Attachment 2 CNRC Flood Gate Drawings.pdf

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

CHILDREN'S NUTRITION RESEARCH CENTER

CRITICAL UPGRADES - FLOOD GATE

HOUSTON, TX

TITLE SHEET AND INDEX

T-001 1 412/18/23

SME

BSN

DRL

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

2923-E

B. DEAN

XXX

D. CORDRAY

W. ROSS

USDA

INDEX OF DRAWINGS

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

CNRC CRITICAL UPGRADES - FLOOD GATE

CHILDREN'S NUTRITIONAL RESEARCH CENTER (CNRC)

HOUSTON, TEXAS

SHEET NO. DRAWING NO. TITLE

T-001 1 OF 4 TITLE SHEET AND INDEX

S-104 2 OF 4 LEVEL 1 STRUCTURAL FLOOR PLAN

S-601 3 OF 4 STRUCTURAL DETAILS

A-601 4 OF 4 ARCHITECTURAL DETAILS

PROJECT LOCATION

LEGEND

ELEVATION CROSS REFERENCEX

XXXXX

ENLARGED PLAN/AREA OF WORK REFERENCEX

XXXXX

NORTH ARROW

VICINITY MAP (1" = 0.4 MILES)

N

GENERAL NOTES:

1. BUILDING WILL REMAIN OCCUPIED AND OPERATION BY THE GOVERNMENT DURING THE

WORK. MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES.

2. COORDINATE CONSTRUCTION ACCESS AND STAGING AREA(S) WITH CONTRACTING

OFFICER PRIOR TO COMMENCING WORK.

jferguson

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

CHILDREN'S NUTRITION RESEARCH CENTER

CRITICAL UPGRADES - FLOOD GATE

HOUSTON, TX

LEVEL 1 STRUCTURAL

FLOOR PLAN

S-104 2 412/18/23

SME

THT

DRL

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

2923-E

B. DEAN

XXX

D. CORDRAY

W. ROSS

N

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

LEVEL 1

STRUCTURAL FLOOR PLAN

1/8"=1'-0"

S-104

GENERAL NOTES

1. REFER TO ENLARGED PLAN FOR FLOOD GATE

INFORMATION.

FLOOD

GATE1

A-601

S-601

1'-10" 1'-812"24'-0"

6" 6"

3"±3"±

6"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

CHILDREN'S NUTRITION RESEARCH CENTER

CRITICAL UPGRADES - FLOOD GATE

HOUSTON, TX

STRUCTURAL DETAILS

S-601 3 412/18/23

SME

THT

DRL

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

2923-E

B. DEAN

XXX

D. CORDRAY

W. ROSS

N

SCALE:

ELNARGED FLOOD GATE PLAN

1/4"=1'-0"

S-601

SCALE:

FLOOD GATE DETAIL

NOT TO SCALE

S-601

DEMO EXISTING SIDEWALK

FOR INSTALLATION OF GATE

'-8

DEMO EXISTING SIDEWALK

FOR INSTALLATION OF GATE SUPPORT CABLE WITH TURNBUCKLE

EXISTING WALL.

NOTE: GRANITE COLUMN FACE TO

BE SAW CUT AND REMOVED AS

REQUIRED TO INSTALL GATE JAMB

STRUCTURE. SEE A-601

EXIST. SIDEWALL

TO BE DEMOLISHED

FLOOR

EXISTING CONCRETE

CURB TO BE

DEMOLISHED TO ALLOW

FLOOD GATE TO OPEN

FREELY, TYP. EACH SIDE

FACE OF

CONCRETE WALL

FACE OF

CONCRETE WALL

GRANITE FACING TO BE

REMOVED/ REINSTALLED.

S-601

S-601

S-601

VARIES

FLOOR ELEVATION

ALUM.

PANELS

EXISTING CONCRETE

CURB TO BE REMOVED

EXISTING CONCRETE

CURB TO BE REMOVED

INFLATABLE SILL

STEEL

FRAME

3 4" STEEL

SILL PLATE3

S-601

SCALE:

SECTION THROUGH SILL

3"=1'-0"

S-601

SCALE:

TYP. EXISTING RAMP SECTION

3/4"=1'-0"

S-601

WALL

COLUMN

#4 @ 12" O.C. E.W.

EXISTING (3)#6

TOP CONT.

EXISTING (2)#6

BOTTOM CONT.

PATTERN

CONC.

SURFACE

4'-

0"

EXIST. WALK TO BE DEMOLISHED, TYP.

EXPOSED REINFORCING TO BE CUT FLUSH

W/ REMAINING CONCRETE. APPLY MINIMUM

OF 12 INCH EPOXY GROUT ON REMAINING

CONCRETE TO PROVIDE SMOOTH FINISH.

SCALE:

DETAIL, TYP. @ EACH

WALK DEMOLITION

3/4"=1'-0"

S-601

EXISTING WALK TO BE DEMOLISHED

EXISTING WALK TO REMAIN

EXISTING RAMP6

C-601

SCALE:

DETAIL

1 1/2"=1'-0"

S-601

12" MIN. EPOXY GROUT TO FINISH

END OF WALK TO REMAIN

EXISTING WALK TO REMAIN

EXISTING RAMP

LIMITS OF DEMOLITION

8'0 2' 4' 12'

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

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

0 6" 1' 2'

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

0 1' 2' 4'

S-601

C-601

8'- 0"

(V

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8 12"x5"x14" PLATE

WELDED TO BOTTOM

4'- 6"

RAMP

(6%±)

RAMP

(2%±)

HOLD BACK FOR GATE

IN OPEN POSITION BY

GATE PROVIDER.

EXPOSED FACES OF WALK TO

REMAIN SHALL BE FINISHED W/

EPOXY GROUT, MIN. 12" THICK.

SCALE:

CONNECTION TO EXISTING COLUMN

1 1/2"=1'-0"

S-601

(12)#9 EACH

FACE, EXISTING

58" DIA. x8" EMBEDMENT EPOXY

ANCHOR @ 12" O.C., EACH SIDE

DUAL INFLATABLE SIDE SEAL

GATE FRAME

MFR. STANDARD HINGE DETAIL

WELDED TO BENT PLATE

38"x4" COMPRESSIBLE JOINT FILLER, WILLIAMS SERIES 1040 OR EQUAL

3/16"

FULL HEIGHT

EXISTING COLUMN

NOTE:

CONTRACTOR TO FIELD LOCATE

EXISTING REINFORCING PRIOR TO

DRILLING HOLES FOR ANCHORS

6"

EXISTING WALL.

NOTE: GRANITE COLUMN FACE TO BE SAW

CUT AND REMOVED AS REQUIRED TO

INSTALL GATE JAMB STRUCTURE. SEE A-601

NOTE:

SEE A-601 FOR WORK AT GRANITE

PANELS AND TRIM.

EXISTING WALL.

NOTE: GRANITE COLUMN

FACE TO BE SAW CUT AND

REMOVED AS REQUIRED TO

INSTALL GATE JAMB

STRUCTURE. SEE A-601

EXISTING WALL.

NOTE: GRANITE COLUMN

FACE TO BE SAW CUT AND

REMOVED AS REQUIRED TO

INSTALL GATE JAMB

STRUCTURE. SEE A-601

4000 PSI CONCRETE, 5" MAX. SUMP W/0.45

WATER TO CEMENT RATIO. COLOR TO

MATCH EXISTING PVMT. ROUGHEN SAWCUT

FACE AND APPLY EPOXY BONDING AGENT

PRIOR TO REPLACING CONCRETE.

2" Øx5" EPOXY ANCHOR @ 18" O.C.

CUT ANCHOR FLUSH WITH SILL

PLATE AND WELD. GRIND ANCHOR

AND WELD FLUSH WITH PLATE.

EXISTING STAMPED

PATTERN CONCRETE

PAVEMENT.

INFLATABLE SILL

STEEL SILL PLATE 1/2"x4"x27'6.5" (FIELD VERIFY). PROVIDE

78"Ø BEVELED HOLES IN PLATE @ 18" O.C. PLUG WELD

BOLTS TO PLATE AND GRIND FLUSH W/ SILL. SILL PLATE

TO BE SET WITH A MAXIMUM DEVIATION OF 1

16" WHEN

MEASURED WITH A 10' STRAIGHTE EDGE.

GRIND EXISTING PAVEMENT AS REQUIRED

FOR SEL-LEVELING COURSE

EXISTING REINF., #4 @

12" O.C., E.W. TO REMAIN.

EPOXY GROUT LEVELING COURSE,

SIKADUR -42 OR APPROVED EQUAL

SCALE: 3"=1'-0"

3"0 6" 1'

NOTE:

COORDINATE PAVEMENT SILL

INSTALLATION WITH COR. THIS

WORK WILL BE REQUIRED TO

BE DONE ON THE WEEKENDS.

14"

8"

STAINLESS STEEL CAP NUT, TYP.

38" BENT PLATE

12" PLATE4"

3/16"

14" PLATE WELDED TO

TOP OF BENT PLATE

14" PLATE WELDED TO

TOP OF BENT PLATE

PROVIDE 38" BENT PLATE

WELDED TO 12" PLATE

SIMILAR TO DETAIL 7/S-601.

8 12"x5"x14" PLATE

WELDED TO BOTTOM

1'-6"

4 78"+/- FIELD VERIFY 1 3 4"

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ER

IF

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1"

90°

CENTER LINE OF

HINGE PIN.

HEMMED

EDGE

MANUFACTURERS STANDARD

HOLD OPEN DEVICE. MAINTAIN

SAME MAXIMUM CLEARANCE

AS AT HINGE POINT. SEE INTENT

NOTE BELOW

DRILL GRANITE PANEL TO

ALLOW ANCHORAGE INTO

CMU BLOCK WALL.

1"

W A R N I N G

C L E R A N C E

4'- 0"

G A T E

2'- 0"

4"

6"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

CHILDREN'S NUTRITION RESEARCH CENTER

CRITICAL UPGRADES - FLOOD GATE

HOUSTON, TX

ARCHITECTURAL DETAILS

A-601 4 412/18/23

SME

REH

DRL

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

2923-E

B. DEAN

XXX

D. CORDRAY

W. ROSS

N

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

0 6" 1' 2'

SCALE:

EXTERIOR WALL PHOTO (TYPICAL OF BOTH SIDES)

NOT TO SCALE

A-601

SCALE:

PLAN DETAIL AT VERTICAL TRIM

1 1/2"=1'-0"

A-601

SEE STRUCTURAL

DETAIL 7/S-601

GATE IN CLOSED POSITION

18" MINIMUM (VERIFY WITH GATE MANUFACTURER)

8'

MI

NI

MU

M (V

ER

IF

Y W

IT

H

GA

TE

M

AN

UF

AC

TU

RE

R)

SAW CUT AND REMOVE EXISTING GRANITE WALL

PANEL AS REQUIRED TO INSTALL GATE JAMB.

SEE DETAIL 3/A601 AND STRUCTURAL DRAWINGS.

COORDINATE WITH GATE MANUFACTURER.

SAW CUT AND REMOVE EXISTING CONCRETE CURB

AS REQUIRED TO ALLOW GATE TO SWING CLEAR.

SEE DETAIL 1/A601, 3/A601, AND STRUCTURAL

DRAWINGS. COORDINATE WITH GATE

MANUFACTURER.

GRIND EXISTING PAVEMENT AND PROVIDE LEVELING

COURSE AND SILL PLATE AS SHOWN ON 3/S-601.

EXISTING STRUCTURE

GRANITE PANEL ANCHOR SYSTEM .

TYPE UNKNOWN. CONTRACTOR TO NOTIFY

CONTRACTING OFFICER FOR FIELD

INSPECTION OF ANCHORING SYSTEM ONCE

PANELS ARE CUT AND REMOVED

18 GA. ALUMINUM TRIM CONT.

SCALE:

FLOOD GATE DETAIL

NOT TO SCALE

A-601

EXISTING CONCRETE COLUMN.

NOTE: GRANITE COLUMN FACE TO

BE REMOVED AND REINSTALLED.

EXIST.WALL.

NOTE: GRANITE COLUMN FACE TO

BE REMOVED AND REINSTALLED

VARIES

FLOOR ELEVATION

8'- 0"

(V

ER

IF

Y

W

IT

H

GA

TE

P

RO

VI

DE

R)

SCALE:

SECTION DETAIL AT TOP OF GATE POST

1 1/2"=1'-0"

A-601

GRANITE PANEL ANCHOR SYSTEM .

TYPE UNKNOWN. CONTRACTOR TO NOTIFY

CONTRACTING OFFICER FOR FIELD

INSPECTION OF ANCHORING SYSTEM ONCE

PANELS ARE CUT AND REMOVED

EXISTING GRANITE WALL PANEL

SEE STRUCTURAL DETAIL 2/S-601

GATE. SEE STRUCTURAL DETAIL 2/S-601

2"x2"x18" ALUMINUM ANGLE CONT.

8" ALUMINUM TRIM CONT.

CONTINUOUS SEALANT WITH 1

4" X 34" NEOPRENE

GASKET WITH APPLIED ADHESIVE. BASIS OF

DESIGN: WILLIAMS TYPE NN1,1040 SERIES

(2) #12 x 1" LOW PROFILE

STAINLESS STEEL DRILLING

SCREWS. MINIMUM (3) SETS AT TOP

OF GATE POST

4" x 1 12" STAINLESS STEEL DRILLING SCREW

MINIMUM (2) AT TOP OF GATE POST

SEE DETAIL 4/A-601

NOTE:

COORDINATE PAVEMENT SILL

INSTALLATION WITH COR. THIS

WORK WILL BE REQUIRED TO

BE DONE ON THE WEEKENDS.

GATE IN OPEN POSITION

4"+/- MINIMUM. MAINTAIN CLEARANCE AS

REQUIRE TO ALLOW GATE TO OPEN AT 90

DEGREES . COORDINATE WITH GATE

MANUFACTURER.

EXISTING

GRANITE PANEL

NOTE: GATE MANUFACTURER SHALL INCLUDE ALL GATE CLEARANCES IN

SHOP DRAWING SUBMITTAL.

DESIGN INTENT:

WHEN GATE IS IN OPEN POSITION, IT SHALL HAVE MINIMUM PROJECTION

FROM EXISTING GRANITE WALL FACE.

4 7 /8"

- F

IE

LD

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MI

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SE

E

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B

EL

OW

316 SS CAP NUT AT ALL LOCATIONS.

SEE STRUCTURAL.