FY22_P2-488170-P2-488173_CJDEL-DRAWING COMPILATION.pdf

PDF 9 MB Posted Mar 27, 2023

Attached to: Chief Joseph Dam Powerhouse Passenger and Freight Elevator Replacement Federal contract opportunity
Solicitation number: W912DW23R0005
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation for elevator replacement work at Chief Joseph Dam Powerhouse in Washington State. The solicitation will include replacement of both the hydraulic freight elevator and electric passenger elevator to upgrade to current code compliance. The project scope involves full replacement of elevator systems and equipment, machine room upgrades, and fire alarm work. Offerors should check for solicitation updates on SAM.gov and register in SAM prior to any DoD contract award. The NAICS code is 333921 and small business size standard is 1,000 employees. The solicitation type will be unrestricted with response and award dates to be determined.

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Other files for this federal contract opportunity

Other files attached to Chief Joseph Dam Powerhouse Passenger and Freight Elevator Replacement, newest first.
File	Type	Posted
Amendment 0004 CJ Elevators Bidder Site Visit Questions.pdf	PDF	May 16, 2023
Amendment 0003 W912W23R0005 CJD Passenger and Freight Elevators Replacement.pdf	PDF	May 16, 2023
Amendment 0003- CJD Elevators Replacement Site Visits May 2023.pdf	PDF	May 16, 2023
Amendment 0003 -CJD Elevators Replacement Site Visit Attendance List.pdf	PDF	May 16, 2023
Amendment 0004 W912W23R0005 CJD Elevators Passenger and Freight Elevators.pdf	PDF	May 16, 2023
Amendment 0005 W912DW23R0005 CJD Passenger and Freight Elevators.pdf	PDF	May 16, 2023
Amendment 0002 W912DW23R0005 CJD Passenger and Freight Elevators.pdf	PDF	Apr 4, 2023
Amendment 0001 W912DW23R0005 CJD Passenger and Freight Elevators.pdf	PDF	Mar 29, 2023
Solicitation W912DW23R0005 CJD Passenger and Freight Elevators Re-Bid 27Mar2023.pdf	PDF	Mar 28, 2023
FY22 CJD Powerhouse Passenger and Freight Elevators Replacement Specifications.pdf	PDF	Mar 28, 2023
FY22_P2-488170-P2-488173_CJDEL-REF1-FREIGHT ELEVATOR (1).pdf	PDF	Mar 27, 2023
FY22_P2-488170-P2-488173_CJDEL-REF2-PASSENGER ELEVATOR (1).pdf	PDF	Mar 27, 2023
Solicitation W912DW23R0005 CJD Passenger and Freight Elevators Re-Bid 27Mar2023.pdf	PDF	Mar 27, 2023

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US Army Corps of Engineers ®

SHEET ID

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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SEATTLE DISTRICT

W912DW22R0002

09 MAY 2022

CHIEF JOSEPH DAM, BRIDGEPORT, WASHINGTON

CHIEF JOSEPH DAM POWERHOUSE PASSENGER & FREIGHT ELEVATORS REPLACEMENT

FY22 P2-488170 & P2-488173 CJDEL

12" = 1'-0"

PROJECT VICINITY MAP

12" = 1'-0"

PROJECT LOCATION MAP

SHEET ID

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Au th or

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VOLUME 1 - P2-488173 - FREIGHT ELEVATOR

01 GENERAL - VOLUME 1 - FREIGHT ELEVATOR

GF003 ABBREVIATIONS, SYMBOLS & BUILDING SUMMARY

GF004 CODE SUMMARY

GF102 OVERALL POWERHOUSE PLAN

GF103 PHOTOGRAPHS - EXISTING CONDITION

07 STRUCTURAL - VOLUME 1 - FREIGHT ELEVATOR

SF001 STRUCTURAL GENERAL NOTES

SF100 STRUCTURAL PLANS

SF300 STRUCTURAL SECTIONS

SF500 STRUCTURAL DETAILS

SF501 STRUCTURAL DETAILS

08 ARCHITECTURAL - VOLUME 1 - FREIGHT ELEVATOR

AF001 ARCHITECTURE GENERAL NOTES

AF102 FLOOR PLANS

AF103 MACHINE ROOM

AF201 INTERIOR ELEVATIONS

AF301 SECTIONS

AF501 PLATFORM DETAILS

AF502 ELEVATOR OPERATING PANEL DETAILS

AF601 DETAILS & SCHEDULES

11 FIRE PROTECTION - VOLUME 1 - FREIGHT ELEVATOR

FF001 FIRE PROTECTION GENERAL NOTES AND LEGEND

FF101 FIRE ALARM PLAN FREIGHT ELEVATOR

FF102 FIRE ALARM FREIGHT ELEVATOR ROUTING PLAN

14 MECHANICAL - VOLUME 1 - FREIGHT ELEVATOR

MF001 MECHANICAL ABBREVIATIONS, SYMBOLS & GENERAL NOTES

MF101 MACHINE ROOM FLOOR PLAN

15 ELECTRICAL - VOLUME 1 - FREIGHT ELEVATOR

EF001 ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES

EF101 MACHINE ROOM DEMO

EF102 MACHINE ROOM NEW

EF103 MACHINE ROOM LIGHTING PLAN

EF601 ONE-LINE DIAGRAM

DRAWING INDEX

01 GENERAL

G-001 TITLE LOCATION AND VICINITY MAPS

G-002 DRAWING INDEX

G-101 OVERALL SITE PLAN AND STAGING AREA

VOLUME 2 - P2-488170 - PASSENGER ELEVATOR

01 GENERAL - VOLUME 2 - PASSENGER ELEVATOR

GP003 ABBREVIATIONS, SYMBOLS & BUILDING SUMMARY

GP004 CODE SUMMARY

GP102 OVERALL POWERHOUSE PLAN

GP103 PHOTOGRAPHS - EXISTING CONDITION

08 ARCHITECTURAL - VOLUME 2 - PASSENGER ELEVATOR

AP001 ARCHITECTURE GENERAL NOTES

AP102 FLOOR PLANS

AP103 FLOOR PLANS

AP104 FLOOR PLANS

AP105 MACHINE ROOM

AP201 INTERIOR ELEVATIONS

AP301 ELEVATOR SECTIONS DEMOLITION

AP302 ELEVATOR SECTIONS

AP501 DETAILS

AP502 ELEVATOR OPERATING PANEL DETAILS

AP601 DETAILS & SCHEDULES

11 FIRE PROTECTION - VOLUME 2 - PASSENGER ELEVATOR

FP001 FIRE PROTECTION GENERAL NOTES AND LEGEND

FP101 FIRE ALARM PLAN PASSENGER ELEVATOR

FP301 ELEVATOR RECALL FIRE ALARM SHEET

FP501 FIRE ALARM DETAILS

FP502 FIRE ALARM MATRIX

14 MECHANICAL - VOLUME 2 - PASSENGER ELEVATOR

MP001 MECHANICAL ABBREVIATIONS, SYMBOLS & GENERAL NOTES

MP101 MACHINE ROOM FLOOR PLAN

15 ELECTRICAL - VOLUME 2 - PASSENGER ELEVATOR

EP001 ELECTRICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

EP101 MACHINE ROOM DEMO

EP102 MACHINE ROOM NEW

EP103 MACHINE ROOM LIGHTING PLAN

EP601 ONE-LINE DIAGRAM

REFERENCE DRAWING INDEX

GENERAL NOTES

1. CONTRACTOR STAGING AND OFFICE AREAS ARE TO BE SHARED WITH

OTHER CONTRACTORS AND THE GOVERNMENT. THERE ARE NO UTILITIES

AVAILABLE AT THE STAGING AREAS

2. MAINTAIN SAFE WORKING AND STRUCTURE CLEARANCES FROM OVERHEAD

HIGH VOLTAGE CONDUCTORS.

3. TRANSMISSION LINE LOCATIONS ARE APPROXIMATE.

4. MAIN ACCESS GATE WIDTH UP TO 22'-0" WIDE, REQUIRES GOVERNMENT

APPROVAL.

5. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS (INCLUDING STORAGE

OF MATERIALS) ON GOVERNMENT PREMISES TO AREAS AUTHORIZED OR

APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL HOLD

AND SAVE THE GOVERNMENT, ITS OFFICERS AND AGENTS, FREE AND

HARMLESS FROM LIABILITY OF ANY NATURE OCCASIONED BY THE

CONTRACTOR’S PERFORMANCE.

6. TEMPORARY BUILDINGS (E.G., STORAGE SHEDS, SHOPS, OFFICES) AND

UTILITIES MAY BE ERECTED BY THE CONTRACTOR ONLY WITH THE

APPROVAL OF THE CONTRACTING OFFICER AND SHALL BE BUILT WITH

LABOR AND MATERIALS FURNISHED BY THE CONTRACTOR WITHOUT

EXPENSE TO THE GOVERNMENT. THE TEMPORARY BUILDINGS AND

UTILITIES SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND SHALL

BE REMOVED BY THE CONTRACTOR AT ITS EXPENSE UPON COMPLETION OF

THE WORK. WITH THE WRITTEN CONSENT OF THE CONTRACTING OFFICER,

THE BUILDINGS AND UTILITIES MAY BE ABANDONED AND NEED NOT BE

REMOVED.

7. THE CONTRACTOR SHALL, UNDER REGULATIONS PRESCRIBED BY THE

CONTRACTING OFFICER, USE ONLY ESTABLISHED ROADWAYS, OR USE

TEMPORARY ROADWAYS CONSTRUCTED BY THE CONTRACTOR WHEN AND

AS AUTHORIZED BY THE CONTRACTING OFFICER. WHEN MATERIALS ARE

TRANSPORTED IN PROSECUTING THE WORK, VEHICLES SHALL NOT BE

LOADED BEYOND THE LOADING CAPACITY RECOMMENDED BY THE

MANUFACTURER OF THE VEHICLE OR PRESCRIBED BY ANY FEDERAL,

STATE, OR LOCAL LAW OR REGULATION. WHEN IT IS NECESSARY TO CROSS

CURBS OR SIDEWALKS, THE CONTRACTOR SHALL PROTECT THEM FROM

DAMAGE. THE CONTRACTOR SHALL REPAIR OR PAY FOR THE REPAIR OF

ANY DAMAGED CURBS, SIDEWALKS, OR ROADS.

US Army Corps of Engineers ®

SHEET ID

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NTS

OVERALL SITE AND STAGING PLANB1

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XF100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

FREIGHT ELEVATOR

ANNOTATION CALLOUTS/DRAWING SYMBOLS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HHMB HEX HEAD MACHINE BOLT

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

A101

SIM

A101

1 Ref

R ef

1Ref

R ef

Name Elevation

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U ------------------

UON UNLESS OTHERWISE NOTED

V.I.F. VERIFY IN FIELD

SHEET NUMBER WITHIN SERIES

A101

__________________________________________ Room name

PLAN NORTH

PROJECT LOCATION: CHIEF JOSEPH DAM, BRIDGEPORT WA

FISCAL YEAR: FY 2022

PROJECT NAME: CHIEF JOSEPH DAM HYDRAULIC FREIGHT

ELEVATOR REPLACEMENT

PROJECT NUMBER: P2# 488173

PROJECT DESCRIPTION:

CHIEF JOSEPH DAM’S FREIGHT ELEVATOR IS CURRENTLY EXPERIENCING

OPERATIONAL ISSUES THAT REGULARLY IMPACT THE DAILY WORK AND SAFETY OF

PERSONNEL IN THE POWERHOUSE. THE FREIGHT ELEVATOR IS USED DAILY TO

TRANSPORT MECHANIC’S TOOLBOXES AND ELECTRIC CARTS WHICH ARE DRIVEN

ONTO THE FREIGHT ELEVATOR ACCOMPANIED BY THEIR OPERATOR FROM THE

STATION SERVICE SWITCHGEAR FLOOR (ELEVATION 785) UP TO THE MAIN FLOOR

(ELEVATION 810) OF THE POWERHOUSE. WITHOUT USE OF THE FREIGHT ELEVATOR,

DAM PERSONNEL MUST EITHER HAND CARRY THE SMALLER LOAD ITEMS OR MUST USE

THE BRIDGE CRANE TO MOVE THOSE LOADS, BOTH OF WHICH IMPACT THE SAFETY OF

PERSONNEL, OPERATIONAL READINESS, AND OPERATIONAL CAPABILITY OF PROJECT

PERSONNEL DUE TO LOST WORK HOURS.

THE FREIGHT ELEVATOR WAS INSTALLED AFTER THE ADDITIONAL UNITS WERE PUT IN

SERVICE AT CHIEF JOSEPH DAM IN THE 1980S. SINCE ITS INSTALLATION, THE ELEVATOR

HAS NOT BEEN REHABILITATED, BUT HAS EXPERIENCED OPERATIONAL ISSUES AND

BREAK DOWNS WHICH NECESSITATED IT BEING TAKEN OUT OF SERVICE FOR MONTHS

AT A TIME FOR MAINTENANCE. ADDITIONAL WORK WAS REQUIRED WHEN IT WAS

TAKEN OUT OF SERVICE TO BRING THE ELEVATOR UP TO CODE. SIGNIFICANT PHYSICAL

DETERIORATION, FREQUENT REPAIRS, INTENSIVE LABOR, AND SAFETY CONCERNS

HAVE ALL COMBINED TO WARRANT THE ELEVATOR REPLACEMENT.

A FULL REPLACEMENT OF THE HYDRAULIC FREIGHT ELEVATOR IS REQUIRED AT THE

CHIEF JOSEPH DAM, BRIDGEPORT WA. THE SCOPE OF WORK WILL INCLUDE THE

INSTALLATION OF NEW ELEVATOR SYSTEMS THAT WILL INCREASE THE ELEVATOR

CAPACITY FROM 5,000 LBS TO 10,000 LBS AND WILL CHANGE THE ELEVATOR CLASS OF

LOADING FROM CLASS A - GENERAL FREIGHT LOADING TO C - INDUSTRIAL TRUCK

LOADING. THE ELEVATOR REPLACEMENT WILL INCLUDE INFRASTRUCTURE UPGRADES,

AND NECESSARY EQUIPMENT.

TO BE DEMOLISHED

NEW CONSTRUCTION

EXISTING TO REMAIN

US Army Corps of Engineers ®

SHEET ID

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D B

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F R

H T

R S

T C

, B R

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-F R

H T

FREIGHT

ELEVATOR

GF003

N S, S

M M

C O

R N

C O

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O C

S C

Y, S

M . S

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2D W

OCCUPANCY GROUP F-1

HYDROELECTRIC GENERATION

LIMITED ACCESS STRUCTURE

IBC SECTION 306.2

NFPA 850

CHAPTER 17

NFPA 101, SECTION 3.3.282.3

THE OCCUPANCY CLASSIFICATION OF THE CHIEF JOSEPH DAM POWER HOUSE AND CONTROL STRUCTURE IS MODERATE-

HAZARD FACTORY INDUSTRIAL (F-1)

THIS CHAPTER IDENTIFIES FIRE AND EXPLOSION HAZARDS OF HYDROELECTRIC GENERATING STATIONS. SUCH FACILITIES INCLUDE BOTH DAM-TYPE FACILITIES USING PENSTOCKS TO DIRECT WATER TO VERTICAL TYPE HYDRO TURBINE GENERATORS AND RUN-OF-THE-RIVER FACILITIES IN WHICH RIVER WATER IS CHANNELED THROUGH AXIAL-TYPE HYDRO

TURBINE GENERATORS

THE CHIEF JOSEPH DAM POWER HOUSE AND CONTROL STRUCTURE FALLS UNDER THE DEFINITION OF THE LIMITED ACCESS STRUCTURE. A STRUCTURE OR PORTION OF A STRUCTURE LACKING EMERGENCY OPENINGS. (SAF-IND)

CONSTRUCTION TYPE 1B IBC CHAPTER 6

602.2

TABLE 601

THE STRUCTURE MOST RESEMBLES TYPE IB CONSTRUCTION AND IS GENERALLY A MONOLITHIC, REINFORCED CONCRETE

STRUCTURE. IBC SECTION 602.2 DEFINES TYPE I RATED BUILDINGS AS FOLLOWS:

"TYPES I AND II CONSTRUCTION ARE THOSE TYPES OF CONSTRUCTION IN WHICH THE BUILDING ELEMENTS LISTED IN TABLE 601 ARE OF NON COMBUSTIBLE MATERIALS, EXCEPT AS PERMITTED IN SECTION 603 AND ELSEWHERE IN THIS CODE."

FIRE RESISTIVE

REQUIREMENTS

IBC TABLE 601 & 602 UFC 3-600-01 REQUIRES THAT NFPA 101 BE USED TO DETERMINE FIRE RESISTIVE REQUIREMENTS OF NON BEARING PARTITIONS. FOR OTHER FIRE RESISTIVE REQUIREMENTS, THE IBC IS USED. PER IBC TABLES 601 AND 602, THE FIRE

RESISTIVE RATINGS ARE AS FOLLOWS:

1. EXTERIOR WALLS 2-HOUR

2. INTERIOR BEARING WALLS 2-HOUR

3. STRUCTURAL FRAME 2-HOUR

4. INTERIOR NON-BEARING PARTITIONS 0-HOUR (PER NFPA 101 WHEN NOT USED FOR OCCUPANCY SEPARATION)

5. FLOORS AND FLOOR-CEILINGS 2-HOUR

6. ROOFS AND ROOF CEILINGS 0-HOUR

EXIT ACCESS TRAVEL

DISTANCE

200 FEET IBC, TABLE 1017.2 THE F-1 OCCUPANCY (WITHOUT SPRINKLER SYSTEM) CANNOT EXCEED 200 FEET FOR EXIT ACCESS TRAVEL DISTANCE.

BUILDING CODE ANALYSIS

AREA LIMITATION

160 FEET/11 STORIES IBC TABLE 504.3/

IBC TABLE 504.4

IBC, TABLE 506.2, ALLOWS AN F-1 OCCUPANCY NON SPRINKLERED FACILITY TO BE UNLIMITED IN AREA.

F-1 OCCUPANCIES CAN BE 160 FEET IN HEIGHT OR 11 STORIES. THE EXISTING FACILITY HAS 4 STORIES ABOVE GRADE

PLANE. THE TOTAL BUILDING HEIGHT FROM THE GROUND FLOOR EL. 810.00 IS 60 FEET.

THE STRUCTURE HAS 1 ACCESS LEVEL AT EL 810.00.

HEIGHT LIMITATION

IBC TABLE 506.2UNLIMITED

ELEVATOR LOBBIES/

ELEVATOR SHAFT

PRESSURIZATION

UFC 1-200-01, AND UFC 3-600-01, REQUIRE COMPLIANCE WITH EACH OTHER. UFC 1-200-01 REQUIRES COMPLIANCE WITH IBC CHAPTER 30 FOR ELEVATORS.

CHAPTER 30 REQUIRES COMPLIANCE WITH SECTION 713 FOR SHAFTS. SECTION 713.14 REQUIRES ELEVATOR LOBBIES, IF THE ELEVATORS SERVES MORE THEN 3 STORIES, OR UNLESS THE BUILDING IS FULLY SPRINKLERED OR THE HOIST WAY IS PRESSURIZED.

THE FREIGHT ELEVATOR IS SERVICING ONLY TWO FLOORS. NO ELEVATOR LOBBIES OR HOISTWAY/MACHINE ROOM PRESSURIZATION IS REQUIRED FOR THIS

ELEVATOR.

UFC 1-200-01

UFC 3-490-06

UFC 3-600-01

IBC CHAPTER 30 EXCEPT AS

MODIFIED BY UFC 3-490-06 AND

UFC 3-600-01.

AUTOMATIC

SPRINKLERS EXISTING NON-SPRINKLERED BUILDINGN/A

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

GF004

C O

D E

Y C

O N

E C

O N

L O

D R

Y, S

M . S

. P R

2D W

131415161718192021222324252627

OPEN TO BELOWOPEN TO BELOW

BREAKER GALLERYBREAKER GALLERY

ASSEMBLY

BAY

STATION

SERVICE

123456789101112

OPEN TO BELOWOPEN TO BELOW

BREAKER GALLERYBREAKER GALLERY

3.4

EL. 810EL. 785

AF102

(2 ) C

1/ G

(1 ) C

1/ G

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

GF102

H O

N C

O N

E C

O N

L O

D R

Y, S

M . S

. P R

2D W

1" = 40'-0"C1 PLAN - POWERHOUSE AT EL. 810.00

0 40'20' 80'

POWERHOUSE KEYPLAN

(1 ) C

1/ G

(2 ) C

1/ G

LOCATION OF FREIGHT ELEVATOR IN POWERHOUSE

1. COORDINATE OPENINGS, LOCATIONS, AND SIZES OF EXISTING ELEVATOR

EQUIPMENT AND EXISTING STRUCTURE. SEE MECHANICAL & ELECTRICAL

FOR ADDITIONAL EQUIPMENT INFORMATION.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING NEW AND EXISTING

ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND STRUCTURAL ELEMENTS

WITH THE NEW SELECTED ELEVATOR.

3. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS

PRIOR TO DOING WORK. IF CONTRACTOR NOTES THAT ANY DIMENSIONS,

SIZES, AND THICKNESS ARE DIFFERENT FROM THOSE INDICATED, THEN

CONTRACTOR IS TO INFORM CONTRACTING OFFICER PRIOR TO DOING ANY

WORK.

4. ALL OPENING DIMENSIONS INDICATED MUST BE FIELD VERIFIED.

CONTRACTOR IS TO SUBMIT FOR APPROVAL ALL METHODS OF PRODUCING

THE FINISHED OPENING AND ANY METHODS OF REPAIRING ANY REQUIRED

OVERCUT OF THE OPENING AND THE PROTECTION OF ANY EXISTING

REINFORCEMENT FROM CORROSION.

5. ALL PHOTOS ARE FOR INFORMATION ONLY.

GENERAL NOTES:

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

GF103

H S

-E

G C

O N

C O

R N

C O

R L

O C

S C

Y, S

M . S

. P R

2D W

PHOTO FOR REFERENCE ONLYE1 PHOTOGRAPH - FREIGHT ELEVATOR

PHOTO FOR REFERENCE ONLYC1 PHOTOGRAPH - ELEVATOR INTERIOR GATE

PHOTO FOR REFERENCE ONLYA1 PHOTOGRAPH - ELEVATOR CAB

PHOTO FOR REFERENCE ONLYA5 PHOTOGRAPH - ELEVATOR MACHINE SPACE CAGE

PHOTO FOR REFERENCE ONLYC5 PHOTOGRAPH - COLUMN SUPPORTING THE ELEVATOR

PHOTO FOR REFERENCE ONLYE5 PHOTOGRAPH - ELEVATOR HOISTWAY PIT

STRUCTURAL GENERAL NOTES

1. COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER

DISCIPLINE DRAWINGS.

2. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS AND REPORT ANY

DISCREPANCIES FROM THE CONTRACT DRAWINGS TO THE CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO COMMENCING WITH WORK. SCALING OF

WORKING DIMENSIONS FROM THE STRUCTURAL DRAWINGS IS PROHIBITED.

3. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND

METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND

TEMPORARY BRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY

MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE

SITE AND ADJACENT TO THE SITE. VISITS TO THE SITE BY THE CONTRACTING

OFFICER'S REPRESENTATIVE SHALL NOT RELIEVE THE CONTRACTOR OF SUCH

RESPONSIBILITY.

4. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURERS' WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS

NOTED OTHERWISE.

5. ELEVATION DATUM PER CIVIL DRAWINGS. NOTIFY THE CONTRACTING OFFICER

OF ANY DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND OTHER

DISCIPLINE DRAWING ELEVATIONS.

6. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL DRAWINGS OF OTHER

DISCIPLINES, COORDINATE WORK OF ALL TRADES. THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS PRIOR TO FABRICATION

OR ERECTION OF THE STRUCTURE. PENETRATIONS THROUGH THE STRUCTURE

ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL BY THE CONTRACTING

OFFICER.

7. THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL

FEATURES, UNLESS OTHERWISE NOTED, DIMENSIONS SHOWN ON PLANS,

SECTIONS, AND DETAILS ARE TO GOVERN THE STRUCTURAL WORK.

8. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP

DRAWINGS UNDER ANY CIRCUMSTANCE.

1. THE PROJECT SHALL BE DESIGNED PRIMARILY UNDER THE INTERNATIONAL

BUILDING CODE AS MODIFIED BY STATE AND LOCAL AMENDMENTS.

STRUCTURAL DESIGN, FABRICATION, AND CONSTRUCTION SHALL BE IN

ACCORDANCE WITH THE GOVERNING CODE EDITIONS PER THE IBC, INCLUDING

BUT NOT LIMITED TO:

A. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

B. AISC MANUAL OF STEEL CONSTRUCTION

C. AISI S100 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-

FORMED STEEL STRUCTURAL MEMBERS

D. AISI S213 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL

FRAMING - LATERAL DESIGN

E. ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN

LOADS FOR BUILDINGS AND OTHER STRUCTURES

F. AWS D1.1 STRUCTURAL WELDING CODE - STEEL

G. EM 1110-2-2000 STANDARD PRACTICE FOR CIVIL WORKS STRUCTURES

H. INTERNATIONAL BUILDING CODE (IBC)

2. DESIGN LOADS:

A. RISK CATEGORY = II

B. LIVE LOADS:

1. PLATFORM = 100 PSF

2. ENCLOSURE ROOF = 20 PSF

C. SEISMIC LOAD:

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE

ACCELERATIONS:

A. Ss = 0.438g B. S1 = 0.166g

2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS

A. Sds = 0.423g B. Sd1 = 0.251g

3. SITE CLASS = D

4. SEISMIC DESIGN CATEGORY = C

5. IMPORTANCE FACTOR = 1.0

6. BASIC SEISMIC FORCE RESISTING SYSTEM:

A. MACHINE ROOM ENCLOSURE = LIGHT-FRAME WALLS

WITH SHEAR PANELS OF ALL OTHER MATERIALS

B. MACHINE ROOM PLATFORM = ORDINARY MOMENT FRAME

7. RESPONSE MODIFICATION COEFFICIENT:

A. MACHINE ROOM ENCLOSURE R = 2

B. MACHINE ROOM PLATFORM R = 3 1/2

8. SEISMIC RESPONSE COEFFICIENT:

A. MACHINE ROOM ENCLOSURE Cs = 0.21 B. MACHINE ROOM PLATFORM Cs = 0.12

9. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE

10. SEISMIC BASE SHEARS:

A. MACHINE ROOM ENCLOSURE V = 0.5 KIPS

B. MACHINE ROOM PLATFORM V = 0.6 KIPS

DESIGN STANDARDS & LOADS

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE W/

THE AISC STEEL CONSTRUCTION MANUAL.

2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE

CONTRACTOR AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL

PERMANENT LOAD-RESISTING ELEMENTS AND CONNECTIONS ARE COMPLETELY

INSTALLED.

3. WIDE FLANGE SHAPES AND TEES:

A. ASTM A992, Fy = 50 KSI

4. PLATES AND ANGLES:

A. ASTM A572 GRADE 50, Fy = 50 KSI

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS:

A. ASTM A500 GRADE C, Fy = 50 KSI

6. ROUND HOLLOW STRUCTURAL SECTIONS:

A. ASTM A500 GRADE C, Fy = 46 KSI

7. OTHER SHAPES AND THREADED RODS:

A. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE

8. BOLTS:

A. ASTM F3125

B. ALL FIELD-BOLTED CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE

CONNECTIONS, THREADS INCLUDED IN SHEAR PLANE

C. ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL USE

HIGH-STRENGTH BOLTS WITH HARDENED CARBON STEEL WASHERS AS

REQUIRED FOR THE CONNECTION LOADS

9. WELDING:

A. IN ACCORDANCE WITH AWS D1.1 USING E70XX ELECTRODE WITH LOW

HYDROGEN

B. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND

SHALL CONFORM TO AWS STANDARDS

C. CURRENT AWS CERTIFICATIONS SHALL BE AVAILABLE AT THE JOB SITE

FOR REVIEW BY THE CONTRACTING OFFICER'S REPRESENTATIVE

10. ANCHOR BOLTS:

A. ASTM F1554 GRADE 36

B. PROTECT IN-PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY

C. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR

APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OF RECORD:

1. SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED

ANCHOR BOLTS ARE INDICATED

2. REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR

BOLTS

D. NONSHRINK GROUT COMPRESSIVE STRENGTH = 5000 PSI

11. STEEL USING COMPLETE JOINT PENETRATION GROOVE WELDS THAT FUSE

THROUGH THE THICKNESS OF THE FLANGE OR WEB SHALL HAVE A MINIMUM

CHARPY V-NOTCH IMPACT TESTING VALUE AS FOLLOWS:

A. ASTM A6 HOT-ROLLED SHAPES WITH A FLANGE THICKNESS EXCEEDING 2

INCHES 20 FT-LB @ 70 DEG. F. THIS TESTING TO BE IN ACCORDANCE

WITH SUPPLEMENTARY REQUIREMENT S30, CHARPY V-NOTCH IMPACT

TEST FOR STRUCTURAL SHAPES - ALTERNATE CORE LOCATION.

12. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE

PERMITTED.

13. BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD.

14. CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN

CALCULATIONS FOR ANY ALTERNATE DETAILS AND MEMBER SPLICES.

15. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED

EXCEPT AS DETAILED ON THE DRAWINGS, PERMITTED IN THE SPECIFICATIONS,

AS INDICATED ON APPROVED SUBMITTALS, AND AS SPECIFICALLY APPROVED ON

SHOP DRAWINGS PRIOR TO FABRICATION.

16. STRUCTURAL STEEL SHALL BE GALVANIZED, UNO.

17. APPLY FIELD TOUCH-UPS PER SPECIFICATIONS.

18. STEEL BAR GRATING:

A. STEEL BAR GRATING SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH NAAMM MANUALS

B. MATERIAL = ASTM A1011, GALVANIZED

C. CONSTRUCTION = WELDED

D. MAIN BEARING BARS = 3/16" x 2 1/4" AT 1 3/16" CENTERS

E. CROSS BARS = AT 4" CENTERS

F. SURFACE = PLAIN

G. FABRICATE GRATING IN SECTIONS NOT GREATER THAN 5 FT WIDE

ABBREVIATIONSSYMBOLS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

& AND

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

AGG AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATE

ARCH ARCHITECT

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

AVG AVERAGE

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM (OF)

BDRY BOUNDARY

BLKG BLOCKING

BOS BOTTOM OF STEEL

BOTT BOTTOM

BTWN BETWEEN

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CFMF COLD-FORMED METAL FRAMING

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

CTR CENTER

CU FT CUBIC FEET

D DEPTH

DEG, ° DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA, Ø DIAMETER

DIR DIRECTION

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EM ENGINEERING MANUAL

ES EACH SIDE

EL/ELEV ELEVATION

EQ EQUAL

EXP EXPOSED

EXIST EXISTING

F FAHRENHEIT

FDN FOUNDATION

FF FINISH FACE

FG FINISH GRADE

FOC FACE OF CONCRETE

FT FEET, FOOT

FTG FOOTING

GALV GALVANIZED

GYP GYPSUM BOARD

HORIZ HORIZONTAL

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

ILO IN LIEU OF

IN INCH, INCHES

ISS IN-SITU STABILIZATION

LBS POUND

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

MATL MATERIAL

MAX MAXIMUM

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MOD MODIFY

MTL METAL

N/A NOT APPLICABLE

NO, # NUMBER

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PAF POWDER ACTUATED FASTENER

PCF POUNDS PER CUBIC FOOT

PCT, % PERCENT

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

REF REFERENCE

REINF REINFORCING

REQ'D REQUIRED

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SF SQUARE FOOT (FEET)

SIM SIMILAR

SOMD SLAB OVER METAL DECK

SQ SQUARE

SS STAINLESS STEEL

SSMA STEEL STUD MANUFACTURERS OF AMERICA

STD STANDARD

T/ TOP (OF)

TEMP TEMPORARY

THK THICKNESS

TOS TOP OF STEEL / TOP OF SLAB

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

USACE UNITED STATES ARMY CORPS OF ENGINEERS

W/ WITH

WT WIDE FLANGE TEE

REFER TO A/E/C CAD

STANDARD FOR SHEET

NUMBERING STANDARDS

REVISION TAG

NORTH ARROW

SECTION

EXTERIOR ELEVATION

ENLARGEMENT, DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

SHEET NUMBER

NORTH

A101

SIM

A101

NAME

ELEVATION

SHEET NUMBER

WITHIN SERIES

DIRECTION

WF OR HSS SECTION1. INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED

LITERATURE, AND AS INDICATED.

2. ADHESIVE SHALL CONSIST OF A TWO COMPONENT STRUCTURAL GRADE

INJECTION MATERIAL CONFIRMING TO ASTM C881.

3. ALL ANCHORS SHALL BE APPROVED FOR USE WITH THE GOVERNING EDITION OF

THE IBC.

4. DRILL HOLES WITH A PERCUSSION-TYPE DRILL AND REMOVE ALL CUTTINGS FROM

THE HOLES. DO NOT CORE DRILL. DO NOT CUT REINFORCING. DRILL HOLES

STRAIGHT AND TRUE AT RIGHT ANGLES TO THE FACE, UNO.

ADHESIVE ANCHORS

CALLOUT TO SURFACE ITEM

OR SURFACE FEATURE

1. COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND SSMA AS

APPLICABLE.

2. SHAPE DESIGNATIONS FOR STUDS, JOISTS, TRACK, CHANNELS, AND FURRING

CHANNELS:

A. PER SSMA PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER

DEPTH, STYLE, FLANGE WIDTH, AND MATERIAL THICKNESS

3. FRAMING MEMBERS:

A. ASTM A653 GRADE 33, Fy = 33 KSI, UNLESS NOTED OTHERWISE.

B. ASTM A653 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR

GREATER

C. TENSION STRAPS GRADE 50, Fy = 50 KSI

4. FINISH:

A. GALVANIZED

5. MECHANICAL FASTENERS:

A. CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING STEEL

DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING AND

MANUFACTURER'S STANDARD HEADS ELSEWHERE

B. SCREWS SHALL HAVE A CENTER TO CENTER SPACING OF AT LEAST 3

TIMES THE NOMINAL DIAMETER OF THE SCREW

C. SCREWS SHALL HAVE A CENTER OF SCREW TO EDGE OF STEEL

DIMENSION OF AT LEAST 1.5 TIMES THE NOMINAL DIAMETER OF THE

SCREW

D. POWDER ACTUATED FASTENERS:

1. PAF TO CONCRETE:

A. MINIMUM DIAMETER = 0.157"

B. MINIMUM EMBEDMENT LENGTH = 1 1/4"

C. MINIMUM EDGE DISTANCE = 3"

D. MINIMUM SPACING = 4"

2. PAF TO STEEL:

A. MINIMUM DIAMETER = 0.157"

B. MINIMUM EMBEDMENT LENGTH = VARIES, FASTENER SHALL

PENETRATE THROUGH THE STEEL BASE MATERIAL

C. MINIMUM EDGE DISTANCE = 1/2"

D. MINIMUM SPACING = 1"

3. SUBMIT SUBSTITUTION REQUEST FOR THE USE OF POWDER

ACTUATED FASTENERS OR SCREWS WITH MANUFACTURER

LITERATURE OR INTERNATIONAL CODE COUNCIL EVALUATION

SERVICE REPORTS SHOWING A LARGER CAPACITY THAN WHAT IS

SHOWN IN THE CONTRACT DOCUMENTS FOR EACH CONDITION

THE SUBSTITUTION REQUESTED

6. BOLTS:

A. ASTM F3125

7. WELDING:

A. IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE

8. UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS,

AND INTERSECTIONS.

9. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND

BOTTOM TRACK.

10. UNLESS NOTED OTHERWISE, ALL TRACK SHALL BE OF THE SAME MATERIAL AND

GAGE AS THE STUDS, MINIMUM TRACK FLANGE DEPTH = 1 1/2".

11. SPLICING OF STUDS SHALL NOT BE PERMITTED.

12. PROVIDE WALL STUD BRACING AT GYPSUM BOARD SHEATHED WALLS AS

FOLLOWS:

A. 1 1/2" STRAP BLOCKING BEHIND HORIZONTAL JOINT, ATTACH STRAP TO

STUD WITH SCREW, BOTH SIDES

COLD FORMED METAL FRAMING

1. STEEL DECK, ATTACHMENTS, AND ACCESSORIES SHALL BE FABRICATED,AND

INSTALLED IN ACCORDANCE WITH SDI MANUALS AND AISI COLD FORMED STEEL

DESIGN MANUAL.

2. METAL DECK:

A. 1 1/2", 20 GAGE WITH Fy = 50 KSI B. Imin = 0.21 IN^4/FT C. Smin =0.23 IN^3/FT

D. GALVANIZED G90

3. CONCRETE:

A. SEE CAST IN PLACE CONCRETE

4. WELDED WIRE FABRIC:

A. CONFORM TO ASTM A185, WELDABLE STEEL WIRE FABRIC SHEET TYPE

5. NOTHING SHALL BE SUSPENDED DIRECTLY FROM THE DECK UNLESS APPROVED

IN WRITING BY THE CONTRACTING OFFICER.

SLAB OVER METAL DECK

CAST-IN-PLACE CONCRETE

1. REINFORCED CONCRETE WORK IS TO BE IN ACCORDANCE WITH THE AMERICAN

CONCRETE INSTITUTE 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE.

2. MIXING, TRANSPORTING, PLACING, AND TESTING OF CONCRETE IS TO BE DONE

IN ACCORDANCE WITH ACI 301, UNO.

3. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE

WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.

4. REINFORCEMENT IS TO BE SECURELY HELD IN PLACE WHILE PLACING

CONCRETE. IF REQUIRED, ADDITIONAL BARS, STIRRUPS, OR CHAIRS SHALL BE

PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO KEEP

REINFORCEMENT IN PLACE PER DESIGN.

5. CONCRETE TO BE CURED BY METHOD COMPATIBLE WITH FINAL FINISH.

6. INTERIOR SLABS WITH TROWEL FINISH SHALL NOT HAVE AIR ENTRAINMENT.

7. ACCORDANCE WITH THE TYPICAL DETAILS, UNO.

8. JOINTS:

A. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION,

AND OTHER JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE

APPROVED BY THE CONTRACTING OFFICER

B. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS

SHALL BE CLEANED OF LAITANCE AND SHALL EXPOSE CLEAN COARSE

AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX. JUST PRIOR TO

DEPOSITING CONCRETE, SURFACE OF CONSTRUCTION JOINT SHALL BE

THOROUGHLY CLEANED AND WETTED

C. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS

PLACED AGAINST EXISTING CONCRETE. IN ADDITION, EXISTING

CONCRETE SURFACE SHALL BE ADEQUATELY PREPARED BY

APPLICATION OF A BONDING AGENT

9. FORMWORK:

A. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING,

STRUCTURAL ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE

FORMWORK IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS

B. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING,

INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON

THE CONTRACT DRAWINGS OR IN THE CONTRACT SPECIFICATIONS

C. SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS

D. CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES

REMAIN FREE OF DEBRIS AND WATER DURING CONSTRUCTION

10. CONCRETE EXPOSURE CATEGORIES AND CLASSES PER ACI 318:

A. FREEZING AND THAWING = F0

B. SULFATE = S0

C. CONTACT WITH WATER = W0

D. CORROSION PROTECTION OF REINFORCEMENT = C0

11. ELEVATED SLAB ON METAL DECK CONCRETE:

A. MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4,000 PSI, LIGHTWEIGHT

(TYPE B)

B. MAXIMUM LIGHTWEIGHT CONCRETE DENSITY = 115 PCF

12. WELDED WIRE FABRIC:

A. CONFORM TO ASTM A185, WELDABLE STEEL WIRE FABRIC SHEET TYPE

13. CONCRETE CLEAR COVER PER PLAN

THE CONTRACTOR SHALL EMPLOY AN ICC CERTIFIED SPECIAL INSPECTOR TO PROVIDE

INSPECTION TO ITEMS IN IBC CHAPTER 17 AND THE SPECIFICATIONS.

SPECIAL INSPECTIONS

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

SF001

U C

S C

O N

E C

O N

L O

D R

Y, S

M cC

2D W

SF300

8" 3'

7/ 8"

GRATING

EL 769

W10X15

EDGE OF

EXIST CONC

SF500

TYP

EXIST FREIGHT

ELEVATOR SUPPORT COL

TYP

SOMD IN

MACHINE ROOM

SF500

________________________________________________ L6X4X3/8L6X4X3/8

SF300

CFMF MACHINE ROOM

ENCLOSURE, TYP

RAILING

PER ARCH

RAILING PER ARCH

PENSTOCK BELOW

SF500

D.8D.9

3.5

3.4 W10X15

L6X4X3/8

MACHINE

ROOM

SF100

AT MACHINE

ROOM ROOF

OPENING

CONCRETE

WALKWAY

L5 X3

X1 /4

HSS3-1/2x3-1/2x1/8

ON TOP OF WF, TYP

HSS3-1/2x3-1/2x1/8

EXIST CONC WALLEXIST CONC WALL

TYP AT GRATING

TOS = 768' - 7"

TYP AT SOMD

LADDER

DOWN

SF500

________________________________________________ W

HSS3-1/2x3-1/2x1/8

TOS = 768' - 10 1/2"

W10X15

SF501

TYP

SF300

EL 758

EXIST FREIGHT

ELEVATOR

SUPPORT COLUMN

10' - 1 1/2"7' - 0"

LADDER BY

OTHERS,

COORDINATE

CONNECTIONS

WITH DETAILS

TYP

SF500

PENSTOCK AND

SUPPORT

HSS4X4X1/4HSS4X4X1/4

D.8D.9

3.5

3.4

FACE OF

EXISTING

CONCRETE

FACE OF

EXISTING

CONCRETE

SF501

TYP

PROVIDE PROTECTIVE COVER

OVER EXISTING FLOORING,

PENSTOCK AND PIPING DURING

ALL CONSTRUCTION, SEE NOTES

LEGEND:

GRATING OR METAL DECK

SOMD WITH SPAN DIRECTION

PENSTOCK PROTECTION ZONE

GENERAL NOTES:

1. SEE AF103 FOR DEMOLITION PLAN.

2. CONCRETE SLAB OVER METAL DECK FLOOR SLAB IS 5" TOTAL DEPTH,

LIGHTWEIGHT CONCRETE SLAB ON STEEL DECK REINFORCED WITH 6x6- W2.9xW2.9 WELDED WIRE FABRIC REINFORCING, 1" CLEAR FROM TOP OF

SLAB.

3. GRATING SHALL BE 1 1/2" TOTAL DEPTH.

4. FASTEN STEEL DECK TO SUPPORTS WITH #8 SCREWS AT 36/4 PATTERN

AT SLAB PERIMETER AND 36/4 PATTERN AT FIELD CONDITION.

5. FASTEN ADJACENT DECK UNITS WITH (4) #8 SIDELAP SCREWS PER SPAN.

6. ATTACH EDGE MOST DECK PANEL TO SUPPORTS WITH #8 SCREWS AT

SAME SPACING AS SIDELAPS.

7. COLD FORMED FRAMING SHALL BE 362S137-43 AT 24" OC MAX, TYP UNO.

8. SHEATH CFMF WALLS WITH 1/2" PLYWOOD AND 5/8" GYP, SEE ARCH

WALL SECTIONS, ATTACH PLYWOOD WITH #8 SCREWS AT 6" AT PANEL

EDGES AND 12" ELSEWHERE, TYP.

9. ATTACH MACHINE ROOM WALL TRACK TO CONCRETE WITH 0.157"Ø PAF'S

AT 16" OC AND 3" FROM EACH CORNER, END OF WALL STUD, OR STUD

ADJACENT TO OPENING.

10. ATTACH EACH WALL STUD TO TRACK WITH #8 SCREW TO EACH FLANGE.

11. COORDINATE DOOR OPENING WITH ARCHITECTURAL.

12. COORDINATE ALL MEP PENETRATIONS WITH THE MECH, ELEC, AND

PLUMBING DRAWINGS, REINFORCE PER TYPICAL DETAILS AND WHERE

NOTED.

13. DOUBLE STUDS IN WALLS FOR HEADER OR BEAM BEARING ABOVE SHALL

MATCH WALL STUD AND FLANGE SIZE.

14. PROVIDE ALL MEANS AND METHODS NECESSARY TO PROTECT

FLOORING, PENSTOCKS, AND PIPING SURROUNDING THE PENSTOCKS

FROM DAMAGE THAT CAN BE CAUSED FROM THE STRUCTURAL WORK,

AND OTHER ASSOCIATED WORK, INCLUDING BUT NOT LIMITED TO:

WELDING, STEEL ERECTION, COMPONENT INSTALLATION, ETC.

SF300

SF501

D.9

3.5

3.4

JOIST BLOCKING TO MATCH

JOIST AT 16" OC, EVERY

OTHER JOIST BAY

2"x2"x16 GAUGE

CONTINUOUS ANGLE

362S137-33 ROOF JOIST

AT 16" OC, TYP

2"x2"x16 GAUGE

CONTINUOUS ANGLETRACK TO CONC WALL, TYP

MACHINE ROOM

ENCLOSURE

GYP SHEATHING NOT SHOWN

TOS = 776' - 10 7/8"

EXIST 6" CHANNEL (OPENING SIDE)

NOTES:

1. EXISTING FRAMING FOR THE ELEVATOR

CAB FRAMING SHOWN IS FOR

REFERENCE ONLY.

2. DIAMOND PLATE FLOORING NOT SHOWN.

3. SUBMIT CALCULATIONS AND FRAMING

MODIFICATIONS REQURIED FOR 5,000

POUND LOAD INCREASE.

6" CHANNEL (OPENING SIDE)

T 4"

C H

EXIST 8" CHANNEL BEARING PL

T 4"

C H

T 4"

C H

T 4"

C H

T 4"

C H

T 4"

C H

T 4"

C H

T 4"

C H

- 1

VERIFY IN FIELD

+/- 8' - 0"

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

SF100

U C

S C

O N

E C

O N

L O

D R

Y, S

M cC

2D W

3/8" = 1'-0"E1 PLAN - ELEVATOR MACHINE ROOM EL 769

3/8" = 1'-0"A1 PLAN - PENSTOCK EL 758

02' 2' 4' 6'

02' 2' 4' 6' 3/8" = 1'-0"E6 PLAN - ELEVATOR MACHINE ROOM ROOF

02' 2' 4' 6'

NPOWERHOUSE KEYPLAN

1/2" = 1'-0"A6 PLAN - EXISTING FREIGHT ELEVATOR FRAMING

0 2' 4'2' 4'

N N

PENSTOCK

758' - 0"

MACHINE ROOM

769' - 0"

SF500

W10X15

BEAM TO CONC

CONN PER

SF500

GRATING

PER PLAN

4X 4X

SF500

RAILING

ANGLE PER

PLAN, CONN

PER

3.5 3.4

SF500

HSS PER

PLAN

PENSTOCK

758' - 0"

MACHINE ROOM

769' - 0"

4X 4X

W10X15

T/ROOF

SEE PLAN

SF500

BEAM TO CONC

CONNECTION

PER

SF500

ANGLE CONN PER

SOMD

SF501

CFMF WALL

PER PLAN

CFMF JOIST

3.5 3.4

SF500

DECK CLOSURE

PER SPECS

SF500

ANGLE AND

WT BRACE

MACHINE ROOM

769' - 0"

GRATING

PER PLAN

CFMF RETURN WALL

INFILL

FRAMING, TYP

JAM STUD TO MATCH

WALL FRAMING STUDS

SF501

ANGLE PER

PLAN, CONNECT

PER .

BEAM PER PLAN

SF500

3.53.4

BOTTOM

TRACK, TYP

CONNECTION

PER .

SF500

SF501

CONT ANGLE

T/ROOF

SEE PLAN

ANGLE PER PLAN

CONNECTION

PER

SF500

ANGLE AND

CONNECTION

PER .

SF500

BEAM

PER

PLAN

EXIST FREIGHT

ELEVATOR SUPPORT

EXIST FREIGHT

ELEVATOR

MECH DUCT BLOCKOUT, TYP

WHERE OCCURS PER MECH

DOOR OPENING

PER ARCH

TOP AND BOTTOM TRACK AT

BLOCKOUT, TRACK AND

ATTACHMENT PER

SF501

STUDS ADJACENT TO

MECH DUCT BLOCKOUT

24" MAX

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

SF300

U C

O N

S C

O N

E C

O N

L O

D R

Y, S

M cC

2D W

1" = 1'-0"A1 SECTION - PLATFORM FRAMING

1" = 1'-0"A4 SECTION - PLATFORM FRAMING AT LADDER

0 1' 2'1' 2' 0 1' 2'1' 2'

1" = 1'-0"F8 DETAIL - CFMF AT DOOR

0 1' 2'1' 2'

MACHINE ROOM

769' - 0"

3/16

PL TO COLH

4X 1/

CONNECTION

PER

GRATING PER PLAN

(4) 1/2"Ø BOLTS AT

BEAM TO COL CONN

F4 SF500PL 3/4"x4"x0'-10", CENTER ON COL, TYP AT COL TO BEAM

TO PLATE EDGES

3/4" CLR, TYP BOLT

D.8GRID

W10X15

HSS PER PLAN, TYP

3/16 2-12

HSS TO WF, 2"

AT EACH END,

EACH SIDE

RAILING AND KICK PLATE PER ARCH

MACHINE ROOM

769' - 0"

1/ 2"

PL 3/8" x 3 1/2" x 0'-6"

W/ (2) 3/4"Ø BOLTS

3/16

GRATING

PER PLAN

W10X15

HSS PER PLAN,

WELD TO WF

PER , TYP

SF500

MACHINE ROOM

769' - 0"

EGRID

PL 3/8"x12" SQ W/ (4) 3/4" ADHESIVE

ANCHORS INTO EXIST CONC

PL 3/8"x4 1/2"x0'-6", CENTER

ON PL, BOLTS PER .

SF500

3/16

PL TO PL

ENCLOSURE PER PLAN

3/4" 2"

SOMD PER PLAN

W10X15

(4) 3/4"Øx1'-0" ADHESIVE ANCHORS, EMBED 6" INTO SLAB, MIN

D.8

3.4

1/ 2"

1 1/2" 2 1/2" 2 1/2"

1 1/2"

COL PER PLAN

PL 3/4"x8" SQUARE, SET

ON 1 1/2" GROUT PAD, MAX

TACK WELD

NUT TO PL,

TWO SIDES

MIN

3/16

GRID

MACHINE ROOM

769' - 0"

BAR GRATING

PER PLAN

ANGLE

PER PLAN

SOMD PER PLAN

1/4 3-12

ANGLE TO WF

CFMF WALL PER PLAN

ANGLE PER PLAN

1/ 2"

GRATING OR

SOMD PER PLAN

3/4"Ø ADHESIVE

ANCHOR AT 16" ON

CENTER, EMBED 6"

INTO EXIST CONC

EXIST CONC WALL

TOS

PER PLAN

MACHINE ROOM

769' - 0"

3.4

SOMD PER PLAN PROVIDE DECK CLOSURE

ABOVE ANGLE

CFMF WALL PER PLAN

BEAM PER PLAN

3/16

PL TO COL(2) 1/2"Ø BOLTS AT

BEAM TO COL CONN

PL 3/4"x4"x0'-7", CENTER ON COL, TYP

AT COL TO BEAM

1" TYP

MACHINE ROOM

769' - 0"

D.9

PENSTOCK, PROTECT

PER PLAN NOTES

(2) 3/4" BOLTS AT ANGLE TO WT, TYP

WT8X18 x 0'-8", TYP

L5 X3X

1/4

L5X3X1/4

4X 4X

W10X15 W10X15

SOMD PER PLAN

WORK

POINT, TYP

45.00°

1" TYP

3" TYP

1" TYP

CONNECTION

PER

SF500

1 5 /8"

1/ 2"

3/16

TYP WT TO

WF FLANGE

3/16

TYP WT TO

HSS, BOTH

SIDES

BEAM PER PLAN

CJP

TYP TOP AND

BOTTOM

FLANGE, BOTH

SIDES

CONN PER _______________________________________________

SF500

NOTE: SEE SPECS FOR BACKER BAR REQUIREMENTS

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

SF500

U C

O N

E C

O N

L O

D R

Y, S

M cC

2D W

1 1/2" = 1'-0"C1 SECTION - BEAM AT COLUMN

1 1/2" = 1'-0"F4 DETAIL - BEAM TO BEAM

012" 1'

1 1/2" = 1'-0"C4 DETAIL - BEAM TO CONCRETE

012" 1'012" 1'

1 1/2" = 1'-0"A1 DETAIL - COLUMN BASE

1 1/2" = 1'-0"F6 DETAIL - THRESHOLD

1 1/2" = 1'-0"F8 DETAIL - ANGLE SUPPORT

012" 1'

1 1/2" = 1'-0"F1 DETAIL - BEAM TO COLUMN

1 1/2" = 1'-0"A7 DETAIL - BEAM BRACE

1 1/2" = 1'-0"A4 DETAIL - MOMENT CONNECTION

012" 1'

T/ROOF

1/2"Ø ADHESIVE ANCHOR

AT 1'-6" OC W/ (1) ANCHOR

6" FROM ENDS

ROOF JOIST

PER PLAN

EXIST FREIGHT

ELEVATOR SUPPORT

CONTINUOUS ANGLE

PER PLAN W/ #8

SCREWS TO FRAMING,

EA LEG, TYP

ROOF JOIST

BLOCKING

(BEYOND)

(4) #8 SCREWS AT

JOIST TO STUD, TYP

#8 SCREW AT

JOIST TO TRACK,

EA FLANGE

EXIST FREIGHT

ELEVATOR

T/ROOF

CONT ANGLE PER _______________________________________________

SF501

JAMB STUD

2"x2"x0'-2" 18 GA ANGLE W/ (2) #8 SCREWS

EA LEG, TYP TOP AND BOTTOM

ROOF JOIST BLOCKING PER PLAN,

ATTACH TO TRACK W/ (2) #8 SCREWS

ROOF JOIST PER PLAN

2"x2"x0'-2" 18 GA ANGLE W/ (2)

#8 SCREWS TO FRAMING, TYP

CONT TRACK, ATTACH TO STUDS WITH (2) #8

SCREWS, TRACK TO MATCH TYP WALL TRACK

TRACK TO MATCH TYP WALL TRACK AT OPENINGS,

ATTACH TO STUDS PER GENERAL NOTES

EXIST CONC WALL AT

FREIGHT ELEVATOR

DEMO HEADER (CONCRETE

AND REINFORCING IN WALL)

AT EL 785 AND EL 810 ONLY,

SEE SPECS FOR REMOVAL

AND SURFACE PREPARATION

REQUIREMENTS

ELEVATOR OPENING,

DOOR NOT SHOWN

1/2"Ø ADHESIVE

ANCHOR AT 1'-6" OC

W/ (1) ANCHOR 6"

ABOVE FLOOR AND

AT TOP OF STUD

CFMF WALL STUD

EXIST CONC WALL

SHEATHING

EMBED

WALL STUD

STUD AT SHEATHING TRANSITION

ADJACENT STUDS AT TRANSITION

GRATING

NOT SHOWN

SOMD NOT SHOWN

HSS AND WF

PER PLAN

3.4

GYP SHEATHING

ANGLE PER PLAN

WT BELOW

WALL STUD

GYP OVER PLYWOOD

L4X2X1/4 x 0'-4" OR EQUIVALENT

3/4"Ø x 0'-6" EMBED ADHESIVE

ANCHOR IN LONG-SLOTTED

HOLE, CENTERED ON ANGLE LEG,

SLOT DIRECTION =

3/16

ALL SIDES

LADDER BY OTHERS

NOTE:

LADDER CONNECTION IS CONCEPTUAL, COORDINATE

WITH LADDER MANUFACTURER FOR COMPATIBILITY.

EXISTING CONC FLOOR

LADDER BY OTHERS

CONN PER

(2) 3/4"Ø BOLTS

PL 1/2"x0'-6" TALL, COORDINATE

WIDTH WITH LADDER MANUF

1 1/2"1 1/2"

PL 1/2"x0'-6"x0'-4"

SF500

NOTE:

LADDER CONNECTION IS CONCEPTUAL, COORDINATE

WITH LADDER MANUFACTURER FOR COMPATIBILITY.

3/16

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

. B R

O U

2 3 4 5 6 7 8 9 10

N U

E-

-2 0-

U .S

. A R

M Y

C O

O F

R S

O U

E, W

P 2-

C H

O W

F R

H T

R S

T C

, B R

R T, W

-F R

H T

FREIGHT

ELEVATOR

SF501

U C

O N

E C

O N

L O

D R

Y, S

M cC

2D W

1 1/2" = 1'-0"A1 DETAIL - CFMF ROOF

1 1/2" = 1'-0"A7 DETAIL - DOOR HEADER

012" 1' 012" 1'

3/4" = 1'-0"F1 DETAIL - ELEVATOR WALL DEMOLITION

012" 1'

1 1/2" = 1'-0"A9 DETAIL - STUD TO CONC

1 1/2" = 1'-0"C1 DETAIL - CFMF WALL CORNER

012" 1'

1 1/2" = 1'-0"C4 DETAIL - LADDER TO CONC

1 1/2" = 1'-0"C7 DETAIL - LADDER TO BEAM

012" 1' 012" 1'

ARCHITECTURE GENERAL NOTES

1. ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF

THE PROJECT. THEY ARE NOT INTENDED TO SHOW EVERY DETAIL OF THE WORK.

2. ARCHITECTURAL DRAWINGS ARE FOR INFORMATION INCLUDING, BUT NOT LIMITED TO:

DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENING, NON-BEARING WALLS,

CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER

NONSTRUCTURAL ITEMS.

3. WHERE CONFLICTS ARE IDENTIFIED BETWEEN THE CONSTRUCTION DOCUMENTS, REFERENCED

STANDARDS AND THE GOVERNING CODES, THE COR WILL DETERMINE WHICH SHALL GOVERN.

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE COR AND RESOLVED BEFORE

PROCEEDING WITH WORK.

4. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS SHALL GOVERN OVER SMALL SCALE DETAILS, PLANS, OR NOT SCALE

DRAWINGS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE WORK REQUIRED IN THE

CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. THE

CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL DIMENSIONS,…

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File details come from the government source that posted it. Updated Mar 27, 2023.