0269-7SB502 Details.pdf
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ARCHITECTURAL
CONCRETE
ARCHITECTURAL
CONCRETE
7SB501
ARCHITECTURAL
CONCRETE
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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
7SB502
7629-HS2-401
Department of
Veterans Affairs
OFFICE OF
CONSTRUCTION
AND FACILITIES
MAINTENANCE
EWP_5
3/4" = 1'-0"7
SECTION
3/4" = 1'-0"6
SECTION
3/4" = 1'-0"1
SECTION
3/4" = 1'-0"5
SECTION
3/4" = 1'-0"2
SECTION
3/4" = 1'-0"3
SECTION
3/4" = 1'-0"4
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
1 ADDENDUM 1 08/24/11
2 ADDENDUM 2 08/24/11
3 ADDENDUM 3 - Post Bid 12/2/11
7 BULLETIN 009A 10/31/2012
SEE RFI-00200 for updated detail reflecting waterproof installationSEE RFI-00037 FOR ALTERNATE METHOD OF CONSTRUCTION
SEE RFI-00103 FOR WALL/SLAB
CONTRUCTION SEQUENCING
BOTTOM OF STAIR
ELEVATION 96'-2". 12"
STAIR TREAD DIMENSION
OF 12" IS ACCEPTABLE
(11" NOSE TO NOSE),
RFI-250
#11 BAR TO
BE USED AT
TANK PILE
CAPS ONLY,
RFI-313
#9 BAR,
RFI-313
RFI-362, SPLICING
OF STANDARD
SPLICES FOR WALL
REINFORCING IS
ACCEPTABLE
RFI-362, USE OF
STRAIGHT BAR
VS HOOK IS
ACCEPTABLE
REFERENCE RFI#00448
FOR BACKFILL AND
ELEVATION
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
SEE RFI-710 for hook bar clarification with no side reinforcing
RFI 01418 Added Waterstop
RFI 01418 Slope to East 1:50
RFI 01477
Curb Dimension:
2'-3"
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