Post on 18-Mar-2018
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RENEWALDATE
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OFOFILAC
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03/31/17
NO. C-30719
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NAAW
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IPD, Inc.
@
Oakland
Irvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
Date
Project No.
Scale
Checked By
Drawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/13/2016 6:09:20 PM
C:\Users\jleite\Documents\Center St_jleite.rvt
A0.01
CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage
BID SET 02/26/16
A0.01A0.01A0.01A0.01
TITLE SHEET
JZ
11/19/15
14877
JL, RN
CODE ANALYSIS DRAWING INDEXPARKING SPACE & AREA SUMMARY GENERAL NOTESABBREVIATIONS
VICINITY MAP
LOCATION MAP
105
SECTION REFERENCE NUMBER
DRAWING NUMBER
SYMBOLS
GR
ID
X
XXXX
GRID ID
DETAIL REFERENCE NUMBER
DRAWING NUMBER
ELEVATION REFERENCE NUMBER
DRAWING NUMBER
X
XXXX
XXXXX
ROOMCOMMUNICATIONS
ROOM NAME
ROOM NUMBER
SIGN DESIGNATION NUMBER
1A DOOR MARK
LEVEL
WALL TYPE
1
1
WINDOW TYPE
SECURITY FENCETYPE
A
DETAIL NOTE
22
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF A NEW 8 TIER PARKING GARAGE, LOCATED ON AN EXISTING SITECURRENTLY OCCUPIED WITH 4 STORY PARKING STRUCTURE. THE BUILDING WILL CONTAIN RETAILSPACES ON ADDISON AND CENTER STREET SIDES. THE EXISTING PARKING GARAGE WILL BEDEMOLISHED AND THE NEW GARAGE BUILDING AND SITE WORK WILL BE INSTALLED, INCLUDINGSTREET PARKLETS AND OFFSITE IMPROVEMENTS, SIDEWALKS AND UTILITIES.
THE SCOPE OF THIS SITE PREPARATION INCLUDES THE FOUNDATIONS FOR THE PARKING GARAGE.
SEPARATE DEMOLITION PERMIT IS TO BE OBTAINED FOR THE DEMOLITION OF THE EXISTING PARKINGGARAGE STRUCTURE.THE SCOPE OF DEMOLITION IS TO BE INCLUDED IN THE SCOPE OF WORK FOR THIS CONTRACT.
S-20
NEW PARKING STRUCTURE
PROJECT SITE
L
L. LENGTHLAM. LAMINATEDLAV. LAVATORYLED LGITH EMITTING DIODEL.F. LIGHT FIXTURE, LINEAR FOOTLG. LONGL.H. LEFT HANDLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINTLVL. LEVEL
M
M MOTORCYCLE, METERMACH. MACHINEMAINT. MAINTENANCEMAX. MAXIMUMMAT. MATERIALMECH MECHANICALMEP MECHANICAL ELECTRICAL PLUMBINGMFR. MANUFACTURERMIN. MINIMUMMH MANHOLEMISC. MISCELLANEOUSM.O. MASONRY OPENINGMTD. MOUNTEDMTL. METAL
N
(N) NEWN NORTHN/A NOT APPLICABLENFPA NATIONAL FIRE PROTECTION
ASSOCIATIONN.I.B.P. NOT IN BID PACKAGEN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S. NOT TO SCALE
O
O/ OVERO.C. ON CENTERO.D. OUTSIDE DIAMETEROFD OVERFLOW DRAINOFF. OFFICEO.H. OPPOSITE HAND, OVERHEADOPNG. OPENINGOPP. OPPOSITEO.V. OBLIQUE VIEW
P
#, LBS POUNDSP.A. PLANTER AREAP.C. PRECAST CONCRETEPCS. PIECESPER. PERPENDICULARPL PLATE, PROPERTY LINEPLYWD. PLYWOODPNL. PANELP.O.C. POINT OF CONNECTIONP.O.T. PATH OF TRAVELPR. PAIRP.S. PARKING STRUCTURE, PAY STATIONPT. POINTP.T. POST TENSIONPVC POLYVINYL CHLORIDE
R
R RADIUS, RISERRCP REFLECTED CEILING PLAN,
REINFORCED CONCRETE PIPER.D. ROOF DRAINREF. REFERENCEREQD. REQUIREDRET. RETAININGREINF. REINFORCINGREV. REVISED, REVISIONRH RIGHT HANDRM. ROOMRND. ROUNDR.O. ROUGH OPENINGRWL RAIN WATER LEADER
S
S SOUTHSAD SEE ARCHITECTURAL DRAWINGSSB SIGNAL BOXSCD SEE CIVIL DRAWINGSSCHED SCHEDULESD STORM DRAINSECT. SECTIONSED SEE ELECTRICAL DRAWINGSS.F. SQUARE FEETSFM STATE FIRE MARSHALSHT. SHEETSIM. SIMILARSLD SEE LANDSCAPE DRAWINGSSMD SEE MECHANICAL DRAWINGSSMS SHEET METAL SCREWSP STANDPIPESPD SEE PLUMBING DRAWINGSSPEC. SPECIFICATIONSQ. SQUARES.S. STRUCTURAL SLAB, SANITARY
SEWER, STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSST. STREETSTA. STATIONSTD. STANDARDSTL. STEELSTRUCT. STRUCTURALSUSP. SUSPENDEDSW SWITCHSYM. SYMMETRICALSYS. SYSTEM
T
T TOP, TREADT&B TOP AND BOTTOMT&G TONGUE AND GROOVETEL. TELEPHONETEMP. TEMPERED, TEMPERATURET.G. TEMPERED GLASSTHK. THICKT.O. TOP OFT.O.B. TOP OF BEAMT.O.C. TOP OF COLUMNT.O.P. TOP OF PARAPETT.O.PL. TOP OF PLATET.O.S. TOP OF SLAB,TOP OF STEELT.O.W. TOP OF WALLT.S. TUBE STEELTYP. TYPICAL
U
UL UNDERWRITERS LABORATORYUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTEDUR. URINALHR. HOUR
V
V VAN, VENTVAR. VARIESV.B. VAPOR BARRIERVERT. VERTICALVEST. VESTIBULEV.I.F. VERIFY IN FIELDICCVOL. VOLUMEV.R. VENT RISERVS VAN ACCESSIBLE STALLVTR VENT THROUGH ROOF
W
W WEST, WIDTHW/ WITHWC WATER CLOSETWD. WOODWDW. WINDOWW/O WITHOUTW.O. WHERE OCCURSWP WATERPROOF, WORK POINTWSCT. WAINSCOTJSTW.S.P. WET STAND PIPEWT. WEIGHTW.W.F. WELDED WIRE FABRICW.W.M. WELDED WIRE MESH
I
IBC INTERNATIONAL BUILDING CODEICC INTERNATIONAL CODE COUNCILI.D. INSIDE DIAMETERI.E. INVERT ELEVATIONIN. INCHINCL. INCLUDEDINFO. INFORMATIONINSUL INSULATIONINT. INTERIORINTERM. INTERMEDIATEINV. INVERTISA INTERNATIONAL SYMBOL OF
ACCESSIBILITY
J
J-BOX JUNCTION BOXJST JOISTJT. JOINT
1. ALL WORK SHALL CONFORM TO ALL PERTINENT CODES, REQULATIONS, LAWSAND ORDINANCES AS REQUIRED BY THE STATE OF CALIFORNIA.
2013 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1 AND 2, PART 2 TITLE 24 C.C.R. 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART3, TITLE 24 C.C.R. 2013 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. 2013 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. 2013 CALIFORNIA GREEN BUILDING STANDARDS. 2013 ELEVATOR SAFETY CONSTRUCTION CODE, PART 7, TITLE 24 C.C.R. 2013 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. 2013 CALIFORNIA REFERENCE STANDARDS CODE, PART 12, TITLE 24 C.C.R.
2. THE SAFEGUARDS DURING CONSTRUCTION SHALL COMPLY WITH THE APPLICABLELOCAL, STATE, AND FEDERAL CODES AND REGULATIONS FOR, INCLUDING BUT NOTLIMITED TO, THE TEMPORARY BARRICADES FOR THE PROTECTION OFPEDESTRIANS, AND TEMPORARY ON-SITE TOILET FACILITIES FOR CONSTRUCTIONPERSONNEL. SEE SPECS.
3. ALL PLAN DIMENSIONS INDICATED ARE TO COLUMN CENTERLINE, TO FACE OFCONCRETE, FACE OF FINISH, OR TO FACE OF MASONRY UNLESS OTHERWISENOTED.
4. FLOOR ELEVATIONS INDICATED ARE TO TOP OF STRUCTURAL SLAB UNLESSOTHERWISE NOTED.
5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OFCONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING WITH WORK.
6. THE MINIMUM VERTICAL DIMENSION FROM THE FINISH FLOOR TO THE UNDERSIDEOF ANY STRUCTURAL ELEMENT SHALL BE 8'-2" UNLESS APPROVED BY THEARCHITECT. NO HORIZONTAL ELEMENTS SUCH AS PIPING, DUCTS AND FIXTURESSHALL OCCUR BELOW THE BOTTOM OF BEAMS ENCROACHING INTO THE CLEARDIMENSION. MINIMUM VERTICAL CLEARANCE ALONG ACCESSIBLE VEHICULARPATHWAYS AND ACCESSIBLE PARKING STALLS SHALL BE 8'-2" (CBC SECTION 1130B)
7. A 6'-8" MINIMUM HEADROOM SHALL BE PROVIDED AT ALL STAIRS PER CBCSECTION 1009.2
8. DISH CONCRETE 1/2" AT ALL FLOOR DRAINS FOR PROPER DRAINAGE. MAX.SLOPE NOT TO EXCEED 2% IN ANY DIRECTION.
9. ALL VERTICAL PIPE RISERS SHALL BE HELD TIGHT TO FACE OF COLUMN OR WALL.RISER PASSING THROUGH SLAB SHALL BE PER DETAIL 11/A7.01
10. STAIR STRIPING FOR THE VISUALLY IMPAIRED: THE UPPER APPROACH AND THELOWER TREAD OF EACH INTERIOR STAIR AND ALL TREADS OF EXTERIOR STAIRSSHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR AT LEAST 2"WIDE PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP ORLANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE SHALL BE OF MATERIALTHAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREAD OF THE STAIR. SEESPECS.
11. PROVIDE A PORTABLE FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCETO ALL PORTIONS OF THE BUILDING ON EACH FLOOR IN ACCORDANCE WITHCALIFORNIA FIRE CODE. PROVIDE FIRE EXTINGUISHERS IN LOCKABLE CABINETS.
12. STAIRS AND EXITS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD AND VEHICLEBARRIERS DESIGNED IN ACCORDANCE WITH CBC TABLE 1607A.1.
13. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BEBEVELED WITH A SLOPE ON GREATER THAN 1V:2H, EXCEPT THAT LEVEL CHANGESNOT EXCEEDING 1/4" MAY BE VERTICAL.
14. EXIT SIGNS SHALL BE ILLUMINATED PER CBC SECTION 1011.2. SEE ELECTRICALDRAWINGS.
15. PROVIDE EMERGENCY EXIT ILLUMINATION PER CBC SECTION 1006.3. SEEELECTRICAL DRAWINGS.
16. STANDPIPE SYSTEM SHALL CONFORM TO NFPA 14 MINIMUM STANDARDS ANDSHALL BE REVIEWED AND APPROVED BY THE LOCAL FIRE PROTECTION AUTHORITYPRIOR TO INSTALLATION. STAMPED, APPROVED PLANS MUST BE KEPT ON SITE FORTHE PREVENTION FIRE INSPECTOR. NO PIPING ALLOWED BELOW THE BEAMS.COORDINATE WITH ARCHITECT ROUTING OF THE PIPES PRIOR TO CONSTRUCTION.
17. CONTRACTOR TO PROVIDE WITH NOT LESS THAN ONE TEMPORARY STANDPIPEFOR USE DURING CONSTRUCTION PER CBC SECTIONS 905.10 AND 3311.1.
18. CONTRACTOR SHALL COMPLY WITH THE 2013 CALIFORNIA GREEN STANDARDBUILDING CODE WITH REGARDS TO MANDATORY RECYCLING REQUIREMENTS.
19. CONTRACTOR TO PROVIDE AT LEAST ONE TEMPORARY LIGHTED STAIRWAYDURING CONSTRUCTION, UNLESS ONE OR MORE OF THE PERMANENT STAIRWAYSARE ERECTED AS THE CONSTRUCTION PROGRESSES. CBC Section 3310.1
20. CONTRACTOR TO PROVIDE CONSTRUCTION WASTE MANAGEMENTDOCUMENTATION DEMONSTRATING COMPLIANCE WITH CGBSC SECTIONS 5.408.1.1THROUGH 5.408.1.4.
21. PRIOR TO CERTIFICATE OF OCCUPANCY A COMMISIONING REPORT WILL BEPROVIDED FOR THE CONDITIONED PART OF THE PARKING GARAGE.
PROJECT DIRECTORY
OWNER
CITY OF BERKELEY
1947 CENTER STREET 4TH FLOORBERKELEY, CA 94704T-(510)981-2489
ARCHITECTURAL
INTERNATIONAL PARKINGDESIGN, INC
560 14TH STREET, S.300OAKLAND, CA 94612T-(510)473-0300 F-(510)473-0310
STRUCTURAL
KPFF
221 MAIN STREET, S.800SAN FRANCISCO, CA 94105T-(415)989-1552 F-(415)989-1552
CIVIL
BKF ENGINEERS
1646 N. CALIFORNIA BLVD., S. 400WALNUT CREEK, CA 94596T-(925)940-2200 F-(925)940-2299
PROJECT MANAGER
CONVERSION MANAGEMENTASSOCIATES, INC.
1620 MONTGOMERY STREET, S. 320SAN FRANCISCO, CA 94111T-(415)904-0600
DESIGN ARCHITECT
MARCY WONG DONN LOGANARCHITECTURE
800 BANCROFT WAY, S. 200BERKELEY, CA 94710T-(510)843-0916
MECANICAL, PLUMBING, FIRE PROTECTION
TAYLOR ENGINEERING
1080 MARINA VILLAGE PARKWAY, S.501ALAMEDA, CA 94501T-(510)749-9135 F-(510)749-9136
ELECTRICAL ENGINEER, LIFE SAFETY
THE ENGINEERING ENTERPRISE
1305 MARINA VILLAGE PARKWAYALAMEDA, CA 94501T-(510)769-7600 F-(510)769-1261
LANDSCAPE
PLACEWORKS
1625 Shattuck Avenue, Suite 300Berkeley, California 94709
CODE SUMMARY
OCCUPANCY: (CBC 406.4)
CONSTRUCTION TYPE: IA
UNLIMITED ALLOWABLE AREA/ FLOOR PER TABLE 406.5.4
ACTUAL AREA/ LEVEL=33,080 S.F./ 8 TIERS
OCCUPANCY GROUPS:
S-1 GENERAL STORAGE
B GENERAL OFFICE
M COMMERCIAL RETAIL
NO. OF STORIES:
REQUIRED EXITS:
FIRE PROTECTION:
FIRE RATING OF BUILDING COMPONENTS:
(TABLE 601 AND 602: TYPE IA)
STRUCTURAL FRAMEEXTERIOR BEARING WALLSINTERIOR BEARING WALLSINTERIOR NON-BEARING WALLSFLOOR CONSTRUCTIONROOF CONSTRUCTION
SEPARATION OF OCCUPANCIES (CBC TABLE 508.3)IN A BUILDING -BETWEEN "M,B" & S-2" OCCUPANCIES-NOT REQUIRED
EXIT AND STAIR CALCULATIONS:
TRAVEL DISTANCE PER TABLE 1016.2
300' OPEN OR ENCLOSEDMAX TRAVEL DISTANCE PROVIDED = 223' (6TH LEVEL)289' < 300' = OK
MAX. DISTANCE BETWEEN EXIT = 284' (8TH LEVEL)DIAGONAL DISTANCE = 289'1/3 DIAGONAL DISTANCE = 1/3 X 289' = 96.4'284' > 96.4' = OK.
FLOOR AREA PER LEVEL
OCCUPANCY LOAD PERLEVEL FPR PARKING PERTABLE 1004.1.2:
STAIR WIDTH REQUIREDPER TABLE 1005.1
STAIR WIDTH PROVIDED:
33,950 SF
33,950 SF ÷ 200 SF =170OCCUPANTS
170 X 0.3 ÷ 12" = 4.25'
8' (FOR TWO (2) STAIRS,4'-0" CLR BETWEENHANDRAILS)>2.7 = OK.
DEFERRED PERMITS� DRY STANDPIPES� ELECTRONIC GRAPHICS AND SIGNAGE� DYNAMIC WAYFINDING SIGNAGE� FIRE ALARM SYSTEM� PHOTOVOLTAIC PANEL AND STRUCTURAL SYSTEM SUPPORT (ONE PACKAGE-TWO PERMITS)
THESE DEFERRED DRAWINGS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECTAND/OR ENGINEER FOR REVIEW AND COORDINATION. FOLLOWING THE COMPLETION OF THEPROJECT A SUBMITTAL TO THE CITY OF BERKELEY SHALL BE MADE (FOR CITY REVIEW ANDAPPROVAL) WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW AND CORDINATION HASBEEN PERFORMED AND COMPLETED PLANS AND CALCULATIONS FOR THE DEFERRED ITEMSARE FOUND BE ACCEPTABLE (E.G. WITH REGARD TO GEOMETRY. LOAD CONDITIONS, ETC.)WITH NO EXCEPTIONS. CBC SECTION 107.3.4.2
DEFERRED PERMIT
DRY STANDPIPES IN S-1 & S-2 OCCUPANCYFIRE SPRINKLERS IN B & M OCCUPANCY(VOLUNTARARY)
S-2 OPEN PARKING GARAGE (CC 406.4 & 406.6)
TWO (2) CBC SECTION 1021.1TWO (2) PROVIDED = OK
8 TIERS
3-HOUR 3-HOUR 3-HOUR 2-HOUR1-1/2-HOUR
ARCHITECTURAL
MECHANICAL
PLUMBING
LANDSCAPE
CIVIL
A9.03 DETAILS
A9.04 DETAILS
A9.07 ROOF & CANOPY DETAILS
A10.01 GROUND LEVEL STRIPING,SIGNS & GRAPHIC PLAN
A10.02 SECOND LEVEL STRIPING,SIGNS & GRAPHIC PLAN
A10.03 THIRD LEVEL STRIPING,SIGNS & GRAPHIC PLAN
A10.04 FOURTH LEVEL STRIPING,SIGNS & GRAPHIC PLAN
A10.05 FIFTH LEVEL STRIPING,SIGNS & GRAPHIC PLAN
A10.06 SIXTH LEVEL STRIPING,SIGNS & GRAPHIC PLAN
A10.07 SEVENTH LEVEL STRIPING,SIGNS & GRAPHIC PLAN
A10.08 EIGHT (ROOF) LEVELSTRIPING, SIGNS & GRAPHICPLAN
A10.09 STRIPING DETAILS
A10.10 SIGN & GRAPHIC SCHEDULE& DETAILS
A10.11 SIGN & GRAPHIC DETAILS
A0.02 CONDITIONS OF APPROVAL
A0.03 CONDITIONS OF APPROVAL
A0.04 CALGREEN
A0.05 CALGREEN
A0.07 BUILDING ELEVATIONSOPENING CALCULATION
A0.08 EXITING PLANS
A0.09 EXITING PLANS
A1.01 SITE PLAN
A2.01 GROUND LEVEL PLAN
A2.02 SECOND LEVEL PLAN
A2.03 THIRD LEVEL PLAN
A2.04 FOURTH LEVEL PLAN
A2.05 FIFTH LEVEL PLAN
A2.06 SIX LEVEL PLAN
A2.07 SEVENTH LEVEL PLAN
A2.08 EIGHTH (ROOF) LEVEL PLAN
A2.09 CANOPY PLAN
A2.10 ALT. ROOF PLAN WITH FULLPV COVERAGE
A3.01 BUILDING ELEVATIONS
A3.02 BUILDING ELEVATIONS
A3.03 BUILDING SECTIONS
A3.04 BUILDING SECTIONS
A4.01 STAIR #1 PLANS
A4.02 STAIR #1 PLANS
A4.03 STAIR #1 SECTIONS
A4.04 STAIR # 1 SECTIONS
A4.05 STAIR # 2 PLANS
A4.06 STAIR #2 PLANS
A4.07 STAIR #2 SECTIONS
A4.08 STAIR #2 SECTIONS
A4.09 STAIR DETAILS
A4.10 STAIR DETAILS
A4.11 ELEVATOR DETAILS
A4.12 ENLARGED FLOOR PLAN -ADDISON STREET LOBBY
A4.12B REFLECTED CEILINGPLAN-ADDISON ST.
A4.12C PLAN & RCP-ART DISPLAYSPACE
A4.12D ART DISPLAY SPACE-EAST &WEST SECTIONS
A4.12E ART DISPLAY SPACE-NORTH& SOUTH SECTIONS
A4.12F DELETED
A4.13 ENLARGED FLOOR PLAN -ADDISON STREET SIDE
A4.14 ENLARGED FLOOR & RCPPLANS - CENTER ST. SIDE
A4.14A BIKE STATION SIGNAGE
A4.15 ENLARGED FLOOR PLAN -CENTER STREET SIDE
A4.16 CANOPY ROOF PLAN &REFLECTED CEILING PLAN
A4.17 RESTROOM SIGNAGE ANDMISC.
A4.18 OFFICE CASEWORK
A4.19 CASEWORK DETAILS
A4.20 INTERIOR ELEVATIONS
A4.21 INTERIOR ELEVATIONS
A4.23 INTERIOR ELEVATIONS
A5.01 DOOR AND ROOM FINISHSCHEDULES
A5.02 WINDOW & LOUVER TYPES
A5.03 ROLL-UP DOORS & EXITGATES DETAIL
A5.04 WINDOW AND DOOR DETAILS
A5.08 WALL TYPE
A5.09 SCREEN STRUCTURE &LAYOUT
A5.11TOA5.36
EXTERIOR SCREENASSEMBLY
A6.01 WALL SECTIONS
A6.02 WALL SECTIONS
A6.03 WALL SECTIONS
A6.04 WALL SECTIONS
A7.01 MISCELLANEOUS DETAILS
A8.01 CONTROL LANES PLANS
A9.01 DETAILS
A9.02 DETAILS
M0.01 HVAC LEGENDS ANDABBREVIATIONS
M0.02 SCHEDULES
M0.03 TITLE 24
M1.01 GROUND LEVEL HVAC PLAN
M1.02 SECOND LEVEL HVAC PLAN
M1.03 FOURTH LEVEL HVAC PLAN
M1.04 EIGHT (ROOF) LEVEL HVACPLAN
M3.01 MECHANICAL SECTIONS
M3.02 MECHANICAL SECTIONS
M4.01 DETAILS & CONTROLDIAGRAMS
E0.1 SYMBOLS LIST ANDDRAWING INDEX
E0.2 LIGHTING FIXTURE & PANELSCHEDULES
E0.3 TITLE 24 FORMS
E0.4 TITLE 24 FORMS
E0.5 TITLE 24 FORMS
E2.1 GROUND LEVEL POWERAND SIGANL PLAN
E2.2 SECOND LEVEL POWER ANDSIGNAL PLAN
E2.3 THIRD LEVEL POWER ANDSIGNAL PLAN
E2.4 FOURTH LEVEL POWER ANDSIGNAL PLAN
E2.5 FIFTH LEVEL POWER ANDSIGNAL PLAN
E2.6 SIXTH LEVEL POWER ANDSIGNAL PLAN
E2.7 SEVENTH LEVEL POWERAND SIGNAL PLAN
E2.8 ROOF POWER AND SIGNALPLAN
E3.1 GROUND LEVEL LIGHTINGPLAN
E3.2 SECOND LEVEL LIGHTINGPLAN
E3.3 THIRD LEVEL LIGHTINGPLAN
E3.4 FOURTH LEVEL LIGHTINGPLAN
E3.5 FIFTH LEVEL LIGHTING PLAN
E3.6 SIXTH LEVEL LIGHTINGPLAN
E3.7 SEVENTH LEVEL LIGHTINGPLAN
E3.8 ROOF LIGHTING PLAN
E4.1 ENLARGED PLANS
E5.1 SINGLE LINE DIAGRAMS
E5.2 PANEL SCHEDULES
E5.3 SINGLE LINE LOW VOLTAGEDIAGRAMS
E6.1 ELECTRICAL DETAILS
E6.2 ELECTRICAL DETAILS
E6.3 ELECTRICAL DETAILS
E6.4 ELECTRICAL DETAILS
P0.01 LENGEND & SCHEDULES
P2.00 BELOW SLAB PLUMPINGPLAN
P2.01 GROUND LEVEL PLUMBINGPLAN
P2.02 SECOND LEVEL PLUMBINGPLAN
P2.03 THIRD LEVEL PLUMBINGPLAN
P2.04 FOURTH LEVEL PLUMBINGPLAN
P2.05 FIFTH LEVEL PLUMBINGPLAN
P2.06 SIXTH LEVEL PLUMBINGPLAN
P2.07 SEVENTH LEVEL PLUMBINGPLAN
P2.08 EIGHT LEVEL PLUMBINGPLAN
P4.01 ENLARGED PLUMBINGPLANS
P5.01 SANITARY SEWERPLUMBING DIAGRAM
I1 IRRIGATE NOTES
I2 IRRIGATION PLAN
I3 IRRIGATION DETAILS
I4 IRRIGATION DETAILS
L1 LAYOUT PLAN
L2 LANDSCAPE PLANTING PLAN
L3 LANDSCAPE DETAILS
L4 LANDSCAPE DETAILS
L5 LANDSCAPE DETAILS
L6 LANDSCAPE DETAILS
C1.0 TOPO
C2.0 DEMOLITION
C3.0 TEMPORARY STREETRECONFIGURATION
C3.1 POST CONSTRUCTIONSTRIPING
C4.0 HORIZONTAL CONTROL
C5.0 GRADING
C6.0 UTILITY
C7.0 EROSION CONTROL
C7.1 EROSION CONTROL DETAILS
C8.0 STORM WATER MANAGEMENT
C9.0 CONSTRUCTION DETAILS
S0.01 TITLE PAGE
S1.01 GENERAL NOTES
S1.02 GENERAL NOTES
S2.01 GROUNDLEVEL/FOUNDATION PLAN
S2.01A FOUNDATION PLAN
S2.02 SECOND LEVEL FLOORFRAMING PLAN
S2.03 THIRD LEVEL FLOORFRAMING PLAN
S2.04 FOURTH LEVEL FLOORFRAMING PLAN
S2.05 FIFTH LEVEL FLOORFRAMING PLAN
S2.06 SIXTH LEVEL FLOORFRAMING PLAN
S2.07 SEVENTH LEVEL FLOORFRAMING PLAN
S2.08 EIGHTH LEVEL/ROOFFRAMING PLAN
S2.09 CANOPY LEVEL & BOTTOMCHORD FRAMING PLAN
S2.10 PV TRUSS TOP CHORD PLAN
S3.01 TYPICAL DETAILS -CONCRETE
S3.02 FOUNDATION SECTIONS
S3.03 FOUNDATION SECTIONS
S3.04 FOUNDATION SECTIONS
S4.01 COLUMN SCHEDULE &DETAILS
S4.02 COLUMN ELEVATIONS
S4.03 COLUMN ELEVATIONS
S4.04 COLUMN ELEVATIONS
S4.10 SHEAR WALL ELEVATIONS
S4.11 SHEAR WALL ELEVATIONS
S4.12 SHEAR WALL ELEVATIONS
S4.13 STRUCTURAL SHEAR WALLELEVATIONS
S4.14 STRUCTURAL SHEAR WALLSECTIONS & DETAILS
S4.15 STRUCTURAL OUTRIGGERSECTIONS & DETAILS
S4.20 TYPICAL DETAILS - CMU
S5.01 TYPICAL DETAILS - P/TCONCRETE SLAB
S5.02 P/T CONCRETE SLABDETAILS
S5.03 P/T CONCRETE SLAB &BEAM DETAILS
S5.04 P/T CONCRETE BEAMELEVATIONS
S5.05 STRUCTURAL P/TCONCRETE BEAMELEVATIONS
S5.06 STRUCTURAL P/TCONCRETE BEAMELEVATIONS
S5.07 STRUCTURAL P/TCONCRETE BEAMELEVATIONS
S6.01 ENLARGED STAIR FRAMINGPLANS
S6.02 ENLARGED STAIR FRAMINGPLANS
S6.03 STRUCTURAL STAIRFRAMING DETAILS
S7.01 TRUSS ELEVATIONS
S7.02 TRUSS DETAILS
S7.03 STRUCTURALMISCELLANEOUS STEELDETAILS
S7.10 STRUCTURAL EXTERIORFACADE SECTIONS
S7.11 STRUCTURAL EXTERIORFACADE DETAILS
FS FOOD SERVICE COUNTERSELEVATIONS
FS7 Unnamed
A0.0 COVER SHEET
A0.01 TITLE SHEET
ARCHITECTURAL
ELECTRICAL
T1 TOILET ACCESSORIES
STRUCTURAL
AUDIO & VISUAL
AV0.02 AV DEVICE & WIRETYPESCHEDULE
AV2.01 AV DETAILS
BID ALTERNATIVES
A: ITEMS TO BE INCLUDED IN TOTAL BID PRICEA1 HIGH SPEED ROLL UP DOORS AT VEHICLE ENTRIESA2 VISION LIGHTS AT ELEVATOR DOORS AND CAB DOORSA3 ADDISON ST. & CENTER ST. GROUND FLOOR LOBBY WALL FINISH - DURAROCK
B: BID ALTERNATESB1 LIGHTING:
A. ACCENT LIGHTING AT ROOF CANOPYB. ACCENT COLOR BLAST UPLIGHT ON BOTTOM OF SLABSC. GUARDRAIL LIGHTING AT 2ND FLR WALKWAYS IN LIEU OF DOWNLIGHTSD. STAIR DOWNLIGHTS AT SUPPORT BEAMS
B2 PHOTO VOLTAIC SYSTEM:A. INCREASE PV ARRAY TO MAXIMUM COVERAGE ALLOWABLE BY CODEB. BATTERY STORAGE FOR MAXIMUM PV ARRAYC. DEDUCT FOR SWITCHGEAR REQUIRED FOR INITIAL PV ARRAY
B3 MICROGRID SYSTEMB4 ADDISON ST. & CENTER ST. GROUND FLOOR LOBBY WALL FINISH - CERAMIC TILE
IN LIEU OF A3 - DURAROCK.
INCLUDE IN TOTAL PRICE, PROVIDE BREAKOUT COST:1A TENANT IMPROVEMENTS FOR ART DISPLAY SPACE1B AUDIO VISUAL FOR ART DISPLAY SPACE2 TENANT IMPROVEMENTS TO BIKE STATION, COFFEE SERVICE, BIKE LINK
ALLOWANCESPARKING ACCESS CONTROL & EQUIPMENT WIL BE NOTED AS AN ALLOWANCE WHICHTHE CONTRACTOR WILL CARRY IN ITS BID WITH INSTALLATION BY THE CONTRACTOR IN THE SCOPE OF THIS WORK.
A
@ ATA.B. ANCHOR BOLTACCESS. ACCESSIBLEAC AIR CONDITIONING,ASPHALTIC
CONCRETEA.C.T. ACCESSIBLE CEILING TILEA.D. AREA DRAINADA AMERICANS WITH DISABILITIES ACTADD. ALT. ADDITIVE ALTERNATEADJ. ADJACENTA.F.F. ABOVE FINISH FLOORAHU AIR HANDLING UNITALUM. ALUMINUM& ANDANOD. ANODIZEDAP ACCESS PANELAPPROX. APPROXIMATEARCH. ARCHITECTURAL, ARCHITECTAS ACCESSIBLE STALLASTM AMERICAN SOCIETY OF TESTING
AND MATERIALS
B
BD. BOARDBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBLVD. BOULEVARDBM. BEAMB.O.B. BOTTOM OF BEAMBOW BACK OF WALL
C
C COMPACT STALLCAB. CABINETCBC CALIFORNIA BUILDING CODECCR CALIFORNIA CODE OF REGULATIONSCCTV CLOSED CIRCUIT TELEVISIONCEC CALIFORNIA ELECTRICAL CODECEM. CEMENTCER. CERAMICCFC CALIFORNIA FIRE CODEC.I. CAST IRONC.I.P. CAST IN PLACEC.J. CONTROL JOINTCL CENTER LINECLG. CEILINGCLKG. CAULKINGCLR. CLEARCMC CALIFORNIA MECHANICAL CODECMU CONCRETE MASONRY UNITCNL(S) CHANNEL(S)C.O. CLEAN OUTCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONST. CONSTRUCTIONCSK COUNTERSUNKC.S.P. COMBINATION STAND PIPEC.T. CERAMIC TILE
D
Ø DIAMETER, ANGLE OF PARKINGDBL. DOUBLEDEPT. DEPARTMENTDET./DETL. DETAILDF DOUBLE FACE, DRINKING FOUNTAINDIA. DIAMETERDIM. DIMENSION RDN DOWNDP DESIGNATED PARKINGDS DOWNSPOUTDSA DIVISION OF STATE ARCHITECTD.S.P. DRY STAND PIPEDWG(S). DRAWING(S)
E
E EASTEA EACH(E). EXIST EXISTINGE.F. EACH FACE, EXHAUST FANEIFS EXTERIOR INSULATION FINISH SYSTEME.J. EXPANSION JOINTEL. ELEVATIONELECT. ELECTRICALELEV. ELEVATORENGR. ENGINEERE.O. EVERY OTHERE.O.S. EDGE OF SLABE.P. EMERGENCY PHONEE.P.A. EXTERIOR PLASTER ASSEMBLYEQ EQUALEQUIP. EQUIPMENTE.W. EACH WAYEX EXTRAEXP. EXPANSION, EXPOSEDEXT. EXTERIOR
F
(F) FUTUREF.D. FLOOR DRAIN, FIRE DAMPERF.D.C. FIRE DEPARTMENT CONNECTIONFDN. FOUNDATIONF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.H. FIRE HYDRANTF.H.V. FIRE HOSE VALVEFIN. FINISHFIXT. FIXTUREF.L. FLOW LINEFLR. FLOORFLUOR FLUORESCENTF.O. FACE OFF.O.F. FACE OF FINISHF.O.W. FACE OF WALLF.P. FIRE PROOF(ING)FS FULL SIZE STALLFT. FOOT, FEETFTG. FOOTINGF.V. FIELD VERIFYF.V.C. FIRE VALVE CABINET
G
GA. GAUGEGALV. GALVANIZEDGEN. GENERALG.I. GALVANIZED IRONGFRC GLASS FIBER REINFORCED CONCRETEGL GLASS, GLAZINGGRND GROUNDGYP. GYPSUM
H
H HIGHH.B HOSE BIBBHC HOLLOW COREH.D. HEAVY DUTYHDW. HARDWAREH.G.V. HOSE GATE VALVEH.M. HOLLOW METALHORIZ HORIZONTALH.P. HIGH POINTHR. HOURHSS HOLLOW STRUCTURAL STEELHT. HEIGHTHVAC HEATING VENTING AND AIR
CONDITIONING
FOOD AND SERVICES
FS1 GENERAL INFORMATION.NOTES
FS2 EQUIPMENT SCHEDULE,EQUIPMENT FLOOR PLAN
FS3 PLUMBING PLAN/SCHEDULEPLUMBING NOTES/SYBOLS
FS4 ELECTRICAL PLAN/SCHEDULEELECTRICALNOTES/SYMBOLS
FS5 BACKING PLAN AND DETAILS
FS6 FOOD SERVICE COUNTERSELEVATIONS
1 PLAN CHECK
RESUBMITTAL
4/11/16
2 ADDENDUM 2 3/25/16
3 ADDENDUM 3 4/1/16
5 ADDENDUM 5 4/13/16
A/L 1 GROUND FLOOR ACMLOCATION MAP
A/L 2 LEVEL 2 ACM LOCATION MAP
A/L 3 LEVEL 4 ACM LOCATION MAP
A/L 4 LEVEL 5 ACM LOCATION MAP
A/L 5 FLOORS 1A-5B ACMLOCATION MAP
(E) ASBESTOS & LEADDRAWINGS
5
SECOND LEVEL+181.00'
B
THIRD LEVEL+192.33'
FOURTH LEVEL+202.50'
FIFTH LEVEL+212.67'
SIXTH LEVEL+222.84'
SEVENTH LEVEL+233.01'
EIGHTH (ROOF) LEVEL+243.18'
PV STRUCTURESSD
AVERAGE GRADE+169.05'
BOTTOM OF TRUSS+251.43'
5" HIGH CONCRETECURB, TYP.
3' - 6
"
16' - 0"
6"
1' - 0"
8' - 0"
SECOND LEVEL+181.00'
17
16
THIRD LEVEL+192.33'
FOURTH LEVEL+202.50'
FIFTH LEVEL+212.67'
SIXTH LEVEL+222.84'
SEVENTH LEVEL+233.01'
EIGHTH (ROOF) LEVEL+243.18'
AVERAGE GRADE+169.05'
CENTER STREET
EXTERIOR PERFORATED METALSCREEN. SEE EXTERIOR SCREENASSEMBLY DRWGS. A5.09 -A5.37FOR DETAILS. SEE ALSOSTRUCTURAL DRWGS FORATTACHMENT.
EXPOSED STRUCTURAL BEAM, SSD
ALUM. PANELING
A9.07
6
BOTTOM OF TRUSS+251.43'
SEE DRWG. A4.16 FORDETAILED CANOPY PLAN
PERFORATED METALGUARDRAIL TO MATCHSCREEN ABOVE
SUSPENDED BARRIERBEAM AT 8'-3" ABOVEENTRY DRIVE
UPTURNED BEAM-14" X 3'-9" HIGH REINFORCEDCONCRETE CRASH WALL. TYPICAL ALLFLOORS AT ADDISON AND CENTERSTREET LOCATIONS
SECONDARY STEEL STRUCTURECOMPLETE WITH STEEL STANDOFFSSUPPORTING THE ARCHITECTURALMETAL SCREEN. PAINTED2' - 0"
SLEEVE THROUGH BEAMSFOR PLUMBING LINES, SEEPLUMBING DWG
A6.02
3
SECOND LEVEL+181.00'
17
THIRD LEVEL+192.33'
8' -
2 1
/2"
CL
STRUCT.FRAMING FORSCREEN, SSD
STRUCT. FRAMING FORSCREEN, SSD FOR DETAIL
CONC. WALK WAY
CONC. CRASHED WALL
7' - 0"
CL
BEAM, SSD
1/2" THICK LEXANPOLYCABONATE SHEETBETWEEN PERFORATEDPANELS AND UNISTRUT
LEXAN FASTENER
PERFORATEDPANELS
LEXAN PANEL
5x5 ALUM. TUBE
SCREEN PARTIAL ELEVATION
NOTE:
1. LEXAN PANELS OCCUR ONLY AT THE BOTTOMOF THE SCREEN, SLANT SECTION OF SCREEN.
PERFORATED SCREEN,SEE SCREENDRAWINGS FOR DETAIL
VAR
IES
VARIE
S
2 1/2" x 5" PAINTALUM TUBE
2 1/2" x 5" PAINTALUM TUBE
LIGHTFIXTURE, SED
5
A
ST
RENEWALDATE
ET
A
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RNI
03/31/17
NO. C-30719
AR
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JCI
L
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IPD, Inc.
@
Oakland
Irvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
Date
Project No.
Scale
Checked By
Drawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/13/2016 5:07:18 PM
C:\Users\jleite\Documents\Center St_jleite.rvt
As indicated
A6.02
CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage
BID SET 02/26/16
A6.02A6.02A6.02A6.02
WALL SECTIONS
Author
11/19/15
14877
Checker
SCALE: 1/4" = 1'-0"
WALL SECTION @ GRID LINE B1
SCALE: 1/4" = 1'-0"
WALL SECTION @ GRID LINE 172
NOTES:1. THE LEVEL ELEVATIONS SHOWN ARE FORREFERENCE ONLY, SEE PLAN FOR GRADE ELEVATIONS
1
1
SCALE: 3/4" = 1'-0"
PARTIAL SECTION THRU SCREENRC-1
3
1 PLAN CHECK
RESUBMITTAL
4/11/16
2 ADDENDUM 2 3/25/16
4 ADDENDUM 4 4/12/16
5 ADDENDUM 5 4/13/16
6
B
6" CMU WALL
12" CMU WALL
INFILL THERMAL INSULATIONIN CAVITY OF 4" MTL STUD
5/8" GYPSUM
2' - 3"
2"
LINE OF EDGE OF BUILT-IN KITECHEN COUNTER
ALIGNSEALANT
SEALANT
6
A7.5
CONC. WALL, SEESTRUCT. DWG
GYP. BD OVER METAL STUD
4"
4"
THERMAL INSULATION
5
A7.5
ALIGN
STOREFRONT
CONC. WALL, SEESTRUCT. DWG.
CONT. SEALANT, TYP.
METAL STUD FRAMING,SEE STRUCT. DWG.
1/2"
GYP. BD OVER 7/8" FURRING METALCHANNEL ON CONC. WALL
BACKER RODAND SEALANT
METAL DOOR FRAME
3"
2"
4"
4
B
CONC COLUMN, SEE STRUCT. DWG
INFILL CAVITY OF STUD WALLWITH ACOUSTICAL INSULATION (1) LAYER 5/8" TYPE-X
GYP. BD. OVER METALSTUD
1' - 6" 1' - 6"ALIGNALIGN
ALIGN
1' - 6"
PLUMBING PIPE, SEEPLUMBING DRAWING
(1) LAYER 5/8" TYPE-X GYP. BD. ONBOTH SIDE OF METAL STUD
4
A7.5
4"
ALIGN
ACOUSTICALINSULATION
ALIGN
DOOR
STOREFRONT
2
ALUM. SILL CAP
LINE OF HALF HT. CMUWALL BELOW
DUAL GLAZING, BUTT JOINT@ 90
1' - 4"
GYP. BD FINISH
EXPOSEDCMU CAP
2
B
PROVIDE JAMBSUPPORT FORDOOR
CURTAIN WALL GLAZINGON TOP OF CMU WALL
CONC. COLUMN, SSD
DOOR R.O..
1' - 4"
SEALANT EACH SIDE
2
A7.5
1' - 4"
CL
CMU WALL
WINDOW LEDGE
LINE OF CMUWALL BELOW
EXPOSED CMU WALL CAP
ALIGN
GYP. BD FINISH
2
A6.5
4" WIDE CONC.CURB
CMU WALL
5/8" GYP. BD.
THERMAL INSULATIONWITHIN CAVITY OF METALSTUD WALL
COLUMN,SSD
ALIGN
GYP. BD OVERMETAL STUD
FRAMELESSGLAZING
BUILT-INCASEWORK,SEE A4.14C
1
STOREFRONT ON TOP OF 6"WIDE CONC. CURB
ALIGN
CMU BELOW
PROPERTY LINE
TUBE STEELPOST FORACCESS GATE
FURRED STUD WALL
1' - 0"
1
B
STOREFRONT ON TOP OF6" WIDE CONC. CURB
STOREFRONT ON TOP OF6" WIDE CONC. CURB
PROPERTY LINE
BACKER ROD AND SEALANT, TYP.
CL
CONC. COLUMN, SSD
1' - 0"
1"
1
A7.5
GYP. BD FINISH 0VER METAL STUD WALLW/ THERMAL INSULATION
COMPOSITE METALPANEL SYSTEM OVERWATERPROOFINGMEMBRANE OVER EXTRSHEATHING
STOREFRONT
EGRESS DOOR
BACKER ROD AND SEALANT.SHIMING AS REQ'D
3' -
0"
PROPERTY LINE
1
A6.5
ONE (1) LAYER5/8" ON EITHERSIDE OF 4" METALSTUD FRAMING
ONE (1) LAYER 5/8" GYPSUM BOARD INTERIOR FINISH,ONE (1) LAYER 5/8" EXTERIOR GYPSUM SHEATHINGWITH 1" R5 CONTINUOUS RIGID INSULATIONBETWEEN 1" "Z" BARS 2'-0" OC. WATER RESISTIVEBARRIER OVER GYPSUM BOARD SHEATHING AND 4"METAL STUDS FRAMING 16" OC W/ R13 THERMALINSULATION WITHIN STUD CAVITY.
GLAZING W/ U-CHANNELON CONC. CURB
PROPERTY LINE
COMPOSITEMETALPANEL SYSTEM
ALI
GN
SEALANT
ALIGN
CONC. COL., SSD
FUTURE
RETAIL
ART
DISPLAY
SPACE
ART
DISPLAY
SPACE
4"
AIR-TIGHT SILICONESPACER, TYPICAL
4" WIDE CONC. CURB ON (3)SIDES OF ART SPACE
TALL CAB
CMU WALL
SEALANT
GYP. BD OVER METAL STUD
CASHIER
JAN.
SEC.
OFFICE
RELOCATED (E)MURAL. COORDINATEITS LOCATION WITHTHE CITY
THERMAL INSULATION
ACOUSTICAL INSULATION
CENTER TRANSACTIONWINDOW TO OVERALL WIDTHOF WALL WHERE WINDOW ISLOCATED, (TYP. OF 2)
JAN.
SEC.
OFFICE
ELEC.
THERMAL INSULATIONWITHIN CAVITY OF 4"METAL STUD WALL
SHIMING AS REQ'D
LINE OF DOORTHREADHOLD
PROVIDE 3/4" FIRE RETARDANTPLYWOOD FOR MOUNTING OF ELECPANELS EQUIPMENT IF REQ'D. SIZEAND LOCATION TO BE DETERMINED
A
ST
RENEWALDATE
ET
A
OFOFILAC
RNI
03/31/17
NO. C-30719
AR
E
JCI
L
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NA
AW
INAND
HCRA
ET
TC
IPD, Inc.
@
Oakland
Irvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
Date
Project No.
Scale
Checked By
Drawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/13/2016 6:12:44 PM
C:\Users\jleite\Documents\Center St_jleite.rvt
1 1/2" = 1'-0"
A9.02
CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage
BID SET 02/26/16
A9.02A9.02A9.02A9.02
DETAILS
Author
11/19/15
14877
Checker
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE B & 61
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE A.75 & 62
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE A.75 & 56
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE B & 45
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE A7.5 & 410
SCALE: 1 1/2" = 1'-0"
CORNER GLAZING DETAIL13
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE B &214
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE A7.5 & 215
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE A6.5 & 216
SCALE: 1 1/2" = 1'-0"
STOREFRONT CORNER DETAL17
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE B & 118
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE A6.5 & 119
SCALE: 1 1/2" = 1'-0"
DETAIL @ GRID LINE A6.5 & 120
SCALE: 1 1/2" = 1'-0"
DETAIL @ CASHIER WINDOW12
SCALE: 1 1/2" = 1'-0"
DOOR JAMB DETAIL @ CMU ANDFURRED WALL
11
2 ADDENDUM 2 3/25/16
5 ADDENDUM 5 4/13/16
5
17
THIRD LEVEL+192.33'
FOURTH LEVEL+202.50'
FIFTH LEVEL+212.67'
5' -
5"
3/4" MDO BLADE SIGNDOUBLE SIDEDSEALED AND PAINTED EDGEDBIKE ORIENTAION TO MATCH
8" TALL X 4.5" WIDEPOWDER COATED BLACKWITH (4) .25" HOLES
7' - 0"
11' -
0"
4' - 1"
SCALE: 3/8" = 1'-0"
BIKE SIGN11
17
FOURTH LEVEL+202.50'
8" TALL X 4.5" WIDEPOWDER COATED BLACKWITH (4) .25" HOLES
7' - 6 7/8" 3' - 3 3/4"
11' -
0"
SCALE: 3/8" = 1'-0"
'P' SIGN12
3
8