VA CP Bldg 13 100pct S-S Sub Part2
Updated
A PDF document (15.7 MB) attached to Building 13 Stair and Roof Replacement at Castle Point VAMC, from the Department of Veterans Affairs. Due Nov 4, 2026, 10:00 AM (UTC-5).
File name: 05-01-26_620A4-25-201_VA CP Bldg 13_100pct S-S Sub_Part2.pdf
The full file is for paid members, or buy this bid alone.
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100% CONSTRUCTION DOCUMENTS
70 South Franklin Street, Wilkes-Barre, PA 18701
570 | 824-6340 [email protected]
edpons.com
FE PROJECT NO: 25-126
ENGINEERING LLP
22 Mulberry St., Suite 2A,
Middletown, NY 10940
t 845-343-1481; fx 855-320-8735
www.fellp.com
SCAFFOLD PLANKS:
DUTIES OF PRINCIPALS, CONTRACTORS, SCAFFOLDING
ERECTORS AND USERS OF SCAFFOLDS:
FOUNDATIONS:
MECHANICAL OPERATION:
SIDEWALK SHEDS:
“
”
“
”
ERECTION, ALTERATION AND DISMANTLING:
ANCHORAGES:
SAFETY HARNESSES AND LIFELINES:
BRACKETS AND PARAPET HOOKS:
SUPERVISION:
CERTIFICATES OF COMPETENCY:
WORKING PLATFORMS, GUARDRAILS, MIDRAILS AND TOEBOARDS:
·
·
SCAFFOLDING REGISTER AND INSPECTION OF SCAFFOLDS:
·
COUNTERWEIGHTING OF OUTRIGGERS:
ANTI-TILT SWITCH DEVICES:
REQUIRED TRAINING:
ACCESS, WARNING NOTICES AND PROTECTION OF THE PUBLIC:
SUSPENDED SCAFFOLDS:
ENGINEER’S CERTIFICATE:
PROTECTION AND MAINTENANCE:
SCAFFOLDING OVER VERANDAHS, GANTRIES OR ROOFS:
SCAFFOLD REGISTER:
·
·
LIFTING APPLIANCES MOUNTED ON SCAFFOLDING:
·
·
SUSPENDED SCAFFOLDS:
·
·
·
·
·
·
·
TYPES OF SUSPENDED SCAFFOLDS:
INSPECTION RECORD:
GENERAL NOTE:
100% CONSTRUCTION DOCUMENTS
FE PROJECT NO: 25-126
ENGINEERING LLP
22 Mulberry St., Suite 2A,
Middletown, NY 10940
t 845-343-1481; fx 855-320-8735
www.fellp.com
BUILDING 13 - SITE PLAN FOR REFERENCE ONLY
GS-101
100% CONSTRUCTION DOCUMENTS
70 South Franklin Street, Wilkes-Barre, PA 18701
570 | 824-6340 [email protected]
edpons.com
FE PROJECT NO: 25-126
ENGINEERING LLP
22 Mulberry St., Suite 2A,
Middletown, NY 10940
t 845-343-1481; fx 855-320-8735
www.fellp.com
1.
5.
CONCRETE SHALL CONFORM WITH THE REQUIREMENTS SET FORTH IN A.C.I. 301 AND SHALL HAVE A 28-DAY
COMPRESSIVE STRENGTH AND DENSITY, IN ACCORDANCE WITH THE FOLLOWING:
ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH THE LATEST EDITION OF THE A.C.I. DETAILING MANUAL.
REQUIRED ADMIXTURES (C)
TOTAL AIR LIMITS (0%) (B)
SLUMP LIMITS (IN.) (+0", -2")
MAXIMUM AGGREGATE (IN.)
MINIMUM CEMENT MATERIAL
(#/CY INCLUDING FLY ASH)
MAXIMUM W/C
(INCLUDING FLY ASH)
CONCRETE DENSITY
28 DAY STRENGTH f'c (K.S.I.)
INTENDED USE
one and one half inches = one
foot
6"
FOOTINGS
0.48
1 1/2
-
-
CONCRETE EXPOSED TO DEICERS
0.40
AE,
WR
ALL CONCRETE NOT OTHERWISE SPECIFIED
MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE:
8.
10.
0.40
3/8" - #8 AGGREGATE
3/4" - #67 AGGREGATE
1" - #57 AGGREGATE
1 1/2" - #467 AGGREGATE
one inch = one
foot 6"
B.
C.
1.
PRECAST WALL PANEL GROUT SHALL CONTAIN A MINIMUM OF ITS CEMENTITIOUS MATERIAL AS
EITHER 15% TYPE "K" CEMENT OR 8% TYPE "G" CEMENT.
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