Bldg 2 parapet.pdf
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- Attached to
- Y1DA--FY24: NRM (PROJ: 673-23-104) DB Install Fall Protection Anchorage and Guardrails for Bldg 1 and 2
- Solicitation number
- 36C24824R0016
About this file
This document includes construction plans for installing an elevator and fall protection systems in two buildings. The plans show layouts for a new elevator hoistway, car, and openings on floors 1 through 3 of Building 2. Elevator specifications include a 7' x 6'8" platform with a 3,500 pound rated load and 150 feet per minute travel speed. Fall protection details depict anchorage points, guardrails, and parapet caps for Buildings 1 and 2.
The related federal contract opportunity is a solicitation from the Department of Veterans Affairs to install fall protection anchorage and guardrails for Buildings 1 and 2. Project details include installation of anchorage points, guardrails, and other fall protection systems. The solicitation number is 36C24824R0016 and opportunity type is listed as a solicitation.
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Text version
R1
A501
A501
A501
A501
A501
A501
7'
- 0
5'
- 0
FL
OO
R
TO
F
LO
OR
8"
FL
OO
R
TO
F
LO
OR
9 1 /2"
FL
OO
R
TO
F
LO
OR
9 1
/2" 9'
- 0
RO
UG
H
OP
EN
IN
G 7'
- 6
7'
- 0
RO
UG
H
OP
EN
IN
G 7'
- 6
7'
- 0
RO
UG
H
OP
EN
IN
G 7'
- 6
"ELEVATOR
LOBBY
GB01
LOBBY
1A01
ELEVATOR
LOBBY
2B01CA
R
8'
- 0
A501
RE
FU
GE
4'
- 5
SCUPPER DRAIN
TO EXISTING ROOF
03.22
1/4" / 12"
. SLOPE
4'
- 0
2'
- 0
RE
FU
GE
2'
- 9 3/
4"
33' - 10 5/8"
5'
- 4
CLEAR
6' - 11" 1' - 0"
STANDARD CEILING,
SEE SPECIFICATION
FOR FINISH
A501
CLEAR OPENING
3' - 6"
PLATFORM
7' - 0"
PL
AT
FO
RM
5'
- 1
A501
ROUGH OPENING
4' - 6"MACHINE: TORIN,
MODEL TPM2-2520
INSIDE WIDTH
6' - 8"
IN
SI
DE
W
ID
TH
4'
- 3
NEW CMU HOISTWAY
EXISTING CMU
NEW WALL FURRING
(WALL TYPE "M")
SEE SPEC FOR
INTERIOR FINISHES
CLEAR
8' - 8"
CL
EA
R 6'
- 1 1"
METAL DOOR GUARD
ELEVATOR DOOR, SEE
SPECIFICATION FOR FINISH
ELEVATOR FRAME, SEE
SPECIFICATION FOR FINISH
EXISTING CMU WALL
ASSEMBLY
HOISTWAY INTERIOR
NEW "M" WALL
NEW LINTEL
REMOVE EXISTING BRICK
FROM HOISTWAY
ELEVATOR FRAME, SEE
SPECIFICATION FOR
FINISHES
ELEVATOR DOOR, SEE
SPECIFICATION FOR
FINISHES
HOISTWAY
INTERIOR
EXISTING CMU WALL
ASSEMBLY
NEW WALL FURRING
REMOVE EXISTING BRICK
FROM HOISTWAY
1/4" EXPANSION JOINT, TYP.
FLOORING PER FINISH
SCHEDULE
NON-SHRINK GROUT
EXISTING CONCRETE
OVER METAL DECK
ELEVATOR DOOR,
SEE SPECIFICATIONS
FOR FINISHES
METAL ELEVATOR SILL
METAL SILL GUARD
EXISTING WALL
ASSEMBLY
HOISTWAY INTERIOR
EXISTING BEAM
WALL BASE PER FINISH
SCHEDULE
NEW WALL FURRING
REMOVE EXISTING BRICK
FROM HOISTWAY
SLOPING SHEET METAL
COPING WITH CONTINUOUS
CLEAT BOTH SIDES
MESH OR OTHER GROUT
STOP DEVICE
3/8" ANCHOR BOLTS
@ 6' O.C.
MI
N.4"
TPO ROOFING MEMBRANE,
CONTINUOUS OVER
PARAPET GROUT CORES SOLID
AT ANCHOR BOLTS
TREATED WOOD NAILER
EXISTING ROOFHOISTWAY
7"
SLOPE 1/4" / 12"
3 1/2" CONCRETE OVER
METAL DECKING
WOOD NAILER SAME
HEIGHT AS INSULATION
TPO MEMBRANE
TAPERED RIGID
INSULATION
MFR APPROVED SELF ADHERING
FLASHING MEMBRANE
MFR APPROVED BASE FLASHING
ROOFING MFR APPROVED
METAL SCUPPER
WATER STOP BEHIND
SCUPPER FLANGE
1/4" = 1'-0"1 HOISTWAY SECTION
1/4" = 1'-0"5 ELEVATOR CAR RCP
1/4" = 1'-0"6 ELEVATOR CAR FLOOR PLAN
1 1/2" = 1'-0"2 ELEVATOR DOOR HEAD
1 1/2" = 1'-0"3 ELEVATOR DOOR JAMB
1 1/2" = 1'-0"4 ELEVATOR DOOR SILL
ELEVATOR SCHEDULE
ELEVATOR NUMBER
OVERALL PLATFORM SIZE
CLEAR INSIDE PLATFORM
RATED LOAD - lb CONTRACT SPEED - fpm TOTAL TRAVEL - ft
FLOORS SERVED
NUMBER OF OPENINGS
ENTRANCE TYPE & SIZE
P1 7’-0” x 6’-2”
(+/-)6’-8” x 5’-3 7/8” 3,500 lb
150 fpm UP/DOWN 27' - 6 3/4"
3" = 1'-0"7 CMU PARAPET CAP
RAND M.
EARDLEY
128806
ST
OF
AT
E UTAH
ARED CH
IT
EC
T
NS
CE
LI 04 DEC 2020
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