAX.
*
*
6" MIN., TYP.
1 1
#
t
t / 2 MIN.
(2) - #7 FULL HEIGHT OF WALL, TYP. U.O.N.

RECESS
WALL
TYP.

Ls
ADD HORIZ. WALL
REINF. AT 6" O.C. TYPICAL SIZE
TYP. VERTICAL REINF.

TYPICAL HORIZ. WALL REINF. TYP. VERTICAL BARS NOT SHOWN AT RECESS GREATER THAN 1/3 WALL THICKNESS PROVIDE
TYPICAL OPENING REINFORCEMENT.
#4 BAR, LAP w/ SLAB BARS6"ØPIPE OR HSS6x6x3/8 FILLED w/ CONCRETE#4 BAR, LAP w/ SLAB BARSTIES3/4"Øx4" LONG STUDS @12" O.C., EA. FACE#4 @8" O.C.VERT. BARS SQUARE
24"
4' - 6" S.O.G.

SECTION
PLAN
1'-0"
CJP
3/4"
CLR.

Pu = 5,400 lbs.

DROP FORGED EYE BOLT OR OTHER COMPONENT OF EQUIVALENT STRENGTH HAVING AT LEAST 2" INSIDE DIAMETER CLOSED EYE, BY TRADE CONTRACTORGALV. 6"Ø STD. MIN.GLAV. PL. 1/2x12x1'-0" w/(4)-3/4"Øx6" WELDED STUDS (2) - #5 x 5'-6" ADD BARS T&B, E.W., TYP.(2) - #4@ 6" O.C. 12"
N O T E: 12"HOT DIP GALVANIZE PIPE & CAP
T.O.C.

TYP.
2" 8"
GALV. PL. 5/8x6x6
24" MAX.
1/41/41/4
PLAN
SEE PLANS FOR SUMP PIT DIMENSIONSSLABTYPICAL SLAB REINF. NOT SHOWN, SEE PLANPOUR TO FOOTING BELOW IF ONE EXISTS AND IS WITHIN 6"
#4 AT 12" E.W. Ls(2 MIN. E.W.)LAP WITH TYP. SLAB REINF. 1"6" ALL AROUND
#4 AT 12" (2 MIN.)
6" MIN.

TYPICAL SLAB

EXPANSION JOINT WITH PREMOLDED JOINT FILLER

INTERMEDIATE JOINTS

EDGE JOINTS
1/2"
2"
6" 9"
1/2"

SEE PLANS FOR LOCATIONS

BUILDING WALL, FOOTING OR CURB
SMOOTH DOWELS, APPLY BOND BREAKER TO ONE END TO ALLOW MOVEMENT. DOWELS TO BE HOT DIPPED GALVANIZED OR 304 STAINLESS STEEL.

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL

CONCRETE

DETAILS
S5.0.2
Owner

PIEDMONT

AQUATICS
21-103
S5.0.2
ELEVATOR PIT SECTION 11
S5.0.2
TYPICAL ELEVATOR PIT SECTION 15

AT FOOTING
S5.0.2
TYPICAL RAISED FLOOR AND/OR MISCELLANEOUS CONCRETE STEPS 9 S5.0.2
TYPICAL SLOPED CONCRETE FILL AT INTERIOR RAMP TRANSITIONS 10 S5.0.2
TYPICAL STEPPED WALL 16FOOTINGS (LARGE FOOTINGS) S5.0.2 TYP. NON-STRUCTURAL CONC. 20ENCASEMENT OF STEEL COLUMN
1" = 1'-0" S5.0.2
TYPICAL PLAN VIEWS OF CONCRETE WALLS AND FOOTINGS 1
1" = 1'-0" S5.0.2
MINIMUM CONCRETE WALL 2REINFORCING
1" = 1'-0" S5.0.2
TYP. SLAB DETAILS AT WALLS/BEAMS 3
1" = 1'-0" S5.0.2
TYPICAL WALL REINFORCING 6
1" = 1'-0" S5.0.2
TYPICAL CONCRETE EQUIPMENT 4SUPPORTS S5.0.2
TYPICAL WALL RECESS DETAIL 5
1" = 1'-0" S5.0.2
TYPICAL CONSTRAINED BOLLARD 17
1" = 1'-0" S5.0.2
TYPICAL FALL PROTECTION 18REINF. AT CONCRETE SLAB
1" = 1'-0" S5.0.2
TYPICAL SUMP PIT DETAIL 19
S5.0.2
TYPICAL EXTERIOR PAVING SLAB 21ON GRADE EXPANSION JOINTS

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 78
TOP FOOTING REINF.,
(IF ANY) SEE SHEDULE GRADE BEAM REINF. TO RUN

THRU FOOTINGSLAB BLOCKOUT

ANCHOR ROD
BOTTOM FOOTING REINF. TO RUN THRU FOOTING, SEE PLAN
H
PLAN
SEE FNDN.

N O T E S :1. SEE FOUNDATION PLANS FOR FOOTING MARK LOCATIONS.2. SEE BASE PLATE DETAILS FOR ANCHOR ROD DETAILS.3. SEE SHEET FOR TYPICAL CONCRETE DETAILS AND ADDITIONAL FOUNDATION DETAILS.

4. ALL FOOTINGS AND GRADE BEAMS ARE CENTERED ON GRID LINES UNLESS DIMENSIONED OTHERWISE ON PLAN DETAILS.

FOOTING
3" CLR. --- Grid Grid
L
L/3 L/3 L/3
FTG
2" TYPICAL TIE SPACING 2"
FTG
N O T E S :1. MAKE LONGITUDINAL BARS AS LONG AS PRACTICAL, STAGGER LAP SPLICES.2. LOCATE GRADE BEAM REINFORCING TO CLEAR FTG REINFORCING, ANCHOR BOLTS AND PIPE SLEEVES.

SEE STRUCTURAL DETAILS AND PLUMBING DRAWINGS, TYPICAL.
0"
0"
Ls STAGGER SPLICE

EVERY OTHER BAR
'Ldh' MIN
CONTRACTOR OPTION TO OMIT STD. HOOKS IF THIS DISTANCE > "Ld" DETAIL A: G.B. W/ CONSTANT ELEVATION
Grid
Grid
L
L/3 L/3 L/3
FTG
FTG
N O T E S :1. SEE DETAIL A FOR INFO NOT SHOWN
'Ldh' MIN
ALIGN T.O. FDN. &
T.O. G.B.
'Ld' MIN
DETAIL B: G.B. W/ SLOPING ELEVATION
C.L. WALL
TOP OF GRADE BEAMLONG. TOP REINF.*SIDE BARS*, EQUALLY SPACEDLONG. BOTT. REINF.*TRANSVERSE BOTT. REINF.* *N O T E : SEE GRADE BEAM SCHEDULE
W* - SEE SCHEDULE
CLR. +1" (E/W)
CLR. (N/S)
CLR. +1" (N/S)
CLR. (E/W)

SEE SCHEDULE
H*
SLAB DOWELS MATCH SIZE AND SPACING OF SLAB REINF. TYP.TRANS. TOP REINF.* TOP OF S.O.G.

SLAB DOWELS MATCH SIZE AND SPACING OF SLAB REINF. TYP.TRANS. TOP REINF*TOP. OF S.O.G.

C.L. WALL AND G.B. U.O.N.T.O. S.O.G. WHERE OCCURS
T.O. GRADE GRADE BEAM
LONG. TOP REINF.*SIDE BARS*, EQUALLY SPACEDLONG. BOTT. REINF.*TRANSVERSE BOTT. REINF.* *N O T E : SEE GRADE BEAM SCHEDULE
W* - SEE SCHEDULE
E.Q. E.Q.

CLR. +1" (E/W)
CLR. (N/S)
CLR. +1" (N/S)
CLR. (E/W)

SEE SCHEDULE
H*

TOP OF GRADE BEAM
LONG. TOP REINF.*SIDE BARS*, EQUALLY SPACEDLONG. BOTT. REINF.*TRANSVERSE BOTT. REINF.* *N O T E : SEE GRADE BEAM SCHEDULE
W* - SEE SCHEDULE
CLR. +1" (E/W)
CLR. (N/S)
CLR. +1" (N/S)
CLR. (E/W)

SEE SCHEDULE
H*
(2) - SLAB DOWELS MATCH SIZE AND SPACING OF SLAB REINF. TYP.TRANS. TOP REINF.* TOP OF S.O.G.

SLAB DOWELS MATCH SIZE AND SPACING OF SLAB REINF. TYP.TRANS. TOP REINF*TOP. OF S.O.G.

C.L. G.B. U.O.N.T.O. S.O.G. WHERE OCCURS
T.O. GRADE GRADE BEAM
LONG. TOP REINF.*
SIDE BARS*, EQUALLY SPACEDLONG. BOTT. REINF.*TRANSVERSE BOTT. REINF.* *NOTE: SEE GRADE BEAM SCHEDULE
W* - SEE SCHEDULE
E.Q. E.Q.

CLR. +1" (E/W)
CLR. (N/S)
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

FOUNDATION

SCHEDULES &

DETAILS
S5.0.3
Owner

PIEDMONT

AQUATICS
21-103
S5.0.3
GRADE BEAM SCHEDULE 2

RECTANGULAR FOOTING SCHEDULE

MARK B L H
BOTT.

REINF. EA.

WAY
TOP
REINF. EA.

WAY REMARKS
F1 4' - 0" 4' - 0" 2' - 0"

CONCRETE BEAM SCHEDULE
MARK
WIDTH
B
HEIGH
T H
TOP REINF. SIDES
EACH
FACE
BOTT. REINF. STIRRUPS

REMARKS
COVER
(IN.)
UPPER
LAYER
LOWER
LAYER
TYP.

BARS
ADD
BARS
COVER
(IN.)
UPPER
LAYER
LOWER
LAYER
TYP.

BARS
ADD

BARS SIZE TYPE SPACING
1" = 1'-0" S5.0.3
TYPICAL COLUMN RECTANGULAR FOOTING WITH GRADE BEAMS 1
1" = 1'-0" S5.0.3
TYPICAL GRADE BEAM ELEVATION 3
1" = 1'-0" S5.0.3
TYPICAL PERIMETER GRADE 4
1" = 1'-0" S5.0.3 BEAM SECTION
TYPICAL GRADE BEAM SECTION 5

PILE CAP SCHEDULE

MARK W L DEPTH

LONGITUDINAL

REINFORCING

TRANSVERSE

REINFORCING

TOP BOTTOM TOP BOTTOM REMARKS
1" = 1'-0" S5.0.3
TYPICAL PERIMETER GRADE 16BEAM SECTION 1" = 1'-0" S5.0.3 TYPICAL GRADE BEAM SECTION 12

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 79

GEOMETRY REINFORCING BARS
MARK H1, MAX
A
T, FTG T, WALL(3) L1 L2 B, KEY D, KEY A B C D E F
12' 22" 14" 10' 0' 14' 3'-6" #7@12 #5@12 #4@12 #8@12 #5@12 #5@12 N O T E S :1. WALLS DESIGNED TO BE FULLY DRAINED, SEE OTHER DISCIPLINES FOR DRAINAGE REQUIREMENTS. U.O.N.

PROVIDE 3" DIAMETER MIN. WEEP HOLES IN WALL LOCATED 1'-6" MAX. FROM TOP OF FOOTING, SPACED AT15'-0" O.C. MAX.

2. MAXIMUM 100psf UNIFORM SURCHARGE ALLOWED.3. WALL THICKNESS ASSUMES NO REVEALS IN FACE OF WALL. IF ARCH. REVEALS REQ'D, ADD THE DEPTH OF THE REVEAL TO THE OVERALL WALL THICKNESS.

4. BACKFILL PER SITE SPECIFIC GEOTECHNICAL REPORT.
8"x24" CONCRETE GUARDRAIL WHERE OCCURS, S.A.D.TOP OF RETAINED SOILTOP OF WALL, S.A.D 6" MIN.

NOTE 3

T, WALL
6" MAX.

NOTES 1, 2, 4"A" BARS"B" BARS"C" BARS
3" CLR. MAX.
2" CLR. MIN
NOTE 3
2" CLR. MIN
CLASS "B" LAP SPLICE, TYP.NOTE 1DOWELS TO MATCH SIZE & SPACING OF VERT. BARS "A" & "B" 2" CLR. MIN.

MIN. U.O.N
3" CLR.
1'-0" MIN. 1'-0" MIN.

TOP OF GRADE S.A.D OR S.C.D
H1 T, FTG D, KEY
L2 B, KEY L1
"D" BARS"E" BARS"F" BARS

NO KEYED JOINT REQ'D
AT H < 6'-0"
C.J, TYP.

EXTEND DOWEL BARS TO FORM KEY, WHERE OCCURS
B 10' 16" 14" 8' 0' 14' 3'-0" #6@12 #5@12 #4@12 #6@12 #5@12 #5@12 C 8' 16" 14" 6' 0' 14' 2'-6" #5@12 #5@12 #4@12 #4@12 #4@12 #4@12D 6' 16" 14" 4' 0' 14' 1'-6" #5@12 #5@12 #4@12 #4@12 #4@12 #4@12 7' - 0"
1' - 2"

PAVING AT POOL DECK
10' - 0"
MAX.
10"

WALL EXTENSION
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

CONCRETE

DETAILS
S5.1.1
Owner

PIEDMONT

AQUATICS
21-103
1/2" = 1'-0" S5.1.1
TYP. CANTILEVER RETAINING WALL 1
1/2" = 1'-0" S5.1.1
SITE RETAINING WALL 4

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 80
B
A
MARK A B VERT. REINF. TIES
P1 1' - 4" 1' - 4" (4) - #8 #4 @ 8" O.C.

CMU WALL REINF. PER PILASTER UNIT. P2 REINF. SHOWN
P2 1' - 4" 1' - 4" (6) - #9 #4 @ 8" O.C.

TIE TYPE
P3 2' - 0" 2' - 0" (8) - #9 #4 @ 8" O.C.

PILASTER UNIT. P3 REINF. SHOWN
B
A
B
A
S6.0.2

S E C T I O N
5 1/2" MIN.. (2) - #5 x4'-0" BARS,
CTR ABOUT EA.

ANCHOR ROD IF BOLT

IS NOT AT BOND BEAM LOCATION

CONDITION AT DOWELS SIMILAR (SHOWN DASHED)

ALL BOLTS SHALL BE GROUTED
SOLID IN PLACE WITH 1" OF GROUT SURROUNDING ALL BOLTS (DIAMETER OF HOLE THRU BLOCKS IS BOLT + 2"). ALL BOLTS TO BE ACCURATELY SET USING A TEMPLATE 1/2" DIA, A307 GRADE A HEADED ANCHOR BOLT
1 1/2" CLR., MIN.
1" GROUT, AT CONTRACTOR OPTION, T&B
M
AX.
8"
8" MIN.

VARIES,

CONTRACTOR
PER
STD. WASHER . S E C T I O N
1 1/2"

CLEAN-OUT AT ALL CELLS FOR HIGH LIFT GROUTINGPOUR JOINTROUGHEN SURFACE 2nd POUR 1st POUR

P L A N

MORTAR FACE UNIT IN PLACE

AFTER WALL AND PIPING ARE

COMPLETEDO NOT GROUT SPACE

AROUND PIPES
3 1/2"
MAX.

PIPE CHASE, TYP.
3/8"
3/8"
COURSES WITHOUT HORIZONTAL REINF.

APPLY BOND BREAKER

TO ONE FACE

NEOPRENE RUBBERCONTROL JOINT MATERIAL,SEE SPECIFICATIONS 3/4"
3/4"
COURSES WITH HORIZONTAL REINF.

APPLY BOND BREAKER

TO ONE FACE

NEOPRENE RUBBERCONTROL JOINT MATERIAL,SEE SPECIFICATIONS SEALANT EACH FACESEALANT EACH FACEN O T E S :1. CONTROL JOINT SHALL BE CONSTRUCTED AS CONTINUOUS VERTICAL HEAD JOINTS USING FULL AND HALF MASONRY UNITS.

2. MORTAR SHALL BE RAKED BACK 3/4" AND FILLED WITH SEALANT PER ARCHITECTURAL DRAWINGS.

3. LOCATION OF CONTROL JOINTS ARE SHOWN ON ARCHITECTURAL DRAWINGS.

CONTROL JOINTS SHALL OCCUR WITHIN 2' - 8" OF WALL OPENINGS. REFER TO THE NATIONAL CONCRETE MASONRY ASSOCIATION TEK 10-2C "CONTROL JOINTS FOR CONCRETE MASONRY WALLS - EMPIRICAL METHOD" FOR RECOMMENDED CONTROL JOINT SPACING AND LOCATIONS.

4. ADDITIONAL PRE-FORMED GASKETS OR JOINT FILLINGS REQUIRED FOR FIRE RATED WALLS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS.

PROVIDE 1/2" DIA X 4'-0" SMOOTH DWL ACROSS CONTROL JOINT. PREVENT BOND BTWN. BAR & GROUT W/ GREASE OR PLASTIC SLEEVE. AT CONTRACTOR OPTION, MASONRY CONTROL JT. UNITS MAY BE USED IN LIEU OF DWL.

TERMINATE HORIZ. REINF. 2" FROM CONTROL JT.VERT. REINF. EA. SIDE OF CONTROL JOINT PER "CMU NON-LOAD BRG. WALL REINF SCHEDULE" VERT. REINF. EA. SIDE OF CONTROL JOINT PER "CMU NON-LOAD BRG. WALL REINF SCHEDULE" PROVIDE HOOK WHERE REQ'D.

END INTERSECTION CORNER WALL PIER
EQ.EQ.
#6 AT WALL ENDS 4' - 0" (MAX.)
2' - 8" (MIN.)
(2) - #6 AT JAMBS

AT WALL ENDS -

CONTINUOUS THROUGH LINTEL WHERE OCCURS

TYP VERT REINF PER
HOOK REINF. 180 DEG AROUND VERT. REINF.

PROVIDE #4 @8" O.C. OVER FULL HEIGHT OF PIER, ALT HOOKS PROVIDE #5 xCORNER OR CONT REINF AROUND CORNER AND LAP Ls(2) #6 AT CORNERS (2) ADDL #6 VERT
ALT BEND Ls, TYP
OPEN END UNITS, TYP.

ADD BARS ON WALL ENDS

WHERE NOTED ON ELEVATIONS
N O T E S :1. WHERE WALL HEIGHT EXCEEDS
16'-0", USE #5 @ 8" O.C. VERT.REINF.

TYPICAL REINFORCING#4 AT 16" O.C., HORIZ.#5 AT 16" O.C., VERT.*

ALL HORIZONTAL BARS IN

BOND BEAM UNITS
(1) ADDL #5 VERT

AT CORNERS
Ls, TYP. S6.0.2

END INTERSECTION CORNER WALL PIER
EQ.EQ.
#6 AT WALL ENDS 4' - 0" (MAX.)
2' - 8" (MIN.)
(2) - #6 AT JAMBS

AT WALL ENDS -

CONTINUOUS THROUGH LINTEL WHERE OCCURS

TYP VERT REINF PER
HOOK REINF. 180 DEG AROUND VERT. REINF.

PROVIDE #4 @8" O.C. OVER FULL HEIGHT OF PIER, ALT HOOKS PROVIDE #5 xCORNER OR CONT REINF AROUND CORNER AND LAP Ls(2) #6 AT CORNERS (2) ADDL #6 VERT
ALT BEND Ls, TYP
OPEN END UNITS, TYP.

ADD BARS ON WALL ENDS

WHERE NOTED ON ELEVATIONS
TYPICAL REINFORCING#4 AT 16" O.C., HORIZ.#5 AT 16" O.C., VERT.*

ALL HORIZONTAL BARS IN

BOND BEAM UNITS
(1) ADDL #5 VERT

AT CORNERS
HOOK HORIZ. BARS 180 DEGREES AROUND VERT. BAR
Ls, TYP.

N O T E S :1. WHERE WALL HEIGHT EXCEEDS
16'-0", USE #5 @ 8" O.C. VERT.REINF.

S6.0.2
b b

SEE PLANS
2" 2"
TOP OF PL. FLUSH w/ T.O. STEEL PL. EXTENSION FOR W21 AND W27 BEAMSTOP OF WALL WHERE OCCURS3/4" DIA. A.B., TYP.3/4" PL.

BEAM
ADD (2)-#6 EA. SIDE OF BEAM
BEAM
DEPTH b n NO. OF A.B. s
8", 10"
12", 14"16", 18"
21"27"
8"8"8"8"8"
12323
468
1216
8"8"8"8"8"

BOLT CENTERLINE
ADD #5 x 5'-0" AT EA.

ROW OF ANCHOR BOLTS
1 1/2" HORIZ. SLOTS IN WEB PL. (CONTRACTOR'S OPTION)SEE CONN SCHEDULE PER 2" TYP.
"d"
CMU
TYP. CHORD BARS
N O T E :TOP BOLTS ARE THRU BOLTS WHERE "d" IS 6" OR LESS 1/4 3 SIDES, USE ONLY IF HORIZ. SLOTTED BOLT

HOLES ARE USED

HEADED ANCHOR PROPERTIES
b = HORIZ ANCHOR SPACINGn = # OF VERT SPACES BTWN ANCHORSs = VERT ANCHOR SPACING ss
n SPACES

SECTION A-A
AA EQ. EQ.

S7.0.1
2 1/2", TYP
TIGHT FIT ANGLE CLIP TO CMU EA. SIDECMU WALL

BOLTED CLIP OPTION (LOAD BEARING WALL) DOUBLE CLIP OPTION (LOAD BEARING WALL) CONCRETE FLOOR SLAB(2) - 5/8 Ø EXPANSION ANCHOR@8" O.C. AT EA. L CLIPL8x4x3/8x1'-0" LLV. @ 4'-0" O.C. w/(2) - 3/4" Ø A.B. IN 2" DIA. HOLES@ 8" O.C. w/ 1/4"x3" SQ. WASHERS FINGER TIGHT AT EA. L CLIPTYPICAL REINFORCING

CONCRETE FLOOR SLAB

CMU WALL
(2) - 5/8" Ø EXPANSION ANCHOR @8" O.C. AT EA. L CLIP
1" GAP, PACK w/ FIRE SAFING, TYP.

C.L. BOLT
4 1/2"
L8x4x3/8x1'-0" LLV. @ 4'-0" O.C.(2) - 5/8" Ø A.B. @ 8" O.C. w/ 1/4"x3" SQ. WASHERS, FINGER TIGHT AT EA. L CLIPTYPICAL REINFORCING T T STD. WASHER#6 CONT., TYPICAL
1" GAP, PACK w/ FIRE SAFING, TYP.CONDITION AT SUSPENDED CONCRETE SLAB SHOWN. CONDITION AT METAL DECK WITH CONCRETE FILL SIMILAR ROOF DECKPROVIDED WELDED CONNECTION BETWEEN LOW FLUTE AND ANGLE PERL8x6x1/2 L.L.H., E.S.3/4" DIA. THRU BOLT @16" O.C., TYP.CMU WALL 4"

WIDE FLANGE BEAM BEYOND
S7.0.3

ROOF DECK

PROVIDED WELDED CONNECTION BETWEEN LOW FLUTE AND ANGLEPER L6x4x1/2 (LLV) E.S.3/4" Ø THRU BOLT @16" O.C., TYP.CMU WALL 4"

WIDE FLANGE BEYOND
S7.0.3
WHERE BOLTS OCCURON EA. SIDE, USE 3/4" ØTHRU BOLTSWIDE FLANGE PER PLANWT, BOLT QUANTITY AND BOLTSPACING PER , TYP.

S6.0.1
WHERE BOLT DOES NOTOCCUR AT OPP. SIDE,USE STD. A.B.WIDE FLANGE PER PLAN SEE FOR ADDITIONAL INFO.

S6.0.1
ROOF DECKPL. 1/4" x 1'-0" x 1'-2"HSS PER PLAN

CMU WALL
PL. 1/4"x4"x1'-0" EA. SIDE
3/4" Ø A.B., TYP. (4 TOTAL)
3" 8"#5 x 5'-0"
8"
TYP.
2"
ADD (2) - #6 EA. SIDE OF HSS

SECTION - INTERMEDIATE HT OF WALL
1/2" CLR., MAX.
1/4 EA. SIDE
PL. 2x2x1/4
1/4

USE THRU BOLTS AT TOP ROW OF BOLTS

SECTION - TOP OF WALL
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL LOAD

BEARING &

NON-LOAD

BEARING

CONCRETE

MASONRY UNIT
S6.0.1 (CMU) DETAILS
Owner

PIEDMONT

AQUATICS
21-103
NO SCALE S6.0.1
TYPICAL DETAIL - PILASTER AT 1CMU WALL (PLAN VIEW)
1" = 1'-0" S6.0.1
TYPICAL DETAIL - 6BOLT IN CMU WALL
1" = 1'-0" S6.0.1
TYPICAL DETAIL - HORIZONTAL 5CONST. JOINT IN CMU WALL
1" = 1'-0" S6.0.1
TYPICAL DETAIL - 7PIPE CHASE IN CMU WALL
1" = 1'-0" S6.0.1
TYPICAL DETAIL - 10CMU CONTROL JOINT

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set
1" = 1'-0" S6.0.1
TYPICAL LOAD BEARING DETAIL - 8" CMU WALL (PLAN VIEW) 2 1" = 1'-0" S6.0.1
3 TYPICAL LOAD BEARING DETAIL - 8" CMU WALL (PLAN VIEW)(DSA ONLY) 1" = 1'-0" S6.0.1
TYPICAL LOAD BEARING DETAIL - BEAM CONN. TO CMU WALL 4
1" = 1'-0" S6.0.1
TYPICAL LOAD BEARING DETAIL - 8" CMU WALL BELOW SLAB 8
1" = 1'-0" S6.0.1
TYPICAL LOAD BEARING DETAIL - 9DECK TO CMU WALL CONN.(PARALLEL) 1" = 1'-0" S6.0.1
TYPICAL LOAD BEARING DETAIL - 11DECK TO CMU WALL CONN.(PERPENDICULAR) 1" = 1'-0" S6.0.1
TYPICAL LOAD BEARING DETAIL - 12OVERLAPPING BEAM CONN.EACH SIDE OF WALL 1" = 1'-0" S6.0.1
TYPICAL LOAD BEARING DETAIL - 13HSS BM. CONN. TO CMU WALL

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 81

NOMINAL
WALL

THICKNESS
(IN.)
8"
W A L L E L E V A T I O N N O T E S1. NON-LOAD BEARING CMU LINTEL REINF. - SEE 2. WALL OP'G REINF. - SEE (SMALL OP'G)

OR (LARGE OP'G)

3. PROVIDE ADD'L VERT E.S. OF OP'G - SEE4. TYP CMU NON-LOAD BRG. WALL TOP CONN. - SEE .

LOCATE BOND BM. REINF. IN TOP FULL HEIGHT COURSE PER WALL REINF. NOTE 2 BELOW.

5. NON-LOAD BEARING WALL OP'G AROUND INCOMING BM. - SEE 6. PROVIDE (2) #5 HORIZ AT TOP COURSE BOND BM. WITH BOND BEAM REINF. LOCATION TYPE B OR C.

7. WHERE BOND BMS. IN ADJACENT WALLS OCCUR AT DIFFERENT ELEVATIONS, RETURN BEAM 2'-0" AROUND CORNER.

8. BOND BEAM PLACEMENT - SEE 9. BOND BEAM REINF. - SEE "CMU NON-LOAD BEARING WALL REINF. SCHEDULE" BELOW.

10. VERT REINF. - SEE "CMU NON-LOAD BEARING WALL REINF.

SCHEDULE" BELOW.

11. SEE FOR CONN. AT FOUNDATION.12. MAX OPENING WIDTH - SEE TYPE 8A TYPE 12A

B A R L O C A T I O N T Y P E S
CMU NON-LOAD BEARING WALL REINF. SCHEDULE

BOND BEAM
REINF.

HORIZONTAL REINF.

MAX.

SPACING
(IN.)
REINF.

MAX.

SPACING
(IN.)
VERTICAL REINF. BAR

LOCATION
TYPE

MAXIMUM
WALL
HEIGHT
(FT.)

BOND BEAM BAR

PLACEMENT / LOCATION
8"8"
12"12"
(1) - #5(1) - #5(1) - #5(2) - #5(2) - #5 48
48484848 (1) - #5
(1) - #5(1) - #5(2) - #5(2) - #5
48 8A 13' - 0" TYPE A OR B - T&B
OF WALL, SEE S6.0.2
32 8A 15' - 0"24 8A 18' - 0"48 12A 17' - 0"24 12A 22' - 0" W A L L R E I N F O R C E M E N T N O T E S1. GROUT SOLID ALL CELLS THAT CONTAIN REINFORCEMENT OR EMBEDDED ITEMS.2. GROUT TOP AND BOTTOM COURSE SOLID. WHERE TOP COURSE IS NOT FULL BLOCK HEIGHT, GROUT COURSE BELOW SOLID AS WELL.

3. PROVIDE 1" CLEAR MINIMUM, 1 1/2" CLEAR MAXIMUM BETWEEN TOP OF WALL AND BOTTOM OF PLATE, DECK, OR FIREPROOFING ON BEAMS.

4. HOOK WALL REINF. 24" MIN. AT WALL OPENING EDGES.5. WALL REINF ASSUMES:
a.) MIN. SPACING OF 5'-4" BTW. DOOR AND SMALL OPENINGS REQ'D BY ARCHITECTURAL AND MEP.b.) MIN. SPACING OF 2'-8" BTW. OPENINGS AND END WALLS CONTRACTOR SHALL SUBMIT CONDITIONS NOT MEETING THESE REQUIREMENTS TO ENGINEER FOR REVIEW. 1 1/2" CLR.

C.L.

VERT. ON C.L.OFFSET HORIZ.

VERT. E.F.

W A L L E L E V A T I O N

NO SCALE
MAXIMUM HEIGHT PER "CMU NON-LOAD BEARING WALL SCHED." BELOW NOTE 5

SEE WALL
REINF.

NOTE 3

SEE WALL
REINF.

Ls, TYP.
1 6
2 4
5 79
10 3
8 11
TYPE A OR B - T&B OF WALL, SEE S6.0.2TYPE A OR B - T&B OF WALL, SEE S6.0.2TYPE C - T&B OF WALL, SEE S6.0.2TYPE C - T&B OF WALL, SEE S6.0.2 S6.0.2
S6.0.2
S6.0.2
S6.0.2
S6.0.2
S6.0.2
S6.0.2
S6.0.2
12 TS6.0.3
N O T E :

ALL CELLS TO BE FULLY GROUTED.

HATCHING SHOWN TO HIGHLIGHT WALL REINF.

N O T E S1. SEE FOR ADDITIONAL INFORMATION.2. CONDUITS AND PIPES SHALL BE PLACED THROUGH SLEEVES OR BLOCK OUTS PROVIDED DURING WALL CONSTRUCTION.

3. WALL OPENINGS SHALL BE A MINIMUM OF 1' - 6" ABOVE ANY DOOR OR WINDOW OPENINGS AND SPACED AT LEAST THREE TIMES THE LARGEST OPENING.

4. WALL PENETRATIONS LESS THAN 6" DIAMETER OR 6" SQUARE

THAT DO NOT DISRUPT REINFORCEMENT AND ARE SPACED
AT LEAST 2 FEET APART DO NOT REQUIRE ADDITIONAL TRIM
REINFORCEMENT.
3' - 0" MAX.
6" MIN.
3' - 4" MAX.
6" MIN.

Ls
VERT. WALL REINF., TYP.PROVIDE ADD'L VERT. REINF. E.S. OF OP'G.,SEE BOND BEAM IN WALL, TYP.PROVIDE (1) - #5 HORIZ. ABOVE & BELOW OPN'G. FOR EACH LAYER OF VERT. REINF.

S6.0.2
S6.0.2
N O T E :

ALL CELLS TO BE FULLY GROUTED.

HATCHING SHOWN TO HIGHLIGHT REINF. AROUND WALL OPENING.

TYPE A
C.L.

C.L.

TYPE B
C.L.

TYPE C

BOND BEAMVERT REINFPER BOND BEAMVERT REINFPER
.
. 1" MIN. CLR. FOR (2) BARS, WHERE OCCURS
1/2" MIN. CLR., TYP. S6.0.2
S6.0.2

STEEL BEAM THRU TOP OF CMU WALL
Ls

CONCRETE BEAM THRU TOP OF CMU WALL
Ls
PROVIDE 1 1/2" MIN. SEPARATION BTW. CMU AND FIREPROOFING ON STEEL BEAM PROVIDE (2) - #5 HORIZ.

AT TOP COURSE BOND

BEAMBEAM POCKET
PROVIDE 1 1/2" MIN. SEPARATION BTW. CMU AND CONCRETE BEAM PROVIDE VERT. REINF. PER E.S. OF BM. POCKET. HOOK AT TOP OF WALL.

S6.0.2
N O T E :

ALL CELLS TO BE FULLY
GROUTED.HATCHING SHOWN TO HIGHLIGHT REINF. AROUND WALL OPENING AROUND INCOMING BEAM.

W A L L E L E V A T I O N N O T E S1. a) FOR OPENINGS NOT WIDER THAN 12' - 0", SEE "LINTEL BAR LOCATION TYPES".2. a) FOR TYPE 1, 2, AND 3 OPENINGS - SEE "CMU NON-LOAD BEA.RING LINTEL AND JAMB REINFORCEMENT SCHEDULE" BELOW.
b) FOR TYPE 2 AND TYPE 3 OP'G AT PERPENDICULAR WALL, PROVIDE 48" JAMB WITH (1) #6 EA. CELL FOR 8" BLOCK AND (2) #6 EA. CELL FOR 12" BLOCK.
c) FOR TYPE 4 OPENINGS, LINTEL SHALL SPAN ACROSS BOTH OPENINGS.

INTERMEDIATE CMU WALL BTW. OPENINGS SHALL BE FULLY GROUTED W/ (2) #6 EA. CELL FOR 12" BLOCK AND (1) #6 EA.

CELL FOR 8" BLOCK.
d) LOCATE FIRST STIRRUP FOR JAMB REINF. 2" FROM EDGE OF OP'G.3. a) SEE CMU GENERAL NOTES FOR CMU REINF. LAP SPLICE LENGTH.4 a) FOR TYPE 1 OP'G UP TO 12'-0" WIDE, EXTEND LINTEL 32" BEYOND FACE OF OP'G. b) FOR TYPE 2 AND TYPE 3 OP'G UP TO 12'-0" WIDE, EXTEND LINTEL 32" BEYOND FACE OF OP'G AND INTO 48" JAMB SHOWN AND NOTED ON PLAN VIEW BELOW.
c) FOR TYPE 4 OP'G, LINTEL SHALL SPAN ACROSS BOTH OPENINGS AND EXTEND 32" BEYOND OUTTERMOST FACE OF OPENINGS.

5. a) TYP. VERT. REINF. PER "CMU NON-LOAD BEARING WALL REINF. SCHEDULE". EXTEND VERTICAL BARS FULL HEIGHT OF WALL.
b) FOR TYPE 2 AND TYPE 3 OPENINGS OR OPENINGS WIDER THAN 4'-0", BOND BEAM REINF. SHALL BE TIED TOGETHER WITH JAMB REINF. USING CORNER BARS. CORNER BAR SIZES SHALL MATCH JAMB REINF. PROVIDE LAP SPLICE EA WAY PER CMU GENERAL NOTE 9.

6. a) VERT REINF. ABOVE OP'G PER "CMU NON-LOAD BEARING WALL REINF. SCHEDULE" b) WHERE OPENINGS INTERSECT W/ TYPICAL WALL REINF., BOND BEAM REINF TO BE TIED TOGETHER W/ TYPICAL WALL REINF. USING CORNER BARS. CORNER BAR SIZES SHALL MATCH TYPICAL WALL REINF. PROVIDE LAP SPLICE EA WAY PER CMU GENERAL NOTE 9. c) PROVIDE #3 x 1' - 8" STIRRUP TO MATCH SPACING OF VERT WALL REINF. PROVIDE 180 DEG HOOK AT TOP OF WALL

WHERE STRAIGHT BAR HEIGHT EXCEEDS WALL HEIGHT ABOVE OP'G OR WHEN OP'G OCCURS DIRECTLY ABOVE ONE ANOTHER.
d) HOOK VERT. REINF. 180 AROUND HORIZ. REINF. ALTERNATE HOOK DIRECTION AT ADJACENT BARS

7. a) JAMB VERT. REINF. TO BE EXTENDED FULL HEIGHT OF WALL.8. a) SEE RELATED WALL SECTIONS AND DETAILS FOR SIZE AND LOCATION OF BOND BEA.MS.9. BOND BEA.M AT BOTTOM OF OP'G ONLY REQUIRED WHERE CELLS ARE NOT ALREA.DY FULLY GROUTED DOWN TO FOUNDATION.
a) FOR INTERIOR WALL: - PROVIDE 8L-A BOND BEA.M (8" CMU) / 12L-A BOND BEA.M (12" CMU) b) FOR EXTERIOR WALL WITH OPENING NOT WIDER THAN 5'-0" - PROVIDE 8L-A BOND BEA.M (8" CMU) / 12L-A BOND BEA.M (12" CMU) c) FOR EXTERIOR WALL WITH OPENING NOT WIDER THAN 12'-0" - PROVIDE 8L-B BOND BEA.M (8" CMU) / 12L-B BOND BEA.M (12" CMU)10. a) MAX OP'G WIDTH PER "CMU NON-LOAD BEARING LINTEL AND JAMB REINFORCEMENT SCHEDULE"

NOMINAL
WALL

THICKNESS
(IN.)
8"

CMU NON-LOAD BEARING LINTEL AND JAMB REINFORCEMENT SCHEDULE BOTTOM

HORIZONTAL LINTEL
REINF.

TOP
NUMBER
OF

COURSES
LINTEL
BAR

LOCATION
TYPE

NUMBER OF
JAMB

REINFORCING
CELLS "N"
4' - 0"8' - 0"
12' - 0"
LINTEL & JAMB REINF NOTES:1. SEE FOR ADDITIONAL INFORMATION.2. CONTACT ENGINEER IF HEIGHT OF WALL ABOVE OPENING IS LESS THAN NUMBER OF COURSES SPECIFIED IN LINTEL REINF. SCHEDULE.

3. USE INVERTED BOND BEAM UNITS AT BOTH SIDES OF OPENING TO ACCOMMODATE THE EXTENSION OF BARS BEYOND OPENING.

4. PROVIDE TOP OF WALL CONNECTION PER WITHIN 8" OF OPENING. FOR WALLS GREATER THAN 18'-0" TALL WITH OPENINGS GREATER THAN 4'-0", PROVIDE (2) TOP OF WALL CONNECTIONS WITHIN JAMB REINF. WIDTH.

5. PROVIDE LINTEL BLOCK AT BOTTOM OF BOND BEAM, TYPICAL.

MAXIMUM

OPENING
WIDTH
(FEET)
8"8"
12"12"12"
4' - 0"8' - 0"
12' - 0"
(1) - #6(1) - #6(1) - #6(2) - #6(2) - #6(2) - #6
- (1) - #6
(1) - #6
- (2) - #6
(2) - #6
123123
8L-A8L-B8L-B
12L-A12L-B12L-B
123231

W A L L E L E V A T I O N

NO SCALE
10 2
17 4
JAMB REINF. - 8" CMU WALL
N O T E S :

A. AT WALL HEIGHTS NOT EXCEEDING 13'-0", PROVIDE ONE #6 VERTICAL JAMB BAR (LOCATION TYPE 8A PER ) IN PLACE OF (2) #6 BARS INDICATED. 68 SEE NOTE 2d
3 JAMB REINF. - 12" CMU WALL
Ls
CLR.
1/2"
(2) - #6, NUMBER OF CELLS "N" PER "CMU NON-LOAD BEARING LINTEL AND JAMB REINFORCEMENT SCHEDULE", SEE NOTE A (2) - #6,SEE NOTE A
ALT. HOOKS,
MATCH SIZE & SPACING OF HORIZ. REINF.

REINF. PER "CMU NON-LOAD BEARING LINTEL AND JAMB REINFORCEMENT SCHEDULE". START IN CELL ADJACENT TO JAMB REINF.

Ls
(2) - #6,NUMBER OF CELLS "N" PER "CMU NONLOAD BEARING LINTEL AND JAMB REINFORCEMENT SCHEDULE"(2) - #6MATCH SIZE & SPACING OF HORIZ. REINF.

TYPE 8L-A TYPE 8L-B TYPE 12L-A TYPE 12L-B

LINTEL BAR LOCATION TYPES
3" TO C.L. HORIZ. REINF., TYP.

HOOK VERT. REINF. 180 DEGREES AROUND HORIZ. REINF. ALTERNATE HOOK DIRECTION AT ADJACENT BARS, TYP AT 8" CMU WALL
C.L. C.L. C.L. C.L.

REINF., TYP.
3" TO C.L. HORIZ. NUMBER OF FULLY

GROUTED COURSES VARIES, SEE SCHEDULE
TYPE 1 OPENING TYPE 3 OPENING
2' - 0" 2' - 0"
TYPE 2 OPENING TYPE 4 OPENING

OPENING TYPES (PLAN VIEW)

NO SCALE
C.L. WALL

OP'G WIDTH
SEE VERT. JAMB REINF. SCHEDULE FOR DETAILS
SEE NOTES 2.b & 4.b
WIDTH

OPENING
SEE NOTE 2.c
SEE VERT. JAMB REINF. LESS THAN 3' - 0"SCHEDULE FOR DETAILS 4' - 0"

OP'G WIDTH
WIDTH
OPN'G.

S6.0.2
T.O. WALLEL.

OPENING

OPENING
CLR.
1/2"
9 5

PLAN PLAN
N O T E :

ALL CELLS TO BE FULLY GROUTED.

HATCHING SHOWN TO HIGHLIGHT WALL REINF.

S6.0.2
S6.0.2

MAXIMUM WALL

THICKNESS
8"

MAXIMUM WALL
HEIGHT

TOP CONNECTION
SPACING "S1"

TOP OF WALL CONNECTION SPACING SCHEDULE

TOP CONNECTION
SPACING "S2"
TOP OF WALL NOTES:1. SPACING "S1" AND "S2" SHALL NOT EXCEED 4'-0".2. SEE NOTE 4 PER FOR TOP OF WALL CONN. REQ. AT EDGES OF LARGE OP'GS.

3. SEE FOR TYPICAL TOP OF WALL GAP4. WHERE FIREPROOFING, ACOUSTIC, OR OTHER FILLER IS REQ'D PER ARCHTECTURAL, PROVIDE FILLER WITH MIN. 50% COMPRESSIBILITY.

5. FIREPROOFING REMOVED OR DAMAGED BY INSTALLATION OF TOP OF WALL CONN.

SHALL BE REPLACED.

6. TYPICAL EXPANSION ANCHOR SHALL BE HILTI KWIK BOLT TZ OR APPROVED EQUIV.7. AT CONTRACTORS OPTION, ALTERNATE TOP OF WALL CONN. PROVIDING EQUIV.

OUT OF PLANE SUPPORT AND ALLOWING VERTICAL AND IN-PLANE MOVEMENT OF THE STRUCTURE RELATIVE TO THE WALL MAY BE SUBSTITUTED. CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATIVE TYPICAL DETAILS WITH SUPPORTING CALCULATIONS TO ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 12"12"12"
18' - 0"13' - 0"17' - 0"22' - 0"
4' - 0"4' - 0"3' - 0"2' - 0"
4' - 0"4' - 0"4' - 0"3' - 0"
S6.0.2
S6.0.2
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL

NON-LOAD

BEARING

CONCRETE

MASONRY UNIT
(CMU) DETAILS S6.0.2
Owner

PIEDMONT

AQUATICS
21-103
1" = 1'-0" S6.0.2
2 TYPICAL NON-LOAD BEARING DETAIL - CMU WALL ELEVATION,REINF. SCHEDULE, AND NOTES 1" = 1'-0" S6.0.2
3 TYPICAL NON-LOAD BEARING DETAIL - CMU WALL SMALLOPENING REINF. 1" = 1'-0" S6.0.2
TYPICAL DETAIL - BOND BEAM 11BAR PLACEMENT
1" = 1'-0" S6.0.2
5 TYPICAL NON-LOAD BEARING DETAIL - CMU WALL OPENING

AROUND INCOMING BEAM
1" = 1'-0" S6.0.2
TYPICAL NON-LOAD BEARING DETAIL - CMU WALL LARGE OPENING LINTEL & JAMB REINF 17 1" = 1'-0" S6.0.2
TYP. NON-LOAD BRG DETAIL TOP 12OF WALL CONNECTION

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 82
C.L W COL.

WEB PL (1/2 MIN.)
W BEAM
5/16
1/4 AT CAP
PL.
1/4
1/4 AT CAP
PL.

BOLTS
SHOWN SIM. SIM.
2" 3" 2"

TO COLUMN FLANGE TO COLUMN WEB BEAM
1/2 PL. AT TOP OF COLUMN
C.L W COL. C.L. W BEAM
2" 3" 2"
USE CJP WELD WHERE DOUBLE BOLTED CONN. ON EA. SIDE
5/16
*
BOLTS 1/2 PL. AT TOP OF COLUMNFULL DEPTH STIFF. PL. 3/4 PROVIDE CJP WELD WHERE DOUBLE BOLTED CONN. ON EA. SIDE
WEB PL.(1/2 MIN.) WHERE DOUBLE CONN. ON BOTH SIDES OF. COL., SLOT COL. WEB FOR CONT. WEB PL. THRU COL. OR PROVIDE CJP WELD NOTED.

W BEAM
*
*
WEB PL.(1/2 MIN.), USE
3" 2" FULL DEPTH PL.
* *
BOLTS *

SEE PLANS
N O T E : SEE CONNECTION SCHEDULE.

W BEAM
2"
*
*
CJP

FOR BOLT SPACING AND EDGE DISTANCE
*
* 3" MAX. 3" MAX.

FOR BOLT SPACING AND EDGE DISTANCE
*
*

FOR BOLT SPACING AND EDGE DISTANCE

SEE PLANS
N O T E : SEE CONNECTION SCHEDULE.

WEB PL. AND BOLTSSUPPORTING BEAMSHALLOWER BEAMSAME DEPTH BEAM DEEPER BEAM (USE SAME SIZE AND NUMBER OF BOLTS, SAME PL. SIZE,

AND SAME WELD SIZE AS
SCHEDULED FOR SUPPORTING BEAM, U.O.N.)
*
*
*
FACE OF BM. WEB
3" MAX., TYP.2x BOLT DIA. MIN., TYP.

K + 1 1/2" (2 1/2" MIN.)

1.5" MIN., TYP.
3" TYP. (3xBOLT DIA. MIN.)1.5" MIN., TYP.

1. WELDING FOR WEB PL. SHALL BE AS SHOWN IN THE SCHEDULE, BUT NOT SMALLER THAN THE AISC MINIMUM WELD THICKNESS.2. USE A325-N BOLTS TYPICAL, U.O.N.

USE A325-SC BOLTS FOR ALL MOMENT CONNECTIONS AND WHERE NOTED ON OTHER DETAILS.

3. SEE TYPICAL BEAM-TO-BEAM AND BEAM-TO-COLUMN DETAILS FOR BOLT SPACING AND EDGE DISTANCE REQUIREMENTS.4. USE SLOTTED HOLES FOR W27 AND DEEPER BEAMS AT COLUMNS.

B E A M W E B C O N N E C T I O N S C H E D U L E

BEAM SIZE
W8
W10W12, W14W16, W18W21W24W27W33W30W40W36
NO. OF
BOLTS
(PER ROW)
223456789
1011
2 1/2"2 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"
3"3"
7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø 3/8"3/8"3/8"3/8"1/2"1/2"1/2"1/2"1/2"1/2"1/2"
MIN. TOP OF
BEAM TO C.L.
1st BOLT

SINGLE ROW OF BOLTS
BOLT DIAM. WEB PL. THICKNESS WEB PL. WELD
1/4"1/4"1/4"

DOUBLE ROW OF BOLTS
BOLT DIAM. WEB PL. THICKNESS WEB PL. WELD
7/8" Ø 1/2" 5/16"
1/4"5/16"5/16"5/16"5/16"5/16"5/16"5/16"
7/8" Ø7/8" Ø7/8" Ø7/8" Ø7/8" Ø
1" Ø1" Ø1" Ø1" Ø1" Ø
1/2"1/2"
5/16"5/16"
1/2"1/2"1/2"1/2"1/2"
1/2"1/2"1/2"3/4"3/4"3/4"3/4"3/4"
5/16"5/16"5/16"
PLAN
SEE BEAM TO BEAM CONNECTION DETAILS FOR INFO. NOT NOTED.BEAM WEBSWEB PL.

W.P.

SIM. TO 90° ANGLE CONN.

WHEN Ø° IS LESS THAN OR EQUAL TO 30°
PJP FULLGROOVENO U.T.

Ø° 3", TYP. FULL HEIGHT WEB PL.

SLOT WEB AT FLANGEWT7x41BOLTS
C.L.

SUPPORTING BEAM

BEAM DEEPER THAN SUPPORTING BEAM
SEE CONNECTION SCHEDULE. USE BOLTS, WELDS, AND PLATE AS SCHEDULED FOR DEEPER BEAM.

N O T E : THIS DETAIL REQUIRED ONLY WHERE SPECIFICALLY
REFERRED TO ON PLANS, ELEVATIONS OR DETAILS.

CJPCJP
*
*
*
*

SEE PLANS
SHOWN SIM. SIM.

PLAN SECTION SECTION A - A
W BEAM, TYP.W COLUMN

SECTION B - B
1/8"

CJP,T&BFLANGE

OPTIONAL

CJP, T&B
FLANGE
PJP WELD THROAT EQUAL TO 1/2 COLUMN FLANGE THICKNESS
CJP
CJP
CJP
SIMPLE CONN.STIFF. PL., 1/4" THICKER THAN BEAM FLANGE FRAMING INTO COL. WEB. STIFFENERS ARE REQ. ON BOTH SIDES OF COL. WEB, U.O.N.CAP PL. SAME THICKNESS AS THICKEST BEAM FLANGE WELDED TO IT C.L.

NOTE: SEE CONNECTION SCHEDULE.

BOLTS AND WEB PL.

C.L.
*
**
*
**
*
*
B B
AA

SEE PLAN
AA
B B

SECTION A - A
PLAN
NOTE: SEE CONNECTION SCHEDULE.

SECTION B - B
C.L. C.L.
1/2", TYP.
3/8
CAP PL. TO
COL. WEB
BOLTS AND WEB PL.

CAP PL. 1/2"
W.P. (SEE PLANS) SLOPE BEAMS AND CAP PL. AS REQ.

HORIZ. STIFF. PL. TO MATCH WEB PL. THICKNESS
TYP.

W BEAM, TYP.W COLUMN
*
*
*
*
K1 (AISC)
FACE OF COL. FLANGE
2x BOLT DIA. MIN.

K + 1 1/2"(2 1/2" MIN.)

1.5" MIN., TYP.
3" TYP. (3x BOLT DIA. MIN.)1.5" MIN., TYP.

K + 1 1/2"(2 1/2" MIN.)

1.5" MIN., TYP.
3" TYP. (3x BOLT DIA. MIN.)1.5" MIN., TYP.
**
3" MAX.
** PJP WELD THROAT
EQUAL TO 1/2 COLUMN FLANGE THICKNESS
2x BOLT DIA. MIN.

TIP OF COL. FLANGE
3" MAX.

SECTION B - B
C.L. 1/2", TYP.

SECTION A - A PLAN SECTION
HORIZ. STIFF. PL. TO MATCH WEB PL. THICKNESS
BOLTS AND WEB PL.

C.L.

NOTE: SEE CONNECTION SCHEDULE.

TYP.

SEE PLAN
B B
AA
W BEAM, TYP.W COLUMN
*
*
*
*
K1 (AISC)

SEE PLANS
SHOWN SIM. SIM.

W BEAM, TYP.W COLUMN

PLAN SECTION SECTION A - A SECTION B - B
NOTE: SEE CONNECTION SCHEDULE.

STIFF. PL., 1/4" THICKER THAN BEAM FLANGE FRAMING INTO COL. WEB. STIFFENERS ARE REQ. ON BOTH SIDES OF COL. WEB, U.O.N. 1/8"

CJP,T&BFLANGE

OPTIONAL
CJP
STIFF. PL. SAME THICKNESS BEAM FLANGE FRAMING INTO COL. WEB C.L. C.L.

BOLTS AND WEB PL. CJP, T&B
FLANGE

NON SEISMIC MOMENT CONNECTIONS
SIMPLE CONN.

CJP TYP.
*
*
*
*
B B
AA

SEE PLANS
SHOWN
BLW. BLW. ABV.

SIM. SIM.

COLUMN BELOWCAP PL. BELOW

PLAN SECTION SECTION A-A
N O T E : SEE CONNECTION SCHEDULE.

SECTION B-B
AT COL. BELOW col.

PJP
col.

CAP PL.

AT COL. ABOVE
C.L.

BOLTS: (4)- 5/8" Ø A325N, TYP.

BASE PL. OR CAP PL. 1/2 x (bf+3/4") x LENGTH TO ACCOMMODATE BOLTSWEB PL. (FULL HEIGHT) C.L.

BOLTSCOL. ABV. NOT SHOWN
CJP
5/16 TYP. 2
*
*
*
*
f t
f t
B B
AA
3" MAX.

SEE PLANSWEB PL.BOLTS

SEE PLANS
SHOWN SIM.

TYPICALT.O.S.

PROVIDE LEDGERS FOR DECK SUPPORT. SEE TYPICAL DECK SUPPORT LEDGER DETAIL.

N O T E : SEE CONNECTION SCHEDULE.
*
*
*
*
N O T E : SEE CONNECTION SCHEDULE.

CJP T&BFLG., TYP.

SAME DEPTH BEAMS

SHALLOWER BEAMS
SLOT WEB AND ADD PL. THRU SLOT WHEN t IS LESS THAN .75 t w f

SEE PLANS
1/4
SUPPORTING BEAMWEB PL.& BOLTS
*
*
*
f t
wt

SECTION
PLAN
t , AS NOTED ON WELD SYMBOL AND AS CALLED OUT ON DETAILSTRIM CORNERS TO CLEAR FILLETS, TYP. (NO WELD AT K REGION) t / 2
TYP.,U.O.N.

FULL HT. STIFF. PL. (DASHED) ONLY ON THE PLANS OR DETAILS WHERE SHOWNWIDTH TO MATCH FLANGE, U.O.N.PARTIAL HT. STIFF. PL., TYP., U.O.N.N O T E S :1. STIFFENER THICKNESS IS CALLED OUT IN OTHER DETAILS, WELD IS PER THIS DETAIL, U.O.N.

2. STIFFENER PLATE WELD SHALL NOT EXCEED
BEAM WEB THICKNESS (tw) AND SHALL NOTBE LESS THAN AISC MINIMUM

K(AISC)
wt
wt

BEAM TO COLUMN

BEAM TO BEAM
1/41/4
W6 BEAMPL. 1/42 - 3/4" Ø HSB (TYP.)2 - 3/4" Ø HSB (TYP.)W6 BEAMPL. 3/8" THRU 7/16" SLOT IN HSS COLUMN

SEE PLANS
SHOWN
PL.

EXTERIOR CLADDING CONNECTION WHERE OCCURS

POST WHERE OCCURS
PROVIDE FULL DEPTH PL. OPP. FACE WHERE POST OR CLADDING CONNECTION OCCURS N O T E :SEE STIFFENER PL. DETAIL FOR INFO. NOT NOTED
*
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL STEEL

DETAILS
S7.0.1
Owner

PIEDMONT

AQUATICS
21-103
S7.0.1
TYPICAL DOUBLE BOLTED CONNECTION AT FLOOR OR ROOF (SFRS) 17 S7.0.1
TYPICAL BEAM TO BEAM SIMPLE 9CONNECTION S7.0.1
BEAM WEB CONNECTION SCHEDULE 1
S7.0.1
TYPICAL SKEWED BEAM WEB 22CONNECTION PLATE DETAIL S7.0.1 TYPICAL BEAM TO BEAM 18CONNECTION S7.0.1
TYPICAL BEAM TO COLUMN CONNECTION AT ROOF - MOMENT CONNECTION 10TO COLUMN WEB, SIMPLE OR MOMENT CONNECTIONS TO COLUMN FLANGE S7.0.1 TYPICAL BEAM TO COLUMN ALL SIMPLE CONNECTIONS AT ROOF 2 S7.0.1
TYPICAL BEAM TO COLUMN ALL SIMPLE CONNECTIONS AT FLOOR 3 S7.0.1
TYPICAL BEAM TO COLUMN CONNECTION AT FLOOR - MOMENT 11CONNECTION TO COLUMN WEB. SIMPLE OR MOMENT CONNECTIONS TOCOLUMN FLANGE S7.0.1
TYPICAL BEAM TO COLUMN CONNECTION - BEAM CONTINUOUS OVER OR 19UNDER COLUMN S7.0.1
TYPICAL BEAM TO BEAM CONN. 4DEPRESSED FLOOR BEAMS S7.0.1 TYPICAL BEAM TO BEAM MOMENT 8CONNECTION S7.0.1
TYPICAL BEAM WEB OR COLUMN 12STIFFENER PLATE DETAIL S7.0.1 TYPICAL W6 SIMPLE 20CONNECTIONS S7.0.1
TYPICAL FULL DEPTH STIFFENER 24PLATE

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 83
N O T E : SEE CONNECTION SCHEDULE.

C.L. HSS BEAM
WT SECTION,WEB SIZE TO MATCH SCHEDULE ( ), FLANGE WIDTH 4" MIN., 6" MAX. FLANGE THICKNESS NOT LESS THAN WEB THICKNESS BOLTS
W BEAM
*
*
*
*
BOTH
SIDES
HSS BEAMPL. EA. SIDE OF HSS BEAM, FITTED STIFF.

C.L. W BEAM
C.L. 3/4" Ø THREADED STUD
3" 1"
MAX.

DIAMETER, SEE PLAN

PLAN SEE PLANSYMBOL
C.L.

D
MIN.

SPAN / 4
MIN.
2D C.L.

SECTION J-J

ROUND REINFORCED
TYPE B

ROUND UNREINFORCED
TYPE A
JJ

XS PIPE
6"
D
D / 2
MAX.

NOTE: REINFORCE OPENINGS WHEN C.L. OF OPENING IS WITHIN SPAN / 4 OF END OF BEAM OR WHEN DIAMETER OF PENETRATION IS GREATER THAN D / 3 5/16
NOTE: ALL OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE

APPROVED BY ENGINEER

MINIMUM SPACING BETWEEN PENETRATIONS
D

NO PENETRATIONS ALLOWED

MINIMUM ALLOWABLE DISTANCE FROM BEAMBEAM FRAMING INTO BEAM WITH PENETRATIONS

PENETRATIONS MUST BE CENTERED IN BEAM
M
AX.

D / 3
2D
C.L.
5/16
BOTH
SIDES
3"
C.L. 3/4"Ø x 1 3/4" WELDED THREADED STUD w/ NUT & WASHER C.L. HSS BEAM
5/16 TYP.

HOLD WELD BACK 1/2" E.W.

AT CORNER
PL. 3/8, EACH SIDE OF HSS BEAM, FITTED STIFFENERHSS BEAM 5/16 TYP.

PL. 3/8
USER NOTES:THIS DETAIL SHOULD BE COORDINATED WITH EVERY OTHER CURB DETAIL THAT MIGHT BE ON OUR DRAWINGS IN DIFFERENT LOCATIONS.

USER NOTES (DETAIL 11 / TS7.0.2):MAXIMUM SHEAR IN THIS CONNECTION IS 84 KIPS. THE LIMITING FACTOR IS THE WELDS FROM THE HSS TO THE VERTICAL PLATES. SEE BACK UP CALCULATIONS FOR ASSUMPTIONS. 3/83/8
3/4"Ø x 1 3/4" THREADED STUDC / W NUT & WASHER
C.L. COL.

L4x4x3/4" T&BHSS BEAMPL. 3/8HSS BEAM7/8" Ø A307 ERECTION BOLT 4"
5/16 TYP.
1/4 TYP.
1/2" TYP.
3/8 TYP.
7/8" Ø NUT TACK WELDED TO INSIDE OF TSPL. 3/8
5"
PL. 3/4"
USER NOTES (FOR TOP DETAIL):MAXIMUM SHEAR IN THIS CONNECTION IS 170 KIPS. THE LIMITING FACTOR IS THE WELDS. SEE BACK UP CALCULATIONS FOR ASSUMPTIONS.USER NOTES (FOR BOTTOM DETAIL):MAXIMUM SHEAR IN THIS CONNECTION IS 117 KIPS. THE LIMITING FACTOR IS THE ANGLE LEG BUCKLING. SEE BACK UP CALCULATIONS FOR ASSUMPTIONS.

SHOWN SIMILAR
PLAN

CJP T&B

AT ROOF
MILL.

TYP.

CJP T&BFLANGE,TYP.
1/4" PL. THICKNESS
ALIGN
SEE CONN. SCHEDULE

IF EXTENDS
ABOVE
PL. 1/2 MIN.,T&B

SHOWN DOUBLE AS NOTED

ROW WHERE OCCURS

PIPE COLUMNHSS COLUMN

PLAN MARKS

PLAN SECTION
BB
A A
HSS OR PIPE COL. (HSS SHOWN)

SLOT COLUMN
+ 1/16" FOR WEB PL.

SECTION A-A SECTION B-B
N O T E : SEE CONNECTION SCHEDULE.

TYP.

CJP AT DBL ROW OF BOLTS
DOUBLE ROW WHERE OCCURSWEB PL.DEEPEST BEAM
C.L. C.L.

OVERSLOT HSS
AND REPAIR, TYP.

BOLTS AND WEB PL.

W BEAM, TYP.

EXTEND 1/2" AT CONT. WEB. PL. w/ BEAM ONE SIDE
TYP.

BOLTS AND WEB PL. CAP PL. 1/2"
CAP PL. 1/2"
PJP

OVERSLOT HSS
AND REPAIR, TYP.

SIM.
*
*
*
*
*
*
* TYP.

N O T E : SEE CONNECTION SCHEDULE.

SHOWN DOUBLE AS NOTED

ROW WHERE OCCURS

PIPE COLUMNHSS COLUMN
SIM.

A A
BB
CJP AT DBL. ROW OF BOLTS
W BEAM, TYP.

PLAN SECTION

PLAN MARKS

SECTION A-A SECTION B-B
BOLTS AND WEB PL.

CJP ATSPLICE

OVERSLOT HSS TO SPLICE AND
BOLTS AND REPAIR, TYP.WEB PL.

DOUBLE ROW WHERE OCCURSWEB PL.DEEPEST BEAM
C.L. C.L.

EXTEND 1/2" AT CONT. WEB. PL. w/ BEAM ONE SIDE

SLOT COLUMN
+ 1/16" FOR WEB PL.

OVERSLOT HSS TO SPLICE AND REPAIR, TYP.

TYP.

SPLICE HSS
HSS OR PIPE COL. (HSS SHOWN)
*
*
* *
*
*
* TYP.

W COLUMN FLANGEDIAGONAL STIFFENER PL. WHEN t < 6"TOP OR BOTTOM BEAM FLANGECOLUMN STIFFENER PL's WHEN t > 6" t
N O T E : FOR STIFFENER PL. SIZE & WELDING, SEE TYPICAL MOMENT CONNECTION DETAILS.

SKEWED SHEAR PL. AT SKEWED BEAM

SHEAR PLATE WHERE OCCURS, SEE PLANS
W.P.

SEE NOTE 2COLUMN
C.L.

C.L.

C.L.
5/165/16 TYP.

PL. 1/2" SAME DEPTH AS SKEWED SHEAR PLATE. OMIT WHERE SKEWED SHEAR PLATE FRAMES INTO COL. FLANGE N O T E S :1. FOR INFO. NOT SHOWN, SEE2. AT SFRS, SHEAR PLATES ON EITHER SIDE OF COL. WEB SHALL BE OFFSET TO THESAME SIDE OF BEAMS.

CJP, TYP.

SHOWN THUS: ON PLANS
SYMM. ABOUT
C.L.

PLAN SYMBOL
W x H
(L/3 MIN.)

SEE PLAN
FULLLENGTHTYP.

TYP.

OPEN

ELEVATION SECTION

NO WELD
N O T E : ALL OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION W BEAM
TYP.

H
OPENING AND REINF. SEE PLANS FOR OPENING SIZE AND LOCATION CJP
FLAME CUT OPENING WITH MINIMUM RADII OF 2*tw BUT NOT LESS THAN 5/8", GRIND SMOOTH, INSPECT FOR CRACKS PL. EACH SIDE WIDTH TO MATCH WIDTH OF FLANGE
W BEAMPL. x EACH SIDE (TYP.)
SYMM. ABOUT
C.L. OPENING
MAX. W = D
WIDTH = W
TYP.
1/2"
1/2" TYP.

D
1/2 D
HEIGHT = H R
W W
C.L. FRAME BEAM, PERIMETER BEAM OR COLLECTOR

PLAN MARK
PER SCHEDULEGUSSET PL., MATCH THICKNESS OF L, EA. END

ADJACENT BEAM

TOP BOTTOM FLANGEFLANGE
4" SEE

SCHEDULE
TYP.

FRAME BEAM, TYP.
5/16 4" MIN.

TYP. OR
AISC MIN.

IN LIEU OF WELDS, MAY USE (2)-7/8" DIA. A325N BOLTS FOR BEAMS< 211 PLF AND (3) - 7/8" DIA. A325N BOLTS FOR BEAMS > 211 PLF. 3" T&B
1 1/2" OR AISC MIN. 3"
1 1/2" OR AISC MIN.

W.P.

MAX. SPAN PER SCHEDULE

BRACE SCHEDULE
MAX. SPAN L SIZE WELD
L4x4x3/8L6x6x1/2L6x6x3/8
5'-0"
10'-0"13'-0"
1/4"
BEAM WT.
< 211 PLF
> 211 PLF< 211 PLF> 211 PLF< 211 PLF> 211 PLF
L5x5x1/2L5x5x3/8L8x6x1/2
5/16"5/16"
1/4"1/4"
5/16"
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL STEEL

DETAILS
S7.0.2
Owner

PIEDMONT

AQUATICS
21-103
S7.0.2
TYPICAL W BEAM TO HSS BEAM 8SIMPLE CONNECTION S7.0.2
TYPICAL HSS BEAM TO W BEAM 12SIMPLE CONNECTION
S7.0.2
BEAM WEB PENETRATION LOCATION CRITERIA AND DETAILS FOR ROUND 17PENETRATIONS S7.0.2
TYP. HSS BEAM TO HSS BEAM 11SIMPLE CONNECTION
S7.0.2
HSS BEAM TO W COLUMN 4CONNECTION
S7.0.2
W BEAM TO HSS COLUMN 3MOMENT CONNECTION
S7.0.2
TYPICAL BEAM TO HSS COLUMN OR PIPE COLUMN, SIMPLE CONNECTION AT 1FLOOR S7.0.2
TYPICAL BEAM TO HSS COLUMN OR PIPE COLUMN, SIMPLE CONNECTION AT 2FLOOR 1" = 1'-0" S7.0.2
TYPICAL VERTICAL OFFSET OF 20COLUMN STIFFENER PLATES 1 1/2" = 1'-0" S7.0.2 TYP. SKEWED BM. TO COL. CONN. 24
S7.0.2
BEAM RECTANGULAR WEB PENETRATION REINFORCING DETAIL 18
S7.0.2
TYPICAL COMPRESSION FLANGE BRACE 19

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 84
P.W. = PUDDLE WELD, TSW = TOP SEAM WELD (1 1/2" MIN.), B.P.= BUTTON PUNCH, VSC2=VERCO SIDELAP CONNECTION 2 1 1

DECK AND FILL MARK
(SEE
PLAN) 10
- DECK GAGE AND PROFILE TYPE, SEE
3 -
4 - DECK WELDS, SEE DETAIL(s) FILL THICKNESS
ABOVE
DECK
- FILL TYPE
FILL

REINFORCEMENT R E M A R K S
1 A - 18 GA 3/4" Ø P.W. 4 3/4" Ø P.W. 18" B.P. 24" 3 1/4" LWC #4@12" 2ND FLOOR / ROOF SIZE
AND
TYPE
SIZE
AND
TYPE
SIZE
AND
TYPE
# PER

SHEET SPACING SPACING

W E L D A W E L D B W E L D C
S T E E L D E C K N O T E S1. SEE ROOF AND FLOOR FRAMING PLANS FOR EXTENT OF DECK TYPES. NOT ALL DECK TYPES ARE SHOWN.

2. DECK SIDE LAPS SHALL BE CRIMPED TOGETHER AT WELD POINTS BEFORE MAKING TOP SEAM WELDS.

3. SEE TYPICAL DETAILS ON THIS SHEET FOR REINFORCEMENT REQUIRED FOR OPENINGS IN THE DECK. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICALDRAWINGS FOR MAJOR OPENING SIZES AND LOCATIONS. OTHER OPENINGS ARENOT SHOWN AND ARE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER.

4. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR EDGE OF DECK DIMENSIONS.

5. ALL BEAMS COVERED BY STEEL DECK ARE TO HAVE DECK WELDED TO IT.6. STEEL DECK AND STEEL MEMBER SURFACES COVERED BY STEEL DECK SHALL

NOT BE PAINTED AND SHALL BE FREE OF MOISTURE, RUST, SCALE, DIRT, SAND AND OTHER MATERIALS THAT WILL INTERFERE WITH THE WELDING OPERATIONS.

SEE SPECS.

7. STEEL DECK CONTRACTOR SHALL PROVIDE AND INSTALL CLOSURE ANGLES, AND OTHER GAGE METAL SHAPES TO CLOSE ALL MISC. OPENINGS IN DECK AS NEEDED AROUND COLUMNS, VERTICAL DISCONTINUITIES, ETC.

8. ALL PUDDLE WELDS ARE 3/4"Ø OR EQUAL, REFER TO MANUFACTURER'S RECOMMENDATION.

9. STEEL DECK W/O CONCRETE MAY REQUIRE LIGHT GAGE EDGE ANGLES OR CLOSURE ANGLE, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT.

10. SHEAR STUDS MAY BE USED TO REPLACE PUDDLE WELD ON A ONE-TO-ONE BASIS.

11. LAYOUT OF DECK SHALL PROVIDE SHEETS OF SUFFICIENT LENGTH TO SPAN AT LEAST THREE SPANS. ENDS SHALL TERMINATE OVER A SUPPORT PERPENDICULAR TO THE DECK SPAN, EXCEPT AT OPENINGS OR BUILDINGEDGES WHERE DECKS MAY BE CANTILEVERED AS SHOWN. SEE SPECIFICATIONSFOR COMPLETE REQUIREMENTS.

12. DO NOT PLACE CONDUITS OR PIPES IN CONCRETE FILL OVER METAL DECK WITHOUT THE APPROVAL OF THE ENGINEER.
2" MIN., IF LESS THAN 2", ADD CONT. 14 GA. PL. SHOWN AT DECK CENTERED DECK SPLIT RIGHT. DECK NOT CENTERED DECK SPLIT DECK SIDE LAP WELD (PREFERRED)

D E C K P A R A L L E L T O B E A M S
C

TOP SEAM WELD
N O T E S :

1. CRIMP BEFORE WELDING.2. PRESS DECK DOWN TO ENGAGE.

SUPPORT ANGLES
FOR X<8" USE CLOSURE
ANGLE
FOR X>8" USE L4x4 SUPPORT ANGLES AT 4'-0" O.C.

B
WELD
CONT.14 GA PL.
1 1/2"
3" LAP, MIN.

B
WELD
MIN.
1 1/4"
B
MIN.
2"
MIN.
2"

INTERMEDIATE BEARING BUTT JOINT END BEARING
(PREFERRED) (NOT PREFERRED)

LAP JOINT

D E C K PERPENDICULAR T O B E A M S
SEE PLAN OR S.A.D. FOR DIMENSIONS
* WELD THRU BOTH SHEETS
TO BEAM FLANGE.
*
3" MIN.

A
STEEL BEAM, TYP.

SEAL JOINT,SEE SPECS.

A
2 1/2" MIN. 2 1/2" MIN.1 1/2" MIN. 1 1/2" MIN.

SEE STEEL DECK WELDING SCHEDULE, NOTES AND OTHER DETAILS MAX.
1' - 6"
1 1/2" MIN.
2" LAP MIN.
*
WELD
WELD
*
WELD
C

TOP SEAM WELD

DECK SIDE LAP WELD
NOTES:

1. CRIMP BEFORE WELDING.2. PRESS DECK DOWN TO ENGAGE.

DECK EDGE
WELD
B
FOR DIMENSION, SEE PLAN OR S.A.D.

SEE OTHER DETAILS
6 STUDDIA. MIN.

DECK SPLIT
TYP.
2" MIN.
2" LAP MIN.

B
B
1 1/2"MIN.

DECK CENTERED
(PREFERRED)

DECK OFFSET LAP JOINT
B
2" MIN.

D E C K P A R A L L E L T O B E A M S

D E C K P E R P E N D I C U L A R T O B E A M S

BUTT JOINT INTERMEDIATE

BEARING

END BEARING

FILL DECK
A

FOR DIMENSION,

SEE PLAN
OR S.A.D.

WELD
A

SEEOTHER DETAILS

DIRECTION CHANGE
A
3" MIN.,TYP.

TYP.
2" MIN.
18 GA. ENDCLOSURE
A
B
CONT.16 GA. PL.
1 1/2"3" LAP, MIN.

WELD
WELD
WELD
WELD
WELD
WELD
WELD
N O T E S :

1. INDICATES STUD DIAMETER AND HEIGHT OF STUD ABOVE TOP OF STEEL AFTER WELDING.2. FOR SINGLE ROW OF STUDS, SEE . FOR DOUBLE ROW OF STUDS, SEE . 3. FOR ALL BEAMS WITH NO STUDMARK, USE "TYP" STUD INFORMATION SHOWN ABOVE.4. STUDS SHOULD BEGIN 6 INCHES FROM GUSSET PLATES AT BEAM ENDS WHERE APPLICABLE.5. OMIT STUDS WHERE NO CONCRETE FILL IS PRESENT.6. FOR DECKS WITH LESS THAN 2 1/2 IN. OF FILL, PROVIDE 3/4 IN. CLEAR TO TOP OF STUD.

TYPE 1ELEVATIONTYPE
2 ELEVATION
1 1/2"
MIN. T.O.C.
1" MIN., 1 1/2" MAX.H AFTER WELDING
C.L. SUPPORT
12", U.O.N. 12", U.O.N.12", U.O.N. 12", U.O.N.

ZONE 1
ZONE 2 ZONE 1 ZONE 2

FIRST STUD

BEAM REACTIONS
4 S7.0.3
22 S7.0.3
1221

NUMBER OF ROWS AT STUD
SPACING (IN.)

SHORING

REQUIRED MARK SIZE ELEVATION
SEE
PLAN SEE NOTE 1 ZONE 1 ZONE 2 ELEVATION TYPE SEE GENERAL NOTES S1S2S3
TYP. 3/4" Ø x H
3/4" Ø x H3/4" Ø x H3/4" Ø x H 1 @ 12" O.C.
1 @ 12" O.C.2 @ 12" O.C.1 @ 12" O.C.
2 @ 12" O.C.2 @ 12" O.C.

NONONONO
-- CONSTRUCTION JOINT
*

PARALLEL TO DECK

PERPENDICULAR TO DECK
*TYPICAL LAYOUT & CONSTRUCTION JOINTS

SEE PLANS OR SPECIFICATIONS FOR CONSTRUCTION JOINT LOCATIONS

CONSTRUCTION JOINT
*
CONTINUE REINF. OR W.W.F. THRU C.J.1"x2"x6" LONG KEYS AT 24" O.C.CONTINUE REINF. OR W.W.F. THRU C.J.1"x2"x6" LONG KEYS AT 24" O.C.

EQ.

U.O.N. #3 AT 12"
REINF., SEE SCHED W.W.F. SHOWN BAR REINFORCING SIMILAR
MAX.
3"

AT EDGES
SPAN OF DECK MAY VARY, TYP.
#5 CONT. #5 CONT.

SUPPORT ANGLES (WHERE OCCURS)
2'-0"
THAN 3"

GREATER
1"
12" 4 1/2" ±
SHEET WIDTH = 36"
4 1/2"±
SHEET WIDTH = 36"
SHEET WIDTH = 36"SHEET WIDTH = 36"

TYPE B DECK
VERCO N-32 OR APPROVED EQUAL

TYPE A DECK

TYPE D DECK

TYPE E DECK

TYPE C DECK
VERCO W3 FORMLOK OR APPROVED EQUAL

VERCO B FORMLOK OR APPROVED EQUAL
VERCO HSB-36 OR APPROVED EQUAL
VERCO W2 FORMLOK OR APPROVED EQUAL
12" 5"±
2"
5" 7 1/2"
12"
2 1/2"±
1 3/4"±
6" 3 1/2"±
6"
2 1/2"±
1 3/4"±
3 1/2"±
12"
7 1/2"±
3"
1 1/2"
6"
6"
3" 1 1/2"
MIN. (in )
16GA 1.50918GA 1.20320GA 0.89622GA 0.718
4 MIN. (in )
16GA 1.64718GA 1.22320GA 0.83722GA 0.655
4 MIN. (in )
16GA 0.37718GA 0.30220GA 0.21622GA 0.175
4 MIN. (in )
16GA 0.37718GA 0.30220GA 0.21622GA 0.175
4 MIN. (in )
16GA 0.69418GA 0.55520GA 0.42322GA 0.340
4 SHEET WIDTH = 32"
3 7/8"4 1/8" 8"
2 1/8"
1 5/8"
ADD 6x6W2.9xW2.9WWF CONT. ALONG
STEP AND LAP 6'-0" EA. SIDE
#4 ADDT'L. SPACING TO MATCH MAIN REINF.

SEE
(1) - #5 CONT.
2'-0"
2'-0"

BAR REINFORCING
W.W.F. REINF.

TYP. REINF.

C.L. S.A.D.
19 S7.0.3
T
tw
L3x3x1/4 OR 1/4" BENT PL. @2'-0" O.C. AND 6" FROM EA. END OFLEDGER.VARIES, SEE PLAN IF MORE THAN 4", SEE ALT. ABOVEL4x4x1/4 LEDGER CONT. d / 2
3/16 33/16 3-12
L4x4x1/4 LEDGER CONT.4" OR MORE, WELD DIRECT TO BEAM WEB 1/4
3/16
d / 2
3"
3/16 3-12
3/16 2
1/4 4-12
L5x3x1/4 LEDGERCONT.

BENT PL. 1/4x3"@2'-0" O.C. AND6" FROM EA. ENDOF LEDGER
2" MIN.

VARIES, SEE PLAN 3" MIN., 1'-2" MAX.

STIFF PL.3/8 E.S.@4'-0" O.C.PL.5/8, CUT TO FIT
1/4
bf
bf
tw
PL. tf x bf
tf tf
VARIES, SEE PLAN, 3" MAX.

T.O.S. ELEV. SEE PLAN

UPSET DECK DEPRESSED DECK

DOUBLE ROW OF STUDS

SINGLE ROW OF STUDS

ALTERNATE STUDS
EA. SIDE OF DECK RIB, TYP.

STUD BEYOND
FILL
DECK
2" MIN. 2 1/2" 2" MIN.

DECK PERPENDICULAR
* SPLIT DECK REQUIRED FOR DOUBLE STUDS, U.O.N. ABOVE
(MIN.)
2"
MIN.
2"

DECK SPLIT
*
2 1/2'(MIN.)
MIN.
2"
2 1/2"(MIN.) MIN.
3"
(MIN.)
2"

DECK EDGE DIRECTION CHANGE

SEE OTHER DETAILS
2 1/2" MIN. SEE PLAN
OR S.A.D.

SEE MECHANICAL, ELECTRICAL OR ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS OF CURBS AND PADS. COORDINATE DEPTH OF PAD OR HEIGHT OF CURBS WITH BOLT EMBEDMENT REQUIREMENTS.

CURB ON DECK AND CONC. FILL
PAD ON DECK AND CONC. FILL

CAST IN PLACE DOWELS DRILLED DOWELS
*
*
12" MIN.
#4 AT 36" E.W.#4 RD 36" E.W.

DRILLED IN OR CAST-IN-PLACE ANCHORS, SEE M.E.P. OR ARCH. DWGS. 4" MIN.6" MAX.
*
3", TYP.1/4" ROUGHEN OR SANDBLAST SURFACE (TYP.)
REFER TO EQUIP. DETS. FOR

ANCHORAGE
REQUIREMENTS6 BOLT DIA. OR 3" MIN. WHICHEVER IS GREATER *
*
#4 AT 18"
12'"
MAX.
(2) - #4 CONT.

TYPICAL SLAB
#4 RD 18" REINF.
#4@18" O.C. E.W.

MAX.
12"
2"
1"
AT EA.

FLUTE
UPPER ANGLEREQ'D. AT CONC.FILLCONT.

ANGLES 18
GA.

WHEN OVERHANG EXCEEDS MAX., USE DETAIL

DECK FLUTES PERPENDICULAR TO BEAM
CONC. FILL WHERE OCCURS

DECK FLUTES PARALLEL TO BEAM
(USE FOR FLUTES SKEWED RELATIVE TO BEAM)
WHEN OVERHANG EXCEEDS MAX., USE DETAIL
OR S.A.D.

SEE PLAN
MIN.
2"
OVERHANG 8" MAX.

WELD
B
3/4 12"
O.C.
18 GA.ONLY
1/16 1"-12"
10 TO 16GA. ONLY MIN.
1"
OR S.A.D.

SEE PLAN
CONT. EDGE

ANGLE (SEE

TABLE FOR GAGE)
t
FOR DECKw/o FILLS.A.D. FOR t

O V E R H A N G

EDGE ANGLE THICKNESS (GAGE)
t
4"
4 1/2"
5"6"7"
5 1/2"6 1/2"7 1/2"
2"
1616161616161414
3"
1616161616141412
4"
161412
5"
141212
16 1412 12141414
121214
6"
12 7"
10 8"
10 12 1012 1012 1012 1012 121212
12121212121212
1212
21 S7.0.3
21 S7.0.3
OR S.A.D.

SEE PLAN
C.L.

CONC. FILL
EDGE REINFORCINGSEE1/4 STIFF. PL.

ALIGN w/ L4x4
(18" MAX.)
L
7 1/2"
MAX.
3/4
PJP
3/16
L4x4x1/4SUPPORT ANGLE
*
CONT. 14 GA EDGE ANGLE
* SHORING MAY BE USED IN LIEU OF L's.
12" < L <= 18"8" < L <= 12" 4'-0" O.C.
2'-0" O.C.

L SPACING

SUPPORT ANGLE SPACING
11 S7.0.3
ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL METAL

DECK DETAILS
S7.0.3
Owner

PIEDMONT

AQUATICS
21-103
S7.0.3

STEEL DECK AND FILL SCHEDULE
1 S7.0.3

STEEL DECK NOTES
2 S7.0.3

TYPICAL STEEL DECK TO BEAM WELD DETAILS - NO SHEAR STUDS OR 3 CONCRETE FILL
S7.0.3

TYPICAL SHEAR STUD AND DECK WELD DETAILS - SINGLE ROW OF STUDS 4 WITH CONCRETE FILL S7.0.3
TYPICAL SHEAR STUD AND LAYOUT SCHEDULE 12
S7.0.3
TYPICAL REINFORCING DETAILS FOR CONCRETE FILLS ON METAL DECK 11 S7.0.3
METAL DECK PROFILES AND 10MINIMUM PROPERTIES S7.0.3
TYPICAL FILL REINFORCEMENT 14

AT ELEVATION CHANGE
S7.0.3
TYPICAL LEDGER AT UPSET OR 19DEPRESSED DECK S7.0.3
TYPICAL STUD PLACEMENT AT 23DECK PERPENDICULAR TO BEAM
S7.0.3
TYPICAL DECK AND SHEAR STUD 22DOUBLE ROW OF STUDS S7.0.3 TYPICAL CONCRETE EQUIPMENT 18SUPPORTS
S7.0.3
TYPICAL EDGE OF DECK DETAIL 13
S7.0.3
TYPICAL EDGE OF DECK AT 21LARGE OVERHANGS

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 85
G E N E R A L N O T E S :

1. SEE ARCH., M, E, & P DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS.2. IF X IS NOT GREATER THAN 1'-0" ANGLE MAY BE OMITTED ON SIDE CLOSEST TO BEAM.

3. OPENING SHALL BE BLOCKED OUT PRIOR TO CONCRETE POUR AND DECK LEFT INTACT UNTIL 14 DAYS AFTER CONCRETE POUR.

4. OPENING DIMENSION SHALL BE CONFINED TO CLEAR SPACE BETWEEN EDGES OF ADJACENT BEAMS.

5. PROVIDE TRIM BAR AROUND OPENING PER TYPICAL DETAILS.

BOTTOM ANGLE METHOD N O T E S :TOP ANGLE METHOD N O T E S :6. ANGLES MAY BE ATTACHED BY DETAIL 1 , 2 OR 3 PROVIDED THEY ARE INSTALLED BEFORE DECK IS CUT.

7. AT CONTRACTOR'S OPTION, DECK MAY BE CUT AHEAD OF CONCRETE POUR PROVIDED THAT THE ANGLES ARE INSTALLED BY DETAIL 1 OR 2 BEFORE THE DECK IS CUT. ANGLES SHALL BE L4x4x3/8

8. CONCRETE FILL MUST BE 4" MIN. TO USE TOP ANGLE REINFORCEMENT.9. AT CONTRACTOR'S OPTION, DECK MAY BE CUT AHEAD OF CONCRETE POUR PROVIDED THAT THE ANGLES ARE INSTALLED BEFORE THE DECK IS CUT. ANGLES SHALL BE REPLACED BY FLAT HSS3x1 1/2 x1/8.

BOTTOM ANGLE
METHOD

TOP ANGLE
METHOD
C.L. SYMM.

DECK SPAN
L3x3x3/16,SEE NOTE 7 IF

ANGLES ARE
USED AS SHORING.

WHERE BOTTOM

ANGLE CONFLICTS
WITH GIRDER, CONNECT ANGLE TO GIRDER SIM. TO DETAIL B OF FRAMED OPENINGBEAM BELOWTYP.GIRDER BELOWTYP.

ANGLES EXTEND
3 FULL BOTTOM

FLUTES BEYOND

OPENING ON

EACH SIDE
1/8 1"
WELD AT CENTER OF EACH CONT. TOP FLUTE

TOP FLUTEBOTTOM FLUTEDECK WEB

ANGLES EXTEND
3 FULL TOP

FLUTES BEYOND

OPENING ON

EACH SIDE
2'-0" MAX.
1/8 1/2"

WELD ATTOP FLUTE

ADJACENT

TO EVERY CUT WEB
L1 3/4x1 3/4x1/4,SEE NOTE 9 IF

ANGLES ARE
USED AS SHORING. SEE NOTE 4
11'-0" MAX.

X
1" MIN.2" MAX.

EQ.EQ.
1/2" Ø EXPANSION
ANCHOR AT EA.

BOTTOM FLUTECONCRETE FILL

SECTION A-A
1" MIN.
1 1/2" MAX.

OPTION 3OPTION 2
1/2" Ø A307 BOLT
AT EA. BOTTOM
FLUTE
1/2" Ø MACHINEWELDED THREADEDSTUD BOLT TO

ANGLE AT EACH
BOTTOM FLUTE.WITH OR WITHOUT CONCRETE FILL
OPTION 1
3/16" SQUARE PL. WASHER(WR - 1/2")
WR
3/16" SQUARE PL. WASHER(W -1/2") R
EQ. EQ.

WITH OR WITHOUT CONCRETE FILL
SEE FOR LIMITATIONS 6" Ø MAX.

CUT NO MORE THAN 1 WEB AT EACH HOLE WHERE AN OPENING CUTS A DECK WEB, SHORING MAY BE REQUIRED.

IF OPENINGS ARE CLOSER OR LARGER THAN SHOWN, REINFORCE DECK - SEE OTHER DETAILS. 1 S7.0.4
SEE

OPENING PATTERN CLASSIFICATION / DETAIL
6" Ø MAX. FOR DECK WITH FILL, TYP FOR LIMITS OF OPENING SIZE FOR DECK WITHOUT FILL SEE

UNREINFORCED

OPENING
SEE

REINFORCED

OPENING
SEE
FRAMED

OPENING
C.L. C.L.

C.L.C.L.

SPAN DIRECTION OF METAL DECK, TYP.
6 DIA. OF LARGER OPENING, MIN.6 DIA. OF LARGER OPENING, MIN. NOT LESS THAN 18" C.L. C.L.

MAX.
11'-0"
MAX.
11'-0"
8'-0" MAX.
>2'-0"
8'-0" MAX.
>2'-0"
8'-0" MAX.
>2'-0" 2'-0"
MAX.

LESS THAN 6 DIA OF LARGER OPENING

CONSIDERED

A SINGLE OPENING

CONSIDERED

A SINGLE OPENING
LESS THAN 6 DIA OF LARGER OPENING OR 18"
2'-0"
MAX.

MAX.
11'-0"
<1'-6"CLEAR
<1'-6"
CLEAR

CONSIDERED

A SINGLE OPENING
MAX.
11'-0"
2'-0"
MAX.

N O T E :CHECK FIRST IF OPENING(S) MEET THE CRITERIA FOR UNREINFORCED.IF NOT, CHECK IF OPENING(S) MEET THE CRITERIA FOR REINFORCED.IF NOT, THEN OPENING(S) SHALL BE FRAMED. <1'-6"CLEAR
<1'-6"
CLEAR

CONSIDERED

A SINGLE OPENING
LESS THAN 6 DIA OF LARGER OPENING OR 18"

CONSIDERED

A SINGLE OPENING
4 S7.0.4
8 S7.0.4
6 S7.0.4
7 S7.0.4
16 S7.0.4
8 S7.0.4
A A
BB
11'-0" MAX.SEE NOTE 6
X
2'-0"
MAX.
#4, TYP.
2-#5, TYP.BEAM BELOW, TYP.
1 1
1'-0
MIN
"
TYP.
., DECK SPAN
2'-6"TYP.

ADDED BARS

T & B,PLACE BOTTOM BAR ON DECK
OPNG. 1" CLR. TYP. REINF.

TYP.

A - AB - B
OPNG. 1" CLR.

TYP.

TYP. REINF.

ADDED BARS
T & B
N O T E S :1. REBAR SHOWN REPLACES TYP. REINF. AT OPENINGS.2. OPENING SHALL BE BLOCKED OUT PRIOR TO CONCRETE POUR AND DECK LEFT INTACT UNTIL 14 DAYS AFTER CONCRETE POUR.

3. AT CONTRACTOR'S OPTION, DECK MAY BE CUT AHEAD OF CONCRETE POUR PROVIDED THAT THE CONTRACTOR ADDS CLOSURE PIECES AND PROVIDES SHORING AS REQUIRED.

4. IF X IS NOT GREATER THAN 1'-0" ADDED REBAR MAY BE OMITTED ON SIDE CLOSEST TO BEAM.

5. SEE ARCH., M, E, & P DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS.6. OPENING DIMENSION SHALL BE CONFINED TO CLEAR SPACE BETWEEN EDGES OF ADJACENT BEAMS.

T
T

SEE FOR LIMITATIONS
1 1/4" Ø MAX. THRU BOTTOM FLUTE
4" Ø MAX. THRU TOP FLUTE TYPE B DECK3" Ø MAX. ALL OTHER DECK TYPES DO NOT CUT DECK WEB S TYP.

IF OPENINGS ARE CLOSER OR LARGER THAN SHOWN, REINFORCE DECK - SEE OTHER DETAILS. 1 S7.0.4

OPEN HOOK BARS IF
LESS THAN 2'-6"
EDGE#4 DIAGONAL#5 TYP.FOR CONCRETE FILL THICKNESS ABOVE DECK LESS THAN 3", OMIT DIAGONALS. 2'-6", TYP. 3" CLR.
2'-6"
TYP.
3"
CLR
N O T E S :1. THIS DETAIL APPLIES WHERE CALLED FOR ON TYPICAL DETAILS AND AT ALL LARGE OPENINGS.

2. AT FILL REINFORCED WITH W.W.F. LESS THAN 4" THICK, DIAGONAL TRIM BARS (ONLY) ARE REQUIRED.

EQ.

PIPEWHERE OCCURS
L2 1/2x2 1/2x3/16 TYP. (LLH)TYP. ON ALL SIDES.
3" CLR.

MAX. DECK NOT SHOWN FOR CLARITY

VIEW FROM ABOVE VIEW FROM BELOW
P.J.P.

DECK FLUTES
TYP.PUDDLEWELD

SECTION A-A
PLAN 1/4
EA. END,TYP.

BEAM OR GIRDER, TYP.W COL.

SUPPORT ANGLES WHERE REQ'D
1/4" BENT PL.END OF DECK14 GA .CLOSURE L A
A
END OF DECKEDGE OF MTL. DECK
SEE FOR INFO. NOT SHOWN.
2" MIN.

MAX.
1' - 0"
4"
MAX.
3"
MAX.
2"
14 S7.0.4

D TYPE TRANSVERSE

FRAMING SECTION
FLOORS 0' TO 3'
3' TO 5'5' TO 8'

FLOORSFLOORS

ROOFROOFROOF
L4x4x3/8L3x3x3/8L4x4x3/8W6x15L5x5x1/2L5x5x1/2
DETAIL
B ALT. DETAIL
B
2-5/8" Ø A307 FACE OF WEB 2-5/8" Ø A307 FACE OF WEB
3" 2 1/4"
W6
ANGLE
3/8" PL.
3/16
W63/8" PL.
3/16
W6
W6
3/8" PL.
3/16
DETAIL
A
2-5/8" Ø A307
BEAM
3" 2 1/4"

SECTION
PLAN
DECK
SPAN
A
B OPEN
W6x15

BEAMSEE PLAN
12'-0" MAX.

MAX.
11'-0" IF DISTANCE FROM EDGE OF
OPENING TO EDGE OF BEAM FLANGE IS LESS THAN 1'-0" TRANSVERSE FRAMING MAY BE OMITTED ON THAT SIDETRANSVERSE FRAMING, W6x15 SEE TABLE
D
NOTE: PROVIDE TRIM REINFORCING

PER TYPICAL DETAIL
TYPICAL REINF., SEE PLAN

CURB ON SLAB ON GRADE
#4 @18" O.C. 3"#4 @18" O.C. CENTER IN LOW FLUTE
3"
METAL STUD WALL,S.A.D. FOR LOCATION, DETAILS AND ANCHORAGE #4 CONT.
3" MIN.

CURB ON METAL DECK
CURB, S.A.D.(8" MAX.)CONC. FILLDECKCURB, S.A.D.(8" MAX.) #4 CONT. 3"

END OF DECK
14 GA.CLOSURE L MAX.
1"
SEE FOR INFO. NOT SHOWN

END OF DECK
1' - 0"
MAX.
14 S7.0.4
OR S.A.D.

SEE PLAN C.L.

CONC. FILL
EDGE REINFORCINGSEE 11
- 3/16 3-12 CONT. BENT PL SEE SCHEDULE #4 DBA @ 12" O.C. WHERE HORIZ. LOAD OCCURS ON E.O.S. 3" MIN. "OH"

ERECTION BOLT IN LONG-SLOTTED HOLE FOR

ADJUSTMENT IN
FIELD
1" CLR.

BENT PL SCHEDULE

OVERHANG PL THICKNESS
OH < 12"
12" < OH < 17"
17" < OH
1/4"1/4"
USE 17 OR 21/S7.03
AND @
EA. ENDOF BENT PL
1/4" STIFF. PL@4'-0" O.C. WHEREOH > 12".
2/3 d

6.5" MAX
30" MIN
1" CLR
24" MAX.

SEE PLAN OR S.A.D.

C.L.

CONC. FILLEDGE REINFORCINGSEE 11
- 1/4 STIFF. PL. (FULL HEIGHT)
ALIGN w/ L4x4
BENT PL 1/4"
DBA PER 13
- 30" MIN

6.5" MAX
21" MAX
"OH"
NOTES:1. SHORING IS BY CONTRACTOR AND A DELEGATED DESIGN ITEM PER GENERAL NOTE S0.01. THIS DETAIL ASSUMES SHORING POSTS AT 6' O.C. MAX. USE 21/- INSTEAD IF E.O. DECK IS NOT SHORED OR IF SHORING POST SPACING IS > 6'.

2. CONCRETE SHALL REACH 100% COMPRESSIVE STRENGTH AND
14 DAYS PRIOR TO SUPPORTING SHORE POSTS FOR THE ONE STORY ABOVE.

3. SEE DETAIL 13/- & 21/- FOR INFO NOT SHOWN.
1" CLR
SHORE

SEE NOTES
6" TO 8"
24" MAX.

SEE PLAN OR S.A.D. C.L.

CONC. FILLEDGE REINFORCINGSEE 11
- 1/4 STIFF. PL.**** (FULL HEIGHT)
ALIGN w/ SUPPORT ANGLE.

PJP
"W"

SUPPORT ANGLE
*
BENT PL 1/4"
* SHORING MAY BE USED IN LIEU OF L's. SEE 17/-.
17" < OH <= 21" L4x4x1/4

OH ANGLE

SUPPORT ANGLE SCHEDULE
DBA PER 13
- 4'-0" O.C. 3/16" SPACING** WELD, "W"
* OUTRIGGER ANGLES SHALL OCCURWITHIN 1'-0" MAX OF EACH END OF BENT PL

SEGMENTS
*
30" MIN
21" MAX.
"OH"
*** SEE 13/- FOR INFO NOT SHOWN.

6.5" MAX
1" CLR
OMIT STIFF. PL WHERE SUPPORT ANGLE IS WITHIN 2' OF INTERIOR INFILL BM. *** * ARCHITECT:ELS ARCHITECTURE AND URBAN DESIGN2040 Addison StreetBerkeley, CA 94704P: 510.549.2929CIVIL ENGINEER:BKF ENGINEERS4670 Willow Road, Suite 250Pleasanton, CA 94588P: 925.396.7700LANDSCAPE ARCHITECT:SWA2200 BridgewaySausalito, CA 94965P: 415.332.5100STRUCTURAL ENGINEER:FORELL/ELSESSER160 Pine Street, Suite 600San Francisco, CA 94111P: 415.837.0700MEP / FIRE / TELECOM / SECURITY:GUTTMANN & BLAEVOET2351 Powell StreetSan Francisco, CA 94133P: 415.655.4000AQUATICS:

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

TYPICAL METAL

DECK DETAILS
S7.0.4
Owner

PIEDMONT

AQUATICS
21-103
S7.0.4

TYPICAL REINFORCED DECK OPENING WITH OR WITHOUT CONCRETE FILL 6 S7.0.4

TYPICAL UNREINFORCED
4 OPENING AT DECK WITHCONCRETE FILL
S7.0.4

CLASSIFICATION OF OPENINGS IN
1 DECK S7.0.4

TYPICAL REINFORCED DECK OPENING WITH CONCRETE FILL (APPLIES FOR 7 FILL THICKNESS NOT LESS THAN 3")
S7.0.4

TYPICAL UNREINFORCED
8 OPENING AT DECK WITHOUTCONCRETE FILL
S7.0.4
TYPICAL TRIM REINFORCEMENT 12

AT OPENINGS
S7.0.4
TYPICAL DECK SUPPORT DETAIL 14

AT INTERIOR W COLUMNS
S7.0.4
TYPICAL DECK SUPPORT AT 15EXTERIOR COLUMN
S7.0.4
LARGE FRAMED DECK OPENING WITH OR WITHOUT CONCRETE FILL 16(OPENING UP TO 8 FEET WIDE) S7.0.4
CONCRETE CURB DETAILS 19
S7.0.4
TYPICAL DECK SUPPORT AT 18CORNER COLUMN

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set
S7.0.4
TYPICAL EDGE OF DECK DETAIL 13
S7.0.4
TYPICAL EDGE OF DECK AT 17
S7.0.4 LARGE OVERHANGS W/ SHORING
TYPICAL EDGE OF DECK AT 21LARGE OVERHANGS W/OSHORING

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 86

P L A N E L E V A T I O N
EQ.

EQ.

N *
BOX OR HSS COLUMN (WHEN THEY OCCUR)"W" COLS:1/2" NO WELD, TYP. "BOX" OR "HSS" COLS: NO WELD 1" EA. WAY AT CORNERS EQ.

B* g
e
ANCHOR ROD*
PL. THICKNESS t*
AT W COL. PROVIDE

GROUT HOLE SAME
AS A.R. HOLE

OFFSET GROUT HOLE
AS REQ'D. TO CLEAR
WEB AND WELD.
2" TYP.

TOP OF SLABNON-SHRINK GROUT, SEE SPECS
TOP OF FOUNDATION"p" * MIN. A.R. PROJECTION
W *
"W" COLS.: NO WELD ENDS OF FLANGES & "K" REGIONS
* NOTE: SEE BASE PL. SCHEDULE AND

TYPICAL ANCHOR ROD SCHEDULE

C O L U M N B A S E P L A T E S C H E D U L E
COLUMN
SIZE
A.R.

No.

A.R.

DIAMETER e g p t B N W B. P. DETAIL REFERENCE
A N C H O R A G E I N F O . P L A T E I N F O .

W10W12W14
4 44
3/4"3/4"3/4"
1' - 6"1' - 6"1' - 6"
2"2"2"
8"8"8"
1' - 6"1' - 8"
1' - 10"
1' - 6"1' - 8"
1' - 10"
S7.0.5S7.0.5S7.0.5
ANCHOR
ROD

DIAMETER
SEE PLANS,DETAILS ORT.O. CONC. EL.SCHEDULES
"D"
2" MIN.
4" MIN.

COVER

BOTTOM OF CONCRETE

MINIMUM ANCHOR ROD PROJECTION

ABOVE BASE PLATE

BASE PLATE THICKNESSNOMINAL GROUT THICKNESS, SEE SCHEDULEMINIMUM EMBEDMENT LENGTH PER BASE PL SCHEDULE

ANCHOR ROD PER ANCHOR ROD

SCHEDULE / COLUMN SCHEDULE
AT SFRS COLUMN:

SQUARE EMBED BEARING WASHER PL. PER
ANCHOR ROD SCHEDULEAT NON-SFRS COLUMN:

STD WASHER
BASE PLATE w/ OVERSIZED HOLE, PER

ANCHOR ROD SCHEDULE

FULLY TIGHTENED DOUBLE NUTS
A
2 SIDES OF WASHER TYP., SEE ANCHOR ROD SCHEDULE FOR WELD SIZE HEAVY HEX NUTSQUARE PLATE WASHER w/ STANDARD HOLE. SIZE & THICKNESS PER

ANCHOR ROD SCHEDULE
L
W
THREAD LENGTH SETTING NUT AND PLATE WASHER OR SHIM. STACK

AT CONTRACTOR'S

OPTION / COORDINATION

ANCHOR ROD SCHEDULE
BASE
PLATE
HOLE

DIAMETER
"D"

MINIMUM
WASHER
SIZE

MINIMUM
WASHER
t
(SEE NOTE 3)
EMBED
WASHER
SIZE
EMBED

BEARING
WASHER

THICKNESS
(SEE NOTE 3)
WELD A
3/4" 1 5/16" 2" 1/4" 3" 1/2"
1" 1 7/8" 3" 3/8" 4" 1/2"
1 1/4" 2 1/8" 3 1/2" 1/2" 6" 3/4"1 1/2" 2 3/8" 4" 1/2" 6" 3/4"1 3/4" 2 7/8" 4 1/2" 3/4" 6" 3/4" 2" 3 1/4" 5" 3/4" 6" 1"
2 1/2" 3 3/4" 5 1/2" 1" 8" 1"
N O T E S :1. SEE ANCHOR ROD AND BASE PLATE SCHEDULE.2. WHERE WELD "A" IS NOT SHOWN, TACK WELD AS REQ'D. FOR ERECTION.3. FOR F1554 GR. 105 ANCHOR RODS, ADD 1/4" TO MINIMUM WASHER AND EMBED BEARING WASHER THICKNESS.

4. ALL WASHERS AND EMBED BEARING WASHERS SHALL BE Fy = 50 KSI.

DATE:ISSUE:SHEET TITLE:

PROJECT:CLIENT:PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION

STEEL COLUMN

SCHEDULE &

DETAILS
S7.0.5
Owner

PIEDMONT

AQUATICS
21-103
S7.0.5
TYPICAL BASE PLATE GRAVITY COLUMNS 2
S7.0.5
COLUMN BASE PLATE SCHEDULE 1
S7.0.5
TYPICAL ANCHOR ROD AND 4WASHER SCHEDULE

REVISION

NUMBER DATE DESCRIPTION
4/15/2022 25% Progress Set

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022
100% DESIGN DEVELOPMENT
APRIL 30, 2022
Attachmment A Agenda Report Page 87
Pr
IAo
IAi
EA
SA
=
=
=
=
=
C
H
HWR
SS
SS
V
W
SD
L
OF
G
CHR
CHS
CD
CWR
CWS
HPR
HPS
HR
HS
RL
RS
MPR
MPS
LPR
LPS
PD
PW
SCHR
SCHS
RHG
TCHR
TCHS
CR
SV
FOR
FOS
A(*)
PR
LPG
VV
VAC
CO2
DE
DI
CS
EOV
EO
FOV
FO
EVAC
HE
IRRW
N2
NO2
NW
O2
F
SP
DSP
WSP
EQ
#
ABC
#
#
#
EQ-#
EQ-# EQ-#

TAG CFM
NECK
(TYP.)

GENERAL NOTES
A. GENERAL

1. RAISE, LOWER, REMOVE, RELOCATE OR REPLACE WITH NEW AND RECONNECT TO

EXISTING ALL PIPING AND DUCTWORK AS REQUIRED TO MAINTAIN EXISTING AREAS IN OPERATION DURING CONSTRUCTION.

2. VERTICAL AND HORIZONTAL OFFSETS SHOWN IN DUCTS AND PIPES INDICATE THE GENERAL RELATIONSHIP OF THE SYSTEMS. PROVIDE ADDITIONAL OFFSETS

SIMILAR TO THOSE SHOWN AS REQUIRED TO SUIT CONSTRUCTION AND WORK DONE BY OTHER TRADES.

3. INSTALL ALL VALVES, CONTROLS, DAMPERS, ETC., IN ACCESSIBLE LOCATIONS.

PROVIDE ADEQUATELY SIZED ACCESS DOORS WHERE REQUIRED.

4. INSTALL ALL PIPING AND DUCTWORK TO AVOID ARCHITECTURAL FRAMING, STRUCTURAL MEMBERS AND OTHER CONSTRUCTION. COORDINATE DUCT AND

PIPING LAYOUT WITH ALL OTHER CONTRACT DIVISIONS OF WORK BEFORE FABRICATION AND INSTALLATION.

5. ALL EXISTING SERVICES TO EXISTING BUILDINGS MUST BE KEPT OPERATING DURING CONSTRUCTION. SHUTDOWN OF ANY BUILDING SYSTEM SHALL ONLY BE DONE AT TIMES ACCEPTABLE TO THE OWNER AND CONFIRMED IN WRITING. GIVE THE OWNER 48 HOURS ADVANCE NOTICE FOR THE SCHEDULING OF SHUTDOWNS.

PROVIDE SUPPORT AND PROTECTION FOR ALL EXISTING PIPING AND/OR

EQUIPMENT TO MAINTAIN THEM IN SERVICE THROUGHOUT CONSTRUCTION OR UNTIL THEIR SCHEDULED SHUTDOWN TIME.

6. REPAIR OR REPLACE EXISTING EQUIPMENT AND SERVICES WHERE THESE ARE

DAMAGED DUE TO THE CONTRACTOR'S ACTIVITIES, TO THE SATISFACTION OF THE OWNER.

B. HVAC

1. EXAMINE ARCHITECTURAL DRAWINGS TO ENSURE THAT ALL DUCTS CROSSING FIRE AND/OR SMOKE SEPARATIONS ARE EQUIPPED WITH FIRE AND/OR SMOKE DAMPERS.

NOTIFY THE ARCHITECT WHERE ADDITIONAL DAMPERS ARE REQUIRED.

2. PROVIDE REHEAT COIL TRANSITIONS AND TRANSITIONS TO SMOKE AND/OR FIRE DAMPERS AS REQUIRED.

3. LOCATE CEILING AIR OUTLETS ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING PLANS. CONFIRM CEILING TYPES SHOWN ON ARCHITECTURAL DRAWINGS AND INSTALL CEILING TYPE SUPPLY AND RETURN OR EXHAUST OUTLETS TO SUIT.

4. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS.

5. WHERE FLEXIBLE DUCT CONNECTORS ARE USED, THEY SHALL BE EQUAL TO OR GREATER THAN CROSS-SECTIONAL AREA OF DUCTS SHOWN. FOR MAXIMUM ALLOWABLE LENGTH SEE SPECIFICATION SECTION 23 31 00, "DUCTWORK."

6. PROVIDE TURNING VANES IN ALL SQUARE ELBOWS. RADIUS ELBOWS WITHOUT

TURNING VANES SHALL BE USED IN ALL EXHAUST AND RETURN DUCTS EXCEPT WHERE SHOWN OR NOTED ON DRAWINGS. WHERE SQUARE ELBOWS ARE SHOWN

IN EXHAUST AND RETURN DUCTS, ACCESS DOORS SHALL BE PROVIDED IMMEDIATELY UPSTREAM OF VANES.

7. VOLUME DAMPERS SHALL BE INSTALLED IN ALL BRANCH SUPPLY AND EXHAUST OR RETURN DUCTS. LOCATE DAMPERS AS FAR AS POSSIBLE FROM OUTLETS.

C. PIPING

1. VERIFY EXACT INVERT ELEVATION OF POINTS OF CONNECTION TO EXISTING

SERVICE PRIOR TO INSTALLATION OF NEW BRANCH, MAINS OR SERVICE RELOCATION.

2. PROVIDE A VALVED DRAIN AT THE LOW POINT IN EACH PIPING SYSTEM.

3. VENT ALL HIGH POINTS IN HEATING WATER AND CHILLED WATER PIPING AS SPECIFIED.

4. PROVIDE CONDENSATE DRIP TRAP ASSEMBLIES AT THE ENDS OF STEAM MAINS, BRANCHES, AND AT ALL LOW POINTS IN THE STEAM LINES.

N - NEGATIVE

P - POSITIVE

NR - NO REQUIREMENT

FOR CONTINUOUS

DIRECTIONAL CONTROL

PRESSURE RELATIONSHIP

INCIDENTAL AIR IN CFM
EA CFM
SA CFM

INCIDENTAL AIR OUT CFM

SUPPLY CFM

EXHAUST CFM

PRESSURE (NOT REQUIRED,

POSITIVE, NEGATIVE)
CFM
CFM

NR, P, N
Room #
0 0
0 0
NR
A(*) COMPRESSED AIR (*PSI WHERE REQUIRED)

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

AV ACID VENT

AVTR ACID VENT THRU ROOF

AW ACID WASTE

BD BOILER BLOW DOWN

BF BOILER FEED

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER / BOILER

HORSEPOWER

BLDG BUILDING

BLV BALL VALVE

BMS BUILDING MANAGEMENT SYSTEM

BOD BOTTOM OF DUCT

BT BATH TUB

BV BALANCING VALVE

BMW BACKWATER VALVE

C DOMESTIC COLD WATER

CC COOLING COIL

CD CONDENSATE DRAIN

CF CHEMICAL FEED

CFF CAP FOR FUTURE

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE
CO2 CARBON DIOXIDE (CO₂)

CHEM CHEMICAL TREATMENT

CHET CHILLED WATER EXPANSION TANK

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CLG CEILING

CO CLEANOUT

COND CONDENSER / CONDENSING / CONDENDATE

CP CHROMEPLATED

CPVC CHLORINATED POLYVINYL CHLORIDE

CRP CONDENSATE RETURN PUMP

CS DOMESTIC COLD WATER (SOFT)

CSK CLINICAL SINK

CTE CONNECT TO EXISTING

CTP COOLING TOWER PUMP

CV CONTROL VALVE

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

DB DRY BULB TEMPERATURE

DE DEIONIZED WATER

DF DRINKING FOUNTAIN

DI DISTILLED WATER

DL DOOR LOUVER

DN DOWN

DR DRAIN

DSP DRY STANDPIPE

DT DRIP TRAP

DWG DRAWING
(E) EXISTING

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ED EXTRACTION DAMPER

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ENT ENTERING

EO ETHYLENE OXIDE

EOV ETHYLENE OXIDE VENT

ESP EXTERNAL STATIC PRESSURE

EVAC GAS EVACUATION

EWT ENTERING WATER PRESSURE

EXH EXHAUST

FA FACE AERA

FC FLEXIBLE CONNECTION

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDR FIRE DAMPER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISHED

FL FIRE LINE

FLG FLANGE

FLR FLOOR

FM FLOW METER

FO FUEL OIL

FOF FUEL OIL FILL

FOG FUEL OIL GAUGE

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FPM FEET PER MINUTE

FS FLOW SWITCH

FSDR COMBINATION FIRE AND SMOKE DAMPER

FSK FLOOR SINK

FTT FLOAT AND THERMOSTAT TRAP

FUT FUTURE

G NATURAL GAS

GA GAUGE

GCO GRADE CLEANOUT

GI GALVANIZED IRON

GLV GLOBE VALVE

GPH GALLONS PER HOUR

GR GRADE

GV GATE VALVE
H(*) DOMESTIC HOT WATER (*TEMP. WHERE
REQ'D.)

HB HOSE BIBB

HC HEATING COIL

HE HELIUM

HET HOT WATER EXPANSION TANK

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE CONDENSATE RETURN

HPS HIGH PRESSURE STEAM

HR HEATING HOT WATER RETURN

HS HEATING HOT WATER SUPPLY

HTG HEATING

HU HUMIDIFIER

HV HEATING AND VENTILATING

HVAC HEATING VENTILATING AND AIR

CONDITIONING

HWR DOMESTIC HOT WATER RETURN

HZ HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IFS IN FURRED SPACE

IPS IRON PIPE SIZE

IRRW IRRIGATION WATER

IW INDIRECT WASTE

L RAINWATER

LA LABORATORY COMPRESSED AIR

LAT LEAVING AIR TEMPERATURE / LATENT

LP LOW PRESSURE

LPDT LOW PRESSURE DRIP TRAP

LPG LIQUID PETROLEUM GAS

LPR LOW PRESSURE CONDENSATE RETURN

LPS LOW PRESSURE STEAM

LV LAVATORY

LVG LEAVING

LWCO LOW WATER CUT-OFF

LWT LEAVING WATER TEMPERATURE

MA MEDICAL COMPRESSED AIR / MAIN AIR

MBH THOUSAND BRITISH THERMAL UNITS PER
HOUR

MCC MOTOR CONTROL CENTER

MD MOTORIZED DAMPER

MFR MANUFACTURER

MG MEDICAL GAS

MGA MEDICAL GAS ALARM

MPDT MEDIUM PRESSURE DRIP TRAP

MPR MEDIUM PRESSURE CONDENSATE RETURN

MPS MEDIUM PRESSURE STEAM
(N) NEW
N2 NITROGEN (N₂)

NC NORMALLY CLOSED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO NORMALLY OPEN
N2O NITROUS OXIDE (N ₂O)

NTS NOT TO SCALE

NW NON-POTABLE WATER
O2 OXYGEN (O₂)

OA OUTSIDE AIR

OD OUTSIDE DIMENSION

OSY OUTSIDE STEM AND YOKE

OV OUTLET VELOCITY

PCHS PRIMARY CHILLED WATER SUPPLY

PCHR PRIMARY CHILLED WATER RETURN

PD PUMP DISCHARGE / PRESSURE DROP

PFF PLUG FOR FUTURE

PG PRESSURE GAUGE

PIV POST INDICATOR VALVE

PLBG PLUMBING

PR PUMP RETURN

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PTS PNEUMATIC TUBE SYSTEM

PW PUMP WAST

RA RETURN AIR

RD ROOF DRAIN

RF RETURN FAN

RH RELATIVE HUMIDITY

RHG REFRIGERANT HOT GAS

RIC ROUGH IN AND CONNECT

RIO ROUGH IN ONLY

RL REFRIGERANT LIQUID

RPBP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM REVOLUTIONS PER MINUTE

RS REFRIGERANT SUCTION

RV RELIEF VENT/ROOF VENTILATOR

RVV RELIEF VALVE VENT

SA SUPPLY AIR/SHOCK ARRESTOR

SB STZ BATH

SCHS SECONDARY CHILLED WATER SUPPLY

SCHR SECONDARY CHILLED WATER RETURN

SD SIGHT DRAIN/SMOKE DETECTOR

SDR SMOKE DAMPER

SF SUPPLY FAN

SH SHOWER

SK SINK

SM SHEET METAL

SP FIRE SPRINKLER

SPD SPRINKLER DRAIN

SS STAINLESS STEEL

SSD SUBSURFACE DRAIN

SSL SERVICE SINK

ST STEAM TRAP

STD STANDARD

STL STEEL

STR SOUND TRAP

SV STEAM VENT

SW SPECIAL WASTE

TCS TEMPERATURE CONTROL AIR

TCV TEMPERATURE CONTROL VALVE

TCHS TERTIARY CHILLED WATER SUPPLY

TCHR TERTIARY CHILLED WATER RETURN

TD TRENCH DRAIN

TH THERMOMETER

TR TONS OF REFRIGERATION

TS TIP SPEED

TSP TOTAL STATIC PRESSURE

TV TURNING VANES

UR URINAL

V SANITARY VENT

VAC MEDICAL VACUUM

VB VACUUM BREAKER

VCP VITRIFIED CLAY PIPE

VD VOLUME DAMPER

VEL VELOCITY

VTR VENT THRU ROOF

V V VAPOR VENT

W WASTE

WB WET BULB TEMPERATURE

WC WATER CLOSET

WCO WALL CLEANOUT

WP WEATHER OR WATER PROOF

WSP WET STAND PIPE

WT WEIGHT

NOT USED

VERTICAL
SPLIT
SPLIT

VELOCITY
TAP-IN

NOT SHOWN
(USUALLYTRANSITION
TAP-IN
SPLIT

VERTICAL
SPLIT

VELOCITY
ELBOW

MITERED
ELBOW
ROUND

ON SINGLE LINE

DOMESTIC HOT WATER RETURN

SANITARY SEWER - BELOW FLOOR

PIPE UP - TEE & ELBOW

PIPE DOWN - TEE & ELBOW

DOMESTIC COLD WATER

DOMESTIC HOT WATER

SANITARY SEWER - EXPOSED
VENT
WASTE
PG

PRESSURE GAUGE

THERMOMETER

STORM DRAIN

LEADER (ARCHITECTURAL

OVERFLOW DRAIN
DOWNSPOUT, SEE ARCH. DWGS.)
UNION
FLANGE

PIPE ANCHOR

PIPE GUIDE

BACKFLOW PREVENTER

REDUCER

PETE'S PLUG

STRAINER

CLEANOUT

CAP OR PLUGGED FITTING

BJ BALL JOINT

FLEXIBLE CONNECTION

REGULATOR
HB

ANGLE OR STOP CHECK VALVE

NEEDLE VALVE

BUTTERFLY VALVE

RELIEF VALVE

VALVE ASSEMBLY

SOLENOID VALVE

BALANCING VALVE

CONTROL VALVE, THREE WAY

CONTROL VALVE, TWO WAY

GAS COCK

CHECK VALVE

GLOBE VALVE

GATE VALVE

HOSE BIBB

BALL VALVE
FS

FLOOR DRAIN
FD

FLOOR CLEANOUT

FLOOR SINK

RD ROOF DRAIN

OF OVERFLOW DRAIN

RR ROOF RECEPTOR

AREA DRAIN

NATURAL GAS

DIRECTION AND FLOW

FLOW METER

FLOW SWITCH

FLOW SWITCH OR SENSOR

PRESSURE SWITCH OR SENSOR

TEMPERATURE SWITCH OR SENSOR

VENTURI
FS
FS
PS
TS
PUMP - 01 FAN
PUMP - 01 FAN
FCO
AD
CO
BFP
BV
BLV
BFV
GV
GLV
PRV
FM

RPBP REDUCE PRESSURE

BACKFLOW PREVENTER
TH

GRADE CLEANOUT
GCO
P-TRAP

WALL CLEANOUT
WCO

PD PLANTER DRAIN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSATE DRAIN

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CONDENSATE RETURN

HIGH PRESSURE STEAM

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

PUMP DISCHARGE

REFRIGERANT LIQUID

REFRIGERANT SUCTION

CONDENSATE RETURN

MEDIUM PRESSURE STEAM

CONDENSATE RETURN

LOW PRESSURE STEAM

STEAM VENT

PUMP WASTE

SECONDARY CHILLED WATER SUPPLY

SECONDARY CHILLED WATER RETURN

EHTYLENE OXIDE

EHTYLENE OXIDE VENT

GAS EVACUATION
HELIUM

IRRIGATION WATER

NITROUS OXIDE

NON-POTABLE WATER
OXYGEN

EQUIPMENT TAG

PLUMBING RISER TAG

SHEET NOTE TAG

ALTERNATE SHEET NOTE TAGS

KITCHEN EQUIPMENT TAGS

HUMIDISTAT

HYGROMETER

CARBON MONOXIDE SENSOR

CARBON DIOXIDE SENSOR

THERMOSTAT

EXPANSION JOINT
EJ

POINT OF CONNECTION

REFRIGERANT HOT GAS

TERTIARY CHILLED WATER SUPPLY

TERTIARY CHILLED WATER RETURN

CONDENSATE RETURN

FUEL OIL RETURN

FUEL OIL SUPPLY
COMPRESSED AIR (* = PSI)

PUMP RETURN

LIQUID PETROLIUM GAS

VAPOR VENT
VACUUM
CV
CV

CARBON DIOXIDE

DEIONIZED WATER

DISTILLED WATER

DOMESTIC COLD WATER (SOFT)

FUEL OIL VENT

FUEL OIL

NITROGEN

EQUIPMENT TAG - TEXT ONLY

NEW WORK

EXISTING TO REMAIN

TO BE REMOVED
CO
2 CO
I H
H

COIL VALVE STATION

REHEAT COIL

FLEXIBLE CONNECTION - DUCT

LINED DUCTWORK (DOUBLE LINE)

SUPPLY AIR DUCT RISER

SUPPLY AIR DUCT DROP

RETURN AIR DUCT RISER

RETURN AIR DUCT DROP

EXHAUST AIR DUCT RISER

EXHAUST AIR DUCT DROP

ACCESS DOOR

ROUND DUCT

SQUARE TO ROUND DUCT TRANSITION

FIRE DAMPER

VOLUME DAMPER

COMBINATION FIRE AND

ROUND TO RECTANGULAR TAP

FLEXIBLE DUCT - SINGLE LINE

ROUND DUCT RISER

ROUND DUCT DROP
FDR
VD
FSDR

MOTORIZED DAMPER
MD

PRESSURE REDUCING

HIGH PRESSURE

MEDIUM PRESSURE

LOW PRESSURE

SMOKE DAMPER

FIRE MAIN

FIRE SPRINKLER

DRY STANDPIPE

WET STANDPIPE

DIFFUSER / GRILLE TAG
S

POINT OF CONNECTION

LINED DUCTWORK (SINGLE LINE)

LINED & LAGGED (SINGLE LINE)

LINED & LAGGED (DOUBLE LINE)

SUPPLY RETURN/EXHAUST

SINGLE LINE DUCT LEGEND

PRESENTATION

SINGLE LINE DOUBLE LINE PRESENTATION

FITTING

NAME OF

MECHANICAL LEGEND
(SOME OF THE ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED ON THIS PROJECT.) Some of the symbols shown may not be used on this project.

SYMBOLS

DOMESTIC

PIPING & FITTINGS

DRAINS & CLEANOUTS
TAGS
VALVES

HVAC PIPING
STEAM

PROCESS

SENSORS & SWITCHES
PUMPS

GENERAL HVAC DUCTWORK

SYMBOLS
Some of the symbols shown may not be used on this project.

FIRE PROTECTION

AIR BALANCE
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

LEGEND,

SYMBOLS,

GENERAL NOTES &

DRAWING LIST
M001
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 88
DN
2 3 4 5 6 7 8
A
B
E
C
D
1 LOBBY
101

JUICE BAR
103

FIRST AID
104

LIFE GUARD
105
POOL MECH.
113
CHLOR
115

WOMEN'S
LOCKER
106

MEN'S LOCKER
107
535 SF

PARTY ROOM
111

PUMP PIT
0' - 0"
ACID
114

POOL OFFICE
102

ELECTRICAL/

TELECOM
116

RECYCLING
117

TRASH /

ORGANICS
118

FIRE RISER
119

ACTIVITY POOL

SWIMMING
POOL
ABOVE
SF1
SF2
SF3
SF 5
MECH

VESTIBULE
112
SF4

FAMILY RM
110

FAMILY RM
109

JANITOR
108
(N)12"x12" SA
EF
1 EF
2 EF
3 EF
4 FC
2 8"ø
350 CFM
-
15"x15"
615 CFM
-
12"x12"
380 CFM
-
12"x12"
410 CFM
-
12"x12"
380 CFM
-
10"x10"
550 CFM
-
12"x12"
550 CFM
-
15"x15"
1250 CFM
-
15"x15"
650 CFM
-
15"x15"
650 CFM
-
6"x6"
125 CFM
-
6"x6"
125 CFM
-
15"x15"
700 CFM
-
15"x15"
700 CFM
-
6"x6"
75 CFM
-
6"x6"
75 CFM
- 15"x15"
650 CFM
-
15"x15"
650 CFM
-
10"ø
350 CFM
-
10"ø
350 CFM
-
10"ø
350 CFM
-
(N)34"x14" SA
(N)34"x14" EA
(N)34"x14" EA
(N)16"x14" SA (N)28"x14" SA
(N)14"x14" EA (N)16"x14" EA
(N)14"x12" RA
(N)22"x14" SA
(N)16"x14" SA
(N)12"x12" EA
(N)12"x12" EA
(N)22"x22" EA
(N)22"x12" RA
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

FLOOR PLAN -
LEVEL 1 - HVAC
M201
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1 - HVAC

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 89
2 3 4 5 6 7 8
A
B
E
C
D
1 MECH.
201
1" / 12"

RESTROOM
204

STORAGE/

CUSTODIAL
203

RESTROOM
205

RESTROOM
206

ROOF AREA
202

TERRACE
200
TYP.

DN
TYP.

ROOF

MECHANICAL
AREA
1 2 3 4 5 6 7 8
A
B
C
D
E
AC
2 AC
1 CU
1 CU
2 PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

ROOF PLAN - HVAC
M205
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0" 1

HIGH ROOF PLAN - HVAC

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 90
2 3 4 5 6 7 8
A
B
E
C
D
1 1 2 3 4 5 6 7 8
A
B
C
D
E
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

HIGH ROOF PLAN -
HVAC
M206
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0"
1 HIGH ROOF PLAN - HVAC

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 91
2 PIPE PENETRATION THROUGH ROOF DETAIL

NO SCALE
_
(INSTALLED OVER ROOFING) NEOPRENE GASKETING ALL AROUND

ELEVATED PLATFORM PER STRUCTURAL DWGS

MACHINE BOLT AND WASHER

INTEGRAL BASE RAIL
PER MFR, AT A MI. PROVIDE 1" DIA BOLT @
EA CORNER AND 4'-0" MAX SPACING
ALONG ALL 4 SIDES THRU BOLT

FLASHING WITH KICKOUT
1 SCU
4" MIN

PLAN VIEW
LAG BOLT TYP. EACH "FOOT"
NEOPRENE PAD TYP. EACH

CONNECTION
5/8"PLYWOOD WITH 20 GA.

GALV. SHT MTL CAP- MITER

CORNERS AND SOLDER ALL
JOINTS

SECTION VIEW

FLASHING PER ARCHITECTURAL

PREFABRICATED & SLOPED

MANUFACTURER

ROOF-CURB
12" MIN
1_
2 " DIA THRU BOLT
WT
PER
STRUC.DWGS
NOTE: PREDRILL HOLES AND FILL

FULL OF SEALANT PRIOR TO
INSTALLING THE LAG BOLTS "WET"
IN SEALANT. COVER HEAD OF LAG

BOLT WITH SEALANT

PVC ROOFING SYSTEM
PER ROOFING TYPE A-R1
_ NO SCALE
1 HP

TURNING VANES
NOTE:

NOTE:
90° OR LESS ELBOW SQUARE ELBOW COIL TRANSITION

BRANCH TAKE-OFF DUCT OFFSET
15°
30°
2" R
1" R
90°
90°
2-1/4" R
TURNING VANE (TYP) 4-1/2" R
C
R=C
45° A%%129

DUCT CONNECTION
4"MIN.

A X B
15°
R
B
A
C
E

AS SHORT AS POSSIBLE
X A
CFM-a
CFM-b
B=
R=C=2-1/2" MIN.

CFM-c
CFM-a
CFM-b

EXHAUST
SUPPLY

COMPOUND ELBOW
_ NO SCALE

OFFSET ANGLE NOT
TO EXCEED 15 DEGREE

CONICAL OR

BELLMOUTH WITH
FLANGE

LARGE DOUBLE VANE
USED ON DUCTS 1'-7" AND
WIDER. SPACE AT 2-1/4"

INTERVALS

SMALL DOUBLE VANE USED
ON DUCTS UP TO 1'-6"
WIDE. SPACE AT 1-1/8"
INTERVALS.
12X12 (OR MAXIMUM

POSSIBLE) ACCESS PANEL

ALL PIPES ENTERING THE PIPE

ENCLOSURE ASSEMBLY SHALL

BE SLOPED UPWARD AS THEY

ENTER THE FLASHING SO THAT

WATER WILL NOT BE ABLE TO
RUN INTO THE BUILDING.

NOTES
24 GA. G.I. COVER
PLATE. NOTCH TO FIT
PIPES.
24 GA. G.I. MULTIPLE PIPE ENCLOSURE

ASSEMBLY - FASTEN TO PRE-MANUFACTURED
METAL ROOF CURB USING NEW 3/8" HEAD SCREWS
THROUGH 5/8" SCREW/ NEOPRENE WASHERS - MIN. 3 PER SIDE.

CAVITY TO BE FOAM FILLED

PIPING, SEE PLANS

ROOFING & FLASHING PER ARCHITECTURAL PLANS

DETAIL IS PROVIDED AS REFERENCE
ONLY. REFER TO ARCHITECTURAL

DRAWINGS FOR FLASHING DESIGN &
REQUIREMENTS.
(PVC ROOFING SYSTEM)
REFER TO DETAIL 6/M505 FOR FURTHER INFORMATION ON PIPE

PENETRATION HOUSING ATTACHMENT TO PRE-FABRICATED CURB
PROVIDE MIN. 12" HEIGHT ABOVE FINISHED ROOF TO MEET ALL FLASHING REQUIREMENTS PROVIDED BY ARCHITECT.
_ NO SCALE
_ NO SCALE
_

VENTILATED CURB

ROOFING
3"MIN. CLEAR @ ALL SIDES

UL LISTED UPBLAST
EXHAUST FAN.

SEE STRUCTURAL. DWGS. FOR

FRAMING OF ROOF
PENETRATION.
40" MIN.
18" MIN.

FOR CONNECTION TO

STRUCTURE, SEE

1. MAINTAIN 6" MIN. CLEARANCE ALL AROUND FAN AND 36" IN FRONT OF DISCONNECT.

NOTE:

SEE PLANS FOR EXHAUST DUCT SIZE
12" MIN.
- NOT TO SCALE

EXISTING OR NEW METAL STUD
WALL
"LINE-HIDE" PVC JACKETING

REFRIGERANT AND

CONDENSATE LINES

UP IN CHASE

STANDARD WALL MOUNTING

SECURE FAN COIL UNIT TO WALL WITH BRACKETS, FACTORY FURNISHED ANCHOR

ANCHORAGE SSD
FAN COIL UNIT. MOUNT WITH A MINIMUM
OF 2" CLEARANCE TO CEILING

EXISTING OR NEW WOOD STUD WALL
"LINE-HIDE" PVC JACKETING

REFRIGERANT AND

CONDENSATE LINES

UP IN CHASE

INSTALL PER MANUFACTURER'S RECOMMENDATIONS
1/4"Ø X2" MIN. LAG SCREW (TYP.4)

REQUIRED FOR UNIT ANCHORAGE

PLAN VIEW

FRAME WALL CONDITION

WOOD WALL CONDITION

METAL STUD WALL CONDITION
1 LOW VELOCITY DUCT CONSTRUCTION DETAILS
5 HP-01 MOUNTING DETAIL
4 SCU-1 MOUNTING DETAIL
3 UPBLAST EXHAUST FAN ROOF CURB
2 WALL MOUNTED FAN COIL MOUNTING DETAIL
(FC-01 THRU FC-04)
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

DETAILS
M401
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 92

TOP VIEW
6 270-896 BOWDEN CABLE CONTROL SYSTEM
1 1
1 2
90 ° STRAIGHT TEE

SEAL AND CAP

AIR TIGHT
1 SURFACE MOUNT
1" BORDER

CEILING

SEAL AIR TIGHT

CEILING
LAY-IN
T-BAR
_ NO SCALE
1 NOTE:

END PIECE

LAY-IN SURFACE MOUNT
2 GALVANIZED SHEET METAL DUCT OR FLEXIBLE DUCT AS PER
CONTRACT DOCUMENTS.

MINIMUM DIMENSION = DUCT SIZE = NOMINAL DIFFUSER NECK SIZE.

MINIMUM DIMENSION
_ NO SCALE
1 NOTE:
2 2" FIBER-FREE ACOUSTICALLY LINED GALVANIZED SHEET METAL DUCT.

WE-1 GRILLE (TYP).
3 PROVIDE 1/2" GALVANIZED MESH SCREEN
4 DUCT IN CEILING SPACE.
48"
42"
4 3
2 1
24"x12"
_ NO SCALE
90° ELBOW
T-BAR
LAY-IN

CEILING

SEAL AIR TIGHT
1 LAY-IN SURFACE MOUNT

CEILING
1" BORDER

SURFACE MOUNT
NOTE:
1 GALVANIZED SHEET METAL DUCT OR FLEXIBLE DUCT AS
PER CONTRACT DOCUMENTS.
2 3
3 2
3 FLEX DUCT LENGTH SHALL NOT EXCEED 5'. FLEX DUCTS SHALL NOT BE USED IN LIEU OF ELBOW FITTINGS. 4 4
3 3
2 90 ° STRAIGHT TEE
1 SURFACE MOUNT
1" BORDER

CEILING

SEAL AIR TIGHT

CEILING
LAY-IN
T-BAR
_ NO SCALE
1 NOTE:

LAY-IN SURFACE MOUNT
2 2" FIBER FREE ACOUSTICALLY LINED GALVANIZED SHEET METAL DUCT MINIMUM DIMENSION = DUCT SIZE = NOMINAL DIFFUSER NECK SIZE.(22"X22") 3 MINIMUM DIMENSION = 12"
4 4 HORIZONTAL DUCT (22"X12") RUN SHALL BE PARALLEL TO HALLWAY 5 5 CE-1 DIFFUSER (TYP)
THIS DETAIL IS APPLICABLE FOR BID ALT. #7. SEE DWG. G-002 FOR BID ALTERNATES NOTES.

PRIOR TO INSTALLATION.
1) COORDINATE EXACT LOCATION OF CEILING MOUNTED CONCEALED REGULATOR WITH ARCHITECT NOTE:

CONCEALED REGULATOR KIT

CEILING DIFFUSER
7/8" THREADED CAP,
AND WIRE (50'-0"

RACK & PINION

FLEXIBLE CASING

MAXIMUM)

OPERATOR

MOUNTING BRACKET
CEILING FLUSH WITH THE FINISHED SURFACE.
2) THE 270-896 BOWDEN CABLE CONTROL SYSTEM IS DESIGNED TO BE IMBEDDED IN THE CABLE SHALL CONSIST OF BOWDEN CABLE 0.054" STAINLESS STEEL CONTROL WIRE ENCAPSULATED IN 1/16" FLEXIBLE GALVANIZED SPIRAL WIRE SHEATH.

LOCKING RACK AND PINION GEAR DRIVE SHALL BE CONSTRUCTED OF 14 GAUGE STEEL AND SHALL BE USED TO CONVERT ROTARY MOTION INTO PUSH-PULL MOTION.

CONTROL SHAFT SHALL BE "D"-STYLE FLATTENED 1/4" DIAMETER WITH 265° ROTATION PROVIDING 1-1/2" LINEAR TRAVEL CAPABILITY.
3)
4)
5)

SOCKET WRENCH
830ACC RECTANGULAR
5020CC ROUND DAMPER OR

VOLUME BLADE DAMPER

TAMPER PROOF OPTIONAL

RIGID DUCTWORK
FLEXIBLE DUCTWORK (MINIMUM 3 TO 5 FEET)

NO SCALE
"F" & "T" RATING
USE FOLLOWING APPLICABLE UL SYSTEMS FOR THE CONSTRUCTION TYPES LISTED:
3 FIRE BARRIER - UL LISTED, FM APPROVED FIRE BARRIER CAULK. 2 PIPE OR INSULATED PIPE, DUCT OR INSULATED DUCT.
1 WALL & FLOOR

CONSTRUCTION TYPE THROUGH-PENETRATION FIRESTOP SYSTEM NUMBERS

CONCRETE FLOORS
1 3 2
2 3
1 1
2 3
- NO SCALE
"F" RATING

CONCRETE OR

MASONARY WALLS

GYPSUM WALL BOARD/

STUD WALLS
CAJ 1002, CAJ 1025,
CAJ 8008, FA 1003
CAJ 1008, CAJ 1020, CAJ 1029,
CAJ 5029, CAJ 5001, CAJ 5031,
FA 1004, FA 1005, CBJ 8012
CAJ 1002, CAJ 1012,
CAJ 1025, CAJ 8008
CAJ 1008, CAJ 1020, CAJ 1029,
CAJ 5029, CAJ 5001, CAJ 5031,
WL 1002, WL 1054
WL 7001
WL 1001, WL 5001, WL 5002,
WL 7008

PACK SPACE BETWEEN PIPING/DUCT AND PENETRATION OPENING WITH MATERIAL APPROVED BY UNDERWRITERS LABORATORIES FOR THROUGH PENETRATION FIRE STOP SYSTEMS. MATERIALS, METHODS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH UL

APPROVED LISTING AND SHALL BE DESIGNED TO ACT AS FIRE STOP AS WELL AS A COLD SMOKE, NOXIOUS GAS AND WATER

SEALANT WHERE REQUIRED SUBMIT LISTING NUMBERS AND DETAILS FROM UL FIRE RESISTANT DIRECTORY FOR ALL SUCH SYSTEMS TO BE USED. INSULATE PIPES 3 FEET TO EITHER SIDE OF PENETRATION WITH MATERIAL SPECIFIED IN THE UL FIRE RESISTANT DIRECTORY IF REQUIRED WITH MATERIAL TO OBTAIN THE T- AND F- RATINGS.

AND WASHERS.

CEILING MOUNTED DIFFUSERS/GRILLES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED USING SHEET METAL SCREWS. PROVIDE A MIN. (2) SCREWS ON

EACH SIDE OF THE DIFFUSER/GRILLE, NEAR THE CORNERS, AND FASTENED INTO THE MAIN RUNNERS.

CEILING MOUNTED DIFFUSERS/GRILLES WEIGHING 20 LBS. BUT NOT MORE THAN 56 POUNDS SHALL BE POSITIVELY ATTACHED USING SHEET METAL SCREWS. PROVIDE A MIN. (2) SCREWS ON EACH SIDE OF THE DIFFUSER/GRILLE, NEAR THE CORNERS, AND FASTENED INTO THE MAIN RUNNERS. IN ADDITION DIFFUSERS/GRILLES SHALL HAVE (2) #12-GAGE HANGERS CONNECTED FROM THE DIFFUSER/GRILLE TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. WIRES SHALL BE INSTALLED WITH LIMITED SLACK.

FLEX DUCT LENGTH SHALL NOT EXCEED 5'. FLEX DUCTS SHALL NOT BE USED IN LIEU OF ELBOW FITTINGS.
- NOT TO SCALE

CABLE DIRECTIONS
ALTERNATE 45°±5°
30°~45°

WOOD BLOCKING
1 1/4" 21/2"
5"
2"
L3x3x
1 4, 5" LG.
4X BLOCKING
(2) Ø1
2" ASTM A307 BOLT OR
ASTM A36 THREADED ROD,
WITH 2x2x
1 4 WASHER
OF BACK SIDE OF 2x
REF:. M4.10; OPM-0043-13
2x2x
1 4
PLATE
WASHER
(1)
3 8
"Ø STEEL BOLTS
ASTM A307 MIN.
(PER BRACING LOC.)
REF.: N4.13
OPM-0043-13
(1)
3 8"Ø LAG SCREWS
3" LONG
ASTM A-307 MIN.

PER BRACING LOCATION
REF.: N4.10C - MWI
1/2" MIN.

ROD STIFFENING
UCC ; REF. X3.0
STRUT
(OPM-0043-13)
@ 28" MAX. SPACING
(OPM-0043)
SCBH-0
IF ROD EXCEEDS 18"
REF. X1.1
∅3/8" THREADED ROD

STRAND CORE
CABLE, 7 X 19

STEEL AIRCRAFT
3/32" DIAMETER
MIN.
(1)
3 8
"Ø STEEL BOLTS
ASTM A307 MIN.
(PER BRACING LOC.)
REF.: N4.10
OPM-0043-13
REF. M4.10
OPM-0043-13
SCB-0
OPM-0043-13
REF.: X1.0

ELEVATION VIEW
RW30N-X-33
(4) REQUIRED
REF.: WF-RW30N1

FAN-COIL UNIT
_
1 1/4"

SEISMIC AND BRACING INFORMATION IS
PROVIDED AS REFERENCE ONLY.

DESIGN WILL BE VERIFIED THROUGH

THE SUBMITTAL PROCESS AS A
DEFERRED APPROVAL.

CONTRACTOR TO PROVIDE SHOP

DRAWINGS AND STRUCTURAL

CALCULATIONS BY A LICENSED

STRUCTURAL ENGINEER FOR SEISMIC
SUPPORT SYSTEMS.
2 CEILING DIFFUSER DUCT CONNECTION
5 TRANSFER AIR DUCT DETAIL 3 CEILING DIFFUSER/GRILLE DUCT CONNECTION DETAIL 4 TRANSFER DIFFUSER

REMOTE DAMPER CABLE CONTROL OPERATOR DETAIL
FAN COIL SUPPORT DETAIL (FC-05 THRU FC-09)
SHEET NOTE:
1 FIRE RATED BARRIER DETAIL

PIPE/DUCT PENETRATION THROUGH
7 SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

DETAILS
M402
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 93
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

SCHEDULES
M501
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION
8 PROVIDE FULLY MODULATING ENTHALPY ECONOMIZER WITH BAROMETRIC PRESSURE RELIEF. 7 PROVIDE BMS CONTROLS INTEGRATION
6 VERTICAL DISCHARGE AND RETURN DUCTED UNIT.
5 PROVIDE WITH MANUFACTURER PRE-FABRICATED SPRING VIBRATION ISOLATION ROOF CURB, AND SEISMIC STRAPS. 4 PROVIDE WITH ITEGRAL CSFM APPROVED DUCT SMOKE DETECTOR FOR UNIT SHUTDOWN. 3 PROVIDE CONTROL INTERFACE & WIRING AS NEEDED FOR FULL DDC CONTROL. 2 PROVIDE HINGED ACCESS PANELS WHERE REQUIRED.
1 PROVIDE MINIMUM 2" MERV 13 FINAL FILTERS WITH FACTORY INSTALLED INSTALLATION RACK. INCLUDE ANY FILTER REMOVAL TOOLS REQUIRED FOR EASE OF ACCESS.

NOTES:

AC-2 A1 - MULTI-PURPOSE DAIKIN DPS010A 3,600 0.7 460/3/61 - 1,2,3,4,5,6,7,8 AC-1 A1 - MULTI-PURPOSE DAIKIN DPS010A 3,150 0.7 460/3/60 - 1,2,3,4,5,6,7,8

BHP HP RPM
CFM
ESP
(IN.WC)
MOTOR
VOLTS-PHASEHZ

MCA MOP
TAG AREA SERVING MANUFACTURER MODEL NO.

NOMINAL

COOLING

CAPACITY
(TONS)

EAT/SAT (F)

NOMINAL

HEATING

CAPACITY
(MBH)

SUPPLY FAN ELECTRICAL DATA

EER/IEER
UNIT
WEIGHT
(LBS)
ROOF
CURB
WEIGHT
(LBS)

REMARKS

PACKAGED HEAT PUMP AIR CONDITIONING UNIT SCHEDULE
3 PROVIDE BMS INTEGRATION FOR MONITERING.
2 PROVIDE CORROSION RESISTANT COATING.
1 CONTRACTOR SHALL SIZE REFRIGERANT LINES BASED ON FIELD ROUTING AND INCLUDE IN SHOP DRAWINGS.

NOTES:

CU-1 116 ELECT ROOM DAIKIN 208-230/1/60 1, 2, 3
V/PH/Hz MOCP MCA

SYMBOL ROOM SERVED MANUFACTURER MODEL SERVING FCU TOTAL (MBH)

SENSIBLE
(MBH)
MAX. COOLING CAPACITY

EER, SEER

ELECTRICAL
WEIGHT
(LBS)
REMARK

SPLIT DX WITH REMOTE AIR COOLED CONDENSER UNIT SCHEDULE 5 PROVIDE BMS INTEGRATION FOR MONITERING.
4 PROVIDE CONDENSATE LEAK DETECTION MONITERING WITH SHUTDOWN INTERLOCK. 3 PROVIDE WITH FACTORY WALL MOUNTING KIT.
2 PROVIDE FIELD INSTALLED BLUE DIAMOND OR MAXI BLUE CONDENSATE PUMPS. 1 CONTRACTOR SHALL SIZE REFRIGERANT LINES BASED ON FIELD ROUTING AND INCLUDE IN SHOP DRAWINGS.

NOTES:

FC-1 DAIKIN 116 ELECT ROOM CU-1

OUTDOOR UNIT
1,2,3,4, 5 31

SYMBOL MANUFACTURER ROOM SERVED MODEL

CORRESPONDING
CU
CFM.CAPACITY FAN POWER (W)

ELECTRICAL REMARKS
WEIGHT
(LBS)

SINGLE-SPLIT FAN COIL UNIT SCHEDULE
4 PROVIDE WITH HI-PROZ PROTECTIVE COATING ENTIRE UNIT.
3 PROVIDE WITH ISOLATION DAMPER (GRAVITY BACKDRAFT).
2 PROVIDE WITH NEMA-3R DISCONNECT SWITCH AND MOTOR THERMAL OVERLOAD PROTECTION. 1 PROVIDE WITH PREMIUM EFFICIENCY FAN MOTOR
NOTES:

EF-3 GREENHECK SQ-80-VG INLINE 114 ACID 220 0..3 1,725 0.04 1/10 208-1-60 180 1,2,3,4 EF-2 GREENHECK SQ-80-VG INLINE 115 CHLORINE 220 0.30 1,725 0.04 1/10 208-1-60 50 1,2,3,4 EF-1 GREENHECK SQ-160-VG INLINE 113 POOL MECH ROOM 3,500 0.30 1,725 0.95 2.00 208-1-60 50 1,2,3

RPM BHP HP V/PH/HZ

SYMBOL MANUFACTURER MODEL TYPE SERVICES CFM
ESP
(IN. WC)

ELECTRIC
WEIGHT
(LBS)

REMARKS

EXHAUST FAN SCHEDULE
2 COORDINATE DIFFUSER'S FINISH AND LOCATION WITH ARCHITECTURAL CEILING PLAN. 1 SELECTIONS ARE BASED ON TITUS.

NOTES:

WT-1 SIDEWALL TRANSFER GRILLE, TITUS MODEL 350SS, 3/4" SPACING, 35 DEGREE DEFLECTION. 1, 2 WR-1 SIDEWALL EXHAUST GRILLE, TITUS MODEL 350SS, 3/4" SPACING, 35 DEGREE DEFLECTION. 1, 2 WS-1 SIDEWALL SUPPLY GRILLE, TITUS 300SS, DOUBLE DEFLECTION, WITH OPPOSED BLADE DAMPER. 1, 2 CE-2
CEILING EXHAUST GRILLE, MODEL PAR PERFORATED FACE, 12x12 MODULE, STEEL CONSTRUCTION, BORDER TYPE 1 FOR SURFACE MOUNT AND TYPE 3 FOR LAY-IN CEILING. 1, 2
CE-1
CEILING EXHAUST GRILLE, MODEL PAR PERFORATED FACE, 24x24 MODULE, STEEL CONSTRUCTION, BORDER TYPE 1 FOR SURFACE MOUNT AND TYPE 3 FOR LAY-IN CEILING. 1, 2
CT-1/CR-1 CEILING TRANSFER GRILLE, TITUS 300SS, DOUBLE DEFLECTION 1, 2 CLS-1
CEILING LINEAR SLOT DIFFUSER WITH CUSTOM PLENUM, MODEL FL-20 HIGHTHROW, 4'-0" LENGTH, 1-SLOT WITH 2" SLOT WIDTH, 10" INLET/NECK SIZE, STEEL CONSTRUCTION. COORDINATE BORDER & MOUNTING TYPE ALONG WITH CUSTOM PLENUM BOX DIMENSIONS WITH CEILING SYSTEM TYPES ON ARCHITECTURAL PLANS.
1, 2
CS-1
CEILING SUPPLY DIFFUSER, MODEL PAS PERFORATED FACE, 24x24 MODULE, NECK SIZE PER FLOOR PLANS, STEEL CONSTRUCTION, COORDINATE BORDER TYPE WITH CEILING TYPE: TYPE 3 FOR LAY-IN CEILING & TYPE 1 FOR SURFACE MOUNT.
1, 2

TAG DESCRIPTION REMARKS

AIR DISTRIBUTION SCHEDULE

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 94
PD
PW
FOR
FOS
A(*)
PR
LPG
VAC
CO2
DE
DI
CS
FOV
FO
EVAC
HE
IRRW
N2
NO2
NW
O2
C
H
HWR
SS
SS
V
W
SD
L
OF
G
CA
VV
LW
LW
LV
F
SP
DSP
WSP

PIPE UP - TEE & ELBOW

PIPE DOWN - TEE & ELBOW
PG

PRESSURE GAUGE

THERMOMETER
UNION
FLANGE

PIPE ANCHOR

PIPE GUIDE

BACKFLOW PREVENTER

REDUCER

PETE'S PLUG

STRAINER

CLEANOUT

CAP OR PLUGGED FITTING

BJ BALL JOINT

FLEXIBLE CONNECTION

REGULATOR
HB

ANGLE OR STOP CHECK VALVE

NEEDLE VALVE

BUTTERFLY VALVE

RELIEF VALVE

VALVE ASSEMBLY

SOLENOID VALVE

BALANCING VALVE

CONTROL VALVE, THREE WAY

CONTROL VALVE, TWO WAY

GAS COCK

CHECK VALVE

GLOBE VALVE

GATE VALVE

HOSE BIBB

BALL VALVE

DIRECTION AND FLOW

FLOW METER

FLOW SWITCH

FLOW SWITCH OR SENSOR

PRESSURE SWITCH OR SENSOR

TEMPERATURE SWITCH OR SENSOR
FS
FS
PS
TS

PUMP - GENERIC
PUMP
CO
BFP
BV
BLV
BFV
GV
GLV
PRV
FM

RPBP REDUCE PRESSURE

BACKFLOW PREVENTER
TH
P-TRAP

PUMP DISCHARGE

PUMP WASTE

GAS EVACUATION
HELIUM

IRRIGATION WATER

NITROUS OXIDE

NON-POTABLE WATER
OXYGEN

EQUIPMENT TAG

PLUMBING RISER TAG

SHEET NOTE TAG

ALTERNATE SHEET NOTE TAGS

KITCHEN EQUIPMENT TAGS

EXPANSION JOINT
EJ

POINT OF CONNECTION

FUEL OIL RETURN

FUEL OIL SUPPLY
COMPRESSED AIR (* = PSI)

PUMP RETURN

LIQUID PETROLIUM GAS
VACUUM
CV
CV

CARBON DIOXIDE

DEIONIZED WATER

DISTILLED WATER

DOMESTIC COLD WATER (SOFT)

FUEL OIL VENT

FUEL OIL

NITROGEN

EQUIPMENT TAG - TEXT ONLY

NEW WORK

EXISTING TO REMAIN

TO BE REMOVED

PRESSURE REDUCING
S

POINT OF CONNECTION

DOMESTIC HOT WATER RETURN

SANITARY SEWER - BELOW FLOOR

DOMESTIC COLD WATER

DOMESTIC HOT WATER

SANITARY SEWER - EXPOSED
VENT
WASTE

STORM DRAIN

LEADER (ARCHITECTURAL

OVERFLOW DRAIN
DOWNSPOUT, SEE ARCH. DWGS.)

NATURAL GAS

COMPRESSED AIR

VAPOR VENT

LABORATORY - BELOW FLOOR

LABORATORY WASTE - EXPOSED
VENT
FS

FD FLOOR DRAIN

FLOOR CLEANOUT

FLOOR SINK

RD ROOF DRAIN

OF OVERFLOW DRAIN

RR ROOF RECEPTOR

AREA DRAIN
FCO
AD

GCO GRADE CLEANOUT

WCO WALL CLEANOUT

PD PLANTER DRAIN

FIRE MAIN

FIRE SPRINKLER

DRY STANDPIPE

WET STANDPIPE

1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 EDITION OF

CALIFORNIA PLUMBING CODE AND BUILDING CODE, ADOPTED EDITIONS OF NATIONAL FIRE

PROTECTION CODES, ALL OTHER APPLICABLE CODES AND REGULATIONS, AND AUTHORITIES HAVING JURISDICTIONS.

2. COORDINATE PLUMBING SYSTEMS WITH WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

3. COORDINATE LOCATIONS OF ALL ROOF OPENINGS WITH STRUCTURAL, MECHANICAL, AND ARCHITECTURAL PLANS PRIOR TO ANY INSTALLATION.

4. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE CODES. PROVIDE ALL FITTINGS,

TRANSITIONS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

5. MAINTENANCE LABELS SHALL BE AFFIXED TO ALL PLUMBING EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED TO OWNER.

6. PIPES SHALL BE SUPPORTED AND BRACED PER 2019 CBC SECTION 1613A GUIDELINES FOR

SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS OF NONSTRUCTURAL COMPONENTS.

7. HOUSEKEEPING PADS SHALL BE MINIMUM 4 INCHES HIGH WITH A MINIMUM OF 6 INCHES CLEAR AROUND EQUIPMENT.

8. ALL CLEANOUTS SHALL BE INSTALLED PER CALIFORNIA PLUMBING CODE, 2019 EDITION.

9. VERTICAL AND HORIZONTAL OFFSETS SHOWN IN PIPES INDICATE THE GENERAL RELATIONSHIP OF THE SYSTEMS. PROVIDE ADDITIONAL OFFSETS SIMILAR TO THOSE SHOWN AS REQUIRED TO SUIT CONSTRUCTION AND WORK DONE BY TRADES.

10. DRAWINGS ARE ESSENTIALY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. EXAMINE DRAWINGS AND

PREMISES IN ORDER TO DETERMINE BEST METHODS, EXACT LOCATIONS, ROUTES AND BUILDING CONSTRUCTIONS. INSTALL APPARATUS AND EQUIPMENT IN ACCESSIBLE LOCATIONS.

11. FOLLOW AS CLOSE AS POSSIBLE LAYOUT INDICATED ON DRAWINGS.

12. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATIONS OF PLUMBING FIXTURES.

13. ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED. EXPOSED PIPING, WHERE NECESSARY, SHALL BE RUN AS HIGH AS POSSIBLE AND TIGHT TO THE WALLS.

14. LOCATIONS OF PIPING, FIXTURES AND EQUIPMENT INDICATED ON DRAWINGS ARE

APPROXIMATE ONLY, AND SHALL BE CHANGED TO MEET THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AS REQUIRED, AT NO EXTRA COST TO THE OWNER.

15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES, ACCESSIBLE

SHUT-OFF VALVE ON ALL WATER SUPPLY LINES

16. CONTRACTOR TO VERIFY EXACT LOCATION AND INVERT ELEVATION OF UTILITIES IN THE FIELD PRIOR TO INSTALLATION OF ANY UNDERGROUND PIPING.

17. INSTALL ALL VALVES, CONTROLS, ETC, IN ACCESSIBLE LOCATIONS. PROVIDE ADEQUATELY SIZED ACCESS DOORS WHERE REQUIRED.

18. PLUMBING CONTRACTOR SHALL FILL FLOOR DRAINS WITH WATER UPON COMPLETION OF WORK AND TESTING.

19. INSULATE ALL WATER PIPING PER TITLE 24 REQUIREMENTS AND PROJECT SPECIFICATIONS.

20. ABSOLUTE ACCURACY OF DRAWING AND SPECIFICATIONS CANNOT BE GUARANTEED.

DESIGN DRAWINGS ARE DIAGRAMMATIC IN NATURE. WHILE EVERY EFFORT HAS BEEN MADE TO COORDINATE THE LOCATION OF EQUIPMENT, PIPING, ETC., WITH OTHER TRADES, IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS.

21. PENETRATION OF RATED ASSEMBLY SHALL BE FIRE-STOPPED. STOPPING SYSTEM (MATERIAL AND DESIGN) SHALL CONFORM TO BOTH FLAME (F) AND TEMPERATURE(T) RATING

AS REQUIRED BY LOCAL BUILDING CODE AND AS TESTED BY NATIONALLY ACCEPTED TEST AGENCIES PER ASTM E814 OR REPRESENTABLE OF FIELD CONDITION.

22. COMBINE ALL VERTICAL VENTS WHERE PRACTICAL PRIOR TO ROOF PENETRATION.

23. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ALL WORK TO MEET OR EXCEED

MINIMUM REQUIREMENTS STIPULATED IN CURRENT ISSUE OF APPLICABLE STANDARDS, CODES, OR REGULATIONS.

24. ALL PLUMBING WORK SHALL COMPLY WITH LEAD FREE REQUIREMENTS OF SECTION 116875 OF CALIFORNIA HEALTH AND SAFETY CODE.

25. INSTALL ALL PIPING TO AVOID ARCHITECTURAL FRAMING, STRUCTURAL MEMBERS AND OTHER CONSTRUCTION. COORDINATE PIPING LAYOUT WITH ALL OTHER CONTRACT DIVISIONS OF WORK BEFORE FABRICATION AND INSTALLATION.

26. PROVIDE VALVED DRAINS AT THE LOW POINTS IN EACH PIPING SYSTEM.

EQ
#
ABC
#
#
#
EQ-#
EQ-# EQ-#

GENERAL NOTES
Some of the symbols shown may not be used on this project.

SYMBOLS

PIPING & FITTINGS
TAGS

VALVES PROCESS

SENSORS & SWITCHES
PUMPS

GENERAL

SYMBOLS
Some of the symbols shown may not be used on this project.

DOMESTIC

DRAINS & CLEANOUTS

FIRE PROTECTION
A(*) COMPRESSED AIR (*PSI WHERE REQUIRED)

AD AREA DRAIN

AP ACCESS PANEL

BF BOILER FEED

BFP BACKFLOW PREVENTER

BLV BALL VALVE

BV BALANCING VALVE

BWV BACKWATER VALVE

C DOMESTIC COLD WATER

CFF CAP FOR FUTURE

CFH CUBIC FEET PER HOUR
CO2 CARBON DIOXIDE

CI CAST IRON

CLG CEILING

CO CLEANOUT

COND CONDENSER/CONDENSING/CONDENSATE

CP CHROME PLATED

CPVC CHLORINATED POLYVINYL CHLORIDE

CRP CONDENSATE RETURN PUMP

CS DOMESTIC COLD WATER (SOFT)

CSK CLINICAL SINK

CTE CONNECT TO EXISTING

CV CONTROL VALVE

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

DB DRY BULB TEMPERATURE

DE DEIONIZED WATER

DF DRINKING FOUNTAIN

DI DISTILLED WATER

DN DOWN

DR DRAIN

DSP DRY STANDPIPE

DT DRIP TRAP
(E) EXISTING

ED EXTRACTION DAMPER

EJ EXPANSION JOINT

EL ELEVATION

ENT ENTERING

EO ETHYLENE OXIDE

EOV ETHYLENE OXIDE VENT

EVAC GAS EVACUATION

EWT ENTERING WATER PRESSURE

FC FLEXIBLE CONNECTION

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDR FIRE DAMPER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISHED

FL FIRE LINE

FLG FLANGE

FLR FLOOR

FM FLOW METER

FO FUEL OIL

FOF FUEL OIL FILL

FOG FUEL OIL GAUGE

FOR FUEL OIL RETURN

PW PUMP WASTE

PTS PNEUMATIC TUBE SYSTEM

PSIG POUNDS PER SQUARE INCH GAUGE

PSI POUNDS PER SQUARE INCH

PRV PRESSURE REDUCING VALVE

PR PUMP RETURN

PLBG PLUMBING

PHW PRE HEAT WATER

PG PRESSURE GAUGE

PFF PLUG FOR FUTURE

PD PUMP DISCHAGE/PRESSURE DROP

OV OUTLET VELOCITY

OSY OUTSIDE STEM AND YOKE

OD OUTSIDE DIMENSION
O2 OXYGEN

NW NON-POTABLE WATER

NTS NOT TO SCALE
N2O NITROUS OXIDE

NO NORMALLY OPEN
NFPA

NATIONAL FIRE PROTECTION

ASSOCIATION

NC NORMALLY CLOSED
N2 NITROGEN
(N) NEW

MPS MEDIUM PRESSURE STEAM

MPR MEDIUM PRESSURE

CONDENSATE RETURN

MPDT MEDIUM PRESSURE DRIP TRAP

MGA MEDICAL GAS ALARM

MG MEDICAL GAS

MFR MANUFACTURER

MD MOTORIZED DAMPER

MCC MOTOR CONTROL CENTER

MBH THOUSAND BRITISH THERMAL

MA MEDICAL COMPRESSED AIR

LWT LEAVING WATER TEMPERATURE

LVG LEAVING

LV LAVATORY

LPS LOW PRESSURE STEAM
LPR

LOW PRESSURE CONDENSATE
RETURN

LPG LIQUID PETROLEUM GAS

LPDT LOW PRESSURE DRIP TRAP

LP LOW PRESSURE

LAT LEAVING AIR TEMPERATURE/LATENT

LA LABORATORY COMPRESSED AIR
L

RAINWATER LEADER

IW INDIRECT WASTE

IRRW IRRIGATION WATER

IPS IRON PIPE SIZE

IFS IN FURRED SPACE

IE INVERT ELEVATION

ID INSIDE DIAMETER

HZ HERTZ

HWR DOMESTIC HOT WATER RETURN

HVAC HEATING VENTILATING AND

HV HEATING AND VENTILATING

HU HUMIDIFIER

HTG HEATING

HPS HIGH PRESSURE STEAM
HPR

HIGH PRESSURE CONDENSATE
RETURN

HPDT HIGH PRESSURE DRIP TRAP

HE HELIUM

HB HOSE BIBB
H(*) DOMESTIC HOT WATER

GV GATE VALVE

GR GRADE

GPH GALLONS PER HOUR

GLV GLOBE VALVE

GI GALVANIZED IRON

GCO GRADE CLEANOUT

GA GAUGE

G NATURAL GAS

FTT FLOAT AND THERMOSTAT TRAP

FSK FLOOR SINK

FS FLOW SWITCH

FPM FEET PER MINUTE

FOV FUEL OIL VENT

FOS FUEL OIL SUPPLY

RD ROOF DRAIN

RIC ROUGH IN AND CONNECT

RIO ROUGH IN ONLY

RPM REVOLUTIONS PER MINUTE

RV RELIEF VENT/ROOF VENTILATOR

RVV RELIEF VALVE VENT

SA SHOCK ARRESTOR

SB STZ BATH

SD STORM DRAINAGE

SH SHOWER

SK SINK

SM SHEET METAL

SP FIRE SPRINKLER

SPD SPRINKLER DRAIN

SS STAINLESS STEEL

SSD SUBSURFACE DRAIN

SSK SERVICE SINK

ST STEAM TRAP

STD STANDARD

STL STEEL

SV STEAM VENT

SW SPECIAL WASTE

TCV TEMPERATURE CONTROL VALVE

TD TRENCH DRAIN

TH THERMOMETER

UR URINAL

V SANITARY VENT

MV MEDICAL VACUUM

VB VACUUM BREAKER

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VTR VENT THRU ROOF

VV VAPOR VENT
W SAN. WASTE
VW VACUUM SAN. WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WP WEATHER OR WATER PROOF

WSP WET STAND PIPE

WT WEIGHT

AFF ABOVE FINISHED FLOOR

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

CD CONDENSATE DRAIN

CF CHEMICAL FEED

DWG DRAWING

FUT FUTURE

HET HOT WATER EXPANSION TANK

LWCO LOW WATER CUT-OFF

PCHR PRIMARY CHILLED WATER RETURN

PCHS PRIMARY CHILLED WATER SUPPLY

REDUCED PRESSURE BACKFLOW

PREVENTER
RPBP

UNITS PER HOUR

AIR CONDITIONING
(*TEMP. WHERE REQ'D.)
L

PLUMBING LEGEND
(SOME OF THE ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED ON THIS PROJECT.) VWV VACUUM SAN. WASTE VENT/ AIR INTAKE

OF OVERFLOW DRAIN

PIV POST INDICATOR VALVE

WAGD WASTE ANESTHETIC GAS DISPOSAL

INSTRUMENT AIR

CSP FIRE MAIN / COMBINATION STANDPIPE

F FIRE MAIN

FIRE MAIN /

COMBINATION

STANDPIPE
CSP
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

LEGEND,

SYMBOLS,

GENERAL NOTES &

DRAWING LIST
P001
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 95
DN
2 3 4 5 6 7 8
A
B
E
C
D
1 LOBBY
101

JUICE BAR
103

FIRST AID
104

LIFE GUARD
105
POOL MECH.
113
CHLOR
115

WOMEN'S
LOCKER
106

MEN'S LOCKER
107
535 SF

PARTY ROOM
111

PUMP PIT
0' - 0"
ACID
114

POOL OFFICE
102

ELECTRICAL/

TELECOM
116

RECYCLING
117

TRASH /

ORGANICS
118

FIRE RISER
119

ACTIVITY POOL

SWIMMING
POOL
ABOVE
SF1
SF2
SF3
SF 5
MECH

VESTIBULE
112
SF4

FAMILY RM
110

FAMILY RM
109

JANITOR
108
BOP FROM FF = -9'-6"
6"CSP POC

SEE CIVIL PLANS
4"C POC

SEE CIVIL PLANS
3" L
3"L UP
3" L
4" L
4" W
3" L
3" L
3"L UP
3"L UP
6" SPRINKLER

STANDPIPE DRAIN UP
6" W
6" W
4" W
3"L UP
3"L UP
FCO
4"L UP
2" W
FCO
FCO
FCO
FCO
3"V UP
6"F UP 4"C UP
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

FOUNDATION

LEVEL - PLUMBING
P200
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0" 1

FOUNDATION - FLOOR PLAN - PLUMBING

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 96
DN
2 3 4 5 6 7 8
A
B
E
C
D
1 LOBBY
101

JUICE BAR
103

FIRST AID
104

LIFE GUARD
105
POOL MECH.
113
CHLOR
115

WOMEN'S
LOCKER
106

MEN'S LOCKER
107
535 SF

PARTY ROOM
111

PUMP PIT
0' - 0"
ACID
114

POOL OFFICE
102

ELECTRICAL/

TELECOM
116

RECYCLING
117

TRASH /

ORGANICS
118

FIRE RISER
119

ACTIVITY POOL
ABOVE
SF1
SF2
SF3
SF 5
MECH

VESTIBULE
112
SF4

FAMILY RM
110

FAMILY RM
109

JANITOR
108

SOLAR THERMAL HX
DHW
ST
3 ST
2 SST
1 3" L 3" L
3" L
3" L
WCO
WCO DSN-1
DSN-1
ST
4 ST
1 HX
5 HX
1 HX
2 HX
3 HX
4 HHW HX

LARGE POOL
HHW HX

ACTIVITY POOL

SOLAR THERMAL

HX LARGE POOL

SOLAR THERMAL

ACTIVITY POOL
SOLAR

THERMAL

DHW DHW TANK

STORAGE
TANKS
SHWP
1 SHWP
2 HWP
1 HWP
2 SHWP
3 4" SOLAR THERMAL WATER SUPPLY &

RETURN FOR LARGE POOL UP&DN
4" SOLAR THERMAL WATER SUPPLY &

RETURN FOR ACTIVITY POOL UP&DN
4" SOLAR THERMAL WATER SUPPLY & RETURN

FOR BLDG DOMESTIC WATER HEATING UP&DN
SSP
1 4" HHW SUPPLY & RETURN FOR LARGE

POOL UP
4" HHW WATER SUPPLY & RETURN FOR

LARGE POOL UP

WCO WCO
DF-2
LV-1 (TYP.2)
WC-2
WC-2 LV-2 LV-2 WC-2
DF-2 DSN-1
3" OF
CO
DSN-1
3" L&OF UP 3" L
UR-1 (TYP.4)
UR-2
SK-1
MS-1
SH-1 (TYP.4) SH-2 WC-1 (TYP.3)
SK-2
SK-2
6"CSP INTO BLDG
4"C INTO BLDG
3" L&OF UP
3" L&OF UP
3" OF
3" L&OF UP
3" L&OF UP
6"F DN
4" C
4"C DN
6" FIRE SPRINKLER

STANDUP DRAIN
3" OF
FCO
FCO
LV-1 (TYP.2)
4" C
4" C
3"V

FIRE RISER TEST AND

DRAIN ASSEMBLY
2" DOMESTIC WATER

TO HPWH'S
2"RPBP
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

FLOOR PLAN -
LEVEL 1 -

PLUMBING
P201
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0"
1 FLOOR PLAN - LEVEL 1 - PLUMBING

REVISION

NUMBER DATE DESCRIPTION
A. PROVIDE FULL SPRINKLER COVERAGE OF ALL AREAS OF

THE BUILDING INCLUDING OVERHANGS AND CANOPIES,
AND ANY CONCEALED SPACES.

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 97
2 3 4 5 6 7 8
A
B
E
C
D
1 MECH.
201

RESTROOM
204

STORAGE/

CUSTODIAL
203

RESTROOM
205

RESTROOM
206

ROOF AREA
202

TERRACE
200
1 2 3 4 5 6 7 8
A
B
C
D
E
HHW CHILLERS (8)

FOR ACTIVITY POOL

HW MAKEUP
3" RD/OF-1
1400 SQ.FT.
3" RD/OF-1
1360 SQ.FT.
3" RD/OF-1
1200 SQ.FT.
3" RD/OF-1
1230 SQ.FT.
3" RD/OF-1
510 SQ.FT.
3" RD/OF-1
1200 SQ.FT.

HHW CHILLERS (10)

FOR LARGE POOL

HW MAKEUP

HEAT PUMP WATER

HEATERS FOR

DOMESTIC HOT
WATER
4" SOLAR THERMAL WATER SUPPLY &

RETURN FOR LARGE POOL DN
4" SOLAR THERMAL WATER SUPPLY &

RETURN FOR ACTIVITY POOL DN
4" SOLAR THERMAL WATER SUPPLY & RETURN

FOR BLDG DOMESTIC WATER HEATING UP
4" HHW SUPPLY & RETURN FOR LARGE

POOL DN
4" HHW WATER SUPPLY & RETURN FOR

LARGE POOL DN
HPWH
1 HPWH
2 HPWH
3 HPWH
4 2" DOMESTIC WATER TO HPWH'S, DN
CH
1-8
CH
9-18
4" SOLAR THERMAL WATER SUPPLY &

RETURN FOR LARGE POOL UP
4" SOLAR THERMAL WATER SUPPLY &
RETURN FOR ACTIVITY POOL UP 4" SOLAR THERMAL WATER SUPPLY & RETURN

FOR BLDG DOMESTIC WATER HEATING DN
WC-2 WC-1 WC-1 WC-2
LV-2 MS-1 LV-2
DF-1
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

ROOF PLAN -

PLUMBING
P205
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0" 1

HIGH ROOF PLAN - PLUMBING

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 98

OPEN TO BELOW

MECHANICAL
ROOM
ROOF

MECHANICAL
AREA

ROOF AREA

SOLAR THERMAL

PANELS FOR

ACTIVITY POOL HW
MAKEUP

SOLAR THERMAL

PANELS FOR LARGE

POOL HW MAKEUP

SOLAR THERMAL

PANELS FOR

DOMESTIC HW
MAKEUP
4" SOLAR THERMAL WATER SUPPLY &

RETURN FOR LARGE POOL DN
4" SOLAR THERMAL WATER SUPPLY &

RETURN FOR ACTIVITY POOL DN
4" SOLAR THERMAL WATER SUPPLY & RETURN

FOR BLDG DOMESTIC WATER HEATING DN
PLAN
NORTH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

HIGH ROOF PLAN -

PLUMBING
P206
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
1/8" = 1'-0"
1 HIGH ROOF PLAN - PLUMBING

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 99
WCO
FCO
--
--
--
--
--
--
5"/7"
∅6"
ZURN #ZANB-1468
ZURN #ZN-1400 (LIGHT TRAFFIC AREAS)
ZURN #ZN-1400 EXTRA HEAVY DUTY

WALL CLEANOUT

FLOOR CLEANOUT

FLOOR CLEANOUT FOR (ON FORKLIFT TRAFFIC AREAS)
FD-1 RESTROOM 2" CI 6"x6" ZURN #ZN-415S-P-Y WITH "TYPE S" STRAINER.

GCO -- -- -- ∅9" ZURN #Z-1474 GRADE CLEANOUT
PROVIDE ITEM WITH SEEPAGE HOLES.

PROVIDE ITEM WITH SUMP RECEIVER AND SEDIMENT BUCKET.
1 2
2 FLOOR DRAIN, LIGHT-DUTY, WITH SEDIMENT BUCKET AND HEEL-PROOF GRATE. PROVIDE TRAP PRIMER
ALL WATER FLOW RESTRICTORS SHALL HAVE TITLE-24 CERTIFICATION.

PROVIDE "PROWRAP" WHITE SEAMLESS INSULATOR COVERS FOR DRAIN AND BOTH SUPPLY LINES.

ALL SPECIFIED PRODUCTS ARE "OR EQUAL".

WC-1 WATER CLOSET FLUSH

VALVE FLOOR MOUNTED
1 ALL TRAPS SHALL BE IAPMO APPROVED. ALL FIXTURE TRAPS SHALL BE APPROVED BY THE CODE AUTHORITY HAVING JURISDICTION.

MOUNT TO MEET ACCESSIBILITY REQUIRED IN ACCORDANCE WITH ADA.

PROVIDE LEAD-FREE PRODUCT.

HB-1 HOSE BIBB -- --
PROVIDE ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE (WITH INTEGRAL CHECK AND STOPS) BELOW FIXTURE. SET TEMPERATURE AT 105 DGR. F. SEE TV-1,
UR-1 URINAL ADA
MS-1 MOP SINK

FLOOR MOUNTED
CHICAGO #897-CP WALL MOUNTED FAUCET, WITH ATMOSPHERIC VACUUM BREAKER SPOUT WITH

PAIL HOOK AND WALL BRACE, LEVER HANDLES, CHROME PLATED, INTEGRAL SUPPLY STOPS

INTEGRAL

INTEGRAL WITH

STRAINER

INTEGRAL WITH
FAUCET
2 DF-1 DRINKING FOUNTAIN

ADA - INDOOR
ELKAY LZSTL8WSSP BOTTLE FILLING STATION AND BI-LEVEL ADA COOLER,

FILTERED, REFRIGERATED, STAINLESS STEEL FINISH, AND SHALL BE POWERED BY 115V/60HZ ELECTRICAL PLUG. MOUNTING PLATE, FILTER, AND TRAP INCLUDED.

INTEGRAL INTEGRAL INTEGRAL
HB-2 WOODFORD MODEL #65, NARROW WALL HYDRANT WITH MOUNTING BRACKETS,

VACUUM BREAKER, AND BRASS BOX AND HINGED COVER WITH CYLINDER LOCK -- INSTALL AT 18" ABOVE FLOOR
INSTALL AT 18" ABOVE FLOOR
APPROPRIATE ZURN CARRIER FOR WALL MOUNTED FIXTURE TO SUIT. 4 10

BRASSCRAFT SPEEDWAY
#CR-1900-S2 SERIES

LOOSEKEY ANGLE STOP
WOODFORD MODEL #24, NARROW WALL HYDRANT WITH MOUNTING BRACKETS, VACUUM BREAKER.

AMERICAN STANDARD #6047.111 MANUAL FLUSH VALVE, WITH ANGLE STOP, CHROME PLATED CAST BRASS, 1.1 GPF
BEMIS #955SSC HAVY-WEIGHT MOLDED SOLID

PLASTIC, ELONGATED SEAT WITH OPEN

FRONT, LESS COVER, WHITE WITH SS HINGES
LV-1

LAVATORY

COUNTER MOUNTED
ADA
JUST #OLF-ADA-1619, SELF-RIMMING, 18-GAUGE STAINLESS STEEL, POLISHED FINISH, OVAL, 15 1/2"x11 3/8"x6" INSIDE BOWL, WITH REAR DRAIN AND FRONT OVERFLOW. PROVIDE THERMOSTATIC MIXING VALVE SET AT 110°F. SEE TV-1, JUST #J-115-FS 3 7
FLORESTONE "TERAZZO" #40, MOP RECEPTOR, 24"X24"X12", WITH GALVANIZED FLANGES, 3" DRAIN
ZURN 1-1/4"x1-1/2"
#Z-8701-9-LC-S, 17
GA.

BRASSCRAFT SPEEDWAY
#CR-1900-S2 SERIES

LOOSEKEY ANGLE STOP

INTEGRAL WITH

FIXTURE
--
WC-2

WATER CLOSET

FLUSH VALVE

FLOOR MOUNTED ADA
AMERICAN STANDARD #6047.111 MANUAL FLUSH VALVE, WITH ANGLE STOP, CHROME PLATED CAST BRASS, 1.1 GPF
BEMIS #955SSC HAVY-WEIGHT MOLDED

SOLID PLASTIC, ELONGATED SEAT WITH

OPEN FRONT, LESS COVER, WHITE WITH SS
HINGES

INTEGRAL WITH

FIXTURE
5 8
LOCATE THE FLUSH VALVE OPERATOR ON THE SIDE OF THE WATER CLOSET WITH THE WIDEST CLEARANCE.

PROVIDE 3-SLOT MOP HANGER AND 4
FT HOSE AT MOP SINK.

MANUFACTURER TO INCLUDE WATER FILTER AND ACCESS PANEL OVER P-TRAP.

PROVIDE VANDAL-RESISTENT PRODUCTS.

ALL ADA FAUCETS AND FIXTURES SHALL BE COMPLIANT WITH CPC CHAPTER 15. 11 12
CALGREEN NOTE: COMMERCIAL TYPE PRODUCT USED IN RESIDENTIAL TYPE BUILDING.

TOTO #TEL113-D20E THE FAUCET SHALL HAVE HYDROPOWERED SELF-GENERATING, ECOPOWER SYSTEM. THE FAUCET SHALL HAVE MAXIMUM OF 20 SECONDS ON-DEMAND FLOW (0.11GPC). THE FAUCET SHALL HAVE SELF-ADJUSTING SENSOR. PRODUCT EQUIPPED WITH 0.35GPM FLOW REGULATOR.

HB-3 WOODFORD ROOF HYDRANT MODEL RHMC-MS WITH MOUNTING
BRACKETS, BACKFLOW PREVENTER, AND CAST IRON HYDRANT SUPPORT. -- INSTALL AT 18" ABOVE FLOOR
AMERICAN STANDARD "WASHBROOK FLO-WISE #6590.503, VITREOUS CHINA W/ EVER-CLEAN SURFACE, WHITE, WITH 4 BOLTS & CAPS, TOP SPUD, 0.125 GPF AMERICAN STANDARD # 6045.013 MANUAL PISTON-TYPE FLUSH VALVE, WITH ANGLE STOP, CHROME PLATED CAST BRASS, 0.125 GPF
AMERICAN STANDARD #2858.111 "MADERA FLOWISE", TOP SPUD, 15" H, FLOOR MOUNTED, ELONGATED BOWL, STATIC WEIGHT LOAD OF 1,000 LBS,

1.1 GPF
9 8 9
AMERICAN STANDARD #2854.111 "MADERA FLOWISE", TOP SPUD, 16.5" H ADA, FLOOR MOUNTED, ELONGATED BOWL, STATIC WEIGHT LOAD OF 1,000 LBS, 1.1 GPF
IN-LINE 5 26 FT -- 1 1/6 HP 3500 115 BELL & GOSSETT
DOMESTIC WATER RECIRCULATING PUMP MODEL #PL-36 BVS DWRP-1 LEAD-FREE, ON TIMER HPWH-1
1 2
ALL PRODUCTS ARE "OR EQUAL".
1 INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.
2 3 PROVIDE "ASME CONSTRUCTION" PRODUCT.

ET-1 AMTROL THERM-X-TROL MODEL #ST-30V-C, ∅16.5", H 16.5"

HEAT PUMP WATER
HEATER (4-UNITS)

EXPANSION TANK
700 EACH
2,800 TOTAL
188
MTV-1 TBD POWERS HYDROGUARD XP MODEL #LFSH1432, HI-LO TYPE, ASSE 1017 COMPLIANT, LEAD-FREE BRASS

BODY WITH CHECK-STOPS, ROUGH BRONZE
FINISH
MIXING VALVE 112
3 WHA PPP, MAINTENANCE FREE, WITH BRASS PISTON WATER HAMMER

ARRESTOR
TP-2 TRAP PRIMER VALVE PPP MODEL #MP-500-115V, WITH DISTRIBUTION UNIT HEAT PUMP WATER HEATER RHEEM MODEL HPHD-135, 34.9 GPM, 6316 CFM AIR VOLUME, 135K BTUH, R134A REFRIGERANT (EACH UNIT), SOUND RATING 62 DBA, DIMENSIONS L 73.125", W 31.8125", H 52.875". SET HOT WATER TEMPERATURE TO 140°F, AMBIENT OPERATING RANGE 35°F FOR COLD WEATHER PACKAGE. PROVIDE 2000 GAL STORAGE

12.3 KW, 480
V, 3 PH, EACH
WC
UR
LV
KS
WATER
CLOSET
URINAL

LAVATORY

KITCHEN SINK
4"
2"
2"
3/4"
1/2"
1-1/4" -

TP TRAP
PRIMER
2"

HB HOSE
BIBB

DF DRINKING

FOUNTAIN

MS SERVICE SINK
TV-1 LEONARD MODEL 170-LF WITH INTEGRAL CHECK-STOPS, ROUGH BRONZE FINISH, MINIMUM FLOW 0.25 GPM MAXIMUM FLOW 4 GPM SET AT 110°F, LEAD FREE ASSE 1070 . PROVIDE WITH RECESS STAINLESS STEEL CABINET.

TOILET ROOM

AT LAV'S

TEMPERING

MIXING VALVE
5 FD-2
FD-3
MECH
ROOM

SHOWERS
CI
ZURN #Z1749-K 12"X12" SANI-FLOR RECEPTOR WITH
4" SUMP DEPTH AND ANCHOR FLANGE. A.R.E
12"x12"

FLOOR DRAIN, HEAVY-DUTY, WITH SEDIMENT BUCKET AND HEEL-PROOF GRATE. PROVIDE TRAP PRIMER
3"
ZURN #Z415-BZ1 BODY ASSEMBLY W/ "TYPE B"
STRAINER AND EZ1TM TECHNOLOGY
CI ∅7"

SHOWER DRAIN, LIGHT-DUTY, WITH SEDIMENT BUCKET AND HEEL-PROOF GRATE. PROVIDE TRAP PRIMER
RD-1/OF-1
ROOF
DRAIN
3"/4" CI ∅12"
12" DIAMETER COMBINATION MAIN ROOF AND OVERFLOW DRAIN WITH LOW SILHOUETTE DOMES AND DOUBLE TOP-SET® DECK PLATE. DO NOT PROVIDE DOME TO DRAIN IN DECK AREAS.

ZURN #Z164 ROOF DRAIN
3"
SH-1 SHOWER
ROOF
LV-2

LAVATORY

WALL MOUNTED
ADA
JUST #J-115-FS 53 7
6 ZURN 1-1/4"x1-1/2"
#Z-8701-9-LC-S, 17
GA.

BRASSCRAFT SPEEDWAY
#CR-1900-S2 SERIES

LOOSEKEY ANGLE STOP
SH-2 SHOWER
ADA
AMERICAN STANDARD "MURRO" # 0958.008EC, CENTER HOLE, WITH REAR OVERFLOW, CONCEALED ARM SUPPORTS, WITH 0059.020EC SHROUD / KNEE GUARD, BOWL SIZE

15.5" x 13.5" x 5"-DEEP. PROVIDE THERMOSTATIC MIXING VALVE SET AT 110°F. SEE TV-1.

MOAN #8375EP15 SINGLE-HANDLE PRESSURE BALANCING SHOWER VALVE WITH INTEGRAL STOPS, ADJUSTABLE TEMPERATURE LIMIT STOPS(SET AT 110°F MAX). CHROME PLATED METAL CONSTRUCTION, ADA LEVER HANDLE, SHOWERHEAD, 1.5 GPM (5.7 LPM). ASSE 1016 COMPLIANT.

FD-3
FD-3

SH SHOWER

SEE ARCHITECTURAL DRAWINGS FOR DETAILS

SEE ARCHITECTURAL DRAWINGS FOR DETAILS
SSP-1
SST-1 SOLAR PRE-HEAT TANK
MECH
ROOM

SOLAR THERMAL RECIRCULATING
PUMP
200 GAL TANK, ENAMELED STEEL, 4" POLYURETHANE FOAM INSULATION FOR DOMESTIC WATER.

GRUNDFOS UPS215-42SU, IN-LINE PUMP TYPE
TOTAL DYNAMIC HEAD 15FT, 5 GPM
3 1/25 1700 115
---

MECH ROOM ---
SA-1 SOLAR THERMO/PV PANELS

DUAL-SUN, SPRING MODEL SOLAR THERMAL AND PV COLLECTOR FOR HOT WATER, EACH 66"X40"X1.5", TOTAL 17.59 SF. WEIGHT 60 LBS. FLUID CAPACITY 1.33 GALS.

INSTALLED ON LANDSCAPE POSITION SOUTH WEST FACING AT 15 DEG TILT. MIN. 280 PANELS
ROOF
ALL PRODUCTS ARE "OR EQUAL".

INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.

TOTO MODEL #TEL113-D20E THE FAUCET SHALL HAVE HYDROPOWERED SELF-GENERATING, ECOPOWER SYSTEM. THE FAUCET SHALL HAVE MAXIMUM OF 20 SECONDS ON-DEMAND FLOW (0.11GPC).

THE FAUCET SHALL HAVE SELF-ADJUSTING SENSOR. PRODUCT EQUIPPED WITH 0.35GPM FLOW REGULATOR.

SK-1 3 5 SINK

COUNTER MOUNTED
ZURN 1-1/2"x1-1/2"
#Z-870-9-LC-S, 17
GA.

BRASSCRAFT SPEEDWAY
#CR-1900-S2 SERIES

LOOSEKEY ANGLE STOP
JUST #SL-ADA-2125-A-GR, TYPE 304, 18-GA STAINLESS STEEL, 16"X22"X5.5" INSIDE BOWL DIMENSIONS, CENTER REAR DRAIN HOLE.

JUST #J-35 FLAT
GRATE
CHICAGO MANUAL SINK FAUCETS 2300-8ABCP DECK-MOUNTED MANUAL SINK FAUCET, SINGLE-HOLE MOUNTING WITH OPTIONAL 8" COVER PLATE. 8" FIXED CENTERS, PRESSURE COMPENSATING SOFTFLO AERATOR 1.5 GPM
CH-1 HEAT PUMP CHILLER
(10 - FOR LARGE POOL)
(8 - FOR ACTIVITY POOL)
TBD
960 EACH
19,200 TOTAL
DVM HEAT PUMP CHILLER FOR POOL WATER HEATING SAMSUMG MODEL AG015KSVAJH/AA, 13,000 CFM AIR VOL., 67 GPM MAX. FLOW, 33.3 KW, 36A, MCA 40A, MOCP 50A, PER UNIT: 171,000 BTU/H HEATING CAPACITY @ 68°F OUTDOOR TEMPERATURE, (EACH UNIT). SOUND RATING 62 DB, 15 TONS, DIMENSIONS L 71", W 31", H 67".DISCHARGE HOT WATER TEMPERATURE 120 F DEGREES.

TBD
18 KW, 480 V,
3 PH, EACH
ROOF
SD-1

SCUPPER
DRAIN
3" CI ∅12"
10"X3" SCUPPER DRAIN, PLANIN BRONZE BODY WITH GASKET , PLAIN BROZE GRATE WITH INTEGRAL MEMBRANE CLAMP. COORDINAE WITH ARCHITECTUREAL GUTTERS SYSTEM.

ZURN #Z1614 OBLIQUE SCUPPER DRAIN
SH-3

BARRIER-FREE COLUMN
SHOWER
ADA
FD-3
BRADLEY MODEL HD PRESSURE BALANCING/TEMPERATURE(SET AT 110°F MAX.) VALVE SHOWER SYSTEM & TRIM. INTEGRAL SERVICE STOPS ALLOW WATER SHUTOFF AT VALVE FOR SERVICE.

ADJUSTABLE STOP SCREW TO LIMIT HAND TURN. METAL LEVER HANDLE. 1 MODE SHOWERHEAD. 1.5 GPM FLOW RESTRICTOR. ASSE 1016/SME A112.1016, ADA APPROVED BRADLEY MODEL COL-4C-HN CARRIER FREE COLUMN SHOWER, 304

STAINLESS STEEL WITH FLAGE BASE, VALVE MANIFOLD, GRAB BAR, SHOWERS HEADS, DIVERTER VALVE AND DRAIN FITTING .

ST-1, 2, 3,4 VERTICAL STORAGE TANK INSULATED AND JACKETED RHEEM ST500A, 500 GALLONS CAPACITY, ∅46", H

94.5" WITH 2" OUTLET/INLET CONNECTIONS, 1765 LBS EMPTY.

DOMESTIC HOT WATER

STORAGE TANK
5,935
W/WATER MECH, ROOM 3
HX-1 BELL & GOSSETT GPX MODEL #P64 TITAMIUM PLATED HEAT EXCHANGER. RATED FOR 250.0 GPM, INLET TEMP. 78°F, OUTLET TEMP. 120°F, HEAT EXCHANGED 4,604,798.9 BTU/HR, PRESSURE DROP 5 PSI. NO.PLATES 147.

SOLAR HEAT EXCHANGER

LARGE POOL MECH, ROOM
HX-2 MECH, ROOM
HX-3 HEAT EXCHANGER FOR

ACTIVITY POOL SYSTEM MECH, ROOM

SOLAR HEAT EXCHANGER

ACTIVITY POOL
3,060

W/WATER
2 3
BELL & GOSSETT GPX MODEL #P64 TITAMIUM PLATED HEAT EXCHANGER. RATED FOR 110 GPM, INLET TEMP. 78°F, OUTLET TEMP. 120°F, HEAT EXCHANGED 3,683,839.1 BTU/HR, PRESSURE DROP 5 PSI. NO. PLATES 141. 3,008

W/WATER
2 3
BELL & GOSSETT GPX MODEL #P64 TITAMIUM PLATED HEAT EXCHANGER. RATED FOR 190.2 GPM, INLET TEMP. 78°F, OUTLET TEMP. 120°F, HEAT EXCHANGED 3,499,647,2 BTU/HR, PRESSURE DROP 5 PSI. NO. PLATES 110. 2,742

W/WATER
2 3

MECH, ROOM
14 FIXTURE TO BE PROVIDED WITH 115V/60HZ ELECTRICAL RECEPTACLE.

TD-1
MECH
ROOM
2"
ZURN #Z890 SANI-FLO

LINEAR TRENCH DRAIN
SYSTEM
CI 60"x6"
60"x7" MODULAR CHANNEL SECTIONS,16 GA. STAINLESS STEEL. ZURN 6" WIDE STANDARD FS GRATES ARE PROVIDED, STAINLESS STEEL.
250 50 FT 75
5 HP
3 1800 480

BELL & GOSSETT
MODEL e-82 #3X3X9.5
SERIES

CHILER HOT WATER RECIRCULATING
PUMP

LARGE POOL SYSTEM
HWP-1
200

CHILER HOT WATER RECIRCULATING
PUMP

ACTIVITY POOL SYSTEM
HWP-2

SOLAR HOT WATER RECIRCULATING
PUMP

LARGE POOL SYSTEM
SHWP-1

SOLAR HOT WATER RECIRCULATING
PUMP

ACTIVITY POOL SYSTEM
SHWP-2

STAINLESS STEEL FITTED, CLOSED COUPLED TWIN IN-LINE

CENTRIFUGAL PUMP WITH IPC VARIABLE SPEED DRIVE
110

BELL & GOSSETT
MODEL e-82 #3X3X9.5
SERIES
GROUNDFOS CRE20-2
SERIES

VERTICAL IN-LINE COUPLED
DUPLEX
50 FT 75 3 1800 480
50 FT 75 3 3600 480
50 FT 75 3 480
1 --- ---
--- --- ---
---
1 2
--
--
--
6 6
--

INTEGRAL WITH

FIXTURE
--
5 5
3 5
DF-2 DRINKING FOUNTAIN

ADA - OUTDOOR
6 INTEGRAL INTEGRAL INTEGRAL

BRASSCRAFT SPEEDWAY
#CR-1900-S2 SERIES

LOOSEKEY ANGLE STOP
14 ELKAY VRCTL8WSK BOTTLE FILLING STATION AND BI-LEVEL ADA COOLER,

NON-FILTERED, REFRIGERATED, STAINLESS STEEL FINISH, AND SHALL BE POWERED BY 115V/60HZ ELECTRICAL PLUG. MOUNTING PLATE, FILTER, AND TRAP INCLUDED.

HOSE BIBB

HOSE BIBB - ROOF
-- --
--
--
--
--
--
--
1 2
3 4
5 6
7 10
9 8
11 12
13 14
-
2" 2" 1/2"
2" 2" 1/2" 1/2"
- - 3/4" -
2" 2" 1/2" -
3" 2" 3/4" 3/4"
- - 1/2" -
3" 2" 3/4" 3/4"
FS-1
MECH
ROOM
3" SS
DS-1 DOWNSPOUT -- ALUMINUM 4"/6" ZURN #ZF199-SAN DOWNSPOUT NOZZLE, ALUMINUM BODY, GASKET FOR CAST IRON. 5 6
6 6
6 5
5 ∅6" ZURN #FD1-NH3-R6-SS-P
FLOOR DRAIN, LIGHT-DUTY, NO-HUB CAST IRON BODY, SS ROUND GRATE.

PROVIDE TRAP PRIMER
11 HX-4

SOLAR THERMO SYSTEM

HEAT EXCHANGER FOR

ACTIVITY POOL
MECH, ROOM 2 3
TP-1 TRAP PRIMER VALVE PPP MODEL #P1-500, WITH DISTRIBUTION UNIT MECH, ROOM 6.3W,120V,60HZ
--
--
--
-- --
--
--
--
--
--
--
--
--
BELL & GOSSETT GPX MODEL #P64 TITAMIUM PLATED HEAT EXCHANGER. RATED FOR 205.7 GPM, INLET TEMP. 78°F, OUTLET TEMP. 120°F, HEAT EXCHANGED 3,683,839.1 BTU/HR, PRESSURE DROP 5 PSI. NO. PLATES 141. 3,008

W/WATER

MECH, ROOM
5 HP
5 HP
5 HP
10 HP

STAINLESS STEEL FITTED, CLOSED COUPLED TWIN IN-LINE

CENTRIFUGAL PUMP WITH IPC VARIABLE SPEED DRIVE

STAINLESS STEEL FITTED, CLOSED COUPLED TWIN IN-LINE

CENTRIFUGAL PUMP WITH VARIABLE SPEED DRIVE

STAINLESS STEEL FITTED, CLOSED COUPLED TWIN IN-LINE

CENTRIFUGAL PUMP WITH VARIABLE SPEED DRIVE
ES-1 EMERGENCY SHOWER SEE POOL DRAWINGS FOR DETAILS. SEE MISC SCHDULE FOR MIXING VALVE DETAILS.

TV-2 HAWS MODEL 9201H AXION THREMOSTATIC MIXING VALVE WITH INTEGRAL CHECK-STOPS, ROUGH BRONZE FINISH, MINIMUM FLOW 1 GPM. MAXIMUM FLOW 30 GPM SET AT 80°F, LEAD FREE ASSE 1071, ASNI Z358.1.

EMERGENCY
SHOWER

TEMPERING

MIXING VALVE
15 -- 2 3
1 CONNECTED TO A 316SS MANIFOLD, MOUNTED ON A STAINLESS STEEL SKID. SYSTEM INCLUDES CONTROL PANEL WITH VFD'S AND SURGE PROTECTION, DISCONNECT SWITCHES, N/E SWITCHES, ALARM CIRCUIT, PUMP RUN LIGHT, IO351B INPUT/OUTPUT MODULE. MANUFACTURER TO PROVIDE ONE-DAY START-UP.

BFP-1 BACKFLOW PREVENTER ICEMAKER WATTS MODEL #SD3, ASSE 1022, VENT TO NEAREST P-TRAP. -- -- 2 110 10 HP 3600 GROUNDFOS CRE20-2
SERIES
2 3
2 VERTICAL IN-LINE COUPLED
DUPLEX

VERTICAL IN-LINE COUPLED
DUPLEX

VERTICAL IN-LINE COUPLED
DUPLEX
IN-LINE 5 26 FT -- 1 1/6 HP 3500 115 BELL & GOSSETT
MODEL #PL-36 BVS

SOLAR HOT WATER RECIRCULATING
PUMP

DOMESTIC HOT WATER SYSTEM
SHWP-3 LEAD-FREE, ON TIMER
HX-4

SOLAR THERMO SYSTEM

HEAT EXCHANGER FOR

ACTIVITY POOL
MECH, ROOM -- 2 3 BELL & GOSSETT GPX MODEL #P64 TITAMIUM PLATED HEAT EXCHANGER. RATED FOR 205.7 GPM, INLET TEMP. 78°F, OUTLET TEMP. 120°F, HEAT EXCHANGED 3,683,839.1 BTU/HR, PRESSURE DROP 5 PSI. NO. PLATES 141. 3,008

W/WATER

DRAIN SCHEDULE
GRATE

SIZE (IN)

MANUFACTURER AND

MODEL NUMBER

REMARKS

SIZE (IN) MATERIAL
TRAP

TAG LOCATION

PLUMBING FIXTURE

SCHEDULE
TAG TYPE FAUCET OR VALVE MANUFACTURER & MODEL NO.

STRAINER & TAILPIECE
MFG. & MODEL NO.

TRAP MFG.

AND MODEL NO.

STOPS & SUPPLY PIPES
MFG. & MODEL NO. FIXTURE REMARKS

PUMP SCHEDULE

GPM MODEL
NUMBER TAG SERVICE TYPE EFFICIENCY %

PHASE RPM VOLTAGE
MOTOR

REMARKS

TAG DESCRIPTION

MISCELLANEOUS EQUIPMENT SCHEDULE

REMARKS
ELECTR.

REQ.

NOTES:

EQUIPMENT LOCATION

OPERATING

WEIGHT (LB)

PLUMBING FIXTURE

PIPING CONNECTION SCHEDULE

DESCRIPTION

PIPING TO FINAL BRANCH

CONNECTION

W V C H

FIXTURE

TAG DESCRIPTION

SOLAR THERMAL SYSTEM

LOCATION ITEM
TOTAL
DYN. HEAD POWER
NOTES:

PHASE RPM VOLTAGE
MOTOR
POWER
NOTES:

NOTES:

PUMP SCHEDULE NOTES:

SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

SCHEDULES
P501
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

REVISION

NUMBER DATE DESCRIPTION

NOT FOR

CONSTRUCTION

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA
777 MAGNOLIA AVENUE PIEDMONT, CA
94611
DATE:

ISSUE:
25% PROGRESS SET
APRIL 15, 2022 100% DESIGN DEVELOPMENT APRIL 30, 2022
Attachmment A Agenda Report Page 100
D
CR
J
V
P
B
2 a
F1
DZP
PC
P
a
D
a
a
TV
M
T
G
GFP
SPD
EPO
CB
AV
L
N E
AV

ABOVE COUNTER

ANNUNCIATOR

AMMETER
AMPERE

ABOVE FINISHED FLOOR

APPROXIMATELY

ARCHITECTURAL

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

BUILDING

CLOCK OR CONDUIT

CABINET

CAPACITOR

CATALOG

CIRCUIT BREAKER

CLOSED CIRCUIT TELEVISION

CURRENT LIMITING FUSE

CEILING

CIRCUIT

COMBINATION

CONCRETE

CONNECTION

CONTACTOR

CONTRACTOR

CURRENT TRANSFORMER

DECIBEL

DIRECT CURRENT
DETAIL

DIAMETER

DIAGRAM

DIMENSION

DISCONNECT

DISTRIBUTION

DIVISION

DAMPER MOTOR
DOWN

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

DRAWING
EACH

ELECTRICAL CONTRACTOR

ELECTRICAL

ELEVATION

EMERGENCY

ENCLOSURE

EQUIPMENT

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

EXISTING

EXPOSED

FIRE ALARM

FOOTCANDLE

FIXTURE
FIGURE
FLOOR

FULL LOAD AMPERE

FLEXIBLE

FLUORESCENT

FOOT OR FEET
FUTURE

GENERATOR

GROUND FAULT
HEIGHT

HIGH INTENSITY DISCHARGE

HORIZONTAL

HORSEPOWER
HEATER

HEATING, VENTILATION

HIGH VOLTAGE
HERTZ

IMPEDANCE

INCH OR INCHES

JUNCTION BOX

KILOVOLT

KILOVOLT - AMPERE

KILOWATT

LIGHTING

MAXIMUM

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MECHANICAL

MOUNTED

NEUTRAL

NORMALLY CLOSED
NUMBER

NORMALLY OPEN

NOMINAL

NAMEPLATE

NOT TO SCALE
+6" OVERCOUNTER OR BACKSPLASH

OUTSIDE DIAMETER

OVERLOAD
POLE

PUBLIC ADDRESS
PULL BOX or PUSHBUTTON

POWER FACTOR
PHASE

PILOT LIGHT
PANEL
PAIR

PRIMARY

POLYVINYL CHLORIDE
RECESSED or RECEPTACLE

REFERENCE

REGULATOR

REQUIRED

REVISION
ROOM

SCHEDULE

SMOKE DETECTOR
SECONDARY or SECURITY

SOLID NEUTRAL

SOLENOID
SPARE
SPACE

SINGLE POLE DOUBLE THROW

SINGLE POLE SINGLE THROW

SPECIFICATION

SUPERVISORY

SQUARE FOOT

STATION

STANDARD

SUSPENDED
SWITCH

SWITCHBOARD

SWITCHGEAR

SYNCHRONIZATION
SYSTEM

TELEPHONE

TEMPERATURE

THERMAL OVERLOAD

TWISTED PAIR SHIELDED

EXPLOSION PROOF

TELEPHONE TERMINAL CABINET

TELEVISION

TYPICAL

UNIT HEATER

UNIT VENTILATOR
VOLT

VOLT AMPERE

VERTICAL

VESTIBULE

VOLTMETER
VOLUME
WATT

WEATHER PROOF
AC
ANN
AM

A OR AMP
AFF
APPROX
ARCH
ATS
AUTO
BLDG
C
CAB
CAP
CAT
CB
CCTV
CLF
CLG
CKT
COMB
CONC
CONN
CONT
CONTR
CT
DB
DC
DET
DIA
DIAG
DIM
DISC
DIST
DIV
DM
DN
DPDT
DPST
DWG
EA
EC
ELECT
EL
EM
ENCL
EQUIP
EWC
EWH
(E)
EXP
FA
FC
FIXT
FIG
FL
FLA
FLEX
FLUOR
FT
FUT
GEN
GFI
HGT
HID
HORIZ
HP
HTR
HVAC
HV
HZ
IMP
IN
JB
KV
KVA
KW
LTG
MAX
MCC
MCP
MECH
MTD
NEUT
NC
No
NO
NOM
NP
NTS
OC
OD
OL
P
PA
PB
PF
PH
PL
PNL
PR
PRI
PVC
REC
REF
REG
REQD
REV
RM
SCHED
SD
SEC
SN
SOL
SP
SPC
SPDT
SPST
SPEC
SUPV
SQ.FT.

STA
STD
SUSP
SW
SWBD
SWGR
SYNC
SYST
T or TEL
TEMP
TOL
TPS
XP
TTC
TV
(TYP.)
UH
UV
V
VA
VERT
VEST
VM
VOL
W
WP

AUXILIARY

AUDIO VISUAL
AUX
AV

AND AIR CONDITIONING

MTG MOUNTING

NIC NOT IN CONTRACT

VR VERMIN RESISTANT

CIRCUIT INTERRUPTER

RR REMOVE AND REINSTALL

XFMR TRANSFORMER

AFCI ARC FAULT CURRENT INTERUPT

AIC AMPERES INTERRUPTING CAPACITY

DZP DAYLIGHTING ZONE PRIMARY

DZS DAYLIGHTING ZONE SECONDARY

SZ DAYLIGHTING ZONE SKYLIGHT
(R) RELOCATED

LF LINEAR FEET
D3

GENERAL NOTES

GROUND ROD

GROUND BUS BAR

CABLE TAP BOX

MOTOR CONNECTION

J-HOOK PATHWAY

PANELBOARD RECESSED MOUNTED

BUSWAY HORIZONTAL

SWITCH AND FUSE

CIRCUIT BREAKER

CIRCUIT BREAKER IN ENCLOSURE

DRAWOUT TYPE CIRCUIT BREAKER

ELECTRICAL EQUIPMENT

PANELBOARD SURFACE MOUNTED

BUSWAY RISER WITH PLUG IN UNIT

STEP DOWN TRANSFORMER

GENERATOR

AUTOMATIC TRANSFER SWITCH

HEAVY DUTY DISCONNECT SWITCH

HEAVY DUTY DISCONNECT SWITCH WITH FUSE

MOTOR STARTER

COMBINATION MOTOR STARTER/DISCONNECT SWITCH

THERMAL OVERLOAD/DISCONNECT SWITCH

DRAWOUT TYPE SWITCH AND FUSE

CURRENT TRANSFORMER AND KWH METER

GROUND FAULT PROTECTION RELAY

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

TRANSFORMER

ABBREVIATIONS

SURGE PROTECTIVE DEVICE

ACCESS CONTROL CARD READER BACK BOX

VARIABLE FREQUENCY DRIVE
M

INDICATES CIRCUITING

LIGHTING FIXTURE(S), POLE MOUNTED

WALL WASHER, CEILING MOUNTED

EMERGENCY LIGHTING FIXTURE

LIGHTING FIXTURE, WALL MOUNTED

LIGHTING FIXTURE DOWNLIGHT, CEILING MOUNTED

INDICATES SWITCH CONTROL

LIGHTING LEGEND

DATA AND AV DEVICE LEGEND
C
W

POWER AND SIGNAL DEVICE LEGEND

THREE WAY SWITCH

POWER LEGEND
T = TAMPER RESISTANT TYPE OUTLET
C
IG
D
= ABOVE COUNTER

ISOLATED GROUND

DEDICATED CIRCUIT
=
=
=
=
a
6 WP = WEATHERPROOF
# = SPECIAL MOUNTING HEIGHT
CEILING MOUNTED DUPLEX RECEPTACLE OUTLET: 125V, 20A
CEILING MOUNTED QUADRUPLEX RECEPTACLE OUTLET: 125V, 20A DIMMER SYSTEM LIGHT CONTROL - 3 WAY

DIMMER SYSTEM LIGHT CONTROL

KEYED TYPE SWITCH
G

RECEPTACLE SUBSCRIPT LEGEND
BELL

PUSHBUTTON

ADA DOOR PUSHPAD
COMBINATION 120V/USB DUPLEX RECEPTACLE
a
K
3 OV
a
EM EM
OR
xx
T
J
CP = CONDENSATE PUMP RECEPTACLE, COORDINATE MOUNTING WITH MECH 480Y/277V 208Y/120V
480Y/277V 208Y/120V
A. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWINGS IN LAYING OUT WORK AND

CHECK DRAWINGS OF OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES.

B. HASH MARKS INDICATING NUMBER OF CONDUCTORS ARE SHOWN ONLY FOR HOMERUNS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONDUCTORS AS REQUIRED TO ACHIEVE FUNCTIONS INDICATED.

C. ALL EQUIPMENT, DEVICES AND LIGHT FIXTURES LOCATED OUTDOORS SHALL BE UL LISTED FOR WET LOCATIONS OR BE ENCLOSED IN A NEMA 3R ENCLOSURE.

D. WHERE WIRE SIZES ARE INDICATED ON THE PLANS FOR INDIVIDUAL CIRCUITS,

THE WIRE SIZE INDICATED SHALL BE CARRIED THROUGH TO CIRCUIT TERMINATION POINT UON.

E. ALL POWER, LIGHTING AND RECEPTACLE BRANCH CIRCUITS, AND ALL FEEDERS SHALL INCLUDE A GROUND CONDUCTOR SIZED ACCORDING TO CEC.

F. PROVIDE ACOUSTICAL TREATMENT FOR ALL CONDUIT AND OUTLET BOX PENETRATIONS IN ACOUSTICAL PARTITIONS.

G. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT CEILING TYPE AND OCATIONS OF FIXTURES AND OTHER CEILING DEVICES PRIOR TO ROUGH-IN.

H. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR ALL DIMMING CIRCUITS AND

RECEPTACLE CIRCUITS FOR COMMUNICATIONS, SECURITY AND SOUND EQUIPMENT.

I. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL MECHANICAL,

PLUMBING AND ALL OTHER USER EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS PRIOR TO ANY WORK.

J. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTION AS REQUIRED TO ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS.

K. ALL MOUNTING HEIGHTS SHOWN ARE TO CENTER LINE OF OUTLET OR DEVICE AND SHALL APPLY UNLESS INDICATED OTHERWISE. SEE ARCHITECTURAL ELEVATIONS FOR EXACT LOCATIONS.

L. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL WALL OUTLET BOXES FOR SWITCHES, RECEPTACLES ETC. WITH TACK BOARDS,
CABINETS,CHALKBOARDS, FURNITURE, EQUIPMENTS ETC. TO AVOID CONFLICT.

M. WHERE ELECTRIC MOTORS OR HEATERS ARE INSTALLED IN HUNG CEILING,

PROVIDE DISCONNECT SWITCH IN HUNG CEILING WITHIN REACH FROM ACCESS POINT.

N. PROVIDE PULL WIRE IN EACH RACEWAY RUN OVER 10 FEET IN LENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED.

O. SEE MECHANICAL DRAWINGS FOR ADDITIONAL CONNECTION REQUIREMENTS TO CONTROL PANELS AND TRANSFORMERS, 120V FOR CONTROL SYSTEM, CONTROL SYSTEM, EP AND PE SWITCHES, TIME CLOCK, VALVES, RELAYS LOCATION, ETC.

INDICATED ON CONTROL WIRING DIAGRAMS. VERIFY FINAL CONTROL WIRING REQUIREMENTS WITH DIVISION 23 PRIOR TO ANY WORK AND PROVIDE ALL NECESSARY WIRING, DEVICES AND CONNECTIONS AS REQUIRED.

P. LIGHTING, POWER, TELEPHONE AND COMMUNICATIONS OUTLETS SHALL NOT BE PLACED BACK TO BACK. OUTLETS SHALL BE SEPARATED MIN. OF 24" IN FIRE-RATED WALLS AND MIN. 18" IN NON-RATED WALLS.

Q. ALL CONDUIT SHALL BE RUN CONCEALED IN HUNG CEILING SPACE, IN WALLS, OR UNDER FLOOR, UNLESS SPECIFICALLY INDICATED OTHERWISE.

R. PROVIDE PULLBOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS. COORDINATE LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID CONFLICT. PULLBOXES SHALL BE ACCESSIBLE. THE SIZE OF EACH PULLBOX SHALL COMPLY WITH CEC REQUIREMENTS.

S. OUTLET BOXES FOR FIXTURES RECESSED IN HUNG CEILING SHALL BE ACCESSIBLE THROUGH OPENING CREATED BY REMOVAL OF FIXTURES.

T. USE OF AC OR MC TYPE CABLES FOR BRANCH CIRCUIT WIRING ARE PERMISSABLE IN ALL AREAS.

U. ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT.

V. WHERE RECEPTACLES WITH GFCI LOCATED ADJACENT TO A SINK, MOUNT 6" ABOVE COUNTER OR BACKSPLASH.

W. FIRE ALARM SYSTEM IS A DESIGN-BUILD WORK. FIRE ALARM SYSTEM VENDOR

SHALL PROVIDE DRAWINGS SUITABLE FOR PERMIT AND APPROVAL BY LOCAL FIRE MARSHAL. PROVIDE SUBMITTAL DRAWINGS FOR REVIEW BEFORE ORDERING ANY COMPONENTS. THE FIRE ALARM DEVICES SHOWN ARE FOR COORDINATION ONLY AND DOES NOT DEPICT ACTUAL QUANTITY REQUIRED. PROVIDE ADDITIONAL DEVICES TO MEET CODE OR PER FIRE MARSHAL'S COMMENTS. DEVICES SHALL BE COMPATIBLE WITH THE (E) FIRE ALARM SYSTEM IN THE BUILDING. PROVIDE FULL COMMISSIONING SERVICES.

X. PRIOR TO FINAL ELECTRICAL APPROVAL, A SELECTIVE COORDINATION STUDY MUST BE PERFORMED BY A 3RD. PARTY TESTING AGENCY, AND REVIEWED,

APPROVED AND SIGNED BY ENGINEER OF RECORD WITH LETTER STATING HE HAS REVIEWED AND AGREES WITH THE STUDY.

Y. ALL EQUIPMENT RATED AT 1000 AMPERES OR GREATER SHALL BE TESTED IN CONFORMANCE WITH UL STANDARD 869 OR 891 FOR INSULATION BREAKDOWN PRIOR TO BEING ENERGIZED; THE TEST SHALL BE PERFORMED BY TESTING

FACILITY ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AND THE BUILDING OFFICIAL; CEC 230.95(C)

JUNCTION BOX, WALL / CEILING MOUNTED

RED PUSH BUTTON MUSHROOM TYPE WITH CLEAR LEXAN PROTECTIVE SHROUD COVER.

EPO = EMERGENCY POWER OFF

LIGHTING FIXTURE TYPE
FIXTURE DESIGNATION:

DZP = DAYLIGHTING ZONE PRIMARY
DZS = DAYLIGHTING ZONE SECONDARY
SZ = DAYLIGHTING ZONE SKYLIGHT
DAYLIGHTING PHOTOCELL. SUBSCRIPT(S) INDICATES LIGHTING CONTROLLED.

OCCUPANCY SENSOR, CEILING MOUNTED.

SUBSCRIPT(S) INDICATES FIXTURE(S) CONTROLLED.

H - INDICATES HALLWAY TYPE SENSOR.

OUTDOOR PHOTOCELL SENSOR
TELEPHONE/DATA OUTLET, MOUNT AT 18" AFF TO CENTER OF OUTLET, TYP. UON, PROVIDE DOUBLE-GANG BOX WITH 1''C TO ABOVE ACCESSIBLE CEILING SPACE. PROVIDE PULL CORD.

COMBINATION DIMMER & OCCUPANCY SENSOR, WALL MOUNTED
OVERRIDE CONTROL SWITCH. PROVIDE LABEL INDICATING "OVERRIDE LTG/REC CONTROL".

HALF-CONTROLLED QUADRUPLEX RECEPTACLE OUTLET: 125V, 20A, (ONE DUPLEX CONTROLLED, ONE DUPLEX UNCONTROLLED). MOUNT AT 18"AFF TO CENTER OF OUTLET, UON FLOOR MOUNTED POWER OUTLET. FIELD VERIFY EXACT LOCATION AND TYPE. 125V, 20A FLOOR MOUNTED POWER QUADRUPLEX OUTLET. FIELD VERIFY EXACT LOCATION AND TYPE. 125V, 20A

COMBINATION POWER, TELE/DATA & AUDIO VISUAL FLUSH FLOOR MOUNTED HALF CONTROLLED QUADRUPLEX OUTLET. FIELD VERIFY EXACT LOCATION AND TYPE. 125V. 20A

COMBINATION POWER, TELE/DATA & AUDIO VISUAL FLUSH FLOOR MOUNTED SPLIT WIRED DUPLEX OUTLET. FIELD VERIFY EXACT LOCATION AND TYPE. 125V. 20A QUADRIPLEX RECEPTACLE OUTLET: 125V, 20A MOUNT AT 18"AFF TO CENTER OF OUTLET, TYP. UON
DUPLEX RECEPTACLE OUTLET: 125V, 20A, MOUNT AT 18"AFF TO CENTER OF OUTLET, TYP.

UON

CONTROL SWITCH, SUBSCRIPT(S) INDICATES ASSOCIATED LIGHT FIXTURE(S) / EQUIPMENT CONTROLLED. NO SUBSCRIPT INDICATES ALL LIGHT FIXTURE(S) / EQUIPMENT CONTROLLED INSIDE ROOM. MOUNT AT +42" AFF, TYP. UNLESS OTHERWISE NOTED. = GROUND FAULT CIRCUIT INTERRUPTER
SINGLEPLEX RECEPTACLE OUTLET: 125V, 20A, MOUNT AT 18"AFF TO CENTER OF OUTLET, TYP. UON
CONTROLLED DUPLEX RECEPTACLE OUTLET: 125V, 20A, TOP HALF SWITCHED VIA OCCUPANCY SENSOR OR VIA TIME SWITCH IN OPEN OFFICES. (PLUG LOAD CONTROL) MOUNT AT 18"AFF TO

CENTER OF OUTLET, UON
FLUSH FLOOR MOUNTED POWER OUTLET. FIELD VERIFY EXACT LOCATION AND TYPE. 125V, 20A SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED

POWER/TELECOM WIREMOLD SURFACE RACEWAY, LENGTH APPROXIMATELY AS SHOWN

SUBSCRIPT(S) INDICATES SWITCH CONTROL

NUMBER INDICATES CIRCUIT NUMBER

LIGHTING FIXTURE LINEAR, LENGTH AS SHOWN, CEILING MOUNTED

LIGHTING FIXTURE, LENGTH AS SHOWN, WALL MOUNTED

DATA OUTLET AT CEILING, PROVIDE SINGLE-GANG BOX/SINGLE GANG MUD RING/STRING WITH 1" C
DATA OUTLET, MOUNT AT 18" AFF TO CENTER OF OUTLET, TYP. UON, PROVIDE DOUBLE-GANG BOX/SINGLE EXTENDED GANG MUDRING/STRINGS WITH 1"C TO ABOVE ACCESSIBLE CEILING SPACE.

TELEPHONE OUTLET, "W" INDICATES WALL PHONE, MOUNT AT 45" AFF TO TOP OF OUTLET, UON, PROVIDE SINGLE-GANG BOX/SINGLE-GANG MUD-RING/STRING WITH 1"C TO ABOVE ACCESSIBLE CEILING SPACE.

TELEVISION OUTLET, MOUNT AT 18" AFF TO CENTER OF OUTLET, PROVIDE SINGLE-GANG BOX WITH 1"C TO ABOVE ACCESSIBLE CEILING SPACE.

EXIT SIGN, WALL MOUNTED
SHADING = ILLUMINATED FACE

ARROWS AS SHOWN

EXIT SIGN, LOW LEVEL, RECESSED IN WALL
SHADING = ILLUMINATED FACE ARROWS AS SHOWN
OCCUPANCY SENSOR, WALL MOUNTED. DUAL OR SINGLE RELAY PER PLANS.

SUBSCRIPT(S) INDICATES FIXTURE(S) CONTROLLED.

EXIT SIGN, CEILING MOUNTED
P = PENDANT MOUNTED
SHADING = ILLUMINATED FACE ARROWS AS SHOWN

EXIT SIGN, CEILING MOUNTED
P = PENDANT MOUNTED
SHADING = ILLUMINATED FACE ARROWS AS SHOWN
CONTROL PANEL SURFACE MOUNTED EXAMPLES: LCP, SECURITY, BMS CONTROL PANEL RECESSED MOUNTED EXAMPLES: LCP, SECURITY, BMS MS = MOTORIZED SHADE CONTROLLER (FBO)
PS = PROJECTION SCREEN CONTROLLER (FBO)
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
25% PROGRESS SET

LEGEND,

SYMBOLS,

GENERAL NOTES &

DRAWING LIST
E001
APRIL 15, 2022

CITY OF PIEDMONT
120 VISTA AVENUE PIEDMONT, CA
94611

PIEDMONT

COMMUNITY POOL

PIEDMONT, CA

DRAWING LIST
Sheet
Number Sheet Name
E001 LEGEND, SYMBOLS, GENERAL NOTES & DRAWING LIST
E101 SITE PLAN - POWER
E102 SITE PLAN - LIGHTING
E201 FLOOR PLAN - LEVEL 1
E205 ROOF PLAN - POWER
E301 FLOOR PLAN LEVEL 1 - LIGHTING
E305 ROOF PLAN - LIGHTING
E501 SINGLE LINE DIAGRAM
E601 LIGHTING FIXTURE SCHEDULE
E602 LIGHTING CONTROL DIAGRAM
E701 DETAILS

Piedmont City CouncilMay 2, 2022

Piedmont City Council
May 2, 2022