B08_WRST_159092C_drawings_.pdf

McCARTHY

3 3

CAN.U.S.

HQ.

CHUGACH MOUNTAINS

WRANGELL MO

UNT

AIN

S

NUTZOTIN MOUNTAINS

CHISTOCHINA

GULKANA

GAKONA

GLENNALLEN

COPPER

CENTER

NABESNA

JUNCTION

TONSINA

CHITINA

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AIRPORT

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STRELNA

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MAY CREEK

DAN CREEK

CHITINA RIVER

BR

EM

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MILES LAKE

TONGASS

NATIONAL

FORESTMALASPINA

GLACIER

BAGLEY ICE FIELD

YAHTSE GLACIER

BERING

GLACIER

JEFFERIES

GLA

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MILES GLACIER

MOUNT

ST.ELIAS

MARTIN

RIVER

GLACIER

CAPE

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BAY

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GLACIER

BARNARD

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C

AN

AD

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D

S

TATE

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SEWARD GLACIER

SINONA

LODGE

TO

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TO DELTA

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TO

ANCHORAGE

TO

VALDEZ

TETLIN INDIAN

RESERVATION

KUANE

NATIONAL

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RI

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& FAIRBANKS

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ELIASNATIONAL

PARK&

PRESERVE

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SEA

GULF

OF

ALASKA

BASIC DATA:

SCALE OF MILES

250 0 250

UNESCO

WRANGELL-ST. ELIAS NATIONAL PARK AND PRESERVE

WRST PMIS 159092 C KENNECOTT MINES NATIONAL HISTORIC LANDMARK

KLUANE / WRANGELL- ST. ELIAS / GLACIER BAY / TATSHENSHINI-ALSEK WORLD HERITAGE SITE

LEGEND

PARK BOUNDARY

PARK / PRESERVE / WILDERNESS

CONTIGUOUS BOUNDARY

PAVE ROAD

UNPAVED ROAD

RIVER

PARK HEADQUARTERS

RANGER STATION

AIRPORT / LANDING STRIP

PARK

PARK AND WILDERNESS

PRESERVE

PRESERVE AND WILDERNESS

HQ.

100% FINAL

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

ALASKA REGIONAL OFFICE

TITLE OF DRAWING

COVER

LOCATION WITHIN PARK

KENNECOT

NAME OF PARK

WRANGELL - ST. ELIAS N.P. & PRESERVE

REGION COUNTY STATE

ALASKA ALASKA

DRAWING NO.

80,137A

PMIS/PKG NO.

WRST 159092C

SHEET

OF

SCALE OF MILES

SCALE OF KILOMETERS

15 0 15 30

15 0 15 20 25

1 25

05.24.2019 VOLUME 1

KENNECOTT

PROJECT

LOCATION

ARCHITECTURAL SYMBOLS

WALL TYPE INDICATOR

DOOR ID

GRID/COLUMN LINES

EXTERIOR ELEVATION

DESIGNATION

WINDOW OR LOUVER ID

DETAIL DESIGNATION

INTERIOR ELEVATION DESIGNATION

ELEVATION INDICATORNAME

ELEVATION

XX

DET_NO

SHT_NO

SIM

A101

A101

AFFX'XX" CEILING HEIGHT INDICATOR

XXx

FINISH MATERIAL INDICATORVCT

1 1 KEYNOTE / DEMOLITION

KEYNOTEDETAIL REFERENCE

DESIGNATOR

DET_NO

SHT_NO

SIM

SECTION DESIGNATION

DET_NO

SHT_NO

SIM

0" 3" 6"1"

A

GRID LETTER

GRID NUMBER

DRAWING LETTER / DETAIL NUMBER

1 VIEW NAME 1

A101

SHEET NUMBER

DRAWING / DETAIL DESIGNATOR

ABBREVIATIONS:

AFF ABOVE FINISH FLOOR

BATT BATTEN

BD BOARD

BLDG BUILDING

CENTER LINE

CLR CLEAR

CO CONTRACTOR OFFICER (NPS)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

EA EACH

ELEC ELECTRICAL

GA GAUGE

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GWB GYPSUM BOARD

HMCP HAZARDOUS MATERIALS CONTROL PLAN

INSUL INSULATION

JST JOIST

M.B.M. METAL BUILDING MANUFACTURER

MFR MANUFACTURER

ES EACH SIDE

(E) EXISTING

MFR'D MANUFACTURED

MTL METAL

MECH MECHANICAL

NFS NON-FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

PNL PANEL

PTD PAINTED

PWD PLYWOOD

RD ROUND

SCHED SCHEDULE

STL STEEL

STRUCT STRUCTURAL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

W/ WITH

WD WOOD

A600

EXISTING PHOTOGRAPH

REFERENCE

SHEET

OF

PMIS/PKG NO.

DRAWING NO.

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SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

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Scott A. Bohne

WZ

SB

TM

G001

ABBREVIATIONS,

SYMBOLS LEGEND,

DRAWING INDEX

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION2019.05.24

WRST 159092C

2019.05.24

DRAWING INDEX

VOL-1 COVER SHEET

G001 ABBREVIATIONS, SYMBOLS LEGEND, DRAWING INDEX

G002 PROJECT DESCRIPTION & WORK AREA SCOPE

G003 EXISTING SITE PLAN CONDITION

G004 CONSTRUCTON ACCESS MAP

C101 OVERALL SITE PLAN

C102 CONTRACTOR STAGING LAYDOWN AREAS

S001 GENERAL NOTES & ABBREVIATIONS

S101 LOWER WEST TOWER FLOOR FRAMING PLANS

S102 UPPER WEST TOWER AND ORE BIN FRAMING PLANS

S103 TRAM DECK FLOOR FRAMING PLANS

S104 UPPER MILL ROOF FRAMING PLANS

S201 PHOTOS

S301 ELEVATIONS & SECTIONS

S302 ELEVATIONS & SECTIONS

S303 ELEVATIONS & SECTIONS

S304 ELEVATIONS & SECTIONS

S501 DETAILS

S502 DETAILS

S503 DETAILS

A101 REFERENCE FLOOR PLANS AND SECTION

A102 ROOF PLAN AND DETAILS

A103 LEVEL SEVEN ROOF PLAN

A104 RAISED WALKWAY

A105 EXISTING CONDITIONS PHOTOGRAPHS

PROJECT GENERAL NOTES

1. THE SCOPE OF WORK FOR THE CONTRACT DOCUMENTS FOR THIS PROJECT, INCLUDES VOLUME 1 100% CONSTRUCTION DOCUMENTS KENNECOTT PHASE III MILL BUILDING STABILIZATION, DATED MAY 24, 2019 AND VOLUME 2 - ORE CHUTE STABILIZATION /RECONSTRUCTION, DATED NOVEMBER 21, 2003. FOR THE PURPOSE OF THIS PROJECT, ALL INFORMATION HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED.

2. THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UTILIZING ELECTRONIC DRAFTING

FORMATS OF AUTOCAD 2017 AND REVIT 2017. REFERENCE DIVISION 01 OF THE SPECIFICATION FOR

AVAILABILITY.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AT THE SITE AND /OR BY AS-BUILT

DRAWINGS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. DISCREPANCIES SHALL BE

REPORTED TO THE CONTRACTING OFFICER'S (CO) IMMEDIATELY.

4. DRAWING SCALES THAT ARE INDICATED RELATE TO FULL SIZED DRAWINGS (22 X 34 INCHES).

SCALES WHICH APPEAR ON DRAWINGS OTHER THAN FULL SIZE SHOULD BE PROPORTIONALLY

ADJUSTED.

5. THIS PROJECT INVOLVES THE SELECTIVE DEMOLITION OF EXISTING ASSEMBLIES AND MATERIALS.

CONTRACTOR IS RESPONSIBLE FOR THE CAREFUL REMOVAL OF EXISTING MATERIAL AS MANDATED IN THE DOCUMENT TO PERFORM NEW (N) WORK AS MAY BE REQUIRED TO REINSTALL. CONSULT THE NATIONAL PARK SERVICE (NPS) CONTRACTING OFFICER (CO) PRIOR TO REMOVAL AND STORAGE OF

EXISTING MATERIAL

6. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED FROM GOVERNEMNT FURNISHED FILES

LABELED "AS-BUILTS" AND FROM FIELD OBSERVATIONS, HISTORIC AMERICAN BUILDING SURVEY (HABS) DOCUMENTS, MILL BUILDING TRAM DECK AS-BUILTS; AVAILABLE UPON REQUEST FROM NPS

FOR KNOWN AS-BUILT DIMENSIONAL CONTROLS AND ASSEMBLIES.

7. WORK BY NPS DENOTED AS NOT IN CONTRACT (NIC).

8. ALL REPLACEMENT MATERIAL TO MATCH EXISTING MATERIALS IN-KIND. (REFER TO AS-BUILTS AND

HABS DRAWINGS) CONSULT WITH NPS CO.

9. IT IS THE INTENT OF THIS SCOPE OF WORK AS DESCRIBED HEREIN TO PROVIDE STUCTURAL STABILIZATION AND RESOURCE PROTECTION IMPOVEMENTS, AS WELL AS BALANCE IMPROVEMENT OF WELFARE AND SAFETY WITH THE PRESERVATION OF THE HISTORIC VALUE OF THE MILL BUILDING

AND SITE (RESTORATION AND RECONSTRUCTION). AS DIRECTED BY THE AUTHORITY HAVING

JURISDICTIONS (NATIONAL PARK SERVICE) THIS SCOPE OF WORK HAS BEEN APPROVED PER 2012 INTERNATIONAL EXISTING BUILDING CODE (REF SEC 301, 506 AND CHAPTER 12). WELFARE AND

SAFETY OF DENOTED BUILDINGS-STRUCTURES WHERE TECHNICALLY FEASIBLE AND PRACTICAL.

WHERE TECHNICALLY INFEASIBLE AND/OR IMPRACTICAL, SCOPE OF WORK HAS BEEN PROVIDED

AND APPROVED AT THE DISCRETION OF THE AHJ (NPS) AS ALLOWED PER THE 2012 INTERNATIONAL

EXISTING BUILDING CODE (SECTION 308 & CH 11).

10. GUARDRAILS SHALL BE CONSTRUCTED OF DOUGLAS-FIR-LARCH (NORTH) #2 OR BETTER.

11. REFER TO DIVISION 01 OF THE SPECIFICATIONS FOR THE LIST OF GOVERNMENT (NPS) PROVIDED

MATERIALS.

12. HAZARDOUS MATERIALS:

SAMPLING OF AIRBORNE AND SOIL CONTAMINANTS INDICATE THE PRESENCE OF HAZARDOUS

MATERIALS IN AND AROUND THE MAIN BUILDING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

DEVELOP AND SUBMIT A HAZARDOUS MATERIALS CONTROL PLAN (HMCP) AND SAMPLING AND

ANALYSIS PLAN (SAP) PRIOR TO START UP CONSTRUCTIONS. REFER TO SECTION 01 88 80

HAZARDOUS MATERIALS FOR ADDITIONAL INFORMATION, PROCEDURES AND HAZMAT DISPOSAL

QUANTITIES ASSUMTIONS.

VOLUME 1 - MILL BUILDING STABILIZATION

VOLUME 2 - KENNECOTT ORE CHUTE STABILIZATION/RECONSTRUCTION - DATED NOVEMBER 21, 2003

VOL-2 COVER SHEET

A01 KEY ELEVATION

A02 ELEVATION & DETAILS

S10 GENERAL NOTES AND ABBREVIATIONS

S20 PLAN

S30 BENT ELEVATIONS

S31 BENT ELEVATIONS

S32 BENT ELEVATIONS

S33 BENT ELEVATIONS

S34 LOWER ELEVATION

S35 UPPER ELEVATION

S40 DETAILS

S41 DETAILS

UPPER MILL AREA OF WORK

REFER TO VOLUME 2 -

KENNECOTT ORE CHUTE

STABILIZATION /

RECONSTRUCTION DOCUMENTS

DATED MAY 24

REFER TO VOLUME 1 - KENNECOTT

PHASE 3 MILL BUILDING STABILIZATION -

DATED MAY 24, 2019

UPPER MILL AREA OF WORK

REFER TO VOLUME 1 - KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION - DATED MAY 24, 2019

REFER TO VOLUME 2 -

KENNECOTT ORE CHUTE

STABILIZATION /

RECONSTRUCTION DOCUMENTS

DATED NOVEMBER 21, 2003 UPPER MILL

AREA OF WORK

REFER TO VOLUME 1 - KENNECOTT PHASE 3

MILL BUILDING STABILIZATION

DATED MAY 24, 2019

PROJECT DESCRIPTION

THE OBJECTIVE OF THIS PROJECT IS TO STABILIZE THE UPPER LEVELS (7) OF

THE KENNECOTT MINES MILL BUILDING,(VOLUME 1) WHICH HAVE DETERIORATED

DUE TO DEFFERED MAINTENANCE. THE WORK INCLUDES AN ELEVATED

WALKWAY TO PROVIDE FUTURE ACCESS OVER THE DETERIORATED TRAM DECK.

VOLUME 2 INCLUDES SELECT DEMOLITION AND REBUILD OF THE ORE CHUTE.

THE MILL BUILDING CONTRIBUTES TO THE SITES DESIGNATION AS A NATIONAL

HISTORIC LANDMARK AND ADHERENCE TO THE SECRETARY OF THE INTERIOR'S

STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES IS REQUIRED.

LEVEL 11

142'-10"

LEVEL 10

139'-10"

LEVEL 6

63'-9"

LEVEL 2

12'-3"

LEVEL 9

131'-1"

LEVEL 7D&8

114'-1"

LEVEL 4

38'-9"

LEVEL 5

54'-10"

LEVEL 3

22'-8"

LEVEL 6C

77'-10"

GROUND

0'-0"

LEVEL 1

6'-8"

LEVEL 11

142'-10"

LEVEL 10

139'-10"

LEVEL 6

63'-9"

LEVEL 2

12'-3"

LEVEL 9

131'-1"

LEVEL 7D&8

114'-1"

LEVEL 4

38'-9"

LEVEL 5

54'-10"

LEVEL 3

22'-8"

LEVEL 6C

77'-10"

GROUND

0'-0"

LEVEL 1

6'-8"

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G002

PROJECT DESCRIPTION &

WORK AREA SCOPE

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION2019.05.24

WRST 159092C

2019.05.24

1/32" = 1'-0"G002

1 OVERALL PLAN

1/32" = 1'-0"G002

3 NORTH ELEVATION

1/32" = 1'-0"G002

2 SOUTH ELEVATION

PLAN

NORTH

0" 8' 16' 32'4'0" 8' 16' 32'4'

0" 8' 16' 32'4'

B

1998.15

10020

1998.32

10019

2000.03

10018

2000.23

10017

3_1/2_BC_MSS_770

2042.21

CABLESTORE

0 2080

0 2

6" Spike in Road

CP32030.23

2007-21999.88

Rebar/Alum.

Cap

Stairs

Porch

Old

G E N E R A L M A N A G E R 'S

O F F

IC

E

Overhead Cable, Low

Clearance

CableAnchor

ORE

CA

RT

TRA

CKS

S H E D

O V E R

TR

A C K S

M A

IN

L IN

E

R A

IL R

O A D

TR

A C K S

LOT COR

2083.0

KENNICOTT THREE 2100.63

R O A D

B E D

Concrete Vault

SafeBldg.

Bldg.

Old

C rib b in g

RECONSTRUCT EXISTING UTILIDOR

(SEE DETAIL B/C202)

RECONSTRUCT EXISTING UTILIDOR

(SEE DETAIL B/C202)

RECONSTRUCT EXISTING UTILIDOR

(SEE DETAIL B/C202)

TB-9

TP-10

EXISTING MOUND

REMOVE AND

GRADE TO DRAIN

S T O R A G E

A R E A

A105P4

A105

P5

A105 P6

A105

P1

A105

P13

A105

P12

A105

A105

P3

A105

P3

A105

P7

A105

P2

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G003

EXISTING SITE PLAN

CONDITION

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION2019.05.24

WRST 159092C

2019.05.24

1" = 20'-0"G003

1 EXISTING SITE PLAN

PLAN

NORTH

DN

UP

UP

LEVEL 7C

UP

DN

OF ELEVATOR

SHAFT

BOTTOM

UP

DN

BOTTOM

DN

DN

UP

DN

UP

DN

DN

EXIT C

O N V E Y O R

D E C K

M O

TO

R

H O U S

IN

G

B U

IL

T

(P R O

TE

C T)

DEPTH 6'+

L5

LEVEL 6

EXIT

MANAGER'S

OFFICE

GENERAL

EXIT

LEVEL 7

KEY

PEDESTRIAN ACCESS

EXISTING DECK

EQUIPMENT ACCESS

P R O P E R

TY

LI

N E

IN

C

LI

N E

TR

A C K

B U

IL

T

C A B

LE

FE

N C E

O

RE

C H U

TE

O

RE

C H U

TE

HISTORIC STAIR

HISTORIC INCLINE

SHEET NOTES:

1. PEDESTRIAN ACCESS TO ORE

CHUTE.

2. EQUIPMENT ACCESS TO ORE

CHUTE. CONSULT WITH CO TO

DETERMINE EXACT ROUTE AND

NECESSARY IMPROVEMENTS.

3. PEDESTRIAN ACCESS FROM INSIDE

MILL TO ORE CHUTE.

4. PRIMARY PEDESTRIAN ACCESS TO

NORTH ELEVATION PROJECT AREA

IS THROUGH MILL TO LEVEL 6 OR

LEVEL 7 EXITS.

5. NPS TO CLEAR HATCHED AREA IN

ADVANCE OF CONTRACT TO

PERMIT CONTRACTOR TO ERECT

SCAFFOLD FOR WALL AND

COLUMN REPAIRS.

6. ASSUMED AREA FOR SCAFFOLDING

TO ACCESS NORTH WALL. NPS TO

SUPPLY SCAFFOLDING TO

CONTRACTOR; CONTRACTOR TO

INSTALL.

7. NPS TO CLEAR AND STABILIZE

DECK PRIOR TO START OF

PROJECT.

8. AVOID DISTURBANCE OF HISTORIC

STAIR AND INCLINE

EXISTING

DECK

DN

OF ELEVATO

SHAFT

BOTTOMBOTTOM

LEVEL 6

EXIT

EXIT

LEVEL 7

EXISTING DECK

DN

OF ELEVATO

SHAFT

BOTTOMBOTTOM

LEVEL 6

EXIT

EXIT

LEVEL 7

EXISTING DECK

G004

SCAFFOLDING AREA

HISTORIC CRIBBING

DETERIORATED)

DEPTH 6' +

CO

NV

EY

OR

D

EC

K

MO

TO

R

HO

US

IN

G

BU

ILT

-2

4 (

PR

OT

EC

T)

DECK AT LEVEL 7

LEVEL 7 EXIT

NORTH ELEVATION

SCAFFOLDING

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Checker

TM

G004

CONSTRUCTON ACCESS

MAP

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION2019.05.24

WRST 159092C

2019.05.24

PLAN

NORTH

0' 6" 1' 2'100' 200' 400' 1" = 200'-0"G004

1 CONSTRUCTION ACCESS MAP

1" = 100'-0"G004

2 SCAFFOLDING DIAGRAM - PLAN

1" = 100'-0"G004

3 SCAFFOLDING DIAGRAM - ELEVATION

PLAN

NORTH

0' 6" 1' 2'50' 100' 200'

0' 6" 1' 2'50' 100' 200'

AKM

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION

2019.05.24

WRST 159092C

BSD

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C101

OVERALL SITE PLAN

SCALE: 1" = 100'

C101

OVERALL SITE PLAN

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

FUEL TANKS

AutoCAD SHX Text

UNSTABLE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

LEACHING PLANT

AutoCAD SHX Text

SILK STOCKING ROAD

AutoCAD SHX Text

KENNECOTT GLACIER

AutoCAD SHX Text

POWER HOUSE

AutoCAD SHX Text

MACHINE

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

STORE

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

KENNECOTT GLACIER

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

DAIRY

AutoCAD SHX Text

BARN

AutoCAD SHX Text

TENNIS COURT

AutoCAD SHX Text

REMNANTS OF 100,000 GALLON WATER TANK

AutoCAD SHX Text

APPROXIMATE LIMITS OF CONSTRUCTION

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

CONSTRUCTION ACCESS

AutoCAD SHX Text

CONTRACTOR STAGING AREA. SEE DETAIL 3/C102

AutoCAD SHX Text

MILL BUILDING

AutoCAD SHX Text

ACCESS ROAD

AutoCAD SHX Text

HISTORIC STAIR DO NOT DISTURB

AutoCAD SHX Text

HISTORIC INCLINE DO NOT DISTURB

AutoCAD SHX Text

ORE CART TRACKS DO NOT DISTURB

AutoCAD SHX Text

ACCESS ROAD

AutoCAD SHX Text

FOOT TRAFFIC ONLY

AutoCAD SHX Text

ORE CHUTE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text Q:\22\62780-01\65CAD\Civil\MC16-CS-KENNECOTT-62780.dwg PLOT DATE 2019-5-23 08:57 SAVED DATE 2019-05-23 08:57 USER: rschrank PLOT DATE 2019-5-23 08:57 SAVED DATE 2019-05-23 08:57 USER: rschrank 2019-5-23 08:57 SAVED DATE 2019-05-23 08:57 USER: rschrank 08:57 SAVED DATE 2019-05-23 08:57 USER: rschrank 08:57 SAVED DATE 2019-05-23 08:57 USER: rschrank SAVED DATE 2019-05-23 08:57 USER: rschrank 2019-05-23 08:57 USER: rschrank 08:57 USER: rschrank 08:57 USER: rschrank USER: rschrank rschrank

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text CONTRACTOR STORAGE AREAS: 1. NPS STORAGE AREA ON WEST SIDE OF KENNECOTT RIVER. (SEE 1/C102) NPS STORAGE AREA ON WEST SIDE OF KENNECOTT RIVER. (SEE 1/C102) 2. DESIGNATED AREA AT "DAIRY BARN SITE". (SEE 2/C102) DESIGNATED AREA AT "DAIRY BARN SITE". (SEE 2/C102) 3. ACCESS TO MILL TOWN LIMITED TO 10 MPH. ACCESS TO MILL TOWN LIMITED TO 10 MPH. 4. ACCESS TO TOP OF MILL IS APPROXIMATELY 1 MILE FROM DAIRY BARN. ACCESS TO TOP OF MILL IS APPROXIMATELY 1 MILE FROM DAIRY BARN. 5. STAGING AREAS MUST AVOID ALL HISTORIC FEATURES. ARTIFACTS, IF PRESENT, MAY BE DOCUMENTED BY NPS ARCHAEOLOGIST AND TEMPORARILY REMOVED TO PROVIDE ACCESS. CONSULT NPS CO IF HISTORIC FEATURES ARE DISCOVERED IN PROPOSED STORAGE AREAS.

AutoCAD SHX Text

JUMBO TRAM

AutoCAD SHX Text

BONANZA TRAM

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

ACCESS TO TOP OF MILL

tmullins Highlight

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION

2019.05.24

WRST 159092C

BSD

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C102

CONTRACTOR STAGING/LAYDOWN AREA (WEST SIDE DEVELOPMENT)

NTS

C102

CONTRACTOR STAGING/LAYDOWN AREA (MAINTENANCE YARD)

NTS

C102

CONTRACTOR STAGING

LAYDOWN AREAS

C102

CONTRACTOR STAGING/LAYDOWN AREA (TOP OF MILL BUILDING)

NTS

AutoCAD SHX Text

TRAM TO BONANZA MINE

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CABLE

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STORE

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CONTRACTOR STAGING AREA APPROXIMATELY 600 SF

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PUBLIC ACCESS PATH TO BE MAINTAINED SEE NOTE 1

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MILL BUILDING

AutoCAD SHX Text Q:\22\62780-01\65CAD\Civil\MC16-CS-KENNECOTT-62780.dwg PLOT DATE 2019-5-23 08:56 SAVED DATE 2019-05-23 08:55 USER: rschrank PLOT DATE 2019-5-23 08:56 SAVED DATE 2019-05-23 08:55 USER: rschrank 2019-5-23 08:56 SAVED DATE 2019-05-23 08:55 USER: rschrank 08:56 SAVED DATE 2019-05-23 08:55 USER: rschrank 08:56 SAVED DATE 2019-05-23 08:55 USER: rschrank SAVED DATE 2019-05-23 08:55 USER: rschrank 2019-05-23 08:55 USER: rschrank 08:55 USER: rschrank 08:55 USER: rschrank USER: rschrank rschrank

AutoCAD SHX Text

BATH HOUSE

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CABINS

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UNPAVED RUNWAY

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TREES (TYP.)

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TREES (TYP.)

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FUEL STORAGE

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SHEDS

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LEACH FIELD & SEPTIC

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DAIRY BARN

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BATH HOUSE

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ACCESS ROAD

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OLD SCHOOL

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NHL ENTRY SIGN

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SHUTTLE TURNAROUND

AutoCAD SHX Text McCARTHY

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ROAD

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KENNECOTT - 5 MILES

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NPS SITE

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MILL

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TOWN

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AREA FOR CONTRACTOR (50'X100')

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AREA FOR CONTRACTOR (50'X200')

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1. PRIVATE TOLL BRIDGE APPROXIMATELY 1/2 MILE TO SOUTHEAST.PRIVATE TOLL BRIDGE APPROXIMATELY 1/2 MILE TO SOUTHEAST.

AutoCAD SHX Text McCARTHY

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WAGON RD

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NO ACCESS

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PRIVATE

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TOLL BRIDGE

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1. 6' WIDE PATH TO REMAIN OPEN FOR PUBLIC/NATIONAL PARK SERVICE TO PASS BEYOND CONSTRUCTION EQUIPMENT TO ACCESS MILL AND TRAIL TO NATIONAL CREEK.

AutoCAD SHX Text

1. DO NOT BLOCK VEHICLE ACCESS TO THE ADJACENT PRIVATE LOT.

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

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NORTH

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TRUE

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NORTH

THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE:

CODE:

INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION

PROVISIONS FOR HISTORIC STRUCTURES:

ALL EXISTING OR PREVIOUSLY EXISTING STRUCTURAL MEMBER OR CONNECTION SHALL BE REPLACED WITH LIKE MATERIALS AND SIMILAR CONSTRUCTION METHODS AS THE ORIGINAL/EXISTING CONSTRUCTION. NEW ELEMENTS THAT WERE NOT PART OF THE ORIGINAL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL BUILDING

CODE, 2015 EDITION.

SUBGRADE PREPARATION:

CONSTRUCT FOOTINGS ON FIRM CONSOLIDATED NATIVE SOILS. REMOVE SOILS CONTAINING ORGANICS, WOOD OR OTHER CONSTRUCTION DEBRIS, OR OTHER MATERIALS THAT MAY COMPROMISE SUBGRADE STRUCTURAL INTEGRITY, AND REPLACE WITH COMPACTED GRANULAR FILL. PLACE IN 6" MAXIMUM LIFTS AND COMPACT TO 95%.

DESIGN SOIL PRESSURE:

ALLOWABLE DESIGN SOIL PRESSURES ARE LISTED IN SOILS REPORT DATED NOV 23, 2010, DIVISION 1. PRESSURES VARY WITH FOOTING TYPE, FOOTING WIDTH, AND FOOTING DEPTH. REPRESENTATIVE VALUES ARE AS FOLLOWS:

STRIP FOOTING, 12” WIDE, 12” DEEP – 2000 PSF

STRIP FOOTING, 36” WIDE, 24” DEEP – 4800 PSF

SPREAD FOOTING, 24” SQUARE, 12” DEEP – 2500 PSF

SPREAD FOOTING, 36” SQUARE, 24” DEEP – 3100 PSF

EQUIVALENT LATERAL FLUID PRESSURES:

FOR EXISTING CRIBBING RETAINING WALLS

DEPTH (FEET) PRESSURE (PSF)

2 90 4 170 6 240 8 290 10 335 12 375 14 405 16 435

DESIGN LIVE LOADS

THE LOADING CRITERIA BELOW APPLIES ONLY TO NEW PORTIONS OF THE STRUCTURE THAT WERE NOT PART OF THE

ORIGINAL CONSTRUCTION:

ROOF Pg = 60 PSF, I = 1.0 Ce = 0.9, Ct=1.2, Pf=46 PSF

FLOORS 50 PSF

WALKWAYS 80 PSF

STRUCTURAL STEEL:

ALL STEEL ASTM A36, EXCEPT WIDE FLANGE SECTIONS TO BE ASTM A992, OR A572-50. FABRICATION AND ERECTION PER

AISC SPECIFICATIONS. STEEL TO BE BARE AND UNPAINTED.

WELDING PER AWS D1.1. MINIMUM SIZE WELDS 3/16" CONTINUOUS FILLET. WELDERS CERTIFIED PER AMERICAN WELDING SOCIETY FOR ROD AND POSITION. ELECTRODES SHALL BE E70XX MINIMUM, WITH MINIMUM CHARPY V-NOTCH

TOUGHNESS OF 20 FT-LB AT -20 DEG F.

HIGH-STRENGTH BOLTS PER ASTM A325, HOT DIP GALVANIZED.

WELDING & HOT WORK OF ANY KIND ARE NOT PERMITTED INSIDE THE BUILDING. ALL WELDING OR HOT WORK

PERFORMED ON SITE MUST BE PRE-APPROVED WITH THE NPS CONTRACTING OFFICER.

HISTORICAL WASHERS SHALL BE "MALLEABLE IRON WASHERS" BY PORTLAND BOLT COMPANY OR APPROVED

EQUIVALENT.

GLUED-LAMINATED TIMBER:

BEAMS AND GIRDERS - DOUGLAS FIR SPECIES, COMBINATION 24F-V4 FOR SIMPLE SPANS AND COMBINATION 24F-V8 FOR CONTINUOUS AND CANTILEVER SPANS, Fb = 2400 PSI. FABRICATE PER ANSI/AITC A190.1. PROVIDE WET-USE ADHESIVES.

MOISTURE CONTENT - 19 PERCENT MAXIMUM. SUBMIT SHOP DRAWINGS. TREAT WITH PRESERVATIVE. CAMBER FLOOR

BEAMS L/600 AT MIDSPAN.

STRUCTURAL SAWN LUMBER:

LUMBER VISUALLY GRADED PER WWPA STANDARD GRADING RULES. LUMBER SHALL NOT BE STAMPED. MOISTURE

CONTENT OF LUMBER 2" OR LESS IN THICKNESS - 19 PERCENT MAXIMUM.

BEAMS AND STRINGERS – DOUGLAS FIR - LARCH SPECIES, NO. 2 GRADE OR BETTER, Fb = 875 PSI.

POSTS AND TIMBERS – DOUGLAS FIR - LARCH SPECIES, NO. 2 GRADE OR BETTER, Fc = 700 PSI.

TREAT ALL HEAVY TIMBER (5"x5" OR LARGER) WITH PRESERVATIVE, ACQ-B INCISED, 0.6 PCF RETENTION. USE HOT DIP GALVANIZED MILD STEEL PLATE WASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOD. USE COMMON NAILS ONLY, STAINLESS STEEL. USE STAINLESS STEEL FASTENERS IN ALL PRESERVATIVE TREATED WOOD. ALL VISIBLE

LUMBER TO BE BROWN TREATED.

MISCELLANEOUS:

CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY

AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON

EITHER SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED

CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN

ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD

QUALITY, NOTIFY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK.

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED

SUBJECT TO REVIEW AND APPROVAL BY THE NPS CO.

PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE DESIGN AND IMPLEMENTATION OF SHORING NOT SPECIFICALLY ADDRESSED IN THESE DRAWINGS AND NOT EXPLICITLY UNDERTAKEN BY THE NPS CO IS THE RESPONSIBILITY OF THE CONTRACTOR.

REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES.

SPECIAL INSPECTION:

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SPECIAL INSPECTIONS. SPECIAL INSPECTION REPORTS SHALL BE PROVIDED TO THE NPS CO AND THE ENGINEER. ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS IDENTIFIED BY

THE SPECIAL INSPECTOR SHALL BE REMEDIED PRIOR TO COMMENCING WITH WORK.

PROVIDE THE FOLLOWING SPECIAL INSPECTIONS PER SECTION 1704 OF THE 2015 INTERNATIONAL BUILDING CODE (IBC):

VERIFICATION AND INSPECTION OF SOILS:

1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY:

A. PROVIDE PERIODIC INSPECTION PRIOR TO PLACING FILL OR FOUNDATIONS TO DETERMINE THAT SOILS HAVE BEEN PREPARED IN ACCORDANCE WITH THESE GENERAL NOTES AND THE CIVIL DOCUMENTS. DURING PLACEMENT OF FILL CONFIRM THAT MATERIALS PLACED AND MAXIMUM LIFT COMPLY WITH THESE GENERAL NOTES AND THE

CIVIL DOCUMENTS.

VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION:

1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. ACI 318: 3.5, 7.1-7.7:

A. PERIODIC INSPECTION PRIOR TO CLOSING THE FORMS AND DELIVERY OF CONCRETE TO THE SITE.

B. PERIODIC INSPECTION OF PLACEMENT OF REINFORCING.

C. PERIODIC VERIFICATION OF MILL REPORT FOR MATERIAL.

2. PROVIDE CONTINUOUS INSPECTION OF ANCHOR BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING

PLACEMENT OF CONCRETE.

3. PERIODICALLY VERIFY USE OF REQUIRED DESIGN MIX. ACI 318: CH. 4, 5.2-5.4.

4. CONTINUOUSLY INSPECT DURING THE PLACING OF CONCRETE FOR PROPER APPLICATION TECHNIQUES.

5. OBSERVE THE SAMPLING OF CONCRETE FOR MOULDING TEST SPECIMENS. ASTM C 172, ASTM C 31, ACI 318: 5.6, 5.8:

A. PROVIDE CONTINUOUS INSPECTION DURING THE TAKING OF TEST SPECIMENS FOR SLUMP, AIR

ENTRAINMENT, AND COMPRESSIVE STRENGTH CYLINDERS FOR A MINIMUM OF ONE HOUR AT THE

BEGINNING OF EACH POUR.

6. PERIODICALLY INSPECT FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

ACI 318: 5.11-5.13.

7. PERIODICALLY INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING

FORMED. ACI 318: 6.1.1.

VERIFICATION AND INSPECTION OF DRILLED ANCHORS:

1. ADHESIVE ANCHORS:

A. CONTINUOUSLY INSPECT DURING THE DRILLING AND PLACEMENT IN ACCORDANCE WITH THE ADHESIVE

ANCHOR MANUFACTURER’S ICC EVALUATION SERVICE REPORT.

2. EXPANSION ANCHORS IN CONCRETE:

A. CONTINUOUSLY INSPECT DURING THE DRILLING AND PLACEMENT IN ACCORDANCE WITH THE

EXPANSION ANCHOR MANUFACTURER’S ICC EVALUATION SERVICE REPORT.

3. CONCRETE SCREW ANCHORS:

A. PERIODICALLY INSPECT DURING THE PLACEMENT OF SCREW ANCHORS IN ACCORDANCE WITH THE

SCREW ANCHOR MANUFACTRUER’S ICC EVALUATION SERVICE REPORT.

(A) ABOVE

AB ANCHOR BOLT

A/C ASPHALITC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT, ARCHITECTURAL

@ AT

APPROX APPROXIMATELY

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING MATERIAL

AWS AMERICAN WELDING SOCIETY

& AND

(B) BELOW

B BOTTOM (BEAM AND JOIST SCHEDULES ONLY)

BD BOARD

BITUM BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BOD BOTTOM OF DECK ELEVATION

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C AMERICAN CHANNELS

CB CATCH BASIN

CG CENTER OF GRAVITY

CJ CONSTRUCTION JOINT

CIP CAST-IN-PLACE

CL CENTER LINE

CJP COMPLETE JOINT PENETRATION

CLKG CAULKING

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONCRETE OPENING

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTJ, CJ CONTROL JOINT, CONTRACTION JOINT

CTR CENTER

CTSK COUNTERSUNK

CU CUBIC

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DIA OR Ø DIAMETER

DIAA DRILLED-IN ADHESIVE ANCHOR

DIAB DRILLED-IN ADHESIVE BOLT

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIEB DRILLED-IN EXPANSION BOLT

DIM DIMENSION

DN DOWN

do DITTO

DP DEEP

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

EB EXPANSION BOLT

EF EACH FACE

EXJ EXPANSION JOINT

EL ELEVATION (HEIGHT)

ELEC ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENGR ENGINEER

EOD EDGE OF DECK

EQ EQUAL

EQJ EARTHQUAKE JOINT

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST, (E) EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH, FINISHED

FF FINISHED FLOOR, FAR FACE

FLG FLANGE

FLR FLOOR

FLASH FLASHING

FOS FACE OF STUDS

FRMG FRAMING

FP FIREPROOF, FULL PENETRATION

FS FINISH SLAB ELEVATION, FAR SIDE

FT OR ‘ FOOT, FEET

FTG FOOTING

FUT FUTURE

FV FIELD VERIFY

GA GAUGE, GAGE

GALV GALVANIZED

GEN GENERAL

GIRD GIRDER

GL GLUE LAMINATED

GND GROUND

GR GRADE

GWB GYPSUM WALL BOARD

GYP GYPSUM

HDG HOT DIPPED GALVANIZED

HEF HORIZONTAL EACH FACE

HORIZ HORIZONTAL

HP HIGH POINT, HP STEEL SHAPE

HSB HIGH STRENGTH BOLT

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN OR “ INCH

INCL INCLUDE

INSUL INSULATION, INSULATED, INSULATE

INT INTERIOR

JT JOINT

JST JOIST

K KIP, KIPS

KSI KIPS PER SQUARE INCH

LB OR # POUND

LLBB LONG LEG BACK TO BACK

LLH LONG LEGS HORIZONTAL

LLV LONG LEGS VERTICAL

LONGIT LONGITUDINAL

LP LOW POINT

LSL LONG SLOTTED HOLES

LT LIGHT

LT WT LIGHT WEIGHT

L ANGLE

LVF LOW VELOCITY FASTENERS

LVL LEVEL

M MISCELLANEOUS SHAPE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MISCELLANEOUS CHANNEL SECTION

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MFRG MANUFACTURING

MIN MINIMUM

MISC MISCELLANEOUS

MT STRUCTURAL TEE FROM M SERIES SECTION

MTD MOUNTED

MTL METAL

N NORTH

NDT NON-DESTRUCTIVE TESTING

NF NEAR FACE

NIC NOT IN CONTRACT

No OR # NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OVS OVERSIZED

P/C PRECAST

PERP PERPINDICULAR

PJ PANEL JOINT

PL PLATE (STEEL), PROPERTY LINE

PL PLATE (WOOD)

PLCS PLACES

PLWD PLYWOOD

PP PARTIAL PENETRATION

P/S PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

P/T POST TENSION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

R RADIUS

RD ROOF DRAIN, ROUND

O ROUND

REF REFERENCE

REINF REINFORCING, REINFORCEMENT, REINFORCED

REQD REQUIRED

RO ROUGH OPENING

S AMERICAN STANDARD STEEL SHAPE, SOUTH

SCHED SCHEDULE

SEC- SECTION

SH SHEAR PLATE

SHT SHEET

SHTG SHEETING

SHTHG SHEATHING

SIM SIMILAR

SIP STRUCTURAL INSULATED PANEL

SLBB SHORT LEGS BACK TO BACK

SMS SHEET METAL SCREWS

SP SPIRAL

SPA SPACE, SPACING SPACES

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSL SHORT SLOTTED HOLE

ST STRUCTURAL T FROM S SERIES SECTION

STA STATION

STD STANDARD

STIFF STIFFENED

STIRR STIRRUP

STL STEEL

STRUCT STRUCTURAL

SUP STRUCTURAL USE PANEL

SUPT SUPPORT

SUSP SUSPENDED

SYMM SYMMETRICAL

T TOP

TC TOP OF CURB

T&G TOUNGE AND GROOVE

TEMP TEMPERATURE, TEMPORARY

THK THICK

THRU THROUGH

TOB TOP OF BEAM ELEVATION

TOC TOP OF CONCRETE ELEVATION,

TOP OF CMU ELEVATION

TOF TOP OF FOOTING ELEVATION

TOS TOP OF STEEL ELEVATION

TOW TOP OF WALL ELEVATION

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TS STRUCTURAL TUBE

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UT ULTRASONIC TEST

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERTICAL EACH FACE

VOF VERTICAL OUTSIDE FACE

W WEST, W SERIES SECTION

W/ WITH

W/O WITHOUT

WD WOOD

WH WEEP HOLE

WP WATERPROOF, WORK POINT

WPJ WEAKENED PLANE JOINT

WT WEIGHT, STRUCTURAL TEE FROM W SERIES SECTION

WWF WELDED WIRE FABRIC

YD YARD

TYPICAL ABBREVIATIONS

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GENERAL NOTES &

ABBREVIATIONS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

GENERAL NOTES

N4 N7 N11 N17 N20N1 N3

M

P

R

U

W

Y

BB

CC

DD

EE

FF

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HH

JJ

3 /S301

REPAIR BUMP-

OUT OF (E) WALL

PER 2/S303

(E) ANCHOR CABLE

(E) ANCHOR CABLE

(E) ANCHOR CABLE

LEVEL 8

(E) TIE ROD

50' - 11"

8' - 7" 6' - 5 1/2" 5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3"

7'

1/

2" 6'

1/ 2"

7'

1/

2" 8'

3"

8'

1" 7'

8'

1/ 2"

7'

/4

8'

3/

4" 8'

1/ 2"

7'

1/

2" 8'

1/ 2"

8'

2"

NEW FRAME LINE

/S

1 /S301

S303

/S

S101

S101

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LOWER WEST TOWER

FLOOR FRAMING PLAN

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/8" = 1'-0"1

LEVEL SEVEN-D AND

LEVEL EIGHT FLOOR PLAN NORTH

NOTES:

1. FIELD VERIFY ALL DIMENSIONS.

0 5 10 20 30

NTS2

NORTH WALL PHOTO

NTS3

NORTH WALL PHOTO

P

R

U

W

Y

BB

CC

DD

EE

FF

GG

HH

JJ

3 /S301

(E) 1 3/4x7 1/4

@ 16" OC

(E ) 7

/4 x7

/4

(E ) 7

/4 x7

/4

(E ) 7

/4 x7

/4

(E ) 7

/4 x7

/4

(E ) 7

/4 x7

/4

(E ) 7

/4 x7

/4

(E ) 7

/4 x7

/4

NEW FRAME LINE

(E) ANCHOR CABLE

LEVEL 9

7'

1/

2" 6'

1/ 2"

7'

1/

2" 8'

3"

8'

1" 7'

8'

1/ 2"

7'

/4

8'

3/

4" 8'

1/ 2"

7'

1/

2" 8'

1/ 2"

8'

2"

8' - 7" 6' - 5 1/2" 5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3"

/S

1 /S301

REMOVE SURFACE DEBRIS

& LEVEL (E) ORE IN ORE BIN

TO +/- 1'-0". SEE SECTIONS

/S

(E) SCAFFOLD TO REMAIN

NEW PERMANENT

SCAFFOLD/SUPPORT

S201

N4 N7 N11 N17 N20N1 N3

MM

PP

RR

UU

WW

YY

BBBB

CCCC

DDDD

EEEE

FFFF

GGGG

HHHH

JJJJ

(E)

(E)

(E

(E

(E

(E) TRUSS

(E) TRUSS

(E) TRUSS

(E) TRUSS

(E) TRUSS

(E) 7 3/4x7 3/4

(E)

(E)

REPLACE FLOOR FRAMING

(E) ANCHOR CABLE

NEW

7 1/2x7 1/2

COL

NEW

7 1/2x7 1/2

COL

NEW

7 1/2x7 1/2

COL

NEW

7 1/2x7 1/2

COL

NEW

7 1/2x7 1/2

COL

NEW

7 1/2x7 1/2

COL

LEVEL 10

LEVEL 11

7'

1/

2" 6'

1/ 2"

7'

1/

2" 8'

3"

8'

1" 7'

8'

1/ 2"

7'

/4

8'

3/

4" 8'

1/ 2"

7'

1/

2" 8'

1/ 2"

8'

2"

8' - 7" 6' - 5 1/2" 5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3"

NEW CONT

9 1/4x9 1/4

TO REPLACE

(E) 7 3/4x7 3/4

TYP THIS LINE

NEW CONT

9 1/4x9 1/4

TO REPLACE

(E) 7 3/4x7 3/4

TYP THIS LINE

S501 3 /S302

1 /S302

2 /S302

1 /S303

NEW PERMANENT

SHORING

BELOW DECK

/S

1 /S301

2 /S302

1 /S302

3 /S302

3 /S302

NEW FRAME LINE N

E

W F

R A

M E

N E

W F

R A

M E

N E

W F

R A

M E

N E

W F

R A

M E

N E

W F

R A

M E

/S

NEW PERMANENT

SHORING

BELOW DECK

(E) SHORING

BELOW DECK

TO REMAIN

S201

S201 3

S201

S201

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S102

UPPER WEST TOWER &

ORE BIN FRAMING PLANS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/8" = 1'-0"1

LEVEL NINE FLOOR PLAN

NORTH

1/8" = 1'-0"2

LEVEL TEN AND LEVEL

ELEVEN - WEST FLOOR PLAN

NORTH

NOTES:

1. FIELD VERIFY ALL DIMENSIONS.

NOTE:

FIELD VERIFY ALL DIMENSIONS.

0 5 10 20 30 0 5 10 20 30

N4 N7 N11 N17 N20N3

B

C

D

E

A

F

G

H

I

J

K

M

(E ) 7

3/ 4x

7 3 /4

(E ) 7

3/ 4x

7 3 /4

(E) WALL BELOW

3x8

N21

LEVEL 11

6' - 5 1/2" 5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3" 13' - 7"

/4

1'

9" 8'

0"

2'

/4 " 4'

/4

/4

1' - 1 1/2" 8' - 8 1/2"

10' - 0 1/2"

12' - 6"

16' - 0"

8'

1/

4"

6' - 5 1/2" 5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3" 13' - 7"

SHADED AREA

IS 6'-0" WIDE

WALKWAY

F1

WALKWAY

FRAME

NUMBER

F2

F3

F4

F5

F6

S103

2x12 @ 16" O C

2 - 8 x8

SLEEPERS

S501

S501

2x6

DECKIN

G

2 - 2x12

(E) FRMG TO REMAIN

(E) FRMG TO REMAIN

(E) FRMG TO REMAIN

S201

S201

S201

S502

8' - 9 3

/4"

12'

- 1

1 1/ 4"

12'

- 5

2x12

CANTILEVER

EDGE GLULAMS

WALKWAY FRMG

PER 3/S103 UON

CUT (E) DECKING

AS REQD FOR

WALKWAY FRAME

COLS TYP

2x12

N4 N7 N11 N17 N20

C

D

E F

G

H

I

J

K

M

LEVEL 11-A

5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3"

/4

1'

9" 8'

0"

2'

/4 "4'

/4

/4

4' - 1 3/4"

5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3"

NEW8x8 COL

NEW

8x8 COL

(E) FRMG

TO REMAIN

2' - 6" 7' - 10" 5' - 7" 4' - 8"

S501

S201

CUT (E) DECKING

AS REQD FOR

NEW COLS

6x6

POST

TYP

GL5 1/8x12

2x6

DECKING

G L3

/8 x1

S501

G L3

/8 x1

G L3

/8 x1

G L3

/8 x1

GL5 1/8x12

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S103

TRAM DECK FLOOR

FRAMING PLANS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/8" = 1'-0"1

LEVEL ELEVEN - EAST FLOOR PLAN

1/8" = 1'-0"2

LEVEL ELEVEN - A FLOOR PLAN

NORTH

NORTH

NOTE:

FIELD VERIFY ALL

NOTE:

FIELD VERIFY ALL

0 5 10 20 30

0 5 10 20 30

1/4" = 1'-0"3

TYPICAL WALKWAY FRAMING

LEVEL 11 TRAM DECK WALKWAY NOTES:

1. THE EXISTING TRAM DECK IS BEGINNING TO FAIL AND IS NO

LONGER SAFE TO WALK ON IN SOME LOCATIONS. WALKWAY IS

INTENDED TO PROVIDE A SAFE AND STABLE ACCESS CORRIDOR

ACROSS THE TRAM DECK. WALKWAY IS CONSTRUCTED

INDEPENDNENT OF EXISTING FRAMING SO THAT TRAM DECK CAN FAIL

IN PLACE WITHOUT IMPACTING THE WALKWAY. AS TRAM DECK FAILS

IT COULD BEGIN TO CONTACT WALKWAY BRACING AND THIS SHOULD

BE INSPECTED EVERY SPRING PRIOR TO OPENING THE WALKWAY.

2. WALKWAY SUPPORT FRAMES F1-F6 LOCATIONS ARE APPROXIMATE

AND MAY BE ADJUSTED TO MINIMIZE INTERFERENCE WITH EXISTING

FRAMING AND FOUNDATIONS.

3. MAXIMUM DISTANCE BETWEEN FRAMES 16’-0”.

4. WALKWAY GL BEAMS TO BE DF 24F-V4 GRADE.

5. FRAMING HARDWARE CALLOUTS ARE PER SIMPSON COMPANY.

EQUIVALENT HARDWARE MAY BE SUBSTITUTED. ALL HARDWARE

TO BE G185 ZINC COATED (SIMPSON ZMAX OR EQUIVALENT).

P

R

U

W

Y

BB

CC

DD

EE

FF

GG

HH

JJ

SA

(E) T2

(E) T2

(E) 214066 TRUSS 2

(E) T3 ABOVE

(E) T2

(E) T3 ABOVE

(E) T2

(E) T3 ABOVE

(E) 214066 TRUSS 2

(E) T3 ABOVE

(E) 214066 TRUSS 2

(E) TRUSSES

(E) WOOD TRUSSES

TO REMAIN

3/

8"

7'

1/

2" 6'

1/ 2"

7'

1/

2" 8'

3"

8'

1" 7'

8'

1/ 2"

7'

/4

8'

3/

4" 8'

1/ 2"

7'

1/

2" 8'

1/ 2"

8'

2"

8' - 7" 6' - 5 1/2" 5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3"

3 /S302

1 /S302

2 /S302

1 /S303

/S

1 /S301

2 /S302

1 /S302

3 /S302

3 /S302

/S

HH.5

S201

N4 N7 N11 N17 N20N1 N3

B

B

C

C

D

D

E

E

A

A

F

G

H

I

J

K

M

(E ) 2 x1 2 R

IDGE

(E) 2x12 RIDGE

(E) 2x12 FRAM

ING

2'-0" OC

(E) 2x12 FRAM

ING

2'-0" OC

(E) 2x12 FRAMING

@ 2'-0" OC

N21

/4

1'

9" 8'

0"

2'

/4

4'

/4

/4

8' - 7" 6' - 5 1/2" 5' - 9 1/2" 10' - 4" 9' - 6" 10' - 3" 13' - 7"

39.00°

2 /S304 NEW TRUSS2x10

@ 2'-0" OC

(E) TRAM STATION ROOF

NO WORK IN THIS AREA

2x WOOD DECKING

S502

S502

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CMS

S104

UPPER MILL ROOF

FRAMING PLAN

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/8" = 1'-0"1

ROOF FRAMING PLAN WEST

1/8" = 1'-0"2

ROOF FRAMING PLAN EASTNORTH NORTH

NOTE:

FIELD VERIFY ALL

NOTES:

1. ELEVATIONS NOTED "AFF" IN REFERENCE TO FINISHED LEVEL 11 FLOOR.

2. FIELD VERIFY ALL DIMENSIONS.

0 5 10 20 30 0 5 10 20 30

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S201

PHOTOS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

NTS1

LEVEL 9 PHOTO

NTS2

LEVEL 9 PHOTO

NTS3

LEVEL 9 PHOTO

NTS4

LEVEL 11 PHOTO

NTS5

LEVEL 11 PHOTO

NTS6

LEVEL 11 PHOTO

NTS8

ORE BIN PHOTO

NTS7

TRAM DECK PHOTO

LEVEL 9

131' - 1"

LEVEL 11A

140' - 10"

LEVEL 11

147' - 8"

N7 N20

NEW 9 1/4x9 1/4

REMOVE WOOD DEBRIS &

LEVEL SURFACE OF (E) ORE

6 CU YD EST VOLUME DEBRIS

COVER SURFACE

W/ GEOFABRIC LINER

PER SPEC SECTION 31 05 19

NEW PERMANENT

SHORING BY CONTR

W/ ADJUSTABLE

CONNECTIONS

UNDER FLOOR

(E) SURFACE

PROFILE

2'-6"SQ

TIMBER PAD, TYP

SHORING LOAD: 850 PLF

EA SUPPORT LINE (2-TOTAL)

EXISTING

DETERIORATED TRUSS

ABANDON IN PLACE

NOTE: NEW PERMANENT SCAFFOLD SUPPORT SHOWN IS DIAGRAMATIC IN NATURE. NEW SUPPORT

TYPE AND DESIGN IS BY THE CONTRACTOR SUBJECT TO APPROVAL OF THE NPS CO.

(E) TRUSS

LEVEL 7

104' - 10"

LEVEL 7E & 8

114' - 1"

LEVEL 9

131' - 1"

LEVEL 10

146' - 9"

JJ

BO TRUSS 2

160' - 8"

REPLACE

LVL 10 FLOOR

& FRAMING

IN KIND

LVL 9 & LVL 8

FLOOR FRAMING

TO REMAIN

FIELD VERIFY

2' - 2"

NEW FRAME LINE

ADD BLKG TO LEVEL 8

EXISTING TRUSS/LATTICE

ADDED 2x4 EA SIDE

TRUSS DIAG

3 - 8d NAILS

EA END

10 1/2x10 1/2

TOP

3x7 3/4

EA SIDE

HH.5

REROUTE WALKWAY PER ARCH

(E) SHORING

TO REMAIN

(E) SHORING

REMOVE

AFTER

REPLACING

LEVEL 10

FRAMING

NEW FRAME LINE

SQUASH BLOCKS

ABOVE FLOOR BMS

S503

S503

S503

S503

LEVEL 7

104' - 10"

LEVEL 7E & 8

114' - 1"

LEVEL 9

131' - 1"

LEVEL 10

146' - 9"

N7N11N17N20

BO TRUSS 2

160' - 8"

EQUIP

EXISTING

SOUND

SUPPORT

10x10

SQUASH

BLKG UNDER

NEW COLS

NEW FRAME

LINE

6x6 SLEEPER

W/ 3/8"Ø LAG

BOLT TO

FLOOR DECK

@ 2'-0" OC

6x12

6x12

6x12 6x126x12

6x

6x6 SLEEPER

W/ 3/8"Ø LAG

BOLT TO

FLOOR DECK

@ 2'-0" OC

6x6 SLEEPER

W/ 3/8"Ø LAG

BOLT TO

FLOOR DECK

@ 2'-0" OC

REBUILD

LEVEL 10

FLOOR FRMG

IN KIND

2x4 FLAT

X-BRACING

2-10d NAIL

@ EA COL

TYP

10x10

SQUASH

BLKG UNDER

NEW COLS

S502

S502

S501

REROUTE

WALKWAY

PER ARCH

6x

6x

6x

6x

6x 62x

FL

AT

2x4 FLAT

2x

FL

AT

2x4 FLAT

6x

6x

6x

2x

FL

AT

2x4 FLAT

6x

6x

6x

REBUILD

LEVEL 10

FLOOR FRMG

IN KIND

6x

6x

6x

2x

FL

AT

2x4 FLAT

NEW FRAME LINE

6x

6x

6x

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S301

ELEVATIONS & SECTIONS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/4" = 1'-0"3

ORE BIN SHORING

0 1 2 3 4 5 10 15 1/4" = 1'-0"2

WEST TOWER SECTION (LOOKING NORTH)

1/4" = 1'-0"1

WEST TOWER SECTION (LOOKING WEST)

0 1 2 3 4 5 10 15

0 1 2 3 4 5 10 15

LEVEL 11

147' - 8"

N7 N11 N17 N20

REPLACE 8x8 COL

REPLACE 8x8 COL

REMOVE &

REPLACE FLOOR

DECK & FRAMING

IN KIND

FOR ACCESS

TO PERIMETER

SEE NOTE 5

REMOVE &

REPLACE FLOOR

DECK & FRAMING

IN KIND

FOR ACCESS

TO PERIMETER

SEE NOTE 5

NEW OR (E)

PERMANENT

SCAFFOLD

TEMP SHORING

BY CONTRACTOR

FOR COL REPLACEMENT

S501

SIM

S501

SIM

9'

0" F

V

LEVEL 11

147' - 8"

N7 N11 N17 N20

REPLACE 8x8 COL REPLACE 8x8 COL

REMOVE &

REPLACE FLOOR

DECK & FRAMING

IN KIND

FOR ACCESS

TO PERIMETER

SEE NOTE 5

REMOVE &

REPLACE FLOOR

DECK & FRAMING

IN KIND

FOR ACCESS

TO PERIMETER

SEE NOTE 5

NEW OR (E)

PERMANENT

SCAFFOLD

CONTRACTOR PROVIDE

TEMP SHORING EA SIDE TRUSS

DOWN TO LEVEL 113'

0"

9'

0" F

V

3' - 0" 1' - 7"

REMOVE ALL (E) CRIBBING

AFTER WORK COMPLETE

REPLACE TRUSS MEMBERS

(E)10x10 REMOVE

AND REPLACE

AFTER WORK COMPLETE

TEMP SHORING

BY CONTRACTOR

S501

S501

8x8

8x8

S501

108x8

6x6

6x

S501

SIM

S501

4' - 3"

S501

LEVEL 11

147' - 8"

N7 N11 N17 N20

REPLACE

8x8 COL

REMOVE &

REPLACE FLOOR

DECK & FRAMING

IN KIND

FOR ACCESS

TO PERIMETER

SEE NOTE 5

REMOVE &

REPLACE FLOOR

DECK & FRAMING

IN KIND

FOR ACCESS

TO PERIMETER

SEE NOTE 5

NEW

PERMANENT

SCAFFOLD

CONTRACTOR PROVIDE

TEMP SHORING EA SIDE TRUSS

DOWN TO LEVEL 11 DECK

REPLACE TRUSS MEMBERS & COL

TEMP SHORING

BY CONTRACTOR

2'

0"

3' - 11 3/8"

S501

6x 68x8

8x8

6x6

8x

F V

9'

0" F

V

4' - 3"

S503

S503

S503

S503

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S302

ELEVATIONS & SECTIONS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/4" = 1'-0"3

TRUSS ELEVATION GRID M, P, R

1/4" = 1'-0"1

TRUSS ELEVATION GRID U, & W

1/4" = 1'-0"2

TRUSS ELEVATION GRID Y & BB

0 1 2 3 4 5 10 15 0 1 2 3 4 5 10 15

0 1 2 3 4 5 10 15

SHEET NOTES:

1. TEMPORARY SHORING SHOWN IS DIAGRAMATIC IN NATURE AND NOT INTENDED TO CONVEY A PREFERRED SHORING LOOK OR TYPE.

2. SHORING LOCATIONS ARE SHOWN TO INDICATE WHERE SHORING LOADS CAN BE TRANSMITTED TO (E) FLOOR FRAMING.

3. NEW PERMANENT SCAFFOLD/SUPPORT OF THE LEVEL 11 DECK IS TO BE PROVIDED BEFORE TEMPORARY ROOF SHORING LOADS ARE APPLIED TO

THE LEVEL 11 FLOOR FRAMING.

4. DESIGN OF THE SHORING IS BY THE CONTRACTOR.

5. REMOVE WHOLE DECKING BOARDS WHERE POSSIBLE. IF CUTTING (E) DECKING IS REQUIRED, STAGGER CUTS.

6. ALL DIMENSIONS ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED.

LEVEL 11

147' - 8"

N7 N11 N17 N20

REPLACE

8x8 COL

REMOVE &

REPLACE FLOOR

DECK & FRAMING

IN KIND

FOR ACCESS

TO PERIMETER

SEE S302

NOTE 5

NEW

PERMANENT

SCAFFOLD

TEMP SHORING

BY CONTR

TEMP SHORING

BY CONTRACTOR

6x6

REPLACE COL & DIAG

IN KIND

8x

F V

9'

0" F

V

4' - 3"

S501

S503

FF GG HH JJ

F V

11' - 0" FV

2x6 STUDS

@ 2'-0" OC

REPAIR (E) WALL

REPLACE ALL

(E) WALL STUDS

& ROTTEN SUBFRAMING

REUSE (E) SIDING

TO THE EXTENT POSSIBLE

NEW SIDING TO MATCH (E)

HH.5

SEE ARCH

FOR TOP DETAIL

S502

F V

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CMS

S303

ELEVATIONS & SECTIONS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/4" = 1'-0"1

TRUSS ELEVATION GRID CC

1/4" = 1'-0"2

EXTERIOR WALL REPAIR

0 1 2 3 4 5 10 15 0 1 2 3 4 5 10 15

NOTES:

1. SEE A102 FOR DETAILS.

2. WALL FRAMING STUDS AND SIDING BOARDS IN ACCEPTABLE CONDITION CAN BE REUSED.

3. FIELD VERIFY ALL DIMENSIONS.

LEVEL 9

131' - 1"

LEVEL 11A

140' - 10"

LEVEL 10

146' - 9"

LEVEL 11

147' - 8"

MPRUWYBB

(E) SHORING TO REMAIN

NEW PERMANENT SHORING

BY CONTR W/ ADJUSTABLE

CONNECTIONS UNDER FLOOR

7' - 11 3/4" 8' - 0 3/4" 8' - 1 1/2" 7' - 9 1/2" 8' - 0 1/2" 8' - 2"

LEVEL ORE

& PROVIDE

GEOMEMBRANE

PER 3/S301

LEVEL 11

147' - 8"

N7N11N17N20 17

7'

0"

8x8

8x8

8x8

6x8

8x8 COL W/

PAD AT GRADE

PER2/S501

8x8 COL W/

PAD AT GRADE

PER 2/S501

6' - 3 3/8"4' - 0 5/8"9' - 6"10' - 3"

8'

3/

4" 8'

8"

(E) TRAM DECK & FRMG

NEW ELEVATED WALKWAY

2' - 2"4' - 4"

S503

S502

S502

S502

S502

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Author

S304

ELEVATIONS & SECTIONS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1/4" = 1'-0"1

ORE BIN SECTION - LOOKING NORTH

1/4" = 1'-0"2

NEW TRUSS ELEVATION - LOOKING WEST

0 1 2 3 4 5 10 15 0 1 2 3 4 5 10 15

POST

8x8x2'-9"

L3x3x3/16x2" ES

(2) 1/2"Øx2" LAG SCREWS

(2) 20d TO EACH 3 1/2x11 1/4

(3) , 1/2x11 1/4x3'-0"

LAID FLAT ON COMPACTED

GRANULAR FILL

OVER GEOFABRIC

(E) COL

4 - 1/2" THRU BOLTS

NEW COL STUB

TO MATCH (E)

"B"

. 3 E

Q S

P A

C E

S.

B /3

B /3

2B

EL NOTED IN

PLANS & SCHEDULE

TYP

B\4

(E) DETERIORATED

COL TO REMAIN

NEW COL

L4x4x1/4 EA SIDE

1/2"Ø THRU BOLT TO COL

1/2"x6" LAG BOLT TO 9 1/4x9 1/4

W/ HISTORIC WASHERSLVL 11 FLOOR

NEW 9 1/4x9 1/4

LOCATE SPLICES

AS SHOWN IN PLAN

(E) LVL 11

FRAMING

8" SQ PENETRATION

THROUGH (E) DECK

6x6 SPACER

6' - 0" WALKWAY

2' - 0" 2' - 0" 2' - 0"

2x4 "X" BRACING

EVERY OTHER BAY

EA SIDE

6x

P O

S T

6x

P O

S T

1/2" BOLT

2x4 "X" BRACING

EACH BAY

6"

4 - #12x3 1/2" SCREWS

EA END TYP

GL FRMG

S501

S501

4x12x2'-0"

4x12 FLAT

6x6 POST

L3x3x1/4x0'-5" 2 - 1/2"Øx6" LAG SCREWS

@ 3" OC,

2 - 1/2"Ø BOLTS @ 3" OC

3/ 4"

2 - 1/2"Øx6"

LAG SCREWS

@ 9" OC

GRANULAR SOIL

OVER GEOFABRIC

SUITABLE

FOR BEARING

VALUE OF 1500 PSF

NOTE:

ALL HARDWARE TO BE HOT DIP GALV.

2x4 BRACE

2x6 DECKING

1/2" SPACE

BTWN BOARDS

HU3.25/10.5 HANGERAC6

POST CAP

6"

TOP OF LVL 11

(E) DECK

BRACE

PER

SECTION

6x6 POST

HUC3.25

/10.5

HANGER

GL BM

2x12 JOISTS

GREEN

TREATED

8x8

1/2"Øx3" LAG SCREW

@ 12" OC

COUNTER SINK

2x6 DECKING

4x12 2 - 1/2"Øx6

LAG SCREWS

TO EA JOIST

4"

L3x3x1/4x0'-5" 2 - 1/2"Øx4" LAG SCREWS @ 3" OC TO 8x8, 2 - 1/2"Øx1 1/2" LAG SCREWS

TO JOIST

#8 REBARx4'-0"

@ 2'-6" OC

AND WITHIN 8"

OF END OF 8x8

/2

1' - 3"

STL PL 1/4x10 1/2"x1'-3" EA SIDE

6-5/8"Ø THRU BOLTS TO DEEPER BM

4-5/8"Ø THRU BOLTS TO SHALLOWER BM

SHIM AS REQUIRED

(E) BM

(E) BM1 1/2" 3" 3" 3" 3" 1 1/2"

1/

2" T

Y P

1/

2" T

Y P

D

IS

TA

N

C E

3" E

D G

E

TIMBER COL

(E) COL @ SIM

3/4"Ø THRU BOLT

W/ BEVEL WASHER @ DIAG &

HISTORICAL WASHERS EA END

1 1/4"

6x6 DIAG

NOTCH INTO COL

4"

M A

X 3/

4"

TRUSS MEMBERS

(E) @ SIM

#12 SCREWS EMBED

3" INTO (E) PURLIN

(E) PURLINS & DECK

1/4" STL PL EA SIDE

W/ 2-3/4"Ø THRU BOLTS

W/ HISTORICAL WASHERS

NEW COL

3/4"Ø THRU BOLT

W/ HISTORICAL WASHERS

NOTCH INTO BOT CHORD

NOT REQUIRED @ SIM

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CMS

S501

DETAILS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

1 1/2" = 1'-0"2

TYPICAL POST TO PAD

1 1/2" = 1'-0"1

COLUMN SPLICE DETAIL

3/4" = 1'-0"3

NEW COL OVER TRAM DECK

3/8" = 1'-0"4

WALKWAY FRAME ELEVATION FRAMES F1-F9

1 1/2" = 1'-0"6

WALKWAY DECK FTG

1 1/2" = 1'-0"5

WALKWAY DECK DETAIL

1 1/2" = 1'-0"7

TRAM DECK AT GRADE

3/4" = 1'-0"8

(E) BM TO (E) BM REINF

3/4" = 1'-0"9

DIAG TO COLUMN

3/4" = 1'-0"10

COLUMN TO TRUSS

NOTE:

SEE ARCH FOR HANDRAIL.

(E) LATTICE

TRUSS TYP

1/4" STL PL CLIP

W/ 3/8"Øx6"

LAG SCREW

IN EA LEG

(E) 10 1/2"x12"

SUPPORT BM

6 SECTIONS OF

ANGLED 8x8 BLKG, SOLID UNDER

(E) SUPPORT BM

1 CLIP FOR BLKG

FOR PIECES

LESS THAN 6" LONG

CLIP @ EA END

FOR BLKG PIECES

6" OR LONGER

CENTER LINE

OF NEW FRAME LINE (E) INTACT EXT WALL

(E) WOOD

CROSS BEAMS

CAP/BASE DETAIL

PER ARCH

WOOD SIDING

REUSE (E) SIDING BOARDS

WHERE POSSIBLE

NEW WALL STUDS

SIMPSON A35

MIN 3 AT EA STUD

(E) TIMBERS

WOOD DECKING

(E) DECKING & FRAMING

WOOD JOIST

W/ LUS210 HANGER

2x12 LEDGER W/ 2 - 1/4"Ø

SIMPSON SDS

SCREWS @ 16" OC

TY

P

1/

2"

(E) TRUSS TOP CHORD

WOOD DECKING

(E) WOOD DECKING

& ROOFING

2x JOIST

L3x3x1/4 EA SIDE

W/ 2 - #10 SCREWS

TO 2x JOIST &

1 - 1/2"Ø LAG BOLT

TO (E) TRUSS

NEW ROOFING

PER ARCH

PL 1/4 EA SIDE

6 - 3/4"Ø THRU BOLTS

W/ HISTORICAL

WASHERS

TRUSS

TOP CHORD

3" 6"

6"

6"

4" 6" 6" 3"

6"

TRUSS BOT CHORD

PL 1/4 EA SIDE

3 - 3/4"Ø THRU BOLTS

W/ HISTORICAL WASHERS

TRUSS BOT CHORD

4" 3"

3" 6" 3"

8x8 COL

PL 1/4 EA SIDE

6 - 3/4"Ø THRU BOLTS

W/ HISTORICAL WASHERS

TRUSS

TOP CHORD

3" 6"

6" 3"

4" 6"

6" 3" 2"

2"

TRUSS DIAG

TRUSS

BOT CHORD

3" 6" 6" 3"

PL 1/4 EA SIDE

9 - 3/4"Ø THRU BOLTS

W/ HISTORICAL WASHERS

TRUSS CHORDS

2"

2"

3" 6"

4"

2x DECKING

ROOFING

PER ARCH

2x BLOCKING

BTWN JOISTS

L3x3x3/16

W/ 2 - #10 SCREWS

TO JOIST &

1 - 1/2"Ø LAG BOLT

TO TRUSS

8"

TRUSS TOP CHORD

2x JOIST

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GREG LATREILLE

SE 13870 SHEET

OF

PMIS/PKG NO.

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SUB SHEET NO.DESIGNED:

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CMS

S502

DETAILS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

3/4" = 1'-0"1

BLOCKING AT (E) SUPPORT

3/4" = 1'-0"2

EXTERIOR WALL REPAIR

3/4" = 1'-0"3

NEW DECK TO EXISTING

3/4" = 1'-0"4

NEW ROOF TO EXISTING

3/4" = 1'-0"6

TRUSS CONN

3/4" = 1'-0"7

COL TO TRUSS

3/4" = 1'-0"8

TRUSS CONNECTION

3/4" = 1'-0"9

TRUSS CONNECTION

3/4" = 1'-0"5

TRUSS EAVE

4"

6" 3"

4" 6"

3"

3" 6"

4"

TRUSS CHORD

PL1/4 EA SIDE

W/ 6-3/4"Ø THRU BOLTS

W/ HISTORICAL WASHERS

TRUSS TOP

CHORD

(E) FLOOR FRAMING

(E) FLOOR DECK SOLID BLKG ABOVE BM

NEW FRAME LINE

LAG BOLT @ 2'-0" OC

NEW OR (E) BM

TOE NAIL TO EA BM

STL CLIP

W/ 2-#10 SCREWS

EA LEG

3x7 3/4 EA SIDE

W/ 3-1/2"Ø THRU BOLTS

W/ HISTORICAL WASHERS

EA END

10 1/2x10 1/2

3x7 3/4 DIAG W/ 3-1/2"Ø

THRU BOLTS

W/ HISTORICAL WASHERS

(E) TIMBER COL

PL1/4 EA SIDE W/ 2-1/2"Ø

THRU BOLTS

W/ HISTORICAL WASHERS

10 1/2x10 1/2 BEAM

(E) TIMBER COL

#12 SCREW

3/4"Ø THRU ROD

NOTCH AT BOTH ENDS

1/

4"

TRUSS DIAG

NOTCH INTO

TOP CHORD

TRUSS VERT

1/

4"

TRUSS TOP

CHORD

1"

2"

TRUSS BOT CHORD

TRUSS VERT

NOTCH INTO

BOT CHORD

2 - #12 SCREWS

2" T

YP

1" TRUSS DIAG

3/4"Ø THRU ROD

NOTCH INTO DIAG

COL

TRUSS BOT CHORD

1/

4"

4"

3/4"Ø THRU ROD

NOTCH INTO DIAG

TRUSS BOT CHORD

1/

4"

(E) TRUSS MEMBERS

(E) CROSS TIE

ONE OF BOTH SIDES

NEW COL

PL1/4 EA SIDE

W/ 2 - 3/4"Ø

THRU BOLTS

W/ HISTORICAL WASHERS

3/4"Ø THRU BOLT

W/ HISTORICAL WASHERS

A K

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REG ISTERED S TRUCTURA L ENG I NEER5-24-2019

GREG LATREILLE

SE 13870 SHEET

OF

PMIS/PKG NO.

DRAWING NO.

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SUB SHEET NO.DESIGNED:

CADD

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DATE

TITLE OF

VOLUME 1

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CMS

S503

DETAILS

KENNECOTT PHASE 3 MILL

BUILDING STABILIZATION5/24/2019

WRST 159092C

3/4" = 1'-0"1

TRUSS CONNECTION

3/4" = 1'-0"2

NEW FRAME LINE @ FLOOR

3/4" = 1'-0"3

RECONSTRUCT 10TH LEVEL

3/4" = 1'-0"4

DIAGONAL TO COL

3/4" = 1'-0"5

FRAMING TO COLUMN

3/4" = 1'-0"6

TRUSS CONN

3/4" = 1'-0"7

TRUSS CONN

3/4" = 1'-0"8

TRUSS CONN

3/4" = 1'-0"9

TRUSS CONN

3/4" = 1'-0"10

COL REPLACEMENT

-C

SCREENS

VIBRATING

UP

DN

DN

SCREENS

VIBRATING

UP

FLOOR PLAN LEGEND

(E) EXISTING - NO WORK IN THIS AREA

WORKING AREA - REMOVE AND REPLACE

EXISTING STAIRS, RAILING AND ADJACENT

STRUCTURE IN PREPERATION FOR SHIPS

LADDER INSTALLATION.

* STORE EXISTING STAIRS WHERE

DENOTED

FLOOR PLAN GENERAL NOTES

1. REFERENCE CONCENTRATION MILL KENNECOTT

MINES N.H.L. AS-BUILT DRAWINGS, DATED JUNE 6,

2001, AND MILL BUILDING TRAM DECK AS-BUILTS

KENNECOTT MINES N.H.L. DATED SEPTEMBER 6,

2011 FOR EXISTING CONDITIONS AND

ASSEMBLIES AT DATE OF PLANS. VERIFY AS-

BUILT FLOOR, WALL, & ROOF ASSEMBLY TYPES

FOR REPLACEMENT IN-KIND U.N.O.

2. REFER TO STRUCTURAL FOR EXISTING (E) AND

NEW (N) CONSTRUCTION MEMBERS &

ASSEMBLIES.

3. CAREFULLY REMOVE AND STORE ANY EXISTING

ASSEMBLIES AS NOTED. MATERIALS DEMOLISHED

AS PART OF THE WORK SHALL FOLLOW SECTION

02 41 19 SELECT DEMOLITION OR IF NECESSARY,

SECTION 01880 HAZARDOUS MATERIALS.

4. REFER TO SHEET G001 FOR ARCHITECTURAL

ABBREVIATIONS AND SYMBOLS INFORMATION.

5. ALL INFORMATION AND DIMENSIONS INDICATED

OR IMPLIED ARE TO BE VERIFIED IN FIELD BY THE

CONTRACTOR PRIOR TO CONSTRUCTION.

6. ALL OPENING DIMENSIONS TO ROUGH OPENING

UNLESS OTHERWISE NOTED.

KEY PLANKEY SECTION

A101

NEW SHIPS LADDER

UP

REMOVE 2X DECKING AS

NEEDED TO PERMIT NEW

COLUMNS. STORE DECKING

WITH STAIRS

* EXISTING STAIRS

STORAGE AREA

REMOVE EXISTING STAIRS AND STORE

WHERE INDICATED

A101

NEW SHIPS LADDER

DN

REMOVE EXISTING

STAIR INTACT AND

STORAGE

* EXISTING STAIR

STORAGE

REMOVE EXISTING

STAIR FOR

PLACEMENT OF

NEW SHIPS LADDER

STORE (E) STAIRS

INTACT AT NOTED

LOCATIONS

A105

P11

A104

3 1

/2"

4" STEP WIDTH

4 1/8" RAIL DEPTH

1' - 0"

2' - 0"

SECTION ELEVATION

CONNECTION TO THE BEAM OR

WALL PER SHIPS LADDER

MANUFACTURER OR REFER

STRUCTURAL

(E)…