06 AL-1790-6401 ALS-U SR New Lead Panel Structural Steel Sheet List DRAFT REV. B.pdf

DRAFT

ABBREVIATIONS

DRAWING SYMBOLS:

DETAIL NUMBERING:

LEGEND:

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

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

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

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

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.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

S-602

S-201

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.

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.

SEE PLANS FOR LEGENDS NOT SHOWN HERE

TBD TO BE DETERMINED

PRECAST CONCRETE WALL BLOCK1S1.1W

STK. STOCK

DP. DIAMETRAL PITCH

EPOXIED INTERNALLY SLEEVED ANCHORS. SEE 4/S-802.

RUTHERFORD

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S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

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95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

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STRUCTURAL SHEET LIST, ABBREVIATIONS, AND

LEGEND

110034

4N06S302.DWG

STRUCTURAL SHEET LIST - LEAD PANELS AT OUTER PRECAST CONCRETE WALLS

Sheet # Drawing No. Sheet Name

S-001LP 4N06S302 STRUCTURAL SHEET LIST, ABBREVIATIONS, AND LEGEND

S-002.1LP 4N06S303 GENERAL NOTES - TESTING & INSPECTION

S-002LP 4N06S304 GENERAL NOTES

S-003LP 4N06S305 LEAD PANEL TABLES METRIC

S-004LP 4N06S306 LEAD PANEL TABLES IMPERIAL

S-006LP 4N06S307 ISOMETRIC VIEW WITHOUT ROOF BLOCKS

S-007LP 4N06S308 ISOMETRIC VIEW WITHOUT ROOF BLOCKS

S-008LP 4N06S309 ISOMETRIC VIEW WITHOUT ROOF BLOCKS

S-101LP 4N06S310 STORAGE RING SHIELDING FLOOR PLAN

S-102LP 4N06S311 LEAD SHIELDING THICKNESS PLAN

S-103 4N06S426 EXISTING STORAGE RING SHIELDING AND DEMO FLOOR PLAN

S-120 4N06S312 STORAGE RING LEAD PANEL SHIELDING FLOOR PARTIAL PLAN SOUTH

S-121 4N06S313 STORAGE RING LEAD PANEL SHIELDING FLOOR PARTIAL PLAN WEST

S-122 4N06S314 STORAGE RING LEAD PANEL SHIELDING FLOOR PARTIAL PLAN NORTH

S-123 4N06S315 STORAGE RING LEAD PANEL SHIELDING FLOOR PARTIAL PLAN EAST

S-420 4N06S316 LEAD PANEL WALL ELEVATIONS

S-421 4N06S317 LEAD PANEL WALL ELEVATIONS

S-422 4N06S318 LEAD PANEL WALL ELEVATIONS

S-423 4N06S319 LEAD PANEL WALL ELEVATIONS

S-580LP 4N06S320 INTERSECTING LEAD PANEL DETAILS

S-581LP 4N06S321 INTERSECTING LEAD PANEL DETAILS

S-604LP 4N06S322 PRECAST WALL STITCH PLATES

S-605LP 4N06S323 STITCH PLATE DETAILS

S-606LP 4N06S427 LEAD PANELS AT STITCH PLATE DETAILS

S-800 4N06S324 TYPICAL LEAD PANEL DETAILS

S-801 4N06S325 TYPICAL 2" LEAD PANEL DETAILS

S-803 4N06S326 TYPICAL 3" LEAD PANEL DETAILS

S-804 4N06S327 TYPICAL 4" LEAD PANEL DETAILS

S-805 4N06S328 LEAD PANEL ANCHORAGE DETAILS

S-810 4N06S329 SECTOR 12 LEAD PANEL ELEVATION

S-811 4N06S330 SECTOR 12 LEAD PANEL ELEVATION

S-812 4N06S331 SECTOR 12 LEAD PANEL ELEVATION

S-813 4N06S332 SECTOR 12 LEAD PANEL ELEVATION

S-814 4N06S333 SECTOR 01 LEAD PANEL ELEVATION

S-815 4N06S334 SECTOR 01 LEAD PANEL ELEVATION

S-816 4N06S335 SECTOR 01 LEAD PANEL ELEVATION

S-817 4N06S336 SECTOR 02 LEAD PANEL ELEVATION

S-818 4N06S337 LEAD PANEL ELEVATION

S-819 4N06S338 SECTOR 02 LEAD PANEL ELEVATION

S-820 4N06S339 SECTOR 02 LEAD PANEL ELEVATION

S-821 4N06S340 SECTOR 02 LEAD PANEL ELEVATION

S-822 4N06S341 SECTOR 02 LEAD PANEL ELEVATION

S-823 4N06S342 SECTOR 03 LEAD PANEL ELEVATION

S-824 4N06S343 SECTOR 03 LEAD PANEL ELEVATION

S-825 4N06S344 SECTOR 03 LEAD PANEL ELEVATION

S-826 4N06S345 SECTOR 03 LEAD PANEL ELEVATION

S-827 4N06S346 SECTOR 03 LEAD PANEL ELEVATION

S-828 4N06S347 SECTOR 04 LEAD PANEL ELEVATION

S-829 4N06S348 SECTOR 04 LEAD PANEL ELEVATION

S-830 4N06S349 SECTOR 04 LEAD PANEL ELEVATION

S-831 4N06S350 SECTOR 05 LEAD PANEL ELEVATION

S-832 4N06S351 LEAD PANEL ELEVATION

S-833 4N06S352 LEAD PANEL ELEVATION

S-834 4N06S353 LEAD PANEL ELEVATION

S-835 4N06S354 SECTOR 02 LEAD PANEL ELEVATION

S-836 4N06S355 SECTOR 11 LEAD PANEL ELEVATION

S-837 4N06S356 SECTOR 11 LEAD PANEL ELEVATION

S-838 4N06S357 SECTOR 11 LEAD PANEL ELEVATION

S-839 4N06S358 LEAD PANEL ELEVATION

S-840 4N06S359 LEAD PANEL ELEVATION

S-841 4N06S360 SECTOR 05 LEAD PANEL ELEVATION

S-842 4N06S361 SECTOR 11 LEAD PANEL ELEVATION

S-843 4N06S362 SECTOR 11 LEAD PANEL ELEVATION

S-844 4N06S363 SECTOR 12 LEAD PANEL ELEVATION

S-845 4N06S364 SECTOR 12 LEAD PANEL ELEVATION

S-846 4N06S365 SECTOR 12 LEAD PANEL ELEVATION

S-847 4N06S428 SECTOR 05 LEAD PANEL ELEVATION

S-848 4N06S429 SECTOR 05 LEAD PANEL ELEVATION

S-849 4N06S430 SECTOR 02 LEAD PANEL ELEVATION

S-850 4N06S431 SECTOR 02 LEAD PANEL ELEVATION

LEAD PANEL INSTALLATION TOLERANCES

1. MAXIMUM ALLOWABLE GAPS BETWEEN NEW AND EXISITNG LEAD PANELS U.O.N.: 1/2"

2. MAXIMUM ALLOWABLE GAPS BETWEEN NEW LEAD PANELS U.O.N.: 3/8"

3. MAXIMUM ALLOWABLE GAPS BETWEEN CEILING ROOF BLOCKS AND NEW LEAD PANELS U.O.N.: 1/2"

4. LEAD PANEL INSERT ANCHORS +/- 3/8"

DWang5 Text Box Document number: AL-1790-6401

STRUCTURAL TESTING AND INSPECTION.

E. MATERIAL TESTING: THE ITEMS INDICATED BELOW REQUIRE SAMPLING AND/ ORTESTING IN ACCORDANCE WITH PROVISIONS OF THE CBC, AND REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND LBNL DESIGN STANDARDS.

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 ON THIS SHEET.

B. REFER TO APPLICABLE PROVISIONS OF DIVISION 1 OF THE PROJECT SPECIFICATIONS AND THE GENERAL CONDITIONS OF THE CONTRACT FOR LBNL REPRESENTATIVE, LBNL TESTING LABORATORY, 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 LBNL REPRESENTATIVE. INSPECTORS SHALL THOROUGHLY REVIEW THE APPLICABLE PORTIONS OF THE DOCUMENTS. INSPECTORS SHALL PERFORM ALL

DUTIES AND RESPONSIBILITIES AS REQUIRED BY CBC CHAPTER 17.

ITEM

MATERIAL TESTING CHECKLIST

POST INSTALLED INTERNALLY

THREADED INSERT CONCRETE ANCHORS

PULL TESTS, U.O.N. ON SPECIFIC DETAIL. SEE SECTION 4.2.2 OF

ALS-U SEISMIC DESIGN CRITERIA AL-1259-2147 REV A. SEE S-805

FOR PULL TEST LOAD.

NOTES

SPECIFICATIONS

SECTION (S)

SPECIAL INSPECTION CHECKLIST

ITEM NOTES

PER ICC REPORT

SPECIFICATIONS

SECTION (S)

05 05 25

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

THE CONSTRUCTION IS IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS.

STRUCTURAL STEEL WELDING CONTINUOUS05 50 00

PERIODIC05 12 00STRUCTURAL STEEL WELDING, SINGLE

PASS FILLET NOT EXCEEDING 5/16"

PLACEMENT OF POST INSTALLED

CONCRETE ANCHOR AND DOWELS

WELDING STRUCTURAL WELDING MT05 50 00

05 05 25

THE FOLLOWING EXISTING MATERIALS HAVE BEEN TESTED BY LBNL:

a. OUTER WALL PRECAST CONCRETE: 5200 PSI BASED ON CORE TEST PROGRAM COMPLETED AUGUST 2023.

STRUCTURAL STEEL 05 50 00

G.

EXISTING EXISTING LEAD PANEL TO

PRECAST WALL ANCHORS

NOT REQUIRED

EXCERPT FROM AL-1259-2147 Revision: A

4.2.2 SPECIAL INSPECTION REQUIREMENTS

1. THE HOLE DRILLING MUST BE INSPECTED BY A QUALIFIED SPECIAL INSPECTOR. THE INSPECTOR MUST VERIFY THAT 100-PERCENT OF THE HOLES COMPLY WITH THE ENGINEERED DESIGN AND THE

SPECIFICATIONS OF THE ANCHOR MANUFACTURER.

2. THE ANCHORS SHALL BE TENSION TESTED AFTER INSTALLATION PER THE REQUIREMENTS SPECIFIED

BELOW.

4. TEST 25 PERCENT OF THREADED ROD DOWELS INSTALLED WITH EPOXY ON A GIVEN DAY PER SECTOR IN TENSION USING PULLOUT PROCEDURE. TEST TO LOAD AS NOTED INTHE DRAWINGS. DOWELS SPECIFICALLY NOTED

ON THE DRAWINGS AS “NO TEST REQUIRED” DO NOT REQUIRE TENSION TESTING.

5. WHERE LESS THAN 100 PERCENT OF THE ANCHORS ARE SPECIFIED TO BE TESTED, IF THE FAILURE RATE OF ANCHORS OR DOWELS EXCEEDS 10 PERCENT, TESTING SHALL BE INCREASED TO 100 PERCENT OF THAT DAY’S INSTALLATION OF SIMILAR ANCHORS OR DOWELS. TESTING CAN THEN BE REDUCED TO 25 PERCENT OF THAT DAY’S INSTALLATION WHEN THE FAILURE RATE IS REDUCED TO 10 PERCENT OR LESS.

6. FAILED ANCHORS AND DOWELS SHALL BE REPLACED. WHEN THE ANCHORS ARE INSTALLED BY A

SUBCONTRACTOR, THEY SHALL BE REPLACED AT NO ADDITIONAL COST TO LBNL AND THE

SUBCONTRACTOR SHALL REIMBURSE LBNL FOR THE COST OF ADDITIONAL TESTING.

7. PLEASE SEE FACILITIES MASTER SPECIFICATION SECTION 031500 FOR ADDITIONAL INSPECTION

REQUIREMENTS.

RUTHERFORD

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Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

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S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

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GENERAL NOTES - TESTING & INSPECTION

110034

4N06S303.DWG

INTERNALLY THREADED INSERT ANCHOR TORQUE TESTING

1. BOLTS FOR LEAD PANEL INTERNALLY THREADED INSERT ANCHORS BE TORQUED TO 40 FT-

LB MIN, 60 FT-LB MAX.

2. 25% OF BOLTS PER LEAD PANEL TO BE TORQUE TESTED AFTER INSTALLATION.

3. EXISTING LEAD PANEL BOLTS DO NOT REQUIRE TO BE TORQUED TESTED.

DWang5

DIMENSIONAL CONTROLGENERAL

HAZARDOUS MATERIALS

DESIGN CRITERIA

STEEL

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. LBNL 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

LBNL REPRESENTATIVE AND CEASE WORK UNTIL CONDITIONS CAN BE MAINTAINED IN

COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

A.

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

A. PLATE: ASTM A36 U.O.N.

B. PIPE: A120 U.O.N. TUBE: ASTM A53A

C. MACHINE BOLTS: ASTM A307 U.O.N.

D. WELDING :

1. ELECTRODES: E70XX

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, 2022

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.

G. 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.

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

WHETHER SPECIFICALLY CALLED OUT OR NOT.

I. 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.

J. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL ELEMENT SHALL BE CUT, DRILLED, OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE LBNL REPRESENTATIVE. SEE GENERAL

NOTES ABOVE FOR ADDITIONAL REQUIREMENTS FOR LOCATING EXISTING REBAR.

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

LBNL REPRESENTATIVE FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

1.

2.

TYPICAL, U.O.N.: CENTERLINE.

WALLS: FACE OF CONCRETE U.O.N.

A. WIND DESIGN PARAMETERS:

1. NOT APPLICABLE

B. SEISMIC DESIGN:

1. SITE-SPECIFIC RESPONSE SPECTRA PER REFERENCED HAZARD ANALYSIS REPORT FOR

SITE COORDINATES 37.876° N, 122.249° W. SEISMIC DESIGN AND NONSTRUCTURAL

SEISMIC DESIGN BASED ON ASCE 7-16:

2. SITE CLASS C AND D.

3. RISK CATEGORY II.

4. IMPORTANCE FACTOR I = 1.0

5. SEISMIC DESIGN CATEGORY E.

SEISMIC DESIGN IS BASED ON THE FOLLOWING REPORTS:

GEOTECHNICAL REPORT BY A3GEO "GEOTECHNICAL DATA AND INTERPRETATIONS REPORT

FISCAL YEAR 2020 GROUND MOTIONS STUDY. LAWRENCE BERKELEY NATIONAL LABORATORY,

BERKELEY, CALIFORNIA" DATED 15 SEPTEMBER 2020 AND LETTER "FOUNDATION ANALYSIS -

SOIL BEARING PARAMETERS" DATED 09-03-2021 AND REPORT "GEOTECHNICAL CONSULTATION

AND ANALYSIS SERVICES" DATED DECEMBER 16, 2021.

HAZARD ANALYSIS REPORT BY LCI "SITE-SPECIFIC SEISMIC HAZARD ANALYSES AND

DEVELOPMENT OF DESIGN GROUND MOTIONS FOR THE LAWRENCE BERKELEY

NATIONAL LABORATORY, BERKELEY, CALIFORNIA" DATED 30 SEPTEMBER 2020.

6. SITE CATEGORY: 3

D. CUTTING OF EXISTING CONCRETE REINFORCING IS NOT ALLOWED. SCANNING FOR EXISTING REBAR AND CONDUIT AND PROCUREMENT OF PERMITS FOR HOLES AND PENETRATIONS IN THE EXISTING CONCRETE SHALL BE CONDUCTED BY LBNL PRIOR TO CONTRACTOR DRILLING EXISTING CONCRETE.

THE CONTRACTOR SHALL COORDINATE THE WORK WITH LBNL SCANNING AND PERMITTING

PROCEDURES AND COORDINATE A PRECONSTRUCTION SCANNING TEST AREA . SCANNING FOR REBAR AT PRECAST WALLS WILL BE REQUIRED ON THE INSIDE FACE OF THE WALL. SCANNER TO IDENTIFY REBAR DEPTH FROM INSIDE FACE OF WALL. FIELD VERIFY (E) REBAR LOCATION AND ANCHOR LAYOUT PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION OF LEAD PANEL ASSEMBLIES. SEE

SPECIFICATIONS.

CONCRETE DRILLS SHALL USE GROUND FAULT CIRCUIT INTERRUPTER FOR AUTO SHUT OFF WHEN

DRILL BIT CONTACTS REBAR. CONCRETE DRILL SYSTEMS SHALL UTILIZE HEPA FILTER DUST

COLLECTION SYSTEMS. HOLES TO BE DRILLED WITH CONCRETE BITS. CORE DRILLING IS NOT

ALLOWED.

E.

F. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A WORK SEQUENCE PROGRAM FOR SCANNING, DRILLING, REMOVAL OF (E) LEAD PANELS AND EXISTING WALL MOUNTED ELEMENTS, AND FOR THE INSTALLATION

OF THE NEW LEAD PANELS.

7. SEISMIC GROUND MOTION VALUES:

INTERNALLY THREADED SLEEVE ANCHORS

A. INTERNALLY THREADED SLEEVE ANCHORS: PROVIDE THE FOLLOWING WHERE NOTED IN THE DRAWINGS, NO EXCEPTIONS.

1. HILTI HIS-N INTERNALLY THREADED INSERT (ICC-ES ESR-3814).

i. S = 3.06g, S = 1.77g

ii. S = 2.04g, S = 1.18g

MS

DS

M1

D1

2. HILTI HIT-RE 500 V3 ADHESIVE ANCHORS (ICC-ES ESR-3814).

LEAD

A. 11.35 g/cm^3 DENSITY (705 PCF) AND AT LEAST 99% PURITY. SEE SPECIFICATIONS.

PAINT

A. *TIGER DRYLAC SERIES 49* PER MANUFACTURER'S INSTRUCTIONS. COLOR: BAMBOO BEIGE. SEE SPECIFICATIONS

SITE-SPECIFIC RESPONSE SPECTRA

RUTHERFORD

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

D A

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A N

RE

G

IS

TE

RED

PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

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c lo ud /S

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S-002LP

GENERAL NOTES

110034

4N06S304.DWG

DWang5

RUTHERFORD

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

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S . BLEIM

A N

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PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

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c lo ud /S

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6S _L

B N

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S-003LP

LEAD PANEL TABLES METRIC

110034

4N06S305.DWG

LEAD PANEL TABLE NOTES:

1. THE WALL BLOCK COLUMN REFERS TO THE EXISTING

PRECAST CONCRETE WALL DESIGNATION THAT THE LEAD

PANEL IS ANCHORED TO. SEE TYPICAL WALL SECTOR

NAMING CONVENTION ON SHEET S-101LP.

2. THE ALS RECORD WALL DWGS COLUMN REFERS TO THE

ORIGINAL PRECAST WALL SHOP DRAWING FOR REFERENCE.

3. THE (N) LEAD PANEL ASSEMBLY COLUMN IS THE NEW LEAD

PANEL NAMING CONVENTION. SEE ELEVATIONS.

4. THE (N) LEAD PANEL NAMES THAT HAVE A LABEL LEADING

WITH THE SECTOR NUMBER INDICATES THAT THERE IS A

UNIQUE SHOP DRAWING FOR THE ASSEMBLY.

5. THE (N) LEAD THICKNESS COLUMN REFERS TO THE LEAD

THICKNESS NOT INCLUDING THE OUTER STEEL PLATE

CONTAINER.

6. THE (N) LEAD PANEL WEIGHT COLUMN IS THE APPROXIMATE

WEIGHT OF THE LEAD AND OUTER STEEL PLATE CONTAINER.

7. LEAD PANEL FABRICATOR TO VERIFY DIMENSIONS ON SITE.

8. "*" INDICATES LEAD PANELS INSTALLED ON THE ENDS OF

TRANSITION WALLS.

9. DIMENSION OCCURS AT NEW INTERNALLY THREADED

SLEEVE ANCHORS.

10. EXISTING LEAD PANELS TO BE REPLACED.

11. LEAD WEIGHT IS APROXIMATE AND DOES NOT INCLUDE THE

STEEL CONTAINER.

TOTAL NUMBER OF PANLES 71

12 12T2.1W2* N 25L2716 Y 71 12T2.1W2-LP¹⁰ 76 1,605 1,443 2108 816 321 - - 495 457 1187 464 1/S-420 1/S-846 N

12 12S2.2W N 23J0836 Y 70 12S2.2W-LP¹⁰ 76 3,242 2,940 2108 1643 421 876 - 346 457 1187 464 1/S-420 1/S-845 N

12 12S2.1W N 23J0826 Y 69 12S2.1W-LP¹⁰ 76 3,581 3,251 2108 1815 413 1068 - 333 457 1187 464 1/S-420 1/S-844 N

12 12S1.4W N 23J0816 N 68 12S1.4W-LP 76 5,077 4,619 2108 2570 656 1426 713 487 441 1219 448 1/S-420 1/S-813 N

12 12S1.3W N 23J0806 N 67 12S1.3W-LP 76 5,124 4,662 2108 2594 660 1426 713 508 441 1219 448 1/S-420 1/S-812 N

12 12S1.2W N 23J0796 N 66 12S1.2W-LP 76 5,062 4,605 2108 2562 645 1445 722 473 441 1219 448 1/S-420 1/S-811 Y

12 12S1.1 Y 23J0246 N 65 12S1.1-LP 76 1,569 1,403 591 2853 641 1648 - 564 295 - 295 1/S-420 1/S-810 Y

12 12S1.1LD Y 23J0236 N 64 12S1.1LD-LP 76 4,854 4,413 1816 2853 641 1648 824 564 391 1026 400 1/S-420 1/S-810 Y

11 11S2.2W N 23J0756 N 63 11S2.2W-LP 102 5,533 5,005 2108 2105 511 1068 534 524 457 1187 464 8/S-423 1/S-837 N

11 11S2.1W N 23J0746 N 62 11S2.1W-LP 102 5,667 5,127 2108 2156 487 1257 629 408 457 1187 464 8/S-423 1/S-836 Y

11 11S1.4W Y 23J0036 N 61 11S1.4W-LP 51 3,404 2,978 2108 2486 635 1381 - 470 441 1219 448 7/S-423 1/S-843 Y

11 11S1.3W Y 23J0036 N 60 11S1.3W-LP 51 3,444 3,012 2108 2515 660 1381 - 473 441 1219 448 7/S-423 1/S-842 Y

11 11S1.2W Y 23J0266 N 59 11S1.2W-LP 51 3,762 3,292 2108 2746 683 1543 - 521 441 1219 448 7/S-423 1/S-838 Y

11 11S1.1LD Y 23J0236 N 58 11S1.1LD-LP 51 3,385 2,960 1829 2850 638 1648 - 564 391 1026 411 7/S-423 1/S-833 Y

10 10S2.2W Y 23J0196 N 57 10S2.2W-LP 51 2,272 1,982 1829 1915 333 1062 - 516 457 1187 184 4/S-423 1/S-832 N

10 10S2.1W Y 23J0206 N 56 10S2.1W-LP 51 2,896 2,530 1829 2438 505 1313 - 619 457 1187 184 4/S-423 1/S-834 Y

10 10S1.4W Y 23J0036 N 55 10S1.4W-LP 51 2,941 2,570 1829 2477 635 1381 - 460 441 1219 168 3/S-423 1/S-840 Y

10 10S1.3W Y 23J0036 N 54 10S1.3W-LP 51 2,975 2,599 1829 2505 651 1381 - 473 441 1219 168 3/S-423 1/S-818 Y

10 10S1.2W Y 23J0026 N 53 10S1.2W-LP 51 2,956 2,583 1829 2489 635 1381 - 473 441 1219 168 3/S-423 1/S-839 Y

10 10S1.1LD Y 23J0236 N 52 10S1.1LD-LP 51 3,385 2,960 1829 2850 638 1648 - 564 391 1026 411 3/S-423 1/S-833 Y

9 9S2.2W Y 23J0196 N 51 9S2.2W-LP 51 2,272 1,982 1829 1915 333 1062 - 516 457 1187 184 1/S-423 1/S-832 N

9 9S2.1W Y 23J0206 N 50 9S2.1W-LP 51 2,890 2,525 1829 2434 505 1313 - 616 457 1187 184 1/S-423 1/S-834 Y

9 9S1.4W Y 23J0036 N 49 9S1.4W-LP 51 2,948 2,576 1829 2483 635 1381 - 467 441 1219 168 9/S-422 1/S-840 Y

9 9S1.3W Y 23J0036 N 48 9S1.3W-LP 51 2,971 2,596 1829 2502 648 1381 - 473 441 1219 168 9/S-422 1/S-818 Y

9 9S1.2W Y 23J0026 N 47 9S1.2W-LP 51 2,960 2,586 1829 2492 638 1381 - 473 441 1219 168 9/S-422 1/S-839 Y

9 9S1.1LD Y 23J0236 N 46 9S1.1LD-LP 51 3,385 2,960 1829 2850 638 1648 - 564 391 1026 411 9/S-422 1/S-833 Y

8 8S2.2W Y 23J0196 N 45 8S2.2W-LP 51 2,272 1,982 1829 1915 333 1062 - 516 457 1187 184 7/S-422 1/S-832 N

8 8S2.1W Y 23J0206 N 44 8S2.1W-LP 51 2,882 2,518 1829 2427 505 1313 - 610 457 1187 184 7/S-422 1/S-834 Y

8 8S1.4W Y 23J0036 N 43 8S1.4W-LP 51 2,948 2,576 1829 2483 641 1381 - 460 441 1219 168 6/S-422 1/S-840 Y

8 8S1.3W Y 23J0036 N 42 8S1.3W-LP 51 2,979 2,603 1829 2508 654 1381 - 473 441 1219 168 6/S-422 1/S-818 Y

8 8S1.2W Y 23J0026 N 41 8S1.2W-LP 51 2,956 2,583 1829 2489 635 1381 - 473 441 1219 168 6/S-422 1/S-839 Y

8 8S1.1LD Y 23J0236 N 40 8S1.1LD-LP 51 3,385 2,960 1829 2850 638 1648 - 564 391 1026 411 6/S-422 1/S-833 Y

7 7S2.2W Y 23J0196 N 39 7S2.2W-LP 51 2,272 1,982 1829 1915 333 1062 - 516 457 1187 184 4/S-422 1/S-832 N

7 7S2.1W Y 23J0206 N 38 7S2.1W-LP 51 2,882 2,518 1829 2427 505 1313 - 610 457 1187 184 4/S-422 1/S-834 Y

7 7S1.4W Y 23J0036 N 37 7S1.4W-LP 51 2,952 2,579 1829 2486 641 1381 - 464 441 1219 168 3/S-422 1/S-840 Y

7 7S1.3W Y 23J0036 N 36 7S1.3W-LP 51 2,971 2,596 1829 2502 648 1381 - 473 441 1219 168 3/S-422 1/S-818 Y

7 7S1.2W Y 23J0026 N 35 7S1.2W-LP 51 2,956 2,583 1829 2489 635 1381 - 473 441 1219 168 3/S-422 1/S-839 Y

7 7S1.1LD Y 23J0236 N 34 7S1.1LD-LP 51 3,385 2,960 1829 2850 638 1648 - 564 391 1026 411 3/S-422 1/S-833 Y

6 6S2.2W Y 23J0196 N 33 6S2.2W-LP 51 2,272 1,982 1829 1915 333 1062 - 516 457 1187 184 1/S-422 1/S-832 N

6 6S2.1W Y 23J0206 N 32 6S2.1W-LP 51 2,878 2,515 1829 2424 505 1313 - 606 457 1187 184 1/S-422 1/S-834 Y

6 6S1.4W Y 23J0036 N 31 6S1.4W-LP 51 2,941 2,570 1829 2477 635 1381 - 460 441 1219 168 9/S-421 1/S-840 Y

6 6S1.3W Y 23J0036 N 30 6S1.3W-LP 51 2,971 2,596 1829 2502 648 1381 - 473 441 1219 168 9/S-421 1/S-818 Y

6 6S1.2W Y 23J0026 N 29 6S1.2W-LP 51 2,956 2,583 1829 2489 635 1381 - 473 441 1219 168 9/S-421 1/S-839 Y

6 6S1.1LD Y 23J0236 N 28 6S1.1LD-LP 51 3,385 2,960 1829 2850 638 1648 - 564 391 1026 411 9/S-421 1/S-833 Y

5 5S2.2W Y 23J0196 N 27 5S2.2W-LP 51 2,272 1,982 1829 1915 333 1062 - 516 457 1187 184 7/S-421 1/S-832 N

5 5S2.1W N 23J0406 N 26 5S2.1W-LP 51 2,567 2,241 1829 2162 449 1168 - 541 457 1187 184 7/S-421 1/S-831 Y

5 5S1.4W Y 23J0036 N 25 5S1.4W-LP 51 2,952 2,579 1829 2486 635 1381 - 470 441 1219 168 9/S-423 1/S-848 Y

5 5S1.3W Y 23J0036 N 24 5S1.3W-LP 51 2,971 2,596 1829 2502 648 1381 - 473 441 1219 168 9/S-423 1/S-847 Y

5 5S1.2W N 23J0266 N 23 5S1.2W-LP 51 3,270 2,858 1829 2753 689 1543 - 521 441 1219 168 9/S-423 1/S-841 Y

5 5S1.1LD Y 23J0236 N 22 5S1.1LD-LP 51 3,385 2,960 1829 2850 638 1648 - 564 391 1026 411 9/S-423 1/S-833 Y

4 4S2.2W Y 23J0196 N 21 4S2.2W-LP 51 2,153 1,877 1829 1815 333 1062 - 419 457 1187 184 5/S-421 1/S-830 N

4 4S2.1W N 24H8626 N 20 4S2.1W-LP 51 1,860 1,620 1829 1568 264 813 - 492 457 1187 184 5/S-421 1/S-829 N

4 4T1.2W N 24H8619 N 19 4S2.0W-LP 51 738 634 1829 625 257 - - 368 457 1187 184 5/S-421 1/S-828 N

3 3S3.1W N 23J0966 N 18 3S3.1W-LP 51 2,180 1,901 1829 1837 359 1122 - 356 457 1187 184 2/S-421 1/S-827 Y

3 3T2.1W* N 23J0956 Y 17

3S3.0W-LP

(END OF WALL) 51 632 541 1829 537 219 - - 318 457 1187 184 2/S-421 1/S-826 Y

3 3S2.1W N 23J0946 N 16 3S2.1W-LP 51 2,501 2,183 1829 2107 478 1238 - 389 457 1187 184 1/S-421 1/S-825 Y

3 3S1.3W Y 23J0036 N 15 3S1.3W-LP 51 2,945 2,573 1829 2480 638 1381 - 460 441 1219 168 9/S-420 1/S-840 Y

3 3S1.2W Y 23J0026 N 14 3S1.2W-LP 51 2,956 2,583 1829 2489 635 1381 - 473 441 1219 168 9/S-420 1/S-818 Y

3 3S1.1W N 23J0076 N 13 3S1.1W-LP 51 3,885 3,399 1829 3270 676 1918 - 676 457 1187 184 9/S-420 1/S-824 Y

2 2T4.1W* N 23J0106 Y 12

3S3.0W-LP

(END OF WALL) 51 696 596 1981 545 227 - - 318 600 1219 162 9/S-420 1/S-823 Y

2 2S4.1W N 23J0066 N 11 2S4.1W-LP 51 2,695 2,354 1829 2270 452 1372 - 443 457 1187 184 8/S-420 1/S-822 Y

2 2T3.1W* N 23J0096 Y 10

2S4.0W-LP

(END OF WALL) 51 675 578 1981 529 221 - - 306 600 1219 162 8/S-420 1/S-821 Y

2 2S3.1W N 23J0056 N

2 2T2.1W* N 23J0086 Y

2S3.1W-LP

(OVER TWO WALLS)

51 1,177 1,019 1981 918 6/S-423 1/S-835 Y

2 2S2.2W N 23J0046 N 8 2S2.2W-LP 51 1,687 1,467 1829 1422 267 895 - 260 457 1187 184 7/S-420 1/S-820 Y

2 2S2.1W Y 23J0206 N 7 2S2.1W-LP 51 2,525 2,204 1829 2127 502 1041 - 584 457 1187 184 7/S-420 1/S-819 Y

2 2S1.4W Y 23J0036 Y 6 2S1.4W-LP¹⁰ 51 2,956 2,583 1829 2489 635 1381 - 473 441 1219 168 6/S-420 1/S-850 Y

2 2S1.3W Y 23J0036 Y 5 2S1.3W-LP¹⁰ 51 2,967 2,593 1829 2499 645 1381 - 473 441 1219 168 6/S-420 1/S-849 N

2 2S1.2W Y 23J0026 Y 4 2S1.2W-LP¹⁰ 51 2,865 2,503 1829 2413 559 1381 - 473 441 1219 168 6/S-420 1/S-817 N

1 1S1.4W N 23J0886 Y 3 1S1.4W-LP¹⁰ 51 3,740 3,273 2108 2731 660 1489 - 581 457 1187 464 4/S-420 1/S-816 N

1 1S1.3W N 23J0876 Y 2 1S1.3W-LP¹⁰ 51 3,794 3,321 2108 2770 687 1556 - 525 457 1187 464 4/S-420 1/S-815 N

1 1S1.2W N 23J0866 Y 1 1S1.2W-LP¹⁰ 51 3,688 3,227 2108 2692 610 1556 - 525 457 1187 464 4/S-420 1/S-814 N

SECTOR WALL BLOCK¹ TYPICAL WALL

ALS RECORD

WALL DWGS²

LEAD PANEL

INSTALLED

LEAD PANEL

INDEX NUMBER

(N) LEAD PANEL

⁻NAME³ ⁴

(N) LEAD

THICKNESS (MM)⁵

(N) LEAD PANEL

WEIGHT (KG)⁶

LEAD WEIGHT

(KG)¹¹

LEAD PANEL

HEIGHT (mm)

LEAD PANEL

WIDTH (mm)

A (mm) B (mm) C (mm)⁹ D (mm) E (mm) F (mm) G (mm)

ELEVATION

No/Sheet

ENLARGED ELEVATION

No/Sheet

FIELD MEASURED

BY ALS

LEAD PANEL TABLE (METRIC UNITS)

DWang5

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

D A

V

ID

S . BLEIM

A N

RE

G

IS

TE

RED

PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

LS

c lo ud /S

T R

_2

1-

6S _L

B N

L A

LS

-U

S to ra ge

R in g_ R

.rv t 4/

/2

:5

1:

A M

S-004LP

LEAD PANEL TABLES IMPERIAL

110034

4N06S306.DWG

TOTAL NUMBER OF PANLES 71

12 12T2.1W2* N 25L2716 Y 71 12T2.1W2-LP¹⁰ 3 3,538 3,181 6' - 11" 2' - 8 1/8" 1' - 5/8" - - 1' - 7 1/2" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 1/S-420 1/S-846 N

12 12S2.2W N 23J0836 Y 70 12S2.2W-LP¹⁰ 3 7,147 6,482 6' - 11" 5' - 4 3/4" 1' - 4 5/8" 2' - 10 1/2" - 1' - 1 5/8" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 1/S-420 1/S-845 N

12 12S2.1W N 23J0826 Y 69 12S2.1W-LP¹⁰ 3 7,896 7,167 6' - 11" 5' - 11 1/2" 1' - 4 1/4" 3' - 6 1/8" - 1' - 1 1/8" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 1/S-420 1/S-844 N

12 12S1.4W N 23J0816 N 68 12S1.4W-LP 3 11,193 10,183 6' - 11" 8' - 5 1/4" 2' - 1 7/8" 4' - 8 1/8" 2' - 4 1/8" 1' - 7 1/4" 1' - 5 3/8" 4' - 0" 1' - 5 5/8" 1/S-420 1/S-813 N

12 12S1.3W N 23J0806 N 67 12S1.3W-LP 3 11,297 10,278 6' - 11" 8' - 6 1/8" 2' - 2" 4' - 8 1/8" 2' - 4 1/8" 1' - 8" 1' - 5 3/8" 4' - 0" 1' - 5 5/8" 1/S-420 1/S-812 N

12 12S1.2W N 23J0796 N 66 12S1.2W-LP 3 11,159 10,151 6' - 11" 8' - 4 7/8" 2' - 1 3/8" 4' - 8 7/8" 2' - 4 1/2" 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 1' - 5 5/8" 1/S-420 1/S-811 Y

12 12S1.1 Y 23J0246 N 65 12S1.1-LP 3 3,458 3,094 1' - 11 1/4" 9' - 4 3/8" 2' - 1 1/4" 5' - 4 7/8" - 1' - 10 1/4" 0' - 11 5/8" - 0' - 11 5/8" 1/S-420 1/S-810 Y

12 12S1.1LD Y 23J0236 N 64 12S1.1LD-LP 3 10,700 9,729 5' - 11 1/2" 9' - 4 3/8" 2' - 1 1/4" 5' - 4 7/8" 2' - 8 1/2" 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 3 3/4" 1/S-420 1/S-810 Y

11 11S2.2W N 23J0756 N 63 11S2.2W-LP 4 12,198 11,034 6' - 11" 6' - 10 7/8" 1' - 8 1/8" 3' - 6 1/8" 1' - 9" 1' - 8 5/8" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 8/S-423 1/S-837 N

11 11S2.1W N 23J0746 N 62 11S2.1W-LP 4 12,493 11,304 6' - 11" 7' - 7/8" 1' - 7 1/4" 4' - 1 1/2" 2' - 3/4" 1' - 4 1/8" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 8/S-423 1/S-836 Y

11 11S1.4W Y 23J0036 N 61 11S1.4W-LP 2 7,505 6,565 6' - 11" 8' - 1 7/8" 2' - 1" 4' - 6 3/8" - 1' - 6 1/2" 1' - 5 3/8" 4' - 0" 1' - 5 5/8" 7/S-423 1/S-843 Y

11 11S1.3W Y 23J0036 N 60 11S1.3W-LP 2 7,592 6,641 6' - 11" 8' - 3" 2' - 2" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 1' - 5 5/8" 7/S-423 1/S-842 Y

11 11S1.2W Y 23J0266 N 59 11S1.2W-LP 2 8,293 7,257 6' - 11" 9' - 1/8" 2' - 2 7/8" 5' - 3/4" - 1' - 8 1/2" 1' - 5 3/8" 4' - 0" 1' - 5 5/8" 7/S-423 1/S-838 Y

11 11S1.1LD Y 23J0236 N 58 11S1.1LD-LP 2 7,462 6,525 6' - 0" 9' - 4 1/4" 2' - 1 1/8" 5' - 4 7/8" - 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 4 1/4" 7/S-423 1/S-833 Y

10 10S2.2W Y 23J0196 N 57 10S2.2W-LP 2 5,009 4,369 6' - 0" 6' - 3 3/8" 1' - 1 1/8" 3' - 5 7/8" - 1' - 8 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 4/S-423 1/S-832 N

10 10S2.1W Y 23J0206 N 56 10S2.1W-LP 2 6,383 5,577 6' - 0" 8' - 0" 1' - 7 7/8" 4' - 3 3/4" - 2' - 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 4/S-423 1/S-834 Y

10 10S1.4W Y 23J0036 N 55 10S1.4W-LP 2 6,483 5,665 6' - 0" 8' - 1 1/2" 2' - 1" 4' - 6 3/8" - 1' - 6 1/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 3/S-423 1/S-840 Y

10 10S1.3W Y 23J0036 N 54 10S1.3W-LP 2 6,558 5,731 6' - 0" 8' - 2 5/8" 2' - 1 5/8" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 3/S-423 1/S-818 Y

10 10S1.2W Y 23J0026 N 53 10S1.2W-LP 2 6,517 5,694 6' - 0" 8' - 2" 2' - 1" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 3/S-423 1/S-839 Y

10 10S1.1LD Y 23J0236 N 52 10S1.1LD-LP 2 7,462 6,525 6' - 0" 9' - 4 1/4" 2' - 1 1/8" 5' - 4 7/8" - 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 4 1/4" 3/S-423 1/S-833 Y

9 9S2.2W Y 23J0196 N 51 9S2.2W-LP 2 5,009 4,369 6' - 0" 6' - 3 3/8" 1' - 1 1/8" 3' - 5 7/8" - 1' - 8 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 1/S-423 1/S-832 N

9 9S2.1W Y 23J0206 N 50 9S2.1W-LP 2 6,371 5,566 6' - 0" 7' - 11 7/8" 1' - 7 7/8" 4' - 3 3/4" - 2' - 1/4" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 1/S-423 1/S-834 Y

9 9S1.4W Y 23J0036 N 49 9S1.4W-LP 2 6,500 5,679 6' - 0" 8' - 1 3/4" 2' - 1" 4' - 6 3/8" - 1' - 6 3/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-422 1/S-840 Y

9 9S1.3W Y 23J0036 N 48 9S1.3W-LP 2 6,550 5,723 6' - 0" 8' - 2 1/2" 2' - 1 1/2" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-422 1/S-818 Y

9 9S1.2W Y 23J0026 N 47 9S1.2W-LP 2 6,525 5,701 6' - 0" 8' - 2 1/8" 2' - 1 1/8" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-422 1/S-839 Y

9 9S1.1LD Y 23J0236 N 46 9S1.1LD-LP 2 7,462 6,525 6' - 0" 9' - 4 1/4" 2' - 1 1/8" 5' - 4 7/8" - 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 4 1/4" 9/S-422 1/S-833 Y

8 8S2.2W Y 23J0196 N 45 8S2.2W-LP 2 5,009 4,369 6' - 0" 6' - 3 3/8" 1' - 1 1/8" 3' - 5 7/8" - 1' - 8 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 7/S-422 1/S-832 N

8 8S2.1W Y 23J0206 N 44 8S2.1W-LP 2 6,354 5,551 6' - 0" 7' - 11 5/8" 1' - 7 7/8" 4' - 3 3/4" - 2' - 0" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 7/S-422 1/S-834 Y

8 8S1.4W Y 23J0036 N 43 8S1.4W-LP 2 6,500 5,679 6' - 0" 8' - 1 3/4" 2' - 1 1/4" 4' - 6 3/8" - 1' - 6 1/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 6/S-422 1/S-840 Y

8 8S1.3W Y 23J0036 N 42 8S1.3W-LP 2 6,567 5,738 6' - 0" 8' - 2 3/4" 2' - 1 3/4" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 6/S-422 1/S-818 Y

8 8S1.2W Y 23J0026 N 41 8S1.2W-LP 2 6,517 5,694 6' - 0" 8' - 2" 2' - 1" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 6/S-422 1/S-839 Y

8 8S1.1LD Y 23J0236 N 40 8S1.1LD-LP 2 7,462 6,525 6' - 0" 9' - 4 1/4" 2' - 1 1/8" 5' - 4 7/8" - 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 4 1/4" 6/S-422 1/S-833 Y

7 7S2.2W Y 23J0196 N 39 7S2.2W-LP 2 5,009 4,369 6' - 0" 6' - 3 3/8" 1' - 1 1/8" 3' - 5 7/8" - 1' - 8 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 4/S-422 1/S-832 N

7 7S2.1W Y 23J0206 N 38 7S2.1W-LP 2 6,354 5,551 6' - 0" 7' - 11 5/8" 1' - 7 7/8" 4' - 3 3/4" - 2' - 0" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 4/S-422 1/S-834 Y

7 7S1.4W Y 23J0036 N 37 7S1.4W-LP 2 6,508 5,687 6' - 0" 8' - 1 7/8" 2' - 1 1/4" 4' - 6 3/8" - 1' - 6 1/4" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 3/S-422 1/S-840 Y

7 7S1.3W Y 23J0036 N 36 7S1.3W-LP 2 6,550 5,723 6' - 0" 8' - 2 1/2" 2' - 1 1/2" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 3/S-422 1/S-818 Y

7 7S1.2W Y 23J0026 N 35 7S1.2W-LP 2 6,517 5,694 6' - 0" 8' - 2" 2' - 1" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 3/S-422 1/S-839 Y

7 7S1.1LD Y 23J0236 N 34 7S1.1LD-LP 2 7,462 6,525 6' - 0" 9' - 4 1/4" 2' - 1 1/8" 5' - 4 7/8" - 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 4 1/4" 3/S-422 1/S-833 Y

6 6S2.2W Y 23J0196 N 33 6S2.2W-LP 2 5,009 4,369 6' - 0" 6' - 3 3/8" 1' - 1 1/8" 3' - 5 7/8" - 1' - 8 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 1/S-422 1/S-832 N

6 6S2.1W Y 23J0206 N 32 6S2.1W-LP 2 6,346 5,544 6' - 0" 7' - 11 1/2" 1' - 7 7/8" 4' - 3 3/4" - 1' - 11 7/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 1/S-422 1/S-834 Y

6 6S1.4W Y 23J0036 N 31 61.4W-LP 2 6,483 5,665 6' - 0" 8' - 1 1/2" 2' - 1" 4' - 6 3/8" - 1' - 6 1/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-421 1/S-840 Y

6 6S1.3W Y 23J0036 N 30 6S1.3W-LP 2 6,550 5,723 6' - 0" 8' - 2 1/2" 2' - 1 1/2" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-421 1/S-818 Y

6 6S1.2W Y 23J0026 N 29 6S1.2W-LP 2 6,517 5,694 6' - 0" 8' - 2" 2' - 1" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-421 1/S-839 Y

6 6S1.1LD Y 23J0236 N 28 6S1.1LD-LP 2 7,462 6,525 6' - 0" 9' - 4 1/4" 2' - 1 1/8" 5' - 4 7/8" - 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 4 1/4" 9/S-421 1/S-833 Y

5 5S2.2W Y 23J0196 N 27 5S2.2W-LP 2 5,009 4,369 6' - 0" 6' - 3 3/8" 1' - 1 1/8" 3' - 5 7/8" - 1' - 8 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 7/S-421 1/S-832 N

5 5S2.1W N 23J0406 N 26 5S2.1W-LP 2 5,659 4,940 6' - 0" 7' - 1 1/8" 1' - 5 3/4" 3' - 10" - 1' - 9 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 7/S-421 1/S-831 Y

5 5S1.4W Y 23J0036 N 25 5S1.4W-LP 2 6,508 5,687 6' - 0" 8' - 1 7/8" 2' - 1" 4' - 6 3/8" - 1' - 6 1/2" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-423 1/S-848 Y

5 5S1.3W Y 23J0036 N 24 5S1.3W-LP 2 6,550 5,723 6' - 0" 8' - 2 1/2" 2' - 1 1/2" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-423 1/S-847 Y

5 5S1.2W N 23J0266 N 23 5S1.2W-LP 2 7,208 6,301 6' - 0" 9' - 3/8" 2' - 3 1/8" 5' - 3/4" - 1' - 8 1/2" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-423 1/S-841 Y

5 5S1.1LD Y 23J0236 N 22 5S1.1LD-LP 2 7,462 6,525 6' - 0" 9' - 4 1/4" 2' - 1 1/8" 5' - 4 7/8" - 1' - 10 1/4" 1' - 3 3/8" 3' - 4 3/8" 1' - 4 1/4" 9/S-423 1/S-833 Y

4 4S2.2W Y 23J0196 N 21 4S2.2W-LP 2 4,747 4,139 6' - 0" 5' - 11 1/2" 1' - 1 1/8" 3' - 5 7/8" - 1' - 4 1/2" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 5/S-421 1/S-830 N

4 4S2.1W N 24H8626 N 20 4S2.1W-LP 2 4,101 3,572 6' - 0" 5' - 1 3/4" 0' - 10 3/8" 2' - 8" - 1' - 7 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 5/S-421 1/S-829 N

4 4T1.2W N 24H8619 N 19 4S2.0W-LP 2 1,628 1,398 6' - 0" 2' - 5/8" 0' - 10 1/8" - - 1' - 2 1/2" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 5/S-421 1/S-828 N

3 3S3.1W N 23J0966 N 18 3S3.1W-LP 2 4,805 4,190 6' - 0" 6' - 3/8" 1' - 2 1/8" 3' - 8 1/4" - 1' - 2" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 2/S-421 1/S-827 Y

3 3T2.1W* N 23J0956 Y 17

3S3.0W-LP

(END OF WALL) 2 1,394 1,193 6' - 0" 1' - 9 1/8" 0' - 8 5/8" - - 1' - 1/2" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 2/S-421 1/S-826 Y

3 3S2.1W N 23J0946 N 16 3S2.1W-LP 2 5,513 4,812 6' - 0" 6' - 11" 1' - 6 7/8" 4' - 3/4" - 1' - 3 3/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 1/S-421 1/S-825 Y

3 3S1.3W Y 23J0036 N 15 3S1.3W-LP 2 6,492 5,672 6' - 0" 8' - 1 5/8" 2' - 1 1/8" 4' - 6 3/8" - 1' - 6 1/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-420 1/S-840 Y

3 3S1.2W Y 23J0026 N 14 3S1.2W-LP 2 6,517 5,694 6' - 0" 8' - 2" 2' - 1" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 9/S-420 1/S-818 Y

3 3S1.1W N 23J0076 N 13 3S1.1W-LP 2 8,566 7,494 6' - 0" 10' - 8 3/4" 2' - 2 5/8" 6' - 3 1/2" - 2' - 2 5/8" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 9/S-420 1/S-824 Y

2 2T4.1W* N 23J0106 Y 12

3S1.0W-LP

(END OF WALL) 2 1,533 1,313 6' - 6" 1' - 9 1/2" 0' - 9" - - 1' - 1/2" 1' - 11 5/8" 4' - 0" 0' - 6 3/8" 9/S-420 1/S-823 Y

2 2S4.1W N 23J0066 N 11 2S4.1W-LP 2 5,942 5,189 6' - 0" 7' - 5 3/8" 1' - 5 7/8" 4' - 6" - 1' - 5 1/2" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 8/S-420 1/S-822 Y

2 2T3.1W* N 23J0096 Y 10

2S4.0W-LP

(END OF WALL) 2 1,488 1,274 6' - 6" 1' - 8 7/8" 0' - 8 3/4" - - 1' - 1/8" 1' - 11 5/8" 4' - 0" 0' - 6 3/8" 8/S-420 1/S-821 Y

2 2S3.1W N 23J0056 N

2 2T2.1W* N 23J0086 Y

2S3.1W-LP

(OVER TWO WALLS)

2 2,594 2,246 6' - 6" 3' - 1/8" 6/S-423 1/S-835 Y

2 2S2.2W N 23J0046 N 8 2S2.2W-LP 2 3,718 3,235 6' - 0" 4' - 8" 0' - 10 1/2" 2' - 11 1/4" - 0' - 10 1/4" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 7/S-420 1/S-820 Y

2 2S2.1W N 23J0116 N 7 2S2.1W-LP 2 5,567 4,860 6' - 0" 6' - 11 3/4" 1' - 7 3/4" 3' - 5" - 1' - 11" 1' - 6" 3' - 10 3/4" 0' - 7 1/4" 7/S-420 1/S-819 Y

2 2S1.4W Y 23J0036 Y 6 2S1.4W-LP¹⁰ 2 6,517 5,694 6' - 0" 8' - 2" 2' - 1" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 6/S-420 1/S-850 Y

2 2S1.3W Y 23J0036 Y 5 2S1.3W-LP¹⁰ 2 6,542 5,716 6' - 0" 8' - 2 3/8" 2' - 1 3/8" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 6/S-420 1/S-849 N

2 2S1.2W Y 23J0026 Y 4 2S1.2W-LP¹⁰ 2 6,317 5,518 6' - 0" 7' - 11" 1' - 10" 4' - 6 3/8" - 1' - 6 5/8" 1' - 5 3/8" 4' - 0" 0' - 6 5/8" 6/S-420 1/S-817 N

1 1S1.4W N 23J0886 Y 3 1S1.4W-LP¹⁰ 2 8,245 7,215 6' - 11" 8' - 11 1/2" 2' - 2" 4' - 10 5/8" - 1' - 10 7/8" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 4/S-420 1/S-816 N

1 1S1.3W N 23J0876 Y 2 1S1.3W-LP¹⁰ 2 8,365 7,321 6' - 11" 9' - 1 1/8" 2' - 3 1/8" 5' - 1 1/4" - 1' - 8 3/4" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 4/S-420 1/S-815 N

1 1S1.2W N 23J0866 Y 1 1S1.2W-LP¹⁰ 2 8,130 7,114 6' - 11" 8' - 10" 2' - 0" 5' - 1 1/4" - 1' - 8 3/4" 1' - 6" 3' - 10 3/4" 1' - 6 1/4" 4/S-420 1/S-814 N

SECTOR WALL BLOCK¹ TYPICAL WALL

ALS RECORD

WALL DWGS²

LEAD PANEL

INSTALLED

LEAD PANEL

INDEX NUMBER

(N) LEAD PANEL

⁻NAME³ ⁴

(N) LEAD

THICKNESS (IN)⁵

(N) LEAD PANEL

WEIGHT (LB)⁶

LEAD WEIGHT

(LB)¹¹

LEAD PANEL

HEIGHT

LEAD PANEL

WIDTH

A B C⁹ D E F G

ELEVATION

No/Sheet

ENLARGED ELEVATION

No/Sheet

FIELD MEASURED

BY ALS

LEAD PANEL TABLE (IMPERIAL UNITS)

LEAD PANEL TABLE NOTES:

1. THE WALL BLOCK COLUMN REFERS TO THE EXISTING

PRECAST CONCRETE WALL DESIGNATION THAT THE LEAD

PANEL IS ANCHORED TO. SEE TYPICAL WALL SECTOR

NAMING CONVENTION ON SHEET S-101LP.

2. THE ALS RECORD WALL DWGS COLUMN REFERS TO THE

ORIGINAL PRECAST WALL SHOP DRAWING FOR REFERENCE.

3. THE (N) LEAD PANEL ASSEMBLY COLUMN IS THE NEW LEAD

PANEL NAMING CONVENTION. SEE ELEVATIONS.

4. THE (N) LEAD PANEL NAMES THAT HAVE A LABEL LEADING

WITH THE SECTOR NUMBER INDICATES THAT THERE IS A

UNIQUE SHOP DRAWING FOR THE ASSEMBLY.

5. THE (N) LEAD THICKNESS COLUMN REFERS TO THE LEAD

THICKNESS NOT INCLUDING THE OUTER STEEL PLATE

CONTAINER.

6. THE (N) LEAD PANEL WEIGHT COLUMN IS THE APPROXIMATE

WEIGHT OF THE LEAD AND OUTER STEEL PLATE

CONTAINER.

7. LEAD PANEL FABRICATOR TO VERIFY DIMENSIONS ON SITE.

8. "*" INDICATES LEAD PANELS INSTALLED ON THE ENDS OF

TRANSITION WALLS.

9. DIMENSION OCCURS AT NEW INTERNALLY THREADED

SLEEVE ANCHORS.

10. EXISTING LEAD PANELS TO BE REPLACED.

11. LEAD WEIGHT IS APROXIMATE AND DOES NOT INCLUDE THE

STEEL CONTAINER.

DWang5

LEAD PANELS ON INSIDE

FACE OF OUTER WALL

VIEW SHOWN WITHOUT ROOF BLOCKS

(E) LEAD PANELS

(GREY)

(N) LEAD PANELS

(GREEN)

RUTHERFORD

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

D A

V

ID

S . BLEIM

A N

RE

G

IS

TE

RED

PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

LS

c lo ud /S

T R

_2

1-

6S _L

B N

L A

LS

-U

S to ra ge

R in g_ R

.rv t 4/

/2

:5

1:

A M

S-006LP

ISOMETRIC VIEW WITHOUT ROOF BLOCKS

110034

4N06S307.DWG

DWang5

VIEW ROTATED CLOCKWISE 120

DEGREES FROM VIEW SHOWN ON S-006

PROPOSED

MODIFICATION TO

PORT 8-3 NOT SHOWN

RUTHERFORD

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

D A

V

ID

S . BLEIM

A N

RE

G

IS

TE

RED

PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

LS

c lo ud /S

T R

_2

1-

6S _L

B N

L A

LS

-U

S to ra ge

R in g_ R

.rv t 4/

/2

:5

1:

A M

S-007LP

ISOMETRIC VIEW WITHOUT ROOF BLOCKS

110034

4N06S308.DWG

DWang5

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

D A

V

ID

S . BLEIM

A N

RE

G

IS

TE

RED

PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

LS

c lo ud /S

T R

_2

1-

6S _L

B N

L A

LS

-U

S to ra ge

R in g_ R

.rv t 4/

/2

:5

1:

A M

S-008LP

ISOMETRIC VIEW WITHOUT ROOF BLOCKS

110034

4N06S309.DWG

DWang5

S-120

S-121

S-122

S-123

(E) COLUMN GRID LINE

(E) PRECAST CONCRETE

OUTER WALL. SEE NOTE 4.

(E) CAST-IN-PLACE

CONCRETE INNER WALL

(E) SHEILDING RING

SECTOR NUMBER

(E) LIFT DOOR

(E) HINGED DOOR

LEGEND

S R

SR10

SR09

SR08

SR07

S R

S R

SR04

SR03

SR02

SR01

S R

STITCH PLATES E.S. OF

PRECAST WALL, SEE S-604LP

1T1.1HD

1S1.4W

FIXED ROOF BLOCKS,

CANNOT BE REMOVED

SEE NOTE 6.

SEE NOTE 7.

SEE NOTE 8.

TRANSITION WALL

SIDE WALL

TRANSITION WALL

SIDE WALL

4S1.1LD

4S1.2W

4T1.1 HD

4T1.2W

4S2.1W

4T2.1LD

4T2.2W

NOTES:

FIRST NUMBER (1 THRU 12) IS THE SECTOR NUMBER.

THE NEXT LETTER "S" OR "T" REPRESENTS "SIDE” OR "TRANSITION" WALL.

THE NEXT NUMBER IS A SEQUENTIAL NUMBERING OF THE WALLS IN

A CLOCK WISE DIRECTION."S” OR "T" SERIES HAVE THEIR OWN SERIES.

ANY FOLLOWING NUMBERING WOULD REPRESENT BLOCK NUMBERS WITHIN

A LINEAR WALL SECTION. BLOCK NUMBERS WOULD BE SHOWN AS ".1". EXAMPLE "4S1.1"

WHEN NO .X NUMBER IS INDICATED, THE DESIGNATION REFERS TO THE ENTIRE LINEAR WALL SECTION.

THE LAST LETTER SEQUENCE WILL DESIGNATE THE TYPE OF WALL SECTION.

HD = HINGED DOOR

LD = LIFT DOOR

W = WALL (OPTIONAL TO USE "W")

TYPICAL WALL SECTOR NAMING CONVENTION

NOTES:

1. SEE ENLARGED PARTIAL PLANS FOR ADDITIONAL INFORMATION NOT NOTED ON THIS PLAN.

2. SEE S-102LP FOR LEAD SHIELDING PLAN AT EXISTING OUTER PRECAST WALLS.

3. SEE S-604LP FOR STITCH PLATE DETAILS AT VERTICAL JOINTS OF PRECAST WALLS LOCATED

BETWEEN EXISTING PRECAST WALL AND NEW LEAD PANELS.

4. ORIGINAL SHOP DRAWINGS FOR THE PRECAST WALL ARE AVAILABLE FROM LBNL FOR

REFERENCE ONLY.

5. HIGH RADIATION ZONES PER ALS FOR REFERENCE.

6. ALS-U PATHWAYS. RETROFIT ON WALL PANEL 1T2.1LD, 1T2.1W, 2S1.1LD AND 2S1.2W CANNOT BE

COMPLETED PRIOR TO THE END OF DARK TIME.

7. ALS-U PATHWAYS. RETROFIT ON WALL PANEL 3S1.3W, 3T1.1HD, 3S2W AND 3T2W CANNOT BE

COMPLETED PRIOR TO THE END OF DARK TIME.

8. ALS-U PATHWAYS. RETROFIT ON WALL PANEL 8T1.1HD, 8S2.1W, 8S2.2W AND 8T2.1LD CANNOT BE

COMPLETED PRIOR TO THE END OF DARK TIME.

SEE ENLARGED PARTIAL

PLANS S-12X FOR WALL

AND PANEL DESIGNATIONS,

TYPICAL

RUTHERFORD

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

D A

V

ID

S . BLEIM

A N

RE

G

IS

TE

RED

PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

LS

c lo ud /S

T R

_2

1-

6S _L

B N

L A

LS

-U

S to ra ge

R in g_ R

.rv t 4/

/2

:5

1:

A M

S-101LP

STORAGE RING SHIELDING FLOOR PLAN

110034

4N06S310.DWG

1/16" = 1'-0" 1

STORAGE RING SHIELDING FLOOR PLAN

NOTE 5.

NOTE 5.

NOTE 5.

DWang5

S R

SR10

SR09

SR08

SR07

S R

S R

SR04

SR03

SR02

SR01

S R

HINGE

DOOR

HINGE DOOR

HINGE

DOOR

HINGE

DOOR

HINGE

DOOR

TYPICAL TRANSITION WALL

TYPICAL SIDE WALL LIFT DOOR

TYPICAL SIDE WALL

HINGE DOOR

HINGE

DOOR

HINGE

DOOR

(E) 3" LEAD

SHIELDING

HINGE

DOOR

HINGE

DOOR

HINGE

DOOR

HINGE

DOOR

BL 10.3.1, 10.3.2

BL 11.3.1

BL 11.0

BL 12.2.1, 12.2.2

BL 12.3.1, 12.3,2

BL 1.4

BL 2.1

BL 3.1

BL 3.2.1, 3.2.2

BL 4.2.2

BL 5.0.1, 5.0.2, 5.0.3

BL 5.3.1, 5.3.2

BL 6.0.2

BL 7.3.1

BL 8.2.1, 8.2.2

BL 8.3.1, 8.3.2

BL 9.0.1

BL 6.1

BL 6.3

BL 7.0

BL 8.0

BL 9.3

BL 10.0

BL 12.0

BL 2.0

LEAD SHIELDING THICKNESS LEGEND

4" THICK

3" THICK

2" THICK

INDICATES LOCATIONS WITH

EXISTING LEAD SHIELDING ON INSIDE

FACE OF OUTER PRECAST WALLS

NOTES:

1. THIS DRAWING IS A DIAGRAMMATIC REPRESENTATION

INDICATING THE THICKNESS OF LEAD SHIELDING ON

THE INSIDE FACE OF THE EXISTING OUTER PRECAST

CONCRETE WALLS. SEE S-101LP FOR INFORMATION

NOT NOTED HERE.

SEE ENLARGED PLANS FOR FLOOR CLIP LAYOUT.

2. ALL NEW LEAD SHIELDING IS ENCASED IN 3/8" THICK

STEEL PLATE ON ONE SIDE.

3. ALL TRANSITION WALLS ARE ASSUMED TO HAVE 4"

THICK LEAD SHIELDING.

4. LEAD SHIELDING AT ALL TRANSITION WALLS IS

ASSUMED TO INCLUDE AN ADDITIONAL 5" THICK BY 12"

TALL LEAD BELLY BAND LOCATED APPROXIMATELY 50"

ABOVE FINISH FLOOR. SEE 2-S102.

5. ALL SIDE WALLS IN SECTORS 1-11 ARE DESIGNED FOR

2" LEAD SHIELDING EXCEPT WHERE NOTED

OTHERWISE.

6. SIDE WALLS IN SECTOR 12 ARE DESIGNED FOR 3" LEAD

SHIELDING.

7. THIS SHEET DOES NOT REFLECT THE LEAD PANELS

AND BELLY BANDS CURRENTLY INSTALLED ONSITE.

THIS SHEET REFLECTS THE WEIGHT OF THE LEAD

PANELS AND BELLY BANDS INCLUDED IN THE SEISMIC

DESIGN.

8. RAW LEAD MUST NOT BE EXPOSED. IN AREAS WHERE

THE PANEL ISN'T PROTECTED BY THE STEEL CASING,

THE LEAD SHALL BE COVERED WITH A WEAR-

RESISTANT COATING.

H E

IG

H

T

B E

LL

Y

B A

N D

THICKNESS

BELLY BAND

EXISTING BELLY BAND, AT INJECTION

AREA. NEW INCREASE IN BELLY BAND

DEPTH NOT IN SCOPE, TO BE INSTALLED

BY ALS-U. NEW 5" THICK X 12" TALL BELLY

BANDS AT ALL TRANSITION WALLS ARE

ASSUMED.

PRECAST CONCRETE WALL

FLOOR

T Y

P

BOTTOM OF LEAD PANEL TO

FLOOR VARIES, SEE NOTE 1.

LEAD SHIELDING

NOTE 1.

DISTANCE FROM BOTTOM OF LEAD PANEL TO FLOOR

VARIES:

a. FOR TRANSITION WALLS WITH EXISTING FLOOR

CLIPS: 12" MIN., VARIES, V.I.F.

b. FOR TRANSITION WALLS WITHOUT EXISTING FLOOR

CLIPS: 0" (FULL HEIGHT PANEL)

c. FOR SIDE WALLS (EXCEPT LIFT DOORS): 24", TYPICAL, U.O.N. 12" MIN., VARIES, V.I.F.

d. FOR SIDE WALL LIFT DOORS: 0" (FULL HEIGHT PANEL)

V A

R

IE

S

RUTHERFORD

C H

E K

E N

E

Structural | Geotechnical

101 Mission Street, Suite 300

San Francisco CA 94105

T 415 568 4400

F 415 618 0684 www.ruthchek.com

Exp.

D A

V

ID

S . BLEIM

A N

RE

G

IS

TE

RED

PROFESS IONAL

ENG

INEER

S T A T E O F C A L I F O R N I A

S T R U C T U R A L

No. 3237

CONSULTING FIRM CONSULTING FIRM CONSULTING A/E FIRM (PROGRESS, ESTIMATE, BID, CONSTRUCTION, CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUEPROFESSIONAL SEAL

PROJECT NO.

DRAWING NO. SHEET

DATE

SCALE

FILE PATH

APPROVED BY

CHECKED BY

DRAWN BY

REMARKSDATEBY

APPR'D

BY

CHECKED

BY

DRAWN

NUMBER

REVISION

LAWRENCE BERKELEY NATIONAL LABORATORY

UNIVERSITY OF CALIFORNIA

FACILITIES DIVISION

ALS ALARA LEAD SHIELDING 04/23/2025NC

JS

DB

AS NOTED

95% FINAL DESIGN

ISSUE FOR BID SET

RADIATION DRAWINGS

03-31-27

A ut od es k D oc s:

//A

LS

c lo ud /S

T R

_2

1-

6S _L

B N

L A

LS

-U

S to ra ge

R in g_ R

.rv t 4/

/2

:5

1:

A M

S-102LP

LEAD SHIELDING THICKNESS PLAN

110034

4N06S311.DWG

1/16" = 1'-0" 1

LEAD SHIELDING THICKNESS PLAN

3/8" = 1'-0" 2

LEAD SHIELDING AT PRECAST

TRANSITION WALLS

N

DWang5

1T1.1HD

1S1.4W

(E) LEAD PANELS TO BE

REMOV…