2025 Center Street 2025 CENTER STREET PARKING …...BLOCKING GLU-LAM SECTION TRUSS JOIST SAND ROCK EARTH DATE SIGNED S T RUCTU R A L B L A K E W. DILS W O R T H R No. 3929 E G I S

SECTIONREFERENCE:

DETAILREFERENCE:

DETAILREFERENCE:

REVISIONIDENTIFICATION:

2S3.4

DETAIL NUMBER

SHEET NUMBER

2S3.4

2S3.4

WALLELEVATION:

WALLSECTION:

BUILDINGSECTION:

2S3.4

DETAIL NUMBER

SHEET NUMBER

2S3.4

2S3.4

2S3.4

REVISION NUMBER REVISION SHEET NUMBER1 RS-12

MATERIALSSHOWN ONPLANS:

CAST-IN-PLACE CONCRETE

PRECAST CONCRETE

CONCRETE MASONRY UNITS

BRICK MASONRY UNITS

STEEL MEMBERS

WOOD OR METAL STUDS

MATERIALSSHOWN ONDETAILS:

CAST-IN-PLACE

CONCRETEIN SECTION

PRE-CAST ORC.I.P.

CONCRETEIN ELEVATION

PRE-CASTCONCRETE

INSECTION

CONCRETEMASONRYUNITS

IN PLAN

CONCRETEMASONRY UNITSIN SECTION

CMU ORBRICK

IN ELEVATION

BRICKMASONRYUNITS

IN SECTION

WIDEFLANGESECTION

CHANNELSECTION

TUBESECTION

PIPESECTION

ANGLESECTION

METALSTUD ORJOIST

WOOD STUDOR JOIST

STUD WALLw/

PLYWOODSHEATHING

CONTINWOODMEMBER

WOODBLOCKING

GLU-LAMSECTION

TRUSSJOIST

SAND ROCK EARTH

DATE SIGNED

ST R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

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

01 APR 2016

4/1/2016 10:39:30 AM

D:\114156-00-STRUCT-R2016.rvt

12" = 1'-0"

CenterStreetParkingGarage

2025 Center StreetBerkeley, CA 94704

ADDENDUM 3

S0.01

STRUCTURAL TITLEPAGE

PY

04/01/2016

114156.00

GW

# TITLE

SHEET INDEXISSUE LOG

ISSUE LOG KEY

' √ ' ISSUED AS PART OF A SET

' — ' NOT A PART OF ISSUED SET

' * ' ISSUED FOR INFORMATION ONLY

' o ' PREVIOUSLY SUBMITTED FOR PLAN CHECK & PROVIDED FOR INFORMATION ONLY D

ATE

04-10-15

05-05-15

06-25-15

07-15-15

10-15-15

11-19-15

02-26-16

02-26-16

03-25-16

04-01-16

2025 CENTER STREET PARKING STRUCTURE

BERKELEY, CA

ABBREVIATIONS SYMBOLS SHEET INDEX

100%

SD

100%

SD

50% DD

100%

DD

65% CD

PERMIT SET

PLN CHK

BID SET

ADDENDUM 2

ADDENDUM 3

S0.01 STRUCTURAL TITLE PAGE √ √ √ √ √ √ √ √ √ √

S1.01 STRUCTURAL GENERAL NOTES √ √ √ √ √ √ √ √ ——S1.02 STRUCTURAL GENERAL NOTES √ √ √ √ √ √ √ √ √ √

S2.01 STRUCTURAL GROUND LEVEL PLAN √ √ √ √ √ √ √ √ √ √S2.01A STRUCTURAL FOUNDATION PLAN —————— √ √ — √S2.02 STRUCTURAL SECOND LEVEL FLOOR FRAMING PLAN √ √ √ √ √ √ √ √ √ √S2.03 STRUCTURAL THIRD LEVEL FLOOR FRAMING PLAN √ √ √ √ √ √ √ √ ——S2.04 STRUCTURAL FOURTH LEVEL FLOOR FRAMING PLAN √ √ √ √ √ √ √ √ ——S2.05 STRUCTURAL FIFTH LEVEL FLOOR FRAMING PLAN √ √ √ √ √ √ √ √ ——S2.06 STRUCTURAL SIXTH LEVEL FLOOR FRAMING PLAN √ √ √ √ √ √ √ √ ——S2.07 STRUCTURAL SEVENTH LEVEL FLOOR FRAMING PLAN √ √ √ √ √ √ √ √ ——S2.08 STRUCTURAL EIGHTH LEVEL/ROOF FRAMING PLAN √ √ √ √ √ √ √ √ √ —S2.09 STRUCTURAL CANOPY LEVEL & BOT CHORD FRAMING PLAN √ ——— √ √ √ √ √ —S2.10 STRUCTURAL PV TRUSS TOP CHORD FRAMING PLAN —————— √ √ √ —

S3.01 STRUCTURAL TYPICAL DETAILS - CONCRETE —— √ √ √ √ √ √ — √S3.02 STRUCTURAL FOUNDATION SECTIONS ——— √ √ √ √ √ √ —S3.03 STRUCTURAL FOUNDATION SECTIONS ——— √ √ √ √ √ √ —S3.04 STRUCTURAL FOUNDATION SECTIONS ——— √ √ √ √ √ √ —

S4.01 STRUCTURAL COLUMN SCHEDULE & DETAILS —— √ √ √ √ √ √ ——S4.02 STRUCTURAL COLUMN ELEVATIONS —— √ √ √ √ √ √ √ —S4.03 STRUCTURAL COLUMN ELEVATIONS ——— √ √ √ √ √ √ —S4.04 STRUCTURAL COLUMN ELEVATIONS ——— √ √ √ √ √ ——

S4.10 STRUCTURAL SHEAR WALL ELEVATIONS √ √ √ √ √ √ √ √ ——S4.11 STRUCTURAL SHEAR WALL ELEVATIONS √ √ √ √ √ √ √ √ ——S4.12 STRUCTURAL SHEAR WALL ELEVATIONS ————— √ √ √ ——S4.13 STRUCTURAL SHEAR WALL ELEVATIONS ————— √ √ √ ——S4.14 STRUCTURAL SHEAR WALL SECTIONS & DETAILS —— √ √ √ √ √ √ ——S4.15 STRUCTURAL OUTRIGGER SECTIONS & DETAILS ————— √ √ √ ——

S4.20 STRUCTURAL TYPICAL DETAILS - CMU —— √ √ √ √ √ √ √ √

S5.01 STRUCTURAL TYPICAL DETAILS - P/T CONCRETE SLAB —— √ √ √ √ √ √ ——S5.02 STRUCTURAL P/T CONCRETE SLAB DETAILS ————— √ √ √ ——S5.03 STRUCTURAL P/T CONCRETE SLAB & BEAM DETAILS —— √ √ √ √ √ √ √ √S5.04 STRUCTURAL P/T CONCRETE BEAM ELEVATIONS —— √ √ √ √ √ √ ——S5.05 STRUCTURAL P/T CONCRETE BEAM ELEVATIONS ———— √ √ √ √ ——S5.06 STRUCTURAL P/T CONCRETE BEAM ELEVATIONS ————— √ √ √ ——S5.07 STRUCTURAL P/T CONCRETE BEAM ELEVATIONS —————— √ √ ——

S6.01 STRUCTURAL ENLARGED STAIR FRAMING PLANS —— √ √ √ √ √ √ ——S6.02 STRUCTURAL ENLARGED STAIR FRAMING PLANS —— √ √ √ √ √ √ ——S6.03 STRUCTURAL STAIR FRAMING DETAILS ————— √ √ √ ——

S7.01 STRUCTURAL TRUSS ELEVATIONS ———— √ √ √ √ ——S7.02 STRUCTURAL TRUSS DETAILS ———— √ √ √ √ ——S7.03 STRUCTURAL MISCELLANEOUS STEEL DETAILS ————— √ √ √ ——S7.10 STRUCTURAL EXTERIOR FACADE SECTIONS ————— √ √ √ ——S7.11 STRUCTURAL MISCELLANEOUS STEEL DETAILS ————— √ √ √ √ —

PLY PlywoodPLYWD PlywoodP.J.P. Partial Joint PenetrationPSF Pounds per Square FootPSI Pounds per Square InchPSL Parallel Strand LumberP/T Post-TensionedP.T. Pressure TreatedP.T.D.F. Pressure Treated Douglas Fir

R RadiusR.D. Roof DrainRDWD RedwoodREF ReferenceREINF ReinforcingREQD RequiredREV RevisionRF RoofRM RoomR.O. Rough Opening

S Section ModulusS.A.D. See Architectural DrawingsS.C.D. See Civil DrawingsSCHED ScheduleS.E.D. See Eletrical DrawingsSF Squre FeetSHT SheetSHTG SheathingSIM SimilarS.J. Shrinkage Joint, Seismic Joint or Slip JointS.L.D. See Landscape DrawingsS.M.D. See Mechanical DrawingsS.M.F. Special Moment FramesS.M.S. Sheet Metal ScrewS.O.G. Slab On GradeSP Space or SpacingS.P.D. See Plumning DrawingsSPEC SpecificationSQ. SquareS.S.D. See Structural DrawingsSTAGG StaggeredSTD StandardSTIFF StiffenerSTL SteelSTRUCT StructuralSYM Symmetric

T & B Top and BottomT & G Tongue and GrooveT.B. Tie BeamTHK ThickTHRU ThroughT.L. Top LowerT.O. Top OfT.O. CONC Top of ConcreteT.O. PAR Top of ParapetT.O. PLY Top of PlywoodT.O. PL Top of PlateT.O. SLAB Top of SlabT.O. STL Top of WallTRANS TransverseTS Tube SteelT.U. Top UpperTYP Typical

UBC Uniform Building CodeU.N.O. Unless Noted Otherwise

V.B. Vapor BarrierVENT VentilationVERT VerticalV.I.F. Verify In Field

W Wide Flangew/ Withw/o WithoutWD WoodWF Wide FlangeW.P. Work PointW.P.J. Weakened Plan JointWT Weight or Structural TW.W.F. Welded Wire Fabric

F.O. STUD Face of StudFRMG FramingF.S. Far SideFT Foot or FeetFTG Footing

GA GageGALV GalvanizedG.B. Grade BeamGLB Glued Laminated BeamGLC Glued Laminated ColumnGR GrageGYP Gypsum

HDR HeaderHGR HangerHK HookHORIZ HorizontalH.P. Hight PointH.R. Hard RockHSS Hollow Steel StructureHT Height

I Moment of InertiaI.D. Inside DiameterI.F. Inside FaceINFO InformationINSUL InsulationINT Interior

JST JoistJT Joint

KIPS 1000 PoundsKSF KIPS Per Square Foot

L AngleLBS PoundsLL Live LoadLLH Long Leg HorizontalLLV Long Led VerticalLONGIT LongitudinalL.P. Low PointL.S. Low ShrinkageLSL Laminated Strand LumberLT LightLVL Laminated Veneer LumberLTWT Light Weight

MACH MachineMAS MasonryMATL MaterialMAX MaximumM.B. Machine BoltMC Miscellaneous ChannelM.D. Mid-depthMECH MechanicalM.F. Moment FrameMFR ManufacturerMIN MinimumMISC MiscellaneousMTL Metal

(N) NewN.A. Not ApplicableN.I.C. Not In ContractNO. NumberN.P. No ProfileN.S. Near SideN.T.S. Not To Scale

o.c. On CenterO.D. Outside DiameterO.F. Outside FaceO.H. Opposite HandOPNG OpeningOPP. OppositeOSB Oriented Strand BoardO.W.S.G. Open Web Steel GirderO.W.S.J. Open Web Steel Joist

PAR ParapetPC PieceP/C PrecastPCF Pound per Cubic FootP.D.F. Powder Driven FastenerP.D.P. Powder Driven PinPL Property Line or PlatePLF Pounds per Linear Foot

A.B. Anchor BoltACI American Concrete InstituteA.D. Area DrainADDL AdditionalADJ AdjacentA.F.F. Above Finish FloorAISC American Institute of Steel ConstructionALT AlternateAPPROX ApproximatelyARCH Architect or ArchitecutralASPH AsphaltASTM American society of Testing and MaterialsA.C. Asphaltic Concrete, Air Condition

BAL BalanceB.L. Bottom LowerBLDG BuildingBLK BlockBLKG BlockingBM BeamB.O. Bottom ofBOT BottomB.P. Break PointBRD BoardBRG BearingBRKT BracketBTWN BetweenB.U. Bottom Upper

C ChannelCBC California Building CodeC.I.P. Cast In PlaceC.J. Construction or Control JointCLG CeilingCL Center LineCLR ClearCMU Concrete Masonry UnitCOL ColumnCONC ConcreteCONN ConnectionCONSTR ConstructionCONTIN ContinuousC.J.P. Complete Joint PenetrationCTR CenterCTRD CenteredCTRSNK Countersink

d Penny weightDBL DoubleDEPR DepressionD.F. Douglas FirDIA or DiameterDIAG DiagonalDIM DimensionDL Dead LoadDN Downdo DittoD.W.F. Deformed Wire FabricDWG Drawing

(E) ExistingEA EachE.F. Each FaceE.J. Expansion JointEL ElevationELEC ElectricalELEV ElevatorEMBED EmbedmentE.N. Edge NailENCL EnclosureENGR EngineerE.O. Edge ofE.O. MAS Edge of MasonryE.O. PL Edge of PlateE.O. SLAB Edge of SlabEQ EqualEQPT EquipmentE.W. Each WayEXP ExpansionEXT Exterior

F.D. Floor DrainFDN FoundationF.F. Finish FloorFIN FinishFLR FloorF.O. Face ofF.O. CONC Face of ConcreteF.O. MAS Face of Masonry

Permit Set 11-19-15

1 Plan Check Resubmittal 02-26-16

Bid Set 02-26-16

A2 Addendum 2 03-25-16

Addendum 3 04-01-16A3

Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

2025 Center Street

Berkeley, CA 94704

Plan Check Resubmital 02-26-161Permit Set 11-19-15

Bid Set 02-26-16

S1.01

STRUCTURAL

GENERAL NOTES

Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

2025 Center Street

Berkeley, CA 94704

Plan Check Resubmital 02-26-161Permit Set 11-19-15

Bid Set 02-26-16Addendum 2A2 03-25-16

S1.02

STRUCTURAL

GENERAL NOTES

A2

All steel elements exposed to weather shall be galvanized, galvanize according to ASTM A123, hotdip process.A3

FD

FD

FD

FD

FD

FD

FD

FD

FDFD

FD

FD

FD

RAMP UPS.A.D.

RAMP UPS.A.D.

16S4.20

15S4.20

10AS4.20

19S4.20

14S4.20

19S4.20

19AS4.2019A

S4.20

10AS4.20

19S4.20

15S4.20

10S4.20

16S4.20

10S4.20

19S4.20

17AS4.20

10S4.20

10S4.20

10S4.20

19S4.20

19S4.20

TYP

18S4.20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

A4

A7.5

B3

B7

1S4.10

1S4.11

1S4.12

1S4.13

A5

A4.1

B3.5

FUTURE SLABBY TENANT

A1.75

S6.01

1

S6.02

1

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

126'-0"

12'-2"

11'-4"

8'-9"

30'-9"

63'-0"

10'-6"

28'-0"

126'-0"

63'-0"

14'-9"

15'-9"

9'-6"

10'-10"

12'-2"

26'-0"

B8.5

LOWER FOOTING ATTRANSFORMER, S.E.D.

B7.5

A6.5

B5

1S3.02

2S3.02

3S3.02

4S3.02

5S3.02

7S3.02

6S3.02

2S3.03

3S3.03

5S3.03

7S3.03

8S3.03

5S3.04

6S3.04

7S3.04

C-5C-5

C-10C-10

C-8C-8SIM

C-8C-8C-8C-8

C-4C-4

C-8C-8

C-8C-8

C-6C-6

C-6C-6

C-11C-11 C-3C-3

C-6AC-6A

C-2C-2C-1C-1C-1C-1C-1C-1

C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4

C-7C-7

C-6AC-6A

C-6AC-6A

C-3C-3

C-6C-6

C-8C-8

C-11C-11 C-2C-2

C-8C-8

C-8C-8

C-8C-8

SIM

C-10C-10

C-4C-4

C-1C-1

C-1C-1

C-1C-1

C-1C-1

C-4C-4 C-4AC-4A C-4AC-4A C-4C-4

C-4C-4

C-4C-4

C-7AC-7A

C-5C-5

C-8C-8

C-9C-9

C-9C-9

1S3.03

4S3.03

6S3.03

1S3.04

2S3.04

3S3.04

4S3.04

TYP

4S3.03

SIM

1S3.03

SIM

6S3.03

SIM

3S3.04

SIM

4S3.04

SIM

3S3.04

SIM

7S3.04

SIM

4S3.02

SIM

5S3.02

SIM

3S3.04

SIM

6S3.04

SIM

6S3.03

SIM

6S3.03

SIM

JOINT, TYP

8S3.03

SIM

JOINT, TYP

A2

16.3

8'-6"

2'-10"

8'-9"

7'-4"

8'-6"

6'-6 1/2"

ELEVATOR SEPARATORBEAM: HSS10x4x3/8 TYP

T.O.S.=T.O. CONC.


T.O.S.=T.O. CONC.

T.O. CONC EL=-7 7/256"

2"

2"

2"

1" 2"

(E) ADJACENT BUILDINGCONTRACTOR TO PROVIDESHORING AND UNDERPINNINGOF EXISTNG FOUNDATIONS ASREQUIRED DURING EXCAVATION

(E) ADJACENT BUILDINGCONTRACTOR TO PROVIDESHORING AND UNDERPINNINGOF EXISTNG FOUNDATIONS ASREQUIRED DURINGEXCAVATION

15'-0"

15'-0"

A2

A2

A2 A2

A2

15'-0"

15'-0"

A2

A2

A2

A2A2

A2

A2

HSS4x3x3/8

SEE 8/S7.11

HSS8x4x1/4

SEE 8A/S7.11

HSS8x4x1/4

SEE 8A/S7.11A2

A2

A2

HSS8x4x1/4

SEE 8A/S7.11

A2

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

A2

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

A2A2

A2

A2

A2

A2

A2

A2HSS4x3x3/8

SEE 8/S7.11

A2

HSS8x4x1/4

SEE 8A/S7.11

HSS8x4x1/4

SEE 8A/S7.11

A2

A2

HSS4x3x3/8

SEE 8/S7.11HSS4x4x3/8

SEE 8/S7.11

A2

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

A2

A2

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

HSS4x3x3/8

SEE 8/S7.11

HSS8x4x1/4

SEE 8A/S7.11

A2

A2A2

A2

3"

3"

A2

MANUFACTURER PRIOR TO CONSTRUCTION.VERIFY ELEVATOR OPENINGS AND PIT DIMENSIONS WITH ELEVATOR

FOR LOCATION, SIZE, AND EXTENT OF CURBS, S.A.D.

5. FOR AREA DRAIN & SUMP LOCATIONS, S.A.D.

TOP OF CONCRETE S.O.G. EL. = VARIES, S.A.D.

2.

1.

8.

SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGEITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FORGENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITYOF OTHERS.

3.

VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES,DRAINS, SLAB DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS,PRIOR TO START OF CONSTRUCTION.

NOTES:

4.

6.

7.

SHALL BE DESIGNED BY OTHERS.SHORING AND UNDERPINNING OF ADJACENT PROPERTY, WHEN REQUIRED,

10. ' W.P.J. ' INDICATES WEAKENED PLANE JOINT IN S.O.G., SEE 21/S3.01

FOR FOUNDATION DETAILS, REFER TO SHEETS S3.02 TO S3.04FOR TYPICAL MASONRY DETAILS, REFER TO SHEET S4.20

FOR GENERAL NOTES, REFER TO SHEETS S1.01 AND S1.02

9. INDICATES COLUMN TYPE, SEE 4/S4.01C-1

FOR TYPICAL CONCRETE DETAILS, REFER TO SHEET S3.01

11. FOR S.O.G. BLOCKOUT AT COLUMNS AND WALLS, SEE 15/S3.01

12. FOR CMU CONTROL JOINTS, SEE 13/S4.20

13. INDICATES (E) BELL-SHAPED PIER TO REMAIN, CUT DOWN 3'-0"BELOW BOTTOM OF CONCRETE DIRECTLY ABOVE PIER

REFERENCE NORTH

DATE SIGNED

ST R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

25 MAR 2016

3/23/2016 4:14:23 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



ADDENDUM 2

S2.01

STRUCTURALGROUND LEVEL PLAN

PY

03/25/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.01GROUND LEVEL PLAN 1

Permit Set 11-19-15


Bid Set 02-26-16


A2

20S4.20

20S4.2021

S4.20

A3A3

A3

20S3.01

A3

17S4.20

17S4.20

17S4.20

SIM SIM

SIM

A3

A3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

A4

A7.5

B3

B7

1S4.10

1S4.11

1S4.12

1S4.13

A5

A4.1

B3.5

A1.75

B8.5

B7.5

A6.5

B5

1S3.02

2S3.02

3S3.02

4S3.02

5S3.02

7S3.02

6S3.02

2S3.03

3S3.03

5S3.03

7S3.03

8S3.03

5S3.04

6S3.04

7S3.04

1S3.03

4S3.03

6S3.03

1S3.04

2S3.04

3S3.04

4S3.04

A2

16.3

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

126'-0"

12'-2"

11'-4"

8'-9"

30'-9"

63'-0"

10'-6"

28'-0"

126'-0"

63'-0"

14'-9"

15'-9"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"

2'-10"

8'-9"

7'-4"

8'-6"

T.O. FTG=167.75

T.O. FTG=165.25

T.O. FTG=165.25

T.O. FTG=167.75

T.O. FTG=165.75

T.O. FTG=167.75

T.O. FTG=166.75

T.O. FTG=167.75

T.O. FTG=167.75

T.O. FTG=168.67

T.O. FTG=168.67

T.O. FTG=168.67

T.O. FTG=168.67

T.O. FTG=168.67

T.O. FTG=164.67

T.O. FTG=167.25

T.O. FTG=167.75

T.O. FTG=168.67

T.O. FTG=165.25

T.O. FTG=167.25

T.O. FTG=167.75

T.O. FTG=166.67

T.O. FTG=167.50 T.O. FTG=165.84

T.O. FTG=165.84

T.O. FTG=165.84

T.O. FTG=161.92

T.O. FTG=165.84

T.O. FTG=165.84

T.O. FTG=168.67

T.O. FTG=168.67

T.O. FTG=167.50

T.O. FTG=167.50

T.O. FTG=167.50

T.O. FTG=165.84

T.O. FTG=165.84 T.O. FTG=163.00

T.O. FTG=164.42

T.O. FTG=165.84

T.O. FTG=165.84

T.O. FTG=166.50

T.O. FTG=166.50

T.O. FTG=166.00

T.O. FTG=164.50

T.O. FTG=163.00

T.O. FTG=167.50

T.O. FTG=165.84

T.O. FTG=165.84

TYP ATINDIVIDUALSPREAD FTG

1'-0"4'-8" 5'-0" 5'-0" 5'-0"

4S3.02

11'-0"1'-0"

6S3.03

SIM

1'-0"

10'-6"

5'-0"

6S3.03

SIM

1S3.02

1S3.03

11'-9"

4S3.02

5S3.02

5'-0" 5'-0"

3'-11"

1'-0" 1S3.02

4S3.02

11'-0" 3'-6" 5'-0"1'-0" 1'

-0"

1'-0"

12'-0"

3'-6"

6S3.03

2S3.04


3'-5"

MANUFACTURER PRIOR TO CONSTRUCTION.VERIFY ELEVATOR OPENINGS AND PIT DIMENSIONS WITH ELEVATOR


5. FOR AREA DRAIN & SUMP LOCATIONS, S.A.D.

2.

1.

SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGEITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FORGENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITYOF OTHERS.

3.


NOTES:

4.

6.

7.

SHALL BE DESIGNED BY OTHERS.SHORING AND UNDERPINNING OF ADJACENT PROPERTY, WHEN REQUIRED,

FOR FOUNDATION DETAILS, REFER TO SHEETS S3.02 TO S3.04FOR TYPICAL MASONRY DETAILS, REFER TO SHEET S4.20

FOR GENERAL NOTES, REFER TO SHEETS S1.01 AND S1.02FOR TYPICAL CONCRETE DETAILS, REFER TO SHEET S3.01

8. INDICATES (E) BELL-SHAPED PIER TO REMAIN, CUT DOWN 3'-0"BELOW BOTTOM OF CONCRETE DIRECTLY ABOVE PIER

REFERENCE NORTH

DATE SIGNED

S

T R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

26 FEB 2016

3/2/2016 4:22:27 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



BID SET

S2.01A

STRUCTURALFOUNDATION PLAN

Author

02/26/2016

114156.00

Checker

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.01AFOUNDATION PLAN 1

Permit Set 11-19-15


Bid Set 02-26-16


A3

FD

FD

FD

FD

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

15S5.03

15S5.03

6S4.14

16S5.03

15S5.03

15S5.03

6S5.03

16S5.03

6S5.03

Fe = 16.0 K/FT

Fe = 16.0 K/FT

Fe = 16.0 K/FT

8S3.04

8S3.04

6S4.14

6S4.14

2 TENDONS

2 TENDONS

7S5.02

Fe = 26.8 K

TEMP TENDON

TYPICAL

N.P.

6S5.03

4S5.02

SIM6S5.03

6S4.14

2 TENDONS

5" P/T SLAB

5" P/T SLAB

5S5.02

TYP

4S5.02

SIM

Fe = 4.0 K/FTADDED

Fe = 16.0 K/FT

1 TENDON

17 TENDONS

17 TENDONS

1 TENDON

17 TENDONS

17 TENDONS

Fe= 241.2 K

13S5.03

TYP

16S4.20

15S4.20

10S5.03

TYP9

S5.037

S5.03

15S4.20

16S4.20

10S5.03

TYP9

S5.037

S5.03

5" P/T SLAB

14S5.03

SIM

5" P/T SLAB

14S5.03

SIM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

A4

A7.5

B3

B7

1S4.10

1S4.11

1S4.12

1S4.13

A5

A4.1

B3.5

A1.75

S6.012

S6.022

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

10'-6"

28'-0"

6'-0"

B8.5

B7.5

A6.5

6¾" 6¾"6¾" 6¾" 6¾"8¾"8¾" 1"1"

5" CONC SLABON GRADE

5" CONC SLABON GRADE

6¼"

6¼"

4"4"

2"6¼

"

8¼"

8¼"

8¼"

8¼"

8¼"

1"5"

2"

5"1"

8¾"8¾"

S

P

F

F

F

FSIM FSIM

SIMF

T

FSIM

SIM

F

FSIM

FSIM

FF

F

TYPF

U

RRN N

M7x 60'-0"

x 60'-0"

M7

L

F JF F FFF

YF

RN

N

F

N

6¾" 2"3¾" 6¾"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 6¾"3¾"3¾"3¾"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"

AAAAAA A A A C

AAAAAAAAAAAA AA AA

NTYP

NTYPJ

NTYP

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"6¾"6¾"6¾" 2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

JNTYP

T

6¾"6¾" 6¾" 6¾" 1" 6¾"6¾"6¾"

M7x 60'-0"

x 60'-0"

M7

P

S

RR

NN

E

E

BB

C

BB

AAA

AAAA

A

AA

A

AA

A

AA

A

AA

AA

AAAA

6¼"

6¼"

2"

E

6¼"

1"

6¼"

6¼"

E 6¼"

6¼"

1"6¼

"5"

4"2"

4"

ESIM

ESIM

E

E

ESIM

U

TYPP

E

P

E

E

E

N

N

N

E E E E EE

L

R

J

E

E

N

Y

Y

6¾"6¾"6¾"6¾" 5"

B5C.J.

C.J.

4'-2"

4'-2"

POUR 1APOUR 2A

POUR 2BPOUR 1B

6¾"6¾"

E

E

6¼"

6¼"

4"2"

6¾" 5"

6¾"6¾"5" 5"

4"6¼

"6¼

"1"

8" P/T SLAB

8" P/T SLAB

PB-1A

PG-1C

PB-1E

PB-1F

PB-1E

PB-1A

PB-1A

PB-1A

PB-2A

PB-2A

PB-1A

PB-1A

PB-1A

PB-1E

PB-1F

PB-1E

PG-1C

SIM

SIM2'-0"

2'-0"

2'-0"

2'-0"

SIM

SIM

5"

EE

M4x 50'-0"

M4 x 35'-0"

8" P/T SLAB

M2 x 40'-0" M1 x 40'-0"M6 x 40'-0" M5 x 20'-0"

15'-0"

M5 x 40'-0"M1 x 40'-0"M1 x 40'-0" M3 x 20'-0"

15'-0"

M4 x 30'-0"M4x 20'-0"

SIME

5'-0"

FF M4x 50'-0"

M4 x 40'-0" M4 x 40'-0" MX4 x 30'-0"M4 x 20'-0"

M4 x 30'-0" M4 x 40'-0" M4 x 40'-0" M4 x 20'-0"30'-0"

30'-0"

JOINT, TYP

JOINT, TYP

A2

16.3

126'-0"

12'-2"

11'-4"

8'-9"

30'-9"

63'-0"

10'-6"

28'-0"

8'-6"

2'-10"

8'-9"

7'-4"

126'-0"

63'-0"

14'-9"

15'-9"

9'-6"

10'-10"

12'-2"

26'-0"

3'-8"

8'-6"

6'-6 1/2"

ELEVATOR SEPARATORBEAM: HSS10x4x3/8 TYPT.O.S.=T.O. CONC.


T.O.S.=T.O. CONC.

S.A.D.5'-0 3/8"

PY

10" P/T SLAB 8" P/T SLAB

Q

4"

M4M4

A2

N

M

L

K

J

H

G

F

E

D

C

B

A

JJ

HH

GG

FF

AA

BB

CC

DD

EE

MM

LL

KK

MARK REINFORCING LOC'N REMARKS

WHEN BAR LENGTHS ARE NOT SPECIFIED, SEE 10/S5.01 FOR CUTOFFS.2.

REMARKSLOC'NREINFORCINGMARK

NOTES:

ADDED BARS SHALL BE EQUALLY SPACED BETWEEN CONTINUOUS BARS.1.

#4 AT 18"o.c. BOT

BOTSEE 10/S5.01

USE COUPLERS WHERE INDICATED ON PLAN.3.

= TOP= TOP UPPER= TOP LOWER

= BOTTOM= BOTTOM UPPER= BOTTOM LOWER

TOPT.U.T.L.

BOTB.U.B.L.

= TOP & BOT= MID-DEPTH= STAGGER

T/BM.D.

S

LOC'NLEGEND:

#6 x AT 8"o.c.

DISTRIBUTE BETWEEN COLUMN HEAD STEEL4.

SCALE:

KPFF K0000

NONE 2S2.02

REBAR SCHEDULE

#4 AT 18"o.c. TOP

TOP

TOP#4 x AT 12"o.c.6'-0"

SEE 12 & 16/S5.017-#5 TOP

#6 x AT 12"o.c.6'-0"

#6 x AT 4"o.c.6'-0"

18'-0"

T.L.#4 x AT 16"o.c.6'-0"

10-#5 AT 6"o.c. BOT

BOT#5 AT 12"o.c.

#4 x AT 12"o.c.

W

S

T

U

V


T.L.#5 x 10'-0" AT 6"o.c. S=1'-0"

X

Y

Z

R

T/B3-#5 AT 4"o.c.EXTEND 4'-0"PAST OPNG

DIAGONALM.D.2-#4 x 4'-0" M9

M6

M8

M7

M5


M10

M11

M12

10-#6 AT 4"o.c. M.D.

M.D.

M.D.

M4 9-#6 AT 4"o.c. M.D.

M3 6-#6 AT 4"o.c. M.D.

M2 5-#6 AT 4"o.c. M.D.

M1SEE PLANFOR LENGTH

3-#6 AT 4"o.c. M.D.

M13

11-#6 AT 4"o.c.

4-#8 AT 4"o.c.

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

M14

M15

#4 x AT 12"o.c.6'-0"

S=2'-0"SEE 10/S5.01

GRID

2-#5 BOT

SEE 12 & 16/S5.019-#5 TOP2-#5 BOT

TYPICAL ATSHEAR WALL

T.L.

T.L.

T.L.

Q

P TOP#5 x AT 12"o.c.6'-0"GRID

T/B#5 x AT 12"o.c.

TOP6-#5 AT 12"o.c.EXTEND 10'-0"BEYOND WALL

T.U.#5 x 10'-0" AT 12"o.c.S=1'-0"AT SHEAR WALL

T/B#4 AT 12"o.c.

S=2'-0"SEE 10/S5.01

SEE 12 & 16/S5.01

NOTES:

FOR GENERAL NOTES REFER TO SHEETS S1.01 & S1.02FOR TYPICAL CONCRETE DETAILS REFER TO SHEET S3.01FOR MASONRY DETAILS REFER TO SHEET S4.20


FOR CURBS, PLANTER WALLS, SITE WALLS, LIGHT STANDARDS, ANDASSOCIATED EMBEDS, DOWELS, OR REINFORCING BAR REQUIREMENTSNOT SPECIFIED IN STRUCTURAL DRAWINGS, SEE ARCHITECTURAL ANDLANDSCAPE DRAWINGS.

SLAB THICKNESS SHOWN SHALL BE UNIFORM THROUGHOUT UNLESS NOTED


FOR AREA DRAIN LOCATIONS, S.A.D.

VERIFY ELEVATOR OPENINGS WITH ELEVATOR MANUFACTURERPRIOR TO CONSTRUCTION.

INDICATES CLOSURE STRIP, SEE 2/S5.01

FOR TYPICAL SLAB REINF LAYOUT, SEE 10/S5.01

FOR FLOOR DRAINS & OTHER TYPICAL SLAB OPENING DETAIL, SEE 2/S5.02

1.

2.

3.

4.

6.

7.

8.

9.

15.

13.

14.

OTHERWISE. SLOPE SOFFIT FORMS TO MATCH TOP OF CONCRETE.

FOR ABBREVIATIONS AND SYMBOLS REFER TO SHEET S0.01

FOR FLOOR FRAMING DETAILS REFER TO SHEETS S5.01 THRU S5.03

INDICATES REBAR TYPE, SEE SCHEDULEA

TOP OF P/T CONCRETE SLAB VARIES, S.A.D. FOR SLOPES5.

INDICATES CONSTRUCTION JOINT, SEE 3/S5.01` C.J. '10.

SUBMIT ALTERNATE CONSTRUCTION JOINT LOCATIONS TO11.ARCHITECT FOR REVIEW

INDICATES P/T CONCRETE BEAM, SEE SHEETS S5.03 THRU S5.0612. PB-1AINDICATES P/T CONCRETE GIRDER, SEE SHEETS S5.03 THRU S5.06PG-1A

INDICATES CORNER REINFORCING, SEE 3/S5.0216.

POST-TENSIONING:18.a. FOR GENERAL NOTES, SEE SHEETS S1.01 & S1.02b. FOR TYPICAL SECTIONS AND DETAILS, SEE SHEET S5.01c. TENDON PROFILES ARE MEASURED FROM SLAB SOFFIT TO C.G. OF TENDON.d. AND INDICATE DEAD END AND STRESSING END ANCHORAGES AT MID-DEPTH OF SLAB

FOR SIGN & LOCATION, S.A.D. FOR SIGNAGE EMBED PLATE, SEE 1/S5.0219.

INDICATES APPROXIMATE ZONES WHERE ZYPEX SHALL BE ADDED TOCONCRETE MIX AND A TRAFFIC COATING MEMBRANE SHALL BEAPPLIED, S.A.D. FOR ADDITIONAL INFORMATION

17.

FOR CMU CONTROL JOINTS, SEE 5/S4.2020.

REFERENCE NORTH

DATE SIGNED

ST R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

25 MAR 2016

3/23/2016 2:32:06 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



ADDENDUM 2

S2.02

STRUCTURALSECOND LEVEL

FLOOR FRAMINGPLAN

PY

03/25/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.02SECOND LEVEL FLOOR FRAMING PLAN 1

2/S2.02

Permit Set 11-19-15


Bid Set 02-26-16


BEAM PENETRATION,TYP. SEE 1/S5.03

BEAM PENETRATION,TYP. SEE 1/S5.03

A3

A3

A3

A3

A3

A3

A3

A3

FD

FD

FD

FD

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

13S5.03

12S5.03

12S5.03

6S4.14

TYP

6S4.14

TYP

7S5.03

TYP9S5.03

10S5.03

TYP8S5.03

8S5.03

7S5.03

TYP 9S5.03 10

S5.03TYP

Fe = 26.8 K

TEMP TENDON

TYPICAL

N.P.

5S5.03

5S5.03

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

11S5.03

14S5.03

14S5.03

13S5.03

4S5.02

10S5.02

10S5.02

5S5.02

TYP4S5.02

16S4.20

15S4.20

15S4.20

16S4.20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

S6.01

3

S6.02

3

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

10'-6"

28'-0"

B8.5

B7.5

A6.5

3¾" 2"3¾" 2½"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"

AAAAAA A A A B

AAAAAAAAAAAA AA AA

NTYP

NTYP

BB

M2 x 40'-0" M1 x 40'-0"

15'-0"

NTYP

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2½" 2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

KNTYP

B

BB

AAA

AAAA

A

AA

A

AA

A

AA

A

AA

AA

AAAA

M5 x 40'-0"M1 x 40'-0"M1 x 40'-0"

15'-0"

3¾" 2"3¾"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

AAA A A A B

AAAAAAAA AA AA BB

B

BB

AAAAAA

B5

TT

JTYP

N

BN

Y

B

JTYP

N

Q

N

N

N

2S7.10

1S7.10

3S7.10

C.J.

C.J.

POUR 2BPOUR 3B

POUR 3A

4'-2"

4'-2"

POUR 2A

POUR 2A POUR 2B

M4 x 20'-0"

M4 x 30'-0"

30'-0" M4 x 40'-0" M4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

M4 x 40'-0" M4 x 40'-0" MX4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

HSS6x4x1/

4

SIM

SIM 2'-0"

2'-0"

SIM

SIM

2'-0"

2'-0"

AAAAAAAAAAAA

1S7.10

2S7.10

O.H.TYP

O.H.TYP

HSS4x4x1/4OUTRIGGERTYP OF 7


HSS6x4x1/

4

K

S

S

Q

Y

BB SIM

SIM

3¾"3¾" 2½"1"

BB

SIM

SIM2½"1"

3¾"3¾"

PB-5A

PG-1B

PB-2B

PB-2C

PB-2A

PB-1A

PB-1A

PB-1A

PB-2A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-2A PB-2C

PB-2B

PB-5B

PG-1B

M4 x 20'-0"5'-0"

L

L

M4 x 30'-0"

5'-0"

M3 x 20'-0"

M6 x 40'-0" M5 x 20'-0"

M4 x 40'-0" M4 x 20'-0"

M4 x 20'-0"

30'-0"

JOINT, TYP

JOINT, TYP

O.H.

A2

126'-0"

10'-6"

28'-0"

8'-6"

2'-10"

12'-2"

50'-10"

63'-0"

23'-5"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"



T.O.S.=T.O. CONC.

S6.03

5

S6.03

8

2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"

SPLICESEE 4

S7.11

HSS6x4x1/

4

1'-0"

SPLICESEE 4

S7.11

HSS6x4x1/

4

ARCH FEATURESEE ARCH DWGA5.09

1'-0"

2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"

HSS6x4x1/

4HSS6x4x1/

4

ARCH FEATURESEE ARCH DWG A5.09

1'-0"

SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11

N

M

L

K

J

H

G

F

E

D

C

B

A

JJ

HH

GG

FF

AA

BB

CC

DD

EE

MM

LL

KK




NOTES:


#4 AT 18"o.c. BOT

BOTSEE 10/S5.01




TOPT.U.T.L.

BOTB.U.B.L.


T/BM.D.

S

LOC'NLEGEND:

#6 x AT 8"o.c.


SCALE:

KPFF K0000

NONE 2REBAR SCHEDULE

#4 AT 18"o.c. TOP

TOP

TOP#4 x AT 12"o.c.6'-0"

SEE 12 & 16/S5.017-#5 TOP

#6 x AT 12"o.c.6'-0"

#6 x AT 4"o.c.6'-0"

18'-0"

T.L.#4 x AT 16"o.c.6'-0"

10-#5 AT 6"o.c. BOT

BOT#5 AT 12"o.c.

#4 x AT 12"o.c.

W

S

T

U

V


T.L.#5 x 10'-0" AT 6"o.c. S=1'-0"

X

Y

Z

R



M6

M8

M7

M5


M10

M11

M12

10-#6 AT 4"o.c. M.D.

M.D.

M.D.

M4 9-#6 AT 4"o.c. M.D.

M3 6-#6 AT 4"o.c. M.D.

M2 5-#6 AT 4"o.c. M.D.


3-#6 AT 4"o.c. M.D.

M13

11-#6 AT 4"o.c.

4-#8 AT 4"o.c.

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

M14

M15

#4 x AT 12"o.c.6'-0"

S=2'-0"SEE 10/S5.01

GRID

2-#5 BOT

SEE 12 & 16/S5.019-#5 TOP2-#5 BOT


T.L.

T.L.

T.L.

Q


T/B#5 x AT 12"o.c.



T/B#4 AT 12"o.c.

S=2'-0"SEE 10/S5.01

SEE 12 & 16/S5.01

NOTES:











1.

2.

3.

4.

6.

7.

8.

9.

15.

13.

14.













17.


INDICATES SCREEN WALL ATTACHMENT, SEE 1/S7.11 FOR21.CONNECTION DETAIL

REFERENCE NORTH

DATE SIGNED

S

T R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

26 FEB 2016

3/2/2016 4:22:30 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



BID SET

S2.03

STRUCTURAL THIRDLEVEL FLOOR

FRAMING PLAN

PY

02/26/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.03THIRD LEVEL FLOOR FRAMING PLAN 1

2/S2.03

Permit Set 11-19-15


Bid Set 02-26-16

FD

FD

FD

FD

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

13S5.03

12S5.03

12S5.03

6S4.14

TYP

6S4.14

TYP

7S5.03

TYP9S5.03

10S5.03

TYP8S5.03

8S5.03

7S5.03

TYP 9S5.03 10

S5.03TYP

Fe = 26.8 K

TEMP TENDON

TYPICAL

N.P.

5S5.03

5S5.03

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

11S5.03

14S5.03

14S5.03

13S5.03

4S5.02

5S5.02

TYP4S5.02

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

16S4.20

15S4.20

15S4.20

16S4.20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

S6.01

4

S6.02

4

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

10'-6"

28'-0"

B8.5

B7.5

A6.5

B5

2S7.10

1S7.10

3S7.10

1S7.10

2S7.10

O.H.TYP

O.H.TYP

OUTRIGGERTYP OF 7

PB-5A

PG-1B

PB-2B

PB-2C

PB-2A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-2A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-2A

PB-2C

PB-2B

PG-1B

PB-5B

3¾" 2"3¾" 2½"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"

AAAAAA A A A B

AAAAAAAAAAAA AA AA

NTYP

NTYP

BB

M2 x 40'-0" M1 x 40'-0"

NTYP

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2½" 2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

KNTYP

B

BB

AAA

AAAA

A

AA

A

AA

A

AA

A

AA

AA

AAAA

M5 x 40'-0"M1 x 40'-0"M1 x 40'-0"

3¾" 2"3¾"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

AAA A A A B

AAAAAAAA AA AA BB

B

BB

AAAAAA

TT

JTYP

N

BN

Y

B

JTYP

N

Q

N

N

N

C.J.

C.J.

POUR 3APOUR 4A

POUR 4B

POUR 3B

POUR 3B POUR 3A

M4 x 20'-0"

M4 x 30'-0"

M4 x 40'-0" M4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

M4 x 40'-0" M4 x 40'-0" MX4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

SIM

SIM 2'-0"

2'-0"

SIM

SIM

2'-0"

2'-0"

AAAAAAAAAAAA

K

S

S

Q

Y

BB SIM

SIM

3¾"3¾" 2½"1"

BB

SIM

SIM2½"1"

3¾"3¾"

M4 x 20'-0"

L

L

M4 x 30'-0"

M3 x 20'-0"

M6 x 40'-0" M5 x 20'-0"

M4 x 40'-0" M4 x 20'-0"

M4 x 20'-0"

JOINT, TYP

JOINT, TYP

O.H.

4'-2"

4'-2"ELEVATOR SEPARATORBEAM: HSS10x4x3/8 TYPT.O.S.=T.O. CONC.

A2

126'-0"

10'-6"

28'-0"

8'-6"

2'-10"

12'-2"

50'-10"

63'-0"

23'-5"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"


T.O.S.=T.O. CONC.

S6.03

5

S6.03

8

TYP

TYP


SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11


1'-0"

2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


1'-0"

SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

SPLICE,SEE

SPLICE,SEE 4

S7.11

4S7.11

N

M

L

K

J

H

G

F

E

D

C

B

A

JJ

HH

GG

FF

AA

BB

CC

DD

EE

MM

LL

KK




NOTES:


#4 AT 18"o.c. BOT

BOTSEE 10/S5.01




TOPT.U.T.L.

BOTB.U.B.L.


T/BM.D.

S

LOC'NLEGEND:

#6 x AT 8"o.c.


SCALE:

KPFF K0000


#4 AT 18"o.c. TOP

TOP

TOP#4 x AT 12"o.c.6'-0"

SEE 12 & 16/S5.017-#5 TOP

#6 x AT 12"o.c.6'-0"

#6 x AT 4"o.c.6'-0"

18'-0"

T.L.#4 x AT 16"o.c.6'-0"

10-#5 AT 6"o.c. BOT

BOT#5 AT 12"o.c.

#4 x AT 12"o.c.

W

S

T

U

V


T.L.#5 x 10'-0" AT 6"o.c. S=1'-0"

X

Y

Z

R



M6

M8

M7

M5


M10

M11

M12

10-#6 AT 4"o.c. M.D.

M.D.

M.D.

M4 9-#6 AT 4"o.c. M.D.

M3 6-#6 AT 4"o.c. M.D.

M2 5-#6 AT 4"o.c. M.D.


3-#6 AT 4"o.c. M.D.

M13

11-#6 AT 4"o.c.

4-#8 AT 4"o.c.

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

M14

M15

#4 x AT 12"o.c.6'-0"

S=2'-0"SEE 10/S5.01

GRID

2-#5 BOT

SEE 12 & 16/S5.019-#5 TOP2-#5 BOT


T.L.

T.L.

T.L.

Q


T/B#5 x AT 12"o.c.



T/B#4 AT 12"o.c.

S=2'-0"SEE 10/S5.01

SEE 12 & 16/S5.01

NOTES:











1.

2.

3.

4.

6.

7.

8.

9.

15.

13.

14.













17.



REFERENCE NORTH

DATE SIGNED

S

T R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

26 FEB 2016

3/2/2016 4:22:32 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



BID SET

S2.04

STRUCTURALFOURTH LEVEL

FLOOR FRAMINGPLAN

PY

02/26/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.04FOURTH LEVEL FLOOR FRAMING PLAN 1

2/S2.04

Permit Set 11-19-15


Bid Set 02-26-16

FD

FD

FD

FD

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

13S5.03

12S5.03

12S5.03

6S4.14

TYP

6S4.14

TYP

7S5.03

TYP9S5.03

10S5.03

TYP8S5.03

8S5.03

7S5.03

TYP 9S5.03 10

S5.03TYP

Fe = 26.8 K

TEMP TENDON

TYPICAL

N.P.

5S5.03

5S5.03

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

11S5.03

14S5.03

14S5.03

13S5.03

4S5.02

5S5.02

TYP4S5.02

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

16S4.20

15S4.20

15S4.20

16S4.20

10S5.02

10S5.02

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

S6.01

5

S6.02

5

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

10'-6"

28'-0"

B8.5

B7.5

A6.5

B5

2S7.10

1S7.10

3S7.10

HSS4x4x1/4OUTRIGGERTYP OF 7P

B-5A

PG-1B

PB-2B

PB-2C

PB-2A

PB-1A

PB-1A

PB-1A

PB-2A

PB-1A

PB-1A

PB-1A

PB-2A

PB-2C

PB-2B

PB-5B

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PG-1B

1S7.10

2S7.10

O.H.TYP

O.H.TYP

POUR 4BPOUR 5B

POUR 5A

POUR 4A

POUR 4A POUR 4B

JOINT, TYP

JOINT, TYP

O.H.

3¾" 2"3¾" 2½"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"

AAAAAA A A A B

AAAAAAAAAAAA AA AA

NTYP

NTYP

BB

M2 x 40'-0" M1 x 40'-0"

NTYP

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2½" 2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

KNTYP

B

BB

AAA

AAAA

A

AA

A

AA

A

AA

A

AA

AA

AAAA

M5 x 40'-0"M1 x 40'-0"M1 x 40'-0"

3¾" 2"3¾"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

AAA A A A B

AAAAAAAA AA AA BB

B

BB

AAAAAA

TT

JTYP

N

BN

Y

B

JTYP

N

Q

N

N

N

C.J.

C.J.

M4 x 20'-0"

M4 x 30'-0"

M4 x 40'-0" M4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

M4 x 40'-0" M4 x 40'-0" MX4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

SIM

SIM 2'-0"

2'-0"

SIM

SIM

2'-0"

2'-0"

AAAAAAAAAAAA

K

S

S

Q

Y

BB SIM

SIM

3¾"3¾" 2½"1"

BB

SIM

SIM2½"1"

3¾"3¾"

M4 x 20'-0"

L

L

M4 x 30'-0"

M3 x 20'-0"

M6 x 40'-0" M5 x 20'-0"

M4 x 40'-0" M4 x 20'-0"

M4 x 20'-0"

A2

126'-0"

8'-6"

2'-10"

12'-2"

50'-10"

63'-0"

23'-5"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"



T.O.S.=T.O. CONC.

SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11


1'-0"

2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


1'-0"

SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

SPLICE,SEE

SPLICE,SEE 4

S7.11

4S7.11

N

M

L

K

J

H

G

F

E

D

C

B

A

JJ

HH

GG

FF

AA

BB

CC

DD

EE

MM

LL

KK




NOTES:


#4 AT 18"o.c. BOT

BOTSEE 10/S5.01




TOPT.U.T.L.

BOTB.U.B.L.


T/BM.D.

S

LOC'NLEGEND:

#6 x AT 8"o.c.


SCALE:

KPFF K0000


#4 AT 18"o.c. TOP

TOP

TOP#4 x AT 12"o.c.6'-0"

SEE 12 & 16/S5.017-#5 TOP

#6 x AT 12"o.c.6'-0"

#6 x AT 4"o.c.6'-0"

18'-0"

T.L.#4 x AT 16"o.c.6'-0"

10-#5 AT 6"o.c. BOT

BOT#5 AT 12"o.c.

#4 x AT 12"o.c.

W

S

T

U

V


T.L.#5 x 10'-0" AT 6"o.c. S=1'-0"

X

Y

Z

R



M6

M8

M7

M5


M10

M11

M12

10-#6 AT 4"o.c. M.D.

M.D.

M.D.

M4 9-#6 AT 4"o.c. M.D.

M3 6-#6 AT 4"o.c. M.D.

M2 5-#6 AT 4"o.c. M.D.


3-#6 AT 4"o.c. M.D.

M13

11-#6 AT 4"o.c.

4-#8 AT 4"o.c.

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

M14

M15

#4 x AT 12"o.c.6'-0"

S=2'-0"SEE 10/S5.01

GRID

2-#5 BOT

SEE 12 & 16/S5.019-#5 TOP2-#5 BOT


T.L.

T.L.

T.L.

Q


T/B#5 x AT 12"o.c.



T/B#4 AT 12"o.c.

S=2'-0"SEE 10/S5.01

SEE 12 & 16/S5.01

NOTES:











1.

2.

3.

4.

6.

7.

8.

9.

15.

13.

14.













17.



REFERENCE NORTH

DATE SIGNED

S

T R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

26 FEB 2016

3/2/2016 4:22:34 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



BID SET

S2.05

STRUCTURAL FIFTHLEVEL FLOOR

FRAMING PLAN

PY

02/26/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.05FIFTH LEVEL FLOOR FRAMING PLAN 1

2/S2.05

Permit Set 11-19-15


Bid Set 02-26-16

FD

FD

FD

FD

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

13S5.03

12S5.03

12S5.03

6S4.14

TYP

6S4.14

TYP

7S5.03

TYP9S5.03

10S5.03

TYP8S5.03

8S5.03

7S5.03

TYP 9S5.03 10

S5.03TYP

Fe = 26.8 K

TEMP TENDON

TYPICAL

N.P.

5S5.03

5S5.03

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

11S5.03

14S5.03

14S5.03

13S5.03

4S5.02

5S5.02

TYP4S5.02

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

16S4.20

15S4.20

15S4.20

16S4.20

8S5.02

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

S6.01

6

S6.02

6

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

10'-6"

28'-0"

B8.5

B7.5

A6.5

B5

2S7.10

1S7.10

3S7.10

OUTRIGGERTYP OF 7

PB-5A

PG-1B

PB-2B

PB-2C

PB-2A

PB-1A

PB-1A

PB-1A

PB-2A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PG-1B

PB-2A

PB-2C

PB-2B

PB-5B

1S7.10

2S7.10

O.H.TYP

O.H.TYP

3¾" 2"3¾" 2½"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"

AAAAAA A A A B

AAAAAAAAAAAA AA AA

NTYP

NTYP

BB

M2 x 40'-0" M1 x 40'-0"

NTYP

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2½" 2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

KNTYP

B

BB

AAA

AAAA

A

AA

A

AA

A

AA

A

AA

AA

AAAA

M5 x 40'-0"M1 x 40'-0"M1 x 40'-0"

3¾" 2"3¾"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

AAA A A A B

AAAAAAAA AA AA BB

B

BB

AAAAAA

TT

JTYP

N

BN

Y

B

JTYP

N

Q

N

N

N

C.J.

C.J.

POUR 5APOUR 6A

POUR 6B

POUR 5B

POUR 5B POUR 5A

M4 x 20'-0"

M4 x 30'-0"

M4 x 40'-0" M4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

M4 x 40'-0" M4 x 40'-0" MX4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

SIM

SIM 2'-0"

2'-0"

SIM

SIM

2'-0"

2'-0"

AAAAAAAAAAAA

K

S

S

Q

Y

BB SIM

SIM

3¾"3¾" 2½"1"

BB

SIM

SIM2½"1"

3¾"3¾"

M4 x 20'-0"

L

L

M4 x 30'-0"

M3 x 20'-0"

M6 x 40'-0" M5 x 20'-0"

M4 x 40'-0" M4 x 20'-0"

M4 x 20'-0"

JOINT, TYP

JOINT, TYP

O.H.

A2

126'-0"

8'-6"

2'-10"

12'-2"

50'-10"

63'-0"

23'-5"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"



T.O.S.=T.O. CONC.


SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11


1'-0"

2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4


2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


1'-0"

SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

TRENCH DRAIN,SEE 5

A7.01

N

M

L

K

J

H

G

F

E

D

C

B

A

JJ

HH

GG

FF

AA

BB

CC

DD

EE

MM

LL

KK




NOTES:


#4 AT 18"o.c. BOT

BOTSEE 10/S5.01




TOPT.U.T.L.

BOTB.U.B.L.


T/BM.D.

S

LOC'NLEGEND:

#6 x AT 8"o.c.


SCALE:

KPFF K0000


#4 AT 18"o.c. TOP

TOP

TOP#4 x AT 12"o.c.6'-0"

SEE 12 & 16/S5.017-#5 TOP

#6 x AT 12"o.c.6'-0"

#6 x AT 4"o.c.6'-0"

18'-0"

T.L.#4 x AT 16"o.c.6'-0"

10-#5 AT 6"o.c. BOT

BOT#5 AT 12"o.c.

#4 x AT 12"o.c.

W

S

T

U

V


T.L.#5 x 10'-0" AT 6"o.c. S=1'-0"

X

Y

Z

R



M6

M8

M7

M5


M10

M11

M12

10-#6 AT 4"o.c. M.D.

M.D.

M.D.

M4 9-#6 AT 4"o.c. M.D.

M3 6-#6 AT 4"o.c. M.D.

M2 5-#6 AT 4"o.c. M.D.


3-#6 AT 4"o.c. M.D.

M13

11-#6 AT 4"o.c.

4-#8 AT 4"o.c.

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

M14

M15

#4 x AT 12"o.c.6'-0"

S=2'-0"SEE 10/S5.01

GRID

2-#5 BOT

SEE 12 & 16/S5.019-#5 TOP2-#5 BOT


T.L.

T.L.

T.L.

Q


T/B#5 x AT 12"o.c.



T/B#4 AT 12"o.c.

S=2'-0"SEE 10/S5.01

SEE 12 & 16/S5.01

NOTES:











1.

2.

3.

4.

6.

7.

8.

9.

15.

13.

14.













17.



REFERENCE NORTH

DATE SIGNED

S

T R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

26 FEB 2016

3/2/2016 4:22:36 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



BID SET

S2.06

STRUCTURAL SIXTHLEVEL FLOOR

FRAMING PLAN

PY

02/26/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.06SIXTH LEVEL FLOOR FRAMING PLAN 1

2/S2.06

Permit Set 11-19-15


Bid Set 02-26-16

FD

FD

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

12S5.03

12S5.03

6S4.14

TYP

6S4.14

TYP

7S5.03

TYP9S5.03

10S5.03

TYP8S5.03

8S5.03

7S5.03

TYP 9S5.03 10

S5.03TYP

Fe = 26.8 K

TEMP TENDON

TYPICAL

N.P.

5S5.03

5S5.03

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

11S5.03

14S5.03

14S5.03

13S5.03

4S5.02

10S5.02

10S5.02

5S5.02

TYP4S5.02

13S5.03

Fe = 9.0 K/FT

19S5.03

13S5.03

TYP

18S5.03

SIM

RAMP UPS.A.D.

RAMP UPS.A.D.

RAMP DNS.A.D.

RAMP DNS.A.D.

16S4.20

15S4.20

15S4.20

16S4.20

20S5.03

8S5.02

17S1.03

TYP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

S6.01

7

S6.02

7

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

B8.5

B7.5

A6.5

B5

1S7.01

2S7.10

1S7.10

3S7.10

1S7.10

2S7.10

O.H.TYP

O.H.TYP

PB-5A

PG-1B

PB-2B

PB-2C

PB-2A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A

PB-2A

PB-1A

PB-1A

PB-1D

PB-1A

PB-1A

PB-1D

PB-2A

PB-2C

PB-2B

PG-1B PB-5B

3¾" 2"3¾" 2½"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"

AAAAAA A A A B

AAAAAAAAAAAA AA AA

NTYP

BB

M1 x 40'-0"

NTYP

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2½" 2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

KNTYP

B

BB

AAA

AAAA

A

AA

A

AA

A

AA

A

AA

AA

AAAA

M5 x 40'-0"M1 x 40'-0"M1 x 40'-0"

3¾" 2"3¾"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

AAA A A A B

AAAAAAAA AA AA BB

B

BB

AAAAAA

T

JTYP

N

BN

Y

B

JTYP

N

Q

N

N

N

C.J.

C.J.

POUR 6BPOUR 7B

POUR 7A

POUR 6A

POUR 6A POUR 6B

M4 x 20'-0"

M4 x 30'-0"

M4 x 40'-0" M4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

M4 x 40'-0" M4 x 40'-0" MX4 x 30'-0"M4 x 30'-0" M4 x 40'-0"

SIM

SIM 2'-0"

2'-0"

SIM

SIM

2'-0"

2'-0"

AAAAAAAAAAAA

K

S

S

Q

Y

BB SIM

SIM

3¾"3¾" 2½"1"

BB

SIM

SIM2½"1"

3¾"3¾"

M4 x 20'-0"

L

L

M4 x 30'-0"

M3 x 20'-0"

M6 x 40'-0"

M4 x 40'-0" M4 x 20'-0"

M4 x 20'-0"

NTYP

BB SIM

B SIM

BB

B

NTYP

4'-2"

4'-2"

15'-0"

15'-0"

T

3¾" 2"3¾" 2½"1"2" 3¾" 3¾"3¾"3¾"1"

JOINT, TYP

JOINT, TYP

A2

126'-0"

10'-6"

28'-0"

8'-6"

2'-10"

12'-2"

50'-10"

63'-0"

23'-5"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"



T.O.S.=T.O. CONC.

HSS6x6x1/2

HSS6x6x1/2

HSS6x6x1/2

JOINT, TYP

O.H.

3S7.01

4S7.01

5S7.01

6S7.01


SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11


1'-0"

2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


1'-0"

SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

TRENCH DRAIN,SEE 5

A7.01

SPLICE,SEE

SPLICE,SEE

4S7.11

4S7.11

N

M

L

K

J

H

G

F

E

D

C

B

A

JJ

HH

GG

FF

AA

BB

CC

DD

EE

MM

LL

KK




NOTES:


#4 AT 18"o.c. BOT

BOTSEE 10/S5.01




TOPT.U.T.L.

BOTB.U.B.L.


T/BM.D.

S

LOC'NLEGEND:

#6 x AT 8"o.c.


SCALE:

KPFF K0000


#4 AT 18"o.c. TOP

TOP

TOP#4 x AT 12"o.c.6'-0"

SEE 12 & 16/S5.017-#5 TOP

#6 x AT 12"o.c.6'-0"

#6 x AT 4"o.c.6'-0"

18'-0"

T.L.#4 x AT 16"o.c.6'-0"

10-#5 AT 6"o.c. BOT

BOT#5 AT 12"o.c.

#4 x AT 12"o.c.

W

S

T

U

V


T.L.#5 x 10'-0" AT 6"o.c. S=1'-0"

X

Y

Z

R



M6

M8

M7

M5


M10

M11

M12

10-#6 AT 4"o.c. M.D.

M.D.

M.D.

M4 9-#6 AT 4"o.c. M.D.

M3 6-#6 AT 4"o.c. M.D.

M2 5-#6 AT 4"o.c. M.D.


3-#6 AT 4"o.c. M.D.

M13

11-#6 AT 4"o.c.

4-#8 AT 4"o.c.

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

M14

M15

#4 x AT 12"o.c.6'-0"

S=2'-0"SEE 10/S5.01

GRID

2-#5 BOT

SEE 12 & 16/S5.019-#5 TOP2-#5 BOT


T.L.

T.L.

T.L.

Q


T/B#5 x AT 12"o.c.



T/B#4 AT 12"o.c.

S=2'-0"SEE 10/S5.01

SEE 12 & 16/S5.01

NOTES:











1.

2.

3.

4.

6.

7.

8.

9.

15.

13.

14.













17.



REFERENCE NORTH

DATE SIGNED

S

T R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

26 FEB 2016

3/2/2016 4:22:38 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



BID SET

S2.07

STRUCTURALSEVENTH LEVELFLOOR FRAMING

PLAN

PY

02/26/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.07SEVENTH LEVEL FLOOR FRAMING PLAN 1

2/S2.07

Permit Set 11-19-15


Bid Set 02-26-16

FDFD

RAMP DNS.A.D.

RAMP DNS.A.D.

12S5.03

10S4.14

TYP

10S4.14

TYP

8S5.03

8S5.03

7S5.03

TYP 9S5.03

5S5.03

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

Fe = 9.0 K/FT

14S5.03

14S5.03

5S5.02

TYP4S5.02

Fe = 26.8 K

TEMP TENDON

TYPICAL

N.P.

Fe = 9.0 K/FT

19S7.03

TYP 2S4.15

2AS4.15

18S7.03

19S7.02

SIM

RAMP DNS.A.D.

RAMP DNS.A.D.

17S5.03

16S4.20

15S4.20

15S4.20

16S4.20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

S6.01

8

S6.02

8

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

B8.5

B7.5

A6.5

B5

1S7.01

2S7.01

2S7.10

1S7.10

3S7.10

HSS8x8x3/

8HSS8x8x3/

8

OUTRIGGERTYP OF 7

1S7.10

2S7.10

O.H.TYP

O.H.TYP

PG-1J

PB-2B

PB-2C

PB-2A

PB-1A

PB-1A

PB-1A

PB-1A

PB-1A PB-1G

PB-1H

PB-3A

PG-1J

3¾"3¾"2½" 2" 3¾"3¾" 1"1" 3¾"3¾" 1"

B

BB

AAA

AAAA

M1 x 40'-0"

3¾" 2"3¾"3¾"3¾" 3¾"3¾" 1"1"1"1" 3¾" 3¾"3¾"3¾"3¾"3¾" 1"

3¾"3¾" 1"3¾"3¾" 1"3¾"3¾"2" 3¾"3¾" 1"1" 3¾"3¾" 1" 3¾"3¾" 1"

AAA A A A B

AAAAAAAA AA AA BB

B

BB

AAAAAA

T

JTYP

N

BN

Y

B

JTYP

N

Q

N

N

N

POUR 7A

M4 x 20'-0"

M4 x 30'-0"

M4 x 40'-0" M4 x 30'-0"M4 x 30'-0"

M4 x 30'-0" M4 x 40'-0"

AAAAAAAAAAAA

Q

Y

BB SIM

SIM

3¾"3¾" 2½"1"

BB

SIM

SIM2½"1"

3¾"3¾"

M4 x 20'-0"

L

L

M4 x 30'-0"

M1 x 20'-0"

B

BB

POUR 7B

JOINT, TYP

A2

126'-0"

10'-6"

28'-0"

8'-6"

2'-10"

12'-2"

50'-10"

63'-0"

23'-5"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"



T.O.S.=T.O. CONC.

18"x18"x3'-9"CONC PEDESTALALIGN w/OUTSIDE FACEOF CRASHBARRIER

22" WIDE UPTURNEDBEAM, SEE ELEVATION

5 EQUAL SPACES AT 12.6'o.c. = 63'-0"

5 EQUAL SPACES AT 12.6'o.c. = 63'

HSS4x4x3/8

11 TOTAL

HSS4x4x3/8

11 TOTAL

63'-0"

5 EQUAL SPACES AT 12.6'o.c. = 63'

HSS6x6x1/2SEE17S7.03

HSS6x6x1/2

3S7.01

4S7.01

ALONG GRIDLINE 17

ALONG GRIDLINE 1

12"x12"x3'-9"CONC

PEDESTAL

5S7.01

6S7.01


SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11


1'-0"

2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


2'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

2'-0"


1'-0"

SPLICESEE 4

S7.11

1'-0"

SPLICESEE 4

S7.11

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

HSS6x4x1/

4HSS6x4x1/

4HSS6x4x1/

4

A2

N

M

L

K

J

H

G

F

E

D

C

B

A

JJ

HH

GG

FF

AA

BB

CC

DD

EE

MM

LL

KK




NOTES:


#4 AT 18"o.c. BOT

BOTSEE 10/S5.01




TOPT.U.T.L.

BOTB.U.B.L.


T/BM.D.

S

LOC'NLEGEND:

#6 x AT 8"o.c.


SCALE:

KPFF K0000


#4 AT 18"o.c. TOP

TOP

TOP#4 x AT 12"o.c.6'-0"

SEE 12 & 16/S5.017-#5 TOP

#6 x AT 12"o.c.6'-0"

#6 x AT 4"o.c.6'-0"

18'-0"

T.L.#4 x AT 16"o.c.6'-0"

10-#5 AT 6"o.c. BOT

BOT#5 AT 12"o.c.

#4 x AT 12"o.c.

W

S

T

U

V


T.L.#5 x 10'-0" AT 6"o.c. S=1'-0"

X

Y

Z

R



M6

M8

M7

M5


M10

M11

M12

10-#6 AT 4"o.c. M.D.

M.D.

M.D.

M4 9-#6 AT 4"o.c. M.D.

M3 6-#6 AT 4"o.c. M.D.

M2 5-#6 AT 4"o.c. M.D.


3-#6 AT 4"o.c. M.D.

M13

11-#6 AT 4"o.c.

4-#8 AT 4"o.c.

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

SEE PLANFOR LENGTH

M14

M15

#4 x AT 12"o.c.6'-0"

S=2'-0"SEE 10/S5.01

GRID

2-#5 BOT

SEE 12 & 16/S5.019-#5 TOP2-#5 BOT


T.L.

T.L.

T.L.

Q


T/B#5 x AT 12"o.c.



T/B#4 AT 12"o.c.

S=2'-0"SEE 10/S5.01

SEE 12 & 16/S5.01

NOTES:











1.

2.

3.

4.

6.

7.

8.

9.

15.

13.

14.













17.



REFERENCE NORTH

DATE SIGNED

ST R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

25 MAR 2016

3/23/2016 4:12:05 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



ADDENDUM 2

S2.08

STRUCTURALEIGHTH LEVEL/ROOF

FRAMING PLAN

PY

03/25/2016

114156.00

GW

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.08EIGHTH LEVEL/ROOF FRAMING PLAN 1

2/S2.08

Permit Set 11-19-15


Bid Set 02-26-16


18S5.03

SIM

A2

ROOF PLANTER S.A.D.

A2

7S7.03

7S7.03

7S7.03

5S7.03

4S7.03

11S7.03

12S7.03

14S7.03

14S7.03

11S7.03

12S7.03

9S7.03

7S7.03

TYP

5S7.03

4S7.03

9S7.03

7S7.03

7S7.03

7S7.03

5S7.03

4S7.03

11S7.03

12S7.03

14S7.03

14S7.03

11S7.03

12S7.03

9S7.03

7S7.03

TYP

5S7.03

4S7.03

9S7.03

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

B8.5

B7.5

A6.5

D-1 D-1

W10x33

W6x20

W6x20

W6x20

W10x33

W6x20

W6x20

W6x20

W6x20

W6x20

W6x20

W6x20

W6x20

W10x33

W6x20

W6x20

B5

1S7.01

2S7.01

2S7.01

SIM

5 EQAUL SPACES, TYP

5 EQUAL SPACES, TYP

2S7.10

1S7.10

3S7.10

10'-6"

28'-0"

A2

126'-0"

10'-6"

28'-0"

8'-6"

2'-10"

12'-2"

50'-10"

63'-0"

23'-5"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"

W6x20

W10x33

WT6x20 HORIZONTALBRACING BOT CHORDOF TRUSSSEE FOR ELEVATION

SEE FOR CONN

5S7.01

PHOTOVOLTAICPANELS, S.A.D.

HORIZONTAL BRACINGFOR CONN, SEE 13

S7.02LATERAL BRACE

TYP, SEE COLUMNELEVATION FOR

EMBED LOCATION

LATERAL BRACETYP, SEE COLUMNELEVATION FOR EMBEDLOCATION 2-600S200-54 BOXED

LATERAL BRACSEE COLUMN

ELEVATION FOR EMBEDLOCATION

LATERAL BRACETYP, SEE COLUMN


2-600S200-54 BOXED

400S162-43 AT24"o.c., TYP

S7.03

8

S7.03

8

S7.03

10

S7.03

6

S7.03

8

400S162-43 AT24"o.c., TYP

S7.03

13

S7.03

8

S7.03

6

S7.03

10S7.03

8

S7.03

13SIM

HSS6x4x1/4HSS6x4x1/4

HSS6x4x1/4

LEDGER ANGLE6x4x1/4 LLV

HSS6x4x1/4

HSS6x4x1/4HSS6x4x1/4

LEDGER ANGLE6x4x1/4 LLV

D-1

D-1

3S7.01

4S7.01

T-1

T-1

T-1A

T-1A

T-1C

T-1

T-1A

T-1A

T-1A

T-1

T-1

T-1

T-1

T-2

T-1B

T-4T-4

T-1B

T-2

T-1

T-1

T-1

T-1

T-1A

T-1A

T-1A

T-3

T-3

T-3 T-

1A

T-1A

T-1C

HORIZONTAL BRACING FOR CONN, SEE 13

S7.02

5S7.01

6S7.01

TYP

T-4A

S.A.D.

31'-3 21/128"

S.A.D.

15'-10"

HSS4x4x1/4 HSS4x4x1/4

HSS4x4x1/4

T-4A

HSS4x4x1/4

14'-2"

2 BA

YS

W8x31W

8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31W

8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31W

8x31

W8x31 W8x31

W8x31 W

8x31

W8x31

W8x31

W8x31W

8x31

W8x31 W

8x31

W8x31W

8x31

W8x31 W

8x31

W8x31

W8x31

W8x31 W8x31

WT6x20 WT6x20 WT6x20

WT6x20WT6x20WT6x20

WT6x20 WT6x20WT6x20


3 BAYS

4 BAYS

3 BAYS

3 BAYS

4 BAYS

3 BAYS

WT6x20

WT6x20

WT6x20

WT6x20

WT6x20 WT6x20

WT6x20 WT6x20

WT6x20 WT6x20


WT6x20

WT6x20

WT6x20


S7.02

13S7.02


SEE FOR CONN

5S7.01

13S7.02

WT6x20 HORIZONTALBRACING BOT CHORD OF TRUSSw/ SINGLE DIAGONAL WT4x10.5BRACE AT EA BAYSEE FOR ELEVATION, SIM

5S7.01


SEE FOR CONN

5S7.01

13S7.02


SEE FOR CONN

5S7.01

13S7.02

WT6x20 WT6x20




W8x31 W8x31 W8x31 W8x31 W8x31 W8x31W8x31W8x31W8x31W8x31W8x31W8x31

W8x31 W8x31 W8x31 W8x31 W8x31 W8x31W8x31W8x31W8x31W8x31

W8x31 W8x31W8x31W8x31W8x31W8x31W8x31W8x31

A2A2

TOP OF STEEL EL. = VARIES, S.A.D.

2.

1.

3.


NOTES:

FOR GENERAL NOTES, REFER TO SHEETS S1.01 AND S1.02FOR TYPICAL TRUSS ELEVATIONS AND DETAILS, REFER TO SHEET S7.01 & S7.02FOR METAL DECK DETAILS, REFER TO SHEET S7.03

FOR TYPICAL SCREEN WALL DETAILS, REFER TO SHEET S7.114.

REFERENCE NORTH

DATE SIGNED

ST R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

25 MAR 2016

3/23/2016 4:12:08 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



ADDENDUM 2

S2.09

STRUCTURALCANOPY LEVEL &

BOT CHORDFRAMING PLAN

Author

03/25/2016

114156.00

Checker

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.09CANOPY LEVEL FRAMING PLAN 1

Permit Set 11-19-15


Bid Set 02-26-16


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16

16 17

A A

B B

C C

B8

A1.95

B7

1S4.10

1S4.11

1S4.12

1S4.13

A4.1

B3.5

A1.75

B8.5

B7.5

A6.5

B5

1S7.01

2S7.01

A2

3S7.01

4S7.01

5S7.01

6S7.01

256'-8"

15'-0" 15'-0" 15'-0" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 15'-0" 15'-0" 15'-0"

126'-0"

12'-2"

50'-10"

63'-0"

126'-0"

63'-0"

9'-6"

10'-10"

12'-2"

26'-0"

8'-6"

10'-6"

28'-0"

T-4A

T-1

T-1

T-1

T-1B

T-2

T-4

T-1A

T-1C

T-1A

T-3

T-3

T-3

T-1A

T-1

T-1A

T-1A

T-1A

T-1

T-1

T-1

T-1A

T-1A

T-1C

T-4

T-1A

T-1A

T-1

T-1

T-1

T-1

T-2

T-1B

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31W

8x31

W8x31W

8x31

W8x31 W

8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31W8x31

W8x31

W8x31

W8x31

W8x31W

8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31

W8x31W8x31

W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31


SEE FOR CONN

5S7.01


S7.02LATERAL BRACE

TYP, SEE COLUMNELEVATION FOR

EMBED LOCATION

LATERAL BRACETYP, SEE COLUMNELEVATION FOR EMBEDLOCATION

LATERAL BRACSEE COLUMN


LATERAL BRACETYP, SEE COLUMN


HORIZONTAL BRACING FOR CONN, SEE 13

S7.02


S7.02

13S7.02


SEE FOR CONN

5S7.01

13S7.02

WT6x20 HORIZONTALBRACING BOT CHORD OF TRUSSw/ SINGLE DIAGONAL WT4x10.5BRACE AT EA BAYSEE FOR ELEVATION, SIM

5S7.01


SEE FOR CONN

5S7.01

13S7.02


SEE FOR CONN

5S7.01

13S7.02

T-4A

W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31

W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31




WT6x20 WT6x20WT6x20 WT6x20 WT6x20




WT6x20WT6x20

WT6x20WT6x20

WT6x20WT6x20WT6x20WT6x20

WT6x20WT6x20

WT6x20WT6x20

WT6x20WT6x20WT6x20 WT6x20

TOP OF STEEL EL. = 255.43'

2.

1.

3.


NOTES:

FOR GENERAL NOTES, REFER TO SHEETS S1.01 AND S1.02FOR TYPICAL TRUSS ELEVATIONS AND DETAILS, REFER TO SHEET S7.01 & S7.02FOR METAL DECK DETAILS, REFER TO SHEET S7.03

FOR TYPICAL SCREEN WALL DETAILS, REFER TO SHEET S7.114.

' T-1 ' INDICATES STEEL TRUSS, SEE SHEET S7.01 FOR TRUSS ELEVATIONS5.

REFERENCE NORTH

DATE SIGNED

ST R U C T U R A

L

BL

AK

EW. DILSW

OR

TH

No. 3929RE

GIS

TERED

PROFESSIONAL

ENG

INE

ER

AI

NROFILACFOETAT

S

Oakland

Irvine

Los Angeles



Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

25 MAR 2016

3/23/2016 4:12:10 PM

D:\114156-00-STRUCT-R2016.rvt

As indicated



ADDENDUM 2

S2.10

STRUCTURAL PVTRUSS TOP CHORD

FRAMING PLAN

Author

03/25/2016

114156.00

Checker

SCALE:

KPFF K0000

3/32" = 1'-0"

S2.10PV TRUSS TOP CHORD PLAN 1

Permit Set 11-19-15


Bid Set 02-26-16


Documents

2025 Center Street 2025 CENTER STREET PARKING …...BLOCKING GLU-LAM SECTION TRUSS JOIST SAND ROCK EARTH DATE SIGNED S T RUCTU R A L B L A K E W. DILS W O R T H R No. 3929 E G I S