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
OF
-
3211/2
8/20
17 2
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M
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
GENERAL OFFICE WATER INTRUSION REPAIRS
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
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
OF
-
3210/1
7/20
17 3
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04 P
M
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
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
OF
-
3210/1
7/20
17 3
:38:
19 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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
.
REN. 3-31-19STATE OF CALIFORNIA
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
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
OF
-
3210/1
7/20
17 3
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49 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
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) WC-2 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
.
REN. 3-31-19STATE OF CALIFORNIA
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
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
OF
-
3210/1
7/20
17 3
:39:
09 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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) WC-1 ELASTOMERIC WALL COATING
(N) WC-2 ELASTOMERIC WALL COATING
(N) COPING 5/A8.2 SIM
(N) TC-3 TRAFFIC COATING, PROVIDE SLOPE TO DRAIN WITH OVERLAY AS REQUIRED
EPOXY INJECT CRACKS IN CMU
(N) DOMES FOR ALL (E) ROOF DRAINS
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
.
REN. 3-31-19STATE OF CALIFORNIA
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
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
OF
-
3210/1
7/20
17 3
:39:
33 P
M
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
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
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
OF
-
3210/1
7/20
17 3
:40:
13 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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) WC-1 ELASTOMERIC WALL COATING
(N) WC-2 ELASTOMERIC WALL COATING
(N) TC-3 TRAFFIC COATING, PROVIDE SLOPE TO DRAIN WITH OVERLAY AS REQUIRED
(N) DOMES FOR ALL (E) ROOF DRAINS
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
.
REN. 3-31-19STATE OF CALIFORNIA
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
(N) DOMES FOR ALL (E) ROOF DRAINS
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
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
OF
-
3210/1
7/20
17 3
:40:
38 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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
.
REN. 3-31-19STATE OF CALIFORNIA
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
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
OF
-
3210/1
7/20
17 3
:40:
56 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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
.
REN. 3-31-19STATE OF CALIFORNIA
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
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
OF
-
3210/1
7/20
17 3
:41:
09 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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
.
REN. 3-31-19STATE OF CALIFORNIA
(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
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
OF
-
3210/1
7/20
17 3
:41:
28 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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
.
REN. 3-31-19STATE OF CALIFORNIA
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
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
OF
-
3210/1
7/20
17 3
:41:
48 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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
.
REN. 3-31-19STATE OF CALIFORNIA
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) DECK SURFACE IS CERAMIC TILE
(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
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
OF
-
3210/1
7/20
17 3
:42:
04 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
TOM BUTT, FAIA
DERRICK PORTER, MIKE TRAN
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
.
REN. 3-31-19STATE OF CALIFORNIA
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) PROTECTION BOARD
(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) WATERPROOFING MEMBRANE
(N) PROTECTION BOARD
(N) SAND BED THICKNESS VARIES MAX = 1"
(N) DRAINAGE COMPOSITE
(N) PROTECTION BOARD
(N) WATEPROOFING MEMBRANE
(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)
(E) CONCRETE. VERIFY SLOPE TO DRAIN MIN 2%. IF <2% , PROVIDE SLOPING MORTAR AS
REQUIRED TO OBTAIN MIN 2% SLOPE
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
OF
-
3210/1
7/20
17 3
:46:
52 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
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) WATERPROOFING MEMBRANE
(N) PROTECTION BOARD
(N) SAND BED THICKNESS VARIES MAX = 1"
(N) DRAINAGE COMPOSITE
(N) PROTECTION BOARD
(N) WATEPROOFING MEMBRANE
(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
(E) CONCRETE. VERIFY SLOPE TO DRAIN MIN 2%. IF <2% , PROVIDE SLOPING MORTAR AS
REQUIRED TO OBTAIN MIN 2% SLOPE
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
OF
-
3210/1
7/20
17 3
:47:
04 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
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
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
OF
-
3210/1
7/20
17 3
:47:
13 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
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
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
OF
-
3210/1
7/20
17 3
:47:
23 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
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
.
REN. 3-31-19STATE OF CALIFORNIA
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
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
OF
-
3210/1
7/20
17 3
:47:
33 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
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
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
OF
-
3210/1
7/20
17 3
:47:
41 P
M
P:\2012\2012-044.01 AC Transit Weatherization & Roof\GO Project Only\Production\Revit - GeneralOffices\AC TRANSIT - GENERAL OFFICES - CENTRAL.rvt
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
REFERENCES:
PAUL ORTIZ
2016-1349D OF 33
2012-044.01 M1.6
M1.6
REFERENCE SHEET NOTES
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 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) ROOF MOUNTEDSUPPLY AIR DUCTTO REMAIN
(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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
REFERENCES:
PAUL ORTIZ
2016-1349D OF 33
2012-044.01 M1.7
M1.7
REFERENCE SHEET NOTES
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
REFERENCES:
PAUL ORTIZ
2016-1349D OF 33
2012-044.01 M2.2
M2.2
REFERENCE SHEET NOTES
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
REFERENCES:
PAUL ORTIZ
2016-1349D OF 33
2012-044.01 E1.6
E1.6
TRUE
NORTH
REFERENCE SHEET NOTES
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
REFERENCES:
PAUL ORTIZ
2016-1349D OF 33
2012-044.01 E1.7
E1.7
TRUE
NORTH
TRUE
NORTH
REFERENCE SHEET NOTES
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
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
ARCHITECTURE PLANNING ENGINEERING
117 PARK PLACE
POINT RICHMOND
CALIFORNIA 94801
(510) 236-7435
(FAX) 232-5325
http://www.intres.com
DESIGNED BY:
DRAWN BY:
CHECKED BY:
A-E PROJECT MANAGER:
ACT PROJECT MANAGER:
ACT DIVISION MANAGER:
CONTRACT # NUMBER:
AC TRANSIT DRAWING NUMBER:
A-E DRAWING NUMBER:
CAD FILE:
AS-NOTED
SIZE: 30x42
DATE: 08-15-2017
SHEET
NO. REVISION DATE APP'D
REFERENCES:
PAUL ORTIZ
2016-1349D OF 33
2012-044.01 E2.7
E2.7
REFERENCE SHEET NOTES
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
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