A603.pdf

1st Floor 0' - 0"

2nd Floor 12' - 0"

EXISTING HEADHOUSE AREA -

NOT IN SCOPE

R-1

EX SLOPED CONCRETE DECK.

VERIFY SLOPE IN FIELD

NEW COUNTERFLASHING

WITH THRU-WALL FLASHING;

SEE SPEC 07 71 00

REMOVE BRICK AS NEEDED,

CLEAN, SALVAGE, AND

REINSTALL; SEE SPEC 04 20 00

NEW COPING; SEE

SPEC 07 71 00

PROVIDE MULTIPLE LAYERS CONT.

WOOD BLOCKING NECESSARY TO

MAKE T/COPING MIN. 3'-6" ABOVE

ROOF. STAGGER ALL JOINTS WITH

TOP LAYER OF BLOCKING LEAVING

APPROX. 3/8" GAP BETWEEN

BLOCKING JOINTS. FASTEN

BLOCKING WITH HOT-DIPPED

GALVANIZED FASTENERS

EXISTING RAILING BEYOND

EXISTING METAL COPING

PROVIDE CELL VENTS

EVERY 24" PER SPEC

04 20 00

VAPOR BARRIER TO

TURN UP AT THE WALLS.

SEE SPEC 07 53 23 FOR

VAPOR BARRIER

TESTING

ANCHOR WOOD BLOCKING INTO

EXIST. BOND BEAM WITH EXPANSION

ANCHOR. REMOVE LOOSE GROUT IN

BOND BEAM AND MORTAR. PATCH

BOND BEAM GROUT AND MASONRY

JOINTS AS NECESSARY. VERIFY THAT

EXPANSION ANCHOR IS FULLY

SECURED IN FULL-STRENGTH

SUBSTRATE

R O

O F

IN

G

H .P

T

O T

/C O

P

IN

G

M

IN

2nd Floor 12' - 0"

1st Floor Roof 11' - 0"

EXISTING METAL COPING

NEW COUNTERFLASHING

WITH THRU-WALL FLASHING;

SEE SPEC 07 71 00

R-1

EXISTING RAILING

PROVIDE CELL VENTS EVERY 24"

PER SPEC 04 20 00

VAPOR BARRIER TO TURN UP AT

THE WALLS. SEE SPEC 07 53 23

FOR VAPOR BARRIER TESTING

1st Floor 0' - 0"

2nd Floor 12' - 0"

1st Floor Roof 11' - 0"

NEW COPING; SEE

SPEC 07 71 00

R-1

PROVIDE MULTIPLE LAYERS CONT.

WOOD BLOCKING NECESSARY TO

MAKE T/COPING MIN. 3'-6" ABOVE

ROOF. STAGGER ALL JOINTS WITH

TOP LAYER OF BLOCKING LEAVING

APPROX. 3/8" GAP BETWEEN

BLOCKING JOINTS. FASTEN

BLOCKING WITH HOT-DIPPED

GALVANIZED FASTENERS

NEW

COUNTERFLASHING

WITH THRU-WALL

FLASHING; SEE SPEC

07 71 00

R O

O F

IN

G

H .P

T

O T

/C O

P

IN

G

M

IN

REMOVE BRICK AS

NEEDED, CLEAN,

SALVAGE, AND

REINSTALL; SEE SPEC

04 20 00

PROVIDE CELL

VENTS EVERY 24"

PER SPEC 04 20 00

VAPOR BARRIER TO

TURN UP AT THE WALLS.

SEE SPEC 07 53 23 FOR

VAPOR BARRIER

TESTING

ANCHOR WOOD BLOCKING INTO

EXIST. BOND BEAM WITH EXPANSION

ANCHOR. REMOVE LOOSE GROUT IN

BOND BEAM AND MORTAR. PATCH

BOND BEAM GROUT AND MASONRY

JOINTS AS NECESSARY. VERIFY THAT

EXPANSION ANCHOR IS FULLY

SECURED IN FULL-STRENGTH

SUBSTRATE

A603

1st Floor 0' - 0"

1st Floor Roof 11' - 0"

NEW COPING; SEE SPEC 07 71 00

NEW EXTENSION LEG OF

COUNTERFLASHING UNLESS

NOTED OTHERWISE; SEE

SPEC 07 71 00

R-1

PROVIDE MULTIPLE LAYERS

CONT. WOOD BLOCKING

NECESSARY TO MAKE T/COPING

MIN. 3'-6" ABOVE ROOF. STAGGER

ALL JOINTS WITH TOP LAYER OF

BLOCKING LEAVING APPROX. 3/8"

GAP BETWEEN BLOCKING JOINTS.

FASTEN BLOCKING WITH HOT-

DIPPED GALVANIZED FASTENERS

NEW COUNTERFLASHING

WITH THRU-WALL FLASHING;

SEE SPEC 07 71 00

R O

O F

IN

G

H .P

T

O T

/C O

P

IN

G

M

IN

NEW COPING; SEE SPEC 07 71 00

REMOVE BRICK AS NEEDED,

CLEAN, SALVAGE, AND

REINSTALL; SEE SPEC 04 20 00

PROVIDE CELL VENTS EVERY 24"

PER SPEC 04 20 00

VAPOR BARRIER TO TURN UP AT

THE WALLS. SEE SPEC 07 53 23

FOR VAPOR BARRIER TESTING

ANCHOR WOOD BLOCKING INTO

EXIST. BOND BEAM WITH EXPANSION

ANCHOR. REMOVE LOOSE GROUT IN

BOND BEAM AND MORTAR. PATCH

BOND BEAM GROUT AND MASONRY

JOINTS AS NECESSARY. VERIFY

THAT EXPANSION ANCHOR IS FULLY

SECURED IN FULL-STRENGTH

SUBSTRATE

STAINLESS STEEL CLAMP

RUBBER BOOT

ALUMINUM SPUN BASE

TOP VIEW

GASKET

SS LINER

HEAVY GAUGE GALV. STEEL

0' - 1 1/2"

WOOD NAILER

3# DENSITY RIGID INSULATION

CONTINUOUS ALUMINUM CAP

OVER ENTIRE CURB ASSEMBLY

INTERNALLY REINFORCED AND

STIFFENED AS REQ'D

RUN ROOFING UP AND

OVER CONTINUOUSLY

FILL VOID WITH RIGID

INSULATION

CURB SHALL BE

FOUR-SIDED AND

OFFSET THE SIZE OF

THE ROOF TOP

EQUIPMENT BY MIN. 1"

ANCHOR ALL SIDES TO EXISTING

DECK AS REQ'D

SPECIFIED NEW ROOFING

SYSTEM, FLASH UP CURB

EXIST. ROOFTOP MECH. UNIT TO

BE REINSTALLED AND

ANCHORED ON NEW CURB. VIF

EXIST. UNIT DIMS FOR CURB

SIZING AT EA. UNIT, TYPICAL

EXISTING PARAPET

WALL CONSTRUCTION

EXISTING RAILING

EXISTING METAL

COPING

NEW METAL COPING WITH

END DAM. SEE SPEC 07 71 00

PROVIDE MULTIPLE LAYERS

CONT. WOOD BLOCKING

NECESSARY TO MAKE T/COPING

MIN. 3'-6" ABOVE ROOF. STAGGER

ALL JOINTS WITH TOP LAYER OF

BLOCKING LEAVING APPROX. 3/8"

GAP BETWEEN BLOCKING

JOINTS. FASTEN BLOCKING WITH

HOT-GALVANIZED FASTENERS

3'-6" T/COPING

ABOVE ROOF H.P.

3'-3" (E)

ABOVE ROOF

H.P.

CLEAT PER METAL

COPING MANUFACTURER

(2) LAYERS OF BACK

BED SEALANT AND

BACKER ROD

MECHANICAL FASTENERS

WITH SILICONE WASHERS

SEALANT AND BACKER ROD

MIN.

0' - 2"

0' - 4"

PLYWOOD

STAGGER

JOINTS

D

ORDER DATE:

TASK ORDER NO.:

A

U S

DESCRIPTIONBYDATENO.

BAILEY EDWARD

DESIGN

EPM:

AOE:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

COPYRIGHT BAILEY EDWARD DESIGN 2020 - BED# 15042-20-01

DWG. NO.

SHEET OF

PEORIA IL 61604

USDA ARS MWA AAO

ACQ/PER PROP

1815 N UNIVERSITY STREET

Agricultural Research Service t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr

Suite 2800

Chicago, IL

60601-2308

©2020 Bailey Edward Design

Design Firm License No. 184-001962

BED01/27/2021004 ADDENDUM #1

/4

/2

:2

:3

P

M

C U s e rs

\j a u le r\ D o c u m e n ts \R

U

S D

A D a ir y F o ra g e

R o o f_

P

C e n tr a l_ ja u le r3

.r v t

A603

WALL SECTIONS

ROOF REPAIR DESIGN

TBD

MP

RD

TERRI GURENO

TIM GOLDEN

TBD

GW/MP AG-3K15-C-10-0016

10/23/202015042-20-01

1/2" = 1'-0"

WALL SECTION - SOUTH WALL @ HEADHOUSE AISLE ROOF

0 1' 2' 4' 0 6" 1'1 1/2" = 1'-0"

SLOPED PARAPET WALL SECTION

1/2" = 1'-0"

WALL SECTION @ HEADHOUSE AISLE ROOF

1/2" = 1'-0"

WALL SECTION @ EAST TRASH & HEAD HOUSE AISLE

0 1' 2' 4' 0 1' 2' 4'

WALL SECTION NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO COMMENCING

THE WORK.

2. ONE (1) BRICK COURSE EQUALS APPROXIMATELY FOUR (4)

VERTICAL INCHES.

3. CLEAN, PATCH TO MATCH AND MAKE FLUSH TO PREPARE

SURFACE OF EXISTING CONCRETEAS NECESSARY FOR

INSTALLATION OF AIR AND MOISTURE BARRIER.

5. EXISTING STRUCTURAL STEEL, SHELF ANGLES, AND LINTELS

TO REMAIN. REMOVE RUST, CLEAN, PRIME, AND PAINT WITH

ZINC-RICH PRIMER, STEEL CONNECTIONS TYPICAL.

NOT TO SCALE

PIPE PENETRATION DETAIL

3" = 1'-0"

ROOF CURB DETAIL (TYP.)

0 3" 6"

3" = 1'-0"

COPING TRANSITION DETAIL

0 3" 6"

1 1/2" = 1'-0"

WOOD BLOCKING