0268-7SB501 Details.pdf

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Z2NE--Design Build Project: 629-20-120 CFM - Redesign Domestic Water Tank
Solicitation number
629-20-120
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ARCHITECTURAL

CONCRETE

7SB501

ARCHITECTURAL CONCRETE

ARCHITECTURAL

CONCRETE

ARCHITECTURAL CONCRETE

ARCHITECTURAL

CONCRETE

ARCHITECTURAL

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6"

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

APPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBER

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

TYPICAL STRUCTURAL DETAILS

TMD RJCJuly 15, 2011

SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD / TANK CONSULTANT

I.S.C. GROUP, INC. / IRRIGATION

DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE

Construction Documents 1

FULLY SPRINKLERED

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE

7SB501

7629-HS2-401

Department of

Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MAINTENANCE

EWP_5

3/4" = 1'-0"8

SECTION

3/4" = 1'-0"7

SECTION

3/4" = 1'-0"1

SECTION

3/4" = 1'-0"10

SECTION

3/4" = 1'-0"6

SECTION

3/4" = 1'-0"2

SECTION

3/4" = 1'-0"3

SECTION

3/4" = 1'-0"4

SECTION

3/4" = 1'-0"9

SECTION

CEP TANK EASTCEP TANK

3/4" = 1'-0"5

SECTION

3/4" = 1'-0"11

SECTION

ALL FOUNDATION DRAWINGS WITH SB PREFIX

IN EWP04 WERE REPLACED BY THE SHEETS

OF THE SAME NAME AND NUMBER FROM EWP05

EFFECTIVE WITH ADDENDUM #5 TO EWP04

2 ADDENDUM 2 08/24/11

3 ADDENDUM 3 - Post Bid 12/2/11

7 BULLETIN 009A 10/31/2012

PER RFI-00091, IGNORE THE KEYWAY

AND USE 2" COVER FROM TOP OF

PILE CAP / FOOTING AS IT RELATES

TO THE HOOK BAR

STRUCTURAL FILL IS

ACCEPTABLE IN LIEU OF GRAVEL

RFI-00072.1

SEE RFI-239 FOR

CONTROL JOINT

INFORMATION

#9 BAR,

RFI-313

#9 BAR,

RFI-313

PLEASE REFERENCE

RFI-311 FOR

CLARIFICATION

RFI-319 FOR 3" TOPPING SLAB

DELETION AND MEMBER

CLARIFICATIONS

RFI-319 FOR 3" TOPPING SLAB DELETION AND

MEMBER CLARIFICATIONS

RFI-319 FOR 3" TOPPING SLAB

DELETION AND MEMBER

CLARIFICATIONS

RFI-319 FOR 3" TOPPING SLAB DELETION

AND MEMBER CLARIFICATIONS

RFI-319 FOR 3" TOPPING SLAB

DELETION AND MEMBER

CLARIFICATIONS

RFI-319 FOR 3" TOPPING SLAB

DELETION AND MEMBER

CLARIFICATIONS

RFI-319 FOR 3" TOPPING

SLAB DELETION AND

MEMBER CLARIFICATIONS

RFI-319 FOR 3" TOPPING SLAB DELETION AND

MEMBER CLARIFICATIONS

RFI-319 FOR 3" TOPPING

SLAB DELETION AND

MEMBER CLARIFICATIONS

SEE RFI-517 FOR ALTERNATE

SEE RFI-519 FOR REVISED

DETAIL AT CERTAIN LOCATIONS

SEE RFI-554 FOR REVISED

DETAIL AT CERTAIN LOCATIONS

RFI-957: Waterstop to be installed between top of wall and 1st floor slab

SEE RFI 00243.1 FOR

GRADE BEAM/PILE

CONNECTION

EMBEDMENT.

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