11 - 630A4-22-700 DWGS 2-STRUCT.pdf

NOTES:

1. DO NOT CORE IN THE SHADED AREAS.

2. SEE FOR MORE INFORMATION.

TOC EL

PER PLAN

WALL CORNER

OR EDGE

2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

1'

1'

/B6 S-500

NOTES:

1. LOCATE EXISTING REINFORCEMENT PRIOR TO DRILLING AND

DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.

2. DO NOT DRILL MORE THAN 2 HOLES WITHIN 3'-0" UNLESS

APPROVED BY COR AND SUBMITTED TO SEOR.

3. DO NOT DRILL THROUGH BEAMS.

T d=4" MAX MIN

5D

EXIST CONC SLAB OR WALL

3'-0" MIN

PENETRATIONS FARTHER THAN 8 TIMES THE

PENETRATIONS DIA OR WIDTH, BUT NOT LESS

THAN 24" MIN FROM ANCHOR, DO NOT REQUIRE

STEEL PIPE INSERT

8d O

R w T

YP

d w

SLAB EDGE

NOTES:

1. LOCATE ALL EXISTING REINFORCEMENT, TENDONS, AND PT ANCHOR HEADS PRIOR TO DRILLING

SUCH THAT CORING AND CUTTING DO NOT DAMAGE ANY EXISTING ANCHOR HEADS, PT

TENDONS OR REINFORCEMENT.

2. NEW PENETRATIONS @ 8'-0" OC MIN.

3. NEW ROUND OPENINGS TO BE 6" MAX. NEW SQUARE OR RECTANGULAR OPENING LENGTH/

WIDTH TO BE 1'-0" MAX. CORNERS SHALL BE SMOOTH. DO NOT OVERCUT.

4. BEFORE ANY WORK STARTS: LOCATE AND DOCUMENT EXISTING REINFORCING THAT HAS THE

POTENTIAL TO INTERFERE W/ CONSTRUCTION. IDENTIFY AND DOCUMENT ALL THIS

REINFORCEMENT IN A SHOP DRAWING SUBMITTAL AND SUBMIT TO ARCHITECT FOR STANDARD

SHOP DRAWING REVIEW AND APPROVAL TWO WEEKS BEFORE START OF ANY WORK..

L

D E

C K

S

P A

N

6 1/4"

MIN 3x LARGEST HOLE SIZE.

SPACE SO ADJACENT WEB IS NOT

CUT. DO NOT DAMAGE WEB IF

ADJACENT WEB HAS AN EXIST CUT

HOLES LESS THAN 6" DO NOT REQUIRE REINF

PROVIDED THEY DO NOT CUT MORE THAN ONE WEB

(E) BEAM

(E) BEAM

(E

B E

A M

EXIST CONC

COLUMN PER PLAN

ABOVE OR BELOW

6'

0"

SLAB PENETRATION 5"Ø OR

LESS MAY BE PLACED

OUTSIDE RADIUS SHOWN

WITHOUT PRIOR APPROVAL.

FOR ADDL INFO REFER TO

DO NOT DRILL THROUGH OR

DAMAGE DROPPED SLABS

/B6 S-500

DO NOT DAMAGE OR DRILL

THROUGH WEBS (HATCHED AREA).

FOR ADDL INFO REFER TO /B6 S-500

EXIST FINISHED FLOOR

REMOVE BOTH 8X16 BLOCKS IN

EACH BAY IF MORE THAN ONE

PENETRATION PASSES THROUGH IT

ALL PENETRATIONS MUST

BE THROUGH BLOCKS

FIRE PROOFING PER ARCH. DO NOT

DAMAGE EXISTING CONCRETE BEAM REINF

SEE NOTE, TYPSEE NOTE, TYP

NOTE:

DO NOT DAMAGE OR PLACE PIPES

THROUGH CONC JOIST AND BEAM.

NON-LOAD BEARING WALL PER ARCH.

DO NOT DAMAGE EXISTING

CONCRETE BEAM REINF.

3/4" = 1'-0" C1

PENETRATIONS IN EXISTING CONCRETE OR CMU WALL

1" = 1'-0" B6

PIPING & CONDUIT AT EXISTING FLAT SLAB OR WALL

1" = 1'-0"

B8

PENETRATIONS AT EXIST POST TENSION SLABS

1" = 1'-0" F5

OPENINGS LESS THAN 6" IN COMP DECK & ROOF DECK

3/4" = 1'-0"

F1

PENETRATIONS IN EXISTING CONCRETE SLABS WITH NO BEAMS

1" = 1'-0" E5

OPENINGS IN EXIST RIBBED SLABS

WSP USA Inc.

1201 Pacific Ave, Suite 550 Tacoma WA, 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ ENGINEER OF RECORD

A/E:

STAMPCONSULTANT/ DISCIPLINE

321 4 5 6 7 8 9 10

DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

/1

/2

:4

:3

A

M

A u to d e s k D o c s

/6

A

-2

-7

V A

N Y

B ro o k ly n E

H R

M

IU

/V A

B K

S

T R

.r v t

S-500

TYPICAL ALLOWABLE PENETRATIONS

THROUGH EXISTING STRUCTURAL WALLS

AND DECKS

NRT JKM

100% CONSTRUCTION

DOCUMENTS

08/29/2025

630A4-22-700EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

1" = 1'-0" C6

OPENINGS IN EXIST SLABS WITH BLOCKS BETWEEN JOISTS

Revisions: Date:

IN