123796 Arch Addendum002 S and S 3.pdf
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- Solicitation number
- W912DS22B0025
About this file
This document includes plans and specifications for renovations to Building 20 at the Watervliet Arsenal in New York. The New York District of the U.S. Army Corps of Engineers intends to repair and renovate portions of Building 20 that have not been recently updated, including hazardous material removal, window, door and siding replacement, restroom and locker room accessibility upgrades, office renovations and associated HVAC and lighting work, entrance replacement including ramps and vestibules, renovation of the west entrance stair hall and vestibule, and exterior masonry repairs. The estimated construction cost is between $10 and $25 million. The solicitation number for this project is W912DS22B0025 and bids are due in September 2022, with an award projection also in September 2022.
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Text version
Ca
4a
E5
S-407
/4
/4
3' - 2"
15' - 6" 11"
EXIST
CONC SLAB
EXIST PIT
EXIST 6' - 0" DEEP
TRENCH TO BE FILLED
WITH GRAVEL
6' - 3"
EDGE OF CONC SLAB
EXIST TRENCH
BELOW GROUND FLOOR
100' - 0"
ELEV 99' - 0" VIF
BOTTOM OF EXIST
PIT
ELEV 94' - 0" VIF
BOTTOM OF EXIST
TRENCH
CONCRETE SLAB
W/ 6X6-W4.0XW4.0 WWF REINF
EXIST DOWELS
TO REMAIN
2" BLOCKING,
SEE ARCH DWG
FILL PIT AND TRENCH BELOW
SLAB WITH 3/4" DIA GRAVEL
TOP OF EXIST
SLAB FOUNDATION
EXIST PIT
FOUNDATION
C L
LENGTH, TYP
DEVELOPMENT
C L
#4 BAR @12" DRILL
AND DOWEL WITH
MIN 6" EMBED
Da
10b
B5
S-407
1' - 0"
5' - 4 1/2" 1' - 0"
8" CMU WALL FULLY
GROUTED WITH #4@16"
VERTICAL REINF.
EXIST
SLAB
CONCRETE
SLAB
LIFT PIT, CENTERED
WITH THE SLAB
R1, MAST
LOAD
R2
2' - 7 3/8" 2' - 9 1/8"
NOTES:
1. FOUNDATIONS HAVE BEEN DESIGNED FOR ASSUMED LIFT LOADS. FOUNDATION DESIGN SHALL BE EVALUATED
BY THE EOR FOR THE PROJECT UPON RECEIPT OF SHOP DRAWINGS WITH LOAD IMPOSED BY THE LIFT ON THE STRUCTURE. IF THE LIFT REACTIONS ARE LARGER THAN ASSUMED REACTIONS THE ENGINEER OF RECORD FOR THE PROJECT WILL PROVIDE DIRECTIONS ON HOW THE EXISTING STRUCTURE SHOULD BE MODIFIED.
2. LATERAL BRACING FOR THE LIFT ARE TO BE ANCHORED TO THE EXISTING STRUCTURAL FLOOR SLAB, REFER TO ARCHITECTURAL DRAWING A-436 FOR LOCATION OF SLABS. EXISTING FLOOR SLAB WAS CHECKED FOR LATERAL LOAD OF 155 LBS. IF THE LIFT REACTIONS ARE LARGER THAN ASSUMED REACTIONS THE ENGINEER OF RECORD FOR THE PROJECT WILL PROVIDE DIRECTIONS ON HOW THE EXISTING STRUCTURE SHOULD BE
MODIFIED.
3. SUBMIT FOR APPROVAL BY EOR FOR THE PROJECT DETAILS W/ CALCULATIONS OF LATERAL CONNECTION OF THE LIFT MAST TO BUILDING STRUCTURE, INDICATING THE LOADS MAGNITUDE, NUMBER OF ANCHORS AND BASE PLATE DIMENSION, AND INDICATE WHERE ON THE STRUCTURE THE LATERAL CONNECTION WILL BE
LOCATED PRIOR TO CONSTRUCTION.
/8
/8
GROUND FLOOR
100' - 0"
10b
1' - 0"
DOWEL TO MATCH
CMU REINF AND
EPOXY INTO SLAB,
SEE NOTE 1
V
IF
8" CMU WALL
EXIST SLAB
CONCRETE SLAB
DRILL AND DOWEL
BAR, 6" EMBED
SEE NOTE 1
1' - 0" OF COMPACTED
GRANULAR FILL, TYP
P
IT
O C
LENGTH. TYP
DEVELOPMENT
#4@12" OC EACH WAY
#4 EA SIDE OF THE PIT
#4@12" DRILL AND
DOWEL WITH MIN 6"
EMBED
MATCH BOTTOM
ELEVATION OF
EXIST SLAB
NOTES:
1. EMBED DOWELS W/DEWALT AC200+ EPOXY, OR EQUIVALENT PRODUCT.
SUBMIT EQUIVALENCY DOCUMENTATION TO EOR FOR APPROVAL.
2. ANCHORS TO BE EITHER DEWALT POWER-STUD+SD4 OR KWIK BOLT TZ WITH
MIN EMBEDMENT OF 2 1/2 INCHES SLAB, OR EQUIVALENT PRODUCT. SUBMIT
EQUIVALENCY DOCUMENTATION TO EOR FOR APPROVAL.
#4@16" OC REINF
MIN
3"
M A
S O
N R
Y
L d
BOND BEAM
6" DEEP SLAB ON DECK,
SEE NOTE D.2.a ON SHT S-002
FOR DECK INFORMATION
EXIST SLAB
3/4" DIA ANCHOR BOLTS
@ 1'-0" OC, SEE NOTE 2
EXIST CONC
BEAM
CMU WALL
REINF
L3X6X3/8 CONT
ANGLE LLV
M A
S O
N R
Y
L d
ROUGHEN TO 1/4" AMPLITUDE, AND
APPLY BONDING AGENT
#4 DOWEL W/ STD. 90
DEG. HOOK
EL "108' - 3 1/4"
ENTRY LOBBY
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN - ADDENDUM 001
W D
S -1
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S-407
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SCALE: 1/4" = 1'-0"E1
ENLARGED PIT PLAN SCALE: 1/2" = 1'-0"E5
TYPICAL PIT SECTION
SCALE: 1/2" = 1'-0"A1
ENLARGED LIFT PLAN (TOP OF SLAB 100' - 0")
SCALE: 1/2" = 1'-0"B5
SECTION AT LIFT
0 2' 4' 8'
0 1' 2' 4'
0 1' 2' 4'
0 1' 2' 4'
N
N
635 1870
R1 R2
LIFT LOADS (LBS)
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| S-407 - PIT PLANS AND SECTIONS |
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