JOINT VENTURE - San Franciscorecpark.sfgov.org/impact/rpd/Files/Docs/858/Documents/ASI/33-1538...fd...

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


TEL: (415) 252-7288

STRUCTURAL ENGINEER:

TENNEBAUM-MANHEIM ENGINEERS, INC.

414 MASON STREET, SUITE 605


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


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:




TEL: (415) 837-1336

FAX: (415) 837-1354



1585 FOLSOM STREET


TEL: (415) 252-7288





TEL: (415) 772-9891

FAX: (415) 772-9893




OAKLAND, CA 94621

TEL: (510) 569-2000

FAX: (510) 569-2002




OAKLAND, CA 94607

TEL: (415) 963-4303

FAX: (415) 963-4341



2226 FARADAY AVENUE

CARLSBAD, CA 92008

TEL: (760) 438-8400

FAX: (760) 438-5251

SPECIFICATIONS:

TOPFLIGHT SPECS



TEL: (415) 546-6033

FAX: (415) 546-6034

CONSULTANTS:

JOINT VENTURE





BALBOA PARK POOL

RENOVATION


SAN FRANCISCO, CA

CONFORM SET

OCTOBER 17, 2016

REVISION


C-26222

LI C

ENSED ARCH I TECT

SCOTT J . FERRELL

ST

A


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:




TEL: (415) 837-1336

FAX: (415) 837-1354



1585 FOLSOM STREET


TEL: (415) 252-7288





TEL: (415) 772-9891

FAX: (415) 772-9893




OAKLAND, CA 94621

TEL: (510) 569-2000

FAX: (510) 569-2002




OAKLAND, CA 94607

TEL: (415) 963-4303

FAX: (415) 963-4341



2226 FARADAY AVENUE

CARLSBAD, CA 92008

TEL: (760) 438-8400

FAX: (760) 438-5251

SPECIFICATIONS:

TOPFLIGHT SPECS



TEL: (415) 546-6033

FAX: (415) 546-6034

CONSULTANTS:

JOINT VENTURE





BALBOA PARK POOL

RENOVATION


SAN FRANCISCO, CA

CONFORM SET

OCTOBER 17, 2016

REVISION


C-26222

LI C

ENSED ARCH I TECT

SCOTT J . FERRELL

ST

A


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


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


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

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ASI 01103-13-2017

6"

ASI 01103-13-2017

T.O. opening

ASI 01103-13-2017

JOINT VENTURE - San Franciscorecpark.sfgov.org/impact/rpd/Files/Docs/858/Documents/ASI/33-1538...fd...

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