· harrison tower 100% schematic design 05.08.2020 project location project description code &...

HARRISON TOWER100% SCHEMATIC DESIGN

05.08.2020

PROJECT DESCRIPTIONPROJECT LOCATION

CODE & ACCESSIBILITY INFORMATION

Project Name: HARRISON TOWERAddress: 1621 Harrison Street, Oakland, 94612 (Residential Tower)

1619 Harrison Street, Oakland, 94612 (Administrative Offices)

Parcel Number: 008 062502300 / 008 062502400Zoning District: CBD-CHeight: Central Business District Height Area 6, no limit

Commercial Corridor, N/AYear Built: 1979 - 1980

Local Historic Property Category: -Local Historic District:-OCHS Rating: *3Local Landmark: NoOccupancy Type(s): S-2, B, A-3, R-2Construction Type: Type IA Non sprinklered with wet standpipesNumber Of Stories: 13 Stories over Basement/GarageBuilding Height: Approx. 130' above Harrison Street

Unit Count: 100 1-Bedroom Units1 2-Bedroom Unit101 Total Units

Scope of Work:

The Harrison Tower project (Parcel 008 062502300 / 008 062502400) is located on Harrison Street between 15th and 17th Streets in Oakland, originally constructed in 1979-1980. The 0.476-acre site (CBD-C Zoning: Central Business District) faces Harrison Street to the East.

The existing 13 story building contains existing affordable senior apartments for interior rehabilitation and modernization totaling 101 residential dwelling units, comprised of (100) 1-bedroom units and (1) 2-bedroom manager's unit. Residential units are accessed by a residential lobby with elevators and occur primarily on floors 4 - 13 with the 2-bedroom manager's unit on the 3rd floor.

Office spaces are located at the 1st and 2nd floors. These spaces have a separate lobby and are served by dedicated elevators. Scope within these spaces is limited to finish repair/replacement and accessibility compliance alterations in areas disturbed by seismic retrofit work, see Seismic Upgrade scope below. At the basement level, seismic work requires the relocation of the elevator machine room.

The proposed project scope includes interior improvements at the 3rd floor common use community room, kitchen, laundry, restrooms, residential office areas and the residential common space and units at the floors above.

Examples of the interior scope of repair / replacement include new paint, flooring, plumbing fixtures and piping, appliances, light fixtures, doors and door hardware, HVAC equipment, an accessible entry intercom system and security cameras and electrical equipment.

Interior scope of alterations includes kitchen cabinetry, countertops, and new receptacles where new countertops occur. Additional alterations occur to address accessibility and seismic retrofit work.

The proposed exterior scope of work includes installation of new retrofit replacement windows at residential floors, replacement of roofing materials, exterior painting, rooftop mechanical, solar hot water heating and generator equipment.

Site improvements include modifying the existing ramp from the street to the 1st floor lobbies for accessibility.

Seismic UpgradeThe existing building is a 13-story cast-in-place concrete building constructed in the 1970s. The existing lateral system consists of a concrete shear wall/bearing wall system. The building is being strengthened on a mandatory basis. The purpose of the seismic strengthening is to remediate the soft story/weak story seismic deficiency below 4th Floor in accordance with City of Oakland building code amendments and 2019 California Existing Building code. A seismic performance objective of Structural Life Safety in the Basic Safety Earthquake 1 for use with existing buildings (BSE-1E) has been selected for the seismic upgrade of foundation through 3rd Floor structure in accordance with 2019 City of Oakland Soft-Story Ordinance.

SITE

APPLICABLE CODES

2019 California Building Code2019 California Existing Building Code2019 California Electrical Code2019 California Mechanical Code2019 California Plumbing Code2019 California Green Building Code2019 California Energy Code

2019 Oakland Building Code Amendments2019 Oakland Electrical Code Amendments2019 Oakland Mechanical Code Amendments2019 Oakland Plumbing Code Amendments2019 Oakland Green Building Code Amendments

DRAWING INDEX

PARCEL: 008 062502300 / 008 0625024001621 HARRISON STREETOAKLAND, CA 94612

ABBREVIATIONS

CBCCEBCCECCMCCPCCGBCCENC

OBCOECOMCOPCOGBC

Project Name: HARRISON TOWERAddress: 1621 Harrison Street / 1619 Harrison Street, Oakland, 94612Parcel: 008 062502300 / 008 062502400

APPLICABLE ACCESSIBILITY REGULATIONS

1. Non-Mobility Unit AlterationsA. The building was built for first occupancy in 1980, therefore alterations to non-mobility units are not covered multifamily units and are not required to comply with CCR Title 24 2019 CBC Chapter 11a per CBC 1102A.2 and CBC 11B-233.3.4.3.B. The building was built for first occupancy in 1980, therefore alterations to non-mobility units are not required to comply with Fair Housing Accessibility Guidelines 1991 published by HUD

2. Mobility and Communication Unit Alterations2010 ADA Standards for Accessible Design 35.151(c)CCR Title 24 2019 CBC Chapter 11b

3. Common Use Area Alterations2010 ADA Standards for Accessible Design 35.151(c)CCR Title 24 2019 CBC Chapter 11b

ABBREVIATIONS

& < @ A.B.ABV A.C. ACC ACOUS. A.D. ADJ. ALUM.APL AUTO. BALC. BD.BLDG. BLKG. BM. B.O.C. BTM. B.S.W. BTWN. CABT. CEM.PLAS. C.J. C.L.CLG. CLKG. CL. CLR. C.M.U. COL. CONC. CONN. CONT. CONST. CNTR. CSMT. D DBL. DET. DIA. DIM. DR. D.S. DWG. EA. E.J. ELEV. ELEC. ENCL.E.P. EQ. EQPT. EXT. F.A.I. F.D. FDN. F.E. F.E.C. F.F.FIN. FLASH'G FLEXFLR. F.O.B. F.O.C. F.O.F. F.O.S. F.O.W. FT. , ' FTG. GA. GAR. G.B. GL. GLAZ. G.S.M. G.W.B.GYP.H.B.HDWR. H.M. HORIZ. HPR. HR. H.R. HT. IN. , " INSUL. INT. INTERM. JT.

AND ANGLE AT ANCHOR BOLT ABOVE ASPHALTIC CONC ACCESSIBLE ACOUSTICAL AREA DRAIN ADJACENT ALUMINIUMASSUMED PROPERTY LINE AUTOMATIC BALCONY BOARD BUILDING BLOCKING BEAM BOTTOM OF CURB BOTTOM BACK OF SIDEWALKBETWEEN CABINET CEMENT PLASTER CONTROL JOINT CENTERLINE CEILING CAULKING CLOSET CLEAR CONCRETE MASONRY UNITCOLUMNCONCRETE CONNECTION CONTINUOUSCONSTRUCTION COUNTER CASEMENT DRYER DOUBLE DETAIL DIAMETER DIMENSION DOORDOWNSPOUT DRAWING EACH EXPANSION JOINT ELEVATION ELECTRIC ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT EXTERIOR FRESH AIR INTAKE FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOORFINISH OR FINISHED FLASHING FLEXIBLEFLOOR FACE OF BEAM FACE OF CONCRETE FACE OF FINISH FACE OF STUD FACE OF WALL FOOT FOOTING GAUGE GARAGE GRAB BAR GLASS GLAZING GALVINIZED SHEET METAL GYPSUM WALL BOARD GYPSUMHOSE BIB HARDWARE HOLLOW METAL HORIZONTAL HOPPER HOUR HANDRAIL HEIGHT INCHES INSULATION INTERIORINTERMEDIATE JOINT

KIT.LAU.LAND'G LAV. LT. MAX. M.C. MECH. MTL. MFR. MIN. MTD. MULL.N/A N.I.C. N.T.S. O/ O.C. OFF. O.H. OPNG. OPP.PERF. PL.

PLAS. LAM. P.O. P.T.

PTD. PLYWD. R REC. REF.REINF. REQ'D RM. R.O. R.W.L. S.A.D. S.C. S.C.D S.S.D SCH. SEC. S.E.D. S.F. S.G. SH. SHLVS.SHT. SIM. S.L.D. S.M. S.M.D. S.P. S.P.D. SPECS. SQ. S.S. STD. STL. STOR. STRUCT. SV T.B. T&G TEL. TEMP.GL. THRESH. T.O. T.O.C. T.O.PL. T.O.S. T.O.W. TPH T T.S.TYP.U.O.N. VCT VERT. VEST. V.G.D.F. V.I.F. W W/ W.C. WD. WDW.W.H. W/OW.O. W.P.W.S.

KITCHEN LAUNDRYLANDINGLAVATORY LIGHT MAXIMUM MEDICINE CABINETMECHANICAL METALMANUFACTURER MINIMUM MOUNTEDMULLION NOT APPLICABLENOT IN CONTRACTNOT TO SCALEOVER ON CENTER OFFICE OVERHANG OPENINGOPPOSITEPERFORATED PLATEPROPERTY LINE PLASTIC LAMINATEPARTIALLY OPERABLE PRESSURE TREATED OR POST TENSIONEDPAINTED PLYWOODRISER RECESSEDREFRIGERATORREINFORCED REQUIRED ROOM ROUGH OPENINGRAINWATER LEADERSEE ARCHITECTURAL DRAWINGS SOLID CORE SEE CIVIL DRAWINGSSEE STRUCTURAL DRAWINGSSCHEDULESECTIONSEE ELECTRICAL DRAWINGSSUBFLOOR SAFETY GLAZINGSHELFSHELVES SHEETSIMILAR SEE LANDSCAPE DRAWINGS SHEET METAL SEE MECHANICAL DRAWINGSSTANDPIPESEE PLUMBING DRAWINGSSPECIFICATIONSSQUARE STAINLESS STEELSTANDARDSTEEL STORAGESTRUCTURAL SHEET VINYL TOWEL BAR TONGUE AND GROOVETELEPHONE TEMPERED GLASS THRESHOLD TOP OF TOP OF CURB TOP OF PLATE TOP OF SLAB TOP OF WALL TOILET PAPER HOLDER TREAD (OR TEMPERED) TUBE STEEL TYPICAL UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERTICAL VESTIBULE VERTICAL GRAIN DOUG. FIR VERIFY IN FIELD WASHER WITH WATER CLOSET WOOD WINDOW WATER HEATER WITHOUT WHERE OCCURS WATERPROOF WHEELSTOP

SYMBOLS

±0'-0" (+48.00')

GRID LINEGRID NUMBER OR LETTER

WORK PT / CONTROL PTELEV. IF GIVEN

DETAILDETAIL NUMBERSHEET NUMBER



SECTION SECTIONLETTER SHEETNUMBER

EXTERIOR ELEVATION

ELEVATION NUMBERSHEET NUMBER

INTERIOR ELEVATION(S)

ARROWS, NUMBERS AND LETTERSINDICATE ELEVATIONS & ELEVATION GROUP

SHEET NUMBER

WINDOW TYPE

WINDOW MARK (NUMBER)

DOOR TYPE

DOOR MARK (NUMBER)

WALL TYPEWALL MARK (LETTER)

REVISION

REVISION MARK (NUMBER)

#

PROJECT TEAM

OWNER

Oakland Housing Authority1801 Harrison St., 2nd FloorOakland, CA 94612Attn: Deni AdaniyaTel: (510) 587-2149Email: [email protected]

ENERGY CONSULTANT

Peralta Energy4180 Emeral St.Oakland, CA 94609Attn: Ben ThompsonTel: (510) 459-0827Email: [email protected]

ARCHITECT

Saida + Sullivan Design Partners44 Gough Street, Suite 202San Francisco, CA 94103Attn: Mimi SullivanTel: (415) 777-0991Email: [email protected]

STRUCTURAL ENGINEER

Miyamoto International, Inc.535 Mission Street, Suite 1730 San Francisco, CA 94105Attn: Sean FraserTel: (415) 767-4251Email: [email protected]

MEP ENGINEER

EDesignC Incorporated582 Market Street, Suite 400San Francisco, CA 94104Attn: Rosanna LermaTel: (415) 963-4303Email: [email protected]

WATERPROOFING ENGINEER

Steelhead Engineers2570 W. El Camino Real, Suite 320Mountain View, CA 94040Attn: Alan BurnettTel: (650) 941-1112Email: [email protected]

UNIT MATRIX SUMMARY

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:

44 GOUGH ST. SUITE 202SAN FRANCISCO, CA 94103

T: 415.777.0991F: 415.777.0992

www.saidasullivan.com

Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:

No. Description Date:

SCHEMATIC DESIGN05.08.2020

Issued For:

ISSUE INFORMATION

Copyright Saida + Sullivan Design Partners, Inc. 2020c

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E2.05 FOURTH FLOOR ELECTRICAL REMOVAL

E2.06 ROOF ELECTRICAL REMOVAL

E2.21 BASEMENT ELECTRICAL PLAN

E2.22 FIRST FLOOR ELECTRICAL PLAN

E2.23 SECOND FLOOR ELECTRICAL PLAN

E2.24 THIRD FLOOR ELECTRICAL PLAN

E2.25 FOURTH AND FIFTH FLOOR ELECTRICAL PLAN

E2.26 SIXTH AND SEVENTH FLOOR ELECTRICAL PLAN

E2.27 EIGHTH AND NINTH FLOOR ELECTRICAL PLAN

E2.28 TENTH AND ELEVENTH FLOOR ELECTRICAL PLAN

E2.29 TWELFTH AND THIRTEENTH FLOOR ELECTRICALPLAN

E2.30 ROOF ELECTRICAL PLAN

E3.00 SINGLE LINE DIAGRAM

E3.01 LOW VOLTAGE RISERS

E4.02 UNIT ELECTRICAL PLANS

E4.03 UNIT ELECTRICAL PLANS

GENERAL

A0.0 PROJECT INFORMATION

A0.1 AGENCY COMMUNICATION

ARCHITECTURAL

A1.0 SITE PLAN - EXISTING

A2.01 BASEMENT PLAN - EXISTING

A2.02 FIRST FLOOR PLAN - EXISTING

A2.03 SECOND FLOOR PLAN - EXISTING

A2.04 THIRD FLOOR PLAN - EXISTING

A2.05 TYPICAL RESIDENTIAL FLOOR PLAN - EXISTING

A2.06 ROOF PLAN - EXISTING

A2.21 BASEMENT PLAN - PROPOSED

A2.22 FIRST FLOOR PLAN - PROPOSED

A2.23 SECOND FLOOR PLAN - PROPOSED

A2.24 THIRD FLOOR PLAN - PROPOSED

A2.25 FOURTH AND FIFTH FLOOR PLAN - PROPOSED

A2.26 SIXTH AND SEVENTH FLOOR PLAN - PROPOSED

A2.27 EIGHTH AND NINTH FLOOR PLAN - PROPOSED

A2.28 TENTH AND ELEVENTH FLOOR PLAN - PROPOSED

A2.29 TWELFTH AND THIRTEENTH FLOOR PLAN -PROPOSED

A2.30 ROOF PLAN - PROPOSED

A3.1 BUILDING ELEVATIONS - EXISTING




A4.01 UNIT PLANS - EXISTING

A4.02 UNIT PLANS

A4.03 UNIT PLANS

A4.11 ENLARGED PLANS - COMMON AREAS

A4.12 ENLARGED PLANS - COMMON AREAS

A4.13 ENLARGED PLANS - OFFICE AREAS

STRUCTURAL

S0.01 GENERAL NOTES

S0.02 GENERAL NOTES

S0.13 TYPICAL CONCRETE AND MASONRY DETAILS

S2.00 3D VIEW

S2.01 BASEMENT AND FOUNDATION PLAN

S2.02 FIRST FLOOR FRAMING PLAN

S2.03 SECOND FLOOR FRAMING PLAN

S2.04 THIRD FLOOR FRAMING PLAN

S2.05 4TH FLOORS FRAMING PLAN

S2.06 TYPICAL FLOOR FRAMING PLAN (5TH - 13TH FLOORS)

S2.15 ROOF FRAMING PLAN

S2.16 STAIR ROOF PLAN

S3.01 ELEVATION

S3.02 ELEVATION

S3.03 ELEVATION

S3.04 ELEVATION

S3.05 ELEVATION

S3.06 ELEVATION

S3.07 ELEVATION

S3.08 ELEVATION

S3.09 ELEVATION

S3.10 ELEVATION

S3.11 ELEVATION

S3.12 ELEVATION

S3.13 ELEVATION

S3.15 STRENGTHENING DETAILS

MECHANICAL

M0.00 MECHANICAL TITLE SHEET

M2.01 BASEMENT MECHANICAL REMOVAL

M2.02 FIRST FLOOR MECHANICAL REMOVAL

M2.03 SECOND FLOOR MECHANICAL REMOVAL

M2.04 THIRD FLOOR MECHANICAL REMOVAL

M2.05 FOURTH FLOOR MECHANICAL REMOVAL, TYP.

M2.06 ROOF MECHANICAL REMOVAL

M2.21 BASEMENT MECHANICAL PLAN

M2.22 FIRST FLOOR MECHANICAL PLAN

M2.23 SECOND FLOOR MECHANICAL PLAN

M2.24 THIRD FLOOR MECHANICAL PLAN

M2.25 FOURTH THROUGH THIRTEENTH FLOORMECHANICAL PLAN

M2.30 ROOF MECHANICAL PLAN

PLUMBING

P0.00 PLUMBING TITLE SHEET

P2.01 BASEMENT PLUMBING REMOVAL

P2.03 SECOND FLOOR PLUMBING REMOVAL

P2.04 THIRD FLOOR PLUMBING REMOVAL

P2.05 FOURTH FLOOR PLUMBING REMOVAL

P2.06 ROOF PLUMBING REMOVAL

P2.21 BASEMENT PLUMBING REMOVAL

P2.23 SECOND FLOOR PLUMBING PLAN

P2.24 THIRD FLOOR PLUMBING PLAN

P2.25 FOURTH THROUGH TWELFTH AND THIRTEENTHFLOOR PLUMBING PLAN

P2.30 ROOF PLUMBING PLAN

P3.00 PLUMBING RISER DIAGRAMS

P3.01 PLUMBING RISER DIAGRAMS

P4.02 UNIT PLUMBING PLANS

P4.03 UNIT PLUMBING PLANS

ELECTRICAL

E0.00 ELECTRICAL TITLE SHEET

E2.01 BASEMENT ELECTRICAL REMOVAL

E2.02 FIRST FLOOR ELECTRICAL REMOVAL

E2.03 SECOND FLOOR ELECTRICAL REMOVAL

E2.04 THIRD FLOOR ELECTRICAL REMOVAL

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


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AGENCYCOMMUNICATION

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17TH STREET

ADJACENT BUILDING

ADJACENT BUILDING

ADJACENT BUILDING

ADJACENT BUILDING

ADJACENT BUILDING

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

1621 HARRISON ST.

PHASE:

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T: 415.777.0991F: 415.777.0992


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Issued For:

ISSUE INFORMATION


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SITE PLAN - EXISTING

SCALE: 1" = 20'-0"A1.0

SITE PLAN - EXISTING1

PROPERTY LINE, TYP.

UP

UP

UP

UP

A3.4

1

A3.3

1

A3.2

1

A3.1

1

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE

1

ELEVATORMACHINE

ROOM

2

BUILDINGMAINTENANCE

ROOM

3

STORAGE

4

STORAGE

5

STORAGE

6

ELECTRICALEQUIP.

7

GARBAGEROOM

8

ELECTRICALTRANSFORMER

VAULT

9

STAIR 1

ST1

STAIR 2

ST2

STAIR 3

ST3

ELEV. 5

EL5

ELEV. 1

EL1

ELEV. 2

EL2

ELEV. 3

EL3

ELEV. 4

EL4RESIDENTIAL

ELEVATORLOBBY

10

12.4

GARAGE VEHICULAR ENTRY

SHEET NOTES:

GENERAL NOTES:

1. EXISTING CONDITIONS SURROUNDING ALL PROPOSED WORK UNDER CONTRACT WITH OWNER SHALL BE VERIFIED IN FIELD BY CONTRACTOR. SEE OWNER RECORD DRAWINGS FOR ADDITIONAL INFORMATION.

2. ALL EXISTING CONDITIONS TO REMAIN WHICH CORRELATE TO PROPOSED SCOPE OF WORK SHALL BE EVALUATED BY OWNER FOR DAMAGE AND REPAIR OR REPLACEMENT.

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T: 415.777.0991F: 415.777.0992


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Consultants:

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BASEMENT PLAN - EXISTING1

KEYNOTESKEYNOTE ITEM

UP

DN

UP

DN

UP

UP

DNUP

VITREOUS CHINA

C_URINALSDEXTERK-5016-ETVITREO

US CHINAC_URINALSDEXTERK-5016-ET

A3.4

1

A3.3

1

A3.2

1

A3.1

1

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

ELEV. 3

EL3

ELEV. 4

EL4

ELEV. 1

EL1

ELEV. 2

EL2

STAIR 2

ST2

STAIR 1

ST1

STAIR 3

ST3

MAILBOXLOBBY

140

RESIDENTIALTOWER LOBBY

141

LABORCOMPLIANCE

105

CCGSMANAGER

104

CCGS ADMIN.

103

BUILDINGLOBBY

101

RECEPTION

102

PASSAGE

106

OFFICE

107

DIRECTOR OFHUMAN

RESOURCES

108

OFFICE

109

HUMANRESOURCES

ADMINISTRATION

110

DOCUMENTSTORAGE &

OFFICE

111

CLOSET

107A

PASSAGE

112CORRIDOR

116

MEN

130WOMEN

131

PASSAGE

113

STORAGE

BOARD OFCOMMISSIONERS

STORAGE

136

AUDIO ROOM

133


134


KITCHEN

135

PASSAGE

114

PASSAGE

128

STORAGE

129

FINANCE DEPT.

117

CONFERENCE

125

STORAGE

126HR STORAGE

127

FINANCEMANAGER

124

ACCOUNTGOFFICE III

123

ACCOUNTGOFFICE III

122

ACCOUNTGOFFICE III

121

SENIORBUDGETANALYST

120

CONTROLLER

119

DIRECTOR OFFINANCE

118

CORRIDOR

115

PLANTER

EXTERIOR COURTYARD

EXTERIOR PATIO

PLANTER PLANTER PLANTER PLANTER

12.4

HARRISON STREET

GARAGE VEHICULAR ENTRY BELOW

SHEET NOTES:

GENERAL NOTES:



PHASE:

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T: 415.777.0991F: 415.777.0992


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Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


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FIRST FLOOR PLAN -EXISTING

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1ST FLOOR PLAN - EXISTING1


DN

DN

DN

UP

UP

VITREOUS CHINA



VITREOUS CHINA



A3.4

1

A3.3

1

A3.2

1

A3.1

1

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

AA

STAIR 1

ST1

STAIR 3

ST3

STAIR 2

ST2

ELEV. 3

EL3

ELEV. 4

EL4

ELEV. 1

EL1

ELEV. 2

EL2 EXEC.DIRECTORSTORAGE

206B

CORRIDOR

206A

CORRIDOR

206

MEN

235

STORAGE

231

CONFERENCE

230

STORAGE

233

PASSAGE

232WOMEN

234

PASSAGE

202

PASSAGE

203I.T. AREA

244

I.T. MANAGER

245

I.T. AREA

242

I.T. AREA

243

I.T. DIRECTOR

246

I.T. STORAGE

247

I.T. LAB

229

PASSAGE

252

EMPLOYEESTAFF ROOM

KITCHEN

254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE

204

ORED ALCOVE

251

COPY ROOM

218

STORAGE

248DIRECTORASSET

MANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.

222

PROG MGR

223

PROG MGR

224

PROG MGR

225

PROG MGR

226

ASSIST ASSETMGR

227

MPOE

251

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE

217

CORRIDOR

205

CORRIDOR

205A

IDF ROOM

252

STAFFATTORNEY

212

FUTURE

211

CHIEFOPERATING

OFFICER

210

OFFICE

209

OFFICE

213EXECUTIVE

LOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE

214

EXECUTIVEOPEN OFFICE

208

FUTUREOFFICE

215

SENIORCOMMUNICATIONS

MANAGER

216


236

EXECUTIVEDIRECTOR

238

CLOSET

239

DEPUTYEXECUTIVEDIRECTOR

240

CLOSET

241

CLOSET

237

COURTYARDBELOW

PATIOBELOW

12.4

SHEET NOTES:

GENERAL NOTES:



PHASE:

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T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


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05/08/20

1902

SD

A2.03

SECOND FLOOR PLAN -EXISTING

SCALE: 1/8" = 1'-0"A2.03

2ND FLOOR PLAN - EXISTING1


DNUP

DNUP

REF.

RE

F.

DW

DW

A3.4

1

A3.3

1

A3.2

1

A3.1

1

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

AA

STORAGE

312 GAMES

314

COMPUTERROOM

316GARBAGE

CHUTE

313

STAIR 1

ST1

LOUNGE

315

OFFICE

311

ELEV. 1

EL1

ELEV. 2

EL2

KITCHEN

317

LAUNDRY

318

319

WOMEN'S

321

MEN'S

322

320

JAN.

324

323

ELEV. 3

EL3

ELEV. 4

EL4

LOBBY

301

ASST.MANAGER'S

OFFICE

310

MANAGER'SAPT.

307

CORRIDOR

302

304

306

308

305

STAIR 2

ST2

SERVICESOFFICE

314A

CORRIDOR

302A

ROOFROOF COURTYARD

BELOW

12.4

SHEET NOTES:

GENERAL NOTES:



PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

1621 H

AR

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SD

A2.04

THIRD FLOOR PLAN -EXISTING

SCALE: 1/8" = 1'-0"A2.04

3RD FLOOR PLAN - EXISTING1


DNUP

DNUP

REF. REF.REF.

REF. REF.REF.

REF.

REF. REF.

REF.

A3.4

1

A3.1

1

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR

*02

1BR

*04

1BR

*06

1BR

*08

1BR

*10

TENANTSTORAGE

*14

STAIR 1

ST1

GARBAGECHUTE

*13

1BR

*09

1BR

*07

1BR

*05

1BR

*03

1BR

*01

STAIR 2

ST2

LOBBY

*11

CORRIDOR

*12

EX

ITC

OR

RID

OR

A3.3

1

A3.2

1

12.4

12.4

8"

SHEET NOTES:

GENERAL NOTES:



PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

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,O

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05/08/20

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SD

A2.05

TYPICAL RESIDENTIALFLOOR PLAN -EXISTING

SCALE: 1/8" = 1'-0"A2.05

4TH FLOOR PLAN (TYP. FLOOR) - EXISTING1


DN

UP

A3.4

1

A3.3

1

A3.2

1

A3.1

1

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

EQUIPMENTROOM

R3

EQUIPMENTROOM

R2

STAIR 2

ST2

STORAGE

R1

ELEV. 3

EL3

ELEV. 4

EL4

ROOF

12.4

SHEET NOTES:

1. T.B.D.

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

1621 H

AR

RIS

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05/08/20

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SD

A2.06

ROOF PLAN - EXISTING

SCALE: 1/8" = 1'-0"A2.06

ROOF - EXISTING1


UP

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE

1

PREVIOUSELEVATORMACHINE

ROOM, T.B.D.

2

BUILDINGMAINTENANCE

ROOM

3

NEWELEVATORMACHINE

ROOM, T.B.D.

4

STORAGE

5

STORAGE

6

ELECTRICALEQUIP.

7

GARBAGEROOM

8


VAULT

9

STAIR 1

ST1

STAIR 2

ST2

STAIR 3

ST3

ELEV. 5

EL5

ELEV. 1

EL1

ELEV. 2

EL2

ELEV. 3

EL3

ELEV. 4

EL4

12.4

03.05

03.05

03.05

03.05

03.05

03.05

03.0503.05

03.05

32.02

03.05

ELEVATOR MACHINE ROOM AND EQUIPMENT TO BE RELOCATED DUE TO (N) STRUCTURAL SHEARWALL

03.06

03.06

03.06

03.06

03.06 03.06

03.06

03.06 03.06 03.06

03.06

03.06

03.06

TYP. IN SCOPE AREA

TYP. IN SCOPE AREA

GARAGE VEHICULAR ENTRY

03.07

NOTE:GARAGE GATE WILL NEED MODIFICATION, T.B.D.

SHEET NOTES:

GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N. ALIGN FACE OF FINISH TO EXISTING FACE OF FINISH WHERE SUCH FRAMING CONDITIONS OCCUR.

2. ACCESSIBILITY REQUIREMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR. CONDITIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO COMPLETION. SEE ACCESSIBILITY SHEETS FOR ADDITIONAL INFORMATION.


4. ALL ELECTRICAL WORK (I.E. RECEPTACLES, SWITCHING, CONTROLS) INCLUDING (RE)LOCATION SHALL BE COORDINATED IN FIELD BY ELECTRICAL CONTRACTOR. PROVIDE SOUND ATTENUATION AND PADS AT PENETRATIONS IN ACOUSTICAL WALL TYPES.


6. PROVIDE NEW FINISHES, FURNISHINGS, EQUIPMENT, AND FIXTURES PER PRODUCT SELECTION TABLE AND SPECIFICATIONS.

7. S.S.D. FOR SEISMIC RETROFIT SCOPE, TYP.

SHEET NOTES:

07 THERMAL AND MOISTURE PROTECTION

1. PROVIDE FIRESTOPPING AT PENETRATIONS THROUGH DEMISING WALL, FLOOR, AND CEILING ASSEMBLIES FOR NEW OR REPLACED CONDITIONS.

09 FINISHES

INTERIOR FINISHES.

1. NEW INTERIOR FINISHES INCLUDING, BUT NOT LIMITED TO, FLOORING, WALL BASE, PAINTING WITH PATCH AND REPAIR AT WALLS, CEILINGS, AND TRIM CONDITIONS. SEE PRODUCT SELECTIONS.

DOOR MANEUVERING CLEARANCE LEGEND:

A. FRONT APPROACH PULL SIDE EXTERIOR DOOR

B. FRONT APPROACH PUSH SIDE

C. FRONT APPROACH PULL SIDE

D. FRONT APPROACH PUSH SIDE WITH CLOSER & LATCH

E. HINGE APPROACH PUSH SIDE

F. LATCH APPROACH PUSH SIDE

G. POCKET DOOR FRONT APPROACH

H. POCKET DOOR POCKET APPROACH

A

BC D

E

F

G

H

60"

60"

24" 48"

36"

60"

54"

18"

48"

48"

12"

44"

58"

22"

44"

60"

24"

48"

36"

42"

58"

J. HINGE APPROACH PUSH SIDE WITH CLOSER & LATCH

J

48"

58"

22"

CLEAR FLOOR SPACE LEGEND:

A. 30" X 48" FIXTURE CLEAR FLOOR SPACE SIDE APPROACH

B. 30" X 48" FIXTURE CLEAR FLOOR SPACE FRONT APPROACH

H. CIRCULAR TURNING FLOOR SPACE, TYP.

I. T-SHAPE TURNING FLOOR SPACE, TYP.

A B

H

I

30"

48"

48"

30"

60"

36"

24"

12"

36"

60"

ITEMS C THROUGH G DO NOT OCCUR.

LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.

EXISTING ITEMS TO BE REMOVED

EXISTING ITEMS TO REMAIN

NEW INTERIOR PARTITION TO UNDERSIDE OF EXISTING ONE-HOUR FLOOR/CEILING OR ROOF/CEILING ASSEMBLY U.O.N., SEE SHEET AX.X AND S.S.D.

WALL TYPE IDENTIFICATION

ROOM IDENTIFICATION SIGNAGE, SEE SHEETS AXX.XX

WINDOW TYPE IDENTIFICATION, REFER TO WINDOW SCHEDULE

I.S. INTERIOR SECURITY SCREEN

E.S. EXTERIOR SECURITY SCREEN

RESCUE WINDOW IDENTIFICATION

DOOR TYPE IDENTIFICATION REFER TO DOOR SCHEDULE

MOBILITY UNITCOMMUNICATION UNIT

BACKING LOCATION S.S.D.

FE FIRE EXTINGUISHER, CLASS ABC - SURFACE MOUNTED

AREAS OF INTERIOR ALTERATION TO ACCOMMODATE STRUCTURAL RETROFIT WORK

DOOR/DOOR HARDWARE TO BE DISTURBED OR REMOVEDSEE DOOR SCHEDULE

NEW CONCRETE WALL, SEE SHEET AX.X AND S.S.D.

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

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05/08/20

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SD

A2.21

BASEMENT PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.21

BASEMENT PLAN - PROPOSED1


03 CONCRETE

03.05 NEW CONCRETE SHEARWALL, S.S.D. TYP.

03.06 SEISMIC STRENGTHENING AT (E) COLUMN, S.S.D. TYP. REPAIR ANY DISTURBEDFINISHES VISIBLE FROM BUILDING EXTERIOR.

03.07 SEISMIC STRENGTHENING AT (E) BEAM ABOVE, S.S.D. TYP. REPAIR ANYDISTURBED FINISHES VISIBLE FROM BUILDING EXTERIOR.

32 EXTERIOR IMPROVEMENTS

32.02 NEW ADA PARKING LAYOUT AND STRIPING TO ACCOMMODATE NEW CONCRETESHEARWALL.

DN

VITREOUS CHINA



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

LABORCOMPLIANCE

105

CCGSMANAGER

104

CCGS ADMIN.

103

BUILDINGLOBBY

101

RECEPTION

102

PASSAGE

106

OFFICE

107

DIRECTOR OFHUMAN

RESOURCES

108

OFFICE

109

HUMANRESOURCES

ADMINISTRATION

110

DOCUMENTSTORAGE &

OFFICE

111

CLOSET

107A

PASSAGE

112CORRIDOR

116

MEN

130WOMEN

131

PASSAGE

113


STORAGE

136

AUDIO ROOM

133


134


KITCHEN

135

PASSAGE

114

PASSAGE

128

STORAGE

129

FINANCE DEPT.

117

CONFERENCE

125

STORAGE

126HR STORAGE

127

FINANCEMANAGER

124

ACCOUNTGOFFICE III

123

ACCOUNTGOFFICE III

122

ACCOUNTGOFFICE III

121

SENIORBUDGETANALYST

120

CONTROLLER

119

DIRECTOR OFFINANCE

118

CORRIDOR

115

ELEV. 3

EL3

ELEV. 4

EL4

ELEV. 1

EL1

ELEV. 2

EL2

STAIR 2

ST2

STAIR 1

ST1

STAIR 3

ST3


141

MAILBOXLOBBY

140

PLANTER

EXTERIOR COURTYARD

EXTERIOR PATIO


12.4

03.01

03.01

03.01

03.01

03.01

03.01

03.01

03.01

03.02

HARRISON STREET

MODIFY DOOR TO PROVIDE REQUIRED LANDING AND MANUEVERING CLEARANCE

MODIFIY (E) RAMP FOR ACCESSIBILITY

03.03

03.03

26.15

TYP. IN SCOPE AREA

26.15

TYP. IN SCOPE AREA

26.15

TYP. IN SCOPE AREA

09.13

TYP. IN SCOPE AREA

09.12

TYP. IN SCOPE AREA

03.03

09.13

TYP. IN SCOPE AREA

09.12

TYP. IN SCOPE AREA

03.03 03.03

03.03

03.03

03.03

03.03

03.03

03.03 03.03

03.03

03.03

03.03TYP. IN SCOPE AREA

TYP. IN SCOPE AREA


TYP. IN SCOPE AREA

A4.13

2

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.











A

BC D

E

F

G

H

60"

60"

24" 48"

36"

60"

54"

18"

48"

48"

12"

44"

58"

22"

44"

60"

24"

48"

36"

42"

58"


J

48"

58"

22"






A B

H

I

30"

48"

48"

30"

60"

36"

24"

12"

36"

60"


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNIT






PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

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ET

,O

AK

LA

ND

, C

A

HA

RR

ISO

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05/08/20

1902

SD

A2.22

FIRST FLOOR PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.22

1ST FLOOR PLAN - PROPOSED1


03 CONCRETE

03.01 NEW CONCRETE SHEARWALL, S.S.D. TYP. REPAIR OR REPLACE FINISHES ATDISTURBED AREAS, TYP.

03.02 S.S.D. FOR SAW CUTTING AT (E) CONCRETE TYP.

03.03 SEISMIC STRENGTHENING AT (E) COLUMN, S.S.D. TYP. REPAIR OR REPLACEFINISHES AT DISTURBED AREAS, TYP. PROVIDE NEW FURRING, GYP.BOARD, BASE,TRIM, PAINT AND OTHER MISC. INTERIOR OR EXTERIOR FINISHES AS REQUIREDFOR FINISHED APPEARANCE.

09 FINISHES

09.12 NEW WALL FURRING, GYP. BOARD FINISH, PAINT, WALL BASE AND TRIM AT AREASDISTURBED BY SEISMIC RETROFIT WORK.

09.13 REPAIR OR REPLACE CEILING FINISHES AT AREAS DISTURBED BY SEISMICRETROFIT WORK.

26 ELECTRICAL

26.15 NEW RECEPTACLES, LIGHT SWITCHES, DIMMERS, LOW-VOLTAGE DATACONNECTIONS, AND ENERGY SAVING DEVICES AT AREAS DISTURBED BY SEISMICRETROFIT WORK, S.E.D. AND S.S.D.

NEW INTERCOM ENTRY SYSTEM, S.E.D.

VITREOUS CHINA



VITREOUS CHINA



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

AA

EXEC.DIRECTORSTORAGE

206B

CORRIDOR

206A

CORRIDOR

206

MEN

235

STORAGE

231

CONFERENCE

230

STORAGE

233

PASSAGE

232WOMEN

234

PASSAGE

202

PASSAGE

203I.T. AREA

244

I.T. MANAGER

245

I.T. AREA

242

I.T. AREA

243

I.T. DIRECTOR

246

I.T. STORAGE

247

I.T. LAB

229

PASSAGE

252

EMPLOYEESTAFF ROOM

KITCHEN

254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE

204

ORED ALCOVE

251

COPY ROOM

218

STORAGE

248DIRECTORASSET

MANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.

222

PROG MGR

223

PROG MGR

224

PROG MGR

225

PROG MGR

226

ASSIST ASSETMGR

227

MPOE

149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE

217

CORRIDOR

205

CORRIDOR

205A

IDF ROOM

150

STAFFATTORNEY

212

FUTURE

211

CHIEFOPERATING

OFFICER

210

OFFICE

209

OFFICE

213EXECUTIVE

LOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE

214


208

FUTUREOFFICE

215


MANAGER

216


236

EXECUTIVEDIRECTOR

238

CLOSET

239


240

CLOSET

241

CLOSET

237

STAIR 1

ST1

STAIR 3

ST3

STAIR 2

ST2

ELEV. 3

EL3

ELEV. 4

EL4

ELEV. 1

EL1

ELEV. 2

EL2

COURTYARDBELOW

PATIOBELOW

12.4

03.01

03.01

03.01

03.0103.01

03.01

03.02

03.03

TYP. IN SCOPE AREA

PROVIDE DOOR W/ REQUIRED MANEUVERING CLEARANCES

03.03

09.13

TYP. IN SCOPE AREA

09.12

TYP. IN SCOPE AREA

03.03

26.15

TYP. IN SCOPE AREA

26.15

TYP. IN SCOPE AREA

09.13

TYP. IN SCOPE AREA

09.12

TYP. IN SCOPE AREA

09.12

09.13

26.15

08.25

03.03 03.03

03.03

03.0303.03

03.03

TYP. IN SCOPE AREA

03.03

03.03

03.03

TYP. IN SCOPE AREA

03.04

03.04

03.03

TYP. IN SCOPE AREA

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.











A

BC D

E

F

G

H

60"

60"

24" 48"

36"

60"

54"

18"

48"

48"

12"

44"

58"

22"

44"

60"

24"

48"

36"

42"

58"


J

48"

58"

22"






A B

H

I

30"

48"

48"

30"

60"

36"

24"

12"

36"

60"


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.

















PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

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ET

,O

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ND

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A

HA

RR

ISO

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05/08/20

1902

SD

A2.23

SECOND FLOOR PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.23

2ND FLOOR PLAN - PROPOSED1


03 CONCRETE




03.04 SEISMIC STRENGTHENING AT (E) BEAM ABOVE, S.S.D. TYP. REPAIR OR REPLACEFINISHES AT DISTRUBED AREAS, TYP.

08 OPENINGS

08.25 MODIFY OR REPLACE INTERIOR STOREFRONT AND DOOR DISTURBED BY SEISMICRETROFIT WORK.

09 FINISHES

09.12 NEW WALL FURRING, GYP. BOARD FINISH, PAINT, WALL BASE AND TRIM AT AREASDISTURBED BY SEISMIC RETROFIT WORK.

09.13 REPAIR OR REPLACE CEILING FINISHES AT AREAS DISTURBED BY SEISMICRETROFIT WORK.

26 ELECTRICAL

26.15 NEW RECEPTACLES, LIGHT SWITCHES, DIMMERS, LOW-VOLTAGE DATACONNECTIONS, AND ENERGY SAVING DEVICES AT AREAS DISTURBED BY SEISMICRETROFIT WORK, S.E.D. AND S.S.D.

RE

F.

DW

RE

F.

DW

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

AA

POSSIBLE (N) GENERATOR LOCATION, T.B.D.

STORAGE

311

ASST.MANAGER'S

OFFICE

313GARBAGECHUTE

310

STAIR 1

ST1

ELEV. 1

EL1

ELEV. 2

EL2

KITCHEN

314

LAUNDRY

315

ELEV. 3

EL3

ELEV. 4

EL4

LOBBY

301

UNIT 2BR-M

305

MOB / COM

CORRIDOR

302

STAIR 2

ST2

SERVICESOFFICE

312

ROOFROOF COURTYARD

BELOW

A4.02

2

MANAGER'S

12.4

UNISEX

316

UNISEX

317

ELEVATORLOBBY

304

MANAGER'SOFFICE

307

CORRIDOR

303

LOUNGE

308

GATHERINGSPACE

309

JANITOR

306

A4.11

2

A4.12

2

28.01

10.31

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.











A

BC D

E

F

G

H

60"

60"

24" 48"

36"

60"

54"

18"

48"

48"

12"

44"

58"

22"

44"

60"

24"

48"

36"

42"

58"


J

48"

58"

22"






A B

H

I

30"

48"

48"

30"

60"

36"

24"

12"

36"

60"


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNIT






PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

RE

ET

,O

AK

LA

ND

, C

A

HA

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05/08/20

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SD

A2.24

THIRD FLOOR PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.24

3RD FLOOR PLAN - PROPOSED1


03 CONCRETE

08 OPENINGS

09 FINISHES

10 SPECIALTIES

10.31 NEW RECESSED FIRE EXTINGUISHER CABINET.

26 ELECTRICAL

28 ELECTRONIC SAFETY AND SECURITY

28.01 NEW TWO-WAY COMMUNICATION SYSTEM, S.E.D.

RE

F.

REF.

RE

F.

REF.REF.

REF.REF.REF.REF.REF.

RE

F.

REF.REF.REF.


RE

F.

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-A

402

1BR-B

404

1BR-A

406

1BR-B

408

1BR-A

410

TENANTSTORAGE

414

STAIR 1

ST1

GARBAGECHUTE

413

1BR-A

409

COM

1BR-B

407

1BR-A.1

405

1BR-B

403

1BR-M

401

MOB

STAIR 2

ST2

LOBBY

411

CORRIDOR

412

A4.03

4

12.4

12.4

A4.03

2

TYP. @ UNIT TYPE 1BR-A

A4.03

2 SIM.TYP. @ UNIT TYPE 1BR-B

A4.03

5

28.01

TYP. FLOORS 4 - 13

26.16

TYP. FLOORS 4 - 1309.14

TYP. FLOORS 4 - 13

03.02

TYP. FLOORS 4 - 13

NOTE:REPAIR AND PAINT WALL FINISHES DISTURBED BY SEISMIC RETROFIT WORK, TYP. FLOORS 4 - 13.

26.04 10.01

TYP. FLOORS 4 - 13

10.31

TYP. FLOORS 4 - 13

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-A

502

1BR-B

504

1BR-A

506

1BR-B

508

1BR-A

510

TENANTSTORAGE

514

STAIR 1

ST1

GARBAGECHUTE

513

1BR-A

509

1BR-B

507

1BR-A.1

505

1BR-B

503

1BR-M

501

MOB

STAIR 2

ST2

LOBBY

511

CORRIDOR

512

A4.03

4

12.4

12.4

A4.03

2


A4.03

2 SIM.TYP. @ UNIT TYPE 1BR-B

A4.03

5

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNIT






PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

1621 H

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05/08/20

1902

SD

A2.25

FOURTH AND FIFTHFLOOR PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.25

4TH FLOOR PLAN - PROPOSED1

SCALE: 1/8" = 1'-0"A2.25



03 CONCRETE


09 FINISHES

09.14 RETAIN AND REINSTALL EXISTING WAINSCOT PANELING AT RESIDENTIALCORRIDORS DURING SEISMIC RETROFIT WORK, TYP.

10 SPECIALTIES

10.01 NEW SIGNAGE


26 ELECTRICAL

26.04 NEW LED LIGHT FIXTURES THROUGHOUT PER PLANS U.O.N. REPLACE ALLDAMAGED FIXTURES AT EXISTING J-BOX LOCATIONS.

26.16 EXISTING ELECTRICAL PANELS AT CORRIDOR, S.E.D.



RE

F.

REF.REF.REF.REF.

REF. REF. REF. REF.

RE

F.

RE

F.

REF.REF.REF.REF.

REF. REF. REF. REF.

RE

F.

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-M

602

MOB

1BR-B

604

1BR-B

606

COM

1BR-A

608

1BR-A

610

TENANTSTORAGE

614

STAIR 1

ST1

GARBAGECHUTE

613

1BR-A

609

1BR-B

607

1BR-A.1

605

1BR-B

603

1BR-A

601

STAIR 2

ST2

LOBBY

611

CORRIDOR

612

A4.03

4

A4.03

2


OPP.

12.4

12.4

A4.03

5 A4.03

5

SIM.TYP. @ UNIT TYPE 1BR-B

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-M

702

MOB

1BR-B

704

1BR-A

706

1BR-B

708

1BR-A

710

TENANTSTORAGE

714

STAIR 1

ST1

GARBAGECHUTE

713

1BR-A

709

1BR-B

707

1BR-A.1

705

1BR-B

703

1BR-A

701

STAIR 2

ST2

LOBBY

711

CORRIDOR

712

A4.03

4

OPP.

12.4

12.4

A4.03

2


SIM.TYP. @ UNIT TYPE 1BR-B

A4.03

5A4.03

1

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNIT






PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

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05/08/20

1902

SD

A2.26

SIXTH AND SEVENTHFLOOR PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.26


SCALE: 1/8" = 1'-0"A2.26



RE

F.

REF. REF. REF.


RE

F.

RE

F.

REF. REF. REF.

REF. REF. REF. REF. REF.

RE

F.

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-A

802

1BR-B

804

1BR-A

806

1BR-B

808

1BR-A

810

TENANTSTORAGE

814

STAIR 1

ST1

GARBAGECHUTE

813

1BR-M

809

MOB

1BR-B

807

1BR-A.1

805

1BR-A

803

1BR-B

801

COM

STAIR 2

ST2

LOBBY

811

CORRIDOR

812

A4.03

4

OPP.

12.4

12.4

A4.03

5A4.03

2

TYP. @UNIT TYPE 1BR-A

A4.03

2

SIM.TYP. @UNIT TYPE1BR-B

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-A

902

1BR-B

904

1BR-A

906

1BR-B

908

1BR-A

910

TENANTSTORAGE

914

STAIR 1

ST1

GARBAGECHUTE

913

1BR-M

909

MOB

1BR-B

907

1BR-A.1

905

1BR-B

903

1BR-A

901

STAIR 2

ST2

LOBBY

911

CORRIDOR

912

A4.03

4

OPP.

12.4

12.4

A4.03

5

A4.03

2

TYP. @UNIT TYPE1BR-A

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNIT






PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

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05/08/20

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A2.27

EIGHTH AND NINTHFLOOR PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.27


SCALE: 1/8" = 1'-0"A2.27



RE

F.

REF. REF. REF. REF.

REF. REF. REF. REF.

RE

F.

RE

F.

REF. REF. REF. REF.

REF. REF. REF. REF.

RE

F.

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-A

1002

1BR-B

1004

1BR-A

1006

1BR-B

1008

1BR-M

1010

MOB

TENANTSTORAGE

1014

STAIR 1

ST1

GARBAGECHUTE

1013

1BR-A

1009

1BR-B

1007

1BR-A.1

1005

COM

1BR-B

1003

1BR-A

1001

STAIR 2

ST2

LOBBY

1011

CORRIDOR

1012

A4.03

4

12.4

12.4

A4.03

5

A4.03

2

TYP. @UNIT TYPE1BR-A

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-A

1102

1BR-B

1104

1BR-A

1106

1BR-B

1108

1BR-M

1110

MOB

TENANTSTORAGE

1114

STAIR 1

ST1

GARBAGECHUTE

1113

1BR-A

1109

1BR-B

1107

1BR-A.1

1105

1BR-B

1103

1BR-A

1101

STAIR 2

ST2

LOBBY

1111

CORRIDOR

1112

A4.03

4

12.4

12.4

A4.03

5

A4.03

2


SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNIT






PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

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05/08/20

1902

SD

A2.28

TENTH AND ELEVENTHFLOOR PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.28


SCALE: 1/8" = 1'-0"A2.28



RE

F.

REF. REF. REF. REF.

REF.REF.REF.REF.

RE

F.

RE

F.

REF. REF. REF. REF.

REF.REF.REF.REF.

RE

F.

B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-A

1202

1BR-B

1204

1BR-M

1206

MOB

1BR-B

1208

1BR-A

1210

TENANTSTORAGE

1214

STAIR 1

ST1

GARBAGECHUTE

1213

1BR-A

1209

1BR-B

1207

1BR-A.1

1205

1BR-B

1203

1BR-A

1201

STAIR 2

ST2

LOBBY

1211

CORRIDOR

1212

A4.03

4

12.4

12.4

A4.03

5

A4.03

2


B B

C C

D D

E E

PL.E PL.E

1

1

PL.S

PL.S

2

2

4

4

6

6

8

8

10

10

12

12

13

13

PL.N

PL.N

ELEV. 3

EL3

ELEV. 4

EL41BR-B

1302

COM

1BR-A

1304

1BR-M

1306

MOB

1BR-B

1308

1BR-A

1310

TENANTSTORAGE

1314

STAIR 1

ST1

GARBAGECHUTE

1313

1BR-A

1309

1BR-B

1307

1BR-A.1

1305

1BR-B

1303

1BR-A

1301

STAIR 2

ST2

LOBBY

1311

CORRIDOR

1312

A4.03

4

12.4

12.4

A4.03

5

A4.03

2


SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNIT






PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

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05/08/20

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SD

A2.29

TWELFTH ANDTHIRTEENTH FLOORPLAN - PROPOSED

SCALE: 1/8" = 1'-0"A2.29


SCALE: 1/8" = 1'-0"A2.29



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

EQUIPMENTROOM

R3

EQUIPMENTROOM

R2

STAIR 2

ST2

STORAGE

R1

ELEV. 3

EL3

ELEV. 4

EL4

ROOF

12.4

(N) S.H.W. SYSTEM AREA, S.P.D.

REPLACE ROOFING, TYP.

SHEET NOTES:

GENERAL NOTES:




4. PROVIDE NEW FINISHES, FURNISHINGS, EQUIPMENT, AND FIXTURES PER PRODUCT SELECTION TABLE.

SHEET NOTES:

1. ALL EXISTING SITE AND EXTERIOR BUILDING ENVELOPE AND ROOF CONDITIONS OF PROPOSED REPAIR AND REPLACEMENT SCOPE SHALL BE VERIFIED IN FIELD BY CONTRACTOR.

2. EXTERIOR REPAIR AND REPLACEMENT ITEMS SHALL INCLUDE, AND ARE NOT LIMITED TO:A. EXTERIOR RAMP FROM STREET TO LOBBIESB. EXTERIOR OPENINGS FOR NEW WINDOWS AT RESIDENTIAL FLOORS AND ASSOCIATED

WATERPROOFINGC. PENETRATIONSD. FIXTURESE. SIGNAGEF. MISCELLANEOUS ITEMS AS NOTED ON CONTRACT DOCUMENTS.

3. PROVIDE NEW REPLACEMENT FOR EXISTING SITE AND EXTERIOR BUILDING ENVELOPE AND ROOF CONDITIONS BEYOND REPAIR UPON CONTRACTOR FIELD INVESTIGATION.

4. NEW EXTERIOR FINISHES SHALL BE APPLIED FOR ALL SITE AND BUILDING CONDITIONS AS INDICATED IN CONTRACT DOCUMENTS.


ROOFING.

1. PROVIDE NEW ROOFING AT TOWER. 2. REMOVE OBSTRUCTIONS ON ROOF IN DESIGNATED AREA FOR SOLAR THERMAL SYTEM.3. PROVIDE ALL NECESSARY FLASHING, ACCESSORIES AND EXPANSION JOINTS IF

APPLICABLE. PROVIDE NEW PAINT FINISH.4. PROVIDE NEW FLASHING AT LOW ROOF TO EXTERIOR WALL, VARYING ROOF HEIGHT

TRANSITIONS, PENTHOUSES, ETC. WHERE OCCURS.5. REPAIR/REPLACE ALL ROOF PENETRATIONS, VENTS, AND FLUES WHERE DAMAGED.EXTERIOR ENCLOSURE.

1. EXTERIOR REPAIR AND REPLACEMENT WITH APPLIED FINISHES WHERE OCCURS AT SELECT LOCATIONS AS INDICATED, VERIFY ALL SURFACE AREAS AND SIZES IN THE FIELD:A. REPAIR/ PATCH EXTERIOR CONCRETE AT PENETRATIONS.

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

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A2.30

ROOF PLAN -PROPOSED

SCALE: 1/8" = 1'-0"A2.30

ROOF - PROPOSED1


1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

ELEV. EQPM.FLOOR

+169.28'

ELEV. EQPM.ROOF

+177.36'

1PL.S 2 4 6 8 10 12 13 PL.N23 5 7 9 11 PL.N

1ST FLOORCUBICLES

+38.28'

ROOF PARAPET+162.86'

EQUIP. RM. ROOF+168.92'

STAIR 2 ROOF+168.66'

12.4

REPLACE WINDOWS AT RESIDENTIAL FLOORS 3-13, TYP.

ALL EXPOSED SURFACES OF BLDG TO BE PAINTED, TYP.

8' - 1

"7

1/2"

5' - 9

1/2

"2'

- 11"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

12' -

6"13

' - 0"

12' -

6"9'

- 0"

ADJACENT BUILDING

ADJACENT BUILDING

+/- V.I.F. TYP. - DIMENSIONS FOR (E) CONDITIONS FROM RECORD DRAWINGS

SHEET NOTES:

GENERAL NOTES:





SHEET NOTES:







ROOFING.





PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

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SD

A3.1

BUILDING ELEVATIONS- EXISTING

SCALE: 1/8" = 1'-0"A3.1

EAST ELEVATION - EXISTING1


1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

ELEV. EQPM.FLOOR

+169.28'

ELEV. EQPM.ROOF

+177.36'

B C D E

F G H I

PL.E

PL.W

3RD FLOOR WESTROOF PARAPET

+62.78'

A

3RD FLOOR ROOF+60.28'



ADJACENT BLDG

ADJACENT STRUCTURE



8' - 1

"7

1/2"

5' - 9

1/2

"2'

- 11"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

8' - 8

"8'

- 8"

12' -

6"13

' - 0"

12' -

6"9'

- 0"

SHEET NOTES:

GENERAL NOTES:





SHEET NOTES:







ROOFING.





PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

1621 H

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05/08/20

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SD

A3.2


SCALE: 1/8" = 1'-0"A3.2

NORTH ELEVATION - EXISTING1


1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

ELEV. EQPM.FLOOR

+169.28'

ELEV. EQPM.ROOF

+177.36'

1 PL.S2468101213PL.N2 357911PL.N


+62.78'




12.4

ADJACENT BUILDING

ADJACENT BUILDING

ADJACENT BUILDINGS

REPLACE WINDOWS AT RESIDENTIAL FLOORS, 3-13 TYP.


SHEET NOTES:

GENERAL NOTES:





SHEET NOTES:







ROOFING.





PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

1621 H

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SCALE: 1/8" = 1'-0"A3.3

WEST ELEVATION - EXISTING1


1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

BCDE

FGHI

PL.E

PL.W


+62.78'

A

1ST FLOORCUBICLES

+38.28'




ADJACENT BUILDINGS

ADJACENT BUILDINGS



SHEET NOTES:

GENERAL NOTES:





SHEET NOTES:







ROOFING.





PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

1621 H

AR

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A

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SD

A3.4


SCALE: 1/8" = 1'-0"A3.4

SOUTH ELEVATION - EXISTING1


REF.

DW

UP

REF. REF.

B B

C C

D D

8

8

10

10

12

12

ASST.MANAGER'S

OFFICE

310

CORRIDOR

302

STAIR 2

ST2

12.4

12.4

BATH

KITCHEN

LIVING AREA BEDROOM BEDROOM

HALLWAY

B B

C C

10

10

12

12

LIVING AREA

KITCHENBATH

BEDROOM

B B

C C

6

6

8

8

LIVING AREA

KITCHENBATH

BEDROOM

SHEET NOTES:

GENERAL NOTES:



PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

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RIS

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AK

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A4.01

UNIT PLANS - EXISTING

SCALE: 1/4" = 1'-0"A4.01

2 BEDROOM - MANAGERS UNIT - EXISTING1

SCALE: 1/4" = 1'-0"A4.01

1 BEDROOM - TYPICAL UNIT - EXISTING2

SCALE: 1/4" = 1'-0"A4.01

1 BEDROOM - UNIT WITH SHOWER - EXISTING3


RE

F.

DW

REF.

DW

B B

C C

D D

8

8

10

10

12

12

5' - 9

3/8

"1'

- 3"

5' - 0"8 1/2"

1' - 6"

1' - 10"

1' - 10"

3 SH

3' - 8

"

5' - 2

"

4' - 1

3/8

"

24"26 1/2" 33" 30" 9"

1" 24"

33"

29"

10' - 10" 3' - 3"

1' - 5 1/2"8"

30"

4' - 0

5/8

"

12.4

12.4

KITCHEN

LIVING AREABEDROOM BEDROOM

HALLWAY

BATH

DINING

D

C

C

F E

C

G G

21' - 2 1/2" 21' - 2 1/2"

4"13' - 4" 10' - 7"

1' - 0"

17' -

9"

9' - 5

5/8

"

+/- V.I.F. TYP. - DIMENSIONS BASED ON RECORD DRAWINGS

03.03

03.01

03.03

03.01

03.01

03.0303.01

TYP. IN SCOPE AREA

NOTE:SEE UNIT TYPE 1BR-M 4/A4.03 FOR TYPICAL KEYNOTES AT MOBILITY UNITS.

11.02

26.08

26.0926.10

09.16 THROUGHOUT UNIT

B B

C C

D D

8

8

10

10

12

12

12.4

12.4

KITCHEN

LIVING AREA BEDROOM BEDROOM

HALLWAYBATH

SHEET NOTES:

GENERAL NOTES:







SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.

1. NEW INTERIOR FINISHES INCLUDING, BUT NOT LIMITED TO, FLOORING, WALL BASE, PAINTING WITH PATCH AND REPAIR AT WALLS, CEILINGS, AND TRIM CONDITIONS. SEE PRODUCT SELECTIONS AND SPECIFICATIONS.

22 PLUMBING

1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT WATER SUPPLY AND DRAIN PIPES FROM CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

MOBILITY UNIT NOTES:

ALL OF THE FOLLOWING ITEMS ARE REQUIRED AT MOBILITY UNITS (MOB). (11B-233.3.1.1).

06 WOOD, PLASTICS AND COMPOSITES

PRODUCTS AND MATERIALS.

1. PROVIDE A VINYL-COATED WIRE SHELF AND CLOTHING ROD. THE MOUNTING OF THE SHELF SHALL BE 48" MAX. A.F.F.

08 OPENINGS

DOORS AND WINDOWS.

1. PROVIDE NEW PASSAGE, SWING AND BYPASS CLOSET DOORS INCLUDING ALL HARDWARE, LEVER HANDLES WITH RETURN AND DOOR STOPS THROUGHOUT TO MEET ADA CLEARANCE AND REACH REQUIREMENTS.

2. PROVIDE A DOOR BUZZER, BELL, CHIME, OR EQUIVALENT PER ACCESSIBILITY REQUIREMENTS. S.E.D.

09 FINISHES

INTERIOR FINISHES.

1. PROVIDE FINISH FLOORING UNDER REMOVABLE BASE CABINETS WHERE OCCURS.

10 SPECIALTIES

1. PROVIDE GRAB BAR AND BACKING AT BATH/SHOWERS PER PLANS.2. PROVIDE GRAB BAR AND BACKING AT TOILETS PER PLANS. 3. PROVIDE NEW REMOVABLE BATHTUB SEAT AT 17" TO 19" AFF.4. REPLACE EXISTING MEDICINE CABINET WITH NEW. MOUNT WITH BOTTOM OF GLASS AT 40”

AFF MAX.

11 EQUIPMENT

1. PROVIDE REMOTE LOW SWITCH FOR RANGE HOOD OPERATION.2. PROVIDE NEW RANGE WITH FRONT CONTROLS.3. PROVIDE NEW REFRIGERATOR WITH FRONT CONTROL. TOP FREEZER SHELF AT 53” AFF

MAX. SEE ACCESSIBILITY REQUIREMENTS FOR HIGH AND LOW REACH RANGE.

12 FURNISHINGS

1. PROVIDE NEW REMOVABLE BASE CABINETS FOR CLEAR FLOOR AND KNEE SPACE AT KITCHEN SINKS AND ADJACENT 30” WORKSPACE TO A HEIGHT OF 27” TO PROVIDE A FORWARD APPROACH. REMOVABLE BASE CABINETS WHERE OCCURS SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS.

2. PROVIDE FINISH AND BASE TO EXPOSED BACK WALLS UNDER COUNTER. FINISH EXPOSED SIDES OF ALL REMOVABLE CABINET CONDITIONS.

3. PROVIDE HARDWARE ON ALL KITCHEN CABINET DOORS AND DRAWERS.4. PROVIDE WAND ACCESSORY FOR NEW BLINDS PER ACCESSIBILITY REQUIREMENTS.

22 PLUMBING

1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT FROM CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

2. PROVIDE NEW SLIP RESISTANT BATHTUB AND NEW SOLID SURFACE TUB/SHOWER SURROUND.

3. PROVIDE NEW TOILETS WITH SEAT 17" TO 19" AFF AND TOILET PAPER HOLDERS4. WALL-HUNG LAVATORY WITH ADA CLEAR KNEE SPACE.5. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

26 ELECTRICAL

1. OUTLETS, ELECTRICAL PANELS AND THERMOSTAT - THE HIGH UNOBSRUCTED REACH RANGE IS 48" MAX. TO THE TOP OF A JUNCTION BOX, AND 15" MINIMUM TO THE BOTTOM OF A JUNCTION BOX. WHERE A HIGH FORWARD REACH DEPTH IS OVER AN OBSTRUCTION, THE REACH HEIGHT IS 48" FOR A DEPTH OF 20" MAX. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH IS 44" MAX AND THE REACH DEPTH SHALL BE 25" MAX. TO THE FACE OF OUTLET OR THE CONTROL. WHERE A SIDE REACH DEPTH IS OVER AN OBSTRUCTION, THE OBSTRUCTION SHALL NOT EXCEED 34" HIGH, THE SIDE REACH HEIGHT IS 48" FOR A REACH DEPTH OF 10" MAX. WHERE THE SIDE REACH DEPTH EXCEEDS 10" THE REACH HEIGHT IS 46" MAX. AND THE REACH DEPTH IS 24" MAX. TO THE FACE OF OUTLET OR CONTROL.NOTE: IN MOBILITY UNITS, KITCHEN COUNTERTOPS SHALL BE PERMITTED TO BE 34 INCHES MAX. TO TOP OF SINK RIM ABOVE THE FINISH FLOOR. SEE CASEWORK DETAILS FOR RECEPTACLE REACH RANGES ON WALL ABOVE COUNTERTOPS.










A

BC D

E

F

G

H

60"

60"

24" 48"

36"

60"

54"

18"

48"

48"

12"

44"

58"

22"

44"

60"

24"

48"

36"

42"

58"


J

48"

58"

22"




C. WATER CLOSET CLEAR FLOOR SPACE @ MOBILITY UNITS

D. DOES NOT OCCUR E. (30" X LENGTH OF TUB) BATHTUB CLEAR FLOOR SPACE @ MOBILITY UNITS

F. DOES NOT OCCUR G. CONTROL AREA @ BATHTUB



A B C

E

G H

I

30"

48"

48"

30"

60"

66" M

IN.

36"

30"

LENGTH OF TUB 60"

36"

24"

12"

36"

60"

COMMUNICATION UNIT NOTES:

08 OPENINGS

DOORS AND WINDOWS.

1. PROVIDE DOOR VIEWERS. SEE ADA REQUIREMENTS AND DOOR SCHEDULE.

26 ELECTRICAL

1. PROVIDE VISUAL AND AUDIBLE ALARMS AT UNITS FOR HEARING AND VISUALLY IMPAIRED. S.E.D.

2. PROVIDE VISUAL AND AUDIBLE NOTIFICATION FEATURES ON SMOKE DETECTORS AND/OR CO2 DETECTORS.

3. PROVIDE VISUAL NOTIFICATION FOR DOORBELLS AND DOOR CHIMES TO BE HARDWIRED.

LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNITBACKING LOCATION S.S.D.





30" WIDE WORKSURFACE W/ MIN. 33" WIDE REMOVABLE BASE CABINETFOR KNEE AND TOE CLEARANCE.

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


As indicated

1621 H

AR

RIS

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ST

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ND

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A

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05/08/20

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SD

A4.02

UNIT PLANS

SCALE: 1/4" = 1'-0"A4.02

UNIT 2BR-M - 2 BEDROOM MANAGER'S UNIT - PROPOSED2

SCALE: 1/4" = 1'-0"A4.02

UNIT 2BR-M - 2 BEDROOM MANAGER'S UNIT - REMOVAL1

MOBILITY UNIT W/ COMMUNICATION FEATURES


03 CONCRETE



06 WOOD, PLASTICS, AND COMPOSITES

08 OPENINGS

09 FINISHES

09.16 PROVIDE SKIM COAT, PRIME AND PAINT AT NEW INTERIOR CONCRETE WALLS,TYP.

10 SPECIALTIES

11 EQUIPMENT

11.02 NEW KITCHEN APPLIANCES: A. RANGE, B. VENTED HOOD, C. REFRIGERATOR, D.DISHWASHER, AND E. GARBAGE DISPOSAL.

12 FURNISHINGS

22 PLUMBING

23 HVAC

26 ELECTRICAL

26.08 NEW VISUAL AND AUDIBLE ALARMS AT UNITS FOR HEARING AND VISUALLYIMPAIRED. S.E.D. (COM)

26.09 NEW VISUAL AND AUDIBLE NOTIFICATION FEATURES ON SMOKE DETECTORSAND/OR CO2 DETECTORS. S.E.D (COM)

26.10 NEW VISUAL NOTIFICATION FOR DOORBELLS AND DOOR CHIMES TO BEHARDWIRED. (COM)

REF.

RE

F.

REF.

REF.

RE

F.

C C

10

10

12

12GRIDLINEGRIDLINE

GRIDLINE GRIDLINE

GRIDLINE GRIDLINE

BEDROOM LIVING AREA

KITCHEN

BATH

C C

10

10

12

12

3 SH

GRIDLINEGRIDLINE

GRIDLINE GRIDLINE

GRIDLINE GRIDLINE

C

C

B

B

C

NOTE:UNIT OCCURS IN ROTATED AND MIRRORED CONFIGURATIONS

BEDROOM LIVING AREA

KITCHEN

BATH

21' - 2 1/2"

+/- V.I.F. TYP. - (E) DIMENSIONS BASED ON RECORD DRAWINGS

23' -

3"

PROVIDE METAL FRAMED GYP. BOARD SOFFIT IN BATHROOM FOR (N) EXHAUST FAN, S.M.D.

10' -

9 1/

8"1'

- 9 3

/4"

8' - 3

7/8

"

8' - 8 5/8" 11' - 6 1/8"

9 1/

2"25

7/8

"33

"30

"3

1/2"

6' - 9 1/8"4"

17 3/4" 33"

09.15

MODIFY SHAFT WALL FRAMING AS REQUIRED TO PROVIDE GRAB BAR BACKING AND GRAB BARS

10.07

11.03

11.10

12.02

22.07

26.03

26.05

11.0511.04

26.04

26.06

23.08

23.08

12.1112.11

09.15

26.04

23.03

26.14

05.03

09.15

10.0910.10

10.30

26.02

22.0822.09

22.10

22.25

06.17

06.02

08.14

08.13

TYP. THROUGHOUTUNIT

TYP. THROUGHOUTUNIT

08.13

08.17

12.08

06.19

C C

2

2

4

4GRIDLINEGRIDLINE

GRIDLINE GRIDLINE

GRIDLINEGRIDLINE

BEDROOMLIVING AREA

KITCHEN

BATH

C C

2

2

4

4

BATHTUB FIXTURE @ UNIT TYPE 1BR-B, TYP.

GRIDLINEGRIDLINE

GRIDLINE GRIDLINE

GRIDLINE GRIDLINE

NOTE:UNIT OCCURS IN ROTATED AND MIRRORED CONFIGURATIONS

BEDROOM

LIVING AREA

KITCHEN

BATH

21' - 2 1/2"


23' -

3"

PROVIDE METAL FRAMED GYP. BOARD SOFFIT IN BATHROOM FOR (N) EXHAUST FAN, S.M.D.

10.07

11.1012.02

22.0322.07

26.0326.05

26.04

26.08

26.09

26.10

06.04

22.02

12.12 12.12

23.0823.08

08.13

08.17

10.03

10.04

10.05

10.3022.06

22.14

22.23@ UNIT TYPE 1BR-B@ UNIT TYPE 1BR-A

22.15

23.03

26.02

26.14

06.02

06.02

08.14

08.13

TYP. THROUGHOUT UNIT

TYP. THROUGHOUT UNIT

11' - 6 1/8" 8' - 8 5/8"

06.19

SHEET NOTES:

GENERAL NOTES:







SHEET NOTES:



09 FINISHES

INTERIOR FINISHES.


22 PLUMBING

1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT WATER SUPPLY AND DRAIN PIPES FROM CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

MOBILITY UNIT NOTES:

ALL OF THE FOLLOWING ITEMS ARE REQUIRED AT MOBILITY UNITS (MOB). (11B-233.3.1.1).

06 WOOD, PLASTICS AND COMPOSITES

PRODUCTS AND MATERIALS.

1. PROVIDE A VINYL-COATED WIRE SHELF AND CLOTHING ROD. THE MOUNTING OF THE SHELF SHALL BE 48" MAX. A.F.F.

08 OPENINGS

DOORS AND WINDOWS.

1. PROVIDE NEW PASSAGE, SWING AND BYPASS CLOSET DOORS INCLUDING ALL HARDWARE, LEVER HANDLES WITH RETURN AND DOOR STOPS THROUGHOUT TO MEET ADA CLEARANCE AND REACH REQUIREMENTS.

2. PROVIDE A DOOR BUZZER, BELL, CHIME, OR EQUIVALENT PER ACCESSIBILITY REQUIREMENTS. S.E.D.

09 FINISHES

INTERIOR FINISHES.

1. PROVIDE FINISH FLOORING UNDER REMOVABLE BASE CABINETS WHERE OCCURS.

10 SPECIALTIES

1. PROVIDE GRAB BAR AND BACKING AT BATH/SHOWERS PER PLANS.2. PROVIDE GRAB BAR AND BACKING AT TOILETS PER PLANS. 3. PROVIDE NEW REMOVABLE BATHTUB SEAT AT 17" TO 19" AFF.4. REPLACE EXISTING MEDICINE CABINET WITH NEW. MOUNT WITH BOTTOM OF GLASS AT 40”

AFF MAX.

11 EQUIPMENT

1. PROVIDE REMOTE LOW SWITCH FOR RANGE HOOD OPERATION.2. PROVIDE NEW RANGE WITH FRONT CONTROLS.3. PROVIDE NEW REFRIGERATOR WITH FRONT CONTROL. TOP FREEZER SHELF AT 53” AFF

MAX. SEE ACCESSIBILITY REQUIREMENTS FOR HIGH AND LOW REACH RANGE.

12 FURNISHINGS

1. PROVIDE NEW REMOVABLE BASE CABINETS FOR CLEAR FLOOR AND KNEE SPACE AT KITCHEN SINKS AND ADJACENT 30” WORKSPACE TO A HEIGHT OF 27” TO PROVIDE A FORWARD APPROACH. REMOVABLE BASE CABINETS WHERE OCCURS SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS.

2. PROVIDE FINISH AND BASE TO EXPOSED BACK WALLS UNDER COUNTER. FINISH EXPOSED SIDES OF ALL REMOVABLE CABINET CONDITIONS.

3. PROVIDE HARDWARE ON ALL KITCHEN CABINET DOORS AND DRAWERS.4. PROVIDE WAND ACCESSORY FOR NEW BLINDS PER ACCESSIBILITY REQUIREMENTS.

22 PLUMBING

1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT FROM CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

2. PROVIDE NEW SLIP RESISTANT BATHTUB AND NEW SOLID SURFACE TUB/SHOWER SURROUND.

3. PROVIDE NEW TOILETS WITH SEAT 17" TO 19" AFF AND TOILET PAPER HOLDERS4. WALL-HUNG LAVATORY WITH ADA CLEAR KNEE SPACE.5. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

26 ELECTRICAL

1. OUTLETS, ELECTRICAL PANELS AND THERMOSTAT - THE HIGH UNOBSRUCTED REACH RANGE IS 48" MAX. TO THE TOP OF A JUNCTION BOX, AND 15" MINIMUM TO THE BOTTOM OF A JUNCTION BOX. WHERE A HIGH FORWARD REACH DEPTH IS OVER AN OBSTRUCTION, THE REACH HEIGHT IS 48" FOR A DEPTH OF 20" MAX. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH IS 44" MAX AND THE REACH DEPTH SHALL BE 25" MAX. TO THE FACE OF OUTLET OR THE CONTROL. WHERE A SIDE REACH DEPTH IS OVER AN OBSTRUCTION, THE OBSTRUCTION SHALL NOT EXCEED 34" HIGH, THE SIDE REACH HEIGHT IS 48" FOR A REACH DEPTH OF 10" MAX. WHERE THE SIDE REACH DEPTH EXCEEDS 10" THE REACH HEIGHT IS 46" MAX. AND THE REACH DEPTH IS 24" MAX. TO THE FACE OF OUTLET OR CONTROL.NOTE: IN MOBILITY UNITS, KITCHEN COUNTERTOPS SHALL BE PERMITTED TO BE 34 INCHES MAX. TO TOP OF SINK RIM ABOVE THE FINISH FLOOR. SEE CASEWORK DETAILS FOR RECEPTACLE REACH RANGES ON WALL ABOVE COUNTERTOPS.










A

BC D

E

F

G

H

60"

60"

24" 48"

36"

60"

54"

18"

48"

48"

12"

44"

58"

22"

44"

60"

24"

48"

36"

42"

58"


J

48"

58"

22"




C. WATER CLOSET CLEAR FLOOR SPACE @ MOBILITY UNITS

D. DOES NOT OCCUR E. (30" X LENGTH OF TUB) BATHTUB CLEAR FLOOR SPACE @ MOBILITY UNITS

F. DOES NOT OCCUR G. CONTROL AREA @ BATHTUB



A B C

E

G H

I

30"

48"

48"

30"

60"

66" M

IN.

36"

30"

LENGTH OF TUB 60"

36"

24"

12"

36"

60"

C C

6

BEDROOMLIVING AREA

KITCHENBATH

SEE UNIT TYPE 1BR-A FOR REMAINDER OF UNIT AND KEYNOTES

ELECTRICAL EQPM WITH LOCKABLE ACCESS PANEL, S.E.D.

COMMUNICATION UNIT NOTES:

08 OPENINGS

DOORS AND WINDOWS.

1. PROVIDE DOOR VIEWERS. SEE ADA REQUIREMENTS AND DOOR SCHEDULE.

26 ELECTRICAL

1. PROVIDE VISUAL AND AUDIBLE ALARMS AT UNITS FOR HEARING AND VISUALLY IMPAIRED. S.E.D.

2. PROVIDE VISUAL AND AUDIBLE NOTIFICATION FEATURES ON SMOKE DETECTORS AND/OR CO2 DETECTORS.

3. PROVIDE VISUAL NOTIFICATION FOR DOORBELLS AND DOOR CHIMES TO BE HARDWIRED.

LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.











MOBILITY UNIT

COMMUNICATION UNITBACKING LOCATION S.S.D.





30" WIDE WORKSURFACE W/ MIN. 33" WIDE REMOVABLE BASE CABINETFOR KNEE AND TOE CLEARANCE.

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

RE

ET

,O

AK

LA

ND

, C

A

HA

RR

ISO

N T

OW

ER

05/08/20

1902

SD

A4.03

UNIT PLANS

SCALE: 1/4" = 1'-0"A4.03

UNIT 1BR-M - REMOVAL3

SCALE: 1/4" = 1'-0"A4.03

UNIT 1BR-M - PROPOSED4

SCALE: 1/4" = 1'-0"A4.03

UNIT 1BR-A - REMOVAL (UNIT 1BR-B SIM.)1

SCALE: 1/4" = 1'-0"A4.03

UNIT 1BR-A - PROPOSED (UNIT 1BR-B SIM.)2 MOBILITY UNIT


03 CONCRETE

05 METALS

05.03 NEW METAL STUD FRAMED INTERIOR PARTITIONS, STRUCTURAL.


06.02 NEW VINYL-COATED WIRE SHELF AND HANGING ROD AT CLOSET. MOUNT AT 60"A.F.F. TYP. AND 48" A.F.F. IN MOBILITY UNITS.

06.04 NEW PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH FOR DROP-IN SINK.PROVIDE ALT. FOR SOLID SURFACE COUNTERTOP AND BACKSPLASH.

06.17 NEW 3 WOOD SHELVES FOR ACCESSIBLE KITCHEN STORAGE. PRIME AND PAINT.

06.19 NEW 5 WOOD SHELVES. PRIME AND PAINT.

08 OPENINGS

08.13 NEW PASSAGE DOOR INCLUDING ALL HARDWARE, LEVER HANDLES AND DOORSTOPS PER PLANS.

08.14 NEW CLOSET DOORS W/ ALL HARDWARE, LEVER HANDLES AND DOOR STOPS PERPLANS.

08.17 NEW DOOR VIEWERS IN ENTRY DOORS. SEE ADA REQUIREMENTS AND DOORSCHEDULE.

09 FINISHES

09.15 NEW METAL STUD FRAMED INTERIOR PARTITIONS, NON-STRUCTURAL.

10 SPECIALTIES

10.03 NEW TOILET AND BATH ACCESSORIES. SEE INTERIOR ELEVATIONS.

10.04 NEW TOWEL BAR (24" LENGTH). SEE INTERIOR ELEVATIONS.

10.05 NEW TOILET ACCESSORIES. SEE INTERIOR ELEVATIONS.

10.07 PORTABLE FIRE EXTINGUISHER W/ WALL BRACKET IN KITCHEN AREA.

10.09 NEW GRAB BAR AND BACKING AT BATH/SHOWERS PER PLANS.

10.10 NEW GRAB BAR AND BACKING AT TOILET PER PLANS.

10.30 NEW SURFACE-MOUNTED MEDICINE CABINET WITH BOTTOM AT 40" MAX. A.F.F.

11 EQUIPMENT

11.03 NEW REMOTE LOW SWITCH FOR RANGE HOOD OPERATION PER PLANS FOR ADACLEARANCE AND REACH REQUIREMENTS.

11.04 NEW RANGE WITH FRONT CONTROLS.

11.05 NEW REFRIGERATOR WITH FRONT CONTROL. TOP FREEZER SHELF AT 53" AFFMAX. SEE ACCESSIBILITY REQUIREMENTS FOR REACH RANGE.

11.10 NEW KITCHEN APPLIANCES: A. RANGE, B. VENTED HOOD, C. REFRIGERATOR, ANDD. GARBAGE DISPOSAL.

12 FURNISHINGS

12.02 NEW KITCHEN BASE AND UPPER CABINETS WITH HARDWARE, PLASTIC LAMINATECOUNTERTOPS, BACKSPLASH, AND STAINLESS PANEL SURROUND AT RANGELOCATIONS. SEE INTERIOR ELEVATIONS. PROVIDE ALT. FOR QUARTZCOUNTERTOP AND BACKSPLASH.

12.08 NEW REMOVABLE BASE CABINETS FOR CLEAR FLOOR AND KNEE SPACE ATKITCHEN SINK AND ADJACENT 30" WORKSPACE.

12.11 NEW BLINDS WITH WAND ACCESSORY PER ACCESSIBILITY REQUIREMENTS.

12.12 NEW BLINDS.

22 PLUMBING

22.02 NEW KITCHEN SINK AND FAUCET WITH LEVER HANDLES PER ACCESSIBILITY CODEREQUIREMENTS.

22.03 NEW PLUMBING FIXTURES: A. KITCHEN SINK, B. KITCHEN FAUCET, C. TUB, D. TUBSURROUND, E. TUB/SHOWER SYSTEM, F. BATHROOM FAUCET, G. WALL HUNG LAV,AND H. TOILET.

22.06 NEW LEVER HANDLE FAUCET FOR WALL-HUNG LAVATORY.

22.07 PLUMBING INSULATION UNDER LAVATORIES AND SINKS.

22.08 NEW SLIP-RESISTANT BATHTUB AND NEW SOLID SURFACE TUB/SHOWERSURROUND.

22.09 NEW REMOVABLE BATHTUB SEAT AT 17" TO 19" AFF.

22.10 NEW TOILET AT 17" TO 19" AND TOILET PAPER HOLDERS. FLUSH HANDLE ONWATER CLOSET IS TO BE LOCATED ON OPEN SIDE OF FIXTURE.

22.14 NEW SLIP-RESISTANT BATHTUB AND NEW SOLID SURFACE TUB/SHOWERSURROUND.


22.23 NEW SLIP-RESISTANT SHOWER PAN AND NEW SOLID SURFACE SHOWERSURROUND.

22.25 NEW WALL-HUNG LAVATORY WITH ADA CLEAR KNEE SPACE.

23 HVAC

23.03 NEW EXHAUST FAN WITH VACANCY SENSOR, S.M.D.

23.08 NEW WALL-MOUNTED HEAT PUMP, S.M.D.

26 ELECTRICAL

26.02 NEW WALL-MOUNT LIGHT FIXTURES ABOVE WALL-HUNG LAV. S.E.D.

26.03 NEW GFCI OUTLETS IN KITCHEN AND BATH


26.05 NEW OR RELOCATION OF RECEPTACLE ABOVE COUNTERTOP, S.E.D.

26.06 NEW DOOR BUZZER, BELL, CHIME, OR EQUIVALENT PER ACCESSIBILITYREQUIREMENTS. S.E.D.

26.08 NEW VISUAL AND AUDIBLE ALARMS AT UNITS FOR HEARING AND VISUALLYIMPAIRED. S.E.D. (COM)

26.09 NEW VISUAL AND AUDIBLE NOTIFICATION FEATURES ON SMOKE DETECTORSAND/OR CO2 DETECTORS. S.E.D (COM)

26.10 NEW VISUAL NOTIFICATION FOR DOORBELLS AND DOOR CHIMES TO BEHARDWIRED. (COM)

26.14 NEW OCCUPANCY SENSOR FOR EXHAUST FAN.

SCALE: 1/4" = 1'-0"A4.03

UNIT 1BR-A.1 - PROPOSED5COMMUNICATION UNITS: 409, 606, 801, 1005 & 1302

REF.

RE

F.

DW

RE

F.

DW

C C

D D

E E

8 10 12 13 PL.N12.4

W

W

D

D

W

WD

D

C C

D D

E E

8 10 12 13 PL.N12.4

W

WADA

W

WADA

D

DADA

D

DADA

ELEV. 3

EL3

ELEV. 4

EL4

LOBBY

301

CORRIDOR

302

ELEV. 1

EL1

ELEV. 2

EL2

KITCHEN

314

LAUNDRY

315

UNISEX

316

UNISEX

317

D

C

G

G

D D

CC

COUNTERTOP

21' - 2 1/2" 21' - 2 1/2" 4' - 6" 8' - 0"

ELEVATORLOBBY

304

CORRIDOR

303

STAIR 2

ST2UNIT 2BR-M

305

17' -

9"5'

- 10"

+/- 4

' - 4"

V.I.

F.


5' - 2"5' - 6 3/8"

9' - 9

1/2

"6'

- 1"

2' - 9

"3'

- 6"

6' - 3

"9'

- 9 1

/2"

SINGLE CORRIDOR DOOR TO ACCESS KITCHEN & LAUNDRY

03.0303.03

03.03

TYP. AT SCOPE AREA

03.01

TYP. AT SCOPE AREA

2 1/2"36" 14"

2 1/2"36" 14"

2 1/2"36" 14"

39" 39"

09.1510.27

22.07

22.10

10.01

THROUGHOUT 3RD FLOOR

22.1922.20

26.02

26.14

03.03

23.06

TYP. AT UNISEX RESTROOMS 316 AND 317

26.0409.15

06.18

22.26

11.0611.09

11.03

11.04

26.04

12.0212.13

22.0222.07

06.04

09.15

(N) POCKETDOOR

28.01

10.31

10.11

09.16










A

BC D

E

F

G

H

60"

60"

24" 48"

36"

60"

54"

18"

48"

48"

12"

44"

58"

22"

44"

60"

24"

48"

36"

42"

58"


J

48"

58"

22"

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:

NON-RESIDENTIAL INTERIOR PROPOSED SCOPE OF WORK:



09 FINISHES

INTERIOR FINISHES.


2. PROVIDE FINISH FLOORING UNDER OPEN CASEWORK AT SINK WHERE OCCURS.

10 SPECIALTIES

1. AT BATHROOMS, PROVIDE GRAB BAR AND BACKING AT TOILETS PER PLANS. 2. AT BATHROOMS, PROVIDE NEW FRAMELESS WALL MIRROR WITH BOTTOM AT 40" MAX. A.F.F.3. AT KITCHENS, PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET AND EXTINGUISHER

NEAR KITCHEN AREA. FIRE EXTINGUISHER SHALL NOT PROJECT MORE THAN 4" FROM FACE OF WALL.

11 EQUIPMENT

1. AT KITCHENS, PROVIDE REMOTE LOW SWITCH FOR RANGE HOOD OPERATION.2. AT KITCHENS, PROVIDE RANGE WITH FRONT CONTROLS3. AT KITCHENS, PROVIDE REFRIGERATOR WITH FRONT CONTROLS. TOP FREEZER SHELF AT

53” AFF MAX. SEE ACCESSIBILITY REQUIREMENTS FOR HIGH AND LOW REACH RANGE.4. AT LAUNDRY ROOMS, LAUNDRY EQUIPMENT IS N.I.C. PROVIDE MIN. (2) CBC 11B/ADA

COMPLIANT WASHERS AND (2) CBC 11B/ADA COMPLIANT DRYERS.

12 FURNISHINGS

1. AT KITCHENS, PROVIDE NEW APRON FOR CLEAR FLOOR AND KNEE SPACE AT KITCHEN SINKS TO A HEIGHT OF 27” TO PROVIDE A FORWARD APPROACH.

2. AT KITCHENS, PROVIDE FINISH AND BASE TO EXPOSED BACK WALLS UNDER COUNTER. FINISH EXPOSED SIDES OF ALL APRON CONDITIONS.

3. AT KITCHENS, PROVIDE HARDWARE ON ALL KITCHEN CABINET DOORS AND DRAWERS.4. PROVIDE WAND ACCESSORY FOR NEW BLINDS PER ACCESSIBILITY REQUIREMENTS.

22 PLUMBING

1. AT KITCHENS AND BATHROOMS, PROVIDE PLUMBING FIXTURES AND ACCESSORIES. SEE MOUNTING HEIGHTS ON ADA REQUIREMENTS. SEE PRODUCT SELECTIONS, S.P.D. SUBMIT SPEC SHEETS OF ALL FIXTURES AND ACCESSORIES FOR APPROVAL BY ARCHITECT.

2. AT BATHROOMS, PROVIDE NEW TOILETS WITH SEAT 17" TO 19" AFF. 3. AT BATHROOMS, PROVIDE NEW WALL-HUNG LAVATORY WITH ADA/CBC 11B CLEAR FLOOR

AND KNEE SPACE.4. AT KITCHENS, BATHROOMS AND LAUNDRY ROOMS, FAUCET CONTROLS AND OPERATING

MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

5. AT KITCHENS, BATHROOMS AND LAUNDRY ROOMS, WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT WATER SUPPLY AND DRAIN PIPES FROM CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

26 ELECTRICAL

1. OUTLETS, ELECTRICAL PANELS AND THERMOSTAT - THE HIGH UNOBSRUCTED REACH RANGE IS 48" MAX. TO THE TOP OF A JUNCTION BOX, AND 15" MINIMUM TO THE BOTTOM OF A JUNCTION BOX. WHSERE A HIGH FORWARD REACH DEPTH IS OVER AN OBSTRUCTION, THE REACH HEIGHT IS 48" FOR A DEPTH OF 20" MAX. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH IS 44" MAX AND THE REACH DEPTH SHALL BE 25" MAX. TO THE FACE OF OUTLET OR THE CONTROL. WHERE A SIDE REACH DEPTH IS OVER AN OBSTRUCTION, THE OBSTRUCTION SHALL NOT EXCEED 34" HIGH, THE SIDE REACH HEIGHT IS 48" FOR A REACH DEPTH OF 10" MAX. WHERE THE SIDE REACH DEPTH EXCEEDS 10" THE REACH HEIGHT IS 46" MAX. AND THE REACH DEPTH IS 24" MAX. TO THE FACE OF OUTLET OR CONTROL.






A B

H

I

30"

48"

48"

30"

60"

36"

24"

12"

36"

60"


LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.

















COMPUTERROOM

316

ELEV. 1

EL1

ELEV. 2

EL2

KITCHEN

317

LAUNDRY

318

319

WOMEN'S

321

MEN'S

322

320

JAN.

324323

ELEV. 3

EL3

ELEV. 4

EL4

LOBBY

301

MANAGER'SAPT.

307

CORRIDOR

302

STAIR 2

ST2

CORRIDOR

302A

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

RE

ET

,O

AK

LA

ND

, C

A

HA

RR

ISO

N T

OW

ER

05/08/20

1902

SD

A4.11

ENLARGED PLANS -COMMON AREAS

SCALE: 1/4" = 1'-0"A4.11

ENLARGED PLAN - 3RD FLOOR KITCHEN, LAUNDRY AND RESTROOMS - REMOVAL1

SCALE: 1/4" = 1'-0"A4.11

ENLARGED PLAN - 3RD FLOOR KITCHEN, LAUNDRY AND RESTROOMS - PROPOSED2


03 CONCRETE




06.04 NEW PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH FOR DROP-IN SINK.PROVIDE ALT. FOR SOLID SURFACE COUNTERTOP AND BACKSPLASH.

06.18 NEW PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH WITH METAL BRACKETSUPPORTS AT LAUNDRY SINK AND CLOTHES FOLDING AREA. TOP OF SINK RIM AT34" A.F.F.

08 OPENINGS

09 FINISHES



10 SPECIALTIES

10.01 NEW SIGNAGE

10.11 NEW FRAMELESS WALL MIRROR WITH BOTTOM AT 40" MAX. A.F.F.

10.27 NEW TOILET AND BATH ACCESSORIES. SEE INTERIOR ELEVATIONS.


11 EQUIPMENT

11.03 NEW REMOTE LOW SWITCH FOR RANGE HOOD OPERATION PER PLANS FOR ADACLEARANCE AND REACH REQUIREMENTS.

11.04 NEW RANGE WITH FRONT CONTROLS.

11.06 NEW KITCHEN APPLIANCES: A. RANGE, B. VENTED HOOD, C. REFRIGERATOR, D.DISHWASHER, AND E. GARBAGE DISPOSAL

11.09 REFRIGERATOR WITH FRONT CONTROL. TOP FREEZER SHELF AT 53" AFF MAX.

12 FURNISHINGS

12.02 NEW KITCHEN BASE AND UPPER CABINETS WITH HARDWARE, PLASTIC LAMINATECOUNTERTOPS, BACKSPLASH, AND STAINLESS PANEL SURROUND AT RANGELOCATIONS. SEE INTERIOR ELEVATIONS. PROVIDE ALT. FOR QUARTZCOUNTERTOP AND BACKSPLASH.

12.13 NEW CASEWORK APRON WITH OPEN KNEE AND TOE SPACE AT SINK. PROVIDECASEWORK PANEL TO ENCLOSE PLUMBING CLEAR OF KNEE AND TOE SPACE.

22 PLUMBING

22.02 NEW KITCHEN SINK AND FAUCET WITH LEVER HANDLES PER ACCESSIBILITY CODEREQUIREMENTS.

22.07 PLUMBING INSULATION UNDER LAVATORIES AND SINKS.


22.19 NEW TOILETS WITH SEAT 17" TO 19" AFF.

22.20 NEW WALL-HUNG LAVATORY WITH ADA AND CBC 11-B CLEAR FLOOR AND KNEESPACE.

22.26 NEW LAUNDRY SINK AND FAUCET WITH LEVER HANDLES AND BOWL DEPTH KNEECLEARANCE PER ACCESSIBILITY CODE REQUIREMENTS.

23 HVAC

23.06 NEW EXHAUST FAN. ADJUST EXHAUST DUCTING AS NEEDED. S.M.D.

26 ELECTRICAL

26.02 NEW WALL-MOUNT LIGHT FIXTURES ABOVE WALL-HUNG LAV. S.E.D.


26.14 NEW OCCUPANCY SENSOR FOR EXHAUST FAN.



REF.

DW

RE

F.

DW

B B

C C

D D

E E

1PL.S 2 4 6 8

B B

C C

D D

E E

1PL.S 2 4 6 8

STORAGE

311ASST.

MANAGER'SOFFICE

313

GARBAGECHUTE

310

STAIR 1

ST1

ELEV. 1

EL1

ELEV. 2

EL2

UNIT 2BR-M

305

CORRIDOR

302

SERVICESOFFICE

312

MANAGER'SOFFICE

307

ELEVATORLOBBY

304

CORRIDOR

303

LOUNGE

308

GATHERINGSPACE

309

JANITOR

306

NOTE:SEE SHEET A4.11 FOR DOOR AND FLOOR CLEARANCE LEGEND

17' -

9"5'

- 10"

17' -

9"

8' - 0" 21' - 2 1/2" 21' - 2 1/2" 21' - 2 1/2"


CD

J

C

(N) RECESSED FHC

C

(N) DOOR W/ SIDELIGHT

(N) DOOR W/ SIDELIGHT

(N) DOOR W/ VISION LIGHT

D

03.01

08.23

03.01

03.01

03.01

03.01

03.01

03.03

03.0303.03

08.23

03.03

TYP. IN SCOPE AREA

TYP. IN SCOPE AREA

03.03

03.03

03.04 03.04

03.0403.04 03.04

03.01 03.01

FILING CABINET NOOK

NEW JANITOR'S SINK

09.15

09.16

26.04

TYP. THROUGHOUT 3RD FLOOR

TYP. THROUGHOUT 3RD FLOOR

10.01

TYP. WHERE SHOWN IN PLAN

09.16

SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:




09 FINISHES

INTERIOR FINISHES.


2. PROVIDE FINISH FLOORING UNDER OPEN CASEWORK AT SINK WHERE OCCURS.

10 SPECIALTIES

1. AT BATHROOMS, PROVIDE GRAB BAR AND BACKING AT TOILETS PER PLANS. 2. AT BATHROOMS, PROVIDE NEW FRAMELESS WALL MIRROR WITH BOTTOM AT 40" MAX. A.F.F.3. AT KITCHENS, PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET AND EXTINGUISHER

NEAR KITCHEN AREA. FIRE EXTINGUISHER SHALL NOT PROJECT MORE THAN 4" FROM FACE OF WALL.

11 EQUIPMENT

1. AT KITCHENS, PROVIDE REMOTE LOW SWITCH FOR RANGE HOOD OPERATION.2. AT KITCHENS, PROVIDE RANGE WITH FRONT CONTROLS3. AT KITCHENS, PROVIDE REFRIGERATOR WITH FRONT CONTROLS. TOP FREEZER SHELF AT

53” AFF MAX. SEE ACCESSIBILITY REQUIREMENTS FOR HIGH AND LOW REACH RANGE.4. AT LAUNDRY ROOMS, LAUNDRY EQUIPMENT IS N.I.C. PROVIDE MIN. (2) CBC 11B/ADA

COMPLIANT WASHERS AND (2) CBC 11B/ADA COMPLIANT DRYERS.

12 FURNISHINGS

1. AT KITCHENS, PROVIDE NEW APRON FOR CLEAR FLOOR AND KNEE SPACE AT KITCHEN SINKS TO A HEIGHT OF 27” TO PROVIDE A FORWARD APPROACH.

2. AT KITCHENS, PROVIDE FINISH AND BASE TO EXPOSED BACK WALLS UNDER COUNTER. FINISH EXPOSED SIDES OF ALL APRON CONDITIONS.

3. AT KITCHENS, PROVIDE HARDWARE ON ALL KITCHEN CABINET DOORS AND DRAWERS.4. PROVIDE WAND ACCESSORY FOR NEW BLINDS PER ACCESSIBILITY REQUIREMENTS.

22 PLUMBING

1. AT KITCHENS AND BATHROOMS, PROVIDE PLUMBING FIXTURES AND ACCESSORIES. SEE MOUNTING HEIGHTS ON ADA REQUIREMENTS. SEE PRODUCT SELECTIONS, S.P.D. SUBMIT SPEC SHEETS OF ALL FIXTURES AND ACCESSORIES FOR APPROVAL BY ARCHITECT.

2. AT BATHROOMS, PROVIDE NEW TOILETS WITH SEAT 17" TO 19" AFF. 3. AT BATHROOMS, PROVIDE NEW WALL-HUNG LAVATORY WITH ADA/CBC 11B CLEAR FLOOR

AND KNEE SPACE.4. AT KITCHENS, BATHROOMS AND LAUNDRY ROOMS, FAUCET CONTROLS AND OPERATING

MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

5. AT KITCHENS, BATHROOMS AND LAUNDRY ROOMS, WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT WATER SUPPLY AND DRAIN PIPES FROM CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

26 ELECTRICAL

1. OUTLETS, ELECTRICAL PANELS AND THERMOSTAT - THE HIGH UNOBSRUCTED REACH RANGE IS 48" MAX. TO THE TOP OF A JUNCTION BOX, AND 15" MINIMUM TO THE BOTTOM OF A JUNCTION BOX. WHSERE A HIGH FORWARD REACH DEPTH IS OVER AN OBSTRUCTION, THE REACH HEIGHT IS 48" FOR A DEPTH OF 20" MAX. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH IS 44" MAX AND THE REACH DEPTH SHALL BE 25" MAX. TO THE FACE OF OUTLET OR THE CONTROL. WHERE A SIDE REACH DEPTH IS OVER AN OBSTRUCTION, THE OBSTRUCTION SHALL NOT EXCEED 34" HIGH, THE SIDE REACH HEIGHT IS 48" FOR A REACH DEPTH OF 10" MAX. WHERE THE SIDE REACH DEPTH EXCEEDS 10" THE REACH HEIGHT IS 46" MAX. AND THE REACH DEPTH IS 24" MAX. TO THE FACE OF OUTLET OR CONTROL.

LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.

















STORAGE

312GAMES

314

COMPUTERROOM

316

GARBAGECHUTE

313

STAIR 1

ST1

LOUNGE

315

OFFICE

311

ELEV. 1

EL1

ELEV. 2

EL2

ASST.MANAGER'S

OFFICE

310

MANAGER'SAPT.

307

CORRIDOR

302

SERVICESOFFICE

314A

CORRIDOR

302A

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

RE

ET

,O

AK

LA

ND

, C

A

HA

RR

ISO

N T

OW

ER

05/08/20

1902

SD

A4.12

ENLARGED PLANS -COMMON AREAS

SCALE: 1/4" = 1'-0"A4.12

ENLARGED PLAN - 3RD FLOOR OFFICE AND COMMUNITY AREAS - REMOVAL1

SCALE: 1/4" = 1'-0"A4.12

ENLARGED PLAN - 3RD FLOOR OFFICE AND COMMUNITY AREAS - PROPOSED2


03 CONCRETE



03.04 SEISMIC STRENGTHENING AT (E) BEAM ABOVE, S.S.D. TYP. REPAIR OR REPLACEFINISHES AT DISTRUBED AREAS, TYP.

08 OPENINGS

08.23 NEW ROUGH OPENING AND NEW INTERIOR WINDOW.

09 FINISHES



10 SPECIALTIES

10.01 NEW SIGNAGE

26 ELECTRICAL


B B

C C

D D

E E

2 4 6

PLANTER

PLANTER

HARRISON STREET


EXISTING PLATFORM LIFT TO REMAIN

EXISTING STAIR UP

EXISTING GATE TO REMAIN

BEAM ABOVE

BEAM ABOVE

BUILDINGLOBBY

101

RECEPTION

102

DOCUMENTSTORAGE &

OFFICE

111HUMANRESOURCES

ADMINISTRATION

110

OFFICE

109

DIRECTOR OFHUMAN

RESOURCES

108

OFFICE

107

PASSAGE

106

CLOSET

107A

PASSAGE

112

CORRIDOR

115

B B

C C

D D

E E

2 4 6

PLANTER

PLANTER

HARRISON STREET


EXISTING PLATFORM LIFT TO REMAIN.LIFT PROVIDES ONLY ACCESS TO DOCUMENT STORAGE & OFFICE

(N) FRAMED WALL AND FLOOR TO ENCLOSE STAIR

EXISTING GATE TO REMAIN

BEAM ABOVE

BEAM ABOVE

NOTE:SEE SHEET A4.11 FOR DOOR AND FLOOR CLEARANCE LEGEND

BUILDINGLOBBY

101

RECEPTION

102

DOCUMENTSTORAGE &

OFFICE

111

HUMANRESOURCES

ADMINISTRATION

110

OFFICE

109

DIRECTOR OFHUMAN

RESOURCES

108

OFFICE

107

PASSAGE

106

CLOSET

107A

PASSAGE

112

CORRIDOR

115

21' - 2 1/2" 21' - 2 1/2"


17' -

9"5'

- 10"

17' -

9"

03.03

TYP. AT SCOPE AREA

03.01

03.0303.03

03.03

03.03

03.03

C

B

ACCESSIBLET TURN SPACE

(N) DOOR

LEGEND:

RID

XX

A

R

01

MOB / M

COM / C

I.S.E.S.

















SHEET NOTES:

GENERAL NOTES:








SHEET NOTES:




09 FINISHES

INTERIOR FINISHES.


PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

As indicated

1621 H

AR

RIS

ON

ST

RE

ET

,O

AK

LA

ND

, C

A

HA

RR

ISO

N T

OW

ER

05/08/20

1902

SD

A4.13

ENLARGED PLANS -OFFICE AREAS

SCALE: 1/4" = 1'-0"A4.13

ENLARGED PLAN - 1ST FLOOR DOCUMENT STORAGE & OFFICE - REMOVAL1

SCALE: 1/4" = 1'-0"A4.13

ENLARGED PLAN - 1ST FLOOR DOCUMENT STORAGE & OFFICE - PROPOSED2


03 CONCRETE



535 Mission Street, Suite 1730

San Francisco, CA 94105

T: (415) 230-7097

miyamotointernational.com

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1 100% SD 05.08.2020

16

21

HA

RR

ISO

N S

TR

EE

T,

OA

KLA

ND

, C

A

HA

RR

ISO

N T

OW

ER

05.08.2020

MI1917008.00

S0.01

GENERAL NOTES

1. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE. WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONSTRUCTION

2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.

3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT (ARCH) OR ENGINEER OF RECORD (EOR). ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE EOR OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE SCOPE THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR EOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.

6. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE EOR SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL DOCUMENTS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, EOR, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

8. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).

9. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION.

10. REFER TO THE PROJECT SPECIFICATIONS FOR SHOP DRAWING REQUIREMENTS AND SUBMITTALS. REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE EOR IS FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION, AND FOR CORRECT FITTING OF ALL STRUCTURAL MEMBERS, INCLUDING COORDINATION WITH OTHER TRADES. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED CHANGES TO THE STRUCTURAL DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST FOR SUBSTITUTION TO THE ARCHITECT AND EOR FOR APPROVAL.

11. CORE DRILLS REQUIRED SHALL NOT CUT ANY REINFORCING. THE CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES TO ENSURE COMPLIANCE. ALL CORE DRILLS ARE TO BE PRESENTED TO THE INSPECTOR OF RECORD (IOR) FOR VERIFICATION. THE IOR IS TO DOCUMENT CORES EXAMINED INDICATING AN ABSENCE OF REINFORCING.

12. STRUCTURAL JOINT DIMENSIONS SHOWN ON PLANS (EXPANSION, SEISMIC, SEPARATION, ETC) (WHERE OCCURS) INDICATE THE MINIMUM CLEAR DISTANCE REQUIRED. SEE PLANS, DETAILS, AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

GENERAL010000-0000 (08/22/18)

1. CODES:

2. GRAVITY DESIGN LOADS:

3. WIND DESIGN INFORMATION:

4. SEISMIC DESIGN INFORMATION:

STRUCTURAL DESIGN CRITERIA FOR SEISMIC RETROFIT010000-0001-R (03/02/17)

RISK CATEGORY II

BASIC WIND SPEED (3 SEC GUST), Vult = 95 MPH

INTERNAL PRESSURE COEFFICIENT GCpi = ± 0.18

HAZARD LEVEL SXS SX1

BSE-1E 1.255 0.795

RISK CATEGORY II SITE CLASS D

LINEAR DYNAMIC PROCEDURE

Ie = 1.0

MAX STORY DRIFT ∆ = 0.7% h

a. ROOF, UNIFORM 20 PSF

b. FLOOR(S)CLASSROOMS AND OFFICES

UNIFORM LOAD + PARTITIONS 50 PSF + 15 PSF = 65 PSFCORRIDORS, FIRST FLOOR

UNIFORM LOAD 100 PSFCORRIDORS, OTHER FLOORS

UNIFORM LOAD 80 PSF

LIVE LOADS (REDUCIBLE, UNO):

EXPOSURE B

STRUCTURAL PERFORMANCE LEVEL

S-3 LIFE SAFETY

DESIGN CAT. D

SDS = 1.312 SD1 = 1.089

ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA EXISTING BUILDING CODE (CEBC) 2019 EDITION (TITLE 24, PART 10), INCLUDING ALL AMENDMENTS. ALL STANDARDS USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE. THE PURPOSE OF THIS CODE IS TO, IN PART, ESTABLISH THE MINIMUM REQUIREMENTS TO SAFEGUARD THE PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH STRUCTURAL STRENGTH AND STABILITY. STRUCTURES DESIGNED IN ACCORDANCE WITH THE CODE ARE LIKELY TO HAVE A LOW PROBABILITY OF COLLAPSE BUT MAY SUFFER SERIOUS STRUCTURAL AND NON-STRUCTURAL DAMAGE IF SUBJECTED TO THE DESIGN EARTHQUAKE.

a. THE INTENT OF THIS DESIGN IS TO PROMOTE PUBLIC SAFETY AND WELFARE BY REDUCING THE RISK OF DEATH OR INJURY THAT MAY RESULT FROM THE EFFECTS OF EARTHQUAKES ON EXISTING BUILDING(S).

b. SEISMIC CRITERIA:

c. PERFORMANCE OBJECTIVES (ASCE 41-17):

d. SEISMIC VALUES BASED ON ASCE 7-16 (FOR REFERENCE ONLY):

1. VISUAL OBSERVATIONS WILL BE PERFORMED AT THE DISCRETION OF THE OWNER, ARCHITECT, EOR, AND AS REQUIRED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE BUILDING CODE. VISUAL OBSERVATIONS SHALL NOT BE CONSIDERED AS A SUBSTITUTE FOR THE SPECIAL INSPECTION REQUIREMENTS.

2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY THE EOR AS TO WHEN EACH MAJOR PHASE OF CONSTRUCTION IS READY FOR OBSERVATION A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE.

3. THE FOLLOWING MAJOR PHASES OF CONSTRUCTION REQUIRE A SITE VISIT AND STRUCTURAL OBSERVATION REPORT FROM THE SEOR:

• FOUNDATION REBAR AND ANCHORS - PRIOR TO FIRST POUR OF CONCRETE

• STRUCTURAL FRAMING - AFTER ERECTION AND PRIOR TO CLOSING IN

• RAISED FLOOR SLABS AND REBAR - PRIOR TO FIRST POUR OF CONCRETE

• ROOF NAILING - PRIOR TO INSTALLATION OF ROOFING AND CRICKETS

• COMPLETION OF THE STRUCTURAL SYSTEM

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NAILING, REINFORCEMENT, WELDS, CONNECTIONS, ETC. ARE VISIBLE FOR OBSERVATION WHEN THE SEOR IS ON SITE AND FOR ANY SCHEDULING DELAYS DUE TO NONCOMPLIANT ITEMS FOUND DURING THE OBSERVATION.

5. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVERS' KNOWLEDGE, HAVE NOT BEEN RESOLVED.

STRUCTURAL OBSERVATIONS010000-0007 (04/10/19)

STRUCTURAL SUBMITTALS010000-0008 (07/09/14)

1. SEE THE FOLLOWING EXISTING BUILDING AS-BUILT DOCUMENTATION FOR RELATED ITEMS NOT SHOWN OR NOTED:a. PHASE 1: PHYSICAL SCIENCE & AGRICULTURAL BUILDING BY STATE OF CALIFORNIA

DEPARTMENT OF PUBLIC WORKS, DIVISION OF ARCHITECTURE, DATED 6/17/1960.b. PHASE 2: PHYSICAL SCIENCE BUILDING BY STATE OF CALIFORNIA, DEPARTMENT OF

GENERAL SERVICES, OFFICE OF ARCHITECTURE AND CONSTRUCTION DATED 5/18/1969.

2. FIELD VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION OF STRUCTURAL ELEMENTS.

3. WHERE ALL OTHER EXISTING CONDITIONS VARY SIGNIFICANTLY FROM THOSE SHOWN ON THESE DRAWINGS, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT CONDITIONS.

4. SHORE ALL EXISTING CONSTRUCTION AS REQUIRED, INCLUDING WHERE WELDING TO EXISTING STEEL FRAMING. SHORING DESIGN BY OTHERS.

5. ALL EXISTING CONCRETE SURFACES TO BE IN CONTACT WITH NEW CONCRETE SHALL BE CLEANED AND ROUGHENED TO 1/4" MINIMUM AMPLITUDE. USE ICC APPROVED BONDING AGENT ON EXISTING CONCRETE PRIOR TO PLACING NEW CONCRETE.

6. VERIFY LOCATION OF EXISTING REBAR BEFORE FABRICATION USING NON-DESTRUCTIVE TESTING. EXISTING REINFORCING SHALL BE AVOIDED WHERE DRILLING FOR POST-INSTALLED ANCHORS OR CONCRETE DOWELS.

7. THE GENERAL CONTRACTOR SHALL COORDINATE THE WEIGHT AND SPECIFIC LOCATION OF ALL MECHANICAL EQUIPMENT WITH THE STRUCTURAL FRAMING. IF THE EQUIPMENT DEVIATES IN WEIGHT OR LOCATION FROM THOSE INDICATED IN THE DRAWINGS, THE STRUCTURAL ENGINEER'S APPROVAL MUST BE OBTAINED PRIOR TO INSTALLATION OF THE UNITS.

8. ALL EXISTING WOOD FRAMING MEMBERS SUPPORTING NEW MECHANICAL UNITS SHALL BE INSPECTED FOR DAMAGE AND DETERIORATION PRIOR TO INSTALLATION OF THE UNITS. NOTIFY THE STRUCTURAL ENGINEER IF DAMAGE OR DETERIORATION IS DISCOVERED.

EXISTING CONDITIONS020000-0000 (04/21/17)

SHEET NUMBER SHEET NAME

S0.01 GENERAL NOTES

S0.02 GENERAL NOTES

S0.13 TYPICAL CONCRETE AND MASONRY DETAILS

S2.00 3D VIEW

S2.01 BASEMENT FOUNDATION PLAN

S2.02 FIRST FLOOR FRAMING PLAN

S2.03 SECOND FLOOR FRAMING PLAN

S2.04 THIRD FLOOR FRAMING PLAN

S2.05 4TH FLOORS FRAMING PLAN

S2.06 TYPICAL FLOOR FRAMING PLAN (5TH - 13TH FLOORS)

S2.15 ROOF FRAMING PLAN

S2.16 STAIR ROOF PLAN

S3.01 ELEVATION

S3.02 ELEVATION

S3.03 ELEVATION

S3.04 ELEVATION

S3.05 ELEVATION

S3.06 ELEVATION

S3.07 ELEVATION

S3.08 ELEVATION

S3.09 ELEVATION

S3.10 ELEVATION

S3.11 ELEVATION

S3.12 ELEVATION

S3.13 ELEVATION

S3.15 STRENGTHENING DETAILS

1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

2. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC.

3. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS. JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL INSPECTOR.

4. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND EOR. THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS.

5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE PERFORMED.

6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND AT THE COMPLETION OF WORK. CONTINUOUS (CONT.) INSPECTION CONSISTS OF FULL-TIME INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT INSPECTION.

7. THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE.

STATEMENT OF SPECIAL INSPECTION010000-0003 (04/10/19)

1. REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE EOR IS FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS.

2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE EOR FOR REVIEW PRIOR TO FABRICATION. THE CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION, AND FOR CORRECT FITTING OF ALL STRUCTURAL MEMBERS INCLUDING COORDINATION WITH OTHER TRADES.

a. SHOP DRAWINGS SHALL BE SUBMITTED TO THE EOR (ALLOW FOR A REVIEW DURATION OF 10 BUSINESS DAYS), AND SHALL CONSIST OF ELECTRONIC FILES.

b. EOR WILL RETURN THE REPRODUCIBLE SET CLEARLY MARKED WITH COMMENTS. ANY REQUIRED RECORD SET COPIES SHALL BE MADE FROM THIS RETURNED SET.

c. REPRODUCTION OF STRUCTURAL PLANS & DETAILS FOR SHOP DRAWINGS IS PROHIBITED. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE INDEPENDENTLY CREATED DRAWINGS BASED ON THE STRUCTURAL PLANS AND DETAILS. SHOP DRAWINGS THAT ARE REPRODUCTIONS OF STRUCTURAL DRAWINGS WILL NOT BE REVIEWED.

3. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED CHANGES TO THE STRUCTURAL DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST FOR SUBSTITUTION TO THE ARCHITECT AND EOR FOR APPROVAL.

4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.

5. THE FOLLOWING LIST SUMMARIZES REQUIRED STRUCTURAL SUBMITTALS FOR THIS PROJECT. REFER TO THE SPECIFICATIONS FOR A COMPLETE LIST AND ADDITIONAL REQUIREMENTS.

GENERAL• QUALIFICATION DATA FOR APPROVED INSTALLERS AND FABRICATORS• CERTIFICATES OF CONFORMANCE FOR PREFABRICATED MEMBERS• SEISMIC JOINT AND EXPANSION JOINT COVER PRODUCT DATA

CONCRETE REINFORCEMENT• MANUFACTURER'S PRODUCT DATA, SPECIFICATIONS AND INSTALLATION PROCEDURES

FOR PROPRIETARY MATERIALS AND REINFORCEMENT• STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TENSILE AND BEND TESTS• SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT

CAST-IN-PLACE CONCRETE• DESIGN MIX FOR EACH CONCRETE MIX• MATERIAL TEST REPORTS• MATERIAL CERTIFICATES FOR CEMENT, AGGREGATES AND ADMIXTURES• SHOP DRAWINGS FOR PROPOSED LOCATIONS OF ADDITIONAL CONSTRUCTION OR

CONTROL JOINTS NOT SHOWN ON THE STRUCTURAL PLANS• MINUTES FROM PREINSTALLATION CONFERENCE

STRUCTURAL STEEL• MANUFACTURER'S MILL CERTIFICATES• MILL TEST REPORTS• SHOP DRAWINGS FOR FABRICATION AND ASSEMBLY OF MEMBERS• ERECTION PLAN SEQUENCE AND PROCEDURES• WELDING PROCEDURE SPECIFICATIONS (WPS)• CERTIFICATES FOR ALL WELDERS VERIFYING CURRENT AWS QUALIFICATIONS• TEST REPORTS FOR SHOP AND FIELD WELDED AND BOLTED CONNECTIONS

PERIODIC: ALL OTHER REINFORCEMENT WELDS, UNO

CONT: REINFORCING WELDS IN CMU

CONT: WELDING OF STIRRUPS, HOOPS OR TIES

PERIODIC: VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706

CONT: WELDING OF REINFORCEMENT STEEL RESISTING SEISMIC FORCES, INDICATED ONPLANS AND DETAILS AS LFRS ELEMENTS OR CONNECTIONS

PERIODIC: WELD FILLER MATERIAL IDENTIFICATION MARKINGS TO CONFORM TO AWSSTANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS,MANUFACTURER'S CERTIFICATION OF COMPLIANCE REQUIRED

PERIODIC: LIGHT GAUGE METAL WELDS

PERIODIC: METAL DECK WELDS

PERIODIC: FILLET WELDS < 5/16"

CONT: FILLET WELDS > 5/16" AND MULTIPASS FILLET WELDS

CONT: COMPLETE AND PARTIAL PENETRATION GROOVE WELDS

WELDING

PERIODIC: APPLICATIONS OF JOINT DETAILS AT EACH CONNECTION

PERIODIC: STEEL FRAME MEMBER LOCATIONS

PERIODIC: STEEL FRAME BRACING & STIFFENER DETAILS FOR COMPLIANCE WITH APPROVEDCONSTRUCTION DOCUMENTS

PERIODIC: STRUCTURAL STEEL MANUFACTURER'S CERTIFIED MILL TEST REPORTS REQUIRED

PERIODIC: STRUCTURAL STEEL IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS

PERIODIC: SLIP-CRITICAL CONNECTIONS USING CALIBRATED WRENCH METHOD OR TURN-OF-NUTWITHOUT MATCHMARKING

CONT: SLIP-CRITICAL CONNECTIONS USING TURN-OF-NUT METHOD WITH MATCHMARKING,DIRECT TENSION INDICATOR METHOD, OR TWIST OFF BOLTS

PERIODIC: HIGH-STRENGTH BOLTING BEARING-TYPE CONNECTIONS

PERIODIC: HIGH-STRENGTH BOLTS, NUTS, AND WASHERS IDENTIFICATION MARKINGS TOCONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION

STRUCTURAL STEEL

PERIODIC: POST-INSTALLED AND ADHESIVE ANCHORS

PERIODIC: INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETEMEMBER BEING FORMED

PERIODIC: VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORESAND FORMS FROM BEAMS AND STRUCTURAL SLABS

PERIODIC: INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE ANDTECHNIQUE

CONT: INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPERAPPLICATION TECHNIQUES

CONT: SAMPLING FRESH CONCRETE & PERFORMING SLUMP AND AIR CONTENT TESTS &DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKINGSPECIMENS FOR STRENGTH TESTS

PERIODIC: VERIFY USE OF REQUIRED DESIGN MIX

CONT: INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENTOF CONCRETE

PERIODIC: INSPECTION OF REINFORCING STEEL AND PLACEMENT

STRUCTURAL CONCRETE

WHERE DEFERRED APPROVAL ITEMS ARE DESIGN-BUILD (OR BIDDER-DESIGNED), THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA. SUBMITTAL DOCUMENTS FOR THE FOLLOWING DEFERRED APPROVAL ITEMS SHALL BE REVIEWED BY THE ARCHITECT OR ENGINEER OF RECORD AND THEN SUBSEQUENTLY REVIEWED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION:

1. FIBER REINFORCED POLYMER COMPOSITES2. CURTAIN WALL SYSTEMS

DEFERRED APPROVALS010000-0005 (04/24/17)

AB ANCHOR BOLTABV ABOVEADDL ADDITIONALADJ ADJACENTAFF ABOVE FINISH FLOORALT ALTERNATEARCH ARCHITECT(URAL)BLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLW BELOWBM BEAMBN BOUNDARY NAILINGB.O. BOTTOM OFBOTT BOTTOMBRB BUCKLING-RESTRAINED BRACEBRG BEARINGBS BOTH SIDESBTWN BETWEENC CAMBERCGS CENTER OF GRAVITY OF STEELCIP CAST IN PLACECJ CONTROL/CONSTRUCTION JOINTCJP COMPLETE JOINT PENETRATIONCL CENTERLINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINUOUSCP COMPLETE PENETRATIONCSK COUNTERSINKCTR(D) CENTER(ED)DB BAR OR BOLT DIAMETERDBL DOUBLEDEMO DEMOLITIONDET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIR DIRECTIONDO DITTODWG DRAWING(E) EXISTINGEA EACHEF EACH FACEEJ EXPANSION JOINTEMBED EMBEDMENTELEC ELECTRICALELEV ELEVATION OR ELEVATOREN EDGE NAILINGE.O. EDGE OFEOR ENGINEER OF RECORDEQ EQUALEQUIP EQUIPMENTES EACH SIDE OR EDGE SCREWEW EACH WAYEXP EXPANSIONEXT EXTERIORFIN FINISHFLG FLANGEFLR FLOORFN FIELD NAILINGFND FOUNDATIONF.O. FACE OFFS FAR SIDE OR FIELD SCREWFRMG FRAMINGFRP FIBER REINFORCED POLYMERFT FOOT OR FEETFTG FOOTINGG GIRDERGA GAGEGALV GALVANIZEDGB GRADE BEAMGC GENERAL CONTRACTORGLB GLUED-LAMINATED BEAMHAB HEADED ANCHOR BOLTHD HOLDOWNHDR HEADERHGR HANGERHK HOOKHORIZ HORIZONTALHP HIGH POINTHS HIGH STRENGTHHSB HIGH STRENGTH BOLTHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTID INSIDE DIAMETER

ABBREVIATIONS010000-0002 (08/22/19)

I.F. INSIDE FACEIN INCHINT INTERIORIOR INSPECTOR OF RECORDJST JOISTJT JOINTKLF KIPS PER LINEAR FOOTKSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCHL ANGLELD DEVELOPMENT LENGTHLDH HOOK DEVELOPEMNT LENGTHLFRS LATERAL FORCE RESISTING

SYSTEMLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALLP LOW POINTLS LAP SPLICELWC LIGHT WEIGHT CONCRETEMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMTL METAL(N) NEWNA NEUTRAL AXISNS NEAR SIDE OR NON-SHRINKNTS NOT TO SCALENWC NORMAL WEIGHT CONCRETEOC ON CENTEROD OUTSIDE DIAMETERO.F. OUTSIDE FACEOH OPPOSITE HANDOPNG OPENINGPDF POWDER/POWER DRIVEN

FASTENERPJ PANEL JOINTPJP PARTIAL JOINT PENETRATIONPL PLATEPLC(S) PLACE(S)PLF POUNDS PER LINEAR FOOTPLYWD PLYWOODPREFAB PREFABRICATEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATED OR

POST TENSIONQTY QUANTITYRAD, R RADIUSRC REINFORCED CONCRETEREF REFERENCEREINF REINFORCINGREQD REQUIRED(S) "SIMPSON" STRONG TIE CO. OR

"USP" W/ EQUIVALENT ICC VALUESSB SILL BOLTSC SAW CUT OR SLIP CRITICALSCHED SCHEDULESEOR STRUCTURAL ENGINEER OF

RECORDSHTG SHEATHINGSIM SIMILARSMS SHEET METAL SCREWSN SILL NAILSOG SLAB ON GRADESQ SQUARESS STAINLESS STEELSTD STANDARDSTGRD STAGGEREDSTIFF STIFFENERSTL STEELSTRUCT STRUCTURALT&B TOP & BOTTOMTHK THICKTHRD THREADEDT.O. TOP OFTRANS TRANSVERSETYP TYPICALUNO UNLESS NOTED OTHERWISEVERT VERTICALVIF VERIFY IN FIELDW/ WITHW/O WITHOUTWF, W WIDE FLANGEWLD WELDEDWO WHERE OCCURSWP WORK POINTWT WEIGHTWWF WELDED WIRE FABRIC

REFERENCE OF SECTIONS, DETAILS, & SYMBOLS010000-0004 (04/10/19)

DETAIL REFERENCE SHOWN THUS *:

BUILDING SECTION INDICATION SHOWN THUS:

ELEVATION INDICATION SHOWN THUS:

2

S5.01**

2

S3.01**

2

S5.01**

DETAIL NOTED IS SHOWN ON SHEET S5.01, DETAIL 2

CUT IS SHOWN ON SHEET S3.01, DETAIL 2

ELEVATION IS SHOWN ON SHEET S5.01, DETAIL 2

* (ADDITIONAL INDICATORS MAY BE USED TO SHOW LOCATION OF DETAIL CUTS)** (SHEET NUMBER WILL BE REPLACED BY A HYPHEN (-) WHEN THE REFERENCED DETAIL

APPEARS ON THE SAME SHEET AS THE CALL-OUT)

DETAIL TITLE SHOWN THUS:

2DETAIL TITLE

SCALE

INDICATES THE TITLE, SCALE, AND DETAIL NUMBER ON SHEET

ø = DIAMETER

= REFERENCE ELEVATION OR WORK POINT

LFRS[LFRS]

INDICATES A DETAIL OR PORTION OF FRAMING IS A PART OF THE LATERAL FORCE RESISTING SYSTEM AND IS SUBJECT TO ADDITIONAL REQUIREMENTS OUTLINED IN THE GENERAL NOTES & SPECIFICATIONS.

1. FOR ALL ITEMS IN THE CONSTRUCTION DOCUMENTS NOT NOTED WITH A SPECIFIC PRODUCT NAME OR MANUFACTURER, THE CONTRACTOR SHALL PROVIDE A PRODUCT SPECIFIED IN THE TABLE BELOW.

2. THE FOLLOWING PRODUCTS SHALL BE INSTALLED PER THE REQUIREMENTS OF THE REFERENCED PRODUCT REPORTS BELOW, UNO.

3. A PRODUCT MAY BE SUBSTITUTED FOR A LIKE PRODUCT PER THE SCHEDULE BELOW IF APPROVED BY THE SEOR AND THE BUILDING OFFICIAL.

4. PRODUCTS SPECIFIED BY TYPE MAY USE ANY FROM THE SCHEDULE BELOW.

PRODUCT REPORTS010000-0006 (08/22/19)

TYPICAL HATCH PATTERNS USED (UNLESS NOTED OTHERWISE):

EXISTING ELEMENTS ARE SHOWN AS HALFTONE, NEW ELEMENTS ARE FULL TONE; EXAMPLE:

CONCRETE

MASONRY

STEEL

GROUT/SAND

SOIL/EARTH

PLYWOOD/SHEATHING

INDICATES A NEW STRUCTURAL ELEMENT

INDICATES AN EXISTING STRUCTURAL ELEMENT

*** AT TREATED LUMBER, PROVIDE GALVANIZED SIMPSON POWDER-ACTUATED OR POWERS POWER-DRIVEN SHOTPINS IN ACCORDANCE WITH ESR REPORTS.

** ANY SHEET METAL SCREW COMPLYING WITH ASTM C1513, SELF-DRILLING AND TAPPING TYPE, WITH HEAD TYPE APPROPRIATE TO THE APPLICATION, MAY BE USED.

* ANY CONCRETE REINFORCING HEADED END COMPLYING WITH ASTM A970 MAY BE USED.

FOOTNOTES:

FASTENMASTER TIMBERLOK / HEADLOK /LEDGERLOK

ESR-1078 - -

SIMPSON SD TIMBER SCREWS(SDWS/SDWH)

- 0192 25906WOOD SCREWS

SIMPSON STRONG DRIVE SCREWS (SDS) ESR-2236 - 25711

USP STRUCTURAL CONNECTORS ESR-2685 - -

WOOD FRAMINGCLIPS

SIMPSON STRONG-TIE CLIPS ESR-2523 - -

HOLLO-BOLT 3 PART / 5 PART ESR-3330 - 26037

BLIND FASTENERS TOSTEEL

LNA BOXBOLT TYPE C ESR-3217 - -

ELCO DRIL-FLEX ESR-3332 25095

ITW BUILDEX TEKS ESR-1976 - 25915

PRIMESOURCE DARTS ESR-1408 - 25904

SIMPSON X METAL SCREWS ESR-3006 0326 25917

HILTI KWIK-FLEX ESR-3332 - 25095

SHEET METALSCREW **

HILTI KWIK-PRO ESR-2196 - 25678

JSW STUD RAILS ESR-3264 - 25930

NELSON PUNCHING SHEAR RESISTORS ESR-1170 - 25499

PJ'S PUNCHING SHEAR RESISTORS ESR-3821 - 26070

TRU-WELD SHEAR RESISTOR STUDS ESR-2822 - 25941

PEIKKO DSA/SSA SHEAR RAILS ESR-3904 - -

CONCRETE SLABSTUD RAILS

DECON STUD RAILS ESR-2494 - 25395

CONSOLIDATED SYSTEMS FLOOR DECK ESR-2839 - -

CONSOLIDATED SYSTEMS ROOF DECK ESR-2657 - 25758

EPIC METALS EPICORE ESR-2047 - 25487

ASC STEEL FLOOR DECK ESR-2408 - 23783

ASC STEEL ROOF DECK ESR-1414 - 23783

METAL DECK

VERCO DECK - 0217 23789

TRU-WELD DEFORMED BAR ANCHORS ESR-2823 - 25887

WELDED BARANCHORS

NELSON DEFORMED BAR ANCHORS ESR-2907 - 25860

TRU-WELD HEADED STUD ANCHORS ESR-2577 - 24330

STUD WELDING ASSOCIATES SHEARCONNECTOR STUDS

ESR-1094 - -WELDED STUDS

NELSON STUDS ESR-2856 - 02725

SIMPSON SET ESR-1772 - 25279

ADHESIVE ANCHORTO BRICK

HILTI HIT-HY 270 ESR-4144 - -

MASONRY SCREW DEWALT TAPPER+ ESR-3196 - -

DEWALT SCREWBOLT+ ESR-4042 - -

SIMPSON TITEN HD ESR-1056 - 25560SCREW ANCHOR TOGROUTED MASONRY

HILTI KWIK HUS-EZ ESR-3056 - 25979

DEWALT AC100+ GOLD ESR-3200 - 26049

SIMPSON AT-XP - 0281 25966

SIMSPON SET-XP - 0265 25965

SIMPSON SET - - 25279

HILTI HIT-HY-200 ESR-3963 26077 -ADHESIVE ANCHORTO GROUTEDMASONRY

HILTI HIT-HY 270 ESR-4143 - -

DEWALT POWER STUD+ SD1 ESR-2966 - 25864

SIMPSON STRONG-BOLT 2 - 0240 25936

HILTI KWIK BOLT TZ ESR-3785 26057 -EXPANSION ANCHORTO GROUTEDMASONRY

HILTI KWIK BOLT 3 ESR-1385 25577M -

LENTON THREADED FORM SAVERS - 0129 24507

FORM MOUNTEDREINF COUPLER

DEXTRA BARTEC ESR-1705 - 25615

DAYTON SUPERIOR BAR-LOCK ESR-2495 - 25342


BAR SPLICE BPI-GRIP XL ESR-2299 - 25011

BAR SPLICE ZAP SCREWLOK TYPE 2 ESR-3517 - 25366

LENTON THREADED COUPLERS - 0129 24507CONCRETEREINFORCINGMECHANICAL SPLICES

HRC 500 COUPLERS ESR-2764 - 25347


BAR SPLICE BUTTON HEAD - 0331 25996

LENTON TERMINATOR D14 - 0188 25893CONCRETEREINFORCINGHEADED END *

HRC 555 HEADED BARS ESR-2935 0177 25815

DEWALT POWER-DRIVEN ESR-2024 - 25304

DEWALT TRACK-IT C5 ESR-3275 - 25920

SIMPSON POWER-ACTUATED ESR-2138 - 25469

ITW / RAMSET POWER-DRIVEN ESR-1799 - 22668SHOTPIN ***

HILTI LOW-VELOCITY UNIVERSALPOWDER-DRIVEN

ESR-2269 - 25675

DEWALT TAPPER+ ESR-3068 - -

ITW BUILDEX TAPCON ESR-2202 - -CONCRETE SCREW

SIMPSON SS TITEN 2 - 0449 -

DEWALT BANG-IT / WOOD KNOCKER ESR-3657 - -

SIMPSON BLUE BANGER HANGER ESR-3707 - 26030CAST-IN INTERNALLYTHREADED

HILTI HCI-HD/HCI-WF ESR-3713 - 26024

DEWALT ATOMIC+ ESR-3067 - -

UNDERCUT ANCHORSTO CONCRETE

HILTI HDA ESR-1546 - 25939

DEWALT MINI-UNDERCUT+ ESR-3912 - -

DROP-IN ANCHOR TOCONCRETE

DEWALT SNAKE+ ESR-2272 - 25810

DEWALT SCREWBOLT+ ESR-4042 - 25808

SIMPSON SS TITEN HD - 0493 26125

SIMPSON TITEN HD ESR-2713 - -SCREW ANCHOR TOCONCRETE

HILTI KWIK HUS-EZ ESR-3027 - 25897

DEWALT PURE 110+ ESR-3298 - 26035

DEWALT AC200+ ESR-4027 - -

DEWALT PE1000+ ESR-2583 - 25849

SIMPSON AT-XP - 0263 -

SIMPSON SET-XP ESR-2508 - -

SIMPSON SET-3G ESR-4057 - -

HILTI HIT-HY-100 ESR-3572 - -

HILTI HIT-RE 100 ESR-3829 - 26027

HILTI HIT-RE 500 V3 ESR-3814 - 26028

ADHESIVE ANCHORTO CONCRETE

HILTI HIT-HY 200 ESR-3187 - 25964

DEWALT POWER STUD+ SD2/SD4/SD6 ESR-2502 - 25831DEWALT POWER STUD+ SD1 ESR-2818 - 25787

SIMPSON STRONG-BOLT 2 ESR-3037 - 25891

MKT SZ ESR-3173 - -EXPANSION ANCHORTO CONCRETE

HILTI KWIK BOLT TZ ESR-1917 - 25701

TYPE PRODUCT ICC# IAPMO# LARR#

1. THE ITEM(S) INCLUDED IN THIS SECTION ARE DESIGN-BUILD AND/OR BIDDER-DESIGNED.

2. PROPOSED FIBER REINFORCED POLYMER (FRP) COMPOSITE SYSTEM SHALL HAVE A CURRENT ICBO EVALUATION REPORT AND BE INSTALLED ACCORDING TO THE CONTRACT DOCUMENTS AND MANUFACTURER'S AND ICBO'S RECOMMENDATIONS AND PROCEDURES.

3. INSTALLER OF FRP COMPOSITE SYSTEM SHALL HAVE A MINIMUM OF FIVE (5) STRENGTHENING PROJECT REFERENCES USING FRP COMPOSITE SYSTEMS FOR SIMILAR PROJECTS AND APPLICATIONS. THIS LIST SHALL BE INCLUDED WITH THE SHOP DRAWING SUBMITTAL.

4. INSTALLER'S PROJECT SUPERVISOR SHALL HAVE THE SPECIFIED EXPERIENCE AND BE CERTIFIED IN WRITING BY THE MATERIAL MANUFACTURER AS BEING FULLY TRAINED TO WORK WITH THE FRP COMPOSITE SYSTEM. A MINIMUM OF THREE (3) APPLICATORS SHALL PROVIDE PROOF OF COMPLETION OF MANUFACTURER'S CERTIFIED TRAINING.

5. PROPOSED COMPOSITE SYSTEM MANUFACTURER SHALL SUBMIT FIELD TEST RESULTS (ASTM D3039) FROM AN INDEPENDENT TESTING LABORATORY TO VERIFY ALL SUBMITTED DESIGN PROPERTIES AND CORRESPONDING DESIGN LAYER THICKNESS. LAYER THICKNESS USED TO DETERMINE MATERIAL PROPERTIES PER ASTM D3039 SHALL CORRESPOND WITH LAYER THICKNESS USED IN STRUCTURAL CALCULATIONS.

6. CONTRACTOR SHALL SUBMIT CALCULATIONS VERIFYING COMPLIANCE WITH THE DESIGN CRITERIA STATED ON THE CONTRACT DRAWINGS. CALCULATIONS SHALL BE BASED ON THE VERIFIED MATERIAL PROPERTIES AND CORRESPONDING DESIGN LAYER THICKNESS, AND SHALL BE STAMPED AND SIGNED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER IN THE STATE OF CALIFORNIA.

068200-0000 (07/07/14)

FIBER REINFORCED POLYMER COMPOSITES

1. THE ITEM(S) INCLUDED IN THIS SECTION ARE DESIGN-BUILD AND/OR BIDDER-DESIGNED.

2. CONTRACT DOCUMENTS INDICATE INFORMATION SUFFICIENT TO CONVEY DESIGN INTENT. AT SOME LOCATIONS THERE MAY BE INDICATIONS OF SUPPORTS AND FASTENINGS. AT OTHER LOCATIONS THERE MAY NOT BE SUCH INDICATIONS. IN BOTH INSTANCES IT IS NOT INTENDED BY ARCHITECT OR EOR TO SUPPLY CONTRACTOR WITH STRUCTURAL DESIGN CRITERIA, BUT RATHER TO SHOW WHERE SUPPORTS AND FASTENINGS APPEAR IN A GENERAL LOCATION ONLY. IF AREAS SO LOCATED ARE INADEQUATE, AND IF ADDITIONAL SUPPORTS, FASTENINGS, BRACES, AND OTHER STRUCTURAL ELEMENTS AND FEATURES ARE REQUIRED FOR THE WORK, CONTRACTOR TO PROVIDE THEM AT NO ADDITIONAL COST TO OWNER AND ADVISE ARCHITECT AND EOR OF THE NEED THEREOF.

3. AT CONNECTIONS TO STRUCTURE, PROVIDE STABILIZING ELEMENTS SUCH AS BRACES, STIFFENER PLATES, ETC., SO AS NOT TO IMPOSE ECCENTRIC LOADING, TWISTING, OR WARPING TO STRUCTURAL MEMBERS, PROVIDE MATERIAL AND INSTALL STABILIZING ELEMENTS AT NO ADDITIONAL COST TO OWNER.

4. DESIGN MEMBERS AND CONNECTIONS (INCLUDING THOSE TO STRUCTURAL FRAMING) AND PROVIDE FOR LATERAL RESTRAINT COMPLYING WITH APPLICABLE GOVERNING CODE AND CONTRACT DOCUMENTS.

5. PROVIDE ADEQUATE EXPANSION, CONTRACTION AND SEISMIC SEPARATION BETWEEN SUPPORTING STRUCTURE AND CURTAIN WALLS, WINDOW WALLS, OR STOREFRONTS.

6. SUBMIT SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SIGNED BY AND BEARING THE SEAL OF A REGISTERED CIVIL ENGINEER TO ARCHITECT (EOR) FOR REVIEW AND GOVERNING CODE AUTHORITY FOR APPROVAL.

034500-0000 (04/21/17)

CURTAIN WALLS



T: (415) 230-7097


PHASE:

SCALE:

PLOT DATE:

PROJECT NO:


T: 415.777.0991F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


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GENERAL NOTES

1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI 318 AND ACI 301 LATEST EDITION, AND PROJECT SPECIFICATIONS.

2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT LEVEL AT ALL TIMES.

3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN THE MORTAR MATRIX. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE EOR PRIOR TO PLACING ANY CONCRETE.

4. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:

a. MAXIMUM AIR DRY UNIT WEIGHT OF LIGHTWEIGHT CONCRETE SHALL NOT EXCEED 110 PCF, UNLESS APPROVED BY EOR.

b. WHEN THE USE OF PLASTICIZER (ASTM C1017, TYPE I OR II) OR WATER REDUCER (ASTM C494, TYPE F OR G) IS USED, MAXIMUM SLUMP SHALL BE 4" PRIOR TO ADMIXTURE AND 8" INCLUDING ADMIXTURE AT THE POINT OF DELIVERY. IN THE ABSENCE OF

PLASTICIZER AND WATER REDUCER, SLUMP AT THE POINT OF DELIVERY SHALL NOT EXCEED 4".

c. W/C RATIO INDICATES WATER TO CEMENTITIOUS MATERIALS RATIO.d. FOR INTERIOR SLABS ON GRADE AND ALL OTHER SLABS RECEIVING ADHERED

FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT EXCEED 0.46. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE USE.

e. SLABS ON GRADE, TOPPING SLABS, AND ELEVATED CONCRETE FLOORS SHALL HAVE A MAXIMUM SHRINKAGE RATE OF 0.04% AT 28 DAYS PER ASTM C 157 (CURING TEST SPECIMENS TO BE CONSISTENT WITH FIELD CONDITIONS), OR USING EMBEDDED VIBRATING WIRE STRAIN GAUGES. RESULTS OF TESTING SHALL BE SUBMITTED TO ENGINEER.

f. SEE ACI 318 FOR ADDITIONAL REQUIREMENTS REGARDING MAXIMUM AGGREGATE SIZE.AGGREGATE GRADATION OF 3/8" MAXIMUM (PEA GRAVEL) SHALL NOT BE USED WHERE FINISHED CONCRETE SURFACE IS EXPOSED TO VIEW.

5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE DESIGNED PER ACI 318 SECTION 5.2 BY A RECOGNIZED TESTING LAB STAMPED AND SIGNED BY A LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE EOR FOR REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES SHALL CONSIST OF 5 SACK MINIMUM UNO.

6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.

7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE EOR.

8. PORTLAND CEMENT SHALL BE TYPE II AND SHALL CONFORM TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED.

9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 25% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED BY FIELD EXPERIENCE OR TRIAL MIXTURES.

10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94.

11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.

12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI, AND CONSIST OF MASTERFLOW 713, EUCON NS GROUT, SIKA GROUT 212, OR APPROVED EQUAL. FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA GRAVEL. FOR BASE PLATES LARGER THAN 6 SQUARE FEET, USE HI-FLOW GROUT OR MASTERFLOW 928.

13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE.

14. PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION, CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000 PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS.

15. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY EOR.

16. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, WALL OFFSETS, CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC.

17. PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE EOR.

18. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4" CHAMFER OR 1/2" RADIUS TOOLED EDGE, UNO.

STRUCTURAL CONCRETE033100-0000 (04/18/18)

ALL OTHER STRUCTURALCONCRETE NOT NOTED ABOVE

4000 PSI NWC 1" 0.50

FILL OVER METAL DECK 4000 PSI LWC 1" 0.50

INTERIOR SLABS ON GRADENOT EXPOSED TO WEATHER ORRECEIVING FLOORING FINISH

4000 PSI NWC 1" 0.50

FOUNDATIONS 3000 PSI NWC 1 1/2" 0.55

LOCATIONMIN 28-DAY

COMPSTRENGTH

CONCTYPE

MAXAGGREGATE

SIZE

MAX W/CRATIO

1. REINFORCING GRADES FOR CONCRETE OR MASONRY:a. ALL BARS UNLESS NOTED OTHERWISE.....................ASTM A615 OR A706, GRADE 60b. TIES AND STIRRUPS ....................................................ASTM A615 OR A706, GRADE 60c. WELDED WIRE FABRIC ................................................ASTM A1064d. ALL BARS TO BE WELDED .......................................... ASTM A706, GRADE 60NOTE: ALL BARS SHALL BE DEFORMED.

2. MAINTAIN CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS FOLLOWS (UNO):

PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS. WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR LONGITUDINAL BARS IS ADEQUATE.

3. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE". EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 24"OC. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN POSITIONS SHOWN ON THE PLANS. DO NOT USE WOOD OR BRICK TO SUPPORT REINFORCING.

4. SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, WALL FOOTINGS, ETC., SHALL HAVE A CLASS "B" LAP (1'-6" MIN) AND THE SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. WELDED WIRE FABRIC SHALL BE LAPPED 12" MINIMUM.

5. ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE.

6. BEND REINFORCING BARS COLD.

7. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST.

8. DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING UNO.

9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE.

10. CHAIRS OR SPACERS FOR REINFORCING SHALL BE PLASTIC WHEN RESTING ON EXPOSED SURFACES.

11. WHERE LONGITUDINAL REINFORCING BARS ARE PLACED IN 2 OR MORE LAYERS, BARS IN THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM LAYER.

12. ALL BENDS WITHIN STIRRUPS, HOOPS, AND CROSS-TIES SHALL ENGAGE A LONGITUDINAL BAR. PROVIDE #4 SPACER BAR WHERE A LONGITUDINAL BAR IS NOT SPECIFICALLY DETAILED.

13. WELDING OF REINFORCING BARS SHALL BE PERFORMED PER AMERICAN WELDING SOCIETY (AWS) D1.4 USING E90XX ELECTRODES FOR A615 REINFORCING AND E80XX ELECTRODES FOR A706 REINFORCING.

14. (SPECIAL SYSTEMS) THE FOLLOWING REINFORCEMENT SHALL COMPLY WITH ASTM A706:a. VERTICAL REINFORCEMENT AT INTERSECTIONS AND ENDS OF CONCRETE WALLS

ENCLOSED IN TIES OR STIRRUPS.b. LONGITUDINAL MOMENT FRAME REINFORCING BARS.

REINFORCING STEEL032000-0000 (04/10/19)

OTHER CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR#11 BARS AND SMALLER

3/4"

- FROM TOP OF SLAB 1 1/2"

- FROM BOTTOM OF SLAB 2"

STRUCTURAL SLABS ON GRADE

UNEXPOSED COLUMNS AND BEAMS 1 1/2"

UNEXPOSED RAISED SLABS AND WALL FACES(#11 BARS AND SMALLER)

3/4"

- #5 BARS AND SMALLER 1 1/2"

- #6 BARS AND LARGER 2"

FORMED AND EXPOSED TO EARTH OR WEATHER

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

CONDITION COVER

1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATIONS AND STANDARD OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), AS CONTAINED IN THE LATEST EDITION OF "AISC MANUAL OF STEEL CONSTRUCTION".

2. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.

3. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL STEEL UNO:

a. EXCEPT AS OTHERWISE NOTED, ALL BOLTS SHALL BE HIGH STRENGTH BOLTS.

b. WHERE WELDING TO GRADE 55 THREADED ANCHOR RODS IS REQUIRED, USEASTM F1554 GRADE 55 WITH SUPPLEMENT S1.

4. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL CONSTRUCTION" AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR REVIEW BY EOR PRIOR TO FABRICATION.

5. ALL WELDED HEADED STUDS, THREADED STUDS, AND DEFORMED BARS SHALL BE NELSON, OR EQUIVALENT, AND WELDED (IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS BY CERTIFIED WELDERS) SO AS TO FULLY DEVELOP THE TENSILE CAPACITY OF THE CONNECTOR.

6. BOLTS WITH UPSET THREADS ARE NOT ALLOWED. USE THE APPROPRIATE NUT AND WASHER TYPE FOR THE SPECIFIED BOLT.

7. ALL STEEL FABRICATION SHALL BE PERFORMED BY A LICENSED FABRICATOR.

8. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL PERMANENTLY EXPOSED TO THE ELEMENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION UNLESS A WEATHER PROOF COATING IS SPECIFIED BY THE ARCHITECT, UNO. STAINLESS AND WEATHERING STEELS, WHERE SPECIFIED, ARE EXEMPT FROM THIS REQUIREMENT. GALVANIZED SURFACES SHALL BE PROTECTED DURING CONSTRUCTION AND SHALL BE REPAIRED AS NECESSARY. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.

9. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR OTHER ITEMS NOT SHOWN IN THESE DRAWINGS.

10. WHERE STEEL IS EMBEDDED IN CONCRETE OR MASONRY, PROVIDE HOLES AS REQUIRED FOR PASSAGE OF CONTINUOUS REINFORCING BARS WHERE INDICATED ON DRAWINGS.

11. DO NOT CUT HOLES IN STRUCTURAL STEEL WITHOUT APPROVAL OF THE SEOR.

12. PLACE NON-SHRINK OR DRYPACK GROUT UNDER ALL BASE PLATES AND ALLOW TO CURE BEFORE APPLYING LOADS.

13. ALL WORK SHALL BE IN CONFORMANCE WITH ANY AND ALL TESTING, INSPECTION, QUALIFICATION, AND QUALITY ASSURANCE PROVISIONS AS REQUIRED BY THE BUILDING CODE AND ANY APPLICABLE STANDARDS. THESE STANDARDS INCLUDE, BUT ARE NOT LIMITED TO THE LATEST VERSION OF THE FOLLOWING: AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"; AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS", AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"; AWS D1.8 "STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT"; AND RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS". CONFORMANCE TO SUPPLEMENTS TO THESE STANDARDS, IF PUBLISHED ON OR BEFORE THE DATE OF PERMIT ISSUANCE, IS ALSO REQUIRED. ALTHOUGH THESE CONTRACT DOCUMENTS INCLUDE GENERAL REFERENCES TO CODES AND STANDARDS, AND REFERENCES TO OR INCLUSIONS OF SPECIFIED PROVISIONS, OMISSIONS OF ANY APPLICABLE CODE, STANDARD, OR PROVISION DOES NOT RELIEVE THE GENERAL CONTRACTOR FROM COMPLIANCE TO THE APPLICABLE REQUIREMENTS. COORDINATION OF QUALITY CONTROL AND QUALITY ASSURANCE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

STRUCTURAL STEEL051200-0000 (04/21/17)

HIGH STRENGTH PLATE ASTM A572, GRADE 50

THREADED RODS FOR ANCHOR BOLTS ASTM F1554, GRADE 55

WELDED HEADED STUDS ASTM A108

HIGH STRENGTH BOLTS (HSB) ASTM F3125 GR A325 TYPE N

MACHINE BOLTS (MB) ASTM A307

PIPESASTM A53 TYPE E OR S,

GRADE B (Fy = 35 KSI)

ROUND HOLLOW STRUCTURAL SECTIONS (HSS)ASTM A500, GRADE C (Fy = 46 KSI)

OR ASTM A1085

SQUARE OR RECTANGULAR HOLLOW STRUCTURALSECTIONS (HSS)

ASTM A500, GRADE C (Fy = 50 KSI)OR ASTM A1085

PLATES, ANGLES, CHANNELS ASTM A36

WIDE FLANGE SECTIONS & TEES ASTM A992

SHAPE MATERIAL / GRADE

1. WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL CONFORM TO THE "CODE FOR WELDING IN BUILDING CONSTRUCTION", AMERICAN WELDING SOCIETY (AWS), D1.1 AND THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

2. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS, AND SHALL BE CERTIFIED FOR THE WORK THEY ARE PERFORMING.

3. PROJECT WELDING SHALL BE PERFORMED ONLY IN ACCORDANCE WITH WELDING PROCEDURE SPECIFICATIONS (WPS) SUBMITTED BY THE CONTRACTOR AND REVIEWED BY THE EOR AND PROJECT WELDING INSPECTOR. THE WPS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE APPLICABLE AWS.

4. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED PER AWS D1.1 USING E70XX ELECTRODES UNLESS OTHERWISE NOTED.

5. ALL FULL PENETRATION WELDS SHALL BE ULTRA-SONIC TESTED PER AWS D1.1 AND D1.8 REQUIREMENTS AS APPLICABLE.

6. ALL GROOVE OR BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS, UNO. ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH.

7. ALL EXPOSED WELDS ON ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.

8. FIELD WELDS HAVE BEEN INDICATED WHERE THEY ARE EXPECTED TO OCCUR. THE CONTRACTOR SHALL DETERMINE THE ACTUAL FIELD WELDING NECESSARY TO COMPLETE THE PROJECT AND INCLUDE ALL ASSOCIATED COSTS WITHIN THE BASE BID.

WELDING051200-0006 (04/21/17)

1. SEE STRUCTURAL STEEL NOTES THIS SHEET FOR ADDITIONAL INFORMATION.

2. JOINT ASSEMBLIES USING HIGH-STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "AISC (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS".

3. ALL HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 OR ASTM A-490, NUTS SHALL CONFORM TO ASTM A-563 AND WASHERS SHALL CONFORM TO ASTM F-436.

4. PAINT SHALL NOT BE PERMITTED ON CONTACT SURFACES UNLESS NOTED OTHERWISE. CONTACT SURFACES OF BOLTED PARTS SHALL BE DESCALED AND FREE OF DIRT, OIL, BURRS, PITS, AND OTHER DEFECTS WHICH PREVENT SOLID SEATING OF PARTS.

5. ALL HIGH-STRENGTH BOLTS SHALL BE TIGHTENED TO THE AISC SNUG TIGHT CONDITION UNLESS SPECIFIED AS SLIP-CRITICAL.

6. SLIP-CRITICAL BOLTS SHALL HAVE CLASS "A" FAYING SURFACES. SLIP-CRITICAL JOINT ASSEMBLIES SHALL BE FULLY PRE-TENSIONED BY TURN-OF-NUT TIGHTENING, TENSION CONTROL CALIBRATED WRENCH TIGHTENING, TWIST-OFF BOLTS CONFORMING TO ASTM F1852, OR BY DIRECT TENSION INDICATOR TIGHTENING CONFORMING TO ASTM F959.

HIGH-STRENGTH BOLTS051200-0005 (04/21/17)

1. MATERIAL FOR METAL DECK SHALL HAVE A MIN YIELD STRENGTH OF 38 KSI AND CONFORM TO ASTM A653-SS GRADE 33 WITH GALVANIZED G60 COATING COMPLYING WITH ASTM A525.

2. SEE TYPICAL DETAILS FOR REINFORCING OF DECK AROUND OPENINGS. CONTRACTOR SHALL COORDINATE SIZE AND LOCATIONS OF OPENINGS WITH THE VARIOUS TRADES. NO LOADS SHALL BE HUNG FROM DECK WITHOUT APPROVAL OF EOR.

3. FLOOR AND ROOF DECK IS DESIGNED FOR UNSHORED CONSTRUCTION, UNO. MAINTAIN 3 SPAN CONDITION WHEREVER POSSIBLE (2 SPAN MIN) EXCEPT AT STAIR LANDING AND WHERE NOTED OTHERWISE ON PLANS.

4. PROVIDE 2" MINIMUM BEARING AT ALL SUPPORTS. END LAPS OF METAL DECK SHALL BE A MINIMUM OF 2" AND SHALL OCCUR ONLY OVER SUPPORTS. DECK SHALL BE LAID OUT SO THAT A LOW FLUTE FALLS ON EACH PARALLEL SUPPORT.

5. INSTALL DECK BY WELDING. USE PUDDLE WELDS OR WELDED STUDS TO SUPPORTS SPACED AS SHOWN ON CONSTRUCTION DRAWINGS. PUDDLE WELDS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 3/4" NOMINAL (1/2" EFFECTIVE) DIAMETER. SPACING FOR TOP SEAM, SIDE SEAM, BUTTON PUNCH, OR PUNCHLOK CONNECTION SHALL BE IN ACCORDANCE WITH DRAWINGS. SEE TYPICAL METAL DECK DETAILS.

6. SUBMIT SHOP DRAWINGS FOR METAL DECK TO THE EOR FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW TYPE OF DECK, LAYOUT OF DECK, THE SIZE AND LOCATION OF ANY OPENINGS OF WIDTH GREATER THAN 1'-0", AND ATTACHMENT METHOD.

7. ALTERNATES TO TYPE OF DECK AND FASTENING MAY BE USED WITH THE APPROVAL OF THE EOR. DECK PROPERTIES SHALL BE EQUAL TO OR GREATER THAN THOSE SHOWN ON THE PLANS. ANY DECK OR METHOD OF FASTENING SHALL HAVE AN EVALUATION REPORT APPROVING THE DECK FOR THE APPLICATION.

8. METAL DECK WITH CONCRETE FILL SHALL HAVE POSITIVE VENTING. DO NOT EMBED PIPES, SLEEVES, CONDUIT, ETC IN CONCRETE TOPPING, UNO.

9. WELDING OF METAL DECK SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.3.

METAL DECK053000-0000 (05/03/17)

UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE FOLLOWING APPLIES TO ALL POST-INSTALLED ANCHORAGE INTO HARDENED CONCRETE OR MASONRY WHICH INCLUDES TYPES SUCH AS EXPANSION, WEDGE, SLEEVE, ADHESIVE/EPOXY, SHOT-PIN, SCREW AND UNDERCUT.

1. INSTALL PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) EXCEPT AS OTHERWISE STATED IN THE SPECIFIED PRODUCT REPORTS. USE INSTALLATION PROCEDURES FOR CRACKED CONCRETE CONDITIONS. DO NOT USE CORE DRILL BITS FOR ANCHOR HOLES WITHOUT PRIOR EOR APPROVAL. COPIES OF INSTALLATION INSTRUCTIONS SHALL BE MAINTAINED ON SITE.

2. CLEAN OUT ANCHOR HOLES AND SET ANCHORS PER THE PRODUCT'S ICC REPORT FOR THE APPROPRIATE CONDITIONS. INSTALL UNDER SUPERVISION OF THE SPECIAL INSPECTOR WHERE REQUIRED.

3. PROVIDE CARBON STEEL ANCHORS AT DRY INTERIOR LOCATIONS AND STAINLESS STEEL TYPE 304 OR 316 AT EXTERIOR / DAMP INTERIOR LOCATIONS, REINFORCEMENT BARS TO RECEIVE CONCRETE COVER MAY BE UNCOATED. ANCHORS SHALL BE CLEAN AND FREE OF DEBONDING SUBSTANCES.

4. EMBEDMENT REFERS TO THE FINAL INSTALLED NOMINAL DEPTH "Hnom" AS DEFINED IN THE PRODUCT REPORT, REQUIRED ANCHOR HOLE DEPTH FOR INSTALLATION MAY BE DEEPER.

5. MAINTAIN A MINIMUM OF 2 INCHES FROM EXISTING REINFORCEMENT, CONDUIT, POST-TENSIONING (WHERE OCCURS), ETC. PRIOR TO DRILLING, CORING OR SHOOTING PINS INTO EXISTING CONCRETE OR MASONRY. USE NON DESTRUCTIVE TESTING TO LOCATE SUCH ITEMS, FOR INSTALLATION DEEPER THAN 3 INCHES USE GROUND PENETRATING RADAR OR X-RAY METHODS.

6. WHEN THE FULL ANCHOR EMBEDMENT DEPTH, SPACING OR EDGE DISTANCE CANNOT BE OBTAINED, NOTIFY THE EOR AND IOR.

7. FILL ABANDONED HOLES WITH EPOXY AND PATCH SPALLS USING NON-SHRINK GROUT AND REPAIR FINISHES AS REQUIRED. CLEAR DISTANCE BETWEEN NEW HOLES AND ABANDONED HOLES SHALL BE 2" OR TWO ANCHOR DIAMETERS, WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY EOR. ANCHORS PENETRATING THROUGH WATERPROOFING OR VAPOR MEMBRANES SHALL BE SEALED OR FLASHED.

8. INSTALL IN DRY CONCRETE OR MASONRY HAVING A MINIMUM AGE OF 21 DAYS.

9. ADHESIVE/EPOXY ANCHORS ON THIS PROJECT ARE NOT DESIGNED TO SUPPORT OR INTENDED TO RESIST SUSTAINED TENSION LOADS UNLESS NOTED OTHERWISE.

POST-INSTALLED ANCHORS030500-0000 (08/22/19)

1. SHOTCRETING SHALL CONFORM TO ALL REQUIREMENTS OF ACI 506, EXCEPT AS MODIFIED BY THE FOLLOWING REQUIREMENTS: APPLICATORS OF STRUCTURAL WET MIX SHOTCRETE SHALL HAVE A COPY OF ACI 506 ON EACH WORK SITE AT THE TIME OF SHOTCRETING. THE WORD "SHALL" SHALL BE SUBSTITUTED WHENEVER THE WORD "SHOULD" OCCURS IN ACI 506. THE CONCRETE MIX SHALL COMPLY WITH THE CODE AND SHALL NOT BE BATCHED VOLUMETRICALLY. A TEST CONSISTING OF AT LEAST TWO CYLINDERS AT 28 DAYS SHALL ALSO BE REQUIRED. ALL OTHER APPLICABLE REQUIREMENTS OF THE CODE (INCLUDING ALL REQUIREMENTS FOR PNEUMATICALLY PLACED WET MIXED MORTAR) SHALL APPLY, INCLUDING MAXIMUM TIME-IN MIXER.

2. SHOTCRETE MIX DESIGN AND TESTING SHALL COMPLY WITH ACI 506.2 AND CONCRETE NOTES.

3. STRUCTURAL WET MIX SHOTCRETE SHALL NOT BE PLACED WHERE THE STREAM FROM THE NOZZLE CANNOT DIRECTLY IMPINGE ON THE SURFACE ON WHICH THE CONCRETE IS TO BE PLACED. WHERE THE CONDITION PRECLUDES THE POSSIBILITY OF OBTAINING CORES FROM THE STRUCTURE, THIS METHOD SHALL NOT BE USED.

4. SHOTCRETE CONTRACTOR SHALL SHOW A MINIMUM OF 5 YEARS EXPERIENCE ON SIMILAR SEISMIC BUILDING PROJECTS AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ONLY A QUALIFIED PERSON ON THE NOZZLE WITH A MINIMUM OF THREE YEARS STRUCTURAL WET MIX SHOTCRETE EXPERIENCE AND POSSESSING WRITTEN DOCUMENTATION OF THAT EXPERIENCE SHALL APPLY WET MIX SHOTCRETE. THE WET MIX SHOTCRETE SUPERVISOR AND THE PERSON AT THE NOZZLE SHALL PROVIDE A RESUME APPROVED BY THE DEPARTMENT PRIOR TO PLACING. THE SUBCONTRACTOR WHO WILL PLACE THE SHOTCRETE SHALL SUPPLY A WRITTEN RESUME OF HIS/HER EXPERIENCE IN THE PLACING OF STRUCTURAL SHOTCRETE (OTHER THAN SWIMMING POOLS) AND LOCATIONS OF PREVIOUS JOBS APPROVED BY THE DEPARTMENT.

5. THE MINIMUM SPACING OF THE REINFORCING STEEL SHALL BE SIX BAR DIAMETERS FOR WALLS WITH ONE CURTAIN OF STEEL. WHERE TWO CURTAINS OF STEEL ARE PROVIDED, THE CURTAIN NEAREST THE NOZZLE SHALL HAVE A MINIMUM SPACING OF 12 BAR DIAMETERS AND THE REMAINING CURTAIN SHALL HAVE A MINIMUM SPACING OF SIX BAR DIAMETERS. REINFORCING STEEL SHALL HAVE A MINIMUM SPACING OF THREE BAR DIAMETERS AT SPLICES. IN ALL CASES, THE MINIMUM CLEAR DISTANCE BETWEEN REINFORCING BARS (OTHER THAN MESH) SHALL BE 2 1/2". EXCEPTION: CONTACT SPLICES MAY BE USED FOR NO. 5 BARS AND SMALLER.

6. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR IS REQUIRED DURING PLACEMENT OF SHOTCRETE AND TAKING OF CORES.

7. PREPARE PRECONSTRUCTION TEST PANELS FOR EXAMINATION BY THE SPECIAL INSPECTOR PRIOR TO JOB SHOTCRETE PLACEMENT. PREPARATION AND TESTING SHALL COMPLY WITH ASTM C 1140. PRODUCE TEST PANELS (4'-0"x4'-0" MINIMUM) FOR EACH PROPOSED MIX DESIGN, SHOOTING ORIENTATION AND NOZZLEMAN. PRECONSTRUCTION TESTING SHALL BE IN ACCORDANCE WITH ACI 506.2 SECTION 1.6, AND VISUAL EXAMINATION OF THE CORES SHALL BE IN ACCORDANCE WITH SECTION 1.7. ONLY NOZZLEMEN WITH A TEST PANEL MEAN CORE GRADE OF AT LEAST 2.5 SHALL BE ALLOWED TO PLACE SHOTCRETE. IF A PANEL IS REJECTED, A 2ND PANEL MAY BE SHOT; THE MEAN CORE GRADE OF THE 2ND TEST PANEL SHALL BE AT LEAST 2.5.

8. PRODUCE A CONSTRUCTION TEST PANEL FOR EACH MIX AND EACH WORK DAY OR EVERY 50 CUBIC YARDS, WHICHEVER IS LESS. OBTAIN TEST SPECIMENS FROM EITHER A JOB SITE TEST PANEL PER ASTM C 1140 OR IN-PLACE SHOTCRETE PER ASTM C 42. GRADE CORES WITH REINFORCEMENT PER ACI 506.2 SECTION 1.7. TEST UNREINFORCED CORES PER ACI 506.2 SECTION 1.6 FOR CONFORMANCE TO CONCRETE COMPRESSIVE STRENGTH INDICATED. CORE LOCATIONS SHALL BE FREE OF VOIDS AND REBOUND. CORE LOCATIONS SHALL BE SELECTED BY THE SPECIAL INSPECTOR WITH APPROVAL BY THE ENGINEER OF RECORD.

9. DETAILS OF COLD JOINTS, INCLUDING SLOPE OF JOINTS, SHALL BE PLACED ON THE APPROVED PLANS AND BE APPROVED WITH THE SIGNATURE OF THE DESIGN ENGINEER. WHEN SHOOTING UP TO UNDERSIDE OF EXISTING CONCRETE, THE LAST TWO INCHES SHALL BE DRY PACKED OR AN APPROVED METHOD OF DRY PNEUMATIC CONCRETE USED. EXCEPTION: PROVIDED THE DETAIL OF THE JOINT IS SLOPED SO THAT THE CLOSURE OF THE COLD JOINT MADE WITH STRUCTURAL WET MIX SHOTCRETE DOES NOT SAG AWAY FROM THE UPPER SURFACE AND PROVIDED BOTH SIDES OF THE COLD JOINT HAVE TAKEN THEIR INITIAL SET, THE JOINT CLOSURE MAY BE MADE WITH STRUCTURAL WET MIX SHOTCRETE.

10. REINFORCING STEEL WILL BE SECURELY TIED IN PLACE IN A MANNER THAT PREVENTS ANY MOVEMENT DURING THE WET MIX SHOTCRETING.

11. THE HEIGHT OF A LAYER SHALL BE LIMITED TO NOT MORE THAN THREE FEET AND A SUCCEEDING LAYER SHALL NOT BE PLACED IN MORE THAN 30 MINUTES. NO SLOUGHING OR SAGGING SHALL BE PERMITTED. EXCEPTION: A ENGINEER OF RECORD MAY AUTHORIZE A SUCCEEDING LAYER TO BE PLACED IN MORE THAN 30 MINUTES. FOR SUCCEEDING LAYERS EXCEEDING 30 MINUTES, TAPER JOINT TO A THIN EDGE. CLEAN AND WET JOINT PRIOR TO APPLYING SUCCEEDING LAYER. NO SLOUGHING OR SAGGING SHALL BE PERMITTED.

12. THE MINIMUM SLUMP SHALL BE 1 1/2" AND THE MAXIMUM SHALL BE 2 1/2". SLUMP SHALL BE MEASURED AT THE POINT OF DISCHARGE FROM THE MIXER.

13. A CAPABLE NOZZLEPERSON'S HELPER WITH AN AIR BLOW PIPE SHALL BE PROVIDED TO ASSIST THE NOZZLEPERSON IN KEEPING ALL REBOUND BUILD-UP OUT OF THE WORK.

14. ADDITIONAL WORKERS MAY BE REQUIRED TO TAKE REBOUND FROM THE WORK IF THE REBOUND CANNOT BE REMOVED BY THE AIR BLOW PIPE.

15. SHOTCRETE PLACEMENT OVER EARTH:a. RIGID BACKING: PRIOR TO SHOTCRETE APPLICATION, PLACE RIGID OR OTHER

APPROVED BACKING AGAINST EARTH WHERE THERE IS ANY LIKEHOOD OF SOIL BEING DISLODGED IN SUFFICIENT QUANTITY TO DAMAGE SHOTCRETE. ALSO, PLACE BACKING WHERE VOIDS IN EMBANKMENT ARE TO BE BRIDGED.

b. SLOUGHING EARTH: IF PREVIOUSLY PRESUMED SOLID EMBANKMENT SHOULD SLOUGH DIRT IN SUFFICIENT QUANTITY TO DAMAGE SHOTCRETE, DISCONTINUE SHOTCRETE PLACEMENT WORK IN THAT AREA UNTIL A RIGID BACKING IS INSTALLED AND CONTAMINATED SHOTCRETE IS REMOVED.

16. REMOVE LOOSE MATERIAL FROM SURFACE TO RECEIVE SHOTCRETE AND THOROUGHLY CLEAN AND WASH DOWN WITH WATER AND COMPRESSED AIR SURFACES. CONCRETE SURFACES SHALL BE THOROUGHLY WETTED PRIOR TO APPLICATION OF SHOTCRETE.

17. NO KEYWAYS OR EMBEDMENTS SHALL BE PLACED IN FRONT FACE THAT WILL INTERFERE WITH THE STREAM FROM THE NOZZLE.

18. THE CONTRACTOR SHALL PROVIDE A DESIGNATED LIAISON BETWEEN HIS/HER CREW, THE DEPUTY INSPECTOR AND THE BUILDING INSPECTOR.

19. THE SPECIAL INSPECTOR SHALL BE INTERVIEWED AND APPROVED BY DEPARTMENT REPRESENTATIVES PRIOR TO INSPECTING THE WORK AT THE JOBSITE, AND ONE DEPUTY SHALL BE ASSIGNED TO EACH NOZZLE.

20. REMOVE REBOUND AND DO NOT REUSE. CUT AWAY LAITANCE, SAGS, AND DEFECTS.

SHOTCRETE033713-0000 (04/21/17)

1. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL TEMPORARY SHORING AND BRACING AS REQUIRED TO SUPPORT EXISTING FRAMING WHERE SUPPORT ELEMENTS (BEAMS, COLUMNS, AND BEARING WALLS) ARE TO BE REMOVED, EXCAVATIONS, AND WHERE INDICATED ON THE DESIGN DOCUMENTS.

2. DESIGN LOADS FOR SHORING AND BRACING OF FRAMING SHALL BE INDEPENDENTLY DETERMINED, BUT NOT LESS THAN THE DEAD LOADS AS STATED IN STRUCTURAL DESIGN CRITERIA WHERE NOTED.

3. TEMPORARY SOIL CUTS SHALL NOT EXCEED SLOPES RECOMMENDED IN THE SOIL REPORT, NOR THOSE SHOWN ON THE SHORING DRAWINGS FOR CONSTRUCTION OF FOUNDATIONS.

4. EXCAVATIONS AND FOUNDATION-RELATED SHORING SHALL BE PERFORMED UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL ENGINEER. THE DESIGN OF SUCH SHALL BE BASED UPON RECOMMENDATIONS CONTAINED IN THE SOIL REPORT. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL DATA THEREIN AND SHALL KEEP A COPY OF THE REPORT AT THE JOB SITE AT ALL TIMES.

5. THE STRUCTURAL ENGINEER RESPONSIBLE FOR THE SHORING DESIGN (HEREAFTER CALLED THE SHORING ENGINEER) SHALL MAKE PERIODIC VISITS TO THE JOB SITE FOR THE PURPOSE OF OBSERVING THE INSTALLATION OF THE SHORING SYSTEM. OBSERVATIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING:

a. PRIOR TO THE START OF INSTALLATION, MEET WITH THE GEOTECHNICAL ENGINEER AND SHORING CONTRACTOR TO REVIEW ALL ASPECTS OF THE DESIGN AND INSTALLATION OF THE SHORING.

b. REVIEW OF CONDITIONS AT COMPLETION OF EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE SHORING ENGINEER AT LEAST 48 HOURS PRIOR TO EACH OF THE ABOVE REQUIRED OBSERVATIONS.

6. WHERE MONITORING OF SHORING IS INDICATED ON THE DESIGN DOCUMENTS, CONTROL POINTS SHALL BE ESTABLISHED BY A LICENSED SURVEYOR TO MONITOR ANY HORIZONTAL AND VERTICAL MOVEMENTS OF THE SHORING. INITIAL READINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL, AND WEEKLY DATA SHALL BE SUBMITTED AS WORK PROGRESSES AND THROUGHOUT THE CONSTRUCTION PERIOD. ADDITIONAL READINGS SHALL BE OBTAINED WHEN REQUESTED BY THE BUILDING OFFICIAL, SHORING ENGINEER OR GEOTECHNICAL ENGINEER. IF HORIZONTAL OR VERTICAL MOVEMENT EXCEEDS THE ALLOWED AMOUNT, THE GEOTECHNICAL ENGINEER, SHORING ENGINEER AND STRUCTURAL ENGINEER SHALL EVALUATE SUCH MOVEMENT AND RECOMMEND CORRECTIVE MEASURES, IF NECESSARY, BEFORE WORK IS CONTINUED.

SHORING AND EXCAVATIONS010000-0009 (05/05/17)

HOOKS, LAPS & DEVELOPMENT LENGTHS

BAR SIZE

STD HOOK DEVELOPMENT

LENGTH'LDH' (IN)

CLASS B LAP SPLICE 'LS' (IN)

DEVELOPMENT LENGTH 'LD' (IN)

#3 #4

#5 #6

#7 #8

#9 #10#11

#3 #4

#5 #6

#7 #8

#9 #10#11

68

1012

1416

182022

67

910

1214

151719

2229

3643

6372

8191

101

1925

3137

5462

707987

BOTT

2837

4756

8193

105118131

2432

4048

7080

91102113

TOP

1722

2833

4855

627078

1519

2429

4248

546167

BOTT

2229

3643

6372

8191

101

1925

3137

5462

707987

TOP

NOTES:1. SEE BUILDING CODE AND ACI

LATEST VERSION FOR ALL REQUIREMENTS NOT NOTED.

2. FOR LIGHTWEIGHT CONCRETE MULTIPLY LDH, LS AND LD VALUES SHOWN BY 1.33.

3. "TOP" BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS. ALL OTHER BARS ARE "BOTT" BARS.

4. WHERE REQUIRED LS CANNOT BE OBTAINED WITH STRAIGHT BARS, EXTEND REINFORCING AS FAR AS POSSIBLE (LDH MINIMUM) AND PROVIDE STANDARD HOOK, WHERE LDH CANNOT BE OBTAINED, CONSULT SEOR.

5. VALUES SHOWN ARE FOR GRADE 60 (FY=60 KSI) REINFORCEMENT.

6. SPLICE LENGTHS SHOWN ARE FOR CLEAR SPACING NOT LESS THAN 2DB, CONCRETE COVER NOT LESS THAN DB.

7. FOR EPOXY-COATED AND/OR BUNDLED REINFORCEMENT CONSULT SEOR.

8. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN TENSION, SPLICE LENGTH SHALL BE THE LARGER OF: LD OF THE LARGER BAR AND LS OF THE SMALLER BAR.

3000

PS

I N

WC

4000

PS

I N

WC

STAGGER 90° & 135° HK @ ADJACENT TIES

135°HK

90° HK

CAP / CROSS TIE

135°HK

BEAM TIE / STIRRUP

135°HK

CLOSED TIE / HOOP CIRCULAR TIE

STD HK TYP

6" MIN, STAGGER OVERLAPS @ ADJACENT TIES

STIRRUP & TIE HOOKS (#8 & SMALLER ONLY)

90° BEND

INSIDE BEND DIA, TYP

135° BEND

FOR STRAIGHT BAR EMBED, USE DEVELOPMENT LENGTH LD

INSIDE BEND DIA, TYP

90° HK

2 1/2" MIN SIDE COVER IS REQD

JOINT FACE @ STD HK

180° "U" HK

STD & CONFINED HOOKS(NON-STIRRUP/TIE)

NON-CONTACT SPLICE

CONTACT SPLICE

LAP SPLICES

1:6 MAX SHOP BEND ALLOWED

12DB (>#5)6DB (#3,#4,#5)

DB

DE

TA

ILIN

G D

IME

NS

ION

ING

6DB

6DB (#6,#7, & #8)4DB (#3,#4, & #5)

MIN HK EMBED LENGTH LDH

10DB (#14 & #18)

6DB (#8 & SMALLER)8DB (#9, #10 & #11)

MIN

12D

B

END COVER2" MIN

DB

2 1/2" MIN4DB MIN &

TYP

SPLICE LENGTH LS

LS/5

MA

X

1/2"

MIN

6" M

AX

,

DB

BAR OFFSET

1:6 MIN SHOP BEND ALLOWED

PERSCHED

WELD LENGTH PER SCHED

WELD LENGTH PER SCHED

PERSCHED

STL PL

CJP 45.00°

45.0

0°

CHIP OR GRIND ROOT TO SOUND METAL BEFORE WELDING SECOND SIDE

WELD SCHEDULE

BAR SIZEMIN WELD LENGTH

#3 3"

#4 3"

#5 3"

#6 4"

#7 5"

#8 5"

#9 6"

#10 6"

FLARE V-GROOVE WELDA

SINGLE V-GROOVE WELDWITH SPLIT PIPE BACKING

B

DOUBLE BEVEL GROOVEWELD

C

CJP GROOVE WELDE

FLARE BEVELGROOVE WELD

D

NOTES:1. WELDING SHALL BE WITH LOW HYDROGEN ELECTRODES E90XX FOR A615

REINFORCING OR E80XX FOR A706 REINFORCING AND SHALL CONFORM TO AWS-D1.4.2. ALL WELDING SHALL BE SUBJECT TO CONTINUOUS INSPECTION.3. REINFORCING BARS TO BE WELDED SHALL MEET THE REQUIREMENT OF ASTM A706.

1/1

6"

MAX1/8" 1/8"

MA

X1/

8"

1/16"

D/5

D

1/8

"

1/8"

1/16"

1/8

" 1/8"

DO NOT OVER CUT CORNERS. SAWCUT ONLY TO CORED HOLES.

SAWCUT OPNG

(N) OPNG IN (E) CONC OR MASONRY

(E) CONC OR MASONRY

CORE 6" DIA HOLE IN EA CORNER OF OPNG TO SAWCUTTING OPNG

CHIP OUT CORNER AS REQD FOR SQUARE OPNG

NOTES: 1. ALL OPENING LOCATIONS SHALL BE REVIEWED AND APPROVED BY THE

STRUCTURAL ENGINEER PRIOR TO CORING.2. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE THE LOCATION OF (E)

REINFORCING BARS PRIOR TO THE CUTTING OF (N) HOLES. LOCATE THE (N) OPENING IN SUCH A MATTER TO AVOID CONTACT WITH (E) REINFORCING.

3/4" CHAMFER, UNO

#4 DOWEL W/ STD HOOK @ 18"OC OR, #3 DOWEL DRILL & EPOXY @ 12"OC

OPTIONAL CONST JT LOCATION

(2) #4 CONT

CONC SLAB W/ 4" MIN THICKNESS

SEE A FOR HOOK & EPOXY EMBED

MIN EDGE DISTANCE ALSO APPLIES ADJ TO WALLS

ANCHORAGE PER PLAN

#4 @ 12"OC EA WAY

OPTIONAL CONST JT

3/4" CHAMFER UNO

#3 DOWELS @ 12"OC AROUND PERIMETER W/ STD HOOK OR DRILL & EPOXY W/ EMBED SHOWN

CONC SLAB W/ 4" MIN THICKNESS

EXTEND HOOK TO BOTT OF SLAB W/ MIN CLR COVER

CONCRETE CURBB

HOUSEKEEPING PADA

4" M

IN, 1

2" M

AX

SE

E A

RC

H

4" MIN, 8" MAXSEE ARCH

T

T

3" M

IN2/

3T

PER PLAN

DISTANCE, 4" MIN10 BOLT DIA EDGE

4" M

IN, 6

" M

AX

SE

E A

RC

H

(E) CONC WALL

(E) REINF WHERE OCCURS

(N) CORED HOLE

ADDL (N) CORED HOLE WHERE OCCURS

ELEVATION

NOTES:

1. ALL CORED HOLE LOCATIONS SHALL BE REVIEWED AND APPROVED BY THE SEOR PRIOR TO CORING.

2. PROVIDE NON-DESTRUCTIVE TESTING TO DETERMINE THE LOCATION OF (E) REINFORCING BARS PRIOR TO THE CORING OF (N) HOLES. LOCATE THE (N) CORED HOLES IN SUCH A MANNER TO AVOID CONTACT WITH (E) REINFORCING.

MIN

2'-0"

MAX

6"

MIN1 1/2" CLR

MIN

1 1/

2" C

LR

TIES/HOOPS AS INDICATED

LONGITUDINAL REINF AS INDICATED

ALTERNATE 90° AND 135° ENDS OF J- HOOKS IN SAME PLANE AND IN ADJECENT PLANES.HALF OF ALL J-HOOKS ENDS SHOULD BE 135° ON EACH SURFACE OF THE CAGE

135° HOOK END

90° HOOK END

#5 @ 12"OC MAX INTO EPOXY W/ 6" MIN EMBED, TYP(2 CURTAINS AT WALLS 9" OR THICKER)

ROUGHEN ALL (E) CONC SURFACES TO RECEIVE (N) CONC TO 1/4" AMPLITUDE, AND CLEAN AND MOISTEN PRIOR TO PLACEMENT OF (N) CONC, TYP.

INFILL W/3000 PSI CONC

(E) CONC PANEL

MAX

6"

TYP

3'-0" LAP

MA

X

6"

6"

(E) CONC WALL PER PLAN

TYP2"

1"

3'-0" MAX

CONC INFILL

(E) CONC SLAB

MAX

6"

#4 EPOXY DWL @ 12"OC, EW

CONC SLAB TO MATCH (E)

CONC BM WHERE OCCURS

EQ

EQ

HIT-RE 500-SD4" EMBED IN HILTI

HOLE(E) CORED

3" ±

1/2

"

SA

WC

UT

1" TYP1"

FILL W/ HIGH STRENGTH NON-SHRINK GROUT

(E) CONC PT SLAB

CONDITION @ CONC PT DECK

3" 1'-6" 3"SLOT WALL AND PLACE L6x4 ES PRIOR TO REMOVING WALL FOR OPNG

3/163 SIDES, TYP

ELEV

A-A, SIM

TY

P

6" M

AX

TY

P

24"

MA

X A-A

(E) BRICK MASONRY WALL

(E) FLOOR/ROOF

(E) FLOOR

CONTRACTOR'S OPTION TO PROVIDE 3" MAX SLOTTED HOLES FOR CONSTRUCTION TOLERANCE

3/16 2"

EA END, TYP@ ANGLES

L2x2x3/16, TYP @ TOP CORNERS

PL 3/16"x2" SQ, TYP @ BOTT CORNERS

TY

P2"

MA

X

3/16 2"

EA END,TYP @ PL's

1/2"Ø EPOXY THRU-BOLTS @ 24"OC MAX BETWEEN JAMBS

VIF

CL BOLT & MORTAR JOINT

L6x4 JAMB REINF BEYOND W/ 1/2"Ø EPOXY THRU-BOLTS @ 24"OC, MAX

L6x4x3/8 ES W/ 1/2"Ø EPOXY THRU-BOLTS PER ELEV

NOTE:HOLES TO BE CORED OR ROTARY DRILLED W/ NON IMPACT DRILL

L2x2 @ CORNERS

B-B

MIN

2'-6"

(E) CONC WALL

(E) CONC SLAB

SAWCUT OPENING PER 2/- AFTER INSTALLATION OF CHANNEL HEADER

ANCHORS @ 12"OC, MAX

(E) CONC WALL, BELOW SLAB

(6'-6" MAX)

PER ARCH

PLATE E.S. WALL W/ 5/8"Ø THRU-BOLTS IN EPOXY PER ELEV

SECTIONB-B

3" 1'-0" 1'-0"

8" M

AX

6" M

IN

PL 1/2"x3" WIDE x AS REQ'D ES

EQ

EQ

CLEAN (E) REINF OF ALL LOOSE RUST, DEBRIS AND COATINGS THAT MAY INHIBIT CONC BOND

PATCH W/ N.S. CONC / GROUT (4,000 PSI)

AR

OU

ND

PE

RIM

ET

ER

1/2"

SA

WC

UT

(DO NOT DISTURB (E) REINF)

CHIP OUT DAMAGED CONC.

ROUGHEN (E) CONC TO 1/4" AMPLITUDE (UNO)

ROUGHEN (E) CONC TO 1/4" AMPLITUDE (UNO)

PATCH W/ N.S. CONC / GROUT (4,000 PSI)

AR

OU

ND

PE

RIM

ET

ER

1/2"

SA

WC

UT

(4) #4 EPOXY DOWELS PER PLAN 4" 5"

EQ

EQ

TO BE INFILLED

24"Ø OR 24" SQ MAX (E) OPNG

PLAN @ ROUNDPLAN @ RECTANGULAR / SQUARE

2'-0" MAX

SE

E A

RC

H

(6"

MIN

)

A-ASECTION

(N) WINDOWOPNG

FLOOR LEVEL

1/2"∅x4" (S)TITEN HD @

24"OC MAX, TYP

(E) CONC WALL

L8x6x7/16 FRAME

CL BOLT & WALL

1" = 1'-0"

(E) CONC WALL

1" CHAMFER CUT @CONC EDGE

SEE ARCH

A-A, TYP

NTS

REINFORCEMENT DETAILS & DEVELOPMENT LENGTHS3

032000-0100

NTS

REINFORCING BAR WELDING6

032000-0101

NTS

SAW CUT OPENING2

030000-0100

NTS

CONCRETE PAD & CURB5

033053_01-0100



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TYPICAL CONCRETEAND MASONRYDETAILS

NTS

NEW CORED HOLES IN CONCRETE4

030000-0101

NTS

ALTERNATING HOOKS1

033100_07-0100

1" = 1'-0"

CONCRETE INFILL9

1" = 1'-0"

TYP CONC INFILL WITHOUT METAL DECK8

1" = 1'-0"

SLAB HOLE REPAIR7

1/2" = 1'-0"

NEW OPENING IN (E) REINFORCED BRICK MASONRY WALL10

1" = 1'-0"A-A

SECTION

1/2" = 1'-0"

DOOR OPENINGS IN (E) CONCRETE WALL12

1" = 1'-0"

REPAIR OF STRUCTURAL CONC SLAB11

1" = 1'-0"

INFILL OF HOLE IN (E) STRUCTURAL SLAB13

1/2" = 1'-0"

WINDOW OPENING IN (E) (E) CONCRETE WALL14



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3D VIEW

13D - VIEW

B

C

D

E

F

G

H

I

PL.E

PL.W

1PL.S 2 4 6 8 10 12 13 PL.N23 5 7 9 11 PL.N

8'-0" 9'-11" 11'-3 1/2" 14'-4 1/2" 6'-10" 9'-9" 11'-5 1/2" 11'-4" 9'-10 1/2" 15'-9 1/2" 5'-5" 4'-6" 8'-0" 5 3/8" 32'-0"

126'-6 1/2"

8" THK CONC WALL

8" THK CONC WALL

8" THK CONC WALL 16" THK CONC WALL

8" THK CONC WALL

16" THK CONC WALL

6" THK CONC WALL

8" THKCONC WALL

8" THK CONC WALL

8" THK CONC WALL

6"19

'-10"

19'-9

"26

'-8"

25'-1

1"17

'-9"

5'-1

0"17

'-9"

16'-0

"

150'

-0"

12.4

3'-0

"

3'-0"

10'-0

"

10'-0"

1'-2" THK FTG

3'-0"

10'-0

"

10'-0"

3'-0

"

1'-2" THK FTG

4'-3" THK FTG

3'-0

"

6'-0"

2'-6" THK FTG

6'-0

"

4'-3" THK FTG



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BASEMENTFOUNDATION PLAN

1/8" = 1'-0"1

BASEMENT FOUNDATION PLAN

DNDN

B

C

D

E

F

G

H

I

PL.E

PL.W

1PL.S 2 4 6 8 10 12 13 PL.N23 5 7 9 11 PL.N

8" THK CONC WALL

8" THK CONC WALL

8" THK CONC WALL

16" THK CONC WALL

16" THK CONC WALL

6" THK CONC WALL

8" THK CONC WALL

8" THK CONC WALL

8'-0" 9'-11" 11'-3 1/2" 14'-4 1/2" 6'-10" 9'-9" 11'-5 1/2" 11'-4" 9'-10 1/2" 15'-9 1/2" 5'-5" 4'-6" 8'-0" 5 3/8" 32'-0"

126'-6 1/2"

6"19

'-10"

19'-9

"26

'-8"

25'-1

1"17

'-9"

5'-1

0"17

'-9"

16'-0

"

150'

-0"

3'-0" SAW CUT WALL INTO 20'-0" LONG

12.4



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FIRST FLOOR FRAMINGPLAN

1/8" = 1'-0"1

FIRST FLOOR FRAMING PLAN

B

C

D

E

F

G

H

I

PL.E

PL.W

1PL.S 2 4 6 8 10 12 13 PL.N23 5 7 9 11 PL.N

A

8" THK CONC WALL

8" THK CONC WALL

16" THK CONC WALL

16" THK CONC WALL6" THK CONC WALL

8" THK CONC WALL

8'-0" 9'-11" 11'-3 1/2" 14'-4 1/2" 6'-10" 9'-9" 11'-5 1/2" 11'-4" 9'-10 1/2" 15'-9 1/2" 5'-5" 4'-6" 8'-0" 5 3/8" 32'-0"

126'-6 1/2"

6"19

'-10"

19'-9

"26

'-8"

25'-1

1"17

'-9"

5'-1

0"17

'-9"

12'-0

"4'

-0"

150'

-0"

3'-0" SAW CUT WALL INTO 20'-0" LONG

12.4



T: (415) 230-7097


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SECOND FLOORFRAMING PLAN

1/8" = 1'-0"1

SECOND FLOOR FRAMING PLAN

B

C

D

E

F

G

H

I

PL.E

PL.W

1PL.S 2 4 6 8 10 12 13 PL.N23 5 7 9 11 PL.N

A

8" THK CONC WALL8" THK CONC WALL

8" THK CONC WALL

8" THK CONC WALL

16" THK CONC WALL

8" THK CONC WALL 8" THK CONC WALL

8" THK CONC WALL 10" THK

CONC WALL

8" THK CONC WALL

8" THK CONC WALL

8'-0" 9'-11" 11'-3 1/2" 14'-4 1/2" 6'-10" 9'-9" 11'-5 1/2" 11'-4" 9'-10 1/2" 15'-9 1/2" 5'-5" 4'-6" 8'-0" 5 3/8" 32'-0"

126'-6 1/2"

6"19

'-10"

19'-9

"26

'-8"

25'-1

1"17

'-9"

5'-1

0"17

'-9"

16'-0

"

150'

-0"

12.4

WALL FILL FOREXISTING OPENING

8" THK CONC WALL

8" THK CONC WALL



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THIRD FLOOR FRAMINGPLAN

1/8" = 1'-0"1

THIRD FLOOR FRAMING PLAN

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 13 PL.N

INDICATES SAW CUT LOCATION ABOVE FLOOR TYP.

7" 8'-0" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 4'-6" 8'-0" 5 3/8"

127'-6 7/8"

17'-9

"5'

-10"

17'-9

"16

'-0"

57'-4

"

12.4

INDICATE BEAM STRENGTHENINGSEE DETAIL 1/S3.15, TYP



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4TH FLOORS FRAMINGPLAN

1/8" = 1'-0"1

FOURTH FLOORS FRAMING PLAN

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 13 PL.N

INDICATES SAW CUT LOCATION ABOVE FLOOR TYP.

7" 8'-0" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 4'-6" 8'-0" 5 3/8"

127'-6 7/8"

17'-9

"5'

-10"

17'-9

"16

'-0"

57'-4

"

12.4



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S2.06

TYPICAL FLOORFRAMING PLAN (5TH -13TH FLOORS)

1/8" = 1'-0"1

TYPICAL FLOOR FRAMING PLAN (5TH - 13TH FLOORS)

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 13 PL.N

7" 8'-0" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 4'-6" 8'-0" 5 3/8"

127'-6 7/8"

17'-9

"5'

-10"

17'-9

"16

'-0"

57'-4

"

12.4



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S2.15

ROOF FRAMING PLAN

1/8" = 1'-0"1

ROOF FRAMING PLAN

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 13 PL.N

7" 8'-0" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 21'-2 1/2" 4'-6" 8'-0" 5 3/8"

127'-6 7/8"

17'-9

"5'

-10"

17'-9

"16

'-0"

57'-4

"

12.4



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S2.16

STAIR ROOF PLAN

1/8" = 1'-0"1

STAIR 2 ROOF

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

B C D E F G H IPL.E PL.W


+62.78'3RD FLOOR ROOF

+60.28'





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S3.01

ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID 1

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'




+60.28'




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S3.02

ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID 2

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'




+60.28'




T: (415) 230-7097


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S3.03

ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID 4

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'




+60.28'




T: (415) 230-7097


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S3.04

ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID 6

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'




+60.28'




T: (415) 230-7097


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S3.05

ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID 8

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'




+60.28'




T: (415) 230-7097


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S3.06

ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID 10

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

ELEV. EQPM.ROOF

+180.55'




+60.28'





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ELEVATION

1/8" = 1'-0"1


1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

ELEV. EQPM.ROOF

+180.55'




+60.28'





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ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID 12.4

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

ELEV. EQPM.ROOF

+180.55'

BCDEFGHI PL.EPL.W


+62.78'3RD FLOOR ROOF+60.28'





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ELEVATION

1/8" = 1'-0"1


1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

1 PL.S2468101213 357911PL.N



12.4



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ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID B

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

1 PL.S2468101213 357911PL.N



12.4


INDICATE BEAM STRENGTHENINGSEE DETAIL 1/S3.15, SIM





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ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID C

1ST FLOOR+35.28'

2ND FLOOR+47.78'

3RD FLOOR+60.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

1 PL.S2468101213 357911PL.N



12.4






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ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID D

1ST FLOOR+35.28'

2ND FLOOR+47.78'

BASEMENT+26.28'

4TH FLOOR+73.28'

5TH FLOOR+81.95'

6TH FLOOR+90.61'

7TH FLOOR+99.28'

8TH FLOOR+107.95'

9TH FLOOR+116.61'

10TH FLOOR+125.28'

11TH FLOOR+133.95'

12TH FLOOR+142.61'

13TH FLOOR+151.28'

ROOF+159.95'

1 PL.S2468101213 357911PL.N



+60.28'



12.4



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ELEVATION

1/8" = 1'-0"1

ELEVATION AT GRID E

2" THICK GR. 50 TOP & BOTTOM PLATE, TYP

(E) BEAM

1" THICK GR. 50SIDE PLATE, TYP

(E) SLAB

(E) WALL

1" DIA ROD @ 12"OC, TYP

GRID

2'-0

"

1'-0"

6"

TYP1 1/2"

TYP1 1/2"

(E) COLUMN TIES, TYP

(E) COLUMN VERT. BARS, TYP

ANGLES, TYP

PLATE, TYP

(E) CONCRETE COLUMN

TITEN HD ANCHOR, TYP

A706 BARS ORWELDABLE RODS, TYP

PLAN VIEW(E) CONCRETE FLOOR

(E) CONCRETE BEAM

SECTION VIEW

(E) CONCRETE FLOOR

(E) CONCRETE BEAM

BAR STIFFENER,TYP

A706 BARS ORWELDABLE RODS, TYP

ANGLES, TYP

TITEN HD ANCHORS, TYP

PLATE, TYP

PJPTYP

3/16

3 SIDESTYP

(E) COLUMN

(E) WALL

(E) WALL

(E) WALL

FRP ANCHOR, TYP

VERT. FRP STRIPS:APPLY 1 LAYER OF CSS-CUCF44,12" WIDE STRIP, ORIENTED VERTICALLY

1/2" GAP, TYP



SECTIONC

(E) COLUMN

(E) WALL

(E) BEAM


EQ.

EQ.

EQ.

EQ.

FRP ANCHOR, TYP

SECTIONB

(E) COLUMN


FRP ANCHOR, TYP

FILLED WITH FX-225, 7000 PSIHIGH STRENGHT GROUT,ROUGHEN EXISTINGCONCRETE SURFACE

2'-5"

EQ.

1'-0" MIN, TYP

EQ.

SECTIONB

(E) COLUMN

(E) BEAM

HORZ. FRP STRIPS:APPLY 1 LAYER OF CSS-CUCF44 (2 SIDES)3" WIDE STRIP, ORIENTED HORIZONTALLY, TYP

VERT. FRP STRIP, TYP

2'-5"

ROUND EDGE OF ANCHORHOLE TO 3/4" MIN. RADIUS ATFRP ANCHOR BEND, TYP

3",

TY

P FRP THROUGH ANCHOR:APPLY (4) CSS-CA7546 ANCHORS PER23" WIDE STRIP, THROUGH 7/8" DIA HOLEAND 13" FAN, TYP

THE INSIDE CORNER SHOULDBE FILLED WITH PASTE, 2"RADIUS MIN., TYP

SECTIONA

(E) COLUMN

ANCHOR PATCH:APPLY 1 LAYER OF CSS-CUCF44,6" WIDE STRIP, 17" LONG, ORIENTED HORIZONTALLY, TYP

FRP THROUGH ANCHOR:APPLY (1) CSS-CA7541 ANCHORPER 6" WIDE STRIP, THROUGH 7/8"DIA HOLE AND 17" FAN, TYP

2'-5"

EQ.

EQ.

SECTIONE

(E) CONCRETE FLOOR, TYP

A

B

D

C

VIEW E

ROUND EDGE OF ANCHOR HOLETO 3/4" MIN/ RADIUS ATFRP ANCHOR BEND, TYP ANCHOR PATCH, TYP

HORZ. FRP STRIP, TYP

FIBER DIRECTION, TYP

1/2" BUTT SPLICE, TYP

FRP THROUGH ANCHOR, TYP

1/2" GAP, TYP

VERT. FRP STRIP, TYP

(E) BEAM, TYP

FRP THROUGH ANCHOR:APPLY (3) CSS-CA7541 ANCHORSPER 18" WIDE STRIP, THROUGH 7/8"DIA HOLE AND 17" FAN, TYP

FRP THROUGH ANCHOR NOTE:THROUGH ANCHORS GOING THROUGHBEAMS WILL NEED TO BE EXTENDED BY h-tf

FRP THROUGH ANCHOR:APPLY (3) CSS-CA7541 ANCHORSPER 18" WIDE STRIP, 10" EMBED INTO7/8" DIA HOLE AND 17" FAN, TYP

h-

t f

(E) WALL

TYP

6 1/2"

(E) SLAB ON GRADE

(E) FOUNDATION

ELEVATION VIEW

(E) FOOTING

DRILLED & EPOXY(12" EMBED), TYP

(E) SLAB

CLA

SS

"B

" LA

P, T

YP

CONC WALL PER PLAN

(E) WALL

CLA

SS

"B

" LA

P, T

YP

CLA

SS

"B

" LA

P, T

YP

CLA

SS

"B

" LA

P, T

YP

FILL 1" OVER-SIZED HOLESW/ HS NS GROUT, TYP

(E) SLAB

(E) SLAB

CONC WALL PER PLAN

#4 TIES @ 24"OC, EA WAY WITHDRILLED & EPOXY (6" EMBED)

DRILLED & EPOXY(6" EMBED), TYP



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STRENGTHENINGDETAILS

1" = 1'-0"

BEAM STRENGTHENING DETAIL1

1" = 1'-0"

COLUMN STRENGTHENING DETAIL STEEL OPTION2

1" = 1'-0"

COLUMN STRENGTHENING DETAIL RFP OPTION3

1" = 1'-0"

TYPICAL WALL STRENGTHENING DETAIL4

PHASE:

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44 GOUGH ST. SUITE 202

SAN FRANCISCO, CA 94103

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SCHEMATIC DESIGN

05.08.2020

Issued For:

ISSUE INFORMATION

Copyright Saida + Sullivan Design Partners, Inc. 2020

c

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MECHANICAL

TITLE SHEET

TURNING VANESTV

DRAWING NUMBERDETAIL NUMBER

CEILING SUPPLY DIFFUSER/REGISTER

CEILING RETURN GRILLE/REGISTER

RETURN AIR DUCT RISER/DROP

EXHAUST AIR DUCT RISER/DROP

CEILING EXHAUST GRILLE/REGISTER

WALL SUPPLY GRILLE/REGISTER

WALL RETURN OR EXHAUST GRILLE/REGISTER

SUPPLY AIR DUCT RISER/DROP

R or D

AL

FS

SLOPED DUCT (RISE OR DROP)

FLEXIBLE DUCT

SQUARE TO ROUND DUCT

FIRE-SMOKE DAMPER

ACOUSTICAL LINING (1" FIBERGLASS U.O.N.)

VOLUME DAMPERVD

TEMPERATURE SENSOR (MOUNT AT 48" AFF)

T

S

THERMOSTAT (MOUNT AT 48" AFF)T-STAT

DUCT CONTINUATION

BDD BACK DRAFT DAMPER

H HUMIDISTAT (MOUNT AT 48" AFF)

SLOT DIFFUSER WITH AIR DUCT

MECHANICAL SHEET NOTE

REFRIGERANT LIQUIDRL

REFRIGERANT SUCTIONRS

CO2 SENSOR

ABBR DESCRIPTIONSYMBOL

DRAWING NUMBERSECTION NUMBER

UNIT NUMBEREQUIPMENT TYPE

NECK SIZEAIR QUANTITYSYMBOL (4-WAY UON)

CEILING OUTSIDE AIR GRILLE/REGISTER

CEILING TRANSFER DIFFUSER/GRILLE

OUTSIDE AIR DUCT RISER/DROP

(D)

HHWS HEATING HOT WATER SUPPLY

HHWR HEATING HOT WATER RETURN

HHWS

HHWR

CHWS CHILLED WATER SUPPLY

CHWR CHILLED WATER RETURN

CHWS

CHWR

BOTTOM CONNECTION - BRANCH LINE

CIRCUIT SETTER

TEE DOWN

TEE UP

TOP CONNECTION - BRANCH LINE

PIPE DOWN

PIPE UP

PIPE ANCHOR

AUTOMATIC AIR VENT

EXPANSION LOOP

CAPPED OR PLUGGED TEE

EXPANSION JOINT

PIPE GUIDE

TEST TAP (PETE'S PLUG)

MANUAL AIR VENT

FLEXIBLE CONNECTOR

UNION

AAVMV

PRESSURE GAGE

THERMOMETER

PUMP

PRESSURE GAUGE WITH COCK

STRAINER WITH BLOW OFF

STRAINER

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

MOTORIZED BUTTERFLY VALVE

CHECK VALVE

GATE VALVE

DIRECTION OF FLOW

DIRECTION OF SLOPE

BUTTERFLY VALVE

RELIEF VALVE, P&T RELIEF VALVE

BALL VALVE

P&TRV

∅ DIAMETERAC AIR CONDITIONINGAFF ABOVE FINISHED FLOORAMP AMPEREARCH ARCHITECTURALBDD BACKDRAFT DAMPERSBHP BRAKE HORSEPOWERBLDG BUILDINGBOD BOTTOM OF DUCTBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURCFM CUBIC FEET PER MINUTECL CENTER LINECLG CEILINGDBT DRY BULB TEMPERATUREDN DOWNDSD DUCT MOUNTED SMOKE DETECTOR(E) EXISTINGEA EXHAUST AIREAT ENTERING AIR TEMPERATUREEER ENERGY EFFICIENCY RATIOELEC ELECTRICALESP EXTERNAL STATIC PRESSURE (IN WG)EWT ENTERING WATER TEMPERATUREF FAHRENHEITFA FACE AREAFLA FULL LOAD AMPSFD FIRE DAMPERFPM FEET PER MINUTEFSD FIRE/SMOKE DAMPERFT FEETGA GAUGEGAL GALLONSGALV GALVENIZEDGPM GALLONS PER MINUTEHD HEADHP HORSEPOWERHVAC HEATING VENTILATING AND ACHZ HERTZID INSIDE DIAMETERIN. INCHIN. W.G. INCHES WATER GAGE (PRESSURE)KW KILOWATTLAT LEAVING AIR TEMPERATURELBS POUNDSLF LINEAR FEETLWT LEAVING WATER TEMPERATUREMA MIXED AIR

MAX MAXIMUMMBH THOUSAND BTU PER HOURMECH MECHANICALMIN MINIMUM(N) NEWN/A NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NUMBER OR NORMALLY OPENNTS NOT TO SCALEOAT OUTSIDE AIR TEMPERATUREOBD OPPOSED BLADE DAMPEROC ON CENTEROD OUTSIDE DIMENSIONOSA OUTSIDE AIRPD PRESSURE DROPPH PHASEPLBG PLUMBINGPOC POINT OF CONNECTIONPOD POINT OF DEMOLITIONRA RETURN AIRREQ'D REQUIREDREV REVISIONRPM REVOLUTIONS PER MINUTESA SUPPLY AIRSAD SEE ARCHITECTURAL DRAWINGSSCD SEE CIVIL DRAWINGSSED SEE ELECTRICAL DRAWINGSSD SMOKE DAMPERSEER SEASONAL ENERGY EFFICIENCY RATIOSP STATIC PRESSURESPD SEE PLUMBING DRAWINGSSQ.FT. SQUARE FEETSSD SEE STRUCTURAL DRAWINGSTA TRANSFER AIRTCP TEMPERATURE CONTROL PANELTEMP TEMPERATURETOD TOP OF DUCTTYP TYPICALUC UNDERCUTUG UNDERGROUNDUON UNLESS OTHERWISE NOTEDVAV VARIABLE AIR VOLUMEVEL VELOCITYVFD VARIABLE FREQUENCY DRIVEWG WATER GAGEWT WEIGHT

NOTE: NOT ALL SYMBOLS APPLY

1. 2019 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.;3. 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;4. 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;5. 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;6. 2019 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.;7. 2019 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.;8. 2019 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R9. 2019 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R10. 2019 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.11. TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

REFERENCE CODE SECTION FOR NFPA STANDARDS - CBC(SFM) 3504.1TITLE 24 C.C.R. ACCESSIBILITY STANDARDSAMERICAN WITH DISABILITIES ACT (A.D.A., ADAAG) FEDERAL ACCESSIBILITY STANDARDS2019 OAKLAND CODE AMENDMENTS

M0.00 MECHANICAL TITLE SHEETM2.01 MECHANICAL BASEMENT FLOOR REMOVAL PLANM2.02 MECHANICAL 1ST FLOOR REMOVAL PLANM2.03 MECHANICAL 2ND FLOOR REMOVAL PLANM2.04 MECHANICAL 3RD FLOOR REMOVAL PLANM2.05 MECHANICAL 4TH FLOOR REMOVAL PLAN, TYP.M2.06 MECHANICAL ROOF REMOVAL PLANM2.21 MECHANICAL BASEMENT FLOOR PLANM2.22 MECHANICAL 1ST FLOOR PLANM2.23 MECHANICAL 2ND FLOOR PLANM2.24 MECHANICAL 3RD FLOOR PLANM2.25 MECHANICAL 4TH THROUGH 13TH FLOOR PLANM2.30 MECHANICAL ROOF PLAN

SYMBOLS

APPLICABLE CODES

ABBREVIATIONS NOTE: NOT ALL ABBREVIATIONS APPLY

1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS(C.C.R.), 2019 CMC.

2. ALL SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, FEDERAL ANDSTATE CODES AND ORDINANCES, AND SHALL MEET ALL REQUIREMENTS OF ALL AUTHORITIES HAVINGJURISDICTION.

3. SYSTEM LAYOUTS AS INDICATED ON DRAWINGS ARE GENERALLY DIAGRAMMATIC BUT SHALL BE FOLLOWED ASCLOSELY AS ACTUAL CONSTRUCTION WILL PERMIT.

4. PRIOR TO SUBMISSION OF BID, REVIEW FULL SET OF NEW CONSTRUCTION DRAWINGS (INCLUDING ALL OTHERTRADES). INCLUDE ANY ADDITIONAL PIPE OR DUCT OFF-SETS THAT ARE NOT CURRENTLY SHOWN ON DRAWINGSBUT MAY BE REQUIRED TO CLEAR STRUCTURE, FINISHES OR WORK OF OTHER TRADES. NO EXTRA PAYMENT WILLBE ALLOWED FOR WORK RESULTING FROM LACK OF PROPER INITIAL APPRAISAL OF ENTIRE SCOPE OF WORK.SUBMIT REQUESTS FOR INFORMATIONS (RFIS) AS REQUIRED TO ANSWER ANY QUESTIONS THAT MAY ARISE DURINGBIDDING PHASE. CLEARLY INDICATE SCOPE INCLUSION AND EXCLUSION IN BID.

5. FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, AND PERFORM ALL REQUIRED OPERATIONS TO PROVIDECOMPLETE AND OPERABLE MECHANICAL SYSTEM, IN ACCORDANCE WITH THE FULL INTENT AND MEANING OF THEDRAWINGS AND SPECIFICATIONS AND PER STANDARD TRADE PRACTICES.

6. WORKMANSHIP SHALL BE FIRST CLASS THROUGHOUT AND PERFORMED ONLY BY COMPETENT AND EXPERIENCEDWORKMEN IN A MANNER SATISFACTORY TO THE OWNER AND ARCHITECT.

7. ALL EQUIPMENT SHALL BE INSTALLED WITH SUFFICIENT ACCESS TO CONTROLS, FILTERS, ELECTRIC MOTORS, ETC.CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED.

8. COORDINATE ACCESS TO ALL DAMPERS, VALVES, AND OTHER SERVICEABLE EQUIPMENT.

9. PROVIDE BIRD SCREENS AT ALL INTAKE AND EXHAUST OPENINGS.

10. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS AS REQUIRED TO SEAL WEATHER TIGHT. (SEEARCHITECTURAL ROOFING DETAILS AND SPECIFICATIONS).

11. PROVIDE UL-LISTED/APPROVED THROUGH PENETRATION FIRE-STOPPING AT ALL DUCT, PIPE AND CONDUITPENETRATIONS OF FIRE-RATED WALLS, FLOORS, CEILING/FLOOR OR CEILING/ROOF ASSEMBLIES AND SHAFTSCOMPLIANT WITH CHAPTER 7 OF THE 2019 CALIFORNIA BUILDING CODE.

12. LIMITING TRANSMISSION OF NOISE AND VIBRATIONS IS EXTREMELY IMPORTANT. CONTRACTOR TO PAYPARTICULAR ATTENTION THAT PIPING, EQUIPMENT, AND DUCTWORK ARE INSTALLED SO AS NOT TO CHATTER ORRUB AGAINST OTHER MATERIALS, EQUIPMENT OR BUILDING STRUCTURE. PROVIDE ISOMODE PADS, INSULATION OROTHER SUITABLE MATERIALS TO AVOID DIRECT CONTACT AND NOISY CONDITIONS. SUFFICIENT CLEARANCES OFPIPING AND ITS ASSOCIATED COMPONENTS SHALL BE PROVIDED FROM ADJACENT JOIST, STUDS, BEAMS, COLUMNSDRYWALL, ETC. TO ALLOW FOR PIPE MOVEMENT DUE TO THERMAL EXPANSION AND STILL NOT COME IN CONTACTWITH STRUCTURE. INSULATION SHALL BE CONTINUOUS THROUGH PIPE HANGERS (PROVIDE SHEET METALINSULATION SHIELD AT EACH HANGER).

13. WHERE JOIST, STUD OR BEAM PENETRATIONS ARE REQUIRED, SIZE TO PROVIDE ADEQUATE CLEARANCE FROMPIPE BUT DO NOT SIZE FOR INSULATION. PROVIDE “ACCOUSTO-PLUMB” ISOLATORS AT EACH SUCH PIPEPENETRATION AND BUTT ENDS OF INSULATION TIGHT AGAINST FRAMING TO ELIMINATE ANY CONNECTIVE HEATLOSS. REVIEW ALL SUCH PENETRATIONS WITH ARCHITECT AND GENERAL CONTRACTOR BEFORE DRILLING ORNOTCHING. SEE STRUCTURAL DRAWINGS FOR CRITERIA ON JOIST PENETRATIONS - VERIFY WITH GENERALCONTRACTOR.

14. PROVIDE DIELECTRIC INSULATING CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

15. NOTIFY ARCHITECT AND GENERAL CONTRACTOR 48 HOURS IN ADVANCE BEFORE ANY TESTING.

16. PROVIDE DUCT AND PIPE INSULATION AND THERMOSTATS PER TITLE 24 REQUIREMENTS AND SPECIFICATIONS.

17. PER CALIFORNIA GREEN BUILDING STANDARDS CODE (PART 11 OF TITLE 24, CALIFORNIA CODE OF REGULATIONS):A. PROTECT DUCT OPENINGS AND MECHANICAL EQUIPMENT DURING CONSTRUCTION.B. LIMIT USE OF PERMANENT HVAC DURING CONSTRUCTION TO CONDITIONING NECESSARY FOR MATERIAL AND

EQUIPMENT INSTALLATION. IF PERMANENT HVAC IS USED DURING CONSTRUCTION, INSTALL MERV-8 FILTERSON RETURNS, AND REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING ISOCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION.

C. PROVIDE AT LEAST MERV-8 FILTERS IN AIR HANDLERS CONDITIONING REGULARLY OCCUPIED SPACES OFMECHANICALLY VENTILATED BUILDINGS.

D. DO NOT INSTALL EQUIPMENT THAT CONTAINS CFCS OR HALONS.

18. ENVIRONMENTAL CONTROLS IN THE MOBILITY UNITS SHALL NOT REQUIRE GRASPING OR TWISTING OF THE WRISTTO OPERATE.

19. ALL EXHAUST FAN DISCHARGES SHALL BE MINIMUM 3'-0" FROM ANY OPERABLE WINDOW.

20. ALL EXHAUST FAN DISCHARGES SHALL BE MINIMUM 10'-0" FROM A FORCED AIR INLET.

21. COMPLY WITH CHAPTER 7 & 7A OF 2019 CBC.

22. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER AND WIRING INFORMATION.

GENERAL MECHANICAL NOTES

SHEET INDEX

MECHANICAL SCOPE OF WORKRESIDENTIAL SCOPE:

1. REMOVE EXISTING BATHROOM FAN. RELOCATE EXISTING SUB DUCT UNIT TO COORDINATEWITH NEW SOFFIT. RELOCATE ELECTRICAL CONNECTION TO FAN. NEW FAN IS HARD WIREDTO 120V SUPPLY WITH SEPARATELY SWITCHED INTEGRAL LIGHT. INSTALL NEW BATHROOMFAN IN NEW SOFFIT.

2. REMOVE EXISTING KITCHEN EXHAUST GRILLE AND DAMPER. RELOCATE EXISTING SUB DUCTUNIT TO COORDINATE WITH NEW SOFFIT. INSTALL NEW KRH AND DUCT IN NEW SOFFIT.INSTALL NEW ELECTRICAL CONNECTION TO KRH. MOBILITY UNITS REQUIRE ACCESSIBLYLOCATED ROCKER SWITCHES FOR KRH FAN AND LIGHT.

3. REMOVE EXISTING ROOF MOUNTED KITCHEN EXHAUST FANS. INSTALL NEW ROOFMOUNTED KITCHEN EXHAUST SCAVENGER FANS. COORDINATE ROOF CURBS WITHSTRUCTURAL AND WATERPROOFING. PROVIDE EMERGENCY POWER CONNECTION TOSCAVENGER FANS.

4. REMOVE EXISTING BATHROOM VENTILATION CHASE ROOF CAP GOOSENECKS. INSTALL NEWBATHROOM EXHAUST SCAVENGER FANS ON NEW CURBS AT EACH BATHROOMVENTILATION CHASE. COORDINATE ROOF CURBS WITH STRUCTURAL ANDWATERPROOFING. PROVIDE EMERGENCY POWER CONNECTION TO SCAVENGER FANS.

5. REMOVE EXISTING HYDRONIC BASEBOARD HEATERS, RISERS, CONTROL VALVES,THERMOSTATS, AND WIRING. CAP HEATING HOT WATER PIPING WHERE RISERS HAVE BEENREMOVED. RESERVE BALANCE OF HYDRONIC HEATING SYSTEM TO SUPPLY HEATING HOTWATER TO LEVEL 1 AND 2 HEATING EQUIPMENT.

6. INSTALL NEW PACKAGED HEAT PUMP UNITS IN APARTMENTS. CREATE NEW WALL PENETRATIONSFOR HEAT PUMP AIR FLOW. COORDINATE WALL PENETRATIONS WITH ARCHITECTURE ANDWATERPROOFING. PROVIDE NEW 120V/20A ELECTRICAL CONNECTION TO HEAT PUMP UNITS.PROVIDE CONDENSATE DRAINAGE FROM EACH UNIT AS SHOWN IN PLANS. INCLUDE REMOTELYLOCATED TOUCH SCREEN THERMOSTATS AND WIRING.

OFFICE AND BASEMENT SCOPE:

1. REMOVE EXISTING HEATING HOT WATER BOILER AND ACCESSORIES IN PENTHOUSE TOREPLACE WITH NEW LOW NOx GAS FIRED BOILER AND ACCESSORIES IN PENTHOUSE.

2. RELOCATE HEATING HOT WATER PIPING, VAV BOXES AND HEATING COILS AS NEEDED FORSTRUCTURAL UPGRADES.

3. RELOCATE DUCTS AND ACCESSORIES IN AREAS SHOW FOR STRUCTURAL UPGRADES. ALLOWFUNDS FOR UNFORSEEN HVAC REMOVALS AND REPLACEMENTS NEEDED FOR STRUCTURALWORK.

FSFS

FD FIRE DAMPERFDFD

1M-1

1M-1

AC1

A XXX, FD12x12

#

MECHANICAL SCHEDULES

UPUP

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE1


ROOM, T.B.D.2

BUILDINGMAINTENANCE

ROOM3

NEWELEVATORMACHINE

ROOM, T.B.D.4

STORAGE5

STORAGE6

ELECTRICALEQUIP.

7

GARBAGEROOM

8


VAULT9

STAIR 1ST1

STAIR 2ST2

STAIR 3ST3

ELEV. 5EL5

ELEV. 1EL1

ELEV. 2EL2

ELEV. 3EL3

ELEV. 4EL4

12.4

REMOVE (E) EXHAUST DUCT FOR STRUCTURAL WORK

(E) PLENUM AND FAN UNIT TO REMAIN IN PLACE

PHASE:SCALE:

PLOT DATE:PROJECT NO:

44 GOUGH ST. SUITE 202SAN FRANCISCO, CA 94103T: 415.777.0991F: 415.777.0992 www.saidasullivan.com

Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.01

BASEMENTMECHANICALREMOVAL

1/8" = 1'-0"1 BASEMENT MECHANICAL REMOVAL

1 100% SD 05.08.2020

DNDN

VITREOUS CHINAC_URINALSDEXTERK-5016-ETVITREOUS CHINAC_URINALSDEXTERK-5016-ET

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

PL.N

LABORCOMPLIANCE

105

CCGSMANAGER

104

CCGS ADMIN.103

BUILDINGLOBBY

101

RECEPTION102

PASSAGE106

OFFICE107

DIRECTOR OFHUMAN

RESOURCES108

OFFICE109

HUMANRESOURCES

ADMINISTRATION110

DOCUMENTSTORAGE &

OFFICE111

CLOSET107A

PASSAGE112

CORRIDOR116

MEN130 WOMEN

131

PASSAGE113


STORAGE136

AUDIO ROOM133


134


KITCHEN135

PASSAGE114

PASSAGE128

STORAGE129

FINANCE DEPT.117

CONFERENCE125

STORAGE126

HR STORAGE127

FINANCEMANAGER

124

ACCOUNTGOFFICE III

123

ACCOUNTGOFFICE III

122

ACCOUNTGOFFICE III

121

SENIORBUDGETANALYST

120

CONTROLLER119

DIRECTOR OFFINANCE

118

CORRIDOR115


141

MAILBOXLOBBY

140

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2

STAIR 2ST2

STAIR 1ST1

STAIR 3ST3

PLANTER

EXTERIOR COURTYARD

EXTERIOR PATIO


12.4

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.02

FIRST FLOORMECHANICALREMOVAL

1/8" = 1'-0"1 1ST FLOOR MECHANICAL REMOVAL

1 100% SD 05.08.2020

SHEET NOTES

1. REMOVE AND RELOCATE DIFFUSER AND CONNECTION TO ACCOMODATE STRUCTURAL WORK.

1

1



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

PL.N

AA

STAIR 1ST1

STAIR 3ST3

STAIR 2ST2

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2 EXEC.

DIRECTORSTORAGE

206B

CORRIDOR206A

CORRIDOR206

MEN235

STORAGE231

CONFERENCE230

STORAGE233

PASSAGE232

WOMEN234

PASSAGE202

PASSAGE203 I.T. AREA

244

I.T. MANAGER245

I.T. AREA242

I.T. AREA243

I.T. DIRECTOR246

I.T. STORAGE247

I.T. LAB229

PASSAGE252

EMPLOYEESTAFF ROOM

KITCHEN254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE204

ORED ALCOVE251

COPY ROOM218

STORAGE248DIRECTOR

ASSETMANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.222

PROG MGR223

PROG MGR224

PROG MGR225

PROG MGR226

ASSIST ASSETMGR227

MPOE149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE217

CORRIDOR205

CORRIDOR205A

IDF ROOM150

STAFFATTORNEY

212

FUTURE211

CHIEFOPERATING

OFFICER210

OFFICE209

OFFICE213

EXECUTIVELOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE214


208

FUTUREOFFICE

215


MANAGER216


236

EXECUTIVEDIRECTOR

238

CLOSET239


240

CLOSET241

CLOSET237

COURTYARDBELOW

PATIOBELOW

12.4

M2.032

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.03

SECOND FLOORMECHANICALREMOVAL

1/8" = 1'-0"1 2ND FLOOR MECHANICAL REMOVAL

1 100% SD 05.08.2020

SHEET NOTES

1. REMOVE AND RELOCATE DUCTWORK AND CONNECTION TO ACCOMODATE STRUCTURAL WORK.

2. REMOVE AND PRESERVE CONNECTION TO HVAC VAV BOX FOR REINSTALLATION AFTER STRUCTURAL WORK.

1

2

1/8" = 1'-0"2 2ND FLOOR (E) HVAC VAV BOX

REF.

REF

.

DW

DW

PL.S

PL.S

1

1

3 5 7 9 11

13

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

(E) AH-1

(E) AH-1

(E) E-4

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.04

THIRD FLOORMECHANICALREMOVAL

1/8" = 1'-0"1 3RD FLOOR MECHANICAL REMOVAL

1 100% SD 05.08.2020

SHEET NOTES

1. REMOVE (E) AH-1 UNITS, DUCTWORK, AND DIFFUSERS. 2. REMOVE (E) E-4 FAN. PRESERVE (E) PENETRATION AT EXTERIOR WALL

TO COORDINATE WITH (N) BATH EXHAUST FANS.

1

1

2

REF. REF.REF.

REF. REF.REF.

REF.

REF. REF.

REF.

PL.S

PL.S

1

1

3 5 7 9 11

13

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

(E) HYDRONIC RADIATORS, TYP. 20

(E) BATH EXHAUST FAN, TYP. 10

(E) KITCHEN EXHAUST GRILLE, TYP. 10

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.05

FOURTH FLOORMECHANICALREMOVAL, TYP.

1/8" = 1'-0"1 4TH FLOOR MECHANICAL REMOVAL, TYP.

1 100% SD 05.08.2020

SHEET NOTES

1. REMOVE (E) HYDRONIC RADIATORS, RISERS, CONTROL VALVES, THERMOSTATS, AND WIRING. CAP HEATING HOT WATER PIPING WHERE RISERS ARE REMOVED. PRESERVE BALANCE OF HYDRONIC HEATING SYSTEM TO SUPPLY HEATING HOT WATER TO 1ST AND 2ND FLOOR HEATING EQUIPMENT.

2. REMOVE (E) BATH EXHAUST FANS. PRESERVE SUB DUCT FOR RELOCATION TO COORDINATE WITH SOFFIT.

3. REMOVE (E) KITCHEN EXHAUST GRILLES, DAMPERS, AND PRESERVE SUB DUCT FOR RELOCATION TO COORDINATE WITH SOFFIT.

1

2

3

PL.S

PL.S

1

1

3

3

5

5

7

7

9

9

11

11

13

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

(E) KITCHEN EXHAUST FAN, TYP. 3

(E) KITCHEN EXHAUST FAN, TYP. 7

(E) BATH EXHAUST GOOSENECK TERMINATIONS, TYP. 10

(E) HEATING HOT WATER BOILER

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.06

ROOF MECHANICALREMOVAL

1/8" = 1'-0"1 ROOF MECHANICAL REMOVAL

1 100% SD 05.08.2020

SHEET NOTES

1. REMOVE (E) KITCHEN EXHAUST FANS. PRESERVE CURB FOR (N) EXHAUST FAN INSTALLATION.

2. REMOVE (E) BATH EXHAUST GOOSENECK ROOF CAPS. PRESERVE CURB IN COORDINATION WITH REQUIRED ADAPTATION FOR INSTALLATION OF (N) EXHAUST FAN AT EACH BATH VENTILATION RISER.

3. REMOVE (E) HEATING HOT WATER BOILER AND ACCESSORIES. PRESERVE HEATING HOT WATER CONNECTIONS FOR REPLACEMENT OF (N) HHW BOILER FOR SMALLER LOAD ON 1ST AND 2ND FLOOR.

1 1

2

3

UPUP

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE1


ROOM, T.B.D.2

BUILDINGMAINTENANCE

ROOM3

NEWELEVATORMACHINE

ROOM, T.B.D.4

STORAGE5

STORAGE6

ELECTRICALEQUIP.

7

GARBAGEROOM

8


VAULT9

STAIR 1ST1

STAIR 2ST2

STAIR 3ST3

ELEV. 5EL5

ELEV. 1EL1

ELEV. 2EL2

ELEV. 3EL3

ELEV. 4EL4

12.4

REATTACH TO (E) EXHAUST FAN IN SAME LOCATION WITH ADEQUATE CLEARANCE OF (N) STRUCTURAL WORK

PROVIDE (N) EXHAUST FAN FOR GARBAGE ROOMTERMINATION AT SIDE EXTERIOR WALL

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.21

BASEMENTMECHANICAL PLAN

1/8" = 1'-0"1 BASEMENT MECHANICAL PLAN

1 100% SD 05.08.2020

DNDN


B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

LABORCOMPLIANCE

105

CCGSMANAGER

104

CCGS ADMIN.103

BUILDINGLOBBY

101

RECEPTION102

PASSAGE106

OFFICE107

DIRECTOR OFHUMAN

RESOURCES108

OFFICE109

HUMANRESOURCES

ADMINISTRATION110

DOCUMENTSTORAGE &

OFFICE111

CLOSET107A

PASSAGE112

CORRIDOR116

MEN130 WOMEN

131

PASSAGE113


STORAGE136

AUDIO ROOM133


134


KITCHEN135

PASSAGE114

PASSAGE128

STORAGE129

FINANCE DEPT.117

CONFERENCE125

STORAGE126

HR STORAGE127

FINANCEMANAGER

124

ACCOUNTGOFFICE III

123

ACCOUNTGOFFICE III

122

ACCOUNTGOFFICE III

121

SENIORBUDGETANALYST

120

CONTROLLER119

DIRECTOR OFFINANCE

118

CORRIDOR115

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2

STAIR 2ST2

STAIR 1ST1

STAIR 3ST3


141

MAILBOXLOBBY

140

12.4

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

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STR

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OAK

LAN

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A

HAR

RIS

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05/08/201902

M2.22

FIRST FLOORMECHANICAL PLAN

1/8" = 1'-0"1 1ST FLOOR MECHANICAL PLAN

1 100% SD 05.08.2020

SHEET NOTES

1. (N) ROUTING OF DIFFUSER AND CONNECTION TO ACCOMODATE STRUCTURAL WORK.

1

1



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

AA


206B

CORRIDOR206A

CORRIDOR206

MEN235

STORAGE231

CONFERENCE230

STORAGE233

PASSAGE232

WOMEN234

PASSAGE202


244

I.T. MANAGER245

I.T. AREA242

I.T. AREA243

I.T. DIRECTOR246

I.T. STORAGE247

I.T. LAB229

PASSAGE252

EMPLOYEESTAFF ROOM

KITCHEN254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE204

ORED ALCOVE251

COPY ROOM218

STORAGE248DIRECTOR

ASSETMANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.222

PROG MGR223

PROG MGR224

PROG MGR225

PROG MGR226

ASSIST ASSETMGR227

MPOE149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE217

CORRIDOR205

CORRIDOR205A

IDF ROOM150

STAFFATTORNEY

212

FUTURE211

CHIEFOPERATING

OFFICER210

OFFICE209

OFFICE213

EXECUTIVELOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE214


208

FUTUREOFFICE

215


MANAGER216


236

EXECUTIVEDIRECTOR

238

CLOSET239


240

CLOSET241

CLOSET237

STAIR 1ST1

STAIR 3ST3

STAIR 2ST2

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2

12.4

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

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STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.23

SECOND FLOORMECHANICAL PLAN

1/8" = 1'-0"1 2ND FLOOR MECHANICAL PLAN

1 100% SD 05.08.2020

SHEET NOTES

1. (N) RELOCATED DUCTWORK AND CONNECTION TO ACCOMODATE STRUCTURAL WORK.

2. (E) HVAC VAV BOX REINSTALLED AFTER STRUCTURAL WORK.

1

2

REF

. DW

REF

.

DW

TT

TT

T

TT T

PL.S

PL.S

1

1

3 5 7 9 11

13

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

HP1

HP1

HP1

HP1

HP1

HP1

HP1

EF1

EF1KRH

1

HP1

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

M2.24

THIRD FLOORMECHANICAL PLAN

1/8" = 1'-0"1 3RD FLOOR MECHANICAL PLAN

1 100% SD 05.08.2020

SHEET NOTES

1. (N) HP-1 INNOVA UNITS. EACH UNIT WITH (2) 6" ROUND OUTLET AND INLET STACKED.

2. FURR OUT WALL FLUSH WITH COLUMN. MOUNT HP-1 SIDE WALL ADAPTOR TO FURRED WALL. PENDING ARCHITECTURAL APPROVAL.

3. (N) EF-1 BATH EXHAUST FANS. COMBINE FAN TERMINATIONS TO ROUTE OUT (E) PENETRATION IN EXTERIOR WALL.

4. INSTALL (N) KRH-1 COMMUNITY KITCHEN RANGE HOOD. 7" ROUND EXHAUST TERMINATION OUT SIDE EXTERIOR WALL.

5. (N) WALL MOUNTED THERMOSTAT CONTROLLER FOR (N) HP-1 UNITS.

2

22

11 1 1 1

1

1 133

4

55

55

5

5 5

5

REF

.

REF.

REF

.

REF.REF.


T

T

T

TT

T

T

TT

T

T

T

T

TT

T

T

TT

T

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A402

1BR-B404

1BR-A406

1BR-B408

1BR-A410

TENANTSTORAGE

414

STAIR 1ST1

GARBAGE CHUTE413

1BR-A409

1BR-B407

1BR-A.1405

1BR-B403

1BR-M401

STAIR 2ST2

LOBBY411

CORRIDOR412

EXIT CORRIDOR1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

HP1

KRH1

KRH1

KRH1

KRH1

KRH1

EF1

EF1

EF1

EF1

EF1

KRH1

KRH1

KRH1

KRH1

KRH1

EF1

EF1

EF1

EF1

EF1

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Project & Owner:

Sheet Title:

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Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

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LAN

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05/08/201902

M2.25

FOURTH THROUGHTHIRTEENTH FLOORMECHANICAL PLAN

1/8" = 1'-0"1 4TH THROUGH 13TH FLOOR MECHANICAL PLAN

1 100% SD 05.08.2020

SHEET NOTES

1. (N) HP-1 INNOVA UNITS. EACH UNIT WITH (2) 6" ROUND OUTLET AND INLET STACKED.

2. (N) EF-1 BATH EXHAUST FANS. COORDINATE SUB DUCT FOR LOCATION WITH SOFFIT.

3. (N) KRH-1 KITCHEN RANGE HOODS. SUB DUCT FOR LOCATION WITH SOFFIT.

4. (N) WALL MOUNTED THERMOSTAT CONTROLLER FOR (N) HP-1 UNITS.

1111111111

1 1 1 1 1 1 1 1 1 1

2

3

2

3

2

3

2

3

2

3

3 3 3 3 3

222 2 2

4

4 4

4

4

4

4

4

4

4

44

44 4

4

4

4

44

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

EQUIPMENTROOM

R3

EQUIPMENTROOM

R2

STAIR 2ST2

STORAGER1

ELEV. 3EL3

ELEV. 4EL4

EF3

EF3

EF3

EF3

EF3

EF3

EF3

EF2

EF2

EF2

EF2

EF2

EF2

EF2

EF2

EF2

EF2

B1

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Project & Owner:

Sheet Title:

Consultants:

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Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

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05/08/201902

M2.30

ROOF MECHANICALPLAN

1/8" = 1'-0"1 ROOF MECHANICAL PLAN

1 100% SD 05.08.2020

SHEET NOTES

1. (N) KITCHEN EXHAUST FANS. INSTALL AT (E) CURB.2. (N) BATH EXHAUST FANS. INSTALL AT (E) CURB.3. INSTALL (N) B-1 HEATING HOT WATER BOILER AND ACCESSORIES.

CONNECT TO (E) HEATING HOT WATER CONNECTIONS FOR 1ST AND 2ND FLOOR.

11111

2 2 2 2 2

1

2 2 2 2 2

1111

3

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:



T: 415.777.0991

F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:


SCHEMATIC DESIGN

05.08.2020

Issued For:

ISSUE INFORMATION


c

1621 H

AR

RIS

ON

S

TR

EE

T,

OA

KLA

ND

, C

A

HA

RR

IS

ON

T

OW

ER

05/08/20

1902

P0.00

1 100% SD 05.08.2020

PLUMBING

TITLE SHEET

ABBR DESCRIPTIONSYMBOL

CV

UN

GV

CHECK VALVE

UNION

GATE VALVE

PRV

GC

BV

BLNV

BFV

PTRV

PG

RPBP

CS

PRESSURE REDUCING VALVE

GAS COCK

BALL VALVE

CIRCUIT SETTER

BUTTERFLY VALVE

THERMOMETER

REDUCED PRESSURE BACKFLOW PREVENTER

PRESSURE GAUGE WITH GAUGE COCK

PRESSURE AND TEMPERATURE RELIEF VALVE

BALANCING VALVE

PETE'S PLUG

HB HOSE BIBB

SANITARY SEWER (ABOVE FLOOR OR OVERHEAD)

SANITARY VENT

SS

V

INDIRECT WASTEIW

SANITARY SEWER (UNDERGROUND/UNDERSLAB)

COLD WATER SUPPLY

HW

HWR

CW

TW TEMPERED WATER

HOT WATER SUPPLY

HOT WATER RECIRCULATING

G GAS - LOW PRESSURE

PIPE BREAK

FCO, COTG FLOOR CLEANOUT OR CLEANOUT TO GRADE

PIPE RISER UP (ELBOW)

PIPE RISER DOWN (ELBOW)

CONDENSATE DRAINCD

DRAWING NUMBERDETAIL NUMBER

DRAWING NUMBERSECTION NUMBER

UNIT NUMBEREQUIPMENT TYPE

1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS (C.C.R.), 2019 CPC.

2. ALL SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, FEDERAL AND STATE CODES ANDORDINANCES, AND SHALL MEET ALL REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION.

3. DRAWINGS SHOWING THE LOCATIONS OF PLUMBING EQUIPMENT, PIPING, ETC. ARE DIAGRAMMATIC AND JOB CONDITIONS WILL NOT ALWAYSPERMIT THEIR INSTALLATION ON THE LOCATIONS SHOWN. THE PLUMBING DRAWINGS SHOW THE GENERAL ARRANGEMENTS OF EQUIPMENT,PIPING, ETC. AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHER TRADES WILL PERMIT. THEARCHITECTURAL DRAWINGS SHALL BE PART OF THE WORK INSOFAR AS THESE DRAWINGS FURNISH THE CONTRACTOR WITH INFORMATIONRELATING TO DESIGN AND CONSTRUCTION OF THE BUILDING.

4. FURNISH AND INSTALL ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH ARE NECESSARY TO PROVIDE A COMPLETE AND WORKABLESYSTEM.

5. PRIOR TO SUBMISSION OF BID, REVIEW FULL SET OF NEW CONSTRUCTION DRAWINGS (INCLUDING ALL OTHER TRADES). INCLUDE ANYADDITIONAL PIPE OFF-SETS THAT ARE NOT CURRENTLY SHOWN ON DRAWINGS BUT MAY BE REQUIRED TO CLEAR STRUCTURE, FINISHES ORWORK OF OTHER TRADES. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK RESULTING FROM LACK OF PROPER INITIAL APPRAISAL OF ENTIRESCOPE OF WORK. SUBMIT REQUESTS FOR INFORMATION (RFIS) AS REQUIRED TO ANSWER ANY QUESTIONS THAT MAY ARISE DURING BIDDINGPHASE. CLEARLY INDICATE SCOPE INCLUSION AND EXCLUSION IN BID.

6. FOR PLUMBING PIPING PENETRATING THRU, UNDER AND PARALLEL TO JOISTS, BEAMS AND FOOTINGS, SEE STRUCTURAL DETAILS. PIPEINSTALLATION OTHER THAN SHOWN ON STRUCTURAL DETAILS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.

7. FOR EXACT LOCATIONS OF PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS.

8. FOR EXACT LOCATIONS OF ROOF DRAINS AND OVERFLOW ROOF DRAINS, SEE ARCHITECTURAL DRAWINGS AND DETAILS.

9. COORDINATE WITH CIVIL DRAWINGS FOR SITE CONNECTIONS TO THE FIRE, COLD WATER, GAS, SANITARY SEWER AND STORM DRAIN STUBOUTS.

10. PROVIDE CLEANOUTS ON DRAINAGE LINES IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND AS INDICATED ON THE DRAWINGS.

11. ALL STORM DRAIN PIPING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS OTHERWISE NOTED ON THE DRAWINGS.

12. ALL SANITARY SEWER PIPING SHALL BE SLOPED AT 1/4" PER FOOT FOR PIPING LESS THAN 4" IN DIAMETER AND AT 1/8" PER FOOT FOR PIPES 4" ORGREATER UNLESS NOTED OTHERWISE.

13. PROVIDE DEEP SEAL TRAPS ON ALL FLOOR DRAINS AND FLOOR SINKS IN THE MECHANICAL ROOMS.

14. ALL PLUMBING EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURES.

15. WHERE MAIN PIPE SIZE IS NOT INDICATED BETWEEN BRANCH CONNECTIONS ON THE DRAWING, THE PIPE SIZE SHALL BE OF THE PRECEDING PIPESIZE.

16. ALL VALVES AND ACCESSORIES SHALL BE FULL LINE SIZE. PROVIDE ALL NECESSARY UNIONS, REDUCERS AND STOPS AS REQUIRED WHENCONNECTING TO EACH FIXTURE AND/OR EQUIPMENT.

17. KEEP ALL PLUMBING PIPING AS HIGH AS POSSIBLE TO THE STRUCTURE ABOVE AND OFFSET PIPING AS REQUIRED.

18. INSTALL ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS AND WALLS FOR VALVES AND OTHER MAINTENANCE ITEMS. REFER TOARCHITECTURAL PLANS FOR TYPES OF CEILINGS AND WALLS. INSTALL SECURITY ACCESS PANELS IN SECURITY CEILINGS AND WALLS. INSTALLFIRE RATED ACCESS PANELS IN FIRE RATED CEILINGS AND WALLS, SEE SPECIFICATIONS. ALL ACCESS PANEL/DOOR LOCATIONS SHALL BEAPPROVED BY THE ARCHITECT. OFFSET PLUMBING PIPING AND ACCESSORIES AS REQUIRED.

19. CLOSELY COORDINATE WORK WITH ALL TRADES.

20. FOR ANY CONFLICT IN THE DRAWINGS AND/OR SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. ANY SUCH CONFLICTSHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR RESOLUTION PRIOR TO THE CONSTRUCTION OF SUCH ITEMS.

21. CHANGES IN THE DIRECTION OF DRAINAGE FLOW SHALL BE PER CALIFORNIA PLUMBING CODE.

22. ALL SANITARY VENTS SHALL TERMINATE AT LEAST 6" ABOVE ROOF AND AT LEAST 12" FROM ANY VERTICAL SURFACE. PROVIDE MINIMUM 10'CLEARANCE FROM VENT TERMINATIONS TO OUTSIDE AIR INLETS OR OPENINGS IN THE BUILDING.

23. PROVIDE VALVES WHERE SHOWN ON FLOOR PLAN AND PIPING DIAGRAMS.

24. ALL PIPING PENETRATION THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH UL-LISTED AND CALIFORNIA FIRE MARSHAL LISTEDSEALANTS. SEE ARCHITECTURAL DRAWINGS FOR ALL LOCATIONS.

25. PROVIDE DIELECTRIC INSULATING CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

26. PROVIDE INSULATION ON HW AND HWR PIPING AS REQUIRED BY CALIFORNIA ENERGY CODES.

27. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVES AND DRAIN PIPING PER CALIFORNIA PLUMBING CODE.

1. 2019 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.;3. 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;4. 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;5. 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;6. 2019 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.;7. 2019 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.;9. 2019 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R;10. 2019 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R (PENDING ADOPTION)11. 2019 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.12. TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

NFPA 13, AUTOMATIC SPRINKLER SYSTEM, CURRENT EDITIONNFPA 24, PRIVATE FIRE SERVICE MAINS, CURRENT EDITIONREFERENCE CODE SECTION FOR NFPA STANDARDS - CBC(SFM) 3504.1TITLE 24 C.C.R. ACCESSIBILITY STANDARDSAMERICAN WITH DISABILITIES ACT - 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN2019 OAKLAND CODE AMENDMENTS

SCOPE OF WORK

APPLICABLE CODES

GENERAL PLUMBING NOTES

NOTE: NOT ALL SYMBOLS APPLYSYMBOLS

ABBREVIATIONS NOTE: NOT ALL ABBREVIATIONS APPLY

PLUMBING FIXTURE IDENTIFICATIONT-1

ABC ABOVE CEILINGAC AIR CONDITIONINGAFF ABOVE FINISHED FLOORAG ABOVE GRADEAMP AMPERESARCH ARCHITECTURALBFF BELOW FINISHED FLOORBG BELOW GRADEBHP BRAKE HORSEPOWERBLDG BUILDINGBOF BOTTOM OF FOOTINGBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURCFH CUBIC FEET PER HOURCLG CEILINGCONC CONCRETECOTG CLEAN OUT TO GRADEDIA DIAMETER(E) EXISTINGEA EACHEFF EFFICIENCYELEC ELECTRICALEWT ENTERING WATER TEMPERATUREFD FLOOR DRAINFT FOOT OR FEETFU FIXTURE UNITGA GAUGEGAL GALLONGALV GALVANIZEDGPH GALLONS PER HOURGPM GALLONS PER MINUTEH&CW HOT AND COLD WATERHD HEADHP HORSEPOWERHVAC HEATING, VENT & AIR CONDITIONINGID INSIDE DIAMETERIE INVERT ELEVATIONIN INCHKW KILOWATTS

LAB LABORATORYLBS POUNDSLVL LEVELLWT LEAVING WATER TEMPERATUREMAX MAXIMUMMBH THOUSAND BTU PER HOURMIN MINIMUMMISC MISCELLANEOUSN/A NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETERPD PRESSURE DROPPOC POINT OF CONNECTIONPOD POINT OF DEMOLITIONPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH GAUGERIO ROUGH-IN ONLYRPM REVOLUTIONS PER MINUTESAD SEE ARCHITECTURAL DRAWINGSSCD SEE CIVIL DRAWINGSSED SEE ELECTRICAL DRAWINGSSMD SEE MECHANCAL DRAWINGSSL SLOPESP STATIC PRESSURESPECS SPECIFICATIONSSTD STANDARDSTRUCT STRUCTURALTDH TOTAL DYNAMIC HEADTEMP TEMPERATURETYP TYPICALUF UNDERFLOORUG UNDERGROUNDUON UNLESS OTHERWISE NOTEDV VENT OR VOLTSVTR VENT THROUGH ROOFW WATTSWT WEIGHT

WCO, CO WALL CLEANOUT OR CLEANOUT

MAIN WATER SHUT FOR BUILDING

PLUMBING SHEET NOTE

P0.00 PLUMBING TITLE SHEETP2.01 PLUMBING BASEMENT FLOOR REMOVAL PLANP2.03 PLUMBING 2ND FLOOR REMOVAL PLANP2.04 PLUMBING 3RD FLOOR REMOVAL PLANP2.05 PLUMBING 4TH FLOOR REMOVAL PLAN, TYP.P2.06 PLUMBING ROOF REMOVAL PLANP2.21 PLUMBING BASEMENT FLOOR PLANP2.23 PLUMBING 2ND FLOOR PLANP2.24 PLUMBING 3RD FLOOR PLANP2.25 PLUMBING 4TH THROUGH 12TH FLOOR PLAN & 13TH FLOOR PLANP2.30 PLUMBING ROOF PLANP3.00 PLUMBING PIPING RISERSP3.01 PLUMBING PIPING RISERSP4.02 PLUMBING 2BR MANAGER UNIT PLANSP4.03 PLUMBING 1BR UNIT PLANS

SHEET INDEX

1M-1

1M-1

WH1

1

RESIDENTIAL SCOPE:

1. REMOVE DOMESTIC WATER PIPING. REPIPE DOMESTIC WATER PIPING WITH TYPE-L COPPER PIPE.

2. INSPECT SANITARY SEWER AND VENT RISERS AND CONNECTIONS TO FIXTURES ON A REPRESENTATIVE BASIS APPROVED BY OHA. REPLACEDEFECTIVE OR OBSOLESCENT COMPONENTS.

3. INSTALL NEW PLUMBING FIXTURES PER PLUMBING SCHEDULE. INCLUDE NEW SHUT OFF VALVES AND CONNECTORS WITH ALL NEW FIXTURES.

4. ADD ALTERNATE: REPLACE EXISTING DHW BOILER WITH NEW ULTRA-LOW NOx GAS FIRED WATER HEATER.

OFFICE AND BASEMENT SCOPE:

1. REMOVE DOMESTIC WATER PIPING THAT HAS NOT BEEN UPGRADED AS PART OF THE OFFICE AREA IMPROVEMENT WORK, ANDCONNECTIONS ASSOCIATED WITH THE RESIDENTIAL DOMESTIC WATER PIPING RISERS. REPLACE DOMESTIC WATER PIPING THAT WASREMOVED WITH TYPE-L COPPER PIPE.

2. REMOVE AND REPLACE PIPING IN LOCATIONS SHOWN TO ACCOMMODATE STRUCTURAL UPGRADE WORK. ALLOW FUNDS FOR UNFORSEENPIPE REMOVAL AND REPLACEMENT.

3. INSPECT SANITARY SEWER AND VENT RISERS AND CONNECTIONS TO FIXTURES ON A REPRESENTATIVE BASIS THAT IS ACCEPTABLE TO OHA.REPLACE ANY DEFECTIVE OR OBSOLESCENT COMPONENTS. CAMERA ALL LATERALS AND CONNECTIONS TO THE STREET. IDENTIFY AND REPAIRANY PIPE SLOPE PROBLEMS, BREAKS, DEGRADATION AND FAULTY CONNECTIONS, INCLUDING CONNECTIONS TO CITY SEWER MAIN. ALLOWFUNDS FOR UNFORSEEN REPAIRS.

PLUMBING SCHEDULES

PROVIDE A FULLY ENGINEERED DESIGN-BUILD SOLAR THERMAL SYSTEM TO USE SOLAR ENERGY TO PREHEAT

SERVICE HOT WATER FOR THE GAS WATER HEATING SYSTEM.

DESIGN THE PREHEAT SYSTEM FOR 60% SOLAR FRACTION OR TO MAXIMIZE THE RETURN ON INVESTMENT IN

THE SYSTEM, BY BALANCING THE SOLAR FRACTION ACHIEVED, FUNDING OR TAX CREDIT OPTIONS, ESTIMATED

HOT WATER CONSUMPTION, AND ROOF SPACE FOR COLLECTORS.

THE PREHEAT SYSTEM SHALL RECEIVE COLD INCOMING DOMESTIC WATER, PREHEAT IT USING ROOF TOP

MOUNTED COLLECTOR PANELS, STORE HEATED WATER, AND DELIVER IT TO THE INLET OF THE GAS DOMESTIC

WATER HEATERS. COORDINATE THE SOLAR THERMAL PREHEAT DESIGN WITH THE GAS DOMESTIC WATER

HEATER SUBMITTALS AND INSTALLATION THAT ARE BY OTHERS.

PROVIDE PERMIT AND CONSTRUCTION DOCUMENTS FOR THE SOLAR THERMAL PREHEAT SYSTEM, AND

COORDINATE THE CONSTRUCTION DOCUMENTS WITH ALL OTHER DISCIPLINES AFFECTING THE INSTALLATION.

ROOF SPACE CONCERNS MUST BE ADDRESSED.

THE PREHEAT SYSTEM SHALL PROVIDE MINIMUM 20% SOLAR FRACTION TO COMPLY WITH CA TITLE 24

REQUIREMENTS.

1. ALL FIRE PROTECTION WORK FOR THE PROPERTY WILL BE DEFERRED SUBMITTAL BY A QUALIFIED DESIGN/BUILD FIREPROTECTION ENGINEER / CONTRACTOR. FIRE PROTECTION IS TO INCLUDE ANY ALTERATION TO EXISTING FIREPROTECTION SYSTEM. ALL CODE REQUIRED SPACE COVERAGE TO BE INCLUDED UNDER NFPA 13 AS APPLICABLE.

DEFERRED SUBMITTALS

SOLAR THERMAL BASIS OF DESIGN

UP

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE1


ROOM, T.B.D.2

BUILDINGMAINTENANCE

ROOM3

NEWELEVATORMACHINE

ROOM, T.B.D.4

STORAGE5

STORAGE6

ELECTRICALEQUIP.

7

GARBAGEROOM

8


VAULT9

STAIR 1ST1

STAIR 2ST2

STAIR 3ST3

ELEV. 5EL5

ELEV. 1EL1

ELEV. 2EL2

ELEV. 3EL3

ELEV. 4EL4

12.4

HOSE BIBB1/2"ø

REMOVE AND REROUTE (E) HOSE BIBB PIPING

SHIFT (E) SS AND (E) VENT RISERS FOR (N) COLUMN WRAPPING4"ø

2"ø

SS

V

(E) HOSE BIBB CONTINUATION ON TI PLANS

2"ø

2"ø

V

VRISER FROM (E) SS PIPING B.F.

SHIFT (E) VENT RISER FOR (N) COLUMN WRAPPING(E) VENT PIPE TO REMAIN

POSSIBLE REROUTING OF MULTIPLE PIPE RUNS AT (N) SHEAR WALL(N) REROUTE OF (E) SS PIPING AND (E) FP PIPING TO AVOID (N) COLUMN WRAPPING WHILE KEEPING PIPE SLOPE

P2.013

P2.012

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Architect:

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Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

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LAN

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05/08/201902

P2.01

BASEMENT PLUMBINGREMOVAL

1/8" = 1'-0"1 BASEMENT PLUMBING REMOVAL

1 100% SD 05.08.2020

1/8" = 1'-0"2 BASEMENT (E) SS PIPE AT GARAGE ENTRACE

1/8" = 1'-0"3 BASEMENT (E) PLUMBING PIPING AT ELEVATORS



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

PL.N

AA

STAIR 1ST1

STAIR 3ST3

STAIR 2ST2

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2 EXEC.

DIRECTORSTORAGE

206B

CORRIDOR206A

CORRIDOR206

MEN235

STORAGE231

CONFERENCE230

STORAGE233

PASSAGE232

WOMEN234

PASSAGE202


244

I.T. MANAGER245

I.T. AREA242

I.T. AREA243

I.T. DIRECTOR246

I.T. STORAGE247

I.T. LAB229

PASSAGE252

EMPLOYEESTAFF ROOM

KITCHEN254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE204

ORED ALCOVE251

COPY ROOM218

STORAGE248DIRECTOR

ASSETMANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.222

PROG MGR223

PROG MGR224

PROG MGR225

PROG MGR226

ASSIST ASSETMGR227

MPOE149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE217

CORRIDOR205

CORRIDOR205A

IDF ROOM150

STAFFATTORNEY

212

FUTURE211

CHIEFOPERATING

OFFICER210

OFFICE209

OFFICE213

EXECUTIVELOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE214


208

FUTUREOFFICE

215


MANAGER216


236

EXECUTIVEDIRECTOR

238

CLOSET239


240

CLOSET241

CLOSET237

COURTYARDBELOW

PATIOBELOW

12.4

6"ø

(E) PIPE CONTINUATION ON TI PLANS


PHASE:SCALE:



Architect:

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Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

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LAN

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A

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05/08/201902

P2.03

SECOND FLOORPLUMBING REMOVAL

1/8" = 1'-0"1 2ND FLOOR PLUMBING REMOVAL

1 100% SD 05.08.2020

SHEET NOTES

1. (E) PLUMBING PIPING THROUGH (N) SHEAR WALL TO REMAIN IN PLACE.

#GENERAL NOTES

A. REMOVE (E) DOMESTIC H & CW PIPING AND REPLACE WITH TYPE-L COPPER PIPE.

B. (E) SANITARY SEWER PIPING, VENT PIPING, AND FIXTURE CONNECTIONS TO BE INSPECTED. ANY DEFECTIVE COMPONENTS TO BE REPLACED.

1

REF.

REF

.

DW

DW

PL.S

PL.S

1

1

3 5 7 9 11

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

STORAGE311 ?

?

ASST.MANAGER'S

OFFICE313

GARBAGE CHUTE310

STAIR 1ST1

??

??

ELEV. 1EL1

ELEV. 2EL2

KITCHEN314

LAUNDRY315

??

??

??

??

??

??

ELEV. 3EL3

ELEV. 4EL4

LOBBY301

??

UNIT 2BR-M305

CORRIDOR302

STAIR 2ST2

SERVICESOFFICE

312

??

P4.021

RELCOATE (E) FHC

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Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.04

THIRD FLOORPLUMBING REMOVAL

1/8" = 1'-0"1 3RD FLOOR PLUMBING REMOVAL

SHEET NOTESGENERAL NOTES

1. (E) PLUMBING PIPING TO BE REMOVED PER UNIT LAYOUT CHANGE.

#

1

1 100% SD 05.08.2020



REF. REF.REF.

REF. REF.REF.

REF.

REF. REF.

REF.

PL.S

PL.S

1

1

3 5 7 9 11

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A402

1BR-B404

1BR-A406

1BR-B408

1BR-A410

TENANTSTORAGE

414

STAIR 1ST1

GARBAGE CHUTE413

1BR-A409

1BR-B407

1BR-A.1405

1BR-B403

1BR-M401

STAIR 2ST2

LOBBY411

CORRIDOR412

EXIT CORRIDOR1

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.05

FOURTH FLOORPLUMBING REMOVAL,TYP.

1/8" = 1'-0"1 4TH FLOOR PLUMBING REMOVAL, TYP.

1 100% SD 05.08.2020

GENERAL NOTES



PL.S

PL.S

1

1

3 5 7 9 11

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

EQUIPMENTROOM

R3

EQUIPMENTROOM

R2

STAIR 2ST2

STORAGER1

ELEV. 3EL3

ELEV. 4EL4

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.06

ROOF PLUMBINGREMOVAL

1/8" = 1'-0"1 ROOF PLUMBING REMOVAL

1 100% SD 05.08.2020

GENERAL NOTES



UP

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE1


ROOM, T.B.D.2

BUILDINGMAINTENANCE

ROOM3

NEWELEVATORMACHINE

ROOM, T.B.D.4

STORAGE5

STORAGE6

ELECTRICALEQUIP.

7

GARBAGEROOM

8


VAULT9

STAIR 1ST1

STAIR 2ST2

STAIR 3ST3

ELEV. 5EL5

ELEV. 1EL1

ELEV. 2EL2

ELEV. 3EL3

ELEV. 4EL4

12.4

GARAGE1

PREVIOUSELEVATOR

MACHINE ROOM,T.B.D.

2

BUILDINGMAINTENANCE

ROOM3

NEW ELEVATORMACHINE ROOM,

T.B.D.4

STORAGE5

STORAGE6

ELECTRICALEQUIP.

7

GARBAGE ROOM8


VAULT9

STAIR 1ST1

STAIR 2ST2

STAIR 3ST3

ELEV. 5EL5

ELEV. 1EL1

ELEV. 2EL2

ELEV. 3EL3

ELEV. 4EL4

RESIDENTIALELEVATOR

LOBBY10

HOSE BIBB1/2"ø

REROUTED HOSE BIBB PIPING TO KEEP CLEAR OF (N) STRUCTURAL

POSSIBLE REROUTING OF MULTIPLE PIPE RUNS AT (N) SHEAR WALL(N) REROUTE OF (E) SS PIPING AND (E) FP PIPING TO AVOID (N) COLUMN WRAPPING WHILE KEEPING PIPE SLOPE

4"ø

2"ø

SS

V

2"ø

V

V

2"ø

SHIFT (E) SS AND (E) VENT RISERS FOR (N) COLUMN WRAPPING

SHIFT (E) VENT RISER FOR (N) COLUMN WRAPPING

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.21

BASEMENT PLUMBINGPLAN

1/8" = 1'-0"1 BASEMENT PLUMBING PLAN

1 100% SD 05.08.2020



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

AA


206B

CORRIDOR206A

CORRIDOR206

MEN235

STORAGE231

CONFERENCE230

STORAGE233

PASSAGE232

WOMEN234

PASSAGE202


244

I.T. MANAGER245

I.T. AREA242

I.T. AREA243

I.T. DIRECTOR246

I.T. STORAGE247

I.T. LAB229

PASSAGE252

EMPLOYEESTAFF ROOM

KITCHEN254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE204

ORED ALCOVE251

COPY ROOM218

STORAGE248DIRECTOR

ASSETMANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.222

PROG MGR223

PROG MGR224

PROG MGR225

PROG MGR226

ASSIST ASSETMGR227

MPOE149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE217

CORRIDOR205

CORRIDOR205A

IDF ROOM150

STAFFATTORNEY

212

FUTURE211

CHIEFOPERATING

OFFICER210

OFFICE209

OFFICE213

EXECUTIVELOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE214


208

FUTUREOFFICE

215


MANAGER216


236

EXECUTIVEDIRECTOR

238

CLOSET239


240

CLOSET241

CLOSET237

STAIR 1ST1

STAIR 3ST3

STAIR 2ST2

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2

12.4

STAIR 1ST1

STAIR 3ST3

STAIR 2ST2

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2 EXEC. DIRECTOR

STORAGE206B

CORRIDOR206A

CORRIDOR206

MEN235

STORAGE231

CONFERENCE230

STORAGE233

WOMEN234

PASSAGE232

PASSAGE202

PASSAGE203

I.T. AREA244

I.T. AREA242

I.T. MANAGER245

I.T. LAB229 I.T. STORAGE

247

I.T. AREA243

I.T. DIRECTOR246

EMPLOYEESTAFF ROOM

KITCHEN254

PASSAGE252

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE204

ORED ALCOVE251

COPY ROOM218

STORAGE248

DIRECTOR ASSETMANAGEMENT

219

ASSISTANTDIRECTOR

220ORED DIRECTOR

221

ADMIN. ASSIST.222

PROG MGR223

PROG MGR224

PROG MGR225

PROG MGR226

ASSIST ASSETMGR227

MPOE149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE217

CORRIDOR205

CORRIDOR205A

IDF ROOM150

STAFF ATTORNEY212

FUTURE211

CHIEFOPERATING

OFFICER210

OFFICE209

OFFICE213

EXECUTIVELOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE214

EXECUTIVE OPENOFFICE

208

FUTURE OFFICE215


MANAGER216

EXECUTIVE OPENOFFICE

236

EXECUTIVEDIRECTOR

238

CLOSET239


240

CLOSET241

CLOSET237

SS

HW

CW

CW RISER

SS RISER, TYP. 3

SS RISERS

H & CW RISERSSS RISER

HW RISERCW RISER



6"ø

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.23

SECOND FLOORPLUMBING PLAN

1/8" = 1'-0"1 2ND FLOOR PLUMBING PLAN

1 100% SD 05.08.2020


1. (N) PLUMBING PIPING ROUTED IN CEILING TO SERVE 3RD FLOOR ABOVE.2. (E) PLUMBING PIPING THROUGH (N) SHEAR WALL TO REMAIN IN PLACE.

#



1

1

1

11

11

2

REF

. DW

REF

.

DW

PL.S

PL.S

1

1

3

3

5

5

7

7

9

9

11

11

13

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N42 6 8 10 12 12.4

P4.022

HW RISERCW RISERH & CW RISERS

SS RISER

CW RISER

SS RISER, TYP. 3

VENT UP

VENT UP

RELCOATED (E) FHC

SS RISERSSS MAIN

CW MAIN

HW MAIN

6"ø

STORAGE311

ASST.MANAGER'S

OFFICE313

GARBAGE CHUTE310

STAIR 1ST1

ELEV. 1EL1

ELEV. 2EL2

KITCHEN314 LAUNDRY

315

ELEV. 3EL3

ELEV. 4EL4

LOBBY301

UNIT 2BR-M305

CORRIDOR302

STAIR 2ST2

SERVICESOFFICE

312UNISEX

316UNISEX

317

MANAGER'SOFFICE

307

ELEVATORLOBBY

304

CORRIDOR303

LOUNGE308

GATHERINGSPACE

309

JANITOR306

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.24

THIRD FLOORPLUMBING PLAN

1/8" = 1'-0"1 3RD FLOOR PLUMBING PLAN


1. POSSIBLE SHIFT OF RISERS NEEDED TO CLEAR (N) SHEAR WALLS.2. (N) PLUMBING PIPING TO BE INSTALLED PER (N) MANAGER UNIT LAYOUT.3. (N) PLUMBING PIPING RISERS BELOW SLAB IN 2ND FLOOR CEILING. 4. MAIN PIPING IN CEILING SPACE CONNECTED TO PLUMBING PIPING

RISERS TO SERVE RESIDENTIAL FLOORS ABOVE.

#

2

1

1

1 100% SD 05.08.2020

333

3

11

1

1

3

3

3



4

4

4

REF

.

REF.

REF

.

REF.REF.


REF

.

REF. REF. REF. REF.

REF.REF.REF.REF.

REF

.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

KS V RISER, TYP.

4" SS RISER, TYP. 4" V RISER, TYP. CW RISER, TYP.

HW RISER, TYP.

ELEV. 3EL3

ELEV. 4EL4

1BR-A402

1BR-B404

1BR-A406

1BR-B408

1BR-A410

TENANTSTORAGE

414

STAIR 1ST1

GARBAGE CHUTE413

1BR-A409

1BR-B407

1BR-A.1405

1BR-B403

1BR-M401

STAIR 2ST2

LOBBY411

CORRIDOR412

EXIT CORRIDOR1

KS V RISER, TYP.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-B1302

1BR-A1304

1BR-M1306

1BR-B1308

1BR-A1310

TENANTSTORAGE

1314

STAIR 1ST1

GARBAGE CHUTE1313

1BR-A1309

1BR-B1307

1BR-A.11305

1BR-B1303

1BR-A1301

STAIR 2ST2

LOBBY1311

CORRIDOR1312

EXIT CORRIDOR828

HW RISER TO ROOFTOP BOILER ROOM

2"ø 2"ø HW 2"ø VHW

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.25

FOURTH THROUGHTWELVETH ANDTHIRTEENTH FLOORPLUMBING PLAN

1/8" = 1'-0"1 4TH THROUGH 12TH FLOOR PLUMBING PLAN

1 100% SD 05.08.2020

1/8" = 1'-0"2 13TH FLOOR PLUMBING PLAN

SHEET NOTES

1. HW PIPING IN CEILING OF 13TH FLOOR TO CONNECT TO ROOFTOP BOILER ROOM.

#GENERAL NOTES



1

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

EQUIPMENTROOM

R3

EQUIPMENTROOM

R2

STAIR 2ST2

STORAGER1

ELEV. 3EL3

ELEV. 4EL4

(N) LOCHINVAR FHG2538 SOLAR THERMAL TANK

(N) HELIODYNE GOBI 410-001 4'X10' PANELS

HW RISER FROM 13TH LEVEL HW MAIN

VTR, TYP. 19 4"ø

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

P2.30

ROOF PLUMBING PLAN

1/8" = 1'-0"1 ROOF PLUMBING PLAN

1 100% SD 05.08.2020

SHEET NOTES

1. (N) HELIODYNE GOBI 410-001 PANELS SHOWN ON DRAWINGS AS 4'X8' TO CONVEY SLOPED FOOTPRINT. PANELS ARE MOUNTED ON SUPPORT RACKS AT 40 DEG. TILT FRMO HORIZONTAL FACING SOUTH.

#GENERAL NOTES



1

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:



T: 415.777.0991

F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:


SCHEMATIC DESIGN

05.01.2020

Issued For:

ISSUE INFORMATION


c

1621 H

AR

RIS

ON

S

TR

EE

T,

OA

KLA

ND

, C

A

HA

RR

IS

ON

T

OW

ER

8/13/19

1902

P3.00

PLUMBING RISER

DIAGRAMS

3"

2"

5TH FLOOR

6TH FLOOR

7TH FLOOR

8TH FLOOR

10TH FLOOR

11TH FLOOR

12TH FLOOR

13TH FLOOR

4TH FLOOR

9TH FLOOR

ROOF

2"

1/2"

2" VENT RISER

RELIEF VENT

2"4"

4"

1 1/2"2"

4"

1 1/2"2"

2"

WC

LAV

TUB

4"4"

2"

2" SS RISER

WC

LAV

TUB

4"

1 1/2"2"

2"

4"2" 1 1/2"

2"

4"

HOT WATER RISER

1/2"TUB

1/2"

WC

1/2"3/4"

COLD WATERRISER1/2"

1/2"

1/2"

3/4"

SH

1/2"

COLD WATERRISER

HOT WATERRISER

4" VENT RISER 4" SS RISER

NO SCALE

TYPICAL BATHROOM STACK2 NO SCALE

TYPICAL SINK STACK1

VTR VTR

WC

LAV

TUB

WC

LAV

TUB

WC

WC

LAV

TUB

WC

LAV

TUB

WC

LAV

TUB

WC

LAV

TUB

WC

LAV

TUB

TUBLAV

KS

KS

KS

KS

KS

KS

KS

KS

KS

KS

NO SCALE

TYPICAL BATHROOM H & C WATER CONNECTIONS3

NO SCALE

TYPICAL SINK H & C WATER CONNECTIONS4

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:



T: 415.777.0991

F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:


SCHEMATIC DESIGN

05.01.2020

Issued For:

ISSUE INFORMATION


c

1621 H

AR

RIS

ON

S

TR

EE

T,

OA

KLA

ND

, C

A

HA

RR

IS

ON

T

OW

ER

8/13/19

1902

P3.01

PLUMBING RISER

DIAGRAMS

3"

1/2"

BOILER

CW1

HWR1

CW2

CW3

1"

1"

3/4"

3/4"

1/2"

3/4"

1/2"

3/4"

1"

3"HW

1

HOLBY 110 GPM@ PSI DROP

100P7

1"

1/2"

1"

1"

3/4"

3/4"

1/2"

3/4"

1/2"

3/4"

1 1/2"

HW3

1"

3/4"

CW4

1 1/2"

1"

1"

HW4

1/2"

3/4"

1/2"

HW5

1/2"

1 1/4"

1 1/4"

3/4"

1/2" 1/2"

1/2"

1"

1"

1/2"

3/4"

1/2"

3/4"

1"

HW6

3/4"

1 1/2"

1"

3/4"

1/2"

3/4"

1"

1"

3/4"

1/2"

1"

3/4"

3/4"

1"

HW7

1"

1"

3/4"

1/2"

3/4"

1"

1"

1"

3/4"

1/2"

3/4"

1/2"

3/4"

1"

HW8

1"

1/2"

3/4"

1/2"

3/4"

1"

1"

3/4"

1/2"

3/4"

1"

1"

1"

3/4"

3/4"

1/2"

3/4"

1/2"

3/4"

HW9

1"

3/4"

1/2"

3/4"

1"

3/4"

1/2"

3/4"

1"

3/4"

1/2"

3/4"

3/4"

1/2"

1/2"

3/4"

1"

HW10

1/2"

3/4"

1"

1"

1/2"

3/4"

1 1/4"

3/4"

1 1/2"

3/4"

1/2"

3/4"

1/2"

HW11

3/4"

1/2"

3/4"

1/2"

1"

1"

1"

3/4"

3/4"

1/2"

3/4"

1/2"

1"

HW12

1"

3/4"

1/2"

1"

1"

3/4"

1/2"

3/4"

1"

1"

3/4"

1"

3/4"

3/4"

1/2"

3/4"

1/2"

1"

HW13

1"

3/4"

1/2"

1"

1"

3/4"

1/2"

3/4"

1"

1"

3/4"

3/4"

1 1/4"

1"

1"

1 1/2"

1"

3/4"

1"

HW14

3/4"

1"

1"

1"

1"

1 1/4"

1 1/4"

1" 1"

1"

1"

3/4"

1/2"

1"

HW15

1"

3/4"

1

1"

1 1/2"

1"

1"

1/4"

1"

1"

1/2"

1"

1/2"

1"

1/2"

1"

1/2"

1"

1"

3/4"

3/4"

1/2"

3/4"

1"

1"HW16

1"

3/4"

5TH FLOOR

6TH FLOOR

7TH FLOOR

8TH FLOOR

10THFLOOR

11THFLOOR

12THFLOOR

13THFLOOR

4TH FLOOR

9TH FLOOR

ROOF

CW5

CW6

CW7

CW8

CW9

CW10

CW11 CW

12CW13

CW14

CW15

CW16

CW17

CW18

CW19

CW20

CW21

3/4" 3/4" 3/4" 3/4"

1 1/2" 1 1/4"

2 1/2" 2 1/2"

1 1/4"

HW2

1 1/2"

1" 1"

1 1/4" 1 1/4" 1 1/4"3/4"3/4"3/4"3/4"

3/4"

2 1/2" 2 1/2" 2" 2" 1 1/2"

3/4" 3/4" 3/4"

1 1/4" 1 1/4" 1 1/4" 34" 3/4"

3/4"

1" 1" 1" 1/2" 1/2"

1/2"

1"1 1/2"

1" 1/2"

WASHERS SK-1LT-1

1/2"

1" 2"

1/2"

LAV SSLAV

3/4"

PRV

3/4"

1"1"

1"1"

3/4"

1/2" 1/2"

3/4"

3/4"

1"

1 1/4" 1 1/4" 1 1/4" 1 1/4" 1"1"1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 1 1/4"

1 1/2"3/4"

1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"

1 1/2" 1 1/2" 1 1/2"

1"1 1/4"

1 1/4"3/4"

1" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 1/2" 1/2"1" 1/2"

1/2"1/2"1/2" 1/2"1/2"1/2"

3/4"

3/4"

3/4"1/2"

1" 1"

1/2"

1"

1/2"1/2"1/2" 1/2"

1" 1 1/2" 1 1/2" 1 1/2" 1 1/2"

1/2"

2"2 1\2"

1/2"

LAV SSWC

4"

3/4"

LAVWC

1/2"

WASHERS LT-1

1"

SK-1

1/2"1"1/4"

1/2"WC LT-1LAV

1/2"1/2" 1 1/2"

3/4"1/2"

W.HPRESSPUMP

METER

1/4"

4"

1/4" HW

3/4" HW1/2"CW

1/2" HWR

LAV SS LAV WC WC WC

HB

WC WC

1/2" 3/4"

WC

1"1/2" 3/4"

1 1/4"

3/4"DF LAV UR

1/2" 3/4"

LAVLAV

HB

UR

3/4" 1 1/4"

HB HB

3/4"

SK-1 1/2" 3/4"

SK-1

1/2"3/4"

SS LAV

1/2" 3/4"

LAV

HBHB

WC WC WC WC UR WC UR WC LAV LAVLAV

3/4" 1/2" 3/4" 1" 1 1/4"1/2"

3/4"1 1/2"

1 1/2" 2"

2" 1"

1 1/2"1"

1 1/4"1/2"

2"CW

1/2"

SK-1

HB

1/2"

2"

3/4"

NO SCALE

H & C WATER RISER DIAGRAM1

REF.

DW

REF

.D

W

13

13

C C

B B

PL.E PL.E

PL.N

PL.N

8

8

10

10

12

12

12.4

12.4

STAIR 2ST2

13

13

C C

B B

PL.E PL.E

PL.N

PL.N

8

8

10

10

12

12

12.4

12.4

STAIR 2ST2

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/4" = 1'-0"

1621

HAR

RIS

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OAK

LAN

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A

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05/08/201902

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UNIT PLUMBING PLANS

1/4" = 1'-0"1 2 BEDROOM - MANAGER'S UNIT PLUMBING REMOVAL

1/4" = 1'-0"2 2 BEDROOM - MANAGER'S UNIT PLUMBING PLAN

SHEET NOTES

1. (E) PLUMBING FIXTURES AND CONNECTIONS TO BE REMOVED. 2. (N) PLUMBING FIXTURES TO BE INSTALLED AND CONNECTED TO (N)

PLUMBING CONNECTIONS. PROVIDE FIXTURES WITH SHUT OFF VALVES.

#

1

11

22

2BT-2L-1

WC-1

1

2KS-1

1 100% SD 05.08.2020

GENERAL NOTES



REF.

REF

.

REF.

REF

.

C C

B B

6

6

8

8

C C

B B

6

6

8

8

CW RISER

HW RISER

C C

B B

10

10

12

12

C C

B B

10

10

12

12

2" SS B.F.

1/2" HW

1/2" CW

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/4" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

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P4.03

UNIT PLUMBING PLANS

1/4" = 1'-0"1 UNIT 1BR-A PLUMBING REMOVAL

1/4" = 1'-0"2 UNIT 1BR-A PLUMBING PLAN

1/4" = 1'-0"3 UNIT 1BR-M PLUMBING REMOVAL

1/4" = 1'-0"4 UNIT 1BR-M PLUMBING PLAN

SHEET NOTES

1. (E) PLUMBING FIXTURES TO BE REMOVED2. (N) PLUMBING FIXTURES TO BE INSTALLED AND CONNECTED TO (N)

PLUMBING CONNECTIONS. PROVIDE FIXTURES WITH SHUT OFF VALVES.3. (N) PLUMBING ROUTING FOR MOBILITY BATHTUB BT-2 TO BE ROUTED IN

SOFFIT PENDING ARCHITECTURAL APPROVAL.

#

11

1

11

1

2

22

2

SH-1L-1

WC-1 2

2

BT-2

L-1

WC-1

2KS-12KS-1

11

1 100% SD 05.08.2020

3

3

GENERAL NOTES



PHASE:

SCALE:

PLOT DATE:

PROJECT NO:



T: 415.777.0991

F: 415.777.0992


Architect:

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Project & Owner:

Sheet Title:

Consultants:

Sheet No.:


SCHEMATIC DESIGN

05.08.2020

Issued For:

ISSUE INFORMATION


c

1621 H

AR

RIS

ON

S

TR

EE

T,

OA

KLA

ND

, C

A

HA

RR

IS

ON

T

OW

ER

05/08/20

1902

E0.00

1 100% SD 05.08.2020

ELECTRICAL

TITLE SHEET

SHEET INDEX

E0.00 ELECTRICAL TITLE SHEETE2.01 BASEMENT ELECTRICAL REMOVALE2.02 FIRST FLOOR ELECTRICAL REMOVALE2.03 SECOND FLOOR ELECTRICAL REMOVALE2.04 THIRD FLOOR ELECTRICAL REMOVALE2.05 TYPICAL FLOOR ELECTRICAL REMOVALE2.06 ROOF ELECTRICAL REMOVALE2.21 BASEMENT ELECTRICAL PLANE2.22 FIRST FLOOR ELECTRICAL PLANE2.23 SECOND FLOOR ELECTRICAL PLANE2.24 THIRD FLOOR ELECTRICAL PLANE2.25 FOURTH AND FIFTH FLOOR ELECTRICAL PLANE2.26 SIXTH AND SEVENTH FLOOR ELECTRICAL PLANE2.27 EIGHTH AND NINTH FLOOR ELECTRICAL PLANE2.28 TENTH AND ELEVENTH FLOOR ELECTRICAL PLANE2.29 TWELFTH AND THIRTEENTH FLOOR ELECTRICAL PLANE2.30 ROOF ELECTRICAL PLANE3.00 SINGLE LINE DIAGRAME3.01 LOW VOLTAGE RISERSE4.02 UNIT ELECTRICAL PLANSE4.03 UNIT ELECTRICAL PLANS

APPLICABLE CODES

1. 2019 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.3. 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.4. 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.5. 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.6. 2019 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.7. 2019 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.9. 2019 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R.10. 2019 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R.11. 2019 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.12. TITLE 19, C.C.R, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

NFPA 13, AUTOMATIC SPRINKLER SYSTEM, 2019 EDITIONNFPA 14, STANDPIPE AND HOSE SYSTEMS, 2019 EDITIONNFPA 72, NATIONAL FIRE ALARM CODE, 2019 EDITION

GENERAL ELECTRICAL NOTES

1. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, STATE LAWS, AND ALL OTHER REGULATIONS GOVERNING WORK OF THIS NATURE.

2. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING JOB CONDITION. HE SHALL EXAMINE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND SHALL HAVE HAD VISITED THECONSTRUCTION SITE, PRIOR TO SUBMITTING HIS BID PROPOSAL. HE SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAYAFFECT THE WORK UNDER THIS CONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART.DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING TEMPORARY FACILITIES AND CONNECTIONS REQUIRED FOR THE DURATION OF THE PROJECT.

3. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS, AND PAY ANY AND ALL FEES AS REQUIRED.

4. EXISTING ARCHITECTURAL SURFACES DISTURBED DURING CONSTRUCTION SHALL BE PATCHED AND PAINTED TO MATCH EXISTING.

5. WORK SHOWN IN THESE PLANS ARE NEW, UON. INSTALLATION SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOREXPOSED INSTALLATION. A WRITTEN APPROVAL IS REQUIRED. USE SURFACE RACEWAYS, WIREMOLD, OR EQUAL. ALL ELECTRIC MATERIALS, DEVICES, AND EQUIPMENT FOR THE PROJECT SHALLBE NEW AND U.L. APPROVED

6. ALL CONDUIT SHALL BE 3/4" MINIMUM. ALL CONDUIT SHALL BE RUN PARALLEL TO EXISTING SURFACES. WHEN CONDUIT CROSSES CORRIDORS OR ROOMS IT SHALL BE DONE PERPENDICULAR TOWALLS.

7. PAINT ALL SURFACE MOUNTED CONDUITS AND FITTINGS TO MATCH ADJACENT SURFACE. CONFIRM COLOR WITH OWNER.

8. ALL EXPOSED CONDUITS SHALL BE MOUNTED WITH 2-HOLE STRAPS.

9. CONDUIT CONNECTORS SHALL BE COMPRESSION TYPE.

10. SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS. FURNISH AND INSTALL FIRE RATED BACKBOXES AS REQUIRED TO MAINTAIN FIRE RATING OF CEILING OR WALLS WHERERECESSED ELECTRIC EQUIPMENT SUCH AS LIGHT FIXTURES, SWITCHES, RECEPTACLES, PANEL, ETC. ARE INSTALLED IN RATED WALL OR CEILINGS. PENETRATIONS OF FIRE RATED WALLS,CEILINGS, OR FLOORS SHALL COMPLY WITH CBC CHAPTER 7 REQUIREMENTS. IN WALLS AND PARTITIONS THAT ARE FOR FIRE RESISTIVE CONSTRUCTION, OPENINGS FOR STEEL ELECTRICALOUTLET BOXES SHALL NOT EXCEED 16 SQUARES INCHES. IN ADDITION, THE AGGREGRATE AREA OF SUCH OPENING SHALL NOT EXCEED 100 SQ IN FOR ANY 100 SQUARE FEET OF WALL ORPARTITION. OUTLET BOXES ON OPPOSITE SIDES OF THE WALLS OR PARTITION SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF AT LEAST 24 INCHES, OR BE PROVIDED WITH FIRE PUTTY.

11. ALL NEW WIRING SHALL BE IN CONDUIT. COORDINATE ROUTING OF CONDUIT WITH ARCHITECT AND STRUCTURAL FOR OPENINGS IN WALLS AND ANY NOTCHING OF JOISTS.

12. THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF THE ARCHITECTURAL DETAILS OR SPECIFICS OF ELECTRICAL CONSTRUCTION. TAKE ALLDIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS,RECEPTACLES, OUTLETS, CONDUIT RUNS, ETC. WITH ARCHITECT AND OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITHEDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN. SEE ELECTRICAL SECTION OF ARCHITECTURAL SPECIFICATION FOR ADDITIONALINFORMATION.

13. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER.

14. ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. ALL WALL PENETRATIONS TO EXTERIOR WALLS SHALL BESEALED WATER TIGHT.

15. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND SHALL BE INSTALLED AS PER LISTING OR LABELING (IE. MAXIMUM FUSE SIZE MEANSFUSE PROTECTION IS REQUIRED).

16. ALL EQUIPMENT MANUFACTURERS SHALL BE NOTED IN DRAWINGS. SUBSTITUTIONS ARE PERMITTED BUT MUST BE APPROVED EQUAL.

17. CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM OF 24" OF WEATHERPROOF FLEXIBLE CONDUIT TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THESTRUCTURE. COORDINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED BY THIS CONTRACT WITH THE ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR NAMEPLATEFULL LOAD CURRENT AND SERVICE FACTOR. FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUAL ELEMENT. FUSES FOR OTHER "NON-INRUSH" LOADS SHALL BE FAST ACTING. ALLFUSES SHALL BE CURRENT LIMITING CLASS RK5 OR CLASS L, UON. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR MANUFACTURER INSTALLATION REQUIREMENTS.

18. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATION OF FANS AND WATER HEATERS.

19. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE MECHANICAL WORK AS CALLED FOR IN MECHANICAL SPECIFICATIONS.

20. GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND ALL EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS AND SWITCHBOARDS, ETC. IN ACCORDANCE WITH NECARTICLE 250.

21. FIELD MOUNTED DEVICES SUCH AS SWITCHES, MOTOR STARTERS, RECEPTACLES, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION. SWITCH MOUNTING HEIGHT SHALL BE 48" ABOVEFINISHED FLOOR AND RECEPTACLE MOUNTING HEIGHT SHALL BE 18" ABOVE FINISHED FLOOR. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR MANUFACTURER INSTALLATIONREQUIREMENTS.

22. ELECTRICAL CONTRACTOR TO PROVIDE EXPANSION FITTINGS AT ALL EXPANSION JOINT LOCATION. USE STEEL FLEX 6 FEET EACH SIDE OF THE JOINT AND TERMINATE IN A PULLBOX AT EACH END,OR OTHER APPLIED METHODS.

23. ALL LIGHTING FIXTURE LOCATIONS AND ROUTING SHALL BE REVIEWED BY ARCHITECT PRIOR TO ROUGH-IN.

24. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 36" CLEARANCE PER NEC ARTICLE 110.26.

25. PENETRATIONS OF FIRE RATED WALLS CEILINGS OR FLOORS SHALL COMPLY WITH CBC CHAPTER 7 REQUIREMENTS.

26. WHERE OUTLET BOXES ARE INSTALLED WITHIN RATED ASSEMBLIES, PROVIDE 3M MOLDABLE PUTTY PADS OR EQUAL TO MAINTAIN FIRE RATED ASSEMBLIES.

27. ALL RECEPTACLES SHALL BE GROUNDING TYPE.

28. ALL RECEPTACLES INSTALLED IN BATHROOMS AND KITCHENS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION AS REQUIRED BY THE NATIONAL ELECTRIC CODE.

29. CONTRACTOR TO CONFIRM EXACT LOCATION OF METERS WITH ELECTRIC UTILITY.

30. SUBMIT TO THE OWNER CERTIFICATES OF INSPECTIONS IN DUPLICATE FROM AN APPROVED INSPECTION AGENCY UPON COMPLETION.

31. PERFORMANCE AND WITNESSING OF TESTS

A. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND QUALIFIED PERSONNEL OR FIRM TO PERFORM ALL REQUIRED TESTS.B. ALL NEW AND RECONNECTED ELECTRICAL CIRCUIT SHALL BE TESTED TO INSURE CIRCUIT CONTINUITY, INSULATION RESISTANCE, PROPER SPLICING AND GROUNDING IN ACCORDANCE WITH

THE LATEST STANDARDS AS STATED ABOVE. BEFORE CONNECTING POWER CABLES TO MOTORS, THE INSULATION RESISTANCE OF ALL MOTOR WINDINGS SHALL BE TESTED IN ACCORDANCEWITH THE ABOVE STANDARDS.

C. ANY CONTRACTOR FURNISHED AND/OR INSTALLED SPLICE, RECOMMENDED VOLTAGE AND INSULATION RESISTANCE TESTS, SHALL BE CONNECTED OR REPLACED BY THE CONTRACTOR ATHIS EXPENSE.

D. NO EQUIPMENT SHALL BE ENERGIZED UNTIL ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE.E. THREE COPIES OF ALL TEST RESULTS SHALL BE DELIVERED TO THE OWNER.

ABBREVIATIONS

A AMPEREAC ALTERNATING CURRENTAF AMPERE RATING OF FUSEAFF ABOVE FINISHED FLOORC CONDUITCKT CIRCUITD DEDICATEDE EXISTING TO REMAINELEC ELECTRICALEM EMERGENCYEMT ELECTRICAL METALLIC TUBING<F> FUTUREFACP FIRE ALARM CONTROL PANELFATC FIRE ALARM TERMINAL CANG GROUNDING CONDUCTORGFI GROUND FAULT INTERRUPTERGND GROUNDHP HORSEPOWER

kVA KILOVOLT AMPSkW KILOWATTSLTG LIGHTINGLTS LIGHTSLV LOW VOLTAGEMECH MECHANICALMTD MOUNTEDMV MEDIUM VOLTAGEN NEUTRAL(N) NEWN.E.C. NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURERSASSOC.NEUT NEUTRALNIC NOT IN CONTRACTNTS NOT TO SCALEPB PULL BOXPNL PANEL

POS POINT OF SALER REMOVERR REMOVE AND RELOCATERSC RIGID STEEL CONDUITSLD SINGLE LINE DIAGRAMSPEC SPECIFICATIONT TELEPHONETV TELEVISIONUG UNDERGROUNDUAC UNDER ANOTHER CONTRACTUON UNLESS OTHERWISE NOTEDV VOLTVP VANDAL PROOFW WATTSWP WEATHERPROOF (NEMA 3R)WT WATERTIGHTXFMR TRANSFORMER

SYMBOLS

GFCI

XX

WAP

DEMOLITION WORK

BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED IN CEILING OR WALL.

BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED UNDER FLOOR OR UNDERGROUND.

BRANCH CIRCUIT HOMERUN TO PANEL. CONCEALED IN CEILING SPACE OR WHERE POSSIBLE.

JUNCTION OR OUTLET BOX MOUNT ABOVE CEILING WITH BLANK COVER (F=FLUSH IN FINISHED CEILING)

SINGLE POLE THROW SWITCH AND BOX, WALL MOUNTED, +48".

DUPLEX RECEPTACLE 20A, 125V, 3WG, NEMA 5-20R, +15" (UON). (WP=GFCI AND WEATHERPROOF WITH IN-USE COVER,D=DEDICATED,OS=OCCUPANCY SENSOR CONTROLLED) NEW INTERIOR RECEPTACLES SHALL BE TAMPER RESISTANTTYPE. REFER TO SCOPE OF WORK MATRIX FOR AFCI TYPE RECEPTACLE APPLICATION.

DUPLEX RECEPTACLE 20A, WITH GROUND FAULT CIRCUIT INTERRUPTER, +15" (UON). (WP=WEATHERPROOF)

DUPLEX RECEPTACLE 20A, ABOVE COUNTER OR +42" AT LAUNDRY

DOUBLE DUPLEX RECEPTACLE (2) NEMA 5-15R, COORDINATE WITH ARCHITECT ON INSTALLATION HEIGHT.

208/240V RECEPTACLE. COORDINATE PLUG TYPE WITH EQUIPMENT SELECTION FOR RANGES AND MECHANICALEQUIPMENT.

120V RANGE HOOD POWER. INCLUDES HORSEPOWER RATED TOGGLE SWITCH. COORDINATE CONNECTIONS WITHRANGE HOOD.

PANEL BOARD, 120/240V, SINGLE PHASE, 3W FLUSH IN RESIDENTIAL UNITS. 120/208V 3 PHASE, 4 WIRE FLUSH/SURFACEIN COMMUNITY BUILDING.

OCCUPANCY SENSOR

TELEPHONE OUTLET, FLUSH MOUNT IN WALL, +15" AFF. WITH 3/4"C. AND PULLCORD UP TO ABOVE ACCESSIBLE CEILINGSPACE OR WALL SPACE.

DATA OUTLET, FLUSH MOUNT N WALL, +15" AFF. WITH 3/4"C. AND PULLCORD UP TO ABOVE ACCESSIBLE CEILING SPACEOR WALL SPACE.

COMBINATION DATA AND TV OUTLET, FLUSH MOUNT N WALL, +15" AFF. WITH 3/4"C. AND PULLCORD UP TO ABOVEACCESSIBLE CEILING SPACE OR WALL SPACE.

TV OUTLET. LOCATIONS SHOWN AS EXISTING. PROVIDE NEW OUTLETS IN MOBILITY AND WHERE WALLS CHANGED, SEEENLARGED PLANS. UNITS SHALL BE TWO PORT OUTLETS FOR ONE FOR COMCAST AND ONE FORSATELLITE/RUSSIAN/OVER THE AIR TV.

WIRELESS ACCESS POINT. NEW WAP DEVICES TO BE CONNECTED WITH CAT5E AND POWER TO THIS LOCATIONCONNECT TO MERCY IT CABINET.

KEY CARD/FOB ENTRY. ROUTE MINIMUM 3/4" CONDUIT TO EACH LOCATION WITH CAT6 AND 120V FOR ELECTRIC STRIKE.COORDINATE LOCATION AND ROUTING WITH ARCHITECT AND SECURITY CONSULTANT.

VIDEO SURVEILLANCE CAMERA. PROVIDE JUNCTION BOX AND 3/4" CONDUIT FROM SECURITY EQUIPMENT IN OFFICE [13].

120V SMOKE ALARM WITH BATTERY BACKUP. CO=SMOKE AND CARBON MONOXIDE ALARM. DEVICE SHALL COMPLYWITH 2013 NFPA 72, SECTION 18.4.5.3

SMOKE ALARM STROBE AT COMMUNICATION UNIT. 120V DEVICE CONNECTED WITH RELAY BREAK TO UNIT SMOKEALARM FOR VISUAL NOTIFICATION.

FIRE ALARM SYSEM SMOKE DETECTOR

FIRE ALARM HORN STROBE DEVICE

FIRE ALARM ANNUNCIATOR, EXISTING TO BE RELOCATED PER PLANS.

OSWP

TV

SCOPE OF WORK

LIGHTING FIXTURE SCHEDULE

SYSTEM APPROVAL

THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A COMPLETE SET OF MATERIALS TO THE LOCAL FIRE AND/OR BUILDING DEPARTMENT FOR DEFERRED APPROVAL.THIS SUBMITTAL IS TO INCLUDE ALL ITEMS LISTED IN THE SUBMITTALS SECTION. IN ADDITION, THE CONTRATOR IS RESPONSIBLE FOR THE COMPLETE POINT TO POINT,BATTERY, AND VOLTAGE DROP CALCULATIONS, FIRE ALARM RISER DIAGRAM, FAN SHUTDOWN SEQUENCING AND ANY NECESSARY APPLICATIONS AND FEES. CONSULTWITH THE LOCAL AHJ FOR EXACT REQUIREMENTS.

EXISTING SYSTEM IS A KIDDE SENTRY SENTRY ALARM SYSTEM, VM SERIES. SYSTEM COVERS COMMON AREAS AND MINIHORNS IN THE RESIDENTIAL UNITS.

SUBMITTALS

CONTRACTOR SHALL WITHIN TWO WEEKS OF NOTICE TO PROCEED SUBMIT THE FOLLOWING FOR THE ELECTRICAL ENGINEER'S REVIEW AND APPROVAL.

1. PRODUCT DATA: PROVIDE DATA CUT SHEETS SHOWING ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS OF FIRE ALARM DEVICES

2. PROVIDE CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTING OF FIRE ALARM DEVICES.

3. FIRE ALARM WIRING AND CONDUIT

4. INSTALLER NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) LEVEL II CERTIFICATION

5. SHOP DRAWINGS SHOWING THE FOLLOWING:A. FIRE ALARM RISER DIAGRAM SHOWING EACH DEVICE, CONDUITS, AND WIRING CONNECTION REQUIRED.B. FIRE DEVICES ZONES AND ADDRESSES.C. INTERCONNECTION FOR CENTRAL STATION MONITORING VIA THE NOC.D. INTERCONNECTION TO THE EXISTING FIRE SPRINKLER SYSTEM VIA FLOW AND TAMPER SWITCHES.

6. MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE APPLICATION CONDITIONS AND LIMITATIONS OF USE STIPULATED BY PRODUCT TESTING AGENCY.INCLUDE INSTRUCTIONS FOR STORAGE, HANDLING, PROTECTION, EXAMINATION, PREPARATION, INSTALLATION AND STARTING OF PRODUCTS.

DEFERRED FIRE ALARM APPROVAL

A. REMOVE AND REPLACE MAIN SWITCHBOARD AT BASEMENT LEVEL. SWITCHBOARD SHALL BEREPLACED IN LIKE KIND. COORIDNATE SHUTDOWN WITH PG&E. INCLUDE TEMPORARYPOWER FOR OCCUPIED REHAB CUT OVER SEQUENCING

B. REMOVE AND REPLACE FEEDERS AT BASEMENT AND SECOND FLOOR LEVEL FORSTRUCTURAL WORK. MAJOR REPLACEMENT OCCURS BETWEEN GRIDLINES C&D AND 3&6.

C. REMOVE AND REPLACE PANELBOARDS AT FLOORS THREE THROUGH ROOF AT EXISTINGLOCATIONS. REFERENCE AS BUILT DRAWING FOR SAMPLE OF BREAKERS FOR XA AND XBPANELS.

D. REMOVE AND REPLACE LIGHT FIXTURES THROUGHOUT DWELLING UNITS WITH ENERGYEFFICIENT LED LIGHTING AND CONTROLS. REFERENCE AS BUILT FOR TYPICAL DWELLINGUNIT LIGHTING LAYOUT.

E. FURNISH AND INSTALL POWER FOR NEW HEAT PUMP (HP) UNITS IN DWELLING UNITS. NEW20A/1P BREAKER IN PANELS FOR EACH UNIT

F. FURNISH AND INSTALL POWER FOR EXHAUST FANS AT DWELLING UNIT RESTROOMS.G. FURNISH AND INSTALL POWER FOR NEW KITCHEN EXHAUST FANS AT ROOF. EXISTING

SYSTEM IS SUB DUCT AND REQUIRE FANS TO BE ON EMERGENCY POWER PER CITY OFOAKLAND ORDINANCE (PRE APP MEETING TO REVIEW)

H. FURNISH AND INSTALL NEW 200 KW EMERGENCY DIESEL GENERATOR AT 3RD/ FLOOR ROOF.GENERATOR SHALL BACK IDF AT SECOND FLOOR, EGRESS LIGHTING, SELECT COMMONAREA LOADS AT THE THIRD FLOOR AND AN ELEVATOR IN EACH BANK. REVIEW SUMP PUMPLOADS FOR BACK UP. (PROVIDE ALTERNATE FOR FUEL CELL?)INCLUDE COST TO COORDINATE BAAQMD PERMIT TO CONSTRUCT

I. FURNISH AND INSTALL NEW ACCESS CONTROL SYSTEM FOR MAIN RESIDENTIAL LOBBY DOORAND LAUNDRY ROOM

J. FURNISH AND INSTALL NEW CCTV SYSTEM FOR ENTRY, LOBBY, CORRIDORS, AND COMMONAREAS.

K. REMOVE EXISTING AND INSTALL NEW POWER, SIGNAL, AND LIGHTING SYSTEMS AT THIRDFLOOR COMMON AREAS.

L. MODIFY EXISTING ELECTRICAL INSTALLATIONS AT 1ST/ AND 2ND/ FLOORS FOR STRUCTURALWORK. SEE PLANS FOR SCOPE OF WORK. WORK INCLUDES BUT IS NOT LIMITED TORECEPTACLE RELOCATIONS, LIGHTS, SECURITY SYSTEMS, AND IDF ROOM AT 2ND/ FLOORMODIFICATIONS

M. REMOVE EXISTING POWER AND LOW VOLTAGE CONNECTIONS AT BASEMENT FORELEVATORS ONE AND TWO. FURNISH AND INSTALL NEW POWER AND LOW VOLTAGESYSTEMS FOR ELEVATOR ONE AND TWO AT NEW ELEVATOR MACHINE ROOM.

N. EXISTING FIRE ALARM DEVICES SHALL REMAIN AS IS EXCEPT FOR MODIFIED MANAGER'SUNIT AND COMMON AREAS ON THIRD FLOOR. PROVIDE ALLOWANCE TO TEST SYSTEM PRIORTO START OF WORK. MODIFICATIONS WILL ALSO INCLUDE CONNECTION TO GENERATORPOINTS.

O. COMMON AREA LIGHTING REPLACEMENT IN CORRIDORS AND NEW SPACES.P. CABLE TV IS EXISTING TO REMAIN

UPUP

SBSBSBSBSBSB

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE1


ROOM, T.B.D.2

BUILDINGMAINTENANCE

ROOM3

NEWELEVATORMACHINE

ROOM, T.B.D.4

STORAGE5

STORAGE6

ELECTRICALEQUIP.

7

GARBAGEROOM

8


VAULT9

STAIR 1ST1

STAIR 2ST2

STAIR 3ST3

ELEV. 5EL5

ELEV. 1EL1

ELEV. 2EL2

ELEV. 3EL3

ELEV. 4EL4

12.4

(E) PANEL 'BA'

GATEDISCONNECT

CONDENSINGUNIT

DISCONNECT

E2.012

E2.013

ELEVATOR GUTTER

UP TO PANELS 1C, 1D, 2C, 2D.

UP TO MCC

(E) DISCONNECT

(E) DISCONNECT

REMOVE GUTTER AND ALL FEEDERS BACK TO MSB.

DISCONNECT AND REMOVE MSB. COORDINATE SHUTDOWN WITH UTILITY. PROVIDE ALLOWANCE FOR TEMPORARY POWER.

(E) FIRE ALARMCONTROL PANE

CONDUITS TO BE REROUTED FOR COLUMN STRUCTURAL WORK.

SECURITY CAMERA AND FIRE ALARM CONDUITS TO BE REMOVED AND REROUTED.

4-3"C ROUTING TO REMAIN. FEEDERS TO BE RE-ROUTED AS NEEDED TEMPORARILY. INSTALL PULLBOXES ON EACH SIDE OF NEW STRUCTURAL WALL. COORDINATE WITH STRUCTURAL.

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.01

BASEMENTELECTRICAL REMOVAL

1/8" = 1'-0"1 BASEMENT ELECTRICAL REMOVAL1/8" = 1'-0"2 CONDUITS AT COLUMNS E-10

1/8" = 1'-0"3 CONDUITS AT E-4

1 100% SD 05.08.2020

DNDN


B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

PL.N

LABORCOMPLIANCE

105

CCGSMANAGER

104

CCGS ADMIN.103

BUILDINGLOBBY

101

RECEPTION102

PASSAGE106

OFFICE107

DIRECTOR OFHUMAN

RESOURCES108

OFFICE109

HUMANRESOURCES

ADMINISTRATION110

DOCUMENTSTORAGE &

OFFICE111

CLOSET107A

PASSAGE112

CORRIDOR116

MEN130 WOMEN

131

PASSAGE113


STORAGE136

AUDIO ROOM133


134


KITCHEN135

PASSAGE114

PASSAGE128

STORAGE129

FINANCE DEPT.117

CONFERENCE125

STORAGE126

HR STORAGE127

FINANCEMANAGER

124

ACCOUNTGOFFICE III

123

ACCOUNTGOFFICE III

122

ACCOUNTGOFFICE III

121

SENIORBUDGETANALYST

120

CONTROLLER119

DIRECTOR OFFINANCE

118

CORRIDOR115


141

MAILBOXLOBBY

140

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2

STAIR 2ST2

STAIR 1ST1

STAIR 3ST3

PLANTER

EXTERIOR COURTYARD

EXTERIOR PATIO


12.4

(E) PANEL '1B'

(E) PANEL '1A'

(E) PANEL '1C'(E) PANEL '1D'

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.02

FIRST FLOORELECTRICAL REMOVAL

1/8" = 1'-0"1 1ST FLOOR ELECTRICAL REMOVAL

1 100% SD 05.08.2020



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

PL.N

AA

STAIR 1ST1

STAIR 3ST3

STAIR 2ST2

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2 EXEC.

DIRECTORSTORAGE

206B

CORRIDOR206A

CORRIDOR206

MEN235

STORAGE231

CONFERENCE230

STORAGE233

PASSAGE232

WOMEN234

PASSAGE202


244

I.T. MANAGER245

I.T. AREA242

I.T. AREA243

I.T. DIRECTOR246

I.T. STORAGE247

I.T. LAB229

PASSAGE252

EMPLOYEESTAFF ROOM

KITCHEN254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE204

ORED ALCOVE251

COPY ROOM218

STORAGE248DIRECTOR

ASSETMANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.222

PROG MGR223

PROG MGR224

PROG MGR225

PROG MGR226

ASSIST ASSETMGR227

MPOE149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE217

CORRIDOR205

CORRIDOR205A

IDF ROOM150

STAFFATTORNEY

212

FUTURE211

CHIEFOPERATING

OFFICER210

OFFICE209

OFFICE213

EXECUTIVELOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE214


208

FUTUREOFFICE

215


MANAGER216


236

EXECUTIVEDIRECTOR

238

CLOSET239


240

CLOSET241

CLOSET237

COURTYARDBELOW

PATIOBELOW

12.4

(E) PANEL '2C'

(E) PANEL '2D'

(E) PANEL '2B'

(E) PANEL '2A'

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.03

SECOND FLOORELECTRICAL REMOVAL

1/8" = 1'-0"1 2ND FLOOR ELECTRICAL REMOVAL

1 100% SD 05.08.2020

REF.

REF

.

DW

DW

GFCI

GFCI

GFCI

GFCI

PL.S

PL.S

1

1

3 5 7 9 11

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N

(E) PANEL '3A'

(E) PANEL '3H'

?

21

2121

21

21

7

?

?

29

31

33

35

?

?

?

?

?

?

28,30

32,34

36,38

40,42?

?

(E) MCR

42 6 8 10 12 12.4

zE4.011

STORAGE311 ?

?

ASST.MANAGER'S

OFFICE313

GARBAGE CHUTE310

STAIR 1ST1

??

??

ELEV. 1EL1

ELEV. 2EL2

KITCHEN314 LAUNDRY

315

??

??

??

??

??

??

ELEV. 3EL3

ELEV. 4EL4

LOBBY301

??

UNIT 2BR-M305

CORRIDOR302

STAIR 2ST2

SERVICESOFFICE

312

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.04

THIRD FLOORELECTRICAL REMOVAL

1/8" = 1'-0"1 3RD FLOOR ELECTRICAL REMOVAL

1 100% SD 05.08.2020

REF. REF.REF.

REF. REF.REF.

REF.

REF. REF.

REF.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

(E) PANEL 'A'(E) PANEL 'B'

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A402

1BR-B404

1BR-A406

1BR-B408

1BR-A410

TENANTSTORAGE

414

STAIR 1ST1

GARBAGE CHUTE413

1BR-A409

1BR-B407

1BR-A.1405

1BR-B403

1BR-M401

STAIR 2ST2

LOBBY411

CORRIDOR412

EXIT CORRIDOR1

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.05

FOURTH FLOORELECTRICAL REMOVAL

1/8" = 1'-0"1 4TH FLOOR ELECTRICAL REMOVAL

1 100% SD 05.08.2020

T T T T T

TTTTT

J

J

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

DISCONNECT POWER AND REMOVE HORSEPOWER RATED TOGGLE SWITCH FOR EXHAUST FANS. CONTRACTOR TO TEST CIRCUIT BACK TO PANEL 'R'. PROVIDE ALLOWANCE FOR REPLACEMENT OF CONDUIT AND CONDUCTOR. TYP.

(R) PANEL 'R'

(E) CATVEQUIPMENT

(E) 60A/3PDISCONNECT

(E) BOILER B-1CONTROL


PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.06

ROOF ELECTRICALREMOVAL

1/8" = 1'-0"1 ROOF ELECTRICAL REMOVAL

1 100% SD 05.08.2020

UPUP

SBSBSBSBSBSB

KEYNOTE STARTERTURN OFF OUTLINE IN FAMILY TYPE BEFORE PRINTING

B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

GARAGE1


ROOM, T.B.D.2

BUILDINGMAINTENANCE

ROOM3

NEWELEVATORMACHINE

ROOM, T.B.D.4

STORAGE5

STORAGE6

ELECTRICALEQUIP.

7

GARBAGEROOM

8


VAULT9

STAIR 1ST1

STAIR 2ST2

STAIR 3ST3

ELEV. 5EL5

ELEV. 1EL1

ELEV. 2EL2

ELEV. 3EL3

ELEV. 4EL4

12.4

(E) PANEL 'BA'

(E) FIRE ALARMCONTROL PANE

PULLBOX ON EACH SIDE OF NEW STRUCTURAL WALL.

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.21

BASEMENTELECTRICAL PLAN

1/8" = 1'-0"1 BASEMENT ELECTRICAL PLAN

1 100% SD 05.08.2020

DNDN


B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

LABORCOMPLIANCE

105

CCGSMANAGER

104

CCGS ADMIN.103

BUILDINGLOBBY

101

RECEPTION102

PASSAGE106

OFFICE107

DIRECTOR OFHUMAN

RESOURCES108

OFFICE109

HUMANRESOURCES

ADMINISTRATION110

DOCUMENTSTORAGE &

OFFICE111

CLOSET107A

PASSAGE112

CORRIDOR116

MEN130 WOMEN

131

PASSAGE113


STORAGE136

AUDIO ROOM133


134


KITCHEN135

PASSAGE114

PASSAGE128

STORAGE129

FINANCE DEPT.117

CONFERENCE125

STORAGE126

HR STORAGE127

FINANCEMANAGER

124

ACCOUNTGOFFICE III

123

ACCOUNTGOFFICE III

122

ACCOUNTGOFFICE III

121

SENIORBUDGETANALYST

120

CONTROLLER119

DIRECTOR OFFINANCE

118

CORRIDOR115

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2

STAIR 2ST2

STAIR 1ST1

STAIR 3ST3


141

MAILBOXLOBBY

140

12.4

(E) PANEL '1B'

(E) PANEL '1A'

(E) PANEL '1C'(E) PANEL '1D'

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.22

FIRST FLOORELECTRICAL PLAN

1/8" = 1'-0"1 1ST FLOOR ELECTRICAL PLAN

1 100% SD 05.08.2020

F

J



B B

C C

D D

E E

F F

G G

H H

I I

PL.E PL.E

PL.W PL.W

1

1

PL.S

PL.S 2 4 6 8 10 12

13

13

PL.N2

PL.N23 5 7 9 11

PL.N

AA


206B

CORRIDOR206A

CORRIDOR206

MEN235

STORAGE231

CONFERENCE230

STORAGE233

PASSAGE232

WOMEN234

PASSAGE202


244

I.T. MANAGER245

I.T. AREA242

I.T. AREA243

I.T. DIRECTOR246

I.T. STORAGE247

I.T. LAB229

PASSAGE252

EMPLOYEESTAFF ROOM

KITCHEN254

EMPLOYEESTAFF ROOM

253

BUSINESSCENTER

228

PASSAGE204

ORED ALCOVE251

COPY ROOM218

STORAGE248DIRECTOR

ASSETMANAGEMENT

219

ASSISTANTDIRECTOR

220

OREDDIRECTOR

221

ADMIN. ASSIST.222

PROG MGR223

PROG MGR224

PROG MGR225

PROG MGR226

ASSIST ASSETMGR227

MPOE149

MANAGEMENTOFFICE

249

MANAGEMENTOFFICE

250

ORED OFFICE217

CORRIDOR205

CORRIDOR205A

IDF ROOM150

STAFFATTORNEY

212

FUTURE211

CHIEFOPERATING

OFFICER210

OFFICE209

OFFICE213

EXECUTIVELOBBY

201

EXECUTIVECONFERENCE

207

OPEN OFFICE214


208

FUTUREOFFICE

215


MANAGER216


236

EXECUTIVEDIRECTOR

238

CLOSET239


240

CLOSET241

CLOSET237

STAIR 1ST1

STAIR 3ST3

STAIR 2ST2

ELEV. 3EL3

ELEV. 4EL4

ELEV. 1EL1

ELEV. 2EL2

12.4

(E) PANEL '2B'(E) PANEL '2A'

REMOVE AND RELOCATED JUNCTION BOX AND REROUTE CONDUITS ABOVE CEILING.

1

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.23

SECOND FLOORELECTRICAL PLAN

1/8" = 1'-0"1 2ND FLOOR ELECTRICAL PLAN

1 100% SD 05.08.2020

1 FURNISH AND INSTALL NEW GUTTER TO RE-ROUTE CONDUITS FEEDING PANELS ON FLOORS 3-13.

REF

. DW

REF

.

DW

GFCIGFCI

GFCI GFCI

GFCIGFCI

GFCI

GFCI

H

JJJ

J J

CR

PL.S

PL.S

1

1

3 5 7 9 11

13

PL.N2

PL.N2

PL.W PL.W

I I

H H

G G

F F

E E

D D

C C

B B

PL.E PL.E

PL.N

(E) PANEL '3A'

(E) PANEL '3H'

42 6 8 10 12 12.4

B

C

D

E

F

G

H

I

PL.E

PL.W

1PL.S 2 4 6 8 10 12 13

PL.N2

3 5 7 9 11 PL.N

A

12.4

STORAGE311

ASST.MANAGER'S

OFFICE313

GARBAGE CHUTE310

STAIR 1ST1

GATHERINGSPACE

309

LOUNGE308

ELEV. 1EL1

ELEV. 2EL2

KITCHEN314

LAUNDRY315

UNISEX316

UNISEX317

JANITOR306

ELEV. 3EL3

ELEV. 4EL4

LOBBY301

MANAGER'SOFFICE

307UNIT 2BR-M

305

CORRIDOR302

STAIR 2ST2

SERVICESOFFICE

312

CORRIDOR303

E4.022

(E) MCR

INNOVA 120V

INNOVA 120V INNOVA 120VINNOVA 120V

INNOVA 120V

1B

1

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.24

THIRD FLOORELECTRICAL PLAN

1/8" = 1'-0"1 3RD FLOOR ELECTRICAL PLAN

1 100% SD 05.08.2020

1 FURNISH AND INSTALL NEW CONDUITS UP TO 4TH FLOOR CEILING TO FEED REPLACED PANELS AT FLOORS 4-13.

REF

.

REF.

REF

.

REF.REF.


REF

.

REF.REF.REF.


REF

.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

(E) PANEL 'B'

(E) PANEL 'A'

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A402

1BR-B404

1BR-A406

1BR-B408

1BR-A410

TENANTSTORAGE

414

STAIR 1ST1

GARBAGE CHUTE413

1BR-A409

1BR-B407

1BR-A.1405

1BR-B403

1BR-M401

STAIR 2ST2

LOBBY411

CORRIDOR412

EXIT CORRIDOR1

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

1A

1B

1

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A502

1BR-B504

1BR-A506

1BR-B508

1BR-A510

TENANTSTORAGE

514

STAIR 1ST1

GARBAGE CHUTE513

1BR-A509

1BR-B507

1BR-A.1505

1BR-B503

1BR-M501

STAIR 2ST2

LOBBY511

CORRIDOR512

EXIT CORRIDOR*31

1A

1B

A. SEE ENLARGED PLANS FOR UNIT WORK.B. FURNISH AND INSTALL NEW LIGHT FIXTURES IN COMMON AREA AND

STAIRS. SEE FIXTURE SCHEDULE ON SHEET E0.0.

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.25

FOURTH AND FIFTHFLOOR ELECTRICALPLAN

1/8" = 1'-0"1 4TH FLOOR ELECTRICAL PLAN


1 100% SD 05.08.2020

GENERAL NOTES

1 FURNISH AND INSTALL NEW CONDUITS TO FEED PANELS ON FLOORS 4-13.

REF

.

REF.REF.REF.REF.

REF. REF. REF. REF.

REF

.

REF

.

REF.REF.REF.REF.

REF. REF. REF. REF.

REF

.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-M602

1BR-B604

1BR-B606

1BR-A608

1BR-A610

TENANTSTORAGE

614

STAIR 1ST1

GARBAGE CHUTE613

1BR-A609

1BR-B607

1BR-A.1605

1BR-B603

1BR-A601

STAIR 2ST2

LOBBY611

CORRIDOR612

EXIT CORRIDOR*32

1A

1B

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-M702

1BR-B704

1BR-A706

1BR-B708

1BR-A710

TENANTSTORAGE

714

STAIR 1ST1

GARBAGE CHUTE713

1BR-A709

1BR-B707

1BR-A.1705

1BR-B703

1BR-A701

STAIR 2ST2

LOBBY711

CORRIDOR712

EXIT CORRIDOR633

TYP1A

1B



PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.26

SIXTH AND SEVENTHFLOOR ELECTRICALPLAN



1 100% SD 05.08.2020

GENERAL NOTES

REF

.

REF. REF. REF.


REF

.

REF

.

REF. REF. REF.

REF. REF. REF. REF. REF.

REF

.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A802

1BR-B804

1BR-A806

1BR-B808

1BR-A810

TENANTSTORAGE

814

STAIR 1ST1

GARBAGE CHUTE813

1BR-M809

1BR-B807

1BR-A.1805

1BR-A803

1BR-B801

STAIR 2ST2

LOBBY811

CORRIDOR812

EXIT CORRIDOR733

TYP1A

1B

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A902

1BR-B904

1BR-A906

1BR-B908

1BR-A910

TENANTSTORAGE

914

STAIR 1ST1

GARBAGE CHUTE913

1BR-M909

1BR-B907

1BR-A.1905

1BR-B903

1BR-A901

STAIR 2ST2

LOBBY911

CORRIDOR912

EXIT CORRIDOR752

TYP1A

1B



PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.27

EIGHTH AND NINTHFLOOR ELECTRICALPLAN



1 100% SD 05.08.2020

GENERAL NOTES

REF

.

REF. REF. REF. REF.

REF. REF. REF. REF.

REF

.

REF

.

REF. REF. REF. REF.

REF. REF. REF. REF.

REF

.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A1002

1BR-B1004

1BR-A1006

1BR-B1008

1BR-M1010

TENANTSTORAGE

1014

STAIR 1ST1

GARBAGE CHUTE1013

1BR-A1009

1BR-B1007

1BR-A.11005

1BR-B1003

1BR-A1001

STAIR 2ST2

LOBBY1011

CORRIDOR1012

EXIT CORRIDOR771

TYP1A

1B

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A1102

1BR-B1104

1BR-A1106

1BR-B1108

1BR-M1110

TENANTSTORAGE

1114

STAIR 1ST1

GARBAGE CHUTE1113

1BR-A1109

1BR-B1107

1BR-A.11105

1BR-B1103

1BR-A1101

STAIR 2ST2

LOBBY1111

CORRIDOR1112

EXIT CORRIDOR790

TYP1A

1B



PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.28

TENTH AND ELEVENTHFLOOR ELECTRICALPLAN



1 100% SD 05.08.2020

GENERAL NOTES

REF

.

REF. REF. REF. REF.

REF.REF.REF.REF.

REF

.R

EF.

REF. REF. REF. REF.

REF.REF.REF.REF.

REF

.

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-A1202

1BR-B1204

1BR-M1206

1BR-B1208

1BR-A1210

TENANTSTORAGE

1214

STAIR 1ST1

GARBAGE CHUTE1213

1BR-A1209

1BR-B1207

1BR-A.11205

1BR-B1203

1BR-A1201

STAIR 2ST2

LOBBY1211

CORRIDOR1212

EXIT CORRIDOREL17

TYP1A

1B

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

B

C

D

E

PL.E

1PL.S 2 4 6 8 10 12 133 5 7 9 11 PL.N12.4

ELEV. 3EL3

ELEV. 4EL4

1BR-B1302

1BR-A1304

1BR-M1306

1BR-B1308

1BR-A1310

TENANTSTORAGE

1314

STAIR 1ST1

GARBAGE CHUTE1313

1BR-A1309

1BR-B1307

1BR-A.11305

1BR-B1303

1BR-A1301

STAIR 2ST2

LOBBY1311

CORRIDOR1312

EXIT CORRIDOR828

TYP1A

1B



PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.29

TWELFTH ANDTHIRTEENTH FLOORELECTRICAL PLAN



1 100% SD 05.08.2020

GENERAL NOTES

J

T T T T T

TTTTT

T

T

T

T

T

T

T

T

T

T

J

PL.S

PL.S

1

1

13

13

E E

D D

C C

B B

PL.E PL.E

PL.N

PL.N

4

4

2

2

6

6

8

8

10

10

12

12

12.4

12.4

(E) 60A/3PDISCONNECT

NEW PANEL 'R'

1

1

1

1

1

1

1

1

1

1

(E) CATVEQUIPMENT

11

1

1

1

1

1

1(E) BOILER B-1CONTROL


PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/8" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E2.30

ROOF ELECTRICALPLAN

1/8" = 1'-0"1 ROOF ELECTRICAL PLAN

SHEET NOTES

1. FURNISH AND INSTALL WP HORSEPOWER RATED TOGGLE SWITCH. ROUTE 3/4"C+2#12+#12GND TO NEW PANEL ON EMERGENCY GENERATOR.

#

1 100% SD 05.08.2020


A. FURNISH AND INSTALL POWER AND LOCAL DISCONNECTS TO ALL NEW ROOF MOUNTED EQUIPMENT AS SHOWN.

B. FURNISH AND INSTALL LOCATION GENERAL PURPOSE OUTLETS AS REQUIRED PER NEC 210.63.

SLEEVE VAULTWALLS FORPOWER CO.CABLES, PROVIDEGROUNDING, ETC.AS REQ'D.

UTILITY CO.TRANSFORMERIN OWNER-FURNISHEDVAULT.

2-4" C.O. TOPROPERTY LINE.

BASEMENT FLOOR

SERVICE CONDUCTORS BY UTILITY CO.CONDUIT AS REQUIRED.

2-3"

3-25

0 MCM

&1-

400M

CM A

L. TH

W

3 1/2"

3-50

0 MCM

&1-

400M

CM A

L. TH

W

(E) 2

"C-

INST

ALL N

EW4#

1/0+

#6GN

D

GROUND ASREQUIRED BYCODE.

2-2-

1/2" 3

-4/0

AL. T

HW E

ACH

3 1/2"

3-50

0 MCM

&1-

400M

CM A

L. TH

W

3 1/2"

3-50

0 MCM

&1-

400M

CM A

L. TH

W

PANELR

30

1ST FLOOR

2ND FLOOR

3RD FLOOR

4TH FLOOR

5TH FLOOR

6TH FLOOR

7TH FLOOR

8TH FLOOR

9TH FLOOR

10TH FLOOR

11TH FLOOR

12TH FLOOR

13TH FLOOR

ROOF

ELEV. PENTHOUSE

3 1/2"

3-50

0 MCM

&1 #

1 AL

. THW

100

1 1/2"

3#1

AL. T

HWTO ELEVATORCONTROLLERS

TO E

LEVA

TOR

CONT

ROL# 3

25.2KVA.

100

1 1/2"

3#1

AL. T

HW

# 425.2KVA.

30100AP.E.

100AP.E.

20A

20A

PANEL2B

PANEL2C

PANEL2A

PANEL1B

2-3"

4-25

0 MCM

AL. T

HW

3 1/2"

4-1/0

AL. T

HW

PANEL1A

PANELBA

2" 4

# 1/O

AL.

THW

30KW.

1-1/4

" 3 #

2 AL

. THW

2 - 3

" 3 -

350 M

CMAL

. THW

EAC

H

3/4" 3

# 8

200150AD.E.

200 100

2" 3

# 2/0

150AD.E.

70AD.E.

2" 3

# 2/0

TO E

LEVA

TOR

CONT

ROL

TO ELEVATORCONTROLLERS

# 139.6KVA.

30

# 239.6KVA.

# 519.8KVA.

3 # 10

3000A BUSS/N

DISCONNECT AND REMOVE MAINSWITCHBOARD "MSB". REPLACE WITHNEW "MSB" 120/208V. 3Ø 4W. BUS SIZE ASNOTED. MATCH AIC RATING OFEXISTING. COORDINATE SHUTDOWNAND TEMPORARY SERVICE WITH UTILITY.

0

30

3 # 10

0

PUMP CONTROLBY PUMPSUPPLIER.

WAT

ERHE

ATER

HOUSE PUMPS BSM' T. EXH. FANS

4300

125A.D.E.

AIRHANDLER

030

10A.D.E.

AIR COND.CONTROLCOMPR.

400350A.D.E.

PACKAGEDAIR COND.UNIT WITHINTEGRALSTARTER

MOTOR CENTER "MCR"(WEATHER PROOF EQUIPMENT

2" 3

# 3/O

AL.

THW

95KVA.

PULLBOXES TO INTERCEPTFEEDERS FOR STRUCTURAL

WORK. PULL NEW FEEDERS ASNEEDED, PROVIDE ALLOWANCE.

PULLBOXES ON OPPOSING SIDES OFNEW STRUCTURAL WALL IN BASEMENT.PULL NEW FEEDERS AS NEEDED,PROVIDE ALLOWANCE.

1-1/4

"3 #

2/0

PANEL13A

PANEL13B

PANEL12A

PANEL12B

PANEL11A

PANEL11B

PANEL10A

PANEL10B

PANEL9A

PANEL9B

PANEL8A

PANEL8B

PANEL7A

PANEL7B

PANEL6A

PANEL6B

PANEL5A

PANEL5B

PANEL4A

PANEL4B

1600ABUS.

400A3P

400A3P

400A3P

400A3P

400A3P

100A3P

400A3P

400A3P

400A3P

200A3P

100A3P

600A3P

40A3P

30A3P

30A3P

#2/0 AWG FRAMEGROUND ONLY

FOR LOADBANK

(N) GENERATOR100kW, 120/208V, 3PH,4W

(N) GENERATORCONTROL PANEL

TO (N) ANNUNCIATOR

TO E-STOP PUSH

100A/2P

100A/2P

TO PANEL 3H FORBATTERY CHARGERCIRCUIT.

NEW GENERATOR ON3RD FLOOR ROOF.

(N) 2" 4#1/0 + #6 GND

(N)ATS 100A 3 POLESOLID NEUTRAL ON 3RDFLOOR ROOF.

400A/2P

(N)ATS 400A 3 POLESOLID NEUTRAL ON 3RDFLOOR ROOF.

FURNISH AND INSTALL NEW FEEDER TO NEW ATS. REUSE EXISTING CONDUIT. PROVIDEALLOWANCE FOR NEW CONDUIT AND FEEDER (3-1/2"C+ 3 #500 MCM+ #1 CU. THW).COORDINATE WITH ARCHITECT FOR NEW PENETRATIONS.

PANEL3A

PANEL3H

SINGLE LINE DIAGRAM

NO SCALE

SINGLE LINE DIAGRAM1

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:



T: 415.777.0991

F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:


SCHEMATIC DESIGN

05.08.2020

Issued For:

ISSUE INFORMATION


c

1621 H

AR

RIS

ON

S

TR

EE

T,

OA

KLA

ND

, C

A

HA

RR

IS

ON

T

OW

ER

05/08/20

1902

E3.00

1 100% SD 05.08.2020

A. CONTRACTOR TO TEST ALL AFFECTED FEEDERS PRIOR TO DEMOLITION WORK, AND AFTER WORK HAS BEENCOMPLETED.

GENERAL NOTES

NO SCALE

PANEL SCHEDULES2

PULLBOX

STORAGEROOM

311

POE NETWORK SWITCHES

FIRST FLOOR

SURVEILLANCE NVR

S (TYP)

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

PULLBOX

FIFTH FLOOR

PULLBOX

SIXTH FLOOR

PULLBOX

SEVENTH FLOOR

PULLBOX

EIGHTH FLOOR

PULLBOX

NINTH FLOOR

PULLBOX

TENTH FLOOR

PULLBOX

ELEVENTH FLOOR

PULLBOX

TWELFTH FLOOR

PULLBOX

THIRTEENTH FLOOR

LOCATED AT STAIREXIT OF EACH FLOOR

LOCATED AT ELEVATORLOBBY OF EACH FLOOR

LOCATED AT INTERIORMAIN LOBBY

LOCATED AT EXTERIORMAIN LOBBY

LOCATED ATGATHERING SPACE 309 (1) LOCATED AT

ELEVATOR LOBBY(1) LOCATED ATCORRIDOR 302

PULLBOX

STORAGEROOM

311

FIRST FLOOR

C,E (TYP)

SECOND FLOOR

THIRD FLOOR

LOCATED AT EXTERIORMAIN LOBBY

CORRIDOR 302

LAUNDRY 315

COMPUTER ROOM 316

LOW VOLTAGE RISERS

PHASE:

SCALE:

PLOT DATE:

PROJECT NO:



T: 415.777.0991

F: 415.777.0992


Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:


SCHEMATIC DESIGN

05.08.2020

Issued For:

ISSUE INFORMATION


c

1621 H

AR

RIS

ON

S

TR

EE

T,

OA

KLA

ND

, C

A

HA

RR

IS

ON

T

OW

ER

05/08/20

1902

E3.01

1 100% SD 05.08.2020

SCHEMATIC

CCTV RISER DIAGRAM1SCHEMATIC

ACCESS CONTROL RISER DIAGRAM2

REF.

DW GFCI

REF

.D

W

GFCIGFCIH

GFCI

JJ J

GFCI

13

13

C C

B B

PL.E PL.E

PL.N

PL.N

8

8

10

10

12

12

12.4

12.4

STAIR 2ST2

13

13

C C

B B

PL.E PL.E

PL.N

PL.N

8

8

10

10

12

12

12.4

12.4

STAIR 2ST2

INNOVA 120VINNOVA 120V

INNOVA 120V

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/4" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E4.02

UNIT ELECTRICALPLANS

1/4" = 1'-0"1 2 BEDROOM - MANAGER'S UNIT ELECTRICAL REMOVAL

1/4" = 1'-0"2 2 BEDROOM - MANAGER'S UNIT ELECTRICAL PLAN

1 100% SD 05.08.2020


A. ALL DEVICES IN MANAGER'S UNIT TO BE DISCONNECTED AND REMOVED. SAFE OFF POWER FOR NEW CONSTRUCTION AT FLOOR PANEL.

B. FURNISH AND INSTALL NE WLIGHTS, ELECTRICAL DEVICES, AND UNIT HEATING.

C. FURNISH AND INSTALL CABLE TV CONNECTION.

REF.

H

GD IC

T

TV

REF

.

GFCI

GFCI

GFCI

H

GD

VS

GFCI

IC

VS

J J

EF

TV

REF.

IC

T

TV

REF

.

GFCI

GFCI

GFCI

H

GFCI

VS

GDIC

VSGFCI GF

CI

J J

EF

TV

C C

B B

6

6

8

8

DISCONNECT AND REMOVE WIRING AND

RACEWAY TO REMOVED KITCHEN EXHAUST

DAMPERS.

DISCONNECT AND REMOVE WIRING TO REMOVED KITCHEN EXHAUST DAMPERS.


RACEWAY FROM REMOVED THERMOSTAT.

C C

B B

6

6

8

8

2C

2B2B

2A

INNOVA 120VINNOVA 120V

EF LIGHT CONTROL

C C

B B

10

10

12

12

DISCONNECT AND REMOVE WIRING TO REMOVED KITCHEN EXHAUST DAMPERS.

DISCONNECT EXHAUST FAN POWER

FROM WALL SWITCH.


RACEWAY FROM REMOVED THERMOSTAT.

REMOVE AND DISCONNECT CATV

C C

B B

10

10

12

12

2C

2B2B

2A

INNOVA 120V INNOVA 120V

EF LIGHT CONTROL

PULL NEW COAX CABLE TO NEW CATV PORT.

PHASE:SCALE:



Architect:

Seal & Signature:

Project & Owner:

Sheet Title:

Consultants:

Sheet No.:



Issued For:

ISSUE INFORMATION


1/4" = 1'-0"

1621

HAR

RIS

ON

STR

EET,

OAK

LAN

D, C

A

HAR

RIS

ON

TO

WER

05/08/201902

E4.03

UNIT ELECTRICALPLANS

1/4" = 1'-0"1 UNIT 1BR-A ELECTRICAL REMOVAL

1/4" = 1'-0"2 UNIT 1BR-A ELECTRICAL PLAN

1/4" = 1'-0"3 UNIT 1BR-M ELECTRICAL REMOVAL

1/4" = 1'-0"4 UNIT 1BR-M ELECTRICAL PLAN

1 100% SD 05.08.2020

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