Combined Drawings 589-22-410 (9 Pages).pdf

PDF 1 MB Posted

Attached to
Z1DA--589-22-410, Replace Elevators in Buildings 1 and 15 11/22- Reviewing package, specs, SOW, etc.
Solicitation number
36C25522R0030
Issued by

About this file

This set of construction drawings and specifications is for replacing elevators in two buildings at a Veterans Affairs medical center. The project involves removing the existing elevators and installing new passenger elevators to serve all floors, with capacities of 4000 pounds or 5000 pounds depending on the building. The drawings provide dimensions and details for the elevator equipment rooms, hoistways, entrances, and related construction. Specifications cover requirements for door types, finishes, operating features, and compliance with accessibility standards. The target completion date is before the end of 2022 to minimize disruptions to patient care facilities. The solicitation number is 36C25522R0030 and was issued by the Department of Veterans Affairs Veterans Health Administration VISN 15 for a fixed-price construction contract to perform this work.

View the file

Other files

File Type Posted
36C25522R0030 0004.docx DOCX document
36C25522R0030 0003.docx DOCX document
589-22-410 Replace Elevators Pre-Bid Sign In.pdf PDF
36C25522R0030 0002_1.docx DOCX document
Pre-Proposal Conference 589-22-410 Elevators Bldg 1 _ 15 KC VAMC.doc DOC document
36C25522R0030 0001.docx DOCX document
General Decision Number MO20220045 01072022.docx DOCX document
Wage Determination No. 1986-0497 12272021.docx DOCX document
KCVA Project 589-22-410 Specifications (379 Pages).pdf PDF
36C25522R0030_1.docx DOCX document

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

4'-0"

6'-0" CAR

A

A

H O I S T W A Y

C A R

A S

R E Q U I R E D

E L E V A T O R

T R A V E L

A S

R E Q D

A S

R E Q D

CAR

6'-0" CAR

8'-2" MIN.

HOISTWAY

5" [125 mm]

6'-0" CAR

8'-6"MIN. HOISTWAY

2 3/4" [70mm] m m m m

4'-0"

6 1/4" [160mm]

C A R m m m m

[1200mm]

[1800mm]

12"

[300mm] m m

12" MIN.

[300mm]

[1200mm]

[1800mm]

[2550mm]

[1800mm]

[2450mm]

5" [125mm]

NOTES:

COORDINATE WALL TYPE & FINISH WITH ARCHITECTURAL

DRAWINGS.

SEE STRUCTURAL DRAWINGS FOR ACTUAL SIZE & LOCATION

OF COLUMN, BEAMS AND SLAB.

SEE DETAIL 14 21 00-02 OR 14 21 00-08 FOR ENTRANCE

DETAILS.

1.

2.

3.

PARTITION WALLS

CMU OR METAL

STUDS.

TOP

FLOOR

BOTTOM

FLOOR

1'-6" MIN.

12"

[300mm]

FRONT AND REAR

OPENINGS

COUNTERWEIGHT

ON SIDE OF

PLATFORM

COUNTERWEIGHTS

AT REAR OF

PLATFORM

LOCATE SIDE

COUNTERWEIGHTS

ON OUTSIDE WALLS,

NOT BETWEEN

ELEVATORS WHEN

POSSIBLE.

COUNTERWEIGHTS

4'-0"

12" MIN.

[1200mm]

[300mm]

C A R m m

.[450mm]

PLAN "A"

12" MIN.

[300mm]

5" [125 mm]

2 3/4" [70mm] m m

PLAN "B"

7'-6" MIN.

[2250mm]

CLEAR HEIGHT

ROOF SLAB

MACHINE PLATFORM

MACHINE ROOM

OR PENTHOUSE

FLOOR

SLAB DEPRESSION

FOR METAL SILL 9

1/2" x 2 1/2" [240mm x 62mm]

STRUCTURAL SLAB

SLAB DEPRESSION

FOR METAL SILL 9

1/2" x 2 1/2" (240mm x 62mm)

PIT

METAL SILL

CAB

FLOOR

CAR

HOISTWAY

METAL SILL

6 1/2" [162mm]

2 1/2" [62mm]

CAB

FLOOR

5" [125mm]

STRUCTURAL SLAB

6 1/2" [162mm]

2 1/2" [62mm]

SECTION "A-A"

TOP DEFLECTOR

FROM PROJECTING

BEAM IN ELEVATOR

HOISTWAYS

EXTERIORHOISTWAY

CONCRETE OR

20 GA. METAL

DEFLECTOR

ATTACHED AT

TOP ONLY

1'-6" MIN.

[450mm]

8'-6" HOISTWAY

[2550mm] m m m m

PLAN "C"

S C A L E

C A D D

D E T A I L

N O

D

T E

I S S U E

DE

TA

IL

T

IT

LE

H O I S T W A Y

D E T A I L

E L E V A T O R S

P A S S E N G E R

(T

WO

S

PE

ED

S

LI

DI

NG

D

OO

RS

L B

C A P A C I T Y

S

D W G

D E C E M B E R

N O

NOTES:

1.

2.

3.

4.

HEAD AND JAMBS OF FINISHED FRAME SHALL BE

SECURED TOGETHER WITH CONTINUOUS WELD.

ALL METAL GAGES AND FINISHES OF FRAME AND

DOORS AS SPECIFIED.

FOR TOP FLOOR DUST COVER AND BOTTOM FLOOR

TOE GUARD, SEE STANDARD DETAIL No. 14 21 00-03.

DOORS MAY BE RIGHT OR LEFT HAND - ARCHITECT

TO SPECIFY.

[8 9m m]

3/4"

M I N

3/16"

1/4"

3/4"

3/8"

N O N S L I P

W A L L

V A R I E S

1"

OVERALL SILL

4 1/2"±4'-0" [1219mm]4 1/2"±

M I N

1" MIN.

3/4"

1/4"

1 1/4"1/4"

HEAD

SILL

1 1/8"

WALL VARIES STRUT

1/4"

1 1/4"

1/4"

9 1/2"

1 1/2"

PLAN

3/4"

1"

4" MIN. [102mm]

4'-0"

HEADER

5'-6"

HANGER COVER

SECTION "A-A"

ELEVATION OF DOORS

[241mm]

[25mm] m m

NON-SLIP METAL SILL

2"x2"x1/8" SILL CLIP [51x51x3mm]

JAMB

BRACKET

3/8" [10mm] M.B.

1/2" [14mm] M.B.

FIN. FLOOR

3/8" [10mm] M.B.

20 GA. FASCIA

PLATE

SILL DEPRESSION

9 1/2"x2 1/2" MIN. [241x64mm]

4 PR. SILL

BRACKETS OR

FOUR Z BARS

GROUT

SOLID

m m m m

[6mm] [32mm]

DOOR

[6mm][32mm]

DOOR

m m

[29mm]

SEE PLANS 2 HR.

MIN. FIRE RATING

INDICATOR

FIXTURE

BOX

CLOSED

ENDS

CAULK

[6mm]

FACE OF WALL

SEE FINISH

SCHEDULE

20 GA. FASCIA

PLATE CONT.

TO SILL ABOVE

METAL 20GA

HANGER

COVER AS

REQUIRED

SIGHT GUARD

ANGLE

m m

3/16" [5mm] BENT

PLATE HEADER

[6mm] [19mm]

3/16" [5mm]

BENT PLATE

LINTEL

HOISTWAY ACCESS

TOP & BOTTOM

FLOORS

RUBBER BUMPER

DOOR STOPS TOP

& BOTTOM

SILL PL. WELDED

TO STRUT ANGLE

3"x3"x3/8"

STRUT ANGLE

[76x76x10mm]

3/16" [5mm] PL.

HEATER BOLTED TO

STRUT ANGLE

4 ADJ. STRAP

ANCHORS EA. SIDE

m m

SOUND

DEADENING

m m

CONT. 1 1/4"x1 1/4"x 3/16"

SECURED TO

BENT PLATE

HEADER

[32x32x5mm]

CENTERLINE

OF PENDANT

BOLTS

HANGER

HOUSING

12 GA

METAL

FRAME

m m

[19mm]

[6mm]

SIGHT GUARD

[114mm] PASSENGER ELEV. [114mm]

METAL SILL

[25mm]

OVER

TRAVEL

m m

S I L L m m m m

S E E

P L A N S3"x3"x3/8"

CLOSER ANGLE

[76x76x10mm]

DOOR STOP AT

TOP & BOTTOM

FINISH

WALL LINE

1/ 2" R

FACE OF

CONC. BELOW

[5mm] [19mm]

[10mm]

3/16" [5mm] BENT

PLATE HEADER BOLTED

TO CLOSER ANGLE

m m m m

GLIDE GROOVES

m m

C

OPENING

L m m

M E T A L

S I L L

GROUT SOLID

METAL FRAME

SILL CLIP

FACE OF WALL SEE

FINISH SCHEDULE

FIN. JAMB BELOW

FACE OF

WALL

LINTEL COPED

AT EACH END

BEARING FOR LINTEL

EMERGENCY

KEYWAYS ALL

LANDINGS

STRUT

ANGLE

FINISHED

FLOOR

BASE

[1219mm]

PASS. ELEV.

[1676mm]

FASCIA PLATE

RUBBER

BUMPER

DOOR

STOP

CLOSER

ANGLE

m m m m m m m m

[25mm]

EDGE OF MASONRY

OPENING BELOW

m m m m m m

[19mm]

S E E

P L A N S

W A L L

V A R I E S m m

CAULK

TRIM AT HEAD

3/16" [5mm]

BENT PLATE

LINTEL BELOW

[38mm]

ENTRANCE DETAILS - SERVICE AND PASSENGER ELECTRIC TRACTION OR HYDRAULIC ELEVATOR

NTS (TWO SPEED SLIDING DOORS)

A A

3/8" [10mm] E.B.

S C A L

D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

E N T R A N C E

D E T A I L S

S E R V I C E

A N D

P A S S E N G E R

E L E C T R I C

T R A C T I O N

O R

H Y D R A U L I C

E L E V A T O R

(T

WO

S

PE

ED

S

LI

DI

NG

D

OO

RS

S D D W G

D E C E M B E R

N O

PLAN "A" PLAN "B"

S

R E Q U I R E D

E L E V A T O R

T R A V E L

A S

R E Q D

FIN. FLOOR

PIT

CAR

75°

.30°

30° 1

LOCATE

COUNTERWEIGHTS ON

OUTSIDE WALL NOT

BETWEEN ELEVATORS

WHEREVER POSSIBLE.

FACE OF

CONCRETE9'-2" HOISTWAY

12" MIN. 6'-8" CAR

4'-0"

A

A m m m m ] 4'-0"

4'-0"

A

A

8'-8" HOISTWAY

9'-1/2" CAR

[2712mm]

[2900mm]

9'-7" HOISTWAY

[2000mm]

6'-8" CAR

[2000mm]

10'-2" HOISTWAY

[3100mm]

[2550mm]

8'-6" CAR

6" [150mm]

[1200mm]

[2750mm]

[300mm]

[1200mm]

[2600mm]

[1200mm] m m

M I N

C L E A R

H E I G H T

1 1/2" [37mm]

1 1/4" [30mm] 1 1/2" [37mm]

3 1/2" [90mm] 2 3/4" [70mm]

5"

[125 mm]

3 1/2" [90mm] 2 3/4" [70mm]

5"

[125 mm]

1 1/4" [30mm] m m

CENTER

OPENING

DOORS

CENTER

OPENING

DOORS

COUNTERWEIGHT

CAR WITH FRONT AND REAR ENTRANCES

NOTE: AVOID REAR ENTRANCE WHERE POSSIBLE.

CENTER

OPENING

DOORS

COUNTERWEIGHT

NOTES:

COORDINATE WALL TYPE AND FINISH WITH ARCHITECTURAL DRAWINGS.

SEE STRUCTURAL DRAWINGS FOR ACTUAL SIZE AND LOCATION OF COLUMNS,

BEAMS AND SLABS.

SEE 14 21 00-04.DWG FOR DETAILS OF HORIZONTAL SLIDING CENTER

OPENING DOORS.

CONCRETE MACHINE ROOM FLOOR(S) NOT TO BE POURED UNTIL MACHINES

ARE ON MACHINE BEAMS.

MACHINE ROOM - APPROXIMATELY 225 SQ. FT. (21 SQ. M) PER MACHINE.

TOP OF MACHINE BEAMS SHALL BE FLUSH WITH OR BELOW MACHINE ROOM

FLOOR SLAB.

1.

2.

3.

4.

5.

6.

PARTITION WALL -

MASONRY OR METAL

STUD

MACHINE ROOM

OR PENTHOUSE

FLOOR

BOTTOM

FLOOR

TOP

FLOOR

SLAB DEPRESSION FOR

METAL SILL 8" x 2 1/2" [200mm x 62mm]

FIN. FLR.

SILL

20 GA.

DUST COVER

BOLTED

TO WALL

CONCRETE OR

20 GA. METAL

DEFLECTOR

ATTACHED AT

TOP ONLY

HOISTWAY EXTERIOR

BOLTED

TO WALL

FACE OF

WALL

20 GA.

DUST COVER

TOP FLOOR-DUST

COVER AT HEAD

TOP DEFLECTOR

PROJECTING BEAM

IN HOISTWAY

BOTTOM FLOOR-

TOE GUARD AT SILL SECTION "A-A"

1'-6" MIN.

[450mm] m m m m m m

12"12" MIN.

[300mm][300mm] m m m m

FACE OF WALL

AS REQ'D.

HOISTWAY

CAB

FLOOR

CAB

FLOOR

CAR

METAL SILL

SLAB DEPRESSION

METAL SILL

FIN. FLOOR

MACHINE PLATFORM

ROOF SLAB

S C A L

D D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

E L E V A T O R

S E R V I

L B

C A P A C I T Y

HO

RI

ZO

NT

AL

S

LI

DI

NG

C

EN

TE

R

OP

EN

IN

G

DO

OR

S)

D W G

D E C E M B E R

NOTES:

1.

2.

HEAD AND JAMBS OF FINISHED FRAME

SHALL BE SECURED TOGETHER WITH

CONTINUOUS WELD.

ALL METAL GAGES AND FINISHES OF

FRAME AND DOORS AS SPECIFIED.

W A L L

V A R I E S

HEADER

2"

SECTION "A-A"

PLAN

WALL VARIES

SEE PLANS 2 HR.

MIN. FIRE RATING

STRUT

ANGLE

FACE OF WALL

SEE FINISH

SCHEDULE

14 GA. FASCIA

PLATE CONT.

TO SILL ABOVE

1/4"

[6mm]

INDICATOR

FIXTURE

BOX

3/16" [5mm] BENT

PLATE HEADER

CLOSED

ENDS

CAULK

1 1/8"

[29mm] m m

METAL 20GA

HANGER COVER

AS REQUIRED

m m

CONT. 1 1/4"x1 1/4"x3/16"

SECURED TO BENT PLATE

HEADER [32x32x5mm] m m

1/4"

[6mm] m m

12 GA

METAL

FRAME

1 1/4"

1/4"

[32mm]

DOOR

[6mm] 1/4"

[6mm]

3/4"

[19mm]

SIGHT GUARD

[51mm]

SOUND

DEADENING

CENTERLINE

OF PENDANT

BOLT

m m m

HANGER

HOUSING

3/16" [5mm]

BENT PLATE

LINTEL

HEAD

8"

1" MIN.

[25mm]

[203mm]

1 1/2"

1/2" [14mm] M.B.

3/8" [10mm] E.B.

14 GA. FASCIA

PLATE

m m

GROUT

SOLID

6 PR. SILL

BRACKETS OR

FIVE Z BARS

M I N m m

2"x2"x1/8" SILL CLIP [51x51x3mm]

FIN. FLOOR

REMOVABLE

GUIDES

3/8" [10mm] M.B.

JAMB

BRACKET

m m

[38mm]

OVAL HEAD MACH.

SCREW 12"

[300mm] O.C.

OVERALL SILL

m m m m

HANGER COVER

5'-6"

[1676mm]

FASCIA PLATE

RUBBER

BUMPER

DOOR

STOP

STRUT

ANGLE

BASE

FINISHED

FLOOR

4'-0"

[1219mm]

PASS. ELEV.

m

EMERGENCY

KEYWAYS ALL

LANDINGS

ELEVATION OF DOORS

SILL

TYPICAL NARROW

NON-SLIP SILL

AS APPROVED

EXTRUDED OR

CAST

4'-0"

[114mm]

4 1/2"±

[1219mm]

CLEAR OPENING

4 1/2"±

[114mm]

METAL FRAME

GROUT SOLID

1/ 2" R

[8 9m m]

1"

[25mm]

CAULK

SOUND

DEADENING

2"x2"x12 GA

[51x51mm] CLIP

ANGLES WELDED TO

JAMBS AT SILL.

3"x3"x3/8"

STRUT ANGLE

[76x76x10mm]

SILL PLATE

WELDED

STRUT ANGLE

RUBBER BUMPER

DOOR STOPS

TOP & BOTTOM

FACE OF WALL SEE

FINISH SCHEDULE

4 ADJ. STRAP

ANCHORS EA. SIDE

1/4"

[6mm] [19mm]

3/4"

1"

OVER

TRAVEL

[25mm]

METAL SILL

m m ] C

OPENING

L m m

S I L L m m

S E E

P L A m m

NON-SLIP METAL SILL

SIGHT GUARDS

FACE OF

CONC. BELOW

GUIDE GROOVE

3/16" [5mm] PLATE

HEADER BOLTED TO

STRUCT ANGLE

M I N m m m m m m

NEOPRENE

ASTRAGALS

ACCESS KEY SWITCH AND BOX TOP &

BOTTOM FLOOR LANDINGS

W A L L

V A R I E S

S E E

P L A N S

[19mm]

[25mm]

LINTEL COPED

AT EACH END

1"

3/4" m m m m m m

FACE OF

WALL

CAULK

BENT PLATE

LINTEL BELOW

TRIM AT HEAD

3/16" [5mm] m m m m

BEARING FOR LINTEL

4" MIN. [102mm]

EDGE OF MASONRY

OPENING BELOW

FIN. JAMB BELOW

HEAD SECTION TOP LANDING BOTTOM TOE GUARD

m m m m

BOLTED TO

WALL

NO. 14 GA.

DUST COVER

BOLTED TO

WALL

HANGER

HOUSING

ENTRANCE DETAILS - SERVICE AND PASSENGER ELECTRIC TRACTION OR HYDRAULIC ELEVATOR

NTS (HORIZONTAL SLIDING CENTER OPENING DOORS)

A A

3/8" [10mm] M.B.

S C A L

D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

E N T R A N C E

D E T A I

R V I C E

A N D

P A S S E N G E R

E L E C T R I C

T R A C T I O N

O R

H Y D R A U L I C

E L E V A T O R

(H

OR

IZ

ON

TA

L

SL

ID

IN

G

CE

NT

ER

O

PE

NI

NG

D

OO

RS

S D D W G

D E C E M B E R

N O

5'-6" [1650mm]

7'-0" [2100mm]

7'-0" [2100mm]

7'-0" [2100mm]

5'-6" [1650mm]

5'-6" [1650mm]

8'-8" [2600mm]

8'-8" [2600mm]

10'-0" [3000mm]

12'-6" [3800mm]

12'-6" [3800mm]6'-3" [1875mm]

6'-3" [1875mm]

6'-3" [1875mm]

6'-3" [1875mm]

6'-3" [1875mm]

28'-0" [8500mm]

27'-0" [8200mm]

25'-3" [7675mm]

24'-3" [7376mm]

24'-3" [7376mm]

18'-6" [5600mm]

18'-0" [5450mm]

16'-6" [5000mm]

18'-0" [5450mm]

16'-6" [5000mm]

16'-6" [5000mm]

GEARLESS 700 (3.5)

GEARLESS600 (3.0)

GEARLESS500 (2.5)

GEARLESS450 (2.3)

400 (2.0) GEARLESS

350 (1.8) GEARED

GEARED

GEARED

GEARED

GEARED

GEARED

200 (1.0)

250 (1.3)

300 (1.5)

150 (0.8)

100 (0.5)

SCHEDULE OF APPROXIMATE OVERHEAD HEIGHTS

AND PIT DEPTHS FOR 4000# [1840 kg]

CAPACITY PASSENGER ELEVATORS

CLEAR MACHINE ROOM WITHOUT TROLLEY BEAMS 7'-6" [2250mm] MIN.

CLEAR MACHINE ROOM WITH TROLLEY BEAMS 10'-0" [3000mm] MIN.

NOTES:

DIMENSIONS ARE FOR PRELIMINARY PLANNING ONLY. ELEVATOR

ENGINEER SHOULD BE CONSULTED RELATIVE TO CLEARANCES REQUIRED

FOR SPECIFIC PROJECTS.

GEARLESS HOISTING MACHINES SHALL BE CONSIDERED FOR RISES OF

100 FEET [30480mm] OR MORE.

1.

2.

OVERHEAD MACHINES

SPEEDS

FT./MIN.

(M/SEC)

TYPE OF

MACHINE

DISTANCE FROM TOP OF

LANDING TO FINISHED MACHINE

ROOM FLOOR OR PLATFORM

WITHOUT

SECONDARY

SLAB

WITH

SECONDARY

SLAB

DISTANCE FROM TOP OF FINISHED

MACHINE ROOM FLOOR TO

UNDERSIDE OF SECONDARY SLAB

PITS

S C A L

D D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

E L E V A T O R

H O I S T W A Y S

L B

C A P A C I T Y

P A S S E N G E R

V E R T I C A L

D I M E N S I O

D W G

F E B R U A R Y

5'-6" [1650mm]

6'-11" [2075mm]

6'-6" [1950mm]

6'-6" [1950mm]

5'-8" [1700mm]

5'-6" [1650mm]

8'-8" [2600mm]

8'-8" [2600mm]

9'-6" [2850mm]

10'-2" [3100mm]

11'-2" [3400mm]6'-3" [1875mm]

6'-3" [1875mm]

6'-3" [1875mm]

6'-3" [1875mm]

5'-3" [1575mm]

26'-10" [8150mm]

25'-8" [7800mm]

24'-6" [7450mm]

24'-3" [7375mm]

24'-3" [7375mm]

18'-0" [5450mm]

18'-0" [5450mm]

17'-6" [5300mm]

18'-0" [5450mm]

17'-6" [5300mm]

17'-0" [5150mm]

GEARLESS

GEARLESS

GEARLESS

GEARLESS

GEARLESS

GEARED

GEARED

GEARED

GEARED

GEARED

GEARED

SCHEDULE OF APPROXIMATE

OVERHEAD HEIGHTS AND PIT DEPTHS

UP TO 5000# [2268 kg] CAPACITY

PASSENGER/SERVICE ELEVATORS

OVERHEAD MACHINES

100 (0.5)

150 (0.8)

300 (1.5)

250 (1.3)

200 (1.0)

350 (1.8)

400 (2.0)

450 (2.3)

500 (2.5)

600 (3.0)

700 (3.5)

NOTES:

DIMENSIONS ARE FOR PRELIMINARY PLANNING ONLY. ELEVATOR ENGINEER SHOULD BE

CONSULTED RELATIVE TO CLEARANCES REQUIRED FOR SPECIFIC PROJECTS.

GEARLESS HOISTING MACHINES SHALL BE CONSIDERED FOR RISES OF 100 FEET

[30480mm] OR MORE.

CLEAR MACHINE ROOM 7'-6" [2250mm].

1.

2.

SPEEDS

FT./MIN.

(M/SEC)

TYPE OF

MACHINE

DISTANCE FROM TOP OF

LANDING TO FINISHED MACHINE

ROOM FLOOR OR PLATFORM

WITHOUT

SECONDARY

SLAB

WITH

SECONDARY

SLAB

DISTANCE FROM TOP OF FINISHED

MACHINE ROOM FLOOR TO

UNDERSIDE OF SECONDARY SLAB

PITS

S C A L

D D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

E L E V A T O R

H O I S T W A Y S

L B

C A P A C I T Y

PA

SS

EN

GE

R/

SE

RV

IC

E

EL

EV

AT

OR

S

V E R T I C A L

D I M E N S I O

D W G

D E C E M B E R

10'-0" [3050mm]

8'-0" [2400mm]

7'-8" [2300mm]

20'-4" [6200 mm]D

C

B

A

20'-0" [6000mm]

7'-6" [2250mm]

7'-10" [2350mm]

9'-10" [3000mm]

4'-10 3/4" [1470mm]

7'-5 3/4" [2245mm]

5'-9" [1725mm]

7'-9 1/4" [2331mm]

E

F

G

H 8'-2 1/4" [2456mm]

6'-2" [1850mm]

7'-10 3/4" [2405mm]

5'-3 3/4" [1595mm]

PLATFORM

P I T

D E P T H

V A R I E S

W I T H

S P E E D

E L E V A T O R

T R A V E L

A S

R E Q U I R E D

PLATFORM

PLATFORM

PARTITION WALLS-

CMU OR METAL

STUD.

30°

E

I N S I D E

C A R

F

C L E A R

H O I S T W A Y

"A" CLEAR HOISTWAY

"C" INSIDE CAR

"B" PLATFORM

G

P L A T F O R M

"D" MIN. CLEAR HOISTWAY

G

P L A T F O R M

"B" PLATFORM

"C" INSIDE CAR

"A" CLEAR HOISTWAY

F

C L E A R

H O I S T W A Y

E

I N S I D E

C A R

VARIES

4'-0" [1200mm]

C.O. DOORS VARIES

4'-0" [1200mm]

C.O. DOORS

EQUAL EQUAL

VARIES

H

M I N

B E T W E E N

I N S I D E

F I N

W A L L S

"A"

"A"

1'-6" MIN.

[450mm][450mm]

1'-6" MIN.

[300mm]

12" MIN.

2 3/4" [70mm]

3 1/2" [90mm] m m

M I N

1 1/2" [37mm]

RUNNING CLEAR

SILL PROJECTION

1 1/4" [30mm]

4"

[100 mm]

A S

R E Q D

5"

[125mm]

3 1/2" [90mm]

2 3/4" [70mm]

2 3/4" [70mm] 3 1/2" [90mm]

5" [125mm]

3500 LB. CAP.

[1580 KG]

4000 LB. CAP.

[1814 KG]

20 GA. METAL

DEFLECTOR

ATTACHED AT

TOP ONLY

TOP DEFLECTOR FOR

PROJECTING BEAM IN

HOISTWAY

SECTION "A - A"

NOTES:

COORDINATE WALL TYPE AND FINISH.

COORDINATE ACTUAL SIZE AND LOCATION OF COLUMNS, BEAMS AND SLAB WITH STRUCTURAL.

SEE DRAWING NO. 14210-04.DWG FOR ENTRANCE DETAILS.

CONCRETE FLOOR(S) NOT TO BE POURED UNTIL MACHINES ARE IN PLACE.

MACHINE ROOM - APPROXIMATELY 225 SQ. FT. (21 SQ. M) PER MACHINE.

MACHINE BEAMS SHALL BE FLUSH OR BELOW MACHINE.

1.

2.

3.

4.

5.

6.

7'-6"

[2250mm]

MIN. CLEAR

HEIGHT

TOP FLOOR

BOTTOM FLOOR

METAL SILL

FIN. FLOOR

SLAB DEPRESSION

FOR METAL SILL 8'

x 2 1/2" MIN.

[2440mm x 62mm]

METAL SILL

FIN. FLOOR

FACE OF

CONCRETE

EDGE OF

METAL SILL

COUNTERWEIGHTCOUNTERWEIGHT

NOTE: SEE STRUCTURAL DWGS. FOR

VARIATIONS FROM THIS DIMENSION

PT LADDER AT DIVISION

BEAM, SEE VA DETAIL 33

12" MIN.

[300mm]

ROOF SLAB

MACHINE

PLATFORM

RUNNING CLEAR

1 1/4" [30mm]

SILL PROJECTION

1 1/2" [37mm]

SLAB DEPRESSION

PLATFORM

PIT FLOOR

HOISTWAY EXTERIOR

PLAN

VARIBLE CAR DIMENSIONS

PUSH BUTTON

S C A L

D D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

P A S S E N G E R

E L E V A T O R

H O R I Z O N T A L

S L I D I N G

C E N T E R

O P E N I N G

D O O R S

S D D W G

D E C E M B E R

HEAD SECTION TOP LANDING

m m

BOLTED TO

WALL

NO. 14 GA.

DUST COVER

BOLTED TO

WALL

HANGER

HOUSING

CAULK

STRUT

ANGLE

19 GA. FASCIA

PLATE w/

STIFFENERS;

CONT. TO SILL

ABOVE

2 LAYERS

GYP WALLBD. EA.

SIDE

3/16" [5mm]

BENT PLATE

HEADER

INDICATOR

CLOSED

ENDS

CAULK

3/16" [5mm]

BENT PLATE

LINTEL

SOUND

DEADENING

1 1/8"

1/4"

[29mm]

[6mm] m m

CONT. 1 1/4"x1 1/4"x3/16"

SECURED TO BENT PLATE

HEADER [32x32x5mm] 9

METAL 19GA

HANGER COVER

AS REQUIRED

HANGER

HOUSING

m m m

3/16" [5mm]

CLIP

ANGLES

1/4" CENTERLINE

OF PENDANT

BOLT[6mm]

12 GA

METAL

FRAME

m m

TYPICAL NARROW

NON-SLIP SILL

AS APPROVED

EXTRUDED OR

CAST

REMOVABLE GUIDES

2"x2"x1/8" [51x51x3mm]

SILL CLIP

FIN. FLOOR

3/8" [10mm] M.B.

JAMB

BRACKET

m m m m

[5mm][32mm]

DOOR

1/4"

3/4"

1 1/4"

1/4"

[6mm] [19mm]HEAD

SIGHT GUARD

3/8" [10mm] E.B.

14 GA. FASCIA

PLATE

1/2" [14mm] M.B.

OVAL HEAD MACH.

SCREW 12"

[305mm] O.C.

1'-0"

1" MIN. [25mm]

[305mm]

1 1/2" MAX.[38mm] 1 1/2"

[38mm]

SILL

M I N m m

GROUT

SOLID

5 PR. SILL

BRACKETS OR

FIVE Z BARS

HEAD AND JAMBS OF FINISHED FRAME

SHALL BE SECURED TOGETHER WITH

CONTINUOUS WELD.

ALL METAL GAGES AND FINISHES OF

FRAME AND DOORS AS SPECIFIED.

SUB FRAME TO BE SUPPLIED AND SET

BY ELEVATOR CONTRACTOR.

1.

2.

3.

NOTES:

[1676mm]

FASCIA PL.

WITH STIFFNERS

5'-6"

HANGER COVER

SUB FRAME

HEADER

m m m m

FINISHED

FLOOR

BASE

m m

[1219mm]

PASS. ELEV.

ELEVATION OF DOORS

4'-0"

EMERGENCY

KEYWAYS ALL

LANDINGS

RUBBER

BUMPER

DOOR

STOP

STRUT

ANGLE

C

OPENING

L

[1219mm]

CLEAR OPENING

4'-0"

GROUT SOLID

METAL FRAME

NEOPRENE

ASTRAGALS

4-Z ANCHORS

EA. SIDE

4 1/2"±

[113mm]

4 1/2"±

[113mm]

S E E

P L A N S

W A L L

V A R I E S m m m

8'-8" [2642mm] OVER SILL

FACE OF WALL SEE

FINISH SCHEDULE

RUBBER BUMPER

DOOR STOPS

TOP & BOTTOM

2"x2"x12 GA

[51x51mm] CLIP

ANGLES WELDED TO

JAMBS AT SILL.

METAL

THRESHOLD

3"x3"x3/8"

STRUT ANGLE

[76x76x10mm]

[25mm]

1"

ACCESS KEY SWITCH AND BOX TOP &

BOTTOM FLOOR LANDINGS

M I N m m m m

]GUIDE GROOVE

m m

NON-SLIP METAL

THRESHOLD

1/4"

[6mm]

SIGHT GUARDS

[89mm]

3 1/2" R m

3/4"

[19mm]

FACE OF

CONC.

BELOW

PLAN

FINISH WALL

LINE

19GA. CONC. SHIELD

FOR GYP WALLBOARD

(TYP.)

4" CHANNEL

[104mm]

(5.4#) SUB

FRAME

2 LAYERS 5/8"

[13mm] GYP.

BD. EA. SIDE

FIN. JAMB BELOW

TRIM @ HEAD

PLAN SECTION @ HEAD

ANCHOR LINTEL TO CHANNEL

WITH 2" [51mm] CLIP ANGLE

3/16" [5mm]

BENT PL. LINTEL

NTS (WITH GYP WALLBD SHAFT HORIZONTAL SLIDING CENTER OPENING DOORS)

ENTRANCE DETAILS - SERVICE AND PASSENGER ELECTRIC TRACTION OR HYDRAULIC ELEVATOR

3/8" [10mm] M.B.

S C A L

D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

E N T R A N C E

D E T A I

R V I C E

A N D

P A S S E N G E R

E L E C T R I C

T R A C T I O N

O R

H Y D R A U L I C

E L E V A T O R

(W

IT

H

DR

YW

AL

L

SH

AF

T

HO

RI

ZO

NT

AL

S

LI

DI

NG

C

EN

TE

R

OP

EN

IN

G

DO

OR

S)

S D D W G

D E C E M B E R

N O

9'-0" CLEAR MACH. RM.

"A" CLEAR

HOISTWAY

"B"

PLATFORM

"C"

INSIDE CAR

"D"

4'-0"

CLEAR OPENING

"A"

"A"

VARIABLE CAR DIMENSIONS

8'-2" [2450mm]

6'-0" [1800mm]

5'-8" [1700mm]

2'-7" [775mm]

A

B

C

D 3'-5" [1025mm]

6'-8" [2000mm]

6'-8" [2000mm]

9'-0" [2700mm] m m

M I N

C L E A R

E L E V A T O R

T R A V E L

P I T

D E P T H

R E Q U I R E D m m

M I N m m

A P P R O X

M A X

T R A V E L

CAR

M I N

VARIABLE VARIABLE

HOISTWAY WIDTH DIMS. ON PLAN

5" [125mm]

4" MIN.

[100mm]

2 1/4"

9'-3" [2775mm]

CLEAR HOISTWAY

8'-8" [2600mm]

PLATFORM

I N S I D E

C A R m m

[56mm]

8" MIN.

[200mm]

[2700mm]

12" MIN.

[300mm]

11"

[275mm]

[1200mm]

3" MIN.

[75mm]

3" MIN.

[75mm]

VARIABLE

1'-4" [405mm]

5" MAX. [125mm]

5" MAX.

[125mm]

6 1/2" [162mm]

METAL SILL

1 1/4" [30mm]

1 1/4" [30mm]

2 1/2" [62mm]

1 1/4" [30mm]

1 1/4" [30mm]

6 1/2" [162mm]

2 1/2" [62mm]

5" MAX.

[125mm] m m

PIPE SLEEVE THRU

WALL TO BE FILLED

FIRE STOPPED

MACHINE ROOM MIN.

CEILING HT. 8'-0"

[2400mm]

EDGE OF

METAL SILL

FACE OF

CONCRETE

WELL CASING

SEE DETAIL

CMU OR METAL STUD

COORDINATE WITH

ARCHITECTURAL

4000 LB. CAP.

[1814KG]

5000 LB. CAP.

[2268KG]

ROOF OR PENTHOUSE

OIL SUPPLY LINE

12" MIN

[300mm]

GROUT

SOLID

CAR

METAL SILL

HOISTWAY

MEMBRANE W.P.

ON EXISTING

BUILDING

FIN. PIT FLOOR

SLAB DEPRESSION

MEMBRANE W.P. ON

NEW CONSTRUCTION

BOTTOM

FLOOR

SLAB DEPRESSION

FOR METAL SILL 9

1/2" x 2 1/2" [240mm x 65mm] m m m m

GROUT

SOLID

MEMBRANE W.P. ON

EXISTING BUILDING

MEMBRANE W.P. ON

NEW CONSTRUCTION

M I N m m

6" CONCRETE

[150mm]

O.D. OF CASING SHALL BE

MIN. OF 4" [100mm]

LARGER THAN CYLINDER

FILL SPACE BETWEEN

CASING AND CYLINDER

WITH PACKED DRY SAND

STEEL CASING MIN.

THICKNESS, .375" [10mm]

CYLINDER

PLUNGER

WEATHERPROOF

COMPOUND

DETAIL OF WELL CASING AND PLUNGER ASSEMBLY

PLAN OF ELEVATOR AT BOTTOM FLOOR

SECTION "A - A"

S C A L

D D

D E T A I L

N O

T E

I S S U E

IL

T

IT

LE

H Y D R A U L I C

E L E V A T O R

P L A N

S E C T I

D W G

D E C E M B E R

11x17
SD142100-02.pdf
11x17
SD142100-03.pdf
11x17
SD142100-04.pdf
11x17
SD142100-05.pdf
11x17
SD142100-06.pdf
11x17
SD142100-07.pdf
11x17
SD142100-08.pdf
11x17
SD142400-01.pdf
11x17

File details come from the government source that posted it. Updated .