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
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 | ||
| 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 | ||
| 36C25522R0030_1.docx | DOCX document |
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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 .