AS500 Revised 8-4-2020.pdf

LEVEL AA

89' - 0"

INSTALL NEW SWEEP

ALUMINUM THRESHOLD, SET IN

FULL BED OF SEALANT

VERIFY DOOR, AND REPAIR/

REPLACE CONDITIONS, SEE DOOR

SCHEDULE

BACKER ROD WITH SEALANT

EXISTING CONCRETE SLAB

EXISTING PARKING STRUCTURE

DIAMOND PLATE JOINT COVER, WITH

RECESSED FASTNER AT 6" O.C.

AS500

TYP, EA. SD.

**NOTE:

SIM. CONDITION EXP. JT,

VARIES IN SIZE

INSTALL NEW WEATHERSTRIPPING

BACKER ROD

EXISTING DOOR AND

FRAME TO REMAIN,

REPAIR/REPLACE AS

REQUIRED SEE DOOR

SCHEDULE

CONTINUOUS BACKER ROD

AND SEALANT EA. SD.,

EXISTING WALL

EXISTING BRICK TO REMAIN

EXISTING MORTAR TO REMAIN

TUCKPOINT AREAS OF

LOOSE/DELAPIDATED

MORTAR JOINT, BOTH

HORIZONTAL AND VERTICAL.

TYPICAL, MATCH ADJACENT

EXISTING MORTAR COLOR

AND POINT STYLE

1"

SILICONE FACED

COMPRESSIBLE EXPANSION

JOINT FILLER, CONT. TYP.

UP TO 10"

VARIES

EXISTING STAIR

EXISTING

PARKING

GARAGE

EXISTING CAST

STONE VENEER

TO REMAIN

DOUBLE LINE OF BACKER

ROD AND SEALANT

FILL CHIPPED/ SPALLED PORTIONS

OF CAST STONE (TYP) VERIFY

COLOR MATCH WITH ARCHITECT

PRIOR TO COMMENCING WORK

AS500

INSTALL NEW DOOR SWEEP

ALUMINUM THRESHOLD, SET IN

FULL BED OF SEALANT

SILICONE SEALANT OVER 2" COMPRESSIBLE

FILLER

EXISTING CONCRETE SLAB

EXISTING PARKING STRUCTURE

DIAMOND PLATE JOINT COVER, WITH

RECESSED FASTNER AT 6" O.C.

TYP, EA. SD.

**NOTE:

SIM. CONDITION EXP. JT,

VARIES IN SIZE

TRENCH DRAIN,

COORDINATE W/

PLUMBING

VERIFY DOOR, AND REPAIR/

REPLACE CONDITIONS, SEE DOOR

SCHEDULE

LOW-PROFILE TRENCH

DRAIN (BEYOND),

COORDINATE W/ PLUMBING

INSTALL NEW WEATHERSTRIPPING

BACKER ROD

0' - 7"

0'

/4

E

CAST STONE PARAPET CAP, PROFILE

AND COLOR TO MATCH EXISTING

CAST STONE PANEL, PROFILE

AND COLOR TO MATCH EXISTING

PANEL ANCHOR CLIP, AND WEDGE ANCHOR

BOND BEAM, FULLY GROUTED WITH

REINFORCING BAR, MATCH EXISTING

SIZE, DOWEL INTO ADJACENT

REMAINING BLOCK 1 FULL BLOCK @

EA. END

GROUT, MATCH EXISTING COLOR

AND POINT STYLE, (TYP)

EXISTING CAST STONE

PANEL, SEE 5/AS500

EXISTING PARKING DECK

EXISTING BRICK VENEER

EXISTING SEAT ANGLE, RE ANCHOR AS REQUIRED

FLASHING OVER BOND BEAM.

EXISTING CMU (TYP)

8" CELLULAR VENT, GARAGE SIDE

OF CMU @ 4'-0" O.C., PROVIDE AT

GARAGE LANDING AT TOP

(UNDERSIDE OF DECK) AND

BOTTOM OF WALL (ABOVE DECK)

AT STAIR TOWER (TYP) COLOR TO

MATCH EXISTING MORTAR

Level C 122' - 0"

INSTALL BENTONITE

SHEET WATERPROOFING,

TO T.O.F. SUBGRADE

ALONG WALL FACE

ALUM. THROUGH WALL PAN FLASHING,

CONT., SET IN FULL BED OF SEALANT

RE INSTALL EXISTING CURTIAN WALL ASSEMBLY

CONT. BACKER ROD AND SEALANT

DOUBLE LINE OF

BACKER ROD AND

SEALANT, CONT.

CONT. SEALANT @ FACE

OF WALL AND HEMMED

PAN FLASHING (TYP)

EXISTING CMU (TYP)

CELLULAR VENT, GARAGE SIDE OF BRICK @ 4'-0" O.C.,

PROVIDE AT GARAGE LANDING AT TOP (UNDERSIDE OF

DECK) AND BOTTOM OF WALL (ABOVE DECK) AT STAIR

TOWER (TYP) COLOR TO MATCH EXISTING MORTAR

EXISTING BRICK (TYP)

BACKER ROD WITH SEALANT

EXISTING PARKING STRUCTURE

**NOTE:

SIM. CONDITION EXP. JT,

VARIES IN SIZE

WALL BEYOND

EXISTING CURTAIN WALL

CONT. BACKER ROD AND SEALANT

.080 PREFINISHED BRAKE METAL COVER

OVER EXISTING JAMB.

MATCH CURTAIN WALL FINISH (WHITE)

FASTEN TO MASONRY 2' O.C. MAX. - SEE PROFILE

0' - 3"

0'

/4

0' - 6 3/4"

FLASHING PROFILE

EXISTING CMU WALL,

ROOFING MEMBRANE

EXISTING STONE CAP

NOTE:

PROVIDE LAP SEALANT AROUND ALL

FLASHING PERIMETER

EXISTING ROOF DECK

EXISTING PROTECTION BOARD

EXISTING RIGID INSULATION

CANT STRIP

ROOFING MEMBRANE

TERMINATION BAR WITH FASTENER

EVERY 24" O.C. MIN

BEAD OF SEALANT

(4)- 3/4" EPOXY ANCHORS 3" MIN. EMBED.

3/8"x8"x8" BASE PLATE

GALVANIZED.

EXISTING DOUBLE TEE

6" DIA. STEEL BOLLARD SCHED

40 PIPE, GALVANIZED AND

FILLED WITH CONCRETE.

1/8" THICK HIGH DENSITY

POLYETHYLENE (HDPE) BOLLARD

COVER WITH REFLECTIVE STRIP,

COLOR TO BE SELECTED FROM

MANUFACTURERS FULL RANGE

A F

F M

IN

IM

U M

1/4"

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 \a o g rz e w a lla

\D o c u m e n ts

\1 .1

.0

R e n o v

A ro g rz e w a lla

.r v t

/4

/2

:5

:3

P M

AS500

REPAIR 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 JG KN

BID DOCUMENTS

SCALE: 3" = 1'-0"AS500

1 THRESHOLD SECTION

CONTINUOUS BEAD OF SEALANT (BEYOND)

SCALE: 3" = 1'-0"AS500

2 JAMB DETAIL AT STAIR TOWER

SCALE: 6" = 1'-0"AS500

3 TYPICAL TUCK POINT

SCALE: 3" = 1'-0"AS500

4 EXPANSION JOINT JAMB

SCALE: 3" = 1'-0"AS500

5 STONE AND JOINT CORNER REPAIR

SCALE: 3" = 1'-0"AS500

6 STAIR THRESHOLD DRAIN SECTION

SCALE: 1 1/2" = 1'-0"AS500

7 CAST STONE REPAIR AT PARAPET CAP

SCALE: 6" = 1'-0"AS500

8 TYPICAL CELLULAR VENT INSERT

SCALE: 1 1/2" = 1'-0"AS500

9 SECTION DETAIL AT CURTIANWALL SILL AT ENTRYWAY

SCALE: 6" = 1'-0"AS500

10 BRICK CELLULAR VENT

SCALE: 3" = 1'-0"AS500

11 EXPANSION JOINT 2

SCALE: 1 1/2" = 1'-0"AS500

12 JAMB COVER

SCALE: 1 1/2" = 1'-0"AS500

13 ROOF MEMBRANE REPAIR DETAIL

Revisions: Date:

SCALE: 1 1/2" = 1'-0"AS500

14 BOLLARD DETAIL