SHEET NUMBER:
PROJECT NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
201401
CIVIL ENGINEER:
TELAMON ENGINEERING CONSULTANTS, INC.
855 FOLSOM STREET, SUITE 142
SAN FRANCISCO, CA 94107
TEL: (415) 837-1336
FAX: (415) 837-1354
LANDSCAPE ARCHITECT:
MILLER COMPANY LANDSCAPE ARCHITECTS
1585 FOLSOM STREET
SAN FRANCISCO, CA 94103
TEL: (415) 252-7288
STRUCTURAL ENGINEER:
TENNEBAUM-MANHEIM ENGINEERS, INC.
414 MASON STREET, SUITE 605
SAN FRANCISCO, CA 94102
TEL: (415) 772-9891
FAX: (415) 772-9893
MECHANICAL & PLUMBING ENGINEER:
H&M MECHANICAL GROUP
8517 EARHART ROAD, #230
OAKLAND, CA 94621
TEL: (510) 569-2000
FAX: (510) 569-2002
ELECTRICAL ENGINEER:
EDESIGNC INCORPORATED
212 9TH STREET, SUITE 203
OAKLAND, CA 94607
TEL: (415) 963-4303
FAX: (415) 963-4341
AQUATICS CONSULTANT:
AQUATIC DESIGN GROUP, INC.
2226 FARADAY AVENUE
CARLSBAD, CA 92008
TEL: (760) 438-8400
FAX: (760) 438-5251
SPECIFICATIONS:
TOPFLIGHT SPECS
55 NEW MONTGOMERY STREET, SUITE 805
SAN FRANCISCO, CA 94105
TEL: (415) 546-6033
FAX: (415) 546-6034
CONSULTANTS:
JOINT VENTURE
ELS ARCHITECTURE AND URBAN DESIGN
2040 ADDISON STREET, BERKELEY, CA 94704P| 510.549.2929 F| 510.843.3304
KUTH RANIERI ARCHITECTS
725 GREENWICH STREET, SAN FRANCISCO, CA 94133P| 415.544.9880 F| 415.544.9881
BALBOA PARK POOL
RENOVATION
BALBOA PARK & RECREATION CENTER
SAN FRANCISCO, CA
CONFORM SET
OCTOBER 17, 2016
REVISION
NUMBER DATE DESCRIPTION
C-26222
LI C
ENSED ARCH I TECT
SCOTT J . FERRELL
ST
A
T EO F C A L I F ORN
I A
FDFDFDFD
FDFDFDFD
FD
FD
FD
FD
F
F
F
F
F
F
F
FD
FD
FD
FD
FD
FD
UP
RE
F.
U
FD
FD
1 2 3 4 5 6 7 8 9
DP-1
SWIMMING POOL
DEMOLITION PLAN
1 3.2.17 PLUMBING
ASI 01103-13-2017
SHEET NUMBER:
PROJECT NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
201401
CIVIL ENGINEER:
TELAMON ENGINEERING CONSULTANTS, INC.
855 FOLSOM STREET, SUITE 142
SAN FRANCISCO, CA 94107
TEL: (415) 837-1336
FAX: (415) 837-1354
LANDSCAPE ARCHITECT:
MILLER COMPANY LANDSCAPE ARCHITECTS
1585 FOLSOM STREET
SAN FRANCISCO, CA 94103
TEL: (415) 252-7288
STRUCTURAL ENGINEER:
TENNEBAUM-MANHEIM ENGINEERS, INC.
414 MASON STREET, SUITE 605
SAN FRANCISCO, CA 94102
TEL: (415) 772-9891
FAX: (415) 772-9893
MECHANICAL & PLUMBING ENGINEER:
H&M MECHANICAL GROUP
8517 EARHART ROAD, #230
OAKLAND, CA 94621
TEL: (510) 569-2000
FAX: (510) 569-2002
ELECTRICAL ENGINEER:
EDESIGNC INCORPORATED
212 9TH STREET, SUITE 203
OAKLAND, CA 94607
TEL: (415) 963-4303
FAX: (415) 963-4341
AQUATICS CONSULTANT:
AQUATIC DESIGN GROUP, INC.
2226 FARADAY AVENUE
CARLSBAD, CA 92008
TEL: (760) 438-8400
FAX: (760) 438-5251
SPECIFICATIONS:
TOPFLIGHT SPECS
55 NEW MONTGOMERY STREET, SUITE 805
SAN FRANCISCO, CA 94105
TEL: (415) 546-6033
FAX: (415) 546-6034
CONSULTANTS:
JOINT VENTURE
ELS ARCHITECTURE AND URBAN DESIGN
2040 ADDISON STREET, BERKELEY, CA 94704P| 510.549.2929 F| 510.843.3304
KUTH RANIERI ARCHITECTS
725 GREENWICH STREET, SAN FRANCISCO, CA 94133P| 415.544.9880 F| 415.544.9881
BALBOA PARK POOL
RENOVATION
BALBOA PARK & RECREATION CENTER
SAN FRANCISCO, CA
CONFORM SET
OCTOBER 17, 2016
REVISION
NUMBER DATE DESCRIPTION
C-26222
LI C
ENSED ARCH I TECT
SCOTT J . FERRELL
ST
A
T EO F C A L I F ORN
I A
MR-1
MECHANICAL ROOM
LAYOUT PLAN
5/8" DIA.
3/8" DIA.
1/2" DIA.
SIZE
800
3,000
1,500
4,900
TENSION LOAD (LBS)
60
40
10
25
3-1/4"
4''
2''
2''
MIN. EMBED
3/4" DIA.6,300 110
4-3/4"
1/4" DIA.
ANCHORS IN CONCRETE
TORQUE LOAD (FT-LBS) TENSION LOAD (LBS)
ANCHORS IN CONCRETE
TORQUE LOAD (FT-LBS)
300
1,000
500
1,250 55
35
10
30
1,700 120
*
*
*
1 3.2.17 PLUMBING
ASI 01103-13-2017
SHEET NUMBER:
PROJECT NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
201401
CIVIL ENGINEER:
TELAMON ENGINEERING CONSULTANTS, INC.
855 FOLSOM STREET, SUITE 142
SAN FRANCISCO, CA 94107
TEL: (415) 837-1336
FAX: (415) 837-1354
LANDSCAPE ARCHITECT:
MILLER COMPANY LANDSCAPE ARCHITECTS
1585 FOLSOM STREET
SAN FRANCISCO, CA 94103
TEL: (415) 252-7288
STRUCTURAL ENGINEER:
TENNEBAUM-MANHEIM ENGINEERS, INC.
414 MASON STREET, SUITE 605
SAN FRANCISCO, CA 94102
TEL: (415) 772-9891
FAX: (415) 772-9893
MECHANICAL & PLUMBING ENGINEER:
H&M MECHANICAL GROUP
8517 EARHART ROAD, #230
OAKLAND, CA 94621
TEL: (510) 569-2000
FAX: (510) 569-2002
ELECTRICAL ENGINEER:
EDESIGNC INCORPORATED
212 9TH STREET, SUITE 203
OAKLAND, CA 94607
TEL: (415) 963-4303
FAX: (415) 963-4341
AQUATICS CONSULTANT:
AQUATIC DESIGN GROUP, INC.
2226 FARADAY AVENUE
CARLSBAD, CA 92008
TEL: (760) 438-8400
FAX: (760) 438-5251
SPECIFICATIONS:
TOPFLIGHT SPECS
55 NEW MONTGOMERY STREET, SUITE 805
SAN FRANCISCO, CA 94105
TEL: (415) 546-6033
FAX: (415) 546-6034
CONSULTANTS:
JOINT VENTURE
ELS ARCHITECTURE AND URBAN DESIGN
2040 ADDISON STREET, BERKELEY, CA 94704P| 510.549.2929 F| 510.843.3304
KUTH RANIERI ARCHITECTS
725 GREENWICH STREET, SAN FRANCISCO, CA 94133P| 415.544.9880 F| 415.544.9881
BALBOA PARK POOL
RENOVATION
BALBOA PARK & RECREATION CENTER
SAN FRANCISCO, CA
CONFORM SET
OCTOBER 17, 2016
REVISION
NUMBER DATE DESCRIPTION
C-26222
LI C
ENSED ARCH I TECT
SCOTT J . FERRELL
ST
A
T EO F C A L I F ORN
I A
SP-1
SWIMMING POOL
LAYOUT PLAN
SWIMMING POOL SURGE DATA
*
*
1 3.2.17 PLUMBING
ASI 01103-13-2017
UP
UP
UP
A3004
A300
A300
A300
1
3
2
1 2 3 4 5 6 7 8 10 11 12
18' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 10' - 8" 6' - 6" 29' - 0" 1' - 8" 8' - 8"
174' - 6"
9
2A310
(E) CRAWLSPACEB05
(E) MECH.EQUIPMENT
ROOMB02
3A310
PROJECT NORTH
B07
(E) POOL ABOVE
(E) STRUCTURE
2A321
2A320
1A320
LINE OF RAMP ABOVE
B02A
B01A
B06A
B06B
B02B
5.10
3.4
3.1
8.11
3.1
3.1
3.1
3.1
A A
B B
C C
D D
E E
F F
G G
H H
102'
- 0"
17' -
10"
12' -
8"
12' -
8 1
/4"
15' -
7 1
/2"
12' -
8 1
/4"
12' -
8"
17' -
10"
(N) ELEC. SERVICE ANDPANELS, S.E.D.
AREAWAYB01
3.9
3.1
3.9
3.103.11
(E) STORAGEB08
(E) CRAWLSPACEB07
A3012
4A310
2.26TYP.
(E)CONC.STEPS
3.12
(E)ACCESSSTAIR
A301
3
EXISTING HEAD CLEARANCE +/- 6"- 4"PROVIDE LOW HEADROOM WARNING& LIGHTING ON BEAM ABOVE.
(E) STORAGEB06
UP
UP
UP
UP
WT
(N) MECHANICALAND POOL EQUIPMENT, TYP.S.M.D., SEE POOL DRAWINGS
45' - 10"
56' -
1 1
/2"
(E) PIPE RAILS & RAMP
(E) SERVICESINK
AD
AD
AD
+174.02+173.82
+173.74
+174.02
+173.80
+173.80 +173.80
+173.60+173.80
+173.87
+174.54
+175.00
+174.54
(E) V.I.F.
(E) V.I.F.
2%SLOPE
2%SLOPE
2%SLOPE
SLOPEDN
(E) V.I.F.
2%SLOPE
SLOPE
SLOPE
SLOPE
5.13
6' - 9"
4' -
4"
24' -
1 7
/8"
10' - 4"
7' - 5"
2' -
10"
EQEQ
21' - 4"
4' - 10"
(N) FULLHEIGHT CHAINLINK FENCE
3.173.173.173.17
3.17
90.00°
1' - 9"
3.163.16
3.163.16
3.173.17
32.2
19' - 0"
9' - 3
"
A8333
TYP.
5.4
8.16
22.1
SEE TYP. DETAIL 10/S102 FOROPENINGS IN CONC. REQD. FORGAS METER LINES
4
CONC. HOUSEKEEPING PAD - SEE POOL DRAWINGS4
22.2
5.4
4
4
4
MAINTAIN 3' CLEARPATH TO EGRESS STAIR
MAINTAIN MIN 6'8" HEADCLEARNCE AT AREAS OFOVERHEAD PIPING CROSSINGEGRESS PATH.
SEE 9/S1030' - 6"11
8
11
[E] WALL TO REMAIN
[E] WALL TO BE REMOVED
[N] WALL
LEGEND
[E] DOOR TO BE REMOVED
[N] WOOD SHEAR WALL, S.S.D.
[N] LOW PARTITION (8'-3" HIGH U.O.N]SEE DETAIL /6 A911
GENERAL NOTES1. VERIFY CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. BRING
DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND OBTAINRESOLUTION PRIOR TO PROCEEDING WITH THE WORK.
2. PROTECT EXISTING SURFACES TO REMAIN DURING CONSTRUCTION.
3. SEE SHEET A901 FOR PARTITION TYPES.
4. PATCH AND REPAIR EXISTING CONCRETE STRUCTURE AS INDICATED INCONCRETE REPAIR DRAWINGS AND SPECS. ALL INTERIOR CONCRETE WALLSURFACES ARE TO RECEIVE SEALER AND, WHERE EXPOSED TO VIEW,COLOR COAT. EXTERIOR SURFACES ARE TO RECEIVE SEALER, AND WHEREEXPOSED TO VIEW, COLOR COAT, AND GRAFFITTI RESISTANT COATING.
5. SEE SLAB PLAN A202A FOR FLOOR SLOPES AND DRAINAGE.
6. SEE SHEET A801 FOR FINISH SCHEDULE
7. REPLACE (E) FRAMING AND FINISHES REMOVED FOR INSTALLATION OF (N)STRUCTURAL COMPONENTS. S.S.D. FOR SCOPE OF STRUCTURAL WORK.
4
SHEET NUMBER:
PROJECT NUMBER:
DATE:
ISSUE:
SHEET TITLE:
PROJECT:
CLIENT:
201401
CIVIL ENGINEER:TELAMON ENGINEERING CONSULTANTS, INC.855 FOLSOM STREET, SUITE 142SAN FRANCISCO, CA 94107TEL: (415) 837-1336FAX: (415) 837-1354
LANDSCAPE ARCHITECT:MILLER COMPANY LANDSCAPE ARCHITECTS1585 FOLSOM STREETSAN FRANCISCO, CA 94103TEL: (415) 252-7288
STRUCTURAL ENGINEER:TENNEBAUM-MANHEIM ENGINEERS, INC.414 MASON STREET, SUITE 605SAN FRANCISCO, CA 94102TEL: (415) 772-9891FAX: (415) 772-9893
MECHANICAL & PLUMBING ENGINEER:H&M MECHANICAL GROUP8517 EARHART ROAD, #230OAKLAND, CA 94621TEL: (510) 569-2000FAX: (510) 569-2002
ELECTRICAL ENGINEER:EDESIGNC INCORPORATED212 9TH STREET, SUITE 203OAKLAND, CA 94607TEL: (415) 963-4303FAX: (415) 963-4341
AQUATICS CONSULTANT:AQUATIC DESIGN GROUP, INC.2226 FARADAY AVENUECARLSBAD, CA 92008TEL: (760) 438-8400FAX: (760) 438-5251
SPECIFICATIONS:TOPFLIGHT SPECS55 NEW MONTGOMERY STREET, SUITE 805SAN FRANCISCO, CA 94105TEL: (415) 546-6033FAX: (415) 546-6034
MATERIALS CONSULTANT:WISS, JANNEY, ELSTNER ASSOCIATES, INC.2000 POWELL STREET, SUITE 1650EMERYVILLE, CA 94608TEL: (510) 428-2907FAX: (510) 428-0456
CONSULTANTS:
JOINT VENTURE
ELS ARCHITECTURE AND URBAN DESIGN2040 ADDISON STREET, BERKELEY, CA 94704P| 510.549.2929 F| 510.843.3304
KUTH RANIERI ARCHITECTS725 GREENWICH STREET, SAN FRANCISCO, CA 94133P| 415.544.9880 F| 415.544.9881
51 HAVELOCK STREETSAN FRANCISCO, CA 94112
CONFORM SET
FLOOR PLAN -BASEMENT LEVEL
A201
OCTOBER 17, 2016
SAN FRANCISCORECREATION AND PARK
DEPARTMENT501 STANYAN STREET
SAN FRANCISCO, CA 94117
BALBOA PARK POOLRENOVATION
1/8" = 1'-0"1 FLOOR PLAN - BASEMENT
KEYNOTES
3.17 (N) CONC. MECHANICAL PAD, S.S.D & S.M.D.5.4 NEW STEEL CANOPY, S.S.D. (DEDUCT ALTERNATE NO. 6)5.10 NEW METAL EGRESS STAIRS AND RAILINGS5.13 4 X 4 X 3/16 GALV. MESH INFILL WELDED TO CONTINUOUS 2 X
2 X 1/4 GALVANIZED STEEL ANGLE ATTACHED TO CONC. ALLAROUND WITH FASTENERS AT 24" O.C. MIN.
8.11 NEW METAL DOORS8.16 (N) CARD READER22.1 (E) GAS METER TO REMAIN--PROTECT DURING
CONSTRUCTION - PROVIDE TEMPORARY SUPPORT OF GASMETER EQUIPMENT UNTIL FOUNDATION IS IN PLACE
22.2 EXTEND (E) FIRE DEPARTMENT POOL DRAFT CONNECTIONAND PROVIDE (N) F.D.C.
32.2 WIRE MESH INFILL BETWEEN TOP OF RETAINING WALL AND(E) SLAB OVERHANG
KEYNOTES
1.2 WASTE AND RECYCLING BINS N.I.C.2.26 (E) SUMP PUMP TO BE REMOVED AND REPLACED. S.P.D.3.1 NEW CONCRETE WALL, S.S.D., MATCH EXISTING FINISH AND
COLOR APPLY SEALER AND (ON EXTERIOR) GRAFFITTIRESISTANT COATING
3.4 RAMP SUPPORTS, S.S.D.3.9 (N) SHOTCRETE WALL S.S.D.3.10 (N) CONC. PILASTER S.S.D.3.11 (N) FOOTING S.S.D., TYP.3.12 EXISTING CONCRETE STRUCTURE TO REMAIN: PATCH AND
REPAIR CRACKS AND AREAS OF SPALLING CONCRETE. SEECONCRETE REPAIR DRAWINGS AND SPECS. APPLY SEALERAND GRAFFITTI RESISTANT COATING.
3.16 NEW CONC. SLAB, S.S.D.
4
REVISION
NUMBER DATE DESCRIPTION
4 05/2/2016 Addendum #27 01/09/2017 ASK 003 - AS1 0038 02/21/2017 ASK 010 - ASI 00811 03/13/2017 ASK 12 - ASI 011
7
7
ASI 01103-13-2017
6"
ASI 01103-13-2017
T.O. opening
ASI 01103-13-2017