CAVE 219342Drawings.pdf

G0.1G0.

VOLUME 2 DRAWING PACKAGE

100% Final Construction Documents Package Submitted : 06 / 19 / 2020

19 June 2020 paldrich Text Box

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design Development (Title I) Drawing No: 130/136851 Project Manager:

GENERAL

G0.0 COVER SHEET

G0.1 INDEX OF DRAWINGS / CODES AND REQUIREMENTS

G0.2 ABBREVIATIONS, GENERAL NOTES AND SYMBOLS

G1.0 STAGING PLAN - ELEVATOR SHAFT 1&2 REPAIR

G2.0 STAGING PLAN - ELEVATOR SHAFT 1&2 REPAIR

G3.0 STAGING PLAN - ELEVATOR SHAFT 1&2 REPAIR

STRUCTURAL DRAWINGS

S0.0 GENERAL NOTES ELEVATOR SHAFT 1&2 REPAIR

S0.01 ABBREVIATIONS AND KEYS ELEVATOR SHAFT 1&2 REPAIR

S0.1 ROOF PLANS

S0.2 MECHANICAL ROOM PLANS

S0.3 SECTIONS & DETAILS

S0.4 PIT PLANS & SECTIONS

S0.5 SECTIONS BEAM REINFORCEMENT

S0.6 SECTIONS BEAM REINFORCEMENT

S0.7 SECTIONS ELEVATOR ROOM

S0.8 SECTIONS BEAM REINFORCEMENT

S0.9 PIT SECTIONS CONTINUED

S1.0 EXISTING SHAFT ELEVATIONS

S1.1 EXISTING SHAFT ELEVATIONS

S1.2 EXISTING SHAFT ELEVATIONS

S1.3 EXISTING SHAFT ELEVATIONS

S1.4 EXISTING SHAFT ELEVATIONS

S1.5 EXISTING SHAFT ELEVATIONS

S1.6 EXISTING SHAFT ELEVATIONS

S1.7 EXISTING SHAFT ELEVATIONS

S1.8 EXISTING SHAFT ELEVATIONS

S1.9 EXISTING SHAFT ELEVATIONS

S2.0 EXISTING SHAFT ELEVATIONS

S2.1 EXISTING SHAFT ELEVATIONS

S2.2 NEW SHAFT ELEVATIONS

S2.3 NEW SHAFT ELEVATIONS

S2.4 NEW SHAFT ELEVATIONS

S2.5 NEW SHAFT ELEVATIONS

S2.6 NEW SHAFT ELEVATIONS

S2.7 NEW SHAFT ELEVATIONS

S2.8 NEW SHAFT ELEVATIONS

S2.9 NEW SHAFT ELEVATIONS

S3.0 NEW SHAFT ELEVATIONS

S3.1 NEW SHAFT ELEVATIONS

S3.2 NEW SHAFT ELEVATIONS

S3.3 NEW SHAFT ELEVATIONS

ARCHITECTURAL DRAWINGS

AD.1 DEMOLITION PLAN - CAVE LEVEL

AD.2 DEMOLITION PLANS - LEVEL 3 AND LEVEL 4

A1.1 FLOOR PLANS - CAVE LEVEL AND LEVEL 2

A1.2 FLOOR PLANS - LEVEL 3 AND LEVEL 4

A1.3 ROOF WALL SECTIONS OVER MACHINE ROOM 1 & 2

A1.4 ROOF SYSTEM AND DETAILS

A1.5 ROOF DETAILS

A2.1 REFLECTED CEILING PLAN - LEVEL 3

A3.1 WALL PARTITION TYPES

A3.2 DOOR AND FRAME TYPES, SCHEDULES AND DETAILS

A3.3 INTERIOR ELEVATION AND DETAILS

A4.1 ELEVATORS 1 & 2 GUTTER ELEVATIONS

A4.2 ELEVATORS 3 & 4 GUTTER ELEVATIONS

CODES AND REQUIREMENTS

The following standards, codes, statutory regulations and legislation identify the requirements for this specific project.

• IEBC 2018 International Existing Building Code

ADA Compliance: 2003 ICC/ ANSI A117.1, 2009 (when more restrictive and ABAAS)

• ABAAS Architectural Barriers Act Accessibility Standards

• ASME A17.1-2016/CSA B44-16 Safety Code For Elevator and Escalators

• IMC 2015 International Mechanical Code

• IPC 2015 International Plumbing Code

• NFPA 13 (2017) Standard for the installation of Sprinkler Systems

• NFPA 70 (2017) NEC National Electrical Code 2017

• NFPA 72 (2017) National Fire Alarm And Signaling Code 2017

• NFPA 90A Standard for the Installation of Air-Conditioning and Ventilating Systems

• NFPA 110 (2016) Standard for Emergency and Standby Power Systems

• NFPA 70E Standard for Electrical Safety Requirements for Employee Workplaces

• IECC 2015 International Energy Conservation Code

• National Electrical Manufacturers Association (NEMA) - Various

• UL - Various (Formerly Underwriters Laboratories)

• IEEE Standards (Various)

• EIA/TIA Standards (Various)

• State and Local Codes as required

• Project Management Information System (PMIS) #219342

• National Park Service Denver Service Center Workflows

CODE INTERPRETATIONS**

The Visitor Center Elevator No.'s 1 & 2 are not classified by IBC or to be utilized as evacuation elevators. Based on the understanding and direction of the NPS the installation will not be considered as an official High-Rise Application with travel greater than 120' which would require fire access elevators, however, illumination to the hoistway will be provided as part of the primary electrical upgrade in the hoistway of elevator No.'s 1 & 2 for both maintenance utilization and during rescue operations.

There are no fire sprinklers in either the machine rooms or hoistways. They are not required unless flammable materials are stored in the Machine Room.

** The scope of this project includes renovations to existing rooms and equipment within the facility, no new rooms or occupancy types have been created which would result in increased travel distance or occupancy loads; as such this drawing set does not include life safety drawings.

MECHANICAL DRAWINGS

M1.1 MECHANICAL SYMBOLS & ABBREVIATIONS

M1.2 MECHANICAL FLOOR PLAN LEVEL 3 DEMOLITION

M1.3 MECHANICAL FLOOR PLAN LEVEL 4 DEMOLITION

M2.0 MECHANICAL FLOOR PLAN LEVEL 3

M2.1 MECHANICAL FLOOR PLAN LEVEL 4

M4.0 MECHANICAL SCHEDULES & DETAILS

M4.1 MECHANICAL ELEVATOR DRAIN ISOMETRIC

ELECTRICAL DRAWINGS

E1.1 LEGEND ELECTRICAL

E1.2 GENERAL NOTES - DRAWING

E1.3 ELEVATOR ROOMS DEMOLITION

E1.4 CAVERN, HOISTWAY + TRANSFORMER VAULT DEMOLITION

E2.0 ELEVATOR 1&2 ROOM LIGHTING AND FIRE ALARM

E2.1 ELEVATOR 1&2 ROOM & ROOF POWER AND COMMUNICATIONS

E2.2 CAVERN LIGHTING AND POWER

E3.0 BASEMENT LEVEL POWER & COMMUNICATIONS

E3.1 ELECTRICAL SERVICES ELEVATOR 3 & 4 ROOM

E4.0 ELECTRICAL SCHEDULES

E4.1 SCHEDULES ELECTRICAL PANELBOARD

E4.2 ELECTRICAL ONE LINE SCHEMATIC

E4.3 GENERAL ONE LINE PROGRAMMABLE LOGIC CONTROLLER ONELINE

VERTICAL TRANSPORTATION DRAWINGS

VT1.0 VERTICAL TRANSPORTATION HOISTWAY & PIT PLAN

VT1.1 VERTICAL TRANSPORTATION MACHINE ROOM PLAN

VT1.2 VERTICAL TRANSPORTATION ELEVATOR HOISTWAY SECTION

VT1.3 VERTICAL TRANSPORTATION SECTION THROUGH EXISTING SHAFT

05/29/20

NOT FOR CONSTRUCTION

AS

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VOLUME 2 DRAWING PACKAGE

G0.1

INDEX OF DRAWINGS / CODES

AND REQUIREMENTS

06/19/20

19 June 2020

SYMBOLS LEGEND

Sheet Number

A1.1 Sheet Number

Discipline Code

View Title

View Name 1/4" = 1'-0"

Drawing Scale

Drawing Number

View Title with Reference

A1.1 1/8" = 1'-0"

View Name1

Drawing Scale

Sheet Number

Drawing Number

Exterior Elevations

Sheet Number

A1.1

Position on Sheet

Interior Elevations

Sheet Number

A1.1 Position on Sheet

19 SIM

SIM 19

19 SIM

19 SIM

Building Section

Sheet Number

Position on Sheet

A1.1

SIM

A1.1

SIM

Wall Section

Sheet Number

A1.1

SIM

Position on Sheet

Detail - Section

Sheet Number

Position on Sheet

Detail - Plan/RCP

Sheet Number

Position on Sheet

A1.1

SIM

Drawing Revisions Revision Number

North Arrow

Graphic Scale 0 2' 4' 8'

Column Grid Lines

Column Grid Line1 2

A

B

Level Datum

Level Elevation

Level Name

0' - 0"

LEVEL 01

A1.1

SIM

Spot Elevation

10' - 0"

Spot Elevation

Room Tag

NAME

Room Name

Room Number

CL

Centerline Denotes Centerline of an Object

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE

OF WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

2. REFER TO DEMOLITION DRAWINGS, IF ANY , FOR WORK

REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

3. ALL DIMENSIONS ARE SHOWN TO FINISH FACE OF WALL

UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

COORDINATE WITH SPECIAL FINISHES.

4. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED.

5. ALL FIRE PARTITIONS SHALL BE TIGHTLY SEALED TO THE

UNDERSIDE OF DECK.

6. PENETRATIONS IN FIRE RATED PARTITIONS FOR CONDUIT,

PIPING, CABLE TRAYS, DUCTWORK AND OTHER ITEMS

FORMING OPENINGS SHALL BE FIRE-SAFED PER SPEC

SECTION 07 84 00 REQUIREMENTS WITH APPROPRIATE

"UL- LISTED" ASSEMBLY.

7. SEE SHEETS AD.1, AD.2 FOR DEMOLITION PLANS.

8. SEE SHEETS A1.1, A1.2 FOR FLOOR PLANS.

9. SEE SHEETS A1.4, A1.5 FOR ROOF SYSTEM AND DETAILS.

10. SEE SHEET A2.1 FOR REFLECTED CEILING PLAN.

11. SEE SHEET A3.1 FOR WALL PARTITION TYPES, DETAIL.

12. SEE SHEET A3.2 FOR DOOR AND FRAME TYPES, DETAILS.

13. SEE SHEET A3.2 FOR ROOM FINISH SCHEDULE, DOOR AND

FRAME SCHEDULE.

14. SEE SHEET A3.3 FOR INTERIOR DETAILS.

15. MAINTAIN 2 HOUR RATED ASSEMBLY AT ALL NEW AND

EXISTING WALLS AND FLOORS AT ELEVATOR MACHINE

ROOMS 301 & 302. PROVIDE CONTINUOUS 2 HOUR RATED

CONSTRUCTION THROUGH THE USE OF FIRESTOPPING PER

THE REQUIREMENTS OF SECTION 07 84 00 AT EXISTING OR

PROPOSED PENETRATIONS OR OPENINGS.

06/19/20

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ABBREVIATIONS, GENERAL

NOTES AND SYMBOLS

AB ANCHOR BOLT, AUGER BORING

ABS AIR BREAK SWITCH

AC AIR CONDITIONING, ASBESTOS CEMENT,

ACRES

A/C ASPHALTIC CONCRETE

ACB AIR CIRCUIT BREAKER

ACSR ALUMINUM CONDUCTOR STEEL REINFORCED

ACST ACOUSTIC

AD AREA DRAIN, ACCESS DOOR

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AL ALUMINUM

AM ACOUSTIC MATERIAL

AMP,A AMPERE

AP ACCESS PANEL APPROX APPROXIMATE

ARCH ARCHITECTURAL

ARR ARRESTOR

ASPH ASPHALT

ABBREVIATIONS

B BASELINE

BO BOARD

BEJ BRICK EXPANSION JOINT

BLDG BUILDING

BLK BLOCK

BM BEAM

B BOTTOM

BRG BEARING

BR BOTTOM REGISTER

BSMT BASEMENT

C CELSIUS

CAP CAPACITY

CB CIRCUIT BREAKER

CD CEILING DIFFUSER

CEM CEMENT

CG CORNER GUARD

C&G CURB AND GUTTER

CH CHILLER

CI CAST IRON, COURTYARD INLET

CIP CAST IRON PIPE, CAST IN PLACE

CIR CIRCULATING

CJ CONTROL JOINT

CKT CIRCUIT

CLG CEILING

C CENTERLINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CMU CONCRETE MASONRY UNITS

CND,C CONDUIT

CNDS CONDENSATE

CO CLEANOUT

CODP CLEANOUT W/ DECK PLUG

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

COND CONDUCTOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONV CONVERTER

COP,CU COPPER

CP NON-REINFORCED CONCRETE PIPE

CR CHAIR, CRASH RAIL

CRS STAINLESS STEEL

CS CONCRETE SEALER/SURFACE

CSK COUNTERSUNK

CT CERAMIC TILE, CURRENT TRANSFORMER, COOLING TOWER

CTR CENTER, COOLING TOWER RETURN

CTS COOLING TOWER SUPPLY

CW COLD WATER

CWB CAPILLARY WATER BARRIER

CONTR CONTRACTION

CPT CARPETD DEPTH, DEEP, DEGREE OF CURVATURE

DB DRY BULB, DECIBEL, DIRECT BURIAL

DD DIVERSION DIKE

DET DETAIL

DH DRILL HOLE

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DISTRIBUTION PANEL

DS DOWNSPOUT, STORM DRAINAGE STRUCTURE

DW DOMESTIC WATER

DWG DRAWING

DWD DRINKING WATER DISPENSER

E EAST

EA EACH

EAN EXCEPT AS NOTED

EAT ENTERING AIR TEMPERATURE

EC EMPTY CONDUIT

EF EACH FACE, EXHAUST FAN

EG EXHAUST GRILLE

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMT ELECTRICAL METALLIC TUBING

EMER EMERGENCY

E/P EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

EVAP EVAPORATIVE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

F FIRE, FUSE, FILTER

FA FIRE ALARM FABX FIRE ALARM BOX

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FL FLOOR, FLASHING, FLOW LINE

FLUOR FLUORESCENT

4 WAY FOUR WAY

FPH FROST PROOF HYDRANT

FR FRAME

FS FULL SIZE

FTG FOOTING

FJ FELT JOINT

FW FIRE WATER

FXTR FIXTURE

G GROUND, GAS LINE,GRAM

GA GAGE

GAL GALVANIZED

GC GLAZED COATING

GFI GROUND FAULT INTERRUPT

GFMU GROUND FACE MASONRY UNIT

GL GLASS

GR GRADE

GRD GROUND

GSU GLAZED STRUCTURAL UNIT

GW GROUND WATER

GWB GYPSUM WALL BOARD GYP GYPSUM

HGT,H HEIGHT, HUMIDIFIER

HB HOSE BIBB

HC HANDICAPPED

HD HARD DRAWN

HDW HARDWARE

HGSW HORN GAP SWITCH

HID HIGH INTENSITY DISCHARGE

HORIZ HORIZONTAL

HP HIGH POINT

HPS HIGH PRESSURE SODIUM

HR HOUR

HS HIGH STRENGTH

HW HOT WATER, HEADWALL

HWL HIGH WATER LEVEL

HVY HEAVY

HZ HERTZ

ID INSIDE DIAMETER, INSIDE DIMENSION

IE INVERT ELEVATION

IMC INTERMEDIATE METAL CONDUIT

INT INTERIOR

INSUL INSULATION, INSULATED

INV INVERT

INTX INTERSECTION

IP INLET PROTECTION

IRBF INDUSTRIAL RESIN BASE FLOORING

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JT JOINT

JST JOIST

K KILO

KIAC THOUSAND AMP INTERRUPT CAPACITY

KCP KEENE'S CEMENT PLASTER

KG KILOGRAM

KN KILONEWTON

KO KNOCK OUT

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

L/S LITERS PER SECOND

L LOUVER, LENGTH, LENGTH OF CURVE

LA LIGHTNING ARRESTOR

LC LEAD COVERED

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LAV LAVATORY VERTICAL

LVC LENGTH OF VERTICAL CURVE

M/S METERS PER SECOND

M METER, MEGA

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

ECH MECHANICAL

MET METAL

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MLO MAIN LUG ONLY

MM,mm MILLIMETER

MO MOTOR OPERATED, MASONRY OPENING, MIDDLE ORDINATE

MP MEDIUM PRESSURE

MTD MOUNTED

MTG MOUNTING

MMP MEMBRANE WATERPROOFING

MULL MULLION

N NORTH

NA NOT APPLICABLE

NC NON CORROSIVE

NE NORTHEAST

NDC NOSE DOWN CURB

NEC NATIONAL ELECTRIC CODE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OA OUTSIDE AIR

OC ON CENTER

OCB OIL CIRCUIT BREAKER

OD OUTSIDE DIAMETER OPNG OPENING

OPP OPPOSITE

OSD OPEN SITE DRAIN

OVHD,OH OVERHEAD

Pa PASCALES

P PIPE, POLE

PB PULL BOX

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PJF PREFORMED JOINT FILLER

PL PLATE

PLAS PLASTER

PLNJ PAPER AND LEAD NEOPRENE JACKET

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PRELIM PRELIMINARY

PRESS PRESSURE

PRIM PRIMARY

PRV PRESSURE RELIEF VALVE

PS PULL SWITCH

PT POINT, POINT OF TANGENT

PTN PARTITION

PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE .

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT PVMT PAVEMENT

QT QUARRY TILE

R RADIUS, RISER, RUBBER SHEATH

RA RETURN AIR

RAD RADIUS

RB RESILIENT VINYL BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN, ROAD

RECP RECEPTACLE

RED REDUCING

REINF REINFORCEMENT

REG REGULATOR, REGISTER

REQD REQUIRED

REV REVISION

RF ROOF, RETURN FAN

RHC REHEAT COIL

RI RUBBER INSULATED

RGS RIGID GALVANIZED STEEL

RL RAIN LEADER

RM ROOM

RPM REVOLUTIONS PER MINUTE

RVT RESILIENT VINYL TILE

S SECOND, SOUTH, SANITARY, SEWER, STRUCTURE

SAN SANITARY SEWER

SATC SUSPENDED ACOUSTICAL TILE CEILING

SCH SCHEDULE

SD SPLITTER DAMPER, STORM DRAIN

SE SOUTHEAST

SECT SECTION SERV SERVICE SF SILT FENCE

SG SUPPLY GRILLE

SH SHEET

SIM SIMILAR

1 PH SINGLE PHASE

SKCP SUSPENDED KEENE'S CEMENT PLASTER

SL SLOPE

SMH SANITARY MODULE

SP STATIC PRESSURE, SINGLE POLE

SPC SUSPENDED PLASTER CEILING

SPDT SINGLE POLE, DOUBLE THROW

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SQ SQUARE

SR SUPPLY REGISTER

SS SANITARY SEWER

ST STEAM, SINGLE THROW, STREET

STA STATION STD STANDARD

STL STEEL SUP SUPPORT

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH, SIDEWALK

SWBD SWITCHBOARD SWGR SWITCHGEART TILE,TOP,TANGENT

T&B TOP AND BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

3/C THREE CONDUCTOR

3/P THREE POLE

3 WAY THREE WAY

TH TOTAL HEAD (PUMPS)

THRSLD THRESHOLD

TO TOP OF

TP TEST PIT

TR TOP REGISTER

TRANS TRANSITION

TS TOP OF STEEL, TOP OF STONE, TOP OF SLAB

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UCR UNDER COUNTER REFRIGERATOR

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

V VENT,VOLT,VALVE

VA VOLT AMPRE

VAC VACUUM

VCT VINYL COMPOSITION TILE

V ASB VINYL ASBESTOS

VC VARNISH CAMBRIC, VITRIFIED CLAY

VCP VITRIFIED CLAY PIPE

VENT VENTILATING

VERT VERTICAL

VEST VESTIBULE

VPI VERTICAL POINT OF INTERSECTION

VPOC VERTICAL POINT OF CURVE

VPOT VERTICAL POINT OF TANGENT

VS VENT STACK

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDTH,WASTE,WATER,WATT,WEST

W WIRE, WATER LINE STRUCTURE

WA WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WD WIDTH, WINDOW DIMENSION

WOM WALK OFF MATT

WL WATER LEVEL WP WATERPROOF, WEATHERPROOF

WS WASTE STACK, WATER SURFACE, WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

X-STR UNIT HEATER

2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE

1 ON 2 1 VERTICAL ON 2 HORIZONTAL SLOPE

DEFLECTION ANGLE

Ø DIAMETER, PHASE

STOP

ONE

WAY

STRAWBERRY

CACTUS

OCOTILLO

10"

E

TJBX

GP

GP

SH

SH

SH

SH

SH

SH

SH

M

STOP

ONE

WAY

STRAWBERRY

CACTUS

OCOTILLO

10"

E

TJBX

GP

GP

SH

SH

SH

SH

SH

SH

SH

M

CONTRACTOR STAGING AREA

APPROX LOCATION OF

ELEVATORS 1&2 AND

ELEVATORS 3&4

MAINTAIN ACCESS

FOR EMERGENCY

AND PARK VEHICLES

NOT FOR CONSTRUCTION

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STAGING PLAN - ELEVATOR

SHAFT 1 & 2 REPAIR

STAGING AREAS

G1.0

NOT TO SCALE

VOLUME 2 DRAWING PACKAGE

CONTRACTOR STAGING / WORK AREA

GENERAL NOTES:

1. VEHICLE FUELING IS NOT ALLOWED IN THE PARK.

PROTOCOL FOR FUELING LARGE EQUIPMENT WILL NEED

TO COORDINATED WITH CONTRACTING OFFICER.

CONTRACTOR TO PROVIDE TEMPORARY 6'

HIGH CHAIN-LINK FENCE AT PERIMETER OF

STAGING AREA COORDINATE WITH

CONTRACTING OFFICER. CONTRACTOR TO

INSURE THAT FENCING IS TEMPORARILY

SECURED IN PLACE WITH SAND BAGS, ETC.

TO PREVENT IT FROM BEING BLOWN OVER,

COMPROMISED BY PARK VISITORS, ETC.

CONTRACTOR TO PROVIDE

TEMPORARY 6' HIGH CHAIN-

LINK FENCE AT PERIMETER

OF STAGING AREA

COORDINATE WITH

CONTRACTING OFFICER.

05/29/2006/19/20

5'-41_

1 _ 2

1 _ 2

1 _ 4

1 _ 4

3 _ 4

10'-11_ " 4'-2"

8"

10'-81_

8"8"101_

6'-71_

81_ "1'-6"

1 _ 2

1 _ 2

6'-61_

1 _ 2

1 _ 2

3 _ 4

1 _ 2

7'-11_ " 6'-01_

1'-61_

41'-03_

3'-10"

6'-71_

81_

E

D

6 7

ELEV.#1

ELEV.#2

ELEV.#3

ELEV.#4

RIDE OUT

LOBBY

EXISTING

SERVICE LOBBY

RIDE

IN

LOBBY

EXISTING

CAVE WALLS

EXISTING

CONC WALLS

CONTRACTOR STAGING / WORK AREA

GENERAL NOTES:

CONTRACTOR IS

RESPONSIBLE FOR

CONSTRUCTION ZONE

ACCESS AND EGRESS

CONTRACTOR TO PROVIDE

TEMPORARY CONSTRUCTION

PARTITION FOR SAFETY

CONTRACTOR STAGING /

WORK AREA

NOT FOR CONSTRUCTION

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G2.0

STAGING PLAN - ELEVATOR

SHAFT 1 & 2 REPAIR

ELEVATOR SHAFT STAGING AREA AT CAVE LEVEL

G2.0

1/4" = 1'-0"

78 5 05/29/20

1. CONTRACTOR TO VERIFY AN NPS CULTURAL RESOURCES

MONITOR WILL BEEN TO BE ON-SITE WHEN DEMOLITION

OCCURS AT CULTURAL RESOURCES, LIMITED TO DEMOLITION

AT EXISTING WALL PENETRATION FOR NEW ACCESS PANEL

AT CAVE LEVEL ELEVATOR SERVICE LOBBY ROOM L01 AND

THE ORIGINAL GUTTERS INSIDE ELEVATOR SHAFT.

115116117

STAIRST

AUDIO

PICK-UP

ELEV.#4

ELEV.#3

MECH.

ROOM

DO-RIGHT

ORIENTATION

ELEV.#1

ELEV.

#2

FIRST

AID

FIRST

AID

RESTROOM

DATA

CAVING

STORAGE

CAVING

STORAGE

ST.

CONTRACTOR NOTE:

1 ANTICIPATED WORK PLATFORM FOR ABATEMENT

AND COATING OF STEEL AT TOP AND BOTTOM OF

SHAFT IS EXISTING ELEVATOR CARS.

2 ANTICIPATED WORK PLATFORM FOR REMAINING

STEEL WORK IS NEW FALSE CAR. FOR EXISTING

STEEL BEAM AND RAIL REMOVAL AND NEW STEEL

BEAM INSTALLATION. FALSE CAR IS ANTICIPATED

WORK PLATFORM FOR NEW RAIL INSTALLATION

AS WELL.

3 CONTRACTOR SHALL INSTALL TEMPORARY NETTING

OR PLATFORM TO PREVENT ROCK SPOILS FROM

BEAM BRG POCKETS FROM FALLING DOWN SHAFT.

4 CONTRACTOR IS RESPONSIBLE FOR THE COST

OF ALL REPAIRS TO ELEVATOR MECHANICAL

EQUIPMENT THAT IS THE RESULT OF THE FAILURE

TO PROTECT THE EQUIPMENT DURING THE WORK.

5 VISITOR CENTER ELEVATION = +(1'-1")

FIRST FLOOR CONTRACTOR ACCESS

PROVIDE FULL CAR PROTECTION FOR ELEVATORS 1 AND 2

FOR PERSONNEL, TOOL AND EQUIPMENT TRANSPORT AS

DESCRIBED IN SECTION 01 50 00. ELEVATORS 1 & 2 MAY BE

USED FOR TRANSPORT OF SUPPLIES AND EQUIPMENT

FROM 7:30 TO 8:30 AM AND FROM 5:00 PM UNTIL FACILITY

CLOSING UNLESS OTHERWISE COORDINATED WITH THE

CONTRACTING OFFICER. CONTRACTOR PERSONNEL

TRANSPORT IS PERMITTED AT OTHER TIMES BUT NO

TOOLS OR EQUIPMENT CAN BE TRANSPORTED IN

ELEVATORS 3 & 4 BETWEEN 8:30 AM TO 5:00 PM.

CONTRACTOR TO PROVIDE

TEMPORARY CONSTRUCTION

PARTITION FOR SAFETY

CONTRACTOR STAGING /

WORK AREA

CONTRACTOR STAGING /

WORK AREA

THIS DOOR HAS 3'-11" X 6'-11"

CLEAR OPENING

THIS DOOR HAS 2'-11" X 6'-11"

CLEAR OPENING

CONTRACTOR IS RESPONSIBLE

FOR CONSTRUCTION ZONE

ACCESS AND EGRESS

CONTRACTOR IS

RESPONSIBLE FOR

CONSTRUCTION ZONE

ACCESS AND EGRESS

CONTRACTOR TO PROVIDE

TEMPORARY CONSTRUCTION

PARTITION FOR SAFETY

7' - 8"+-

4' - 0"

CONTRACTOR STAGING / WORK AREA

CONTRACTOR TRANSPORT OF SUPPLIES

AND EQUIPMENT AREA

06/19/20

AS

BF

AS

KEY PLAN

VOLUME 2 DRAWING PACKAGE

G3.0

STAGING PLAN - ELEVATOR

SHAFT 1 & 2 REPAIR

ELEVATOR SHAFT STAGING AREA AT VISITOR CENTER LEVEL

AREA DEPICTED FOR

ELEVATOR 1 & 2 AND 3 & 4

G3.0

1/4" = 1'-0"

VOLUME 2 DRAWING PACKAGE

ELEV SHAFT 1&2 REPAIR

S0.0

GENERAL NOTES

78 7

ELEV SHAFT 1&2 REPAIR

S0.01

ABBREVIATIONS AND KEYS

78 8

S0.1

ROOF PLANS

78 9

PLANS

S0.2

MECH ROOM

DETAILS

S0.3

SECTIONS &

78 11

& SECTIONS

S0.4

PIT PLANS

78 12

BEAM REINFORCEMENT

S0.5

SECTIONS

S0.6

ELEVATOR ROOM

S0.7

S0.8

CONTINUED

S0.9

PIT SECTIONS

ELEVATIONS

S1.0

EXISTING SHAFT

S1.1

78 19

S1.2

78 20

S1.3

S1.4

78 22

S1.5

S1.6

78 24

S1.7

S1.8

S1.9

78 27

S2.0

S2.1

78 29

S2.2

NEW SHAFT

78 30

S2.3

S2.4

78 32

S2.5

78 33

S2.6

78 34

S2.7

78 35

S2.8

78 36

S2.9

78 37

S3.0

78 38

S3.1

78 39

S3.2

78 40

S3.3

78 41

ELEV.#1

ELEV.#2

ELEV.#3

ELEV.#4

E

D

6 7

PARTIAL DEMO OF EXISTING WALL

FOR NEW ACCESS PANEL

CONTRACTOR TO FIELD VERIFY WALL

OPENING LOCATION AT ELEVATOR

SHAFT SIDE TO FIT IN EXISTING

LEDGE WIDTH AND THERE ARE NO

WALL ITEMS RELATED TO MEP AND

STRUCTURE BEFORE DEMOLITION

SERVICE

LOBBY

L01

REMOVE EXISTING DOOR

REMOVE EXISTING

ELEVATOR PIT LADDER

F

IE

L D

V E

R

IF

Y

'-1

/2

EXISTING LEDGE

L E

D G

E W

ID

T

H

E X

IS

T

IN

G

EXISTING STEEL ANGLE

AND TIE BACK BRACING

WALL OPENING TO CLEAR

STRUCTURAL ITEMS

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE

OF WORK. NOTIFY

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

2. REFER TO DEMOLITION DRAWINGS, IF ANY , FOR WORK

REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

3. ALL DIMENSIONS ARE SHOWN TO FINISH FACE OF WALL

UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

COORDINATE WITH SPECIAL FINISHES.

4. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED.

5. ALL FIRE PARTITIONS SHALL BE TIGHTLY SEALED TO THE

UNDERSIDE OF DECK.

6. PENETRATIONS IN FIRE RATED PARTITIONS FOR CONDUIT,

PIPING, CABLE TRAYS, DUCTWORK AND OTHER ITEMS

FORMING OPENINGS SHALL BE FIRE-SAFED PER SPEC

SECTION 07 84 00 REQUIREMENTS WITH APPROPRIATE

"UL- LISTED" ASSEMBLY.

7. SEE SHEETS AD.1, AD.2 FOR DEMOLITION PLANS.

8. SEE SHEETS A1.1, A1.2 FOR FLOOR PLANS.

9. SEE SHEETS A1.4, A1.5 FOR ROOF SYSTEM AND DETAILS.

10. SEE SHEET A2.1 FOR REFLECTED CEILING PLAN.

11. SEE SHEET A3.1 FOR WALL PARTITION TYPES, DETAIL.

12. SEE SHEET A3.2 FOR DOOR AND FRAME TYPES, DETAILS.

13. SEE SHEET A3.2 FOR ROOM FINISH SCHEDULE, DOOR AND

FRAME SCHEDULE.

14. SEE SHEET A3.3 FOR INTERIOR DETAILS.

NOT FOR CONSTRUCTION

AS

BF

AS

KEY PLAN

VOLUME 2 DRAWING PACKAGE

AD.1

DEMOLITION PLAN -

CAVE LEVEL

DEMOLITION PLAN - CAVE LEVEL

AD.1

1/4" = 1'-0"

78 42 05/29/20

CONTRACTING OFFICER IMMEDIATELY FOR

1. CONTRACTOR TO VERIFY AN NPS CULTURAL RESOURCES

MONITOR WILL BEEN TO BE ON-SITE WHEN DEMOLITION

OCCURS AT CULTURAL RESOURCES, LIMITED TO DEMOLITION

AT EXISTING WALL PENETRATION FOR NEW ACCESS PANEL

AT CAVE LEVEL ELEVATOR SERVICE LOBBY ROOM L01 AND

THE ORIGINAL GUTTERS INSIDE ELEVATOR SHAFT.

NOTES:

15. MAINTAIN 2 HOUR RATED ASSEMBLY AT ALL NEW AND

EXISTING WALLS AND FLOORS AT ELEVATOR MACHINE

ROOMS 301 & 302. PROVIDE CONTINUOUS 2 HOUR RATED

CONSTRUCTION THROUGH THE USE OF FIRESTOPPING PER

THE REQUIREMENTS OF SECTION 07 84 00 AT EXISTING OR

PROPOSED PENETRATIONS OR OPENINGS.

UP

E

D

REMOVE EXISTING DOOR

REMOVE EXISTING MACH ROOM

METAL CHECKERBOARD FLOOR

PLATES, STAIR AND SUPPORT

FRAMING; REFER TO STRUCTURAL

FOR ADDITIONAL INFORMATION

REMOVE EXISTING

DRAIN PIPE FROM ROOF

ABOVE TO INTERSTITIAL

SPACE BELOW

REMOVE PORTION OF EXISTING

CONCRETE FLOOR FOR NEW

DOOR INSTALLATION

STAIRS

ELEVATOR

MACHINE

ROOM -

ELEVATOR

1 & 2

4 1/2"

A3.2

Sim

A1.3

EXISTING ELEVATOR

EQUIPMENT TO BE REMOVED

E

D

ELEVATOR

MACHINE

ROOM -

ELEVATOR

3 & 4

REMOVE EXITING FLOOR HATCH

PLATFORM

REMOVE EXISTING HIGH WINDOW

EXISTING STRUCT X BRACING

TO REMAIN

REMOVE EXISTING DOOR

EXISTING DRAIN PIPE TO REMAIN

EXISTING DRAIN PIPE TO REMAIN

REMOVE EXISTING DOORS

REMOVE EXISTING ROOF DRAIN

REMOVE EXISTING ROOFING

AND STRUCTURE/SLAB FROM

PARAPET TOP TO CEILING BELOW

(PARAPET WALLS TO REMAIN

REFER TO ROOF DETAIL SHEET)

STAIRS

ELEVATOR

1 & 2 ROOF

LEVEL 4

- Following demolition of the roof assembly provide temporary protections at roof opening per spec section 02 41 00.3.2 requirements.

A1.3

ELEVATOR 1 & 2

MACHINE ROOM

(LEVEL 3)

ELEVATOR 1 & 2

ROOF (LEVEL 4)

LEVEL 1

3D - BUILDING LEVEL VIEW

ELEVATOR 1 & 2

INTERSTITIAL

SPACE (LEVEL 2)

ELEVATOR 3 & 4

MACHINE ROOM

(UPPER LEVEL 3)

ELEVATOR SHOP

(UPPER LEVEL 2)

NOT FOR CONSTRUCTION

AS

BF

AS

KEY PLAN

VOLUME 2 DRAWING PACKAGE

AD.2

DEMOLITION PLANS -

LEVEL 3 AND LEVEL 4

DEMOLITION PLAN - LEVEL 3 ELEVATOR 1 & 2 MACHINE ROOM DEMOLITION PLAN - LEVEL 4 ELEV. 1 & 2 ROOF / ELEV 3 & 4 MACHINE ROOM

AD.2

1/4" = 1'-0" AD.2

1/4" = 1'-0"

78 43 05/29/20

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE

OF WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

2. REFER TO DEMOLITION DRAWINGS, IF ANY , FOR WORK

REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

3. ALL DIMENSIONS ARE SHOWN TO FINISH FACE OF WALL

UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

COORDINATE WITH SPECIAL FINISHES.

4. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED.

5. ALL FIRE PARTITIONS SHALL BE TIGHTLY SEALED TO THE

UNDERSIDE OF DECK.

6. PENETRATIONS IN FIRE RATED PARTITIONS FOR CONDUIT,

PIPING, CABLE TRAYS, DUCTWORK AND OTHER ITEMS

FORMING OPENINGS SHALL BE FIRE-SAFED PER SPEC

SECTION 07 84 00 REQUIREMENTS WITH APPROPRIATE

"UL- LISTED" ASSEMBLY.

7. SEE SHEETS AD.1, AD.2 FOR DEMOLITION PLANS.

8. SEE SHEETS A1.1, A1.2 FOR FLOOR PLANS.

9. SEE SHEETS A1.4, A1.5 FOR ROOF SYSTEM AND DETAILS.

10. SEE SHEET A2.1 FOR REFLECTED CEILING PLAN.

11. SEE SHEET A3.1 FOR WALL PARTITION TYPES, DETAIL.

12. SEE SHEET A3.2 FOR DOOR AND FRAME TYPES, DETAILS.

13. SEE SHEET A3.2 FOR ROOM FINISH SCHEDULE, DOOR AND

FRAME SCHEDULE.

14. SEE SHEET A3.3 FOR INTERIOR DETAILS.

15. MAINTAIN 2 HOUR RATED ASSEMBLY AT ALL NEW AND

EXISTING WALLS AND FLOORS AT ELEVATOR MACHINE

ROOMS 301 & 302. PROVIDE CONTINUOUS 2 HOUR RATED

CONSTRUCTION THROUGH THE USE OF FIRESTOPPING PER

THE REQUIREMENTS OF SECTION 07 84 00 AT EXISTING OR

PROPOSED PENETRATIONS OR OPENINGS.

ELEV.#1

ELEV.#2

ELEV.#3

ELEV.#4

E

D

6 7

E

D

ELEVATOR SHAFT

STAIRS

ELEVATOR

1 & 2

INTERSTITIAL

SPACE

(LEVEL 2)

REPLACE EXISTING METAL PANEL

INFILL LOCATED BELOW THIS LEVEL

WITH AN 14GA STAINLESS STEEL PLATE

NAIL SET AND FIRE CAULKED IN PLACE

ELEVATOR 1 & 2

INTERSTITIAL

SPACE (LEVEL 2)

ELEVATOR 1 & 2

ROOF (LEVEL 4)

ELEVATOR 1 & 2

MACHINE ROOM

(LEVEL 3)

ELEVATOR 3 & 4

MACHINE ROOM

(UPPER LEVEL 3)

ELEVATOR SHOP

(UPPER LEVEL 2)LEVEL 1

3D - BUILDING LEVEL VIEW

SERVICE

LOBBY

L01

SERVICE

LOBBY

L02

NEW ACCESS PANEL

EXISTING LEDGE

EXISTING DOOR,

TYPICAL

L02

NEW DOOR

EXISTING DOOR, TYPICAL

NEW 7'-0" HIGH WIRE MESH PARTITION

FULL WIDTH OF OPENING

A3.3

A C

C E

S S

P A

N E

L

.5

"X .5

C U

S T

O M

NEW ELEVATOR PIT LADDERS

REFER TO ARCHITECTURAL AND

STRUCTURAL DRAWINGS

NEW CATWALK AT ELEVATOR PIT

REFER TO STRUCTURAL DRAWINGS

L01

A3.3

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE

OF WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

2. REFER TO DEMOLITION DRAWINGS, IF ANY , FOR WORK

REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

3. ALL DIMENSIONS ARE SHOWN TO FINISH FACE OF WALL

UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

COORDINATE WITH SPECIAL FINISHES.

4. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED.

5. ALL FIRE PARTITIONS SHALL BE TIGHTLY SEALED TO THE

UNDERSIDE OF DECK.

6. PENETRATIONS IN FIRE RATED PARTITIONS FOR CONDUIT,

PIPING, CABLE TRAYS, DUCTWORK AND OTHER ITEMS

FORMING OPENINGS SHALL BE FIRE-SAFED PER SPEC

SECTION 07 84 00 REQUIREMENTS WITH APPROPRIATE

"UL- LISTED" ASSEMBLY.

7. SEE SHEETS AD.1, AD.2 FOR DEMOLITION PLANS.

8. SEE SHEETS A1.1, A1.2 FOR FLOOR PLANS.

9. SEE SHEETS A1.4, A1.5 FOR ROOF SYSTEM AND DETAILS.

10. SEE SHEET A2.1 FOR REFLECTED CEILING PLAN.

11. SEE SHEET A3.1 FOR WALL PARTITION TYPES, DETAIL.

12. SEE SHEET A3.2 FOR DOOR AND FRAME TYPES, DETAILS.

13. SEE SHEET A3.2 FOR ROOM FINISH SCHEDULE, DOOR AND

FRAME SCHEDULE.

14. SEE SHEET A3.3 FOR INTERIOR DETAILS.

15. MAINTAIN 2 HOUR RATED ASSEMBLY AT ALL NEW AND

EXISTING WALLS AND FLOORS AT ELEVATOR MACHINE

ROOMS 301 & 302. PROVIDE CONTINUOUS 2 HOUR RATED

CONSTRUCTION THROUGH THE USE OF FIRESTOPPING PER

THE REQUIREMENTS OF SECTION 07 84 00 AT EXISTING OR

PROPOSED PENETRATIONS OR OPENINGS.

05/29/20

NOT FOR CONSTRUCTION

AS

BF

AS

KEY PLAN

VOLUME 2 DRAWING PACKAGE

A1.1

FLOOR PLANS - CAVE LEVEL

AND LEVEL 2

FLOOR PLAN - LEVEL 2 ELEVATOR 1 & 2 INTERSTITIAL SPACE

FLOOR PLAN - CAVE LEVEL

A1.1

1/4" = 1'-0"

A1.1

1/4" = 1'-0"

44 06/19/20

E

D

1' - 6"

NEW GUARD RAIL SEE

DETAIL 5/A3.3

NEW RATED DOOR

NEW INFILL RAISED

CONCRETE FLOOR

LEVEL WITH ADJACENT

FLOOR

NEW DRAIN PIPE

FROM ROOF ABOVE

RE: PLUMBING

NEW 2 HOUR FURRING

WALLS AROUND PIPE EXISTING CONCRETE FLOOR

NEW CONCRETE STAIR

ELEVATOR

MACHINE

ROOM -

ELEVATOR

1 & 2

6'-0"X6'-0" ROOF HATCH

ABOVE, TYPICAL OF 2

NEW ELEVATOR

EQUIPMENT, TYPICAL

A2

A

A3.3

1' - 6"

1' - 0"

A1.3

1/

2"

3 1/2" +-

INSIDE FACE OF SHAFT

WALL TO ALIGN WITH

ROOF DECK/SLAB

OPENING, TYPICAL

1'

1' - 0"

ELEVATOR SHAFT

BELOW

4"

2"

4"

1' - 0" 11" 11" 1' - 0"

NEW 1 1/2" OUTSIDE DIAMETER

STEEL PIPE HANDRAIL WITH

STEEL BRACKETS TO EXISTING

WALL PAINT TYP. HANDRAIL

HEIGHT 2'-10" TO TOP OF RAIL

2"

E

D

NEW ROOF DRAIN

ELEVATOR

1 & 2 ROOF

LEVEL 4

NEW ROOF HATCH,

TYPICAL OF 2

NEW DOORS

NEW 8" HIGH CURB AT DOOR

NEW 2 HOUR RATED PARTITION

INFILL WALL AT EXISTING WINDOW

NEW 2 HOUR RATED FURRING

WALL BETWEEN COLUMNS

AND AROUND PIPE

EXISTING STRUCT X BRACING

TO REMAIN

NEW RATED DOOR

NEW RATED FLOOR HATCH

EXISTING DRAIN PIPE TO REMAIN

NEW 2 HOUR FURRING SHAFT

WALLS AROUND PIPE

ELEVATOR

MACHINE

ROOM -

ELEVATOR

3 & 4

EXISTING DRAIN PIPE TO REMAIN

NEW DRAIN PIPE FROM

NEW PIPE PAN ABOVE

NEW RATED HORIZONTAL

SHAFT WALLS ABOVE

STAIRWAY

A1.5

INTERIOR HATCH:

PROVIDE 5'-0" X 5'-0" HATCH

WITHOUT INSULATION, 90 MINS

RATED PREFINISHED STEEL

CONSTRUCTION; SIMILAR TO

DETAIL 3/A1.5, FIELD VERIFY

SLAB OPENING SIZE

EXISTING PLATFORM

A1.4

SIM

B2

6' - 0" 2' - 0"

6'

(F R

A M

E O

P E

N

IN

G

6'

6' - 0"

EXISTING ELECTRICAL PANEL

EXTEND SHAFT WALL LINER

PANEL TO EXISTING WALL

EXTEND SHAFT WALL TO FACE OF

COLUMN WITH FIRE SEALANT

2"

(frame opening, field verify)

5' - 0"

(f ra m e op en in g, fi el d ve rif y)

5'

PROVIDE FIRE SEALANT AT ALL

PIPE / CONDUIT PENETRATIONS

OF SHAFT WALLS

A

A2

A

A2

A

A2 A2

2"

2"

SCUPPER, SET BOTTOM

OF SCUPPER OPENING

AT 2" ABOVE ROOF

DRAIN ELEVATION

CRICKET, VALLEY SLOPE

AT 1/8"=1'-0" PER FOOT MIN.

A1.4

SIM .

A1.4

SIM .

A1.4

SIM .

A1.4

1ROOF

SYSTEM

A1.3

2'

7' - 0"

30.00°

1/ 4"

P E

R F

O O

T S

LO

P

E M

IN

M

IN

2" .

1/ 4"

P E

R F

O O

T S

LO

P

E M

IN

. T

Y P

CRICKET, VALLEY

SLOPE AT 1/8"=1'-0"

PER FOOT MIN.

REFER TO REFLECTED

CEILING PLAN FOR AREA OF

SEMI-RIGID INSULATION

BELOW FLOOR SLAB

1/2" per foot

.SLOPE.SLOPE

..SLOPE..SLOPE

1/2" per foot

1/2" per foot

GUARDRAIL AT 3 SIDES

OF ROOF REFER TO

ROOF SECTION SHEET

ELEVATOR 1 & 2

INTERSTITIAL

SPACE (LEVEL 2)

ELEVATOR 1 & 2

ROOF (LEVEL 4)

ELEVATOR 1 & 2

MACHINE ROOM

(LEVEL 3)

ELEVATOR 3 & 4

MACHINE ROOM

(UPPER LEVEL 3)

ELEVATOR SHOP

(UPPER LEVEL 2)LEVEL 1

3D - BUILDING LEVEL VIEW

05/29/20

NOT FOR CONSTRUCTION

AS

BF

AS

KEY PLAN

VOLUME 2 DRAWING PACKAGE

A1.2

FLOOR PLANS - LEVEL 3 AND

LEVEL 4

FLOOR PLAN - LEVEL 3 ELEVATOR 1 & 2 MACHINE ROOM FLOOR PLAN - LEVEL 4 ELEVATOR 1 & 2 ROOF / ELEVATOR 3 & 4 MACHINE ROOM A1.2

1/4" = 1'-0" A1.2

1/4" = 1'-0"

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE

OF WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

2. REFER TO DEMOLITION DRAWINGS, IF ANY , FOR WORK

REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

3. ALL DIMENSIONS ARE SHOWN TO FINISH FACE OF WALL

UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

COORDINATE WITH SPECIAL FINISHES.

4. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED.

5. ALL FIRE PARTITIONS SHALL BE TIGHTLY SEALED TO THE

UNDERSIDE OF DECK.

6. PENETRATIONS IN FIRE RATED PARTITIONS FOR CONDUIT,

PIPING, CABLE TRAYS, DUCTWORK AND OTHER ITEMS

FORMING OPENINGS SHALL BE FIRE-SAFED PER SPEC

SECTION 07 84 00 REQUIREMENTS WITH APPROPRIATE

"UL- LISTED" ASSEMBLY.

7. SEE SHEETS AD.1, AD.2 FOR DEMOLITION PLANS.

8. SEE SHEETS A1.1, A1.2 FOR FLOOR PLANS.

9. SEE SHEETS A1.4, A1.5 FOR ROOF SYSTEM AND DETAILS.

10. SEE SHEET A2.1 FOR REFLECTED CEILING PLAN.

11. SEE SHEET A3.1 FOR WALL PARTITION TYPES, DETAIL.

12. SEE SHEET A3.2 FOR DOOR AND FRAME TYPES, DETAILS.

13. SEE SHEET A3.2 FOR ROOM FINISH SCHEDULE, DOOR AND

FRAME SCHEDULE.

14. SEE SHEET A3.3 FOR INTERIOR DETAILS.

15. MAINTAIN 2 HOUR RATED ASSEMBLY AT ALL NEW AND

EXISTING WALLS AND FLOORS AT ELEVATOR MACHINE

ROOMS 301 & 302. PROVIDE CONTINUOUS 2 HOUR RATED

CONSTRUCTION THROUGH THE USE OF FIRESTOPPING PER

THE REQUIREMENTS OF SECTION 07 84 00 AT EXISTING OR

PROPOSED PENETRATIONS OR OPENINGS.

45 06/19/20

21' - 0"

LEVEL 03

31' - 0"

LEVEL 04

EXISTING

EXISTING

A1.3

EXISTING STUCCO

PARAPET WALL

NEW 2 HOUR RATED

FURRING WALL

ROOF DRAIN

EXISTING STUCCO

PARAPET WALL BEYOND

EXISTING STUCCO

PARAPET WALL

A1.4

SIM

A1.4

SIM

7' - 0"

3'

1"

M

IN

1'

1"

B A

S E

O N

F

LO

O R

T O

F

LO

O R

H E

IG

H

T

0' -2

6'

0"

. M

IN

E X

IS

T

IN

G

NEW ROOF ON ROOF

STRUCTURE (NON-RATED

CONSTRUCTION)

4" SEMI-RIGID INSULATION

PIN TO DECK ABOVE

MEMBRANE ROOF

STEEL BEAM REFER TO

STRUCTURAL DRAWINGS

WALL SCUPPER

EXISTING

STUCCO WALL

1 1/2" DIA. STAINLESS

STEEL PIPE GUARDRAIL

CONNECT NEW DRAIN PIPE

FROM ROOF TO EXISTING

DRAIN PIPE REFER TO

MECHANICAL DRAWINGS

ROOF DRAIN PIPE DOWN TO

FLOOR BELOW REFER TO

MECHANICAL DRAWINGS

NEW ROOF MEMBRANE

FLASHING

1 3/4" DIA. STAINLESS

STEEL PIPE SLEEVE

WITH BRACKET

ELEVATOR

MACHINE

ROOM -

ELEVATOR

1 & 2

3 1/2" EQUAL EQUAL EQUAL, 3'-0" MAX TYP EQUAL 3 1/2"3 1/2"

to to p of g ua rd ra il

3'

M

IN

ROOF LINE BEYOND

ROOF HATCH

M

IN

8"

A1.5

A3.2

Sim

A1.4

SIM

ELEVATOR 1 & 2

INTERSTITIAL SPACE

(LEVEL 2)

NEW CONCRETE RAISED FLOOR

TO ALIGN WITH EXISTING

CONCRETE FLOOR BEYOND

(2 HOUR RATED CONSTRUCTION)

NEW CONCRETE STAIR AND RAISED

FLOOR (2 HOUR RATED CONSTRUCTION)

1'

2" SEMI-RIGID INSULATION

PIN TO DECK ABOVE

GUARDRAIL,

REFER TO PLAN

ALUMINUM THRESHOLD

HOLLOW METAL DOOR

AS SCHEDULED

CONCRETE CURB

A3.2

Sim

A3.2

SIM

A3.3

Sim

A1.3

E X

IS

T

IN

G

F

LO

O R

T O

F

LO

O R

H E

IG

H

T

0-

2"

; C O

N T

R A

C T

O R

T O

V E

R

IF

Y

INSULATION, REFER TO

MECHANICAL DRAWINGS

E

A1.3

31' - 0"

LEVEL 04

NEW ROOF ON ROOF STRUCTURE,

RE: STRUCTURAL DRAWINGS

EXISTING STUCCO

PARAPET WALL

4" SEMI-RIGID INSULATION

PIN TO DECK ABOVE

at r oo f h ig he st p oi nt

3' -6

M

IN

T

O T

O P

O F

G U

A R

D R

A

IL

to p of c ov er b oa rd 5"6"

5"

MEMBRANE ROOF

ROOF DRAIN

STEEL BEAM REFER TO

STRUCTURAL DRAWINGS

2"

SCUPPER BEYOND AT WALL,

BOTTOM OF SCUPPER OPENING

AT 2" ABOVE ROOF DRAIN INLET

EXISTING STUCCO

PARAPET WALL BEYOND

EXISTING STUCCO

PARAPET WALL

A1.4

SIM

A1.4

SIM

A1.4

SIM

A1.4

SIM

1'

(REFER TO REFLECTED CEILING PLAN)

17' - 0" WALL TO FACE OF SEMI-RIGID INSULATION

3 1/2" EQUAL EQUAL EQUAL EQUAL, 3'-0" MAX TYP EQUAL EQUAL EQUAL 3 1/2"

1 1/2" DIA. STAINLESS

STEEL PIPE GUARDRAIL

2 HOUR RATED FURRING

WALL REFER TO PLAN

ROOF DRAIN PIPE DOWN TO

FLOOR BELOW REFER TO

MECHANICAL DRAWINGS

NEW ROOF MEMBRANE FLASHING

ELEVATOR

MACHINE

ROOM -

ELEVATOR

1 & 2

EXISTING

A1.3

1 1/2" DIA. STAINLESS

STEEL PIPE GUARDRAIL

1 3/4" DIA. STAINLESS

STEEL PIPE SLEEVE WITH

1/2" THICK X 1 3/4" WIDE

BRACKET WELD TYPICAL

1/2" THICK X 2 1/2" WIDE

STAINLESS STEEL FLAT

BAR BRACKET

1/2" THICK X 2 1/2" WIDE

STAINLESS STEEL FLAT

BAR BRACKET CONTINUE

AT CENTER OF PLATE

WELD TO PLATE

1/2" THICK X 4" WIDE X 4" HIGH

STAINLESS STEEL PLATE AT

CENTER OF BRACKET

1/2" STAINLESS STEEL

EXPANSION ANCHOR CENTER

BETWEEN PLATE EDGE AND

BRACKET, 2 AT EACH PLATE

1'

8"

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE

OF WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

2. REFER TO DEMOLITION DRAWINGS, IF ANY , FOR WORK

REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

3. ALL DIMENSIONS ARE SHOWN TO FINISH FACE OF WALL

UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

COORDINATE WITH SPECIAL FINISHES.

4. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED.

5. ALL FIRE PARTITIONS SHALL BE TIGHTLY SEALED TO THE

UNDERSIDE OF DECK.

6. PENETRATIONS IN FIRE RATED PARTITIONS FOR CONDUIT,

PIPING, CABLE TRAYS, DUCTWORK AND OTHER ITEMS

FORMING OPENINGS SHALL BE FIRE-SAFED PER SPEC

SECTION 07 84 00 REQUIREMENTS WITH APPROPRIATE

"UL- LISTED" ASSEMBLY.

7. SEE SHEETS AD.1, AD.2 FOR DEMOLITION PLANS.

8. SEE SHEETS A1.1, A1.2 FOR FLOOR PLANS.

9. SEE SHEETS A1.4, A1.5 FOR ROOF SYSTEM AND DETAILS.

10. SEE SHEET A2.1 FOR REFLECTED CEILING PLAN.

11. SEE SHEET A3.1 FOR WALL PARTITION TYPES, DETAIL.

12. SEE SHEET A3.2 FOR DOOR AND FRAME TYPES, DETAILS.

13. SEE SHEET A3.2 FOR ROOM FINISH SCHEDULE, DOOR AND

FRAME SCHEDULE.

14. SEE SHEET A3.3 FOR INTERIOR DETAILS.

15. MAINTAIN 2 HOUR RATED ASSEMBLY AT ALL NEW AND

EXISTING WALLS AND FLOORS AT ELEVATOR MACHINE

ROOMS 301 & 302. PROVIDE CONTINUOUS 2 HOUR RATED

CONSTRUCTION THROUGH THE USE OF FIRESTOPPING PER

THE REQUIREMENTS OF SECTION 07 84 00 AT EXISTING OR

PROPOSED PENETRATIONS OR OPENINGS.

06/19/20

AS

BF

AS

VOLUME 2 DRAWING PACKAGE

A1.3

ROOF WALL SECTIONS OVER

MACHINE ROOM 1 & 2

WALL SECTION - EAST / WEST

WALL SECTION - NORTH / SOUTH

A1.3

1/2" = 1'-0"

A1.3

1/2" = 1'-0"

A1.3

NOT TO SCALE

GUARDRAIL BRACKET ASSEMBLY

MULTI-PIECE ADJUSTABLE

THRESHOLD WITH NON-SLIP

EPOXY ABRASIVE BONDED INTO

GROOVES - SET IN SEALANT BED

NEW DOOR

NEW ROOFING MEMBRANE AND

MEMBRANE FLASHING

NEW DOOR FRAME BEYOND

2" MIN RIGID INSULATION

EXTERIOR SHEATHING

EXISTING WALL

STEEL CHANNEL OR

BENT PLATE SUPPORT

ALIGN, TYPICAL

FLEXIBLE MEMBRANE LAP WITH

ROOF MEMBRANE FLASHING

FLEXIBLE MEMBRANE

"Z" CLIP

NEW CONCRETE CURB

8" C

U R

B

NEW ROOF STRUCTURE,

REFER TO STRUCTURAL

DRAWINGS

BACKER ROD AND SEALANT, TYP

NEW STUCCO FINISH

TO MATCH EXISTING

METAL FLASHING BEYOND

STEEL ANGLE SUPPORT

5"

EXTEND ROOF MEMBRANE FLASHING

UP AND ON TOP OF CURB

5"

3".

8" M

IN

F

LA

S

H

IN

G

REMOVE PORTION

OF EXISTING WALL

AT DOOR LOCATION

FOR NEW ROOF

INSTALLATION

R E

F E

R T

O R

O O

F S

E C

T

IO

N S

STEEL DOWEL

WITH EPOXY @ 6"

O.C. ANCHORED

INTO EXISTING

SLAB CONNECT

TO NEW CURB

VAPOR BARRIER

4" 4"

SLOTTED DOME CAST IRON DRAIN ASSEMBLY

MEMBRANE ROOFING

CONCRETE SLAB ON METAL DECK

REFER TO STRUCTURAL DRAWINGS

CLAMPING RING

NOTES:

1. CLAMPING RING MUST PROVIDE

CONSTANT COMPRESSION ON

WATER CUT-OFF MASTIC

2. ROOF MEMBRANE TO EXTEND MIN.

OF 1/2" FROM CLAMPING RING

TOWARD DRAIN

2" M

IN

PREMANUFACURED TAPERED INSULATION

SUMP OR TAPERED ROOFING INSULATION AT

DRAIN

4" MIN. SEMI-RIGID INSULATION REFER TO

DETAIL 1/2.1 FOR ADDITIONAL INFORMATION

ROUND HOLE CUT IN MEMBRANE AT DRAIN

SHOULD EXTEND PAST CLAMPING RING A MIN.

1" HOLE IN MEMBRANE TO BE LARGER THAN

DIAMETER OF PIPE

COMPATIBLE SEALANT/WATER CUT-OFF MASTIC

BETWEEN DRAIN BOWL FLANGE AND ROOF

MEMBRANE WHERE CLAMPING RING

COMPRESSES

VAPOR BARRIER, FLASHED AND SEALED TO

DRAIN BODY (TYPICAL)

4"

4"

GROUT DAM

TPO ROOFING MEMBRANE

5/8" DENSDECK PRIMED OR EQUAL

COVERBOARD - ADHERED (TYPICAL)

POLYISOCYANURATE INSULATION BOARD

(MIN. AVERAGE R-30), ADHERED. PROVIDE

TAPERED INSULATION BOARD AS REQUIRED TO

MAINTAIN A MIN. 1/4" PER 1'-0 SLOPE TO DRAIN

AT ALL LOCATIONS (TYPICAL)

CONCRETE DECK

ROOF AIR/VAPOR BARRIER (TYPICAL)

NOTES:

1. VAPOR BARRIER TO BE PART OF THE OVERALL TESTED ROOFING ASSEMBLY (TYPICAL).

2. VAPOR BARRIER TO BE FLASHED AND SEALED TO ALL PENETRATIONS, DRAINS, CURBS, ADJACENT WALLS, ETC. (TYPICAL).

NEW ROOFING MEMBRANE

AND MEMBRANE FLASHING

NEW EXTERIOR SHEATHING (ALIGN WITH

WALL ABOVE) ON FLEXIBLE MEMBRANE

OVER CONTINUOUS MOISTURE TREATED

WOOD BLOCKING (FIELD VERIFY THE

DEPTH OF DEMOLITION)

EXISTING WALL

NEW ROOF ON ROOF STRUCTURE,

RE: STRUCTURAL DRAWINGS

TERMINATION BAR

EXISTING STUCCO PARAPET WALL

EXISTING TERMINATION

BAR TO BE REMOVED

EXISTING STUCCO WALL

FINISH TO BE REMOVED TO

FACE OF MASONRY UNITS

NEW ROOF MEMBRANE FLASHING

EXTEND UP TO TOP OF SHEATHING

EXISTING ROOFING

MEMBRANE, MEMBRANE

FLASHING AND SHEATHING

SUPPORT TO BE REMOVED

TO FACE OF MASONRY UNITS

4"

F

LA

S H

IN

G

3"

CONTINUOUS BEAD OF WATERBLOCK

SEALANT

SURFACE REGLET FLASHING,

1/

2"

NEW STUCCO FINISH TO ALIGN

AND MATCH EXISTING

METAL FLASHING AND COUNTER FLASHING

NEW FLEXIBLE MEMBRANE

FLASHING TIE INTO EXISTING AIR

AND MOISTURE BARRIER, TYPICAL

NEW FLEXIBLE MEMBRANE LAP

WITH ROOF VAPOR BARRIER

LAP FLEXIBLE MEMBRANE

WITH METAL FLASHING, TOP

AND BOTTOM OF FLASHING

SEALANT

D E

M O

LI

T

IO

N

7"

NEW FLEXIBLE MEMBRANE

FLASHING TIE INTO EXISTING

AIR AND MOISTURE BARRIER

LAP ROOF MEMBRANE OVER

FLEXIBLE MEMBRANE

PRESSURE-SENSITIVE

ELASTOFORM FLASHING

WATER CUT-OFF MASTIC

GALVANIZED SHEET

METAL SCUPPER

ROOF MEMBRANE

WALL LINE BEYOND

LAP SEALANT

STRUCTURAL DECK

MEMBRANE FLASHING

SLOPE

METAL FLASHING WITH DRIP

NEW STUCCO FINISH TO

ALIGN AND MATCH EXISTING

METAL FLASHING WITH DRIP

3/4" MOISTURE TREATED

PLYWOOD (4 SIDES)

T.O. COMP. DECK

VARIES

T.O. EXST. WALL

CONTINUOUS AIR VAPOR

BARRIER RE: ROOF SYSTEM

2"

EXISTING STUCCO

PARAPET WALL

FLEXIBLE MEMBRANE

2"2"

SCUPPER SIDE METAL FLASHING

REMOVE EXISTING MASONRY

UNITS TO NEAREST FULL MASONRY

UNITS, TYPICAL AT TOP AND

BOTTOM OF SCUPPER OPENING

EXISTING STUCCO WALL

LAP ROOF AIR VAPOR BARRIER

OVER FLEXIBLE MEMBRANE

METAL SILL TRIM

SEALANT

CONTINUOUS MOISTURE TREATED

WOOD BLOCKING AROUND SCUPPER.

MOISTURE TREATED TO BE ALL SIDES

OF BLOCKING (INCLUDING CUT SIDES)

4"

A1.4

SIM

MOISTURE TREATED

WOOD BLOCKING

NEW FLEXIBLE MEMBRANE

FLASHING TIE INTO EXISTING

AIR AND MOISTURE BARRIER

PROVIDE POSITIVE

DRAINAGE @ SCUPPER

06/19/20

AS

BF

AS

VOLUME 2 DRAWING PACKAGE

A1.4

ROOF SYSTEM AND DETAILS

ROOF SECTION DETAIL AT EXISTING DOOR SILL ROOF DRAIN @ CONC ROOF

ROOFING SECTION @ CONCRETE DECK

ROOF SECTION DETAIL AT ROOF / WALL

ROOF SECTION DETAIL AT SCUPPER

A1.4

1 1/2" = 1'-0"

A1.4

3" = 1'-0"

A1.4

3" = 1'-0" A1.4

3" = 1'-0" A1.4

3" = 1'-0"

6'-0" X 6'-0" CUSTOM ROOF DOUBLE LEAF

INSULATED ACCESS HATCH

DESIGN BASE - BILCO HATCH TYPE D-50T

HATCH SPRING, TYPICAL

STAINLESS STEEL HINGE

HATCH CURB INTEGRAL

ALUMINUM CAP FLASHING

CORNERS FULLY WELDED

INSULATED PREFINISHED

ALUMINUM HATCH COVER

HATCH CURB BY HATCH

MANUFACTURER

2" HATCH CURB INSULATION

BY HATCH MANUFACTURER

2" HATCH COVER INSULATION

BY HATCH MANUFACTURER

ALUMINUM COVER LINER

AUTOMATIC HOLD OPEN

ARM WITH RED VINYL GRIP

AND COVER RELEASE

ARM GUIDE BRACKET

EPDM GASKET

LOCK STRIKE

SLAM LATCH (2 POINT) WITH

INSIDE AND OUTSIDE HANDLES

WITH PADLOCK HASPS

LIFTING MECHANISM WITH

REINFORCED COMPOSITE

TUBES AND ELECTROCOATED

COMPRESSION SPRINGS

3'-0". 3'-0".

6'-0" FRAME OPENING

HATCH SHALL BE FULLY ACCESSIBLE

WHEN OPENED, NO CENTRAL BEAM

AT MID HATCH OPENING

A1.5

SIM .

NEOPRENE GASKET

6'-0" X 6'-0" CUSTOM ROOF DOUBLE LEAF

INSULATED ACCESS HATCH

DESIGN BASE - BILCO HATCH TYPE D-50T

FRAME OPENING

6'-0".

F R

A M

E O

P E

N

IN

G

6' -0

3'-0". 3'-0".

HATCH SPRING, TYPICAL

HATCH HINGE, TYPICAL

HATCH HANDLE

HATCH CURB INTEGRAL

ALUMINUM CAP FLASHING

BY HATCH MANUFACTURER

INSULATED ALUMINUM

HATCH COVER

HATCH CURB BY HATCH

MANUFACTURER

6'-0".

NEW ROOFING MEMBRANE AND

MEMBRANE FLASHING

NEW ROOF RE: ROOF SYSTEM

STEEL CHANNEL OR BENT PLATE

SUPPORT (ALL AROUND HATCH)

NEW ROOF ON ROOF STRUCTURE,

RE: STRUCTURAL DRAWINGS

SEALANT ALL AROUND

EXTEND ROOF MEMBRANE

FLASHING UNDER AND SEAL TIGHT

AT HATCH CURB CAP FLASHING

ALIGN CHANNEL OR BENT PLATE

WITH HATCH FRAME OPENING

8" M

IN

ROOF HATCH ON CHANNEL

OR BENT PLATE SUPPORT

INSULATED ALUMINUM

HATCH COVER

HATCH CURB INSULATION

06/19/20

AS

BF

AS

VOLUME 2 DRAWING PACKAGE

A1.5

ROOF DETAILS

ROOF HATCH SECTION DETAIL

ROOF HATCH PLAN AND ELEVATION

ROOF SECTION DETAIL AT HATCH CURB

A1.5

NOT TO SCALE

A1.5

NOT TO SCALEA1.5

3" = 1'-0"

E

PROVIDE NEW

2 HOUR RATED

HORIZONTAL

SHAFT WALLS

AROUND PIPE

EXISTING DRAIN

PIPE TO REMAIN

EXISTING PIPE

AT CEILING

STAIRS

ELEVATOR

MACHINE

ROOM -

ELEVATOR 3 & 4

ELEVATOR

MACHINE

ROOM -

ELEVATOR 1 & 2

PROVIDE DRAIN

PAN UNDER PIPE

PROVIDE PAN DRAIN

PIPE OVERFLOW

EXISTING DRAIN PIPE

ROOF OPENING AND

HATCH, TYPICAL OF 2

A3.3

PIPE END CLEANOUTS

PROVIDE FIRE RATED

ACCESS PANEL

MID-PIPE CLEANOUTS

PROVIDE FIRE RATED

ACCESS PANEL

EXTENT OF 2" SEMI-

RIGID INSULATION

PIN TO DECK ABOVE

NEW ROOF DRAIN

PIPE PENETRATION

AT NEW ROOF

EXTENT OF 4" SEMI-

RIGID INSULATION

PIN TO DECK ABOVE

7' - 0"

ELEVATOR 1 & 2

MACHINE ROOM

(LEVEL 3)

ELEVATOR 1 & 2

ROOF (LEVEL 4)

LEVEL 1

3D - BUILDING LEVEL VIEW

ELEVATOR 1 & 2

INTERSTITIAL

SPACE (LEVEL 2)

ELEVATOR 3 & 4

MACHINE ROOM

(UPPER LEVEL 3)

ELEVATOR SHOP

(UPPER LEVEL 2)

NOT FOR CONSTRUCTION

AS

BF

AS

KEY PLAN

VOLUME 2 DRAWING PACKAGE

A2.1

REFLECTED CEILING PLAN -

LEVEL 3

REFLECTED CEILING PLAN - LEVEL 3 ELEVATOR 1, 2, 3, & 4 MACHINE ROOM

A2.1

1/4" = 1'-0"

78 49 05/29/20

GENERAL NOTES

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE

OF WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

2. REFER TO DEMOLITION DRAWINGS, IF ANY , FOR WORK

REQUIRED IN ADVANCE OF CONSTRUCTION AND COORDINATE

ACCORDINGLY.

3. ALL DIMENSIONS ARE SHOWN TO FINISH FACE OF WALL

UNLESS OTHERWISE NOTED. CONTRACTOR SHALL

COORDINATE WITH SPECIAL FINISHES.

4. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED.

5. ALL FIRE PARTITIONS SHALL BE TIGHTLY SEALED TO THE

UNDERSIDE OF DECK.

6. PENETRATIONS IN FIRE RATED PARTITIONS FOR CONDUIT,

PIPING, CABLE TRAYS, DUCTWORK AND OTHER ITEMS

FORMING OPENINGS SHALL BE FIRE-SAFED PER SPEC

SECTION 07 84 00 REQUIREMENTS WITH APPROPRIATE

"UL- LISTED" ASSEMBLY.

7. SEE SHEETS AD.1, AD.2 FOR DEMOLITION PLANS.

8. SEE SHEETS A1.1, A1.2 FOR FLOOR PLANS.

9. SEE SHEETS A1.4, A1.5 FOR ROOF SYSTEM AND DETAILS.

10. SEE SHEET A2.1 FOR REFLECTED CEILING PLAN.

11. SEE SHEET A3.1 FOR WALL PARTITION TYPES, DETAIL.

12. SEE SHEET A3.2 FOR DOOR AND FRAME TYPES, DETAILS.

13. SEE SHEET A3.2 FOR ROOM FINISH SCHEDULE, DOOR AND

FRAME SCHEDULE.

14. SEE SHEET A3.3 FOR INTERIOR DETAILS.

15. MAINTAIN 2 HOUR RATED ASSEMBLY AT ALL NEW AND

EXISTING WALLS AND FLOORS AT ELEVATOR MACHINE

ROOMS 301 & 302. PROVIDE CONTINUOUS 2 HOUR RATED

CONSTRUCTION THROUGH THE USE OF FIRESTOPPING PER

THE REQUIREMENTS OF SECTION 07 84 00 AT EXISTING OR

PROPOSED PENETRATIONS OR OPENINGS.

LINE OF STRUCTURE

ABOVE

2 1/2" C-H SHAFT

WALL STUD

5/8"5/8" 1 1/2" 1"

3 3/4"

A3.1

SIM

09 29 00

5/8" GWB 2 LAYERS

07 92 16

SEALANT

07 92 16

SEALANT

09 29 00

1" SHAFTWALL

LINER PANEL

09 29 00

SOUND

ATTENUATION

BAT (SAB)

LINE OF EXISTING

WALL OPENING

09 29 00

5/8" GWB 2 LAYERS

07 92 16

SEALANT BOTH SIDES

07 92 16

SEALANT BOTH SIDES

09 29 00

SOUND ATTENUATION

BATTS (SAB)

09 22 16

METAL STUDS

STAGGERED

09 29 00

5/8" GWB 2 LAYERS

A3.1

SIM

LINE OF EXISTING

WALL OPENING

WALL PLASTER FINISH

AND TEXTURE TO

MATCH EXISTING WALL

WALL PLASTER FINISH

AND TEXTURE TO

MATCH EXISTING WALL

EXISTING PIPE

EXISTING FLOOR SLAB

RATING INFORMATION:

FIRE RATING - 2 HOUR TEST:

PEI AER-09038

WHI-495-PSH 0154/0167

09 29 00

5/8" GWB 2 LAYERS

R E

F E

R T

O D

E T

A

IL

REFER TO DETAIL

A3.1

SIM

A3.1

SIM

07 92 16

SEALANT BOTH SIDES

09 29 00

5/8" GWB 3 LAYERS AT

HORIZONTAL PLANE

1/

2" 1/

2" M

IN

DESIGN BASIS: UL-HW-D-0044

CONCRETE SLAB

09 22 16

METAL STUDS

09 29 00

5/8" GWB 1 OR 2 LAYERS,

REFER TO PARTITION TYPE

07 84 00

MINERAL WOOL

07 84 00

FIRESTOPPING

06/19/20

AS

BF

AS

VOLUME 2 DRAWING PACKAGE

A3.1

WALL PARTITION TYPES

WALL PARTITON TYPE A2 WALL PARTITON TYPE B2 WALL PARTITON TYPE C2

(TYPE A2) 2 HOUR SHAFTWALL

NOTE: FIRE RESISTANCE TEST FOR TWO HOUR RATED

SHAFTWALLS: UL V473

MARK STUD WIDTH PRTN WIDTH DESIGN STC

A2 2 1/2" 3 3/4" 40

(TYPE B2) 2 HOUR INFILL WALL

NOTE: FIRE RESISTANCE TEST FOR TWO HOUR RATED WALLS:

UL V438

MARK STUD WIDTH PRTN WIDTH DESIGN STC

B2 3 5/8" EXST. WALL 50

(TYPE C2) 2 HOUR HORIZONTAL

ENCLOSURENOTE: FIRE RESISTANCE TEST FOR TWO HOUR RATED HORIZONTAL

ENCLOSURE: PEI AER-09038; WHI-495-PSH 0154/0167

MARK STUD WIDTH PRTN WIDTH DESIGN STC

C2 2 1/2" 3 3/4" 50

PARTITION WALL HEAD DETAIL

A3.1

1 1/2" = 1'-0" A3.1

3" = 1'-0" A3.1

1 1/2" = 1'-0" A3.1

3" = 1'-0"

01 - HOLLOW METAL FRAME

2" 3' - 2" 2"

7'

2"

FIELD VERIFY

3' - 6" R.O.

F

IE

LD

V

E R

IF

Y

7'

R O

03 - HOLLOW METAL FRAME

2" 3' - 2" 2"

6'

2"

FIELD VERIFY

3' - 6" R.O

F

IE

LD

V

E R

IF

Y

6'

1"

R .O

04 - HOLLOW METAL FRAME

2" 3' - 8" 2"

8" 6'

2"

FIELD VERIFY

4' - 0" R.O.

F

IE

LD

V

E R

IF

Y

6'

1"

R .O

NEW

CURB

02 - HOLLOW METAL FRAME

2"

7'

2"

FIELD VERIFY

3' - 0" R.O.

F

IE

LD

V

E R

IF

Y

7'

R .O

2"2' - 8"

F - FLUSH

P E

R S

C H

E D

U

LE

PER SCHEDULE

G - HALF GLASS

6"

6" 6"

3'

PER SCHEDULE

P E

R S

C H

E D

U

LE

AP - ACCESS PANEL

1" 1' - 11 1/2" 1"

P E

R D

E T

A

IL

1" 1'

1/

2" 1"

FLOOR

SOLID GROUT

EXISTING

PLASTER WALL

BACKER ROD AND SEALANT

2" X 8" HOLLOW METAL FRAME

ALIGN WITH EXISTING WALL

PLASTER FINISH TO MATCH AND

ALIGN WITH EXISTING WALL FINISH

EXPANSION ANCHOR TO EXISTING

MASONRY WALL, TYPICAL

1/2" 7 3/4".

NEW PLASTER FINISH

MATCHING EXISTING

REMOVE EXISTING WOOD

DOOR AND FRAME

HOLLOW METAL DOOR AS

SCHEDULED

SEALANT

REMOVE PARTIAL OF EXISTING

CONCRETE CURB FOR NEW DOOR

FRAME INSTALLATION

NEW CONCRETE CURB LINE

TO CLEAR NEW DOOR FRAME

EXISTING WALL

5/ 8"

2" 1/

4"

2" 1 15/16"

4 1/2" (curb demo)

SOLID GROUT

SEALANT, TYPICAL

2" HOLLOW METAL FRAME

EXPANSION ANCHOR TO

EXISTING MASONRY WALL

HOLLOW METAL DOOR AS

SCHEDULED

ANCHOR CLIPS

EXISTING WALL

1/2" 1/2"

R O

U G

H O

P E

N

IN

G

PATCH EXISTING WALL AND

WALL FINISH PER DEMOLITION,

TYPICAL

2" 5/

8"

2" 1 15/16"

A3.2

SIM .

PATCH EXISTING WALL

AND PLASTER FINISH PER

DEMOLITION, TYPICAL

BACKER ROD AND

SEALANT, TYPICAL

2" X 8" HOLLOW METAL

FRAME

EXPANSION ANCHOR TO

EXISTING MASONRY WALL

HOLLOW METAL DOOR

AS SCHEDULED

ANCHOR CLIPS

EXISTING MASONRY WALL

7 3/4".

2" 1/

4"

R O

U G

H O

P E

N

IN

G

SOLID GROUT

5/ 8"

1 15/16" 2"

SOLID GROUT

BACKER ROD AND SEALANT,

TYPICAL

2" X 8" HOLLOW METAL

FRAME ALIGN WITH EXISTING

EXTERIOR WALL

PLASTER FINISH TO MATCH

AND ALIGN WITH EXISTING

WALL PLASTER FINISH

ANCHOR TO STEEL STUDS

NEW WALL ADDITION

HOLLOW METAL DOOR AS

SCHEDULED

CONCRETE CURB BELOW

RE: SECTION DETAIL

EXISTING WALL

DOUBLE 8" STEEL STUDS

AT DOOR JAMB

CONTINUOUS PLASTER

FINISH RETURN AT JAMB

INTERIOREXTERIOR

8"

N

E W

W A

LL

A

D D

IT

IO

N

N E

W D

O O

R R

O U

G H

O P

E N

IN

G

3'

EXPANSION ANCHOR TO

EXISTING MASONRY WALL,

TYPICAL

NEW PLASTER FINISH ALIGN

WITH EXISTING PLASTER WALL

SOLID GROUT

EXISTING WALL

(F

IE

LD

V

E R

IF

Y

4' -0

E

X

IS

T

IN

G D

O O

R R

O U

G H

O P

E N

IN

G

A1.4

SIM

NEW FLEXIBLE MEMBRANE FLASHING

TIE INTO EXISTING WALL AIR AND

MOISTURE BARRIER, TYPICAL

FLEXIBLE MEMBRANE FLASHING

ON SHEET METAL SUPPORT

SEAL TIGHT AT SEALANT

BATT INSULATION

3 5/8" STEEL STUDS WITH 5/8" GYPSUM WALL BOARD

EXTERIOR SHEATHING ALIGN

WITH ADJACENT SHEATHING

HOLLOW METAL FRAME BEYOND

WALL LINE BEYOND

ALUMINUM THRESHOLD

SET IN BED OF SEALANT

FLOOR

ALUMINUM THRESHOLD TO

ALIGN WITH DOOR FRAME

TYPICAL 1/

2"

HOLLOW METAL DOOR

AS SCHEDULED

06/19/20

AS

BF

AS

VOLUME 2 DRAWING PACKAGE

A3.2

DOOR AND FRAME TYPES,

SCHEDULES AND DETAILS

DOOR FRAME TYPE

DOOR TYPE

DOOR AND FRAME SCHEDULE

IDENTIFICATION DIMENSIONS PANEL

TYPE

FRAME

FIRE

RATING

STC

RATING HW SET NOTESDOOR NO. ROOM NO. ROOM NAME

WIDTH

H T

PANEL

COUNT TYPE MATERIAL FINISH GLAZING MATERIAL FINISHW1 W2

TOTAL

WIDTH

L01 1' - 11 1/2" 1' - 11 1/2" 2" AP SS Default SS Default 90 SEE SHEET A3.3 FOR ACCESS PANEL ELEVATION

L02 L02 SERVICE LOBBY 2' - 8" 7' - 0" 1 3/4" F HM PNT 02 HM PNT 90 FIELD VERIFY ROUGH OPENING DIMENSIONS

301 301 ELEVATOR MACHINE ROOM - ELEVATOR 1 & 2 3' - 2" 6' - 9" 1 3/4" F HM PNT 03 HM PNT 90 FIELD VERIFY ROUGH OPENING DIMENSIONS

302 302 ELEVATOR MACHINE ROOM - ELEVATOR 3 & 4 3' - 2" 7' - 1" 1 3/4" F HM PNT 01 HM PNT 90 FIELD VERIFY ROUGH OPENING DIMENSIONS

401 400 STAIRWAY 3' - 0" 6' - 1" 1 3/4" F HM PNT 04 HM PNT 90 FIELD VERIFY ROUGH OPENING DIMENSIONS

402 400 STAIRWAY 3' - 2" 6' - 9" 1 3/4" G HM PNT 03 HM PNT FIELD VERIFY ROUGH OPENING DIMENSIONS

SERVICE LOBBYL01

DOOR JAMB DETAIL / HEAD SIMILAR - DOOR 301

DOOR JAMB DETAIL / HEAD SIM-DOOR L02 / DOOR 402 SIMDOOR JAMB DETAIL / HEAD SIMILAR - DOOR 302

DOOR JAMB DETAIL / HEAD SIMILAR - DOOR 401DOOR SILL DETAIL AT THRESHOLD

ROOM FINISH SCHEDULE

ROOM NUMBER NAME

FLOOR

Wall Finish

CEILING

CommentsFINISH BASE FINISH

301 ELEVATOR MACHINE ROOM -

ELEVATOR 1 & 2

SEAMLESS EPOXY

FLOORING (SEF)

NA PAINT PAINT REFER TO SPECIFICATION FOR SEAMLESS EPOXY FLOORING (SEF); PAINT TO MATCH EXISTING

302 ELEVATOR MACHINE ROOM -

ELEVATOR 3 & 4

NA NA PAINT PAINT LIMITED TO NEW GYPSUM WALL BOARD ONLY; PAINT TO MATCH EXISTING

400 STAIRWAY NA NA PAINT NA LIMITED TO ALL NEW DOORS, DOOR FRAMES AND NEW GYPSUM WALL BOARD ONLY; PAINT TO

MATCH EXISTING

L01 SERVICE LOBBY NA NA NA NA

L02 SERVICE LOBBY NA NA NA NA

A3.2

1/4" = 1'-0"

A3.2

1/4" = 1'-0"

A3.2

3" = 1'-0"

A3.2

3" = 1'-0"

A3.2

3" = 1'-0"

A3.2

3" = 1'-0"

A3.2

3" = 1'-0"

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

(insulated)

(insulated)

(insulated)

(insulated)

-750' - 0"

CAVE LEVEL

1"

(O P

E N

IN

G

S

IZ

E

1' -1

1/

2"

1"

T

IL

E S

U P

(B A

S E

T

IL

E

3' - 5" 1"

(OPENING SIZE)

1'-11 1/2". 1"

CUT WALL…