AC TRANSIT Water... · 2018-02-21 · t.p. transv. tr. typ. top of pavement transverse treated...

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S

ARCHITECTURE PLANNING ENGINEERING

117 PARK PLACEPOINT RICHMONDCALIFORNIA 94801

(510) 236-7435(FAX) 232-5325

http://www.intres.com

INTERACTIVE DESIGNED BY:

DRAWN BY:

CHECKED BY:

A-E PROJECT MANAGER:

ACT PROJECT MANAGER:

ACT FAC. MAINT. MANAGER:

CONTRACT # NUMBER:

AC TRANSIT PROJECT ID: P2157

A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET

NO. REVISION DATE APP'D

REFERENCES:

GENERAL OFFICE WATER INTRUSION REPAIRS

2018-1420

RICHARD WRZENSINSKI

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P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\mt\AC TRANSIT - GENERAL OFFICES - mt.rvt

TOM BUTT, FAIA

DERRICK PORTER, MIKE TRAN

TOM BUTT, FAIA

10-06-2017

COVER SHEET

T0.1

2016-077.02

1

ABBREVIATIONSA.B.ACOUS.ADM.ALSALT.ALUM.APPROX.ARCH.

ANCHOR BOLTSACOUSTICALADMINISTRATIVEASSISTIVE LISTENING SYSTEMALTERNATEALUMINUMAPPROXIMATEARCHITECTURAL

BLDG.BLK.BLKG.BM.B.N.BOT.BRD.BTR.

BUILDINGBLOCKBLOCKINGBEAMBOUNDARY NAILBOTTOMBOARDBETTER

CAB.CAC.

CAT.CEM. PLAS.CER.C.J.CLG.CLR.C.O.COL.CONC.CONN.CONT.CONTR.C.M.U.CPCSPE

CABINETCALIFORNIA ADMIN-ISTRATIVE CODECATWALKCEMENT PLASTERCERAMICCONSTRUCTION JOINTCEILINGCLEAR(GSA) CONTRACTING OFFICERCOLUMNCONCRETECONNECTIONCONTINUOUSCONTRACTORCONCRETE MASONRY UNITCOMPLETE PENETRATIONCHLOROSULFONATED POLYETHYLENE ("HYPALON")

DBL.DET.D.F.DIAG.DIA.DIM.DN.DP.DR.D.S.DSA

DOUBLEDETAILDOUGLAS FIRDIAGONALDIAMETERDIMENSIONDOWNDEEPDOORDOWNSPOUTDIVISION OF THE STATE ARCHITECT

EA.E.F.E.J.ELEV.ELVTRELEC.E.N.E.Q.EQPT.E.S.E.W.EXIST.EXP.EXT.

EACHEACH FACEEXPANSION JOINTELEVATIONELEVATORELECTRICALEDGE NAILEQUALEQUIPMENTEACH SIDEEACH WAYEXISTINGEXPANSIONEXTERIOR

FDN.FHWSFIN.FIN. FL.F.J.FL.FLUOR.F.N.F.O.C.F.O.F.F.O.M.F.O.S.FRMG.FT.

FOUNDATIONFLAT HEAD WOOD SCREWFINISHFINISH FLOORFLOOR JOISTFLOORFLUORESCENTFIELD NAILFACE OF CONCRETEFACE OF FINISHFACE OF MASONRYFACE OF STUDFRAMINGFOOT/FEET

G.S.M.GYP. BD.

GALVANIZED SHEET METALGYPSUM BOARD

H.D.HMA

HORIZ.H.S.B.HT.HDR.

HOLD-DOWNHAZARDOUS MATERIALSABATEMENTHORIZONTALHIGH STRENGTH BOLTSHEIGHTHEADER

IN.I.D.INSULISA

JT.JST.

JOINTJOIST

LONG (LENGTH)

MAX.M.B.MECH.MET.MEZZ.MFR.MIN.mm

MAXIMUMMACHINE BOLTSMECHANICALMETALMEZZANINEMANUFACTURERMINIMUMMILLIMETER

N/AN.I.C.NOM.N.T.S.

NOT APPLICABLENOT IN CONTRACTNOMINALNOT TO SCALE

O.C.O.H.OLAOPP.

ON CENTEROPPOSITE HANDOFFICE OF LOCAL ASSISTANCEOPPOSITE

PERIM.PBSP.C.C.PL.P.L.P.LAM.PLYWD.P.N.P.S.F.P.S.I.P.T.PT.

PERIMETERPUBLIC BUILDINGS SERVICEPRECAST CONCRETEPLATEPROPERTY LINEPLASTIC LAMINATEPLYWOODPLATE NAILPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRESSURE TREATEDPOINT

R.RAD.REINF.REQD.RES.R.O.R.S.RDWD.RO.R.W.L.

RISERRADIUSREINFORCEMENTREQUIREDRESILIENTROUGH OPENINGROUGH SAWNREDWOODROUGHRAIN WATER LEADER

GA.GAL.GALV.GSSGLBGRD.GSA

GAUGEGALLONGALVANIZEDGALVANIZED SHEET STEELGLUE LAMINATED BEAMGRADEGENERAL SERVICESADMINISTRATION

SAS.A.D.S.C.D.S.E.D.S.F.S.D.SHT.S.H.SIM.SLDR.SMDS.O.G.SPEC(S)SQ.S.S.S.S.DS.S.P.STRUC.SYM.

SUSPENDED ACOUSTICALSEE ARCHITECTURAL DRAWINGSSEE CIVIL DRAWINGSSEE ELECTRICAL DRAWINGSSEE FOOD SERVICE DRAWINGSSHEETSINGLE HUNGSIMILARSLIDERSEE MECHANICAL DRAWINGSSLAB ON GRADESPECIFICATION(S)SQUARESTAINLESS STEELSEE STRUCTURAL DRAWINGSSTANDARD STEEL PIPESTRUCTURALSYMMETRICAL

T.T.&B.T.&G.T.C.TEL.TERR.T.O.C.T.O.PL.T.O.S.T.O.SF.T.O.W.

TREADTOP AND BOTTOMTONGUE AND GROOVETOP OF CURBTELEPHONETERRAZZOTOP OF CONCRETETOP OF PLATE LINETOP OF STEELTOP OF SUBFLOORTOP OF WALL

T.P.TRANSV.TR.TYP.

TOP OF PAVEMENTTRANSVERSETREATEDTYPICAL

U.O.N.USMS

UNLESS OTHERWISE NOTEDUNITED STATES MARSHALL SERVICE

VERT.VFYVG.

VERTICALVERIFYVERTICAL GRAIN

W.WASH.W/W/CWD.W/OWP.WPF.

WIDEWASHERWITHWATER CLOSETWOODWITHOUTWATERPROOFWEATHERPROOF

L.

INCH(ES)INSIDE DIAMETERINSULATIONINTERNATIONAL SYMBOL OF ACCESS

X CROSS

SYMBOLSAND

AT

CENTER LINE

DIAMETER OR ROUND LINE

EXISTING

PERPENDICULAR

POUND OR NUMBER

PLATE

NEW

WORK POINT

NOMINAL FLOOR LEVELOR MATCH LINE

BUILDING GRIDLINESLocated on centerline(s) of structural columns, unless noted ohterwise

LOUVER SYMBOL

DOOR REFERENCE NO.(See Schedule)

WINDOW SYMBOL

GATE SYMBOL

SECTION / EXTERIORELEVATION SYMBOL

SECTION / ELEVATION NUMBER

SHEET NUMBER

DETAIL SYMBOL

DETAIL NUMBERSHEET NUMBER

INTERIOR ELEVATION SYMBOL

DETAIL NUMBER

SHEET NUMBER

EQUIPMENT SYMBOL

Size of framing member (millimeters)

Type Reference

REVISION SYMBOL

WIC- WOODWORK INSTITUTESERIES DESIGNATION

CABINET DESIGNATION

HEIGHTDEPTHWIDTH

KEYNOTE SYMBOL (See Note List )

NORTH

2A2.2

A-4

1

24

3

1

NREF

4

H100

1002436 30

4

4A-4

4

2000

4

PL

(N)

WP

A

(E)

#

@

SCOPE OF WORK

PROJECT DATA GENERAL NOTES

1. NEW CONSTRUCTION, IF SPECIFICALLY NOTED IN THE ARCHITECTURAL DRAWINGS, SHALL EITHER BE UNPREFIXED OR PREFIXED BY "NEW" OR (N) (NEW).

2. EXISTING CONSTRUCTION, IF SPECIFICALLY NOTED IN THE ARCHITECTURAL DRAWINGS, SHALL ALWAYS BE PREFIXED BY "EXIST" OR (E).

3. CONTRACTOR TO VERIFY ALL CONDITIONS AND MEASUREMENTS OF AS-BUILT CONSTRUCTION AFFECTING PROPOSED WORK. ANY/ALL INCONSISTENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH MATERIAL ORDER OR ANY WORK.

4. INFORMATION ON EXISTING CONDITIONS WAS OBTAINED FROM ORIGINAL DRAWINGS PROVIDED BY AC TRANSIT AND FROM LIMITED EXPLORATORY OBSERVATIONS. THE ARCHITECT ASSUMES THESE SOURCES TO BE RELIABLE, AND OBSERVED CONDITIONS ARE ASSUMED TO BE REPRESENTATIVE. HOWEVER, ACTUAL CONDITIONS MAY VARY. THE CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS.

THE ARCHITECTURAL SCOPE OF WORK GENERALLY INCLUDES BUT IS NOT LIMITED TO :

VICINITY MAP PROJECT TEAM

LOCATION MAP NOT TO SCALE

NOT TO SCALE

INTERACTIVE RESOURCES, INC. TOM BUTT, FAIA, LEED BD+C117 PARK PLACERICHMOND, CA 94801TEL: (510) 236-7435FAX: (510) 232-5325EMAIL: [email protected]: WWW.INTRES.COM

ARCHITECT OF RECORD

DRAWING INDEXAC TRANSIT


ARCHITECTURAL SHEET LIST

No. Title

A0.1 REFERENCE - (E) PATH OF TRAVELA1.1 BASEMENT & FIRST FLOOR PLANSA1.2 P3 & P4 PARKING & SECOND FLOOR PLANSA1.3 THIRD FLOOR PLANA1.3A ENLARGED RESTROOM PLAN & DETAILSA1.4 TENTH FLOOR PLANA1.5 PENTHOUSE & ROOF FLOOR PLANSA1.6 ENLARGED RAMP PLANS & S-FRAMING PLANSA8.1 EXTERIOR DETAILSA8.2 EXTERIOR DETAILSA8.3 EXTERIOR DETAILSA8.4 EXTERIOR DETAILSA8.5 EXTERIOR DETAILSA8.6 EXTERIOR DETAILSA8.7 EXTERIOR DETAILSA9.1 RAMP DETAILS

STRUCTURAL SHEET LIST

No. Title

S1.1 FRAMING PLANS1.2 STRUCTURAL DETAILS

1600 FRANKLIN ST, OAKLAND, CA 94612

OWNER:

AC TRANSIT ALIEZA BIRCHERSPECIAL PROJECTS MANAGER1600 FRANKLIN STOAKLAND, CA 94612CELL: (510) 421-0562EMAIL: [email protected]

SEISMIC DESIGN CATEGORY: D,E,F

OCCUPANCY CLASSIFICATION: B, S-2, A-3

CONSTRUCTION TYPE: TYPE 2-A; SPRINKLED

PROTECTED ASSEMBLIES: (fire-rated constructions)

FLOORS 2-HRSTRUCTURAL COLUMNS & BEAMS 2-HRELEVATOR SHAFTS 2-HRMECHANICAL SHAFTS 2-HREXIT STAIRWAY SHAFTS 2-HR

PROJECT SITE

PROJECT VICINITY

1

WALL REFERENCE:

5. THIS PROJECT INVOLVES REMOVAL OF PORTIONS OF EXISTING BUILDING SYSTEMS AND THEIR RECONSTRUCTION TO SUIT THE PROPOSED DESIGN. THESE DOCUMENTS INDICATE REQUIREMENTS FOR THE PRIMARY INTERFACE BETWEEN EXISTING AND NEW CONSTRUCTION. HOWEVER, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND ESTABLISH ALL OTHER INTERFACE CONDITIONS WHICH MAY BE REQUIRED AND DEEMED MOST SUITABLE TO SUIT THE PROPOSED DESIGN.

4.44

ROSANNA LERMA, PEPRINCIPALEDESIGNC INCORPORATED582 MARKET STREET, SUITE 400SAN FRANCISCO, CA 94104TEL: (415) 963-4303FAX: (415) 963-4341EMAIL: [email protected]: WWW.EDESIGNC.COM

MECHANICAL & ELECTRICAL

JIM DYER, PE, LEED APSENIOR MECHANICAL ENGINEEREDESIGNC INCORPORATED212 9TH STREET, SUITE 203OAKLAND, CA 94607TEL: (415) 963-4303OFFICE: (510) 433-0913 X-109EMAIL: [email protected]: WWW.EDESIGNC.COM

HENRY CHANPROJECT MANAGEREDESIGNC INCORPORATED212 9TH STREET, SUITE 203OAKLAND, CA 94607TEL: (415) 963-4303OFFICE: (510) 433-0913 X-108EMAIL: [email protected]: WWW.EDESIGNC.COM

6. "ADEQUATE SLOPE" IF NOT SPECIFICALLY IDENTIFIED QUANTITATIVELY IS DEFINED AS A CONDITION THAT WILL NOT SUSTAIN PUDDELING OF WATER AFTER 48 HOURS OF DRY WEATHER FOLLOWING PRECIPITATION.

(N) OR UPGRADED TRAFFIC COATINGS AT (E) ROOFS AND DECKS

(N) ELASTOMERIC COATINGS ON (E) CEMENT PLASTER

(N) PARAPET COPINGS

LOCALIZED REPAIRS AND ALTERATIONS OF (E) ROOF AND DECK AREAS

(N) ROOF ACCESS LADDERS

(N) PAINTING AND COATING OF CORRODED STEEL

REPLACEMENT OF (E) DOORS AND FRAMES

SELECTED DEMOLITION

REPAIRS, (N) OVERLAYS AND (N) TRAFFIC COATINGS AT SELECTED AREAS OF (E) PARKING GARAGE

REPLACEMENT OF ONE W16x31 BEAM IN PARKING GARAGE

REPAIR OF CRACKS IN CMU AND APPLICATION OF ELASTOMERIC COATINGS

REPLACE STAIRWELL PRESSURIZATION FAN SP-4: (1/M.01, 1/M2.7, 1/E1.7, 2/E2.7)

REPLACE STAIRWELL PRESSURIZATION FAN SP2: (4/M.01, 2/M2.7, E1.7)

REPLACE RESTROOM EXHAUST FAN E-1 AND DUCT: (3/M.01, 2/E1.7, 1/M2.7, 2/E1.7, 2/E2.7)

NEW RELIEF HOOD RH-1: (2/M.01, 1/M2.7)

REPLACE TRAFFIC COATING ROOF AT ELEVATOR EQUIPMENT WELL: (2/A1.5, SHEET NOTE 5)

GROUT SEISMIC DAMAGE ON NORTHEAST CORNER OF BUILDING: (2/A1.2, 12/A8.3, 13/A8.3, 14/A8.3)

ACCESSIBLE UPGRADE TO 3RD FLOOR RESTROOMS SHEET A1.3

INTERACTIVE RESOURCES, INC. AL WHITECAR, SE117 PARK PLACERICHMOND, CA 94801TEL: (510) 236-7435FAX: (510) 232-5325EMAIL: [email protected]: WWW.INTRES.COM

STRUCTURAL

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

12)

13)

14)

15)

16)

17)

18)

2. BASIS FOR DESIGN FOR RAMP AND TRENCH DRAIN:

"CORROSION EVALUATION & CONCEPTUAL REMEDIAL MEASURES"

5TH FLOOR PARKINGAC TRANSIT GENERAL OFFICE BUILDING

1600 FRANKLIN STREET, OAKLAND CASEPTEMBER 29, 2011

PREPARED BY: OLMM CONSULTING ENGINEERS

MECHANICAL SHEET LISTNo. Title

M0.1 MECHANICAL TITLE SHEETM1.2 GO MECHANICAL PARKING LEVEL AND SECOND FLOOR DEMOLITION PLANSM1.6 GO MECHANICAL 10TH FLOOR DEMOLITION PLANM1.7 GO MECHANICAL ROOF AND PENTHOUSE DEMOLITION PLANSM2.2 GO MECHANICAL PARKING LEVEL AND SECOND FLOOR PLANSM2.6 GO MECHANICAL 10TH FLOOR PLANM2.7 GO MECHANICAL ROOF AND PENTHOUSE PLANS

ELECTRICAL SHEET LISTNo. Title

E0.1 ELECTRICAL TITLE SHEETE1.2 GO ELECTRICAL PARKING LEVEL AND SECOND FLOOR DEMO PLANSE1.6 GO 10TH FLOOR DEMOLITION PLANE1.7 GO ELECTRICAL ROOF AND PENTHOUSE DEMOLITION PLANSE2.2 GO ELECTRICAL PARKING LEVEL AND SECOND FLOOR PLANSE2.7 GO ELECTRICAL ROOF, PENTHOUSE, AND 10TH FLOOR PLANS

2A2.2

DETAIL TITLE

DETAIL NUMBERREFERENCED SHEET NUMBER

REFERENCES1. DRAWINGS OF EXISTING CONDITIONS ARE PARTIALLY BASED ON THE FOLLOWING RECORD

DRAWINGS:

A. ALAMEDA - CONTRA COSTA TRANSIT DISTRICT GENERAL OFFICES FACILITY, 1600 FRANKLIN STREET, OAKLAND, CA 94612, BY ISHIMARU DESIGN GROUP, 9-20-85

B. AC TRANSIT GENERAL OFFICE, 1600 FRANKLIN STREET OAKLAND, CA 94612, VBN ARCHITECTS

BOTH ARE AVAILABLE ON REQUEST - THESE DOCUMENTS MAY BE HELPFUL BUT ARE NOT NECESSARILY ACCURATE IN ALL RESPECTS. VERIFY ALL CONDITIONS.

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.

REN. 3-31-19STATE OF CALIFORNIA

IR PROJECT 2016-077-02

BASE BID

APPLICABLE CODES

The 2016 triennial edition of CCR, Title 24:Part 1 - California Building Standards Administrative

CodePart 2 - California Building CodePart 2.5 - California Residential Building CodePart 3 - California Electrical CodePart 4 - California Mechanical CodePart 5 - California Plumbing CodePart 6 - California Energy CodePart 8 - California Historical Building CodePart 9 - California Fire CodePart 10 - California Existing Building CodePart 11 - California Green Building Standards CodePart 12 - California Reference Standards Code

2016 ADA Standards for Accessible Design

NFPA 13 Standard of the Installation of Sprinkler SystemsNFPA 14 Standpipe Systems (CA Amended)NFPA 17 Dry Chemical Extinguishing SystemsNFPA 17A Wet Chemical SystemsNFPA 20 Stationary PumpsNFPA 24 Private Fire Mains (CA Amended)NFPA 70 National Electrical CodeNFPA 72 National Fire Alarm Code (CA Amended)

(Note See UL Standard 1971 for "Visual Devices")

NFPA 80 Fire Door and Other Opening ProtectivesNFPA 253 Critical Radiant Flux of Floor Covering SystemsNFPA 2001 Clean Agent Fire Extinguishing Systems

ALTERNATE 1

1. REMOVE ABANDONED MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING VENT WALL AND DOOR, PROVIDE FIRE SPRINKLER MODIFICATIONS: (2/A1.7, 1/M1.6, M1.7, 1/M2.6,1/E1.6, 1/E1.7)

T0.1 COVER SHEET

1. REMOVE AND REPLACE CONCRETE AT A PORTION OF THE PARKING GARAGE RAMP, CLEAN AND PAINT STEEL AND APPLY FIREPROOFING, REPLACE GUTTER AT TRENCH DRAIN: (2/A1.91 THROUGH 8/A9.1, 1/M1.2, 1/M2.2, 1/E1.2, 1/E2.2).

ALTERNATE 2

ALTERNATE 3

1. ADD SECOND FLOOR ACCESSIBLE RESTROOM UPGRADE - SHEET A1.2

2. DELETE ACCESSIBLE UPGRADE TO THIRD FLOOR RESTROOM, SHEET A1.3

SEE SHEET A1.2 & A1.3 FOR ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL NOTE:

1. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREE ACCESS WITHOUT ANY ABRUPT CHANGES EXCEEDING1/2" AT 1:12 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL MAXIMUM, CROSS SLOPE OF 2%

2. CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVE PER SECTION 11B-202.4.

3. ALL EXTERIOR ENTRANCES AND EXITS INDENTIFIED WITH A TRIANGULAR ( ) SYMBOL ON THIS PLAN ARE ACCESSIBLE AND COMPLY WITH CBC 11B-202.4 INCLUDING:

A. 32" CLEAR OPENING MINIMUMB. REQUIRED STRIKE EDGE CLEARANCE AT PULL SIDE OF DOOR (24" FOR FRONT

AND LATCH, 36" FOR HINGE APPROACH);C. ACCESSIBLE THRESHOLD, HARDWARE (LEVEL), CLOSER, 10" KICK PLATE.

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

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P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt

Designer

Author

Checker

10-06-2017

REFERENCE - (E) PATH OF TRAVEL

A0.1

2016-077.02

2

NTS1 GROUND FLOOR (E) ACCESSIBLE PATH OF EGRESS

UP

UP

UP

DNDN DN

UP

FD

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

TREAT (1) INTERSECTION OF WALL AND FLOOR, (2) INTERSECTION OF WALL AND TOP OF CURB AND (3) INTERSECTION OF CURB FACE AND FLOOR WITH CRYSTALLINE WATERPROOFING. EXTEND MINIMUM 12" ONTO FLOOR AND 12" UP WALL BASE.

SEAL WITH CRYSTALLINE WATERPROOFING ABOVE @ INTERSECTION OF WALL AND FLOOR DECK

(E) ELEC CABINETS

(E) CONC. PADS

(E) SUMP PUMP

ELEC ROOM

SEWERPUMPING

ROOM

INTERIOR LAYOUT MAY NOT MATCH EXISTING

SEAL ABOVE @ VENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

P1 P2

CLEAN & PAINT ALL RUSTED AREAS ON STEEL STAIR STRUCTURE. REAPPLY FIREPROOFING AS REQUIRED

8

A8.2

1

REMOVE & REPLACE (E) GROUT IN CROSSHATCHED AREA WHERE GROUT IS MISSING, CRACKED OR BROKEN.

REMOVE & REPLACE (E) SEALANT JOINT AT BASE OF WALL

INTERIOR LAYOUT MAY NOT MATCH EXISTING

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:38:

19 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

BASEMENT & FIRST FLOOR PLANS

A1.1

2016-077.02

3

1/8" = 1'-0"1 0 - BASEMENT PLAN1/8" = 1'-0"2 1ST FLOOR PLAN (GROUND)

TRUENORTH

REFERENCENORTH

TRUENORTH

REFERENCENORTH

PLAZA JOINT SEALING & GROUTING, PAINTING REPAIR WATERPROOFING

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


DNDN

DN DN

DN

UP

DNDNDN

DNDN

UP

FD

FD

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

P3 P4

(N) GUTTER ABOVE (ALT 2)

(N) COPING

CLEAN & PAINT ALL RUSTED AREAS ON STEEL STAIR STRUCTURE. REAPPLY FIREPROOFING AS REQUIRED. PROVIDE STAIRWAY STRIPING PER CBC11B-504.4.1, CONTRASTING STRIPING FOR EXTERIOR STAIRS (TYP)

8

A8.2A1.6

1RAMP & TRENCH DRAIN REPAIR SEE BID ALTERNATES

6

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1' - 5"

P5

P6

A1.61

CLEAN & PAINT ALL RUSTED AREAS ON STEEL STAIR STRUCTURE. REAPPLY FIREPROOFING AS REQUIRED

REMOVE & REPLACE (E) DOOR & FRAME

SLOPE 1% MIN. TO DRAIN REMOVE (E) OVERLAY AND INSTALL NEW OVERLAY

3

3

2 AT CEMENT PLASTER AND CMU BOTH SIDES OF WALLS

4

2

AT CEMENT PLASTER AND

CMU, FULL HEIGHT

3

4

3

2AT CEMENT PLASTER AND CMU

2

FACE OF ADJACENT

BUILDING

FACE OF ADJACENT

BUILDING

TRAFFIC COATING TC-1 INCLUDING OVER CONCRETE EQUIPMENT PADS IN THIS AREA AND BELOW ELEVATED EQUIPMENT

1 COAT EXISTING CMU FULL HT. IF A PORTION IS INACCESSIBLE, COAT THE PART THAT IS ACCESSIBLE.

1 FULL HEIGHT

22' - 2"

(E) COPING

A8.37

A8.37

A8.38

4

201

4

4

N.E CORNER VOID REPAIR, SEE

A8.310

A8.312

A8.313

A8.314

(N) DRAIN @ LOW POINT, SEE MECH/PLUMBING DWGS

5

A8.2

5

A8.2

A8.37

(E) ROOF DRAINS5

(E) ROOF DRAINS5

RAMP & TRENCH DRAIN REPAIR

(E) DRAIN TO REMAIN

3

3

TRENCH DRAIN (ALT 2)

PROVIDE STAIRWAY STRIPING PER CBC11B-504.4.1, CONTRASTING STRIPING FOR EXTERIOR STAIRS (TYP)

(N) ACCESSIBLE RESTROOMS DIRECTIONAL SIGNAGE. SEE DETAIL 7/A1.3A

(E) ELEVATOR

(E) ELEVATOR

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:38:

49 P

M


TOM BUTT, FAIA

DERRICK PORTER

TOM BUTT, FAIA

10-06-2017

P3 & P4 PARKING & SECOND FLOOR PLANS

A1.2

2016-077.02

4

1/8" = 1'-0"1 P3 & P4 PARKING LEVEL PLAN1/8" = 1'-0"2 2ND FLOOR (P5-P6 PARKING LEVEL PLAN)

TRUENORTH

REFERENCENORTH

TRUENORTH

REFERENCENORTH

SHEET NOTES:

(N) WC-1 ELASTOMERIC WALL COATING


(N) COPING 5/A8.2 SIM

(N) TC-1 TRAFFIC COATING, PROVIDE SLOPE TO DRAIN WITH (N) OVERLAYS AS REQUIRED

(N) DOMES FOR ALL (E) ROOF DRAINS

REMOVE SOIL, PLANTER BOXES, IRRIGATION, PIPING & CONTROLS (WIRING VALVES, ETC..)

1

2

3

4

5

TRAFFIC COATINGS & OVERLAYS, RAMP & TRENCH DRAIN REPAIR, DRAINS, PAINTING & COATING REPAIR, DOOR & FRAME REPLACEMENT, COPING REPLACEMENT, CMU REPAIR

COPINGS, PAINT & COATING REPAIR

DURING CONSTRUCTION, NO PARKING OF DISTRICT VEHICLES WILL BE ALLOWED:- ON RAMPS- LEVELS P-3, P-4, P-5, AND P-6

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


6

FD FD

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

19

A8.2

OPEN TO P6

BELOW

REPAINT STEEL TRELLIS

1

1

1

2

554

5

5

3

(E) DRAIN

TYPICAL PITCH PANS, SEE 3/A8.3 AND 4/A8.3

4

2

4

3

(E) DRAINS

(E) PENETRATION

(E) DRAINS

6

6

6

A8.37

A8.37

A8.37

A8.37

(N) ELASTOMERIC COATING INSIDE PARAPET WALLS (BOTH DECKS) WC-2

A8.37

A8.38

TYP ALL TERMINATIONS

16

A8.2

A8.37 TYP ALL

TERMINATIONSA8.38

REMOVE TILE, SETTING BED, WATERPROOFING AND DRAIN. INSTALL (N) WATERPROOFING, PAVERS, PROTECTION BOARD DRAINS & FLASHING.

16

A8.6 A8.416

(N) (E)

(E) SHEET METAL COPING RECENTLY REPLACED

(N)

16

A8.6

A8.719(N)

A8.410

(E)

A8.516

(N)

16

A8.6A8.416

(N)(E)

A8.410

(E)

A8.516

(N)

16

A8.6

A1.3A6

3001

3002

(E) ELEVATOR

(E) ELEVATOR

(E) ELEVATOR

(E) ACCESSIBLE PATH OF TRAVEL

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:39:

09 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

THIRD FLOOR PLAN

A1.3

2016-077.02

5

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

TRUENORTH

REFERENCENORTH

SHEET NOTES:



(N) COPING 5/A8.2 SIM

(N) TC-3 TRAFFIC COATING, PROVIDE SLOPE TO DRAIN WITH OVERLAY AS REQUIRED

EPOXY INJECT CRACKS IN CMU


1

2

3

4

5

6

TRAFFIC COATINGS, WALL COATINGS, CMU REPAIR, COPINGS, PAINTING & REPAIR

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


DOOR AND HARDWARE SCHEDULE - THIRD FLOOR

MARKDoorType SIZE THICKNESS MATERIAL FINISH

FRAMEFIRE

RATINGSTC

RATING GLASS HANG DOOR

SECURE DOOR

PUSH/PULLCLOSEDOOR

PROTECTDOOR STOP/HOLDER

WEATHERSTRIPPING

SIGNAGE AND OTHER HARDWAREMATERIAL FINISH HEAD JAMB SILLINACTIVE

LEAF ACTIVE LEAF PERIMETER SILL HEAD THRESHOLD

3001 0' - 2" N/A3002 0' - 2" N/A

1 2

C

D

(N) RESTROOM SIGNAGE, SEE DETAIL

DEMOLISH (E) DRINKING FOUNTAIN AND CAP PLUMBING. PATCH WALL TO MATCH (E)

1' - 6"

(60" MIN CLR)

4' - 11"

5' - 0"

1' - 6"

3' -

6"

NOTE: SEE DETAIL 1/A1.3A FOR ACCESSIBLE MOUNTING HIEGHT FOR RESTROOM ACCCORIES

A1.3A9

(N) RESTROOM SIGNAGE, SEE DETAIL

A1.3A9

8' -

6"8'

- 8"

4' -

2"

RELOCATE URINAL AS REQUIRED

RELOCATE PARTITION

EQ EQ

2' - 8"

(E) MEN'S301

WOMEN'S302

(E) ACCESSIBLE PATH OF TRAVEL

CLEAR ACRYLIC PLASTIC, TYP.OPAQUE WHITE ACRYLICPLASTIC BACKING, TYP.PAINT BACKGROUND ON INTERIORFACE OF CLEAR PLASTIC, TYP.

RADIUS CORNERS, TYP.

BACKGROUND COLOR SHALL CONTRASTWITH WALL COLOR - 70% NON-GLARE TYP.SUB-SURFACE IMAGE EQUALLY SPACEDON SIGN, TYP.

BRAILLE LETTERS: CONTRACTED GRADE 2BRAILLE DOTS HT = 0.30" O.C. TYPBETWEEN CELLS = 0.10", TYP.

1/32" RAISED TEXT, UPPER CASE, SAN-SERIF, 3/4" LETTER HEIGHT.

MEN

1/8" (N.T.S.)1/8" (N.T.S.)

6" M

IN

WOMEN

3/8"

MIN 6" M

IN

NOTE: ATTACH SIGNS PER SPECIFICATIONS. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR.

3/8"

MIN

1

MEN'S RESTROOM DOOR SIGN WOMEN'S RESTROOM DOOR SIGN

6" DIAMETER (WALL SIGN)12" DIAMETER (DOOR SIGN)CENTERLINE

OF SIGN

CENTERLINE OF DOORAND SIGN

+60" A.F.F.

COLORCONTRASTING BACKGROUND AND COPY

ALL-GENDERRESTROOM

5/8" MIN TO 2" MAX

ACCESSIBLERESTROOMS ON 3rdFLOOR

5'-

0"6"

33" O

.C. A

FF

32" MIN. CLR.

FLUSH VALVE AT WIDESIDE OF TOILET AREA-OPERABLE W/ONE HAND & 5LBS MAX

17"-18"

WATER CLOSET(ACCESSIBLE)

36" GRAB BAR SEE DET 1/A902, TYP

WATER CLOSET(ACCESSIBLE)

33" O

.C. A

FF

12" MAX.42" MIN.

17"

GRAB BAR, MAINTAIN 1 1/2" CLR BEHIND AND BELOW GRAB BAR

40" M

AX.

SEAT

CO

VER

19" M

IN.

24" M

AX. t

oO

UTL

ET

24" MIN.

7"-9"

PAPER TOWELDISPENSER & WASTERECEPTACLE

40"

TO F

.E. H

AND

LE

4' -

0"

FIREEXTINGUISHER

CABINET

4' -

0"

FIREEXTINGUISHER

3' -

0"4'

- 0"MARKER BD

CHALKBD ORTACK BOARD

NOTE:

1. ALL FIXTURES AND ACCESSORIES ARE ACCESSIBLE UNLESS OTHERWISE NOTED OR DIMENSIONED.

2. ALL ACCESSORIES ARE TO BE ACCESSIBLE WITH A MAXIMUM REACH HEIGHT OF 3'-4" FROM FLOOR TO TOP OF OPERABLE PART.

3. BLOCKING IS REQD. FOR INSTALLATION OF ANY FIXTURES, SEE DET 12/- & 6/-

SANITARY NAPKIN DISPOSAL

40"

NOTE:ALL DIMENSIONS ABOVE ARE TO TOP OPERABLE PART

1' - 0" 2' - 0"MIN.MIN.

54" MIN.

MAX

4' -

11 7

/8"

SIGN

CODE

PER

PLUM

BING

URINAL (STANDARD)

ACCESSIBLE URINAL

SOAPDISPENSER

MIRROR

LAVATORY(FRONT VIEW)

PROVIDE INSULATION AT DRAIN PIPE+HOT WATER PIPING, AND

FLUSH CONTROL

URINAL DEPTH: 13.5" MIN. BETWN F.O. RIM & BACK

o/FIXTURE

3' - 4

"

MAX. HEIGTH TO BOT.o/MIRROR PER

A.D.A.

TOP o/RIM

4' -

0"

ROBE HOOK

(E) METAL STUDS

METAL BACKING, SEE

STIRRUP BRACKET

TOILET PARTITION

CERAMIC TILE

BACKER BOARD, TYP.

#10 SELF TAPPING SCREW

A1.3A2

MEN

A.D.A. REST RM. SIGNAGE@ SWING SIDE OF DOOR SEE

DOTTED LINESINDICATEDOOR FRAME

A.D.A. DOOR SIGN,SEE DET.

TOILET

EQ EQ

0' - 3"

5'-0

" TYP

ICAL

A1.3A4

A1.3A4

ARCHITECTURAL FINISHES

(E) STUD18 Ga PL CONT W/ 2 - #8 SMS

TO EACH STUD

VAR

IES

3" M

IN

NOTE: THIS DETAIL IS APPLICABLE TO ALLMISC EQUIPMENT ATTACH TO WALL,WEIGHT LESS THEN 50 POUNDS.

L 3 X 3 X 16Ga W/ 3- #10 SMS EA LEG T&B E.S.

ELEVATION

USE THE BACKING PLATE AT GRAB BARS,HANDRAILS, TV MOUNTED BRACKET AND WALL HUNG CABINETS.MAX. LOAD 500 POUNDS

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:39:

33 P

M


Designer

Author

Checker

10-06-2017

ENLARGED RESTROOM PLAN & DETAILS

A1.3A

2016-077.02

6

1/4" = 1'-0"6 3RD FLOOR - (E) RESTROOMS PLAN

TRUENORTH

REFERENCENORTH

NTS1 MEN'S & WOMEN'S TOILET WALL SIGNAGENTS4 DOOR SIGNAGE

NTS7 DIRECTIONAL/ROOM SIGN

3/8" = 1'-0"12 ACCESSIBLE MOUNTING HEIGHTS

3" = 1'-0"8 TOILET PARTIITON @ MET. STUD

NTS9 TOILETS ROOM DOOR SIGNAGE

NTS2 TYPICAL BACKING PLATE

FD FD

1 2 3 4 5 6 7 8

A

B

C

D

E

F

REPLACE (E) DOOR & FRAME

(E) SHEET METAL COPING RECENTLY REPLACED

ELASTOMERIC COATING INSIDE PARAPET WALLS (BOTH DECKS) WC-2

REMOVE (E) TILE, SETTING BED, WATERPROOFING AND DRAIN. INSTALL (N) WATERPROOFING, PAVERS, PROTECTION BOARD DRAINS & FLASHING.

SLO

PE

SLOPE

(E) ROOF DRAINS

1001

3

PROVIDE TEMPORARY OPENING IN (E) NON-STRUCTURAL EXTERIOR WALL TO MOVE DEMOLISHED EQUIPMENT TO DECK FOR LIFTING BY CRANE. PROVIDE ALL SERVICES RELATED TO USE OF CRANE. REMOVE & REINSTALL (E) EXTERIOR AND INTERIOR FINISHES TO MATCH (E). PROVIDE TEMPORARY SHORING AS REQUIRED (ALTERNATE 1)

PATCH WALL SEE MECH (ALTERNATE 1)

REMOVE (E) MECH EQUIP THIS AREA, SEE MECH (ALTERNATE 1)

ALL CURBS, DRAINS, PADS TO REMAIN

REMOVE (E) VENT WALL & DOOR, SEE MECH

(ALTERNATE 1)

REMOVE (E) STEEL POSTS & PATCH SUBSTRATE

4

16

A8.2

8

A8.1

2

(E) DAVITS

DAVITS

16

A8.6

16

A8.6

14

A8.5

A8.516

A8.719 A8.5

16

A8.719 16

A8.6

16

A8.6

14

A8.5

A8.416(N)

(E)

(N)A8.410

(E)

A8.410(E)

(N)

(N)

A8.414

(E)

A8.416

(E)

(N)

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:40:

13 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

TENTH FLOOR PLAN

A1.4

2016-077.02

7

1/8" = 1'-0"2 10TH FLOOR TRUENORTH

REFERENCENORTH

SHEET NOTES:



(N) TC-3 TRAFFIC COATING, PROVIDE SLOPE TO DRAIN WITH OVERLAY AS REQUIRED


1

2

3

4

DOOR AND HARDWARE SCHEDULE

MARK Door Type SIZE THICKNESS MATERIAL FINISH

FRAMEFIRE

RATINGSTC

RATING GLASS HANG DOOR

SECURE DOOR

PUSH/PULLCLOSEDOOR

PROTECTDOOR STOP/HOLDER

WEATHERSTRIPPING

SIGNAGE AND OTHER HARDWAREMATERIAL FINISH HEAD JAMB SILLINACTIVE

LEAF ACTIVE LEAF PERIMETER SILL HEAD THRESHOLD

1001 3'-0" x 7'-0" 0' - 1 3/4" HM (GALV) (PAINT) HM (GALV) PAINT 6/A8.4 6/8.4 3/A8.4 N/A N/A N/A MCKINNEY TA-2314 - SCHLAGE L9080 - LCN 4041 ROCKWOOD 10" KICK GJ100S PEMKO 290AS ZERO 355A ZERO 142A ZERO 561A1101 3'-0" x 7'-0" 0' - 2" HM (GALV) (PAINT) HM (GALV) PAINT 6/A8.4 6/8.4 3/A8.4 N/A N/A N/A MCKINNEY TA-2314 - SCHLAGE L9080 - LCN 4041 ROCKWOOD 10" KICK TRIMCO 1204 * PEMKO 290AS ZERO 355A ZERO 142A ZERO 561A * SEAL WATERTIGHT - PROVIDE BLOCKING1102 3'-0" x 7'-0" 0' - 2" HM (GALV) (PAINT) HM (GALV) PAINT 6/A8.4 6/8.4 3/A8.4 N/A N/A N/A MCKINNEY TA-2314 - SCHLAGE L9080 - LCN 4041 ROCKWOOD 10" KICK TRIMCO 1204 * PEMKO 290AS ZERO 355A ZERO 142A ZERO 561A * SEAL WATERTIGHT - PROVIDE BLOCKING

DEMOLITION, DECK REPAIR, STUCCO REPAIR, PAINTING & COATING, COPINGS, TRAFFIC COATINGS, WALL DEMOLITION & REPAIRS

(1029C)(PH9)(PH3)

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


UP

UP

UP

1 2 3 4 5 6 7 8

A

B

C

D

E

F

OPEN TO ELEVATOR EQUIPMENT WELL

BELOW

PENTHOUSE FLOOR BELOW

OPEN TO BELOW

REPAIR (E) DECK EDGE

(N) TRAFFIC COATING TC-3 THIS LEVEL

REPLACE (E) ACCESS LADDER WITH (N) METAL LADDER, SEE

COVER (E) OPENING W/ (N) STRUCTURAL DECK AND INSTALL NEW TRAFFIC COATING TC-2SEE 11/S1.1

NEW TRAFFIC COATING TC-3 THIS LEVEL

NEW TRAFFIC COATING TC-3 THIS LEVEL

SEAL (E) WALL PENETRATIONS, CLEAN, & REPAINT (E) EXPOSED STEEL BEAMS (3)

(E) STEEL GRATE WALKWAY

REPAIR (E) CURB AND RAIL

14

A8.1

14

A8.1

14

A8.1

REFER TO SHEET A2.9 & A3.19 (9-20-85) FOR ORIGINAL AS-BUILT CONDITIONS.

(E) DRAINS(E) DRAINS

(E) DRAINS

DAVIT ANCHOR TYP. SEE

(E) DRAINS

1

A8.2

2

A8.2

6

A8.2

6

A8.26

A8.2 42

4

4

2 24

21

3

73

3

6

3

3

3

33

19

A8.2

2

A8.3

TYP

TYP

8

8 8

8

(N) METAL ACCESS LADDER

2

A8.3

TYP

SEE MECH

(N) 16GA SHEET METAL COVER W/ STIFFENERS ON UNDERSIDE TO MAINTAIN MINIMUM 2% SLOPE TO DRAIN

REMOVE (E) ACCESS HATCH AND REPLACE, SEE MECH

SEE MECH FOR ROOFING EQUIP NOT SHOWN

OPEN UP WALL @ BULGE AND REPAIR. NOTIFY ARCHITECT TO TO REVIEW REPAIR METHOD

10

10

20

A8.2

10

7

7

7

1 2 3 4 5 6

7

8

8

A

B

C

D

E

F

COOLING TOWER WELL

REPLACE (E) DOOR & FRAME, SEE

PAINT (E) STAIR & LANDING, SEE

4

A8.2

12

A8.1

4

A8.2

6

A8.1

6

A8.1

12

A8.1

EQUIPMENT WELL

REMOVE MECH. EQUIP. THIS AREA. SEE MECH. DRAWINGS

(ALTERNATE 1)

CLOSE (E) OPENING ABOVE

SEE F/A3.19 C/A3.15 & J/A3.16 (9-20-85) FOR ORIGINAL AS-BUILT

(E) DRAINS

(E) DRAINS

33

3 3

16

A8.1

18

A8.1

20

A8.1

3

3 3

3

56

(N) ACCESS LADDER

PATCH WALL TO MATCH (E), SEE MECH DEMO

3

REPLACE (E) ACCESS LADDER

PATCH WALL TO MATCH (E), SEE MECH DEMO

PATCH EXTERIOR WALL TO MATCH (E), SEE MECH DEMO (ALTERNATE 1)

(N) 16GA SHEET METAL COVER W/ STIFFENERS ON UNDERSIDE TO MAINTAIN

MINIMUM 2% SLOPE TO DRAIN

8

8

REMOVE (E) VENT WALL & DOOR, SEE MECH

(ALTERNATE 1)

1101

A8.46

A8.43

A8.44

CLEAN & PAINT ALL RUSTED AREAS ON STEEL COLUMNS. REAPPLY FIREPROOFING AS REQUIRED

1102

9 9

9

9

REPLACE (E) DOOR & FRAME, SEE

A8.46

A8.43

A8.44

12

1

7

7

7

REMOVE (E) GRATING CLEAN, PAINT AND REINSTALL

CLEAN ALL EXPOSED SURFACES OF STEEL AND PAINT

PRESSURE WASH ALL (E) CEMENT PLASTER TO REMOVE LOOSE COATINGS. PATCH CRACKS AND APPLY (N) ELASTOMERIC COATING. WC-2

CLEAN OUT AND FILL WITH CEMENT PLASTER ALL VOIDS WHERE (E) STEEL PENETRATES WALLS. SEAL JUNCTIONS AS RECOMMENDED BY ELASTOMERIC COATING MANUFACTURER.

REMOVE (E) TRAFFIC COATING TO BARE CONCRETE PROVIDE MIN 1% SLOPE TO DRAIN WITH (1) SLOPING LATEX MODIFIED MORTAR, (2) EPOXY MORTAR, OR TRAFFIC COATING RESIN MIXED WITH AGGREGATE (IF MANUFACTURER ALLOWS) INSTALL (N) TRAFFIC COATING TC-2.

REPLACE ALL (E) "PITCH PANS" WITH (N) PITCH POCKETS SEE 7/A8.2.

REPLACE (E) COPING 5/A1.2 FOR (E) SEE 10/A8.2, 14/A8.2, AND 18/A8.2


PRESSURE WASH ALL (E) CEMENT PLASTER TO REMOVE LOOSE COATINGS, PATCH CRACKS AND APPLY (N) ELASTOMERIC COATING WC-1

TC-3 TRAFFIC COATING

SEE SHEET A1.6 FOR DOOR AND HARDWARE SCHEDULE

ALL REPLACEMENT DOORS SHALL BE PER CBC 11B-404, TYP

123

4

5

67

SHEET NOTES

89

1011

12

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:40:

38 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

PENTHOUSE & ROOF FLOOR PLANS

A1.5

2016-077.02

8

1/8" = 1'-0"1 ROOF PLAN1/8" = 1'-0"2 PENTHOUSE FLOOR

TRUENORTH

REFERENCENORTH TRUE

NORTH

REFERENCENORTH

PAINTING & COATING, TRAFFIC COATINGS & OVERLAYS, COPINGS, DOOR & FRAME REPLACEMENT, COVER ROOF OPENINGS, ACCESS LADDERS, DECK REPAIRS

DEMOLITION, TRAFFIC COATING & OVERLAYS, WALL PATCHING, PAINTING REPAIR, DOOR AND FRAME REPLACEMENT

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


DNDN

DN

DN

DN

3 4 5 6

C

D

26' -

9"

1

A9.1

4

A9.1

7

A9.1

7' - 1 1/2"

SLOPE DN

6.3%-6.5%SLOPE DN

14%-15%

1' - 4 1/2"

6" C

ON

C. C

UR

B

6' - 2" 1' - 11 1/2"

(E) (E)

(E)

6A9.1

TRENCH DRAIN (ALT 1)

3 4 5 6

C

D

6A9.1

5' - 0"1' - 0"

REMOVE AND REPLACE CONC. THIS AREA (MINIMUM). CLEAN AND PAINT ALL RUSTED STEEL FRAMING AND DECKING UNDER THIS AREA (ALTERNATE 1)2

A9.1

5

A9.1

8

A9.1

11

A9.1

SLOPE DN

6.3%-6.5% SLOPE DN

14%-15%

(N) (N)

(N)

3 4 5 6

C

D

5' - 4" 1' - 8"

(E)W

16X2

6

(E)W

12X1

4

(E)W

16X2

6

(E)W

16X3

1

(E)W

14X2

2

(E)W

12X1

6

(E)W

14X2

2

(E)W

21

(E)W18X46 (E)W14X22 (E)W14X22

(E)W14X22(E)W14X22(E)W14X22(E)W14X22

(E)W14X22 (E)W14X22

(E)W14X22(E)W14X22

(E)W

16X2

6

6A9.1

3 4 5 6

C

D

5' - 4" 1' - 8"

(E)W

16X2

6

(E)W

12X1

4

(E)W

16X2

6

(E)W

16X3

1

(E)W

14X2

2

(E)W

14X2

2

(E)W

21

(E)W18X46 (E)W14X22 (E)W14X22

(E)W14X22(E)W14X22(E)W14X22(E)W14X22

(E)W14X22 (E)W14X22

(E)W14X22(E)W14X22

(E)W

16X2

6

(N)W

14X2

2

(E)W

12X1

6

4' - 0"4' - 0"

11

A9.1

TYP EA. ENDA9.110

6A9.1

REPLACE BEAM, AND APPLY FIREPROOFING PAINT (BASE BID)

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:40:

56 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

ENLARGED RAMP PLANS & S-FRAMING PLANS

A1.6

2016-077.02

9

1/4" = 1'-0"1 PARTIAL PLAN OF GARAGE LEVEL P-5 (EXISTING CONDITION)

1/4" = 1'-0"2 PARTIAL PLAN OF GARAGE LEVEL P-5 (NEW)

1/4" = 1'-0"3 PARTIAL FRAMING PLAN OF GARAGE LEVEL P-5 (EXISTING CONDITION)

1/4" = 1'-0"4 PARTIAL FRAMING PLAN OF GARAGE LEVEL P-5 (NEW)

TRUENORTH

REFERENCENORTH TRUE

NORTH

REFERENCENORTH

TRUENORTH

REFERENCENORTHTRUE

NORTH

REFERENCENORTH

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


NOTE: IN SOME (E) CONDITIONS, CEMENT PLASTER IS CONTINUOUS TO DECK

ACTUAL CONDITION

NOTE: IN SOME (E) CONDITIONS , CEMENT PLASTER IS CONTINUOUS TO DECK.

ACTUAL CONDITION

3'-8" MIN (1008.1-6)

MIN LANDING (1008.1-6)

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:41:

09 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

EXTERIOR DETAILS

A8.1

2016-077.02

10

1 1/2" = 1'-0"2 (E) PLANTER AT ROOF DECK

3" = 1'-0"4 (E) CONC. CURB @ CEM. PLAS & S.V. WALL

3" = 1'-0"A1.56 (E) WALL BASE @ EQUIP. WELL

1 1/2" = 1'-0"A1.48 (E) WALL @ ROOF DECK - 10th FLOOR

1 1/2" = 1'-0"10 (E) OCTAGONAL COLUMN - 10th FLOOR

3" = 1'-0"A1.512 (E) WALL EQUIP. WELL

3" = 1'-0"A1.514 (E) FLASHING @ CURB PENETRATION

1/2" = 1'-0"A1.516 (E) STAIR & LANDING PLAN

1/2" = 1'-0"A1.518 (E) STAIR & LANDING SECTION

1 1/2" = 1'-0"A1.520 (E) STAIR DETAIL

(E) CONDITIONS (FROM RECORD DRAWINGS) FOR REFERENCE ONLY

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


(N) SHEET METAL COPING OVER SAF OVER 3/4" PLYWOOD SHIM AS REQ'D FOR SLOPE

SLOPE 4% MIN.

A8.25

A8.25

(N) ELASTOMERIC COATING (S-2 UNLESS OTHERWISE NOTED) (TYP, SEE PLANS) NOTE: IN SOME (E) CONDITIONS, CEMENT PLASTER IS CONTINUOUS TO DECK

(N) TRAFFIC COATING (SEE PLANS)

WALL COATING EXTENDS OVER TRAFFIC COATING (TYP.)

(E) CEMENT PLASTER WITH (N) ELASTOMERIC COATING

CHECK ((E) WOOD PLATE FOR SLOPE. REPLACE OR MODIFY IF SLOPE IS < 4% . PROVIDE MIN. 4% SLOPE

SAF

CONT. CLEAT

2"

3"

(E) STONE CLADDING

FASTENERS @ 18" O.C.

(N) SHEET METAL COPING

6"

WALL AT ADJACENT BUILDING WHERE

OCCURS

SURFACE APPLIED REGLET COUNTER FLASHING

(N) ELASTOMERIC COATING ON (E) CEMENT PLASTER(WC-2 UNLESS OTHERWISE NOTED)

(N) TRAFFIC COATING20

A8.2(E) DAVIT ACHOR SEE

REMOVE & REINSTALL (E) COUNTER FLASHING OR PROVIDE (N) COUNTERFLASHING;PAINT (E) TRAFFIC COATED BASE & COUNTERFLASHING

COPING N.I.C.

(E) ROOF PENETRATION; CLEAN, PRIME & PAINT PRIOR TO FILLING PITCH PAN

FLASH TRAFFIC COATING UP & OVER PITCH PAN AND 3" UP PENETRATION

4"

1" M

IN

R 2"

PITCH PAN APRON W/ 6" FLANGE ALL AROUND, FASTEN TO ROOF ON 3" CENTERS STAGGERED

POURABLE 2-PART URETHANE SEALANT JS-2 AND JS-3, SLOPE

AWAY FROM PENETRATION

NON-SHRINK GROUT

(E) CONCRETE ROOF DECK

(E) STEEL DECKING

"PITCH PAN" - ALL JOINTS SOLDERED, HEM TOP EDGE

PROVIDE 2" CLEARANCE BETWEEN PAN WALL AND PENETRATION

12 1

/2"

10"

6 1/2" Ø10" SQ. STEEL PLATE

(E) SEALANT - CLEAN AND AUGMENT

(E) SHEET METAL COLLAR (N) PAINT

(E) SHEET METAL PLATING - (N) PAINT

(E) TRAFFIC COATING - COVER WITH (N) TRAFFIC COATING

9 1/

2"

1' -

3" (E

)

PAINT (E) SHEET METAL

(N) FASTENERS AT 18" O.C. W. ARMORED NEOPRENE

WASHERS IN OVERSIZE HOLES

(N) SAF

(N) SHEETMETAL FLASHING COLLAR SOLDERED TO

COPING

(N) SEALANT

(E) RAILING POST

(N) SHEET METAL STORM COLLAR WITH DRAW BAND

MIN

3 1/

2"

MIN3"

SLOPE = 4% MIN

(N) TRAFFIC COATING OVER (E)

NOTE:PROVIDE COPING JOINTS BETWEEN POSTS.

2" MIN

1" M

AX2"

(N) 1/4" Ø ANCHOR @ 4'-0" O.C. (EMBED 2")

MIN 2 PER BOARD SAWCUT & BREAK OUT (E) CONC. IN LINE W/ EXTERIOR FACE OF

WALL FRAMING

(N) CONCRETE

WRAP (N) TRAFFIC COATING OVER EDGE AND FACE OF STEEL

(N) GALV. STUDS @18 O.C.

(N) PAINT

(N) SEALANT & BACKER RODCLEAN & PRIME ANY RUSTED AREAS ON (E) EXPOSED

STEEL DECK

(E) STEEL DECK

NOTE:INTEGRATE ENDS WITH (E) CEMENT PLASTER AND FLASHINGS AS REQUIRED FOR WATERTIGHT JOINT. PROVIDE SADDLE FLASHING AS REQUIRED.

(N) 16 GA. GALVANIZED DECK EDGE

(N) ELASTOMERIC COATING

(E) STEEL DECK

(E) CONC. ROOF W/ TRAFFIC COATING (E) CRACKS

(E) SHEET METAL DECKING EDGE

(E) SEALANT

(E) CEMENT PLASTER

(E) WET SEAL

(E) CEMENT PLASTER W/ ELASTOMERIC COATING

(WC-2 UNLESS OTHERWISE NOTED)

(E) OUTER FILLET SEAL

(E) BACKER ROD

(E) J-MOLD

(E) METAL C-CHANNEL FURRING

(E) METAL FRAMING

(E) ALUM. INTERIOR SILL

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:41:

28 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

EXTERIOR DETAILS

A8.2

2016-077.02

11

3" = 1'-0"A1.54 (E) WALL BASE @ EQUIP. WELL - 2HR WALL

1 1/2" = 1'-0"A1.18 (N) COPING AT FORMER PLANTER

3" = 1'-0"10 (E) PARAPET COPING @ S.V. WALL

3" = 1'-0"5 (N) TYPICAL COPING AT ROOF

1 1/2" = 1'-0"A1.319 TYPICAL PARAPET AT ROOF

1 1/2" = 1'-0"7 (N) "PITCH PAN"

1 1/2" = 1'-0"A1.520 (E) DAVIT ANCHOR

1 1/2" = 1'-0"A1.56 (N) COPING AT CURB AT EQUIPMENT WELL

3" = 1'-0"A1.52 (N) ROOF EDGE AT COOLING TOWER WELL

3" = 1'-0"1 (E) ROOF EDGE AT COOLING TOWER WELL

12" = 1'-0"16 CEM PLASTER AT WINDOW SILL

3" = 1'-0"14 (E) PARAPET @ 1 HOUR

3" = 1'-0"18 (E) PARAPET WALL @ NO HOUR

(E) CONDITIONS (FROM RECORD DRAWINGS) REF ONLY (E) CONDITIONS (FROM RECORD DRAWINGS) REF ONLY (E) CONDITIONS (FROM RECORD DRAWINGS) REF ONLY

(E) CONDITIONS (FROM RECORD DRAWINGS) REF ONLY

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


1' -

0"3'

- 9

1/2"

SIDE CLEARANCE1' - 3" MIN.

SIDE CLEARANCE1' - 3" MIN.

8 1/

2"

2' - 0" CLR

TOP OF PARAPET

WALL ANCHOR, VERIFY SUPPORT AT (E) FRAMING OR PROVIDE AS REQUIRED

.

6

A8.3

TYP

15' -

6"

A8.25

SET BRACKET IN SEALANT JS-5 AND FLASH WITH TRAFFIC COATING

HORIZONTAL STABILIZERS

SET IN SEALANT JS-5

NON- SLIP MATERIAL ON COPING

3"x2" RUNGS (TYP)

A8.25

SET BRACKET IN SEALANT JS-5 AND FLASH WITH TRAFFIC COATING

3' -

6"

MAX

1' -

0"

MAX

1' -

0"

MIN

7"

MIN

7"

MAX

1' -

0"

HORIZONTAL STABILIZERS

(E) CEMENT PLASTER

(E) SEALANT FILL

(E) SHEET METAL

(E) TRAFFIC COATING

(N) ELASTOMERIC COATING WC-2 OVER CEMENT

PLASTER

(N) SEALANT JS-2 AND JS-3 SLOPED MIN 4%

(N) SHEET METAL, PREP AND PRIME

(N) TRAFFIC COATING

(N) TRAFFIC COATING LAPPED UP WALL 4" MIN. AND OVER PITCH PAN -APPLY BEFORE WALL COATING

(N) FILLET AT BASE

SEALANT S-1 & BACKER ROD1"

1"

SHEET METALSEE 5/A8.2 FOR TYPICAL COPING

SLOPE SURFACE TO AVOID WATER ENTRAPMENT

(E)

SEE 5/A8.2 FOR TYPICAL COPING

SEALANT S-1 & BACKER ROD

SHEET METAL

(E) GROUT

(E) CMU

(E) STONE VENEER

(E) COPING

(N) COPING

(N) MORTAR

(N) SEALANT JOINTS

(N) FOAM EXPANSION JOINT

A8.313

A8.314

COAT EXPOSED

MORTAR & CMU

A8.25

(E) CMU

(N) ELEASTOMERIC COATING

(E) STONE CLADDING

(E) GROUT

SAWCUT KERFS 1/2" WIDE x 1" DEEP & INSTALL BACKER &

SEALANT

2"

INSTALL WP MEMBRANE "CERAMAR" FOAM EXPANSION

JOINT FILLER W/ "SNAPCAP." WHEN MORTAR SETS, REMOVE

SNAP CAP AND SEAL

(E) CMU

(N) ELEASTOMERIC COATING

(E) STONE CLADDINGEXPANDING FOAM PREFORMED EXPANSION JOINT JS-4 (E) GROUT

(N) MORTAR

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:41:

48 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

EXTERIOR DETAILS

A8.3

2016-077.02

12

1" = 1'-0"A1.52 TYPICAL ALUMINUM LADDER ELEVATION

1" = 1'-0"A8.36 TYPICAL ALUMINUM LADDER SECTION

1 1/2" = 1'-0"3

(E) TYPICAL PITCH PANS AT WELDMENTSADJACENT TO PARAPETS

1 1/2" = 1'-0"4

REPAIRED PITCH PAN AT WELDMENTSADJACENT TO PARAPETS SEE 7/A8.2

3" = 1'-0"A1.27

COPING TERMINATION AT BUTT JOINT TO STONECLADDING OR CMU

3" = 1'-0"A1.28

COPING TERMINATION AT PENETRATION TO STONECLADDING OR CMU

1 1/2" = 1'-0"A1.210 (E) NE CORNER CONDITION

1 1/2" = 1'-0"A1.212 (N) NE CORNER CONDITION

3" = 1'-0"A1.213 NE CORNER VOID REPAIR AT (E) GROUT

3" = 1'-0"A1.214 NE CORNER VOID REPAIR BETWEEN (E) GROUT

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


REMOVE & REPLACE (E) METAL DOOR FRAME

REMOVE & REPLACE (E) SEALANT JOINT

(E) STONE CLADDING

1 1/

2"1/

2"

2" 2" 2"

6"

PERIMETER WEATHERSTRIPPING

WATER SHED

WATER SHED TO BE MOUNTED ABOVE SWING OF

DOOR

1 1/

2"

(N) SHEET METAL PAN, SEE 4/A8.4

(N) THRESHOLD

(N) AUTOMATIC DOOR BOTTOM

BACKER & SEALANT

DOOR JAMB FRAME BEYOND(N) MTL. DOOR

(E) CONC. CURB

(E) BASE FLASHING AT STONE CLADDING

(N) SILL PAN FLASHING CONFIGURE TO LAP (E) BASE FLASHING AND SOLDER

JOINTS

12

A8.4

(E) DECK SURFACE IS CERAMIC TILE



(E) WALL IS METAL FRAMED

(E) CONDITIONS FROM RECORD DRAWING FOR REFERENCE ONLY (E) CONDITIONS FROM RECORD DRAWING FOR REFERENCE ONLY

(E) CONDITIONS FROM RECORD DRAWING FOR REFERENCE ONLY(E) CONDITIONS FROM RECORD DRAWING FOR REFERENCE ONLY

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:42:

04 P

M


TOM BUTT, FAIA


TOM BUTT, FAIA

10-06-2017

EXTERIOR DETAILS

A8.4

2016-077.02

13

12" = 1'-0"6 METAL DOOR FRAME HEAD & JAMB AT DOORS 1001 & 1101

12" = 1'-0"3 DOOR & THRESHOLD AT DOOR 1001 & 1101

3" = 1'-0"4 SILL FLASHING DIAGRAM

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


NTSA1.310 COLUMN & PLANTER - 10TH FLOOR

NTSA8.412 DETAIL AT OCTAGONAL COLUMN

NTSA1.414 FLASHING AT DAVIT SOCKET RECEPTACLE (@ DECK)

NTSA1.316 PLANTER @ DECK - 10TH & 3RD FLOOR

(E) FLASHING

(E) REGLET

(N) STAINLESS STEEL FLASHING

(N) 1/2" FOAM EXPANSION JOINT FILLER1/2"

(N) WATERPROOFING MEMBRANE

(N) PROTECTION BOARD

PAVE

R

2"

SAN

D

1"

(N) SAND BED THICKNESS VARIES MAX = 1"

(N) DRAINAGE COMPOSITE


(N) WATEPROOFING MEMBRANE

(N) PAVER

(E) CONCRETE. VERIFY SLOPE TO DRAIN MIN 2%. IF <2% , PROVIDE SLOPING MORTAR AS

REQUIRED TO OBTAIN MIN 2% SLOPE

(E) CONCRETE CURB

(E) TRIM

(E) 6

"

VAR

IES

SLOPE TO DRAIN 1% MIN, 2% MAX

(E) ALUMINUM FRAME AND GLAZING

(N) STAINLESS STEEL COUNTER FLASHING

(N) 1/2" FOAM EXPANSION JOINT FILLER







(N) PAVER(E) CONCRETE CURB

(N) WEEP SCREED/REGLET

MIN2"

MIN

3/8

"

SLOPE TO DRAIN 1% MIN, 2% MAX

CUT GRANITE VENEER AS REQUIRED

MATCH HEIGHT OF WEEP SCREED AT CEMENT PLASTER

(E) TS

(E) STONE VENEER SUPPORT ANGLE

REMOVE AND REINSTALL (E) GRANITE VENEER OR INSTALL (N) GRANITE

VENEER TO MATCH (E)



SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

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SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:46:

52 P

M


TOM BUTT, FAIA

MIKE TRAN

TOM BUTT FAIA

10-06-2017

EXTERIOR DETAILS

A8.5

2016-077.02

14

FULL SIZE14 DECK AT GLAZED WALL

FULL SIZE16 DECK AT (E) COLUMN

(N) STAINLESS STEEL COUNTER FLASHING

(N) 1/2" FOAM EXPANSION JOINT FILLER







(N) PAVER(E) CONCRETE CURB

(N) WEEP SCREED/REGLET

(E) METAL FRAMING

WEE

P SC

REE

D

3 1/

2"

SHEE

T M

ETAL

BAC

KIN

G

6" M

IN2"

MIN

(E) CEMENT PLASTER AND LATH (PAINT)

CUT AND BREAK (E) CEMENT PLASTER

(E) WRB OVER (N) SAF

(N) SAF

(N) CEMENT PLASTER AND LATH TO MATCH (E)

(N) SHEET METAL BACKING FOR SAF

(E) WRB

INSIDE OF PREVIOUS (E) PLANTER

MIN2"

SAN

D

1"

SLOPE TO DRAIN1% MIN, 2% MAX



SCALE:

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TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:47:

04 P

M


TOM BUTT, FAIA

MIKE TRAN

TOM BUTT FAIA

10-06-2017

EXTERIOR DETAILS

A8.6

2016-077.02

15

FULL SIZE16 DECK AT PARAPET BASE

1/8"11"

12"

WATERPROOFINGMEMBRANE

BREAK OUT (E) CONCRETE ASREQUIRED

(N) MORTAR AS REQUIRED

PROTECTION BOARD

FOAM EXPANSION JOINT FILLERPAVER

DRAIN MAT

JOINT SANDSEEPAGE HOLES INFILTRATION

PERORATIONS. DO NOT BLOCK WITHMEMBRANE OR PROTECTION BOARD

GRATE

WRAP FILTERFABRIC OVER

END TO PREVENTSAND OR

GRAVEL FROMENTERING

SEEPAGE HOLES

MIN

3 1

/2" V

ARIE

S6"

± C

ONC

RETE

VIF

2"

(N) PEA GRAVEL

(E) METAL DECK

1" MAX

TOP OF (E) CONC ADD SLOPINGMORTAR IF REQUIRED FOR 1%MIN SLOPE TO DRAIN

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

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SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:47:

13 P

M


TOM BUTT, FAIA

MIKE TRAN

TOM BUTT, FAIA

10-06-2017

EXTERIOR DETAILS

A8.7

2016-077.02

16

12" = 1'-0"19 REPLACEMENT DECK DRAIN

1' - 5"

3" 3"

1' - 4 1/2"

10 1/2"

8"

(E)W12X14

(E)W16X26

4"

5 1/2"

(E) CAST IRON GRATES 2" THICK

(E) CONC. DECK

(E) STEEL DECKING

(E) SHEET METAL GUTTER

(E) WELDED STUD

C

(E)W18X46

(E) CAST IRON GRATE(E) CONC. DECK SLAB

(E) SHEET STEEL

(E) CAST IRON DRAIN

(E) SHEET METAL OUTLET

(E) SHEET METAL GUTTER

2"8"

(E) COMPRESSION COUPLING

(E) STEEL DECKING

(E) SHEET METAL

2"3

1/2"

4 1/

2"

2ND FLOOR21' - 0"

3 4 5 6

P519' - 8"

P624' - 11"

5

A9.1A9.1

21

A9.1

(N) CONC.

A9.18

4

A9.1

7

A9.1

A9.111

NOTE:(E) CONCRETE FILL IS 2 1/2" LIGHTWEIGHT CONCRETE FILL W/ 6x6 - W1.4xW1.4 WELDED WIRE FABRIC OVER 2"x18GA STEEL

(E) (N)

(N)

(E)

(E) (N)

ALTERNATE 2

ALTERNATE 2

4 (E) COLD JOINT

(E)W16X31

14%-15%

6.3%-6.5%

(E) CONC. DECK SLAB

(E) STEEL DECKING, TOP OF PAN

SEE PLAN FOR EXTENT OF (E) CONCRETE REMOVAL

(N) CONC. - REINSTALL (E) GRATE GALV. L ANGLE 3 1/2x3x1/4"

GALV. 4"x1/2"Ø WELDED STUDS @ 3'-0" O.C.

SET FLANGE IN SEALANT JS-5

3/8"x2" S.S. CONCRETE SCREWS @ 24" O.C.

(N) FIREPROOFING

(N) STAINLESS STEEL GUTTER SAME DIMENSION AS EXISTING

1/2"

C

FIT OUTLET TO (E) CAST IRON DRAIN

GALV. SHEET METAL

GALV. L 2 1/2x2 1/2x1/4" W/ 4"x1/2"Ø WELDED STUDS @ 3'-0" O.C.

(N) FIREPROOFING

2 - 3/8" X 2" S.S. CONC. SCREWS

SET FLANGE IN SEALANT JS-5

(N)W14X22

(N) CONCRETE

SEE PLAN FOR LOCATION SAWCUT 1/3 DEPTH AND BREAK OUT. APPLY EPOXY BONDING AGENT TO BROKEN FACE WHEN PLACING NEW CONC.

(E) CONCRETE

(E) STEEL DECKING

(N) FIREPROOFING

BEAM

1 1/2"

PROVIDE #3 EPOXY SET DOWELS @ 12" O.C. (3" EMBED)

ADD (N) WELDED STUDS @ EACH LOW FLUTE LENGTH OF STUD TO MATCH (E)

CP TYP4

14%-15%

6.3%-6.5%

1"

(N) SEALANT S-3 AND BACKER ROD

PREFORMED JOINT SEAL

(N) FIREPROOFING

12 GA (0.040IN.) PLATE EACH SIDE; WELD TO (E) STEEL BEAM AND SOUND METAL DECK AFTER REMOVING SEVERLY CORRODED AREAS AND CLEANING MODERNATELY CORRODED AREAS.

6" MIN.

6" MIN.

SEE PLAN FOR EXTENT OF NEW CONCRETE

TYP

1 1/

2"3"

3"3"

1 1/2"2"

3- 7/8"Ø A325-N BOLTS (HSB)

(E) W14

TYP

(N) W14

1/2"

5/16

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



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CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:47:

23 P

M


TOM BUTT, FAIA

DERRICK PORTER

TOM BUTT, FAIA

10-06-2017

RAMP DETAILS

A9.1

2016-077.02

17

3" = 1'-0"A1.61 TRENCH DRAIN (E) CONDITION

3" = 1'-0"A1.64 TRENCH DRAIN (E) CONDITION (ALTERNATE 2)

1/4" = 1'-0"A1.66 SECTION @ P5-P6 RAMP

3" = 1'-0"A1.67 SECTION AT RAMP (E) CONDITION

3" = 1'-0"A1.62 TRENCH DRAIN (NEW CONDITION) ALTERNATE 2

3" = 1'-0"A1.65

TRENCH DRAIN (NEW CONDITION) - LONG. SECTION(ALTERNATE 2)

3" = 1'-0"A1.611

SECTION AT RAMP - TRANSITION FROM (N) TO (E)ALTERNATE 2

3" = 1'-0"A1.68 SECTION AT RAMP (NEW CONDITION) ALTERNATE 2

REMOVING (E) CONCRETE FILL OVER STEEL DECK

THE CONTRACTOR SHALL REMOVE (E) CONCRETE FILL OVER STEEL DECK INCLUDING LOW FLUTES. THE CONTRACTOR SHALL PROVIDE (N) WELDED WIRE FABRIC SAME AS (E) WELDED WIRE FABRIC. ALL (E) STEEL BEAMS HAVE 3/4" Ø WELDED STUDS OF VARIOUS SPACING.

DO NOT DAMAGE (E) STUDS, IF DAMAGE TO STUDS OCCURS, REPLACE W/ (N) 3/4"Ø STUDS @ SAME SPACING AS (E) STUDS.

DO NOT DAMAGE (E) STEEL DECK WHEN REMOVING CONCRETE FILL.

3" = 1'-0"10 (N) W14 TO (E) W14 BEAM (BASE BID)

LICENSED ARCHITECT

No. C 7,389

TH

OMAS K BUTT

.


6

6

7

7

8

8

D

E

F

(E)W

14X2

2

PLAN NOTES

1) INFILL (E) ROOF OPENING W/(N) 2 1/2" LIGHTWEIGHT CONCRETE FILL OVER 2"x18GA STEEL DECK W/ #3 @ 18" O.C. EW FILL REINFORCING.

2) USE VERCO 2" x 18GA FLOOR STEEL DECK OR EQUAL, SEE 8/S9.1

3) REMOVE (E) FIREPROOFING FOR (N) WORK AS NEEDED - REPLACE WHEN (N) WORK IS COMPLETE.

4) WELD (N) STEEL DECK TO (E) OR (N) STEEL FRAMING.-PROVIDE 3/4"Ø PUDDLE WELD AT EA. LOW FLUTE-PROVIDE 1 1/2" SIDE SEAM WELD AT SEAM JOINTS-PROVIDE 3/4"Ø PUDDLE WELDS @ 18" O.C. AT DECK BOUNDARY

(E)W

14X2

2

(E)W14X22

(E)W

14X22

(E)W

14X2

2

(E)W14X22

(E) M

OM

ENT

FRAM

E BE

AM(E

) MO

MEN

T FR

AME

BEAM

VERIFY

VERIFY

WF COL

WF COL

WF COL

WF COL

WF COL

(E)W

14X2

2VE

RIF

Y

VERI

FY

VER

IFY

(E)W

12X1

9

(E)H

SS5X5

(N)W

8X15

DECK SPAN

(N) EDGE ANGLE

(E) EXTERIOR WALL

(N) CONC. FILL OVER STEEL DECK

1

S1.2

2

S1.2

3

S1.2

4

S1.2

(E)W

14X22

SLOPE SURFACE TO DRAIN

S1.25

S1.25

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:47:

33 P

M


TOM BUTT, FAIA

DERRICK PORTER

TOM BUTT, FAIA

10-06-2017

FRAMING PLAN

S1.1

2016-077.02

18

1/4" = 1'-0"11 PLAN AT ROOF INFILL

REGI

STER

L ENGINEERNo. 2692

S

AL

K. W

EXP. 03-31-19

STATE OF CALIFORNIA

ANOISSEFORP

ED

LA

T UCTURAL

R

N

HITECAR,JR.

(E) W14x22#3x2'-0" EPOXY ANCHOR @ 18" O.C. (4" EMBED)

(N) L4x4x3/8" CONT.

2"

(N) L4x4x3/8" @ 2'-0" O.C. W/3/4"Ø MB AT EA. OUTRIGGER

IN THE FIELDTO BE DETERMINED

(E) METAL STUD WALL TO BE REMOVED

1/4

REMOVE (E) METAL STUD TRACK AND WALL FOR (N) WORK

(E) CONC. FILL OVER STEEL DECK

NOTE:PROVIDE 1/2"Ø HOLE IN L4x4 FOR (N) #3 EPOXY ANCHOR

(E) W12x19

FOR BALANCE OF INFORMATION SEE

VARIES T.O. (E) CONC.

1

S1.2

S1.27 OH TYP.

(E) WF BEAM

(E) STEEL ANGLE

PROVIDE 1/2"Ø HOLE FOR (N) #3 EPOXY ANCHOR SEE 7

A9.1FOR BALANCE OF INFORMATION SEE 1

S1.2

PUDDLE WELD3/4 Ø 18'

(E) EDGE ANGLE

(E) HSS

(N) W8x15(SKEWED IN PLAN)

1' - 0"

7

A9.1SEE

AT ENDS

5

S1.2

1 1/

2"

(N) L4x4 OUTRIGGER

(N) L4x4

#3 x 2'-0" EPOXY DOWEL @ 18" O.C.

PROVIDE 1/2"Ø HOLE IN (N) L4x4 @ 18" FOR EPOXY ANCHOR

4"

FIELD DRILL (N) HOLE IN (E) EDGE ANGLE FOR

(N) EPOXY ANCHOR

2"

1' - 0" 5" 5"

3' - 0"

DECK PROPERTIES

GAGE I IN S+IN³ S+IN³

TYPE F2 - 2" STEEL FLOOR DECK

4

0.423 0.361 0.3700.555 0.510 0.511

2018

1 1/

2" C

LEAR

#3 @ 18" O.C. EW

STEEL DECK SEE 8

S1.2

NOTE: (N) W8 BEAM IS SKEWED IN PLAN

3"3"

1 1/2"2"

2- 7/8"Ø A325-N BOLTS (HSB)

(E) WF BEAM

CP

(N) W8 BEAM

1/2"

1 1/

2"

1/4

SECTION A-A

ELEVATION

(N) W8 BEAM

(E) WF BEAM

A

A

SCALE:

ALIEZA BIRCHER

TOM BUTT, FAIA

R E S O U R C E S



(510) 236-7435(FAX) 232-5325



DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING #:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE:

SHEET


REFERENCES:


2018-1420

RICHARD WRZENSINSKI

OF

-

3210/1

7/20

17 3

:47:

41 P

M


TOM BUTT, FAIA

DERRICK PORTER

TOM BUTT, FAIA

10-06-2017

STRUCTURAL DETAILS

S1.2

2016-077.02

19

1" = 1'-0"S1.11 SECTION

1" = 1'-0"S1.12 SECTION

1" = 1'-0"S1.13 SECTION

1" = 1'-0"S1.14 SECTION

3" = 1'-0"S1.27 OUTRIGGER DECK CONNECTION

NTS8 FLOOR DECK PROFILE AND SECTIONAL PROPERTIES

1" = 1'-0"6 TYPICAL SECTION AT CONCRETE INFILL

1" = 1'-0"S1.15 (N) W8 CONNECTION TO (E) WF BEAM

REGI

STER

L ENGINEERNo. 2692

S

AL

K. W

EXP. 03-31-19

STATE OF CALIFORNIA

ANOISSEFORP

ED

LA

T UCTURAL

R

N

HITECAR,JR.

2" MIN HIGH FIRETREATED DOUGLASFIR #1 LEVELINGBLOCK. SHAPE TOLEVEL UNIT.

(TYP OF 2 PER SIDE).BOLT, "HILTI" KB-II3/8"Ø X 3" EXPANSION

(2 PER SIDE).BOLT INTO CURB1/4" HEX HEAD LAG

PAD ALL AROUND1/2" X 2" NEOPRENE

CONTRACTOR.

CONTRACTOR

CONCRETE ROOF

ROOFING BY ROOFING

BACKDRAFT

3" MIN

DAMPER

FLASHING BY MECHANICAL

18 GAUGE STEEL

CANTS AND COUNTERCURB (8" HIGH MIN),

SUPPLY FAN

INSULATION

SCALE:

1 SP-4 MOUNTING DETAILNONE

1/2" x 1/2" SCREEN

2" MIN HIGH FIRETREATED DOUGLASFIR #1 LEVELINGBLOCK. SHAPE TOLEVEL UNIT.

(TYP OF 2 PER SIDE).BOLT, "HILTI" KB-II3/8"Ø X 3" EXPANSION

(2 PER SIDE).BOLT INTO CURB1/4" HEX HEAD LAG

PAD ALL AROUND1/2" X 2" NEOPRENE

CONTRACTOR.

CONTRACTOR

CONCRETE ROOF

ROOFING BY ROOFING

BACKDRAFT

3" MIN

DAMPER

FLASHING BY MECHANICAL

18 GAUGE STEEL

CANTS AND COUNTERCURB (8" HIGH MIN),

RELIEF HOOD

INSULATION

SCALE:

2 RH-1 MOUNTING DETAILNONE

1/2" x 1/2" SCREEN

SCALE:

3 E-1 MOUNTING DETAILNONE

SCROLL DRAIN

(E) CONCRETE

WEATHER HOOD

PAD

MOTOR

(TYP).BOLT, "HILTI" KB-II3/8"Ø X 3" EXPANSION

SCALE:

4 SP-2 MOUNTING DETAILNONE

SCROLL DRAIN

(E) CONCRETEPAD

(TYP).BOLT, "HILTI" KB-II3/8"Ø X 3" EXPANSION

M2.7

M2.7

M2.7

M2.7

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:



ACT DIVISION MANAGER:

CONTRACT # NUMBER:

AC TRANSIT DRAWING NUMBER:

A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 M0.1

M0.1

SHEET INDEX

HVAC GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS (C.C.R.), 2010 CMC, AND ASCE 7.

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

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

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

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

6. WORKMANSHIP SHALL BE FIRST CLASS THROUGHOUT AND PERFORMED ONLY BY COMPETENT AND EXPERIENCED WORKMEN 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. (SEE ARCHITECTURAL ROOFING DETAILS AND SPECIFICATIONS).

11. LIMITING TRANSMISSION OF NOISE AND VIBRATIONS IS EXTREMELY IMPORTANT. CONTRACTOR TO PAY PARTICULAR ATTENTION THAT EQUIPMENT AND DUCTWORK ARE INSTALLED SO AS NOT TO CHATTER OR RUB AGAINST OTHER MATERIALS, EQUIPMENT ORBUILDING STRUCTURE. PROVIDE ISOMODE PADS, INSULATION OR OTHER SUITABLE MATERIALS TO AVOID DIRECT CONTACT AND NOISY CONDITIONS.

12. WHERE JOIST, STUD OR BEAM PENETRATIONS ARE REQUIRED, REVIEW ALL SUCH PENETRATIONS WITH ARCHITECT AND GENERAL CONTRACTOR BEFORE DRILLING OR NOTCHING. SEE STRUCTURAL DRAWINGS FOR CRITERIA ON JOIST PENETRATIONS - VERIFYWITH GENERAL CONTRACTOR.

13. PROVIDE DIELECTRIC INSULATING CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

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

15. ALL EXHAUST FAN DISCHARGES SHALL BE MINIMUM 3'-0" VERTICALLY OR 10' HORIZONTALLY FROM ANY AIR INTAKE OR BUILDING OPENING.

16. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS.

17. ALL DUCT JOINTS SHALL BE MADE WITH MASTIC SEALANT, SHEET METAL SCREWS AND TAPED AIR TIGHT WITH HARDCAST OR EQUIV., MINIMUM 2-1/2" WIDTH.

APPLICABLE CODES

1. 2013 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;3. 2013 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;4. 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;5. 2013 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.;6. 2013 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.;7. 2013 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R (PENDING ADOPTION)8. 2013 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R9. 2013 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.10. TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

NFPA 13, AUTOMATIC SPRINKLER SYSTEM, 2002 EDITIONNFPA 14, STANDPIPE AND HOSE SYSTEMS, 2007 EDITIONNFPA 24, PRIVATE FIRE SERVICE MAINS, 2002 EDITIONNFPA 72, NATIONAL FIRE ALARM CODE, 2007 EDITION

(AS AMENDED BY SFM. NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES")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 STANDARDSCITY OF OAKLAND BUILDING CODES

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 GRILLE/REGISTER

WALL EXHAUST GRILLE/REGISTER

SUPPLY AIR DUCT RISER/DROP

R or D

AL

FC

FSD/FD

SLOPED DUCT (RISE OR DROP)

FLEXIBLE DUCT

SQUARE TO ROUND DUCT

FLEXIBLE DUCT CONNECTION

FIRE-SMOKE DAMPER/FIRE 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/PIPE CONTINUATION

BDD BACK DRAFT DAMPER

REFERENCE NOTE

REFRIGERANT LIQUIDRL

REFRIGERANT SUCTIONRS

ABBR DESCRIPTION

HVAC LEGENDSYMBOL

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)

MECHANICAL ABBREVIATIONS

NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS APPLY

HWS HEATING HOT WATER SUPPLY

HWR HEATING HOT WATER RETURN

HWS

HWR

ABBR DESCRIPTION

HYDRONIC LEGENDSYMBOL

NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS APPLY

CHWS CHILLED WATER SUPPLY

CHWR CHILLED WATER RETURN

CHWS

CHWR

BOTTOM CONNECTION - BRANCH LINE

TEE DOWN

TEE UP

TOP CONNECTION - BRANCH LINE

PIPE DOWN

PIPE UP

CAPPED OR PLUGGED TEE

TEST TAP (PETE'S PLUG)

FLEXIBLE CONNECTOR

UNION

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

SOLENOID CONTROL VALVE

BUTTERFLY VALVE

RELIEF VALVE, P&T RELIEF VALVE

BALL VALVE

P&TRV

A NECK SIZECFM, FD

GENERAL OFFICE INTRUSION REPAIRSMECHANICAL TITLE SHEET

MECHANICAL SCOPEDEMOLISH ABANDONED IN PLACE MECHANICAL EQUIPMENT, DUCT AND ACCESSORIES. PATCH STRUCTURE/FINISHES.LEVEL 10, PENTHOUSE.

REMOVE AND REPLACE E-1 RESTROOM EXHAUST FAN. UPPER ROOF.

DEMOLISH STAIR RELIEF DAMPER, ACCESS HATCH AND SP-4 STAIR PRESSURIZATION FAN. PROVIDE NEW FAN ANDRELIEF DAMPER. ROOF.

INSTALL FIRE SPRINKLERS, NEPA 13 COVERAGE IN MECHANICAL ROOM. LEVEL 10, PENTHOUSE

INSTALL NEW RELIEF OUTLET DAMPERS. WEST STAIRS

RESEAL (E) DUCTWORK FOR (E) AC-9.ROOF.

REFER TO MATRIX BELOW SPECIFYING WHICH ITEMS ARE ADD/ALT.

JD

JD

RL

21

∅ 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 FEET

LWT LEAVING WATER TEMPERATUREMA MIXED AIRMAX 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 AIRSD SMOKE DAMPERSEER SEASONAL ENERGY EFFICIENCY RATIOSP STATIC PRESSURESQ.FT. SQUARE FEETSTRUCT STRUCTURALTA 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

M0.1 MECHANICAL TITLE SHEETM1.2 GO MECHANICAL PARKING LEVEL AND SECOND FLOOR DEMOLITION PLANSM1.6 GO MECHANICAL 10TH FLOOR DEMOLITION PLANM1.7 GO MECHANICAL ROOF AND PENTHOUSE DEMOLITION PLANSM2.2 GO MECHANICAL PARKING LEVEL AND SECOND FLOOR PLANSM2.6 GO MECHANICAL 10TH FLOOR PLANM2.7 GO MECHANICAL ROOF AND PENTHOUSE PLANS

DN

DN

DN

UP

DN

DN

DN

UP

1 2 3 4 5 6 7 8 9

P3 P4

8

A8.2

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

P5 P6

XX

XX

XX

XX

XX

XX

XX

X XX X X X X X X X X X

X X

XX

X X X X X X X X X

XX

X X X X X X

X X X X

XX

XX

XX

XX

XX

X

(E)4

4X12

(E)84X12

TRENCH DRAIN ABOVE

DROP DUCT DOWN

+/- 15" SO

TEMPORARY DUCT

IS BELOW PIPING

HUNG FROM SLAB

ABOVE.

RAISE DUCT BACK UP

TO MATCH HEIGHT OF

(E) DUCT

DROP DUCT TO JUST

ABOVE SLAB. TEMPORARILY

RELOCATE DUCT SMOKE

DETECTOR TO VERTICAL DUCT

RAISE DUCT BACK UP

TO MATCH HEIGHT OF

(E) DUCT

(E)4"SD

(E)3"SD

(E)3

"SD

3"RISER

REMOVE SPRINKLER HEADS

AND PIPING. SAVE FOR

REINSTALLATION.

ADD/ALT 2

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 M1.2

M1.2

REFERENCE SHEET NOTES

1 REMOVE (E) DUCTWORK, SUPPORTS, CONTROLS AND ASSOCIATED ACCESSORIES.

INSTALL TEMPORARY 44X12 DUCT AS HIGH AS PRACTICAL AND CONNECT TO (E).

INSTALL TEMPORARY 84X12 DUCT JUST ABOVE SLAB AND CONNECT TO (E).

2

3

TRUE

NORTH

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

MECHANICAL P3 & P4 PARKING LEVEL DEMOLITION PLAN1

TRUE

NORTH

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

MECHANICAL P5 & P6 PARKING LEVEL DEMOLITION PLAN2

GENERAL OFFICE INTRUSION REPAIRSMECHANICAL P3 & P4 PARKING LEVEL DEMOLITION PLAN

JD

JD

RL

22

XX

XX

XX

X X

XXXXX

XXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX X

XXXXXXXX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX XXXXXXXXXX

XX

XX

X

XX

X

XX

X

X X

XX

XXX

XX

X

XX

XX

XX

X X

XXXX

XXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX X

XXXXXXXX

XXXXXXXXXXXXX

XX

XX

X

XX

X

XX

X

X X X X

XX

XX

XX

X

XXXXXXXXXXX

X

X X X X X X X X X

X

XX

XX

XX

X

X

X

XX

X

XX

X

X

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XXXXXXX

XX

XX

XX

XXXXXXXXX

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X X X X X X X X X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XXX

X

X

XXX

X

X

XXX

X X

XX

XX

XX

X

X

X X X X

XX

XX

X

XX

XXX

X XX

X

X

XX

X

X XX

XX

X X X X X

XX

XX

XXX X

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

X X X X X X XX

XX

XX

XX

XX

XX

XXXXXXXX

XX

XX

X XX X

XXXXXX

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

1 2 3 4 5 6 7 8

A

B

C

D

E

F

SLO

PE

S

L

O

P

E

(E) ROOF DRAINS

X

XX

XX

X

XX

XX

X

X X X

XXXXX

XXXXXX XXXXX

XX

XX

XX

XXX

X

X

X

DEMOLISH (E) HHWS&R

PIPES TO WALL. CAP

AND PROVIDE BYPASS

BETWEEN PIPES AS

SHOWN.

(E) DOOR AND SECTION

OF WALL WILL BE

DEMOLISHED FOR

REMOVAL OF

(E) EQUIPMENT.

COORDINATE WITH

ARCHITECTURAL.

(E) DOOR AND SECTION

OF WALL WILL BE

DEMOLISHED FOR

REMOVAL OF

(E) EQUIPMENT.

COORDINATE WITH

ARCHITECTURAL.

DEMOLISH (E) EXHAUST

FAN HIGH ON WALL,

SUPPORTS, ASSOCIATED

ACCESSORIES AND

CONTROLS. PATCH AND

PAINT WALLS AND DECK

ABOVE TO MATCH EXISTING.

(BASE BID)

XX

XX

X

X X X X

XX

XX

X X

(E) SMOKE CONTROL FAN,

ASSOCIATED DUCTS, SUPPORTS

AND CONTROLS TO REMAIN.

DEMOLISH (E) CONDENSER WATERPIPING, SUPPORTS, AND ASSOCIATEDACCESSORIES UP THRU ROOF. PATCHROOF TO MATCH (E). COORDINATE WITHARCHITECTURAL.

DEMOLISH (E) OSA PLENUM, FILTERS,COILS, PIPING AND ASSOCIATEDACCESSORIES AND CONTROLS. PATCHAND PAINT FLOORS, WALLS AND CEILINGTO MATCH (E). COORDINATE WITHARCHITECTURAL. (ADD/ALT 1)

XXX

DEMOLISH (E) COLD WATER MAKEUP LINE,

BACKCHECK, VALVES AND ASSOCIATED

ACCESSORIES. CAP COLD WATER PIPE

BELOW SLAB. PATCH AND PAINT WALL,

FLOOR AND CEILING TO MATCH (E). COORDINATE

WITH ARCHITECT.

X

DEMOLISH (E) COLD WATER MAKEUP

LINE, BACKCHECK, VALVES AND

ASSOCIATED ACCESSORIES. COLD WATER

LINE TO HOSE BIBB IN EQUIPMENT WELL

ABOVE TO REMAIN. PATCH AND PAINT

WALL, FLOOR AND CEILING TO MATCH (E).

COORDINATE WITH ARCHITECT.

(E) TEMPERATURE CONTROL

PANELS TO REMAIN.

REMOVE VENT WALL & DOOR.

SEE ARCHITECTURAL.

ADD/ALT 2

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

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(510) 236-7435

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CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

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SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 M1.6

M1.6


1 DEMOLISH SUPPLY FAN, DUCTWORK, SUPPORTS, CONTROLS, AND ASSOCIATED ACCESSORIES.PATCH AND PAINT FLOORS WALLS AND CEILING TO MATCH (E). COORDINATE WITH ARCHITECTURAL.

REMOVE REFRIGERANT AND DISPOSE OF PER CODE AND LOCAL ORDINANCE (BASE BID).DEMOLISH CHILLER, PIPING, SUPPORTS, CONTROLS, CONCRETE PAD, AND ASSOCIATEDACCESSORIES (ADD/ALT 2).

DEMOLISH PUMP, PIPING, SUPPORTS, CONTROLS, CONCRETE PAD, AND ASSOCIATEDACCESSORIES. PATCH AND PAINT FLOORS WALLS AND CEILING TO MATCH (E). COORDINATE WITHARCHITECTURAL.

DEMOLISH (E) HYDRONIC UNIT HEATERS, SUPPORTS, CONTROLS, ASSOCIATED ACCESSORIES ANDHEATING HOT WATER PIPING AS SHOWN.

2

4

TRUE

NORTH

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

MECHANICAL 10TH FLOOR DEMOLITION PLAN1

GENERAL OFFICE INTRUSION REPAIRSMECHANICAL 10TH FLOOR DEMOLITION PLAN

3

JD

JD

RL

23

UP

UP

1 2 3 4 5 6 7 8

A

B

C

D

E

F

(E) DRAINS

(E) DRAINS

UP

1 2 3 4 5 6 7 8

A

B

C

D

E

F

OPEN TO ELEVATOR

EQUIPMENT WELL BELOW

OPEN TO

BELOW

PENTHOUSE

FLOOR BELOW

OPEN TO

BELOW

(E) DRAINS

(E) DRAINS FOR (E)

(E) DRAINS

(E) DRAINS

(E) EXHAUST AIROUTLET HOOD TOREMAIN

(E) AIR HANDLING UNIT(AHU-1) TO REMAIN.

(E) ROOF MOUNTEDSUPPLY AIR DUCTTO REMAIN


(E) ROOF MOUNTEDRETURN AIR DUCTTO REMAIN

(E) SMOKE CONTROLFAN, DUCT, SUPPORTSAND ASSOCIATEDACCESSORIES ANDCONTROLS TO REMAIN

(E) RELIEF HOOD, INLET SCREEN, BACKDRAFTDAMPER, CURB AND ASSOCIATEDACCESSORIES AND CONTROLS TO BEDEMOLISHED.

(E) ROOF ACCESS HATCH, LADDERAND CURB TO BE DEMOLISHED.OPENING IN ROOF TO REMAIN FOR(N) SMOKE CONTROL FAN.COORDINATE WITH ARCHITECTURAL.


(E) STAIR PRESSURIZATIONFAN (SP-2) TO BE REMOVED ANDREPLACED. DUCT, SUPPORTS ANDASSOCIATED ACCESSORIESAND CONTROLS TO REMAIN FOR(N) FAN. REMOVE PNEUMATICCONTROL LINES BACK TO WALLPENETRATION AND CAP AND SEALAIR TIGHT.

(E) WALL MOUNTEDSUPPLY AIR DUCTTO REMAIN

DEMOLISH (E) ROOF MOUNTEDSTAIR PRESSURIZATION FAN(SP-4), DUCTWORK, OUTLET LOUVER,SUPPORTS AND ASSOCIATEDACCESSORIES. CONTROLS WIRINGWILL BE EXTENDED TO LOCATION OFNEW FAN ON ADJACENT ROOF.

(E) RESTROOM EXHAUST FAN (E-1)TO BE REMOVED AND REPLACED.DUCT, SUPPORTS ANDASSOCIATED ACCESSORIES ANDCONTROLS TO REMAIN FOR(N) FAN.

REMOVE RELIEF OUTLET FORSTAIR PRESSURIZATION FAN,DAMPER AND OPERATOR.REMOVE PNEUMATICCONTROL LINES BACK TO WALLPENETRATION AND CAP AND SEALAIR TIGHT.

(E) VTR WITH (E)4"VENT PIPE CLAMPEDTO TOP. (E) VTR TOREMAIN.

(E) 4" VENT EXTENSIONTO BE REMOVED.

(D)E-1

(D)SP-2

(D)SP-4

ADD/ALT 1

ADD/ALT 1

ADD/ALT 1

ADD/ALT 2

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 M1.7

M1.7


1 DEMOLISH (E) RETURN FAN, DUCTWORK, SUPPORTS AND ASSOCIATED ACCESSORIES AND CONTROLS.PATCH AND PAINT FLOORS WALLS AND CEILING TO MATCH (E). COORDINATE WITH ARCHITECTURAL.

TRUE

NORTH

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

TOP OF ROOF MECHANICAL DEMOLITION PLAN1

TRUE

NORTH

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

PENTHOUSE MECHANICAL DEMOLITION PLAN 2

GENERAL OFFICE INTRUSION REPAIRSMECHANICAL ROOF AND PENTHOUSE DEMOLITION PLANS

JD

JD

RL

24

DN

DN

DN

UP

DN

DN

DN

UP

1 2 3 4 5 6 7 8 9

P3 P4

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

P5 P6

(E)4

4X12

(E)84X12

TRENCH DRAIN ABOVE

84X12

44X1

2

RELOCATE DSD FROM VERTICAL DUCT

AND INSTALL ON NEW HORIZONTAL DUCT.

COORDINATE WITH ELECTRICAL.

(E)3"SD

(E)3

"SD

(E)4"SD

3" RISER

3"SD

FD-1 - REFER TO

ARCHITECTURAL

SHEETS FOR

SPECIFICATION

FD

REINSTALL SPRINKLER

HEADS AND PIPING.

ADD/ALT 2

A

B

C

D

E

F

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 M2.2

M2.2


1 PROVIDE DUCTWORK CONNECTED TO (E) DUCTS.

TRUE

NORTH

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

MECHANICAL P3 & P4 PARKING LEVEL PLAN1

GENERAL OFFICE NEW DUCT INTRUSION REPAIRSMECHANICAL P3 & P4 PARKING LEVEL AND SECOND FLOOR PLAN

TRUE

NORTH

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

MECHANICAL P5 & P6 PARKING LEVEL PLAN2

JD

JD

RL

25

1 2 3 4 5 6 7 8

A

B

C

D

E

F

SLO

PE

S

L

O

P

E

(E) ROOF DRAINS

(E) HEATING HOTWATER PIPING TOREMAIN.

(E) SMOKE

CONTROL

FAN.

(E) TEMPERATURE

CONTROL PANELS

(E)2"

(E)1

-1/4"

(E)1-1/2"

(E)1

-1/4"

(E)1

"

PROVIDE COMPLETE FIRE

SPRINKLER COVERAGE IN

THIS AREA PER NFPA 13

MODIFY (E) FIRE SPRINKLER LINE, (E)

SPRINKLER HEAD LOCATION AND

ELEVATION AS REQUIRED FOR

COMPLETE FIRE SPRINKLER

COVERAGE IN THIS AREA PER

NFPA 13

ADD/ALT 2

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 M2.6

M2.6

TRUE

NORTH

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

MECHANICAL 10TH FLOOR PLAN 1

GENERAL OFFICE INTRUSION REPAIRSMECHANICAL 10TH FLOOR PLAN

JD

JD

RL

26

UP

UP

1 2 3 4 5 6 7 8

A

B

C

D

E

F

(E) DRAINS

(E) DRAINS

UP

1 2 3 4 5 6 7 8

A

B

C

D

E

F

OPEN TO ELEVATOR

EQUIPMENT WELL BELOW

OPEN TO

BELOW

PENTHOUSE

FLOOR BELOW

OPEN TO

BELOW

(E) DRAINS

(E) DRAINS FOR (E)

(E) DRAINS

(E) DRAINS

TRUE

NORTH

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

MECHANICAL TOP OF ROOF PLAN1

TRUE

NORTH

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

MECHANICAL PENTHOUSE PLAN 2

(E)AC-8

(E) AC-9 TO REMAIN.

(E) EXHAUST PLENUM:56" LONG x 48" DEEP x48" HIGH.

(E) 102"X56"FIRE/SMOKE DAMPER,PROVIDE 120VACACTUATORS.COORDINATE WITHELECTRICAL FORSMOKE DETECTORAND CONNECTION TOFIRE ALARM PANEL.

PROVIDE RELIEF OUTLET FORSTAIR PRESSURIZATION FAN,AND COUNTER-BALANCEDBAROMETRIC DAMPER (POTTORFFMODEL #BD-64). SET COUNTER-BALANCE WEIGHTS TO OPEN WHENFAN OPERATES.

AC-9 DUCTWORK PHOTOGRAPHS

(E)1

-1/4"

(E)1

"(E

)1-1

/2"(E

)1-1

/2"

(E)1

"(E

)1-1

/4"

(E)1

"(E

)1-1

/4"

(E)1

"(E

)1-1

/4"

(E)1

"(E

)1-1

/4"

(E)1

-1/2"

(E)1

-1/2"

(E)2-1/2"

(E)1

"(E

)1-1

/4"

(E)2-1/2" FP

PROVIDE COMPLETEFIRE SPRINKLERCOVERAGE IN THISAREA PER NFPA 13.

(N)2-1/2"

CONNECT NEW 2-1/2" AS LINE TOEXISTING.

MODIFY (E) FIRE SPRINKLERS LINES,SPRINKLER HEAD LOCATIONS ANDELEVATIONS IN THIS AREA AS REQUIRED FORCOMPLETE FIRE SPRINKLER COVERAGE PERNFPA 13.

(E) FIRE SPRINKLER MAIN

ADD/ALT 1

ADD/ALT 1

ADD/ALT 2

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 M2.7

M2.7

REFERENCE SHEET NOTES1 CONNECT (N) SP-2 TO (E) DUCTWORK, MODIFY (E) DUCTWORK AS REQUIRED AND RESEAL.

CONNECT FAN TO FIRE ALARM PANEL USING CONNECTION FROM DEMOLISHED FAN.

PROVIDE RELIEF HOOD OVER OLD ACCESS HATCH LOCATION.

PROVIDE (N) SP-4 ON ROOF AND DUCT DOWN THRU ROOF WITH GRILLE AT BOTTOM OF DUCT, 2 FTBELOW BOTTOM OF ROOF DECK. PROVIDE ADDITIONAL WIRING AS NEEDED TO CONNECT FAN TOFIRE ALARM PANEL USING CONNECTION FROM DEMOLISHED FAN.

REPAIR AND RESEAL (E) DUCTWORK.

PROVIDE (N) E-1 AND CONNECT TO (E) EXHAUST PLENUM.

2

3

GENERAL OFFICE INTRUSION REPAIRSMECHANICAL ROOF AND PENTHOUSE PLAN

4

5

JD

JD

RL

27

GENERAL ELECTRICAL NOTES

1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING JOB CONDITION. HE SHALL EXAMINE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND SHALL HAVE HAD VISITED THE CONSTRUCTION SITE, PRIOR TO SUBMITTING HIS BIDPROPOSAL. HE SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THISCONNECTION 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 FORTHE DURATION OF THE PROJECT.

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

3. WORK SHOWN IN THESE PLANS ARE NEW, UON. INSTALLATION SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. A WRITTEN APPROVAL ISREQUIRED. USE SURFACE RACEWAYS, WIREMOLD, OR EQUAL.

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

5. 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 TO WALLS.

6. SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS. FURNISH AND INSTALL FIRE RATED BACKBOXES AS REQUIRED TO MAINTAIN FIRE RATING OF CEILING OR WALLS WHERE RECESSED 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 FORFIRE RESISTIVE CONSTRUCTION, OPENINGS FOR STEEL ELECTRICAL OUTLET 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 OFWALL OR PARTITION. 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.

7. THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF THE ARCHITECTURAL DETAILS OR SPECIFICS OF ELECTRICAL CONSTRUCTION. TAKE ALL DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. BEFOREROUGH-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 ABOVECOUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN. SEE ELECTRICAL SECTION OF ARCHITECTURAL SPECIFICATIONFOR ADDITIONAL INFORMATION.

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

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

10. 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 MEANS FUSE PROTECTION IS REQUIRED).

11. CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM OF 24" OF WEATHERPROOF FLEXIBLE CONDUIT TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THE STRUCTURE. COORDINATE ALL MOTOR OVERLOADS AND/ORFUSES FURNISHED BY THIS CONTRACT WITH THE ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR NAMEPLATE FULL LOAD CURRENT AND SERVICE FACTOR. FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUALELEMENT. FUSES FOR OTHER "NON-INRUSH" LOADS SHALL BE FAST ACTING. ALL FUSES SHALL BE CURRENT LIMITING CLASS RK5 OR CLASS L, UON

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

13. ALL CONDUIT SHALL BE 3/4" MINIMUM.

14. GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND ALL EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS AND SWITCHBOARDS, ETC. IN ACCORDANCE WITH NEC ARTICLE 250.

15. 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.

16. ALL LIGHTING FIXTURE LOCATIONS AND ROUTING SHALL BE REVIEWED BY ARCHITECT PRIOR TO ROUGH-IN.

17. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 36" CLEARANCE PER NEC ARTICLE 110.26.

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

19. DEVICES AND EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED.

20. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND SHALL BE INSTALLED AS PER THE LISTING AND LABELING.

21. PENETRATIONS OF FIRE RATED WALLS CEILINGS OR FLOORS SHALL COMPLY WITH CBC CHAPTER 7 REQUIREMENTS.

22. WHERE OUTLET BOXES ARE INSTALLED WITHIN RATED ASSEMBLIES, PROVIDE 3M MOLDABLE PUTTY PADS OR EQUAL TO MAINTAIN FIRE RATED ASSEMBLIES.

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

APPLICABLE CODES

1. 2010 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2010 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.;

(2009 INTERNATIONAL BUILDING CODE VOLUMES 1-2 & 2010 CALIFORNIA AMENDMENT)3. 2010 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;

(2008 NATIONAL ELECTRICAL CODE & 2010 CALIFORNIA AMENDMENT)4. 2010 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;

(2009 UNIFORM MECHANICAL CODE & 2010 CALIFORNIA AMENDMENT)5. 2010 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;

(2009 UNIFORM PLUMBING CODE & 2010 CALIFORNIA AMENDMENT)6. 2010 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.;7. 2010 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.;

(2009 INTERNATIONAL FIRE CODE & 2010 CALIFORNIA AMENDMENT)8. 2010 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R (PENDING ADOPTION)9. 2004 SAFETY CODE FOR ELEVATORS AND ESCALATOR (ASME A17.1-2004)10. 2010 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R

(2009 INTERNATIONAL EXISTING BUILDING CODE AND 2010 CALIFORNIA AMENDMENTS)11. 2010 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.12. TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

AISC 360-05 SPECIFICATION FOR STRUCTURAL BUILDINGSNDS-05 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005 SUPPLEMENTACI-318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEASME 17.1 ELEVATOR STANDARD, 2004 EDITIONNFPA 13, AUTOMATIC SPRINKLER SYSTEM, 2002 EDITIONNFPA 14, STANDPIPE AND HOSE SYSTEMS, 2007 EDITIONNFPA 17-A, WET CHEMICAL EXTINGUISHING SYSTEMS, 2002 EDITIONNFPA 20, STATIONARY PUMPS, 2003 EDITIONNFPA 24, PRIVATE FIRE SERVICE MAINS, 2002 EDITIONNFPA 72, NATIONAL FIRE ALARM CODE, 2007 EDITION

(AS AMENDED BY SFM. NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 253, CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS, 2006 EDITIONNFPA 2001, CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2004 EDITIONREFERENCE CODE SECTION FOR NFPA STANDARDS - CBC(SFM) 3504.1TITLE 24 C.C.R. ACCESSIBILITY STANDARDSAMERICAN WITH DISABILITIES ACT (A.D.A., ADAAG) FEDERAL ACCESSIBILITY STANDARDSCITY OF OAKLAND BUILDING CODES

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 E0.1

E0.1

GENERAL OFFICE INTRUSION REPAIRSELECTRICAL TITLE SHEET

SHEET INDEX

SYMBOLS

BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED IN CEILING SPACE OR WHERE POSSIBLE, EXPOSED ON ROOF OR BUILDING EXTERIOR.

BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED UNDER FLOOR, UNDERGROUND OR WHERE POSSIBLE.

CONDUIT UP

CONDUIT DOWN

CONDUIT STUBBED OUT IN ACCESSIBLE CEILING LOCATION OR 12" BELOW STRUCTURE AND CAPPED

JUNCTION BOX - CEILING/FLOOR/WALL MOUNTED

PANEL BOARD/TERMINAL CABINET - FLUSH/SURFACE MOUNTED

BRANCH CIRCUIT HOME RUN TO PANEL. CONCEALED INCEILING SPACE OR WHERE POSSIBLE.

FUSED DISCONNECT SWITCH

WALL-MOUNTED DUPLEX RECEPTACLE 20A, 125V, NEMA 5-20R, +18" (UON)

ON SHEET X.XXDETAIL TAG. REFER TO DETAIL ##

REFERENCE SHEET NOTE

WALL-MOUNTED, COUNTER-TOP DUPLEX RECEPTACLE 20A, 125V, NEMA 5-20R, +36"(UON)

ABBREVIATIONS

HC

HC, SH

RL

GENERAL DEMOLITION NOTES

1. LIGHTING FIXTURES SHOWN TO BE DEMOLISHED SHALL BE REMOVED AND TURNED OVER TO THE OWNER FOR SALVAGE.

2. JUNCTION BOXES THAT ARE FLUSH SHALL BE PROVIDED WITH BLANK COVERS AND PREPARED TO PAINT TO MATCH ADJACENT FINISH - REFER TO ARCHITECTURALDRAWINGS.

3. JUNCTION BOXES THAT ARE SURFACE SHALL BE REMOVED. FILL AND PATCH MOUNTING HOLES IN PREPARATION FOR PAINTING OR FINISHING PER ARCHITECTURALDRAWINGS.

4. ALL EXPOSED CONDUIT NOTED TO BE REMOVED SHALL BE REMOVED INCLUDING SUPPORTS. FILL AND PATCH MOUNTING HOLES IN PREPARATION FOR PAINTING ORFINISHING PER ARCHITECTURAL DRAWINGS

5. MAINTAIN CIRCUIT CONTINUITY TO AREAS OUTSIDE OF THIS WORK. PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED TO MAINTAIN CONTINUITY ANDMAINTAIN AREA AS EXISTING.

6. EXISTING CONDUIT RUNS ARE GENERALLY NOT SHOWN. EXISTING RUNS SHALL BE VERIFIED AS TO EXACT LOCATION.

7. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THISCONTRACT SHALL BE RESTORED TO OPERATING CONDITION. WHERE CONSTRUCTION CHANGES REQUIRE, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED.EXTEND CONDUITS AND PULL IN NEW WIRING OR INSTALL PULL BOXES AND SPLICE IN NEW WIRING.

8. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PAINTING AND/OROTHER REPAIRS DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC.,AS REQUIRED.

28

NOTE: EXISTING SYSTEM IS EDWARDS SIGNALING TECHNOLOGIES

SYSTEM APPROVAL

THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A COMPLETE SET OF MATERIALS TO THE LOCAL FIRE AND/OR BUILDING DEPARTMENT FOR DEFERREDAPPROVAL. THIS SUBMITTAL IS TO INCLUDE ALL ITEMS LISTED IN THE SUBMITTALS SECTION. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR THECOMPLETE POINT TO POINT, BATTERY, AND VOLTAGE DROP CALCULATIONS, FIRE ALARM RISER DIAGRAM, FAN SHUTDOWN SEQUENCING AND ANY NECESSARYAPPLICATIONS AND FEES. CONSULT WITH THE LOCAL AHJ FOR EXACT REQUIREMENTS. REFER TO EXISTING FIRE ALARM SYSTEM FOR CONNECTION. SHOW NEWCONNECTIONS FOR PENTHOUSE FIRE/SMOKE DAMPER OPERATION. SEE E2.7 AND M2.7 FOR LOCATION AND REQUIREMENTS.

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 TESTINGAGENCY. INCLUDE INSTRUCTIONS FOR STORAGE, HANDLING, PROTECTION, EXAMINATION, PREPARATION, INSTALLATION AND STARTING OF PRODUCTS.

DEFERRED FIRE ALARM APPROVALA 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 HORSEPOWERkVA KILOVOLT AMPSkW KILOWATTSLTG LIGHTINGLTS LIGHTSLV LOW VOLTAGEMECH MECHANICALMTD MOUNTEDMV MEDIUM VOLTAGE

N NEUTRAL(N) NEWN.E.C. NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURERSASSOC.NEUT NEUTRALNIC NOT IN CONTRACTNTS NOT TO SCALEPB PULL BOXPNL PANELPOS POINT OF SALERR 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

FIRE ALARM SYSTEM CONTROL MODULE, MATCH MANUFACTURER WITH FIRE ALARM EXISTING SYSTEM.

E0.1 ELECTRICAL TITLE SHEETE1.2 GO ELECTRICAL PARKING LEVEL AND SECOND FLOOR DEMO PLANSE1.6 GO 10TH FLOOR DEMO PLANE1.7 GO ELECTRICAL ROOF AND PENTHOUSE DEMO PLANE2.2 GO ELECTRICAL PARKING LEVEL AND SECOND FLOOR PLANSE2.7 GO ELECTRICAL ROOF PLAN

PANEL SCHEDULE

DN

DN

DN

UP

DN

DN

DN

UP

1 2 3 4 5 6 7 8 9

P3 P4

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

P5 P6

XXXXXXXXXXXXXXXXXXXXXXXXXXX

X

XXXXX

REROUTE CONDUITAROUND COLUMN FORRAMP REPLACEMENT.

TEMPORARILY REMOVESECURITY CAMERA DURINGRAMP DEMO WORK.

XX

XXX

X

XXX

X

XX

XXX

X

XXX

X

XX

XXX

X

XXX

X

XX

XXX

X

XXX

X

X

X

X

X

DEMOLISH LIGHTING JUNCTION BOX.EXISTING CIRCUIT TO BE USED FOR NEWLIGHTS.

REMOVE AND SAVE EXISTING LIGHTINGFIXTURES. TO BE REINSTALLED AFTERCOMPLETION OF RAMP REPLACEMENT.MARK LOCATION FOR REINSTALLATION ATSOME POSITION.

X

X

X

X

REMOVE IRRIGATION WIRING BACKTO CONTROLLER. ABANDON

CONDUIT IN PLACE. DEMOLISHIRRIGATION CONTROLLER, IN

BASEMENT MECHANICAL ROOM.

(E) PANEL 'LP1A'

CONTINUESON E1.2/2

TO LIGHTS IN LOBBY.PROVIDE TEMPORARYPOWER FOR LIGHTDURING WORK.

ADD/ALT 2

A

B

C

D

E

F

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 E1.2

E1.2

TRUE

NORTH

TRUE

NORTH

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

ELECTRICAL P3 & P4 PARKING LEVEL DEMOLITION PLAN2 SCALE: 1/8" = 1'-0"

ELECTRICAL SECOND FLOOR DEMOLITION PLAN1

GENERAL OFFICE INTRUSION REPAIRSP3 & P4 PARKING LEVEL AND SECOND FLOOR ELECTRICAL DEMOLITION PLANS

A. CONTRACTOR TO COORDINATE ALL DEMOLITION WORK WITH ALL TRADES. REFER TOMECHANICAL AND ARCHITECTURAL DRAWINGS.

GENERAL ELECTRICAL NOTES

HC

HC, SH

RL

29

1 2 3 4 5 6 7 8

A

B

C

D

E

F

SLO

PE

S

L

O

P

E

(E) ROOF DRAINS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

SLO

PE

S

L

O

P

E

(E) ROOF DRAINS

XXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXX

X X X

XXX

X X X

MCC-10

EMCC-10

DEMOLISH POWER CONNECTIONSFOR UH-1 BACK TO PANEL LP

DEMOLISH POWERCONNECTIONS FOR UH-2BACK TO PANEL LP

X

X

X

XWPX

REMOVE WP RECEPTACLES, LIGHTFIXTURE AND SWITCH. SAVE FORREINSTALLATION OF WALL AFTERDEMOLITION PHASE.

E-8

XX

XX

XX

XX

XX

XX

X

EXISTING 1" CONDUIT TO BEDEMOLISHED FROM MCC-10 TONORTH WALL.

X

X

DEMOLISH LOW VOLTAGE WIRING, LBCONNECTOR, AND CONDUIT FORTEMPERATURE CONTROL BACK TOCONTROL PANEL.

XXXX

(E) TEMPERATURECONTROL PANELTO REMAIN

ADD/ALT 2

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 E1.6

E1.6

TRUE

NORTH


DEMOLISH ELECTRICAL CONNECTIONS FOR SUPPLY FAN. REMOVE CONDUIT AND CONDUCTORBACK TO MCC-10.

DEMOLISH ELECTRICAL POWER FOR CHILLER. REMOVE CONDUIT AND CONDUCTOR BACK TOMCC-10.

DEMOLISH ELECTRICAL CONNECTIONS FOR PUMP. REMOVE CONDUIT AND CONDUCTOR BACK TOMCC-10.

DE-ENERGIZE AND DEMOLISH MCC-10 AND E-MCC-10. REMOVE ALL CONDUCTOR BACK TO 'MDS-BB'AND 'EMDS-B', IN BASEMENT LEVEL. CUT AND CAP CONDUIT, LABEL "SPARE".

1" CONDUIT MARKED WITH PULL STRING TO BE DEMOLISHED FROM MCC-10 TO NORTH WALL INCURRENT ROOM, PROVIDE NEW JUNCTION BOX AT GRIDLINE ROW E BETWEEN COLUMNS 3 AND 4.

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

10TH FLOOR ELECTRICAL DEMOLITION PLAN1

GENERAL OFFICE INTRUSION REPAIRSELECTRICAL 10TH FLOOR DEMOLITION PLAN

HC

HC, SH

RL

30

1 2 3 4 5 6 7 8

A

B

C

D

E

F

1 2 3 4 5 6 7 8

A

B

C

D

E

F

1 2 3 4 5 6 7 8

A

B

C

D

E

F

1 2 3 4 5 6 7 8

A

B

C

D

E

F

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SP-2

PANEL 'DBPH'800A, 120/240V, 3Ø, 4 W

DEMOLISH DISCONNECT,CONDUIT, AND WIRING FOR

SP-4. REMOVE WIRINGBACK TO PANEL 'EMCCP'

BREAKER IN 'EMCCP' FORREMAIN FOR NEW SP-4.

DEMOLISH CONDUITAND CONDUCTOR FOR

SP-2 BACK TO PANEL'EMCCP'. BREAKER IN'EMCCP' FOR REMAIN

FOR NEW SP-4.

REMOVE RETURNFAN ELECTRICALWIRING BACK TOPANEL 'MCC',

PANEL 'EMCCP'600A, 120/208V, 3Ø, 4 W

DEMOLISHDISCONNECT FOR E-1.DEMOLISH CONDUITAND CONDUCTOR BACKTO PANEL 'DBPH'.

X

X

X

WP(E)

WP(E)

ADD/ALT 1

ADD/ALT 1

ADD/ALT 1

ADD/ALT 2

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 E1.7

E1.7

TRUE

NORTH

TRUE

NORTH


DEMOLISH ELECTRICAL CONNECTIONS FOR RETURN FAN. REMOVE AND DISCARD CONDUIT ANDCONDUCTOR BACK TO MCC-10.

DISCONNECT DUCT DETECTOR. RELOCATE POWER AND WIRING TO NEW SUPPLY FAN ABOVESTAIRCASE. SEE SHEET E2.7.

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

PENTHOUSE ELECTRICAL DEMOLITION PLAN 1SCALE: 1/8" = 1'-0"

ELECTRICAL ROOF DEMOLITION 2

GENERAL OFFICE INTRUSION REPAIRSELECTRICAL ROOF AND PENTHOUSE DEMOLITION PLANS

HC

HC, SH

RL

31

DN

DN

DN

UP

1 2 3 4 5 6 7 8 9

P3 P4

REROUTE CONDUIT AROUNDCOLUMN TO CONNECT TO EXISTINGJUNCTION BOX.

REINSTALL SECURITY CAMERA INPREVIOUS LOCATION. COORDINATEWITH BUILDING SECURITY.

RECONNECT LIGHTING FIXTURES ATSAME. CENTER BETWEEN WALL ANDCOLUMN.

DN

DN

DN

UP

1 2 3 4 5 6 7 8 9

P3 P4

(E) PANEL 'LP1A'

ADD/ALT 2

A

B

C

D

E

F

A

B

C

D

E

F

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 E2.2

E2.2

TRUE

NORTH

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

P3 & P4 PARKING LEVEL ELECTRICAL PLAN2

GENERAL OFFICE INTRUSION REPAIRSELECTRICAL P3 & P4 PARKING LEVEL AND SECOND FLOOR PLAN

HC

HC, SH

RL

32

UP

UP

1 2 3 4 5 6

A

B

C

D

E

F

(E) DRAINS

(E) DRAINS

UP

UP

1 2 3 4 5 6

A

B

C

D

E

F

(E) DRAINS

(E) DRAINS

WP

SP-2EMCCP1"C + 3 #12 + #12 GND

(E) DBPH

(E) EMCCP

EXTEND FA MONITORINGCIRCUIT IN MIN. 3/4". WIRINGSHALL MATCH FOR EXISTINGSYSTEM.

120V POWER FROM BELOW, SEE 3/E2.7.CONTRACTOR TO SCAN FLOOR FORVERTICAL CORE DRILL BETWEEN FLOORS.CONTRACTOR SHALL FILL ALL PENETRATIONSTO MAINTAIN FIRE RATINGS.

CONNECT CONTROL RELAY TO ACTUATOR.REFER TO MANUFACTURER REQUIREMENTS.

ADD/ALT 1

1 2 3 4 5 61 2 3 4 5 6

FURNISH AND INSTALL NEW 30A/3P BREAKER INPANEL 'DBPH'. ROUTE1"C + 3 #10 + #12 GND TO SP-4. FURNISH ANDINSTALL NEW WP CONVENIENCE RECEPTACLEAHEAD OF CIRCUIT FOR SP-4.

WP

HOMERUN 1"C + 3 #10 +#12 GND TO (E) 30A/3PBREAKER PANEL 'DBPH'

SP-4

E-1

ADD/ALT 1

1 2 3 4 5 6 7 8

SL

OP

E

S

L

O

P

E

(E) ROOF DRAINS

PNL 'ELP-10'

FURNISH AND INSTALLJUNCTION BOX. EXTEND

3/4"C FROM LIGHTINGCIRCUIT IN ADJACENT

HALLWAY. SEE E1.6.

UP TOPENTHOURSE

A

B

C

D

E

F

A

B

C

D

E

F

A

B

C

D

E

F

SCALE:

ALIEZA BIRCHER XXX

THOMAS BUTT


117 PARK PLACE

POINT RICHMOND

CALIFORNIA 94801

(510) 236-7435

(FAX) 232-5325


DESIGNED BY:

DRAWN BY:

CHECKED BY:




CONTRACT # NUMBER:


A-E DRAWING NUMBER:

CAD FILE:

AS-NOTED

SIZE: 30x42

DATE: 08-15-2017

SHEET


REFERENCES:

PAUL ORTIZ

2016-1349D OF 33

2012-044.01 E2.7

E2.7


PROVIDE NEW HEAVY DUTY FUSED WEATHER PROOF DISCONNECT. CONNECT TO EXISTINGBREAKER IN PANEL 'EMCCP'.

PROVIDE 120' ALLOWANCE FOR 1" CONDUIT FROM PANEL 'ELP10' UP TO RETURN AIR DUCTFIRE/SMOKE DAMPER ACTUATOR IN PENTHOUSE. FURNISH AND INSTALL 20A BREAKER IN PANEL'ELP10', CIRCUIT 31 AND ROUTE 1"C + 2 #12 + #12 GND FOR POWER TO FIRE/SMOKE DAMPERACTUATOR. SEE SHEET M2.7.

PROVIDE NEW HEAVY DUTY FUSED WEATHER PROOF DISCONNECT. CONNECT TO EXISTINGBREAKER IN PANEL 'DBPH'.

TRUE

NORTH

TRUE

NORTH

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

PARTIAL ROOF ELECTRICAL PLAN2 SCALE: 1/8" = 1'-0"

PARTIAL ELECTRICAL PENTHOUSE PLAN1

GENERAL OFFICE INTRUSION REPAIRSELECTRICAL ROOF, PENTHOUSE, AND 10TH FLOOR PLANS

TRUE

NORTH

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

ELECTRICAL 10TH FLOOR PLAN3

HC

HC, SH

RL

33

AC TRANSIT Water... · 2018-02-21 · t.p. transv. tr. typ. top of pavement transverse treated...

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