SR502 Revised 8-4-2020.pdf

VINYL COVERED WIRE METAL MESH

2" X 2" SQUARE OPENING

HSS6X2X3/16, GALV

METAL TRIM ON BOTH FACES.

CONTRACTOR OPTION TO BOLT

OR WELD6

3" 2" 3"

L3X2X1/8 GALV, TYP

1/2" DIA BOLT, TYP

0' - 1 1/2" 0' - 1 1/2"

EXISTING CONCRETE SPANDREL

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

METAL TRIM ON BOTH FACES. CONTRACTOR

OPTION TO BOLT OR WELD

0"2" 4"

3/16

L6x4x5/16 x 0'-6" EA SIDE

OF HSS POST, GALV

(2) - 1/2" Ø HILTI KWIK BOLT 3 (SS) W/ 3

1/4" EMBED EACH SIDE OF POST.

HSS6X2X3/16, GALV

INTERIOREXTERIOR

0'

10"

EXISTING

EXPANSION JOINT

EXISTING CONCRETE SPANDREL

6"

1/4" METAL PLATE

1/4

EXISTING CONCRETE SPANDREL

METAL SCREEN DOUBLE ACCESS GATE

FOR SNOW CHUTE, WELD SUPPORT

POST TO ANCHOR PLATE

L BOLT INSTALLED INTO CONCRETE TO CATCH GATE WHEN CLOSED

8' - 0"

CONNECTION TO SPANDREL ON

INTERIOR OF GARAGE EXISTING CONCRETE SPANDREL

TYPICAL TOP LEVEL FALL

DETERRENT ELEVATION.

SEE DETAIL 6/SR502

INTERIOR EXTERIOR

VINYL WIRE METAL MESH 2" X 2"

SQUARE OPENING

EXISTING CONCRETE SPANDREL

METAL TRIM WRAPPED

AROUND BOTH FACES ON ALL

FOUR SIDES.

THROUGH-BOLT TO TUBE STEEL. FLAT

HEADS ONLY WITHIN GAP.

PROVIDE HARDWARE PER

MANUFACTURER

S E

E E

LE

V

A T

IO

N

S E

E E

LE

V

A T

IO

N

IN-SWING STEEL TUBING FRAMED GATE.

SEE ELEVATIONS FOR DIMENSIONS OF

GATE.

11 3/4"

VINYL WIRE METAL MESH 2" X 2"

SQUARE OPENING

EXISTING CONCRETE SPANDREL

METAL TRIM WRAPPED

AROUND BOTH FACES ON ALL

FOUR SIDES.

THROUGH-BOLT TO TUBE STEEL. FLAT

HEADS ONLY WITHIN GAP.

NOTES:

1. DEMO EXISTING GUARDRAIL TO THE NEAREST POST AS REQUIRED TO INSTALL

GATE. CUT STEEL FLUSH WITH CONCRETE AND PROVIDE A GROUT INFILL FOR

ANY OPENINGS. INSTALL RUBBER STOPPER AND CAULK AS REQUIRED TO SEAL

OPENING IN HOLLOW RAILING SECTIONS

5' - 0" MAX

C O

N C

R E

T E

S P

A N

D R

E L

EXISTING CONCRETE SPANDREL

HSS6X2X3/16, GALV

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

METAL TRIM ON BOTH FACES.

CONTRACTOR OPTION TO BOLT

OR WELD. MINIMUM 1/8" THICK

1" TYP

SR502

M

IN

0'

C O

N C

R E

T E

W A

LL

MAINTAIN CONSTANT

TOP OF PANEL

2" MIN. OVERLAP OF

WIRE MESH AND

METAL TRIM

5' - 0" MAX

EXISTING CONCRETE SPANDREL

HSS6X2X3/16, GALV

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

METAL TRIM ON BOTH FACES.

CONTRACTOR OPTION TO BOLT

OR WELD. MINIMUM 1/8" THICK

EXISTING CONCRETE SPANDREL

1" TYP

C O

N T

R A

C T

O R

T O

V E

R

IF

Y

6'

SR502

SR502

SR502

EXISTING COLUMN

0' - 4"

M

IN

0'

(2) L6x4x5/16 W/ (4) 1/2" DIA

EXPANSION ANCHORS, TYP

2" MIN. OVERLAP OF

WIRE MESH AND

METAL TRIM

EXISTING CONCRETE SPANDREL

2" 4"

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

METAL TRIM ON BOTH FACES. CONTRACTOR

OPTION TO BOLT OR WELD

L3X2X1/8, GALV

2"

HSS6x2x3/16, GALV

3/16

L6x4x5/16 x 0'-6" EA SIDE

OF HSS POST, GALV

(2) - 1/2" Ø HILTI KWIK BOLT 3 (SS) W/ 3 1/4" EMBED

EACH SIDE OF POST.

6"

INTERIOREXTERIOR

1/2" DIA BOLT

2" 4"

VINYL COVERED WIRE METAL MESH

2" X 2" SQUARE OPENING

METAL TRIM ON BOTH FACES. CONTRACTOR

OPTION TO BOLT OR WELD

EXISTING CONCRETE SPANDREL

HSS6X2X3/16, GALV

INTERIOREXTERIOR

3/16

L6x4x5/16 x 0'-6" EA SIDE

OF HSS POST, GALV

(2) - 1/2" Ø HILTI KWIK BOLT 3 (SS) W/ 3 1/4" EMBED

EACH SIDE OF POST. AJUST POST SPACING AS

REQUIRED TO AVOID OVERHEAD DOUBLE TEE

STEMS

EXISTING CONCRETE WALL WITH LIP

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

METAL TRIM ON BOTH FACES. CONTRACTOR

OPTION TO BOLT OR WELD

3/16

4" SHORT LENGTH X

5/16" THICK BENT PLATE

EA SIDE OF HSS POST,

GALV

(2) - 1/2" Ø HILTI KWIK BOLT 3 (SS) W/ 3

1/4" EMBED EACH SIDE OF POST.

HSS6X2X3/16, GALV

INTERIOREXTERIOR

0'

0' - 7 1/2"

0' - 2" 0' - 5 1/2"

FIELD VERIFY 0' - 1 1/2"

TYP

0' - 1 1/2"

5X5X1/4" BASE PLATE W/ (3)

1/2" DIA EXPANSION ANCHORS

TYPICAL POST CONNECTION.

WELD IN LIEU OF THRU-BOLT

EXISTING 31"X31" COLUMN CAP

FIELD VERIFY CAP SIZE

1/4

5/16

V A

R

IE

S . C

O N

F

IR

M

IN

F

IE

LD

L3X3X1/4"

1/2" DIA BOLT

2"X2"X1/8" BENT PLATE W/ 1/2" DIA BOLT

1/4

VINYL COVERED WIRE METAL MESH

2" X 2" SQUARE OPENING

METAL TRIM ON BOTH

FACES. CONTRACTOR

OPTION TO BOLT OR

WELD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

321 4 5 6 7 8 9 10

Consultant:

65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

05/29/2020

DAVE MARCHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

AMENDMENT 0005 08/04/2020

C U s e rs

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.0

R e n o v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/4

/2

:4

:5

P M

SR502

FALL DETERRENT DETAILS

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-441-3000

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

VA ANN ARBOR HEALTHCARE SYSTEM, MI

506-19-103

N/A

05/29/2020 ADK WJT

BID DOCUMENTS

SCALE: 3" = 1'-0"SR502

2 TYPICAL WIRE METAL MESH FALL DETERRENT PLAN VIEW

SCALE: 1 1/2" = 1'-0"SR502

7 TYPICAL WIRE METAL MESH FALL DETERRENT AT TOP LEVEL

SCALE: 3/4" = 1'-0"SR502

5 WIRE METAL MESH FALL DETERRENT AT EXPANSION JOINT

SCALE: 1/2" = 1'-0"SR502

10 TYPICAL WIRE METAL MESH FALL DETERRENT GATE ELEVATION

SCALE: 1 1/2" = 1'-0"SR502

11 TYPICAL WIRE METAL MESH FALL DETERRENT GATE PLAN

SCALE: 3/4" = 1'-0"SR502

6 TYPICAL WIRE METAL MESH FALL DETERRENT ELEVATION AT TOP LEVEL

SCALE: 3/4" = 1'-0"SR502

1 TYPICAL WIRE METAL MESH FALL DETERRENT ELEVATION

SCALE: 1 1/2" = 1'-0"SR502

3 TYPICAL WIRE METAL MESH FALL DETERRENT BOTTOM

SCALE: 1 1/2" = 1'-0"SR502

4 TYPICAL WIRE METAL MESH FALL DETERRENT TOP

SCALE: 1 1/2" = 1'-0"SR502

8 TYPICAL WIRE METAL MESH FALL DETERRENT AT TOP LEVEL LIP

SCALE: 3" = 1'-0"SR502

9 TYPICAL WIRE METAL MESH AT TOP LEVEL CORNER PLAN

Revisions: Date: