20200803 LBNL SSM-THUP B B48 50pPD Drawings.pdf

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Preliminary Design - 50% 10121250

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HDR Architecture 201 California St

San Francisco, CA 94111

GHD

Civil Enginner | Landscape Architect

655 Montgomery Street, Suite 1010 San Francisco, CA 95111 t 415.283.4970

Smith, Fause & McDonald Inc

IT/ AV/ Acoustics Consultants

Rutherford + Chekene

Structural Engineer

The Marshall Associates

Food Service Consultant

UNIVERSITY OF

CALIFORNIA

LAWRENCE

BERKELEY

NATIONAL

LABORATORY

1 CYCLOTRON ROAD

BERKELEY, CALFORNIA 94720

Building 54 1 Cyclotron Rd

Berkeley, CA 94720

351 8th Street San Franscisco, CA 94103 t 415.255.9140 f 415.255.9180

375 Beale Street, Suite 310 San Francisco, CA 94105 t 415.568.4400 f 415.618.0684

1929 Parkmont Drive Alamo, CA 94507 t 415.677.1200

P re li m in a ry

D e s ig n

/0

3/

08/03/2020

VICINITY MAP PROJECT INFORMATION

SHEET INDEX - BUILDING 48

Sheet Number Sheet Name Sheet Issue Date

01-GENERAL

G-048 COVER 08/03/2020

07-STRUCTURAL

S-700 STRUCTURAL GENERAL & NOTES 08/03/2020

S-701 FOUNDATION & 1ST FLOOR PLAN AND DETAILS 08/03/2020

S-702 2ND FLOOR PLAN AND DETAILS 08/03/2020

S-703 ROOF PLAN AND DETAILS 08/03/2020

08-ARCHITECTURAL

A-701 BLDG. 48 SEISMIC UPGRADE ARCHITECTURAL

DETAILS

08/03/2020

LBNL SSM B - BUILDING

48 SEISMIC UPGRADE

SCOPE OF WORK:

Building 48, circa 1980, is used as residential quarters for the adjacent Fire Station Building. The two story structure is composed of a wood 2x joist and glu-laminated beam roof and floor framing system that is supported on perimeter reinforced CMU walls, interior wood framed bearing walls, and steel columns. A one-story addition composed of concrete fill over metal deck supported by structural steel beams and columns extended the building to the north and west in 1992.

Square footage is approximately 6,500. A partial seismic upgrade, consisting of installing new wall to floor anchors at the second level, was completed in 2005.

An ASCE 41-13 seismic evaluation of B48 Firehouse building has been performed in accordance with the University of California Seismic Safety Policy for existing buildings. The building is designated as an essential facility, or Risk Category IV per the 2016 California Building Code (CBC). The evaluation identifies the seismic deficiencies that must be mitigated to achieve the Expected Seismic Performance Level II in accordance with the UC Seismic Safety Policy, Appendix A, Expected Seismic Performance Levels. The evaluation methodology consists of a Tier-1 screening and a Tier-2 deficiency-based evaluation using the linear static procedure for two performance levels under the prescribed ground motions required by the University Seismic Safety Policy. Please refer to Appendix C for the complete evaluation report.

The seismic evaluation identified the following seismic deficiencies that must be mitigated to achieve the Level II rating:

• Roof framing to CMU wall anchorage. Retrofit details developed in the LBNL 2005 seismic modifications may be assumed for cost estimation purposes.

• Saw-cut openings in original CMU walls that lack trim reinforcement. Retrofit details developed in the LBNL 2005 seismic modifications may be assumed for cost estimation purposes.

• Lack of lateral load resisting element at Lobby structure. Retrofit detail consists of the installation of a braced frame or plywood shearwall lateral load resisting element.

COORDINATION OF DOCUMENTS.

DIMENSIONAL CONTROL.

STRUCTURAL TESTING AND INSPECTION.

GENERAL

HAZARDOUS MATERIALS

DRILLED DOWELS

DESIGN CRITERIA

ABBREVIATIONS

DRAWING SYMBOLS:

DETAIL NUMBERING:

CAST-IN-PLACE CONCRETE

STRUCTURAL STEEL FRAMING NOTES

STEEL

TIMBER

12 9 6 3

11 8 5 2

10 7 4 1

(MAY BE USED WITH OR WITHOUT PERIOD)

SQ. SQUARE

STD. STANDARD

STL. STEEL

SUSP. SUSPENDED

SYM. SYMMETRICAL

T.O.C. TOP OF CONCRETE

T.O.W. TOP OF WALL

THK. THICK

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

W.P. WORK POINT

W/ WITH

W/O WITHOUT

WA. WEDGE ANCHOR

WP. WATERPROOFING

WT. WEIGHT

& AND

(E) EXISTING

(N) NEW

@ AT

# POUND OR NUMBER

DIAMETER OR ROUND

A.B. ANCHOR BOLT

ADD'L ADDITIONAL

ADJ. ADJACENT

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

B.O.F. BOTTOM OF FOOTING

BLDG. BUILDING

BM BEAM

BOT. BOTTOM

BTWN. BETWEEN

C.I.P. CAST-IN-PLACE

C.J. CONSTRUCTION JOINT

CL CENTERLINE

CLG. CEILING

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

CTR. CENTER

DBL. DOUBLE

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DN. DOWN

DO. DITTO

DWG. DRAWING

E.F. EACH FACE

E.S. EACH SIDE

E.W. EACH WAY

EA. EACH

EL. ELEVATION

ELEC. ELECTRICAL

EMBED. EMBEDMENT

EQ. EQUAL

EQPT. EQUIPMENT

EXT. EXTERIOR

F.O.S. FACE OF STUD

F.O.W. FACE OF WALL

F.S. FAR SIDE

FDN. FOUNDATION

FIN. FINISH

FL. FLOOR

FT. FOOT OR FEET

FTG. FOOTING

FUT. FUTURE

G.B. GRADE BEAM

GA. GAUGE

GALV. GALVANIZED

GR. GRADE

H.S.B. HIGH STRENGTH BOLT

H.S.S. HOLLOW STRUCTURAL SECTION

HGR. HANGER

HK. HOOK

HORIZ. HORIZONTAL

HT. HEIGHT

I.F. INSIDE FACE

INT. INTERIOR

JT. JOINT

LB. POUND

M.B. MACHINE BOLT

MAX. MAXIMUM

MECH. MECHANICAL

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

N. NORTH

N.F. NEAR FACE

N.I.C. NOT IN CONTRACT

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

NO. NUMBER

O.C. ON CENTER

OH. OPPOSITE HAND

OPNG. OPENING

OPP. OPPOSITE

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PT. POINT

PTN. PARTITION

R.O. ROUGH OPENING

RAD. RADIUS

REFE. REFERENCE

REINF. REINFORCING

REQ. REQUIRED

S.A.D. SEE ARCH. DRAWINGS

S.C.D. SEE CIVIL DRAWINGS

S.M.D. SEE MECH. DRAWINGS

S.O.G. SLAB ON GRADE

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SECT. SECTION

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

Ø

(E) EXISTING

(N) NEW

PEN. PENETRATION

S301A

S201A

ADDITIONAL SAMPLING AND TESTING WILL BE REQUIRED WHERE MATERIALS CANNOT BE POSITIVELY

TRACED TO MILL CERTIFICATES.

E. MATERIAL TESTING: THE ITEMS INDICATED BELOW REQUIRE SAMPLING AND/ OR

TESTING IN ACCORDANCE WITH PROVISIONS OF THE CBC AND REQUIREMENTS

OF THE PROJECT SPECIFICATIONS.

A. THE FOLLOWING CHECKLISTS ARE TO ASSIST THE CONTRACTOR IN

SCHEDULING OF TESTING AND INSPECTION RELATED TO STRUCTURAL

FEATURES. THE WORK OF OTHER DISCIPLINES MAY REQUIRE TESTING AND

INSPECTION THAT IS ADDITIONAL TO THE ITEMS LISTED BELOW.

B. REFER TO APPLICABLE PROVISIONS OF DIVISION 1 OF THE PROJECT

SPECIFICATIONS AND THE GENERAL CONDITIONS OF THE CONTRACT FOR SLAC

REPRESENTATIVE, SLAC TESTING LABORATORY, GEOTECHNICAL ENGINEER AND

CONTRACTOR'S RESPONSIBILITIES REGARDING TESTING AND INSPECTION.

C. REFER TO PROJECT SPECIFICATIONS FOR MORE DETAILED REQUIREMENTS FOR

TESTS AND INSPECTIONS. THE PROJECT SPECIFICATIONS SHALL TAKE

PRECEDENCE OVER THESE CHECKLISTS.

D. SPECIAL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR

THE REQUIRED INSPECTIONS AND MUST BE ACCEPTABLE TO THE SLAC REPRESENTATIVE.

INSPECTORS SHALL THOROUGHLY REVIEW THE APPLICABLE PORTIONS OF THE DOCUMENTS.

INSPECTORS SHALL PERFORM ALL DUTIES AND RESPONSIBILITIES AS REQUIRED BY CBC

SECTION 1701.

CONCRETE

ITEM

MATERIAL TESTING CHECKLIST

RUTHERFORD & CHEKENE ASSUMES NO RESPONSIBILITY FOR THE MANAGEMENT OF HAZARDOUS

MATERIALS THAT MAY BE ON THE SITE.

A. RUTHERFORD & CHEKENE HAS NOT PERFORMED INVESTIGATIONS TO DETERMINE THE

PRESENCE OF HAZARDOUS MATERIALS. SLAC WILL PROVIDE THE RESULTS OF SUCH

INVESTIGATIONS THAT HAVE BEEN PERFORMED.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT PERSONNEL WITHIN THE

WORK AREA ARE PROTECTED FROM EXPOSURE TO HAZARDOUS MATERIALS. IF HAZARDOUS

MATERIALS ARE DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

SLAC'S REPRESENTATIVE AND CEASE WORK UNTIL CONDITIONS CAN BE MAINTAINED IN

COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

A. DO NOT USE SCALED DIMENSIONS. WHERE NO WRITTEN DIMENSION IS PROVIDED, CONSULT WITH THE SLAC

REPRESENTATIVE FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

B. DIMENSION POINTS ARE AS FOLLOWS, UNLESS OTHERWISE INDICATED:

1. TYPICAL, U.O.N.: CENTERLINE.

2. WALLS: FACE OF STUD OR FACE OF CONCRETE.

3. STEEL ANGLES AND CHANNELS: FACE.

C. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONAL CONTROL FOR THE FOLLOWING STRUCTURAL

FEATURES, UNLESS DIMENSIONS ARE NOTED ON THE STRUCTURAL DRAWINGS:

1. DOOR AND WINDOW OPENINGS.

2. LOCATION AND SIZE OF CURBS AND PADS.

A. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS

AND SIZES OF THE FOLLOWING ITEMS:

1.

GROUTED DOWELS IN CONCRETE

SLUMP, STRENGTH, TEMP., AIR

PULL TESTS

NOTES

A. WIND DESIGN PARAMETERS:

1. ULTIMATE DESIGN WIND SPEED: 110 MPH

2. EXPOSURE: C

3. IMPORTANCE FACTOR: 1.5

B. SEISMIC DESIGN:

FINISH ELEVATION DESIGNATION OF TOP OF STRUCTURAL

CONCRETE. SEE PLANS FOR ELEVATION ASSOCIATED

WITH DESIGNATION, TYPICAL, U.O.N.

LEVEL 1

T.O.C.

GRIDLINE

ELEVATION

SECTION NUMBER ON WHICH DETAIL IS FOUND

SHEET ON WHICH DETAIL IS FOUND

A. THE SYMBOLS ON PLANS TO INDICATE SECTIONS, ELEVATIONS, AND DETAILS ARE AS FOLLOWS:

SIM.

1.

2.

B. SEE LEGEND ON PLAN SHEETS FOR ADDITIONAL SYMBOLS.

SPECIFICATIONS

SECTION (S)

SPECIAL INSPECTION CHECKLIST

ITEM NOTES

CAST-IN-PLACE CONCRETE

GROUTED DOWELS IN CONCRETE

MIX DESIGN

PER ICC REPORT

SPECIFICATIONS

SECTION (S)

03 30 00

03 61 00

03 61 00

03 30 00

F. THE STRUCTURAL ENGINEER WILL MAKE PERIODIC VISITS TO THE SITE TO CONFIRM THAT THE

CONSTRUCTION IS IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS.

WHERE MORE THAN ONE BLOCK IS USED FOR A SINGLE DETAIL, THE

NUMBER OF THE LOWER LEFT CORNER IS USED; THUS NUMBERS ARE

ALWAYS IN THE SAME LOCATION ON THE SHEET.

3. FACE OF WALL DIMENSIONS.

4. ELEVATION OF CEILING.

A. EPOXY ADHESIVE: PROVIDE ONE OF THE FOLLOWING, OR EQUAL.

1. HIT RE 500-V3 ADHESIVE ANCHORING SYSTEM, HILTI, INC. (ICC ESR-2322).

2. SET-XP EPOXY ADHESIVE, SIMPSON STRONG-TIE CO.

A. REINFORCING STEEL

1. ALL BARS, U.O.N.: ASTM A615, GR 60, U.O.N., DEFORMED.

2. ALL BARS TO BE WELDED ASTM A706.

C.

CONCRETE MIXES: SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

USE MIN.

STRENGTH

WEIGHT

SLAB-ON-GRADE, WALL INFILL, PADS, AND CURBS. 4,000 PSI NORMAL WEIGHT

NON-SHRINK GROUT: PROVIDE ONE OF THE FOLLOWING, OR EQUAL.

1. EUCO N.S., EUCLID CHEMICAL CO.

2. MASTERFLOW 928, MASTER BUILDERS

3. FIVE STAR GROUT, US GROUT CORP.

B.

A. FOR MORE DETAILED INFORMATION, SEE PROJECT SPECIFICATIONS. THE SPECIFICATIONS SHALL

TAKE PRECEDENCE OVER THESE

NOTES.

B. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING CODE (CBC), TITLE 24, 2019

EDITION.

C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR EXISTING AS WELL AS

NEW CONSTRUCTION AT THE JOB SITE BEFORE COMMENCING WORK AND SHALL REPORT ANY

DISCREPANCIES TO THE OWNER'S

REPRESENTATIVE.

D. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND

DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND

RESOLVED BEFORE PROCEEDING WITH THE

WORK.

E. DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS

WHETHER SPECIFICALLY CALLED OUT OR

NOT.

F. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS

AND SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR

REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED THAT SPECIFIC

CHANGES ARE BEING

REQUESTED.

G. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER SHALL BE CUT,

DRILLED, OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER'S

REPRESENTATIVE.

A. CODE: COMPLY WITH ANSI / AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", 2010, FOR ALL

TOLERANCES, SPACINGS, MINIMUM WELD SIZES AND OTHER DETAILS NOT NOTED OR SHOWN.

A. W-SHAPES: ASTM A992.

B. ANGLES, CHANNELS, BENT PLATES, SOLID RODS AND FLAT BARS: ASTM A36, U.O.N.

C. PLATE: ASTM A572, GRADE 50 TYPICAL; ASTM A36 WHERE NOTED.

D. ROUND, SQUARE, AND RECTANGULAR TUBES: ASTM A500, GRADE B.

E. PIPES: ASTM A53, TYPE E, GRADE B, TYP. U.O.N. ASTM A53, TYPE S, GRADE B FOR AESS SHAPES.

F. HIGH STRENGTH BOLTS: ASTM A325, U.O.N. BOLTS ARE INSTALLED AS PRETENSIONED, U.O.N.

IF CONTRACTOR CHOOSES TO USE TWIST-OFF TENSION-CONTROL TYPE BOLTS, ASTM F1852 MAY BE

SUBSTITUTED FOR ASTM A325.

G. MACHINE BOLTS AND THRU-BOLTS: ASTM A307.

H. WELDING :

1. ELECTRODES: E70XX

EXPANSION ANCHOR INSTALLATION PER ICC REPORTVARIOUS

STRUCTURAL STEEL WELDING CONTINUOUS05 12 00

PERIODIC05 12 00STRUCTURAL STEEL WELDING, SINGLE

PASS FILLET NOT EXCEEDING 5/16"

PLACEMENT ANCHOR BOLTS, & EMBED 03 10 00, 03 20 00, 03 30 00, 05 12 00 -

EXPANSION ANCHORS TORQUE OR PULL TESTVARIOUS

GROUT COMPRESSIVE STRENGTH03 30 00

STRUCTURAL WELDING COMPLETE JOINT PEN. UT05 12 00

OTHER STRUCTURAL WELDING MT05 12 00

1. SEISMIC COEFFICIENTS PER ASCE 41-13 FOR SITE COORDINATES 37.876° N, 122.249° W:

BSE-1E (20/50) : SDS = 1.293, SD1 = 0.719

BSE-2E (5/50) : SDS = 2.450, SD1 = 1.389

BSE-1N (10/50) : SDS = 1.646, SD1 = 1.026

BSE-2N (2/50) : SDS = 2.468, SD1 = 1.539

2. SITE CLASS D.

3. RISK CATEGORY IV.

4. IMPORTANCE FACTOR I = 1.5

5. SEISMIC DESIGN CATEGORY E.

C. ENGINEERED LUMBER : SEE SPECIFICATION.

A. JOISTS, PLATES, BLOCKING, STUDS AND SILLS SHALL BE 19% MAXIMUM

MOISTURE CONTENT PRIOR TO SURFACING. U.O.N.

B. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS INCLUDING MOISTURE CONTENT.

WHERE (N) LUMBER IS IN CONTACT WITH (E) LUMBER, THE (N) LUMBER

SHALL BE 15% MAXIMUM MOISTURE CONTACT FOR SHRINKAGE COMPATIBILITY.

(PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO. 10221250

DRAWING NO.

SHEET

DATE

SCALE

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATE

BY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM

50%

FACILITIES DIVISION

LBNL SSM 3B- BUILDING 48 SEISMIC UPGRADE

Preliminary

Design

Pre lim ina ry Des ign

50% 12" = 1'-0"

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

STRUCTURAL GENERAL & NOTES

S-70008/03/2020

JRT 08/03/2020

1 5

B.5

F

(E) 5" SLAB-ON-GRADE

24"

(E) 4"Ø PIPE

20"

24"

6'

B

A

C

D

E

4'

1"

4'

2 2.3 3 4 6 7 8 9

12' - 6" 3' - 7" 5' - 11" 9' - 3" 9' - 3" 9' - 6" 10' - 6" 10' - 6" 10' - 6"

(E ) 1

2" F

T G

(E) W5X16 COL

B R

A C

E D

F R

A M

IN

G

C U

R B

, T Y

P

1/

2" W

ID

E

C O

N C

F T

G

T Y

P

1'

C O

N T

(E) 4" CONC. SLAB, 2" SAND,

VAPOR BARRIER & 4"

GRAVEL W/ #4 @ 12" O.C.

E.W. @ MID-DEPTH

BRACED FRAME

CURB

7 1/2" CONC.

FTG, TYP.

1' - 6" CONT.

(N) C8X11.5 EPOXY BOLTED TO (E) CMU.

INSTALL ONE SIDE OF OPENING AS

SHOWN AND OVER TOP OF OPENING,

EXTEND 2'-0" BEYOND JAMB EA SIDE.

(N) C8X11.5 EPOXY BOLTED TO (E)

CMU. INSTALL EA JAMB AND OVER

TOP OF OPENING, EXTEND 2'-0"

BEYOND JAMB EA SIDE.

(E) HSS COL

(N) HSS BRACE

BTWN (E)

COLUMNS

SHEET NOTES:

DRAWING DEPICT THE SEISMIC UPGRADE MEASURES NECESSARY TO

ACHIEVE THE EXPECTED SEISMIC PERFORMANCE LEVEL II IN

ACCORDANCE WITH THE UC SEISMIC SAFETY POLICY, APPENDIX A.

THE BUILDING IS DESIGNATED AS AN ESSENTIAL FACILITY, OR RISK

CATEGORY IV.

RETROFIT SCOPE:

1. INSTALL NEW HSS BRACE LEVEL 1 TO LEVEL 2 AT (E) STAIR ON

LINE 2, STRENGTHEN (E) COLUMNS AS REQ'D.

2. INSTALL PERIMETER CHANNEL AROUND EXISTING OPENINGS IN

CMU WALL, TWO (2) LOCATIONS LINE B.5.

3. INSTALL ANCHORAGE FROM CMU EXTERIOR WALLS TO (E) ROOF

FRAMING ON ROOF PERIMENTER PER S-703.

LEGEND:

Q1

S

N

N

N1

V

V

R

R

R1 R2

25A

BUS

44A

L

44 44 B

25B

16A

6A

10E

42A

5B

2A

45A

13H

48A

5A

(PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO. 10221250

DRAWING NO.

SHEET

DATE

SCALE

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATE

BY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM

50%

FACILITIES DIVISION

LBNL SSM 3B- BUILDING 48 SEISMIC UPGRADE

Preliminary

Design

Pre lim ina ry Des ign

50%

BUILDING KEYPLAN

2' 4' 8'

1/4" = 1'-0"

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FOUNDATION & 1ST FLOOR PLANS AND DETAILS

S-70108/03/2020

JRT 08/03/2020

1/4" = 1'-0" 1

BUILDING 48 - FOUNDATION & 1ST FLOOR

FRAMING PLAN

(E) 2x12 @ 16" O.C.

(E) 2x12 @ 16" O.C.

(E) 2x12 @ 16" O.C.

(E) 2x12 @ 16" O.C.

(E) 5/8" PLYWOOD

(E

3/

4" x2

1" G

.L

(E) 2x12 @ 16" O.C.

(E) 6x12 S.S.(E) 3x12(E) 6x12 S.S.(E) 3x12

(E) 2x6 @ 16" O.C.

(E) 2x12 @ 16" O.C.

(E) 2x12 @ 16" O.C.

(E) 3x12x16'-9"±(E) 3x12x17'-4"±

(E) 2x12 @ 16" O.C.

(E) 3x10 @ 16" O.C.

(E) W8X13 (E) W8X13 (E) W8X13 (E) W8X13 (E) W8X13 (E) W8X13 (E) W8X13 (E) W8X13

(E

W 8X

(E

C 8X

.5

F

LA

T

(E

C 5X

6.

(F

LA

T

(E

C 5X

6.

(F

LA

T

(E

C 5X

6.

(F

LA

T

(E

C 5X

6.

(F

LA

T

(E

C 8X

.5

F

LA

T

(E

C 5X

6.

(F

LA

T

(E

C 5X

6.

(F

LA

T

(E

W 8X

(E) C5X6.7 (FLAT)

(E) W8X18

(E

W 8X

(E) W8X28

(E) TS4x4x1/4 COL ATOP

W5X16 BELOW

(E) W8X28 & TS3 1/2x2 1/2x3/16 (E) W8X28 & TS3 1/2x2 1/2x3/16(E

C 5X

6.

(F

LA

T

(E

C

X

.7

(E

C

X

.7

(E

W 8X

(E) W8X13(E) W8X13

(E

W 8X

W8X13 ONE PC & TS4X2X3/16

(E

C 3X

4.

C O

N T

. S

LO

P

IN

G L

E D

G E

R L

4X 3X

1/

(E

W 4X

O N

E P

C

(E) C4X5.4

(E

C 4X

5.

LE

D

G E

R

(E) 2x12

(E) 2x12

(E) 3X LEDGER

(E) 2x12

(E) 2x12

(E) 2x12

(E) 2x12

(E) HD5A W/ 3/4"Ø

ADHESIVE ANCHORS

@ (E) CMU WALL

(E) 3X12 LEDGER

3 1/4" LT. WT. CONC.

OVER 3" QL-99-16 MTL.

DKG. T.O.S. EL.=S.A.D.

1 5

B.5

F

B

A

C

D

E

4'

1"

4'

2 2.3 3 4 6 7 8 9

12' - 6" 3' - 7" 5' - 11" 9' - 3" 9' - 3" 9' - 6" 10' - 6" 10' - 6" 10' - 6"

C8X11.5 OVER

(E) OPNG BELOW

(N) HSS BRACE

BELOW BTWN

(E) COLUMNS

SHEET NOTES:

DRAWING DEPICT THE SEISMIC UPGRADE MEASURES NECESSARY TO

ACHIEVE THE EXPECTED SEISMIC PERFORMANCE LEVEL II IN

ACCORDANCE WITH THE UC SEISMIC SAFETY POLICY, APPENDIX A.

THE BUILDING IS DESIGNATED AS AN ESSENTIAL FACILITY, OR RISK

CATEGORY IV.

RETROFIT SCOPE:

1. INSTALL NEW HSS BRACE LEVEL 1 TO LEVEL 2 AT (E) STAIR ON

LINE 2, STRENGTHEN (E) COLUMNS AS REQ'D.

2. INSTALL PERIMETER CHANNEL AROUND EXISTING OPENINGS IN

CMU WALL, TWO (2) LOCATIONS LINE B.5.

3. INSTALL ANCHORAGE FROM CMU EXTERIOR WALLS TO (E) ROOF

FRAMING ON ROOF PERIMENTER PER S-703.

LEGEND:

Q1

S

N

N

N1

V

V

R

R

R1 R2

25A

BUS

44A

L

44 44 B

25B

16A

6A

10E

42A

5B

2A

45A

13H

48A

5A

(PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO. 10221250

DRAWING NO.

SHEET

DATE

SCALE

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATE

BY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM

50%

FACILITIES DIVISION

LBNL SSM 3B- BUILDING 48 SEISMIC UPGRADE

Preliminary

Design

Pre lim ina ry Des ign

50%

BUILDING KEYPLAN

2' 4' 8'

1/4" = 1'-0"

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

2ND FLOOR PLAN AND DETAILS

S-70208/03/2020

JRT 08/03/2020

1/4" = 1'-0" 1

BUILDING 48 - 2ND FLOOR FRAMING PLAN

4' - 4" 4' - 4"

(E) 3x12 @ 4'-0" AT PLYWOOD JOINTS

(E) 2x12 @ 16" IN BETWEEN

(E) 1/2" PLYWOOD SHEATHING,

STAGGERED JOINTS. NAILING -

SEE GENERAL NOTES SHEET S-1

(E) 5 1/8"x13 1/2" G.L.

(E) 2x12 @ 16" O.C. IN BETWEEN 3x12'S @ 4'-0" O.C.

(E) 6x12

B.5

F

C

D

E

4'

1"

4 6 7 8 9

9' - 3" 9' - 6" 10' - 6" 10' - 6" 10' - 6"

(N) L 4X6 ANGLE @ 48" OC TO(E) 3X12.

EPOXY BOLT TO (E) CMU. PROVIDE THRU

BOLT STO (E) 3X. TYPICAL LINE B.5 AND F

PROVIDE (N) 3X12 BLKG FOR 4 JOIST

BAYS, PROVIDE L6X3 ANGLE

CONNECTION BLKG TO BLKG EA SIDE

OF (E) JOIST W/ THRU BOLT TO BLKG

AND THRU BOLT ANGLE TO ANGLE

THROUGH (E) JOIST. TYP AT EA DBL

ANGLE LINE 3.8 AND 9

(N) L 4X6 ANGLE @ 48" EA SIDE OF (N)

3 X BLKG. EPOXY BOLT TO (E) CMU

WALL. AND THRU BOLT TO (N) BLKG

(N) A35 CLIPS BLKG TO (E) PLYWD W/

WOOD SCREWS. INSTALL FROM

UNDERSIDE.

SHEET NOTES:

DRAWING DEPICT THE SEISMIC UPGRADE MEASURES NECESSARY TO

ACHIEVE THE EXPECTED SEISMIC PERFORMANCE LEVEL II IN

ACCORDANCE WITH THE UC SEISMIC SAFETY POLICY, APPENDIX A.

THE BUILDING IS DESIGNATED AS AN ESSENTIAL FACILITY, OR RISK

CATEGORY IV.

RETROFIT SCOPE:

1. INSTALL NEW HSS BRACE LEVEL 1 TO LEVEL 2 AT (E) STAIR ON

LINE 2, STRENGTHEN (E) COLUMNS AS REQ'D.

2. INSTALL PERIMETER CHANNEL AROUND EXISTING OPENINGS IN

CMU WALL, TWO (2) LOCATIONS LINE B.5.

3. INSTALL ANCHORAGE FROM CMU EXTERIOR WALLS TO (E) ROOF

FRAMING ON ROOF PERIMENTER PER S-703.

LEGEND:

Q1

S

N

N

N1

V

V

R

R

R1 R2

25A

BUS

44A

L

44 44 B

25B

16A

6A

10E

42A

5B

2A

45A

13H

48A

5A

(PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO. 10221250

DRAWING NO.

SHEET

DATE

SCALE

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATE

BY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM

50%

FACILITIES DIVISION

LBNL SSM 3B- BUILDING 48 SEISMIC UPGRADE

Preliminary

Design

Pre lim ina ry Des ign

50%

BUILDING KEYPLAN

2' 4' 8'

1/4" = 1'-0"

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

ROOF PLAN AND DETAILS

S-70308/03/2020

JRT 08/03/2020

1/4" = 1'-0" 1

BUILDING 48 - ROOF FRAMING PLAN

299WLAREA

202 204 206

205 207

197 196

118A119 118B

104 106

105A

118D 117 116 115

LOBBY

AREA ON

FIRST

FLOOR

TO

BLDG

45 & 43

OPEN

TO

FLOOR

BELOW

ROOFTOP 48-1

BLDG 45

Q1

S

N

N

N1

V

V

R

R

R1 R2

25A

BUS

44A

L

44 44 B

25B

16A

6A

10E

42A

5B

2A

45A

13H

48A

5A

(PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO. 10221250

DRAWING NO.

SHEET

DATE

SCALE

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATE

BY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM

50%

FACILITIES DIVISION

LBNL SSM B- BUILDING 48 SEISMIC UPGRADE

Preliminary

Design

Pre lim ina ry Des ign

50%

BUILDING KEYPLAN

4' 8' 16'

1/8" = 1'-0"

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

BLDG. 48 SEISMIC UPGRADE ARCHITECTURAL DETAILS

A-70108/03/2020

HDR Architecture 201 California St San Francisco, CA 94111

OP 08/03/2020

1/8" = 1'-0" 1

BUILDING 48 - EXISTING CONDITIONS SECOND FLOOR PLAN

1/8" = 1'-0" 2

BUILDING 48 - EXISTING CONDITIONS FIRST FLOOR PLAN