Lock_5A_As_Builts.pdf

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LONG

SECTION

LS

1'-5"

70/417

LU

LL

L-

L-

1.- 1

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0 0

THRU EXT.

WALL AT

1ST FLOOR

16'-0"

Xwl

70/419

+11/2"

INTAKE HOOD CURB

SEE NOTE 5

EF-104

LLI

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++7" RIDGE

FOR ROOF

CURB. SEE

NOTE 5

TAPERED ---

INSULATION -

A

W

L-

LLI

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TYPICAL EFC

EXHAUST -

FAN CURBS 70/413

70/413

B

FOR TYP. ROOF

OPENINGS

(SEE NOTE 4

E 0

MAU - 1 01

SEE NOTE 5

1 .-

3" DIA. VENT

FOR OIL

SEPARATER

EF-108

24'-0"

CRICKET

(TYP.)

FOR EMERGENCY

GEN. DAY TANK5 3' DIA VEN7

4'-0" X 4'-6"

EQUIP. BASES

SEE SPEC---d

GENERATOR EXHAUST

PIPE. (SEE DWG. 70/466)

EF-106

EFC

70/413

ROOF PAVERS

(TYP.) SEE

NOTE 6

C

Y +3-

EF-105

+47-

C

+1"

1,925 A* 1"'.9: ..11

14'-6"

EF-102

111'-0"

24'-0"

90'-10"

SHORT

SECTION

THRU EXT. XW2

WALL

TYPICAL 70/419

SS

70/417

THRU WIN-

DOW AT

BREAK RM

EF-101

D

BRM

70/419

24'-0"

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17'-3"

17'-3"

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SEE DWG. 70/419-429

-- DOWNSPOUT

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/ (TYP. 6 PLACES __-__ --1

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FLOORING

SEE NOTE 7-4 A % --IF--

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70/419 ICAL ROOM

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MARKER BOARD

(SEE NOTE 9)

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70/425 WORK

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BSD1 5==1_/-\ ,23$247' -5 17- 11

LOUVER . 33, 70/425 60'

OF INT. 4 =-r-[206) r7*01- 1 ra IM IWALL 70/420

4 *6 I l_11 u

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BEARING ELEV.

ROOFING

+14'-0" FOR EN- RTU-103 RR2 2ND FLOOR

TIRE 2ND FLOO +E{- SEE NOTE 5 - Al- RESTROOM

70/424 ENLARGEMENT

+2 1/2"-

1 \ - I

SCUPPER WITH T _

DENOTES CHANGE IN L-- METAL COPING

FOR TYP. ROOF SECTION 70/417 $ 1DOWNSPOUT /1 OPENINGS, SEE SHORT SS j

(TYP. OF 4)- 1 NOTE 4 " *

ROOF ELEVATION IN ,

' RELATION TO ROOF

' DRAIN GENERAL NOTES:

9'-5"

( TYP. )

B

PLAN VIEW

SECOND FLOOR AND LOWER ROOF

SCALE: 3/16" = 1'-0"

C

SW2 THRU

SHEAR

70/4201 WALL

BSW BASE OF

,SHEAR

70/424 WALL

XW2

70/419

EF-107

BSD2 BASE

OF MTL.

70/420| STUD

WALL

GAUGE

RECESS

LOCK-

MASTER

OFFICE

1-3631

TERRAZZO

FLOORI NG

SEE NOTE 7

1. ALL DIMENSIONS ARE TO FACE OF CONCRE[TE, MASONRY OR METAL STUDS,

UNLESS OTHERWISE NOTED.

5 +

2. SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND }FIRE EXTINGUISHER

DESIGNATED BY S.F.E. MOUNT BOTTOM OF CABINET: AT 4 FEE-11 AFF.

3. RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER :

DESIGNATED Y R.F.E.

4. REFER TO STRUCTURAL DRAWING 70/440: FOR SIZE & LOCATION OF OPENINGS FOR

MECHANICAL ROOF AND FLOOR PENETRATIONS.

5. VERIFY CURB DIMENSIONS WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS.

6. COORDINATE ROOF PAVER LAYOUT W/ EQUIPMENT ACCESS. ADDITIONAL

PAVERS AS REQUIRED TO ACCESS REGULAR SERVICE POINTS.

7. COORDINATE WITH CONTRACTING OFFICER FOR LOCATION OF TERRAZZO DIVIDER

STRIPS WITH STRUCTURAL FRAMING.

t/f

8. SEE PARTION SCHEDULE AND LEGEND ON DWG. 70/411.

9. MARKER BOARD GOVERNMENT FURNISHED AND CONTRACTOR INSTALLED.

10. SEE STRUCTURAL DWG. NO. 70/440 FOR DIMENSIONS/OPENINGS IN ROOF.

11. FIRST FLOOR STAIRS AND SHELTERS ARE NOT SHOWN FOR CLARITY.

Di E

1@

LOCK-

LhAW MASTER

70/4301 OFFI CE

WI NDOWS

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70/4501 DETAIL

LS*24

\_1 70/417

SYMBOL

F

FACE OF

PRECAST

LO

LO

(3) in

LO

AE APPROVING OFFICk:

DATE:

DESIGNED: CTG

CHECKED: TMP

DRAWN: GDE

DESIGNED:

CHECKED:

2-20-98

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I wl us Army corpsof Engineers St. Paul District

AS-BUILT DRAWING

LOCK 5A LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 5A FOUNTAIN CITY, WISCONSIN

NEW CENTRAL CONTROL STATION

SECOND FLOOR PLAN

AND ROOF PLAN

CAD FILE NAME: MH70A412.DGN

SOL. NO: DACW37-98-8-0003

G

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DATE

DRAWING NUMBER:

M-LSA-70/412

I 2 er=

APPROVAL

SHT 173

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AS-BUILT

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ROOF ACCESS

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CONCRETE WALKWAY PADS

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SCUPPER

HOLD BACK OF

DOWNSPOUT

4 1/2" FROM WALL

4" X 6"

DOWN

SPOUT

A

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8"H X 6"W

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<TYP·

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- ROOF

11/2" CORRUGATED

METAL DECK, 20 GA

GALVANIZED

3/16 <TYP.

9'-11" RIVERWARD

9-6" LANDWARD

TS 4 X 12 X .25 OR

TS 6 X 12 X .25 SEE

ROOF FRAME PLAN 01

3/16 /' <TYP.

1--

7"X 7"X 3/4"

BEARING PLATE

TS 6X6X .25

COLUMNS

TYPICAL OF 4

ATTACHMENTS FOR PRECAST

WALL PANELS AS PER PRECAST

WALL MANUFACTURER

(SEE MAT'L NOTE "D")

1 /<i

1 4-

1'-1 1/2 " 1 'I

1.-8"

SECTION

<T/9

•4 0 12

4 - *6 BARS

TYPICAL WALL AT SCUPPER

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

TWS

78/450

05 0 12" O.C.

E.W. TOP AND

BOTTOM

B

CO

SIDEWALK

L0

SECTION

X

(0

LU

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6"

X

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19" LAP

SPLICE, TYP.

22'-0"

6 X 12 TUBE STEEL

4 X 12 TUBE STEEL

N

X K

4 X

4 X 12 TUBE STEEL *

4 X 12 TUBE STEEL

6 X 12 TUBE STEEL

PLAN

ROOF FRAMING

SCALE: 74" = 1'-0"

1/2" WIDE X 3/4" DEEP

JOINT SEALER

04 BARS 0

12" E.W.

2'-0"

4'-0"

2'-0"

X

X

¢0

SLOPE 1/4" PER FOOT

*4 BARS 0 12" O.C. PLACE 1,-0.

SIDEWALL REINFORCEMENT

INTO FOUNDATION WALL AND

TERMINATE WITH 90

HOOK, TYP.

ENTRANCE SLAB

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

z COMPACTED FILL

SIDEWALK (BEYOND)

*4 BARS 0 12" E.W.

WES

78/450

It

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N

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16"012 lillillill'll 1 1

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

1 0 lilli

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

3 1/2 "

3/4" BASE PLATE

1" DIA. DRILL HOLE FOR

3/4" DIA. EXPANSION

ANCHOR BOLTS

(TYPICAL OF 2)

CAULK AND

BACKER ROD

EACH SIDE

QUIRK -

10"

3"

\/4"

1'- 1 1 /2 "

DETAIL

TYP.

3 1/2 "

9/, 1 3/8 "

A 6, In

T .

DESIGNER NOTES:

f »

TS 6X6X .25

TYPICAL OF 4

1. BUILDING DESIGN IN CONFORMANCE WITH ANSI / ASCE 7-95

"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES."

BASIC WIND SPEED

EXPOSURE CATEGORY (WIND)

CLASSIFICATION OF BUILDING

IMPORTANCE FACTOR, 1 (WIND)

ROOF LIVE LOAD:

CONSTRUTION AND MAINTENANCE LOAD

SNOW LOAD

MINIMUM ROOF DESIGN LIVE LOAD

MINIMUM WIND UPLIFT ON ROOF

SUPER IMPOSED ROOF DEAD LOAD

WALL LIVE LOAD:

WIND

FLOOR SLAB LOADS:

UNIFORM LOAD (PRECAST PARTITION)

UNIFORM LOAD

MATERIAL NOTES:

1. PRECAST PRESTRESSED CONCRETE:

A. PRESTRESSED CONCRETE:

CONCRETE AT RELEASE, F' C > 3500 PSI

CONCRETE AT 28 DAYS, F' C > 5000 PS I

B. REINFORCEMENT:

_1

LU

Z

CL

3 1/4 " //5 11 4V 4Yp.

CORNER/COL. BASE PLATE

SCALE: NONE

LU

_1

C\1

__1

CCB

78/450

GROUND SNOW LOAD

EXPOSURE FACTOR, Ce THERMAL FACTOR, Ct

IMPORTANCE FACTOR,

DESIGN LOADS:

1 (SNOW)

90 MPH

C

CATEGORY I

0.87

50 PSF

0.9

1.1

0.8

20 PSF (MIN.)

48 PSF

48 PSF

28 PSF

15 PSF

15 PSF

750 PLF

150 PSF

PRESTRESSING STRANDS: ASTM A416, GRADE 270, LOW RELAXATION,

1/2 0 , STRAIGHT:

CONVENTIONAL: ASTM A615, GRADE 60

WELDED WIRE FABRIC: ASTM A 185, GRADE 65

EMBEDEDED METALS:

WELDED PLATES: ASTM A36

ANCHORS: ASTM A 108

PRECAST WALL PANELS SHALL BE DESIGNED AS SHEAR WALLS,

PANELS AND ATTACHMENTS SHALL BE DESIGNED BY SUPPLIER TO RESIST

500 LBS/FT SHEAR.

TEMPORARY ADEQUATE BRACING OR SHORING DURING CONSTRUCTION TO RESIST

WIND & UNBALANCED LOADING SHALL BE PROVIDED.

2. SEE DWG. 70/434 FOR CONCRETE NOTES.

SYMBOL

AS-BUILT AS OF 08/00

AE APPROVING OFFICIAL:

I

LU

DATE:

DESIGNED: CTG

CHECKED: GLC

DRAWN: PPC

DESIGNED:

CHECKED:

2-20-98

LOCK

DESCRIPTION

Boall 200 1

DATE

US Army Corpsof Engineers St. Paul District

CRY.6

APPROVAL

AS-BUILT DRAWING

LOCK 5A LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

& DAM NO. 5A FOUNTAIN CITY, WISCONSIN

WELL HOUSE NO.2 - WISCONSIN SIDE

STRUCTURAL AND ROOF

DETAILS

CAD FILE NAME: MH78A451.DGN

SOL. NO: DACW37-98-8-0003

DRAWING NUMBER:

M-L5A-78/451

SHT 254

oF 258

AS-BUILT

a a b6pmfjk8 Rectangle

50'

150'

'50'

50'

650'

640'

175'

SEE NOTE 5

SEE NOTE 4

HELIPAD

SEE NOTE 3

SEE NOTE 4

SEE NOTE 11

SEE NOTE 12

SEE NOTE 8

PARKING AREA

STAGING AREA &

FOR USE

NOT AVAILABLE

ACCESS TO RAMP

SEE NOTE 6

SEE NOTE 10

SEE NOTE 5

SEE NOTE 12

LINE TO REMAIN

EXISTING FENCE

ACCESS POINT (RAMP)

SEE NOTE 7

(RAMP)

ACCESS POINT

SEE NOTE 9

/3 /2

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GENERAL SHEET NOTES

E L E

V A

T

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N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

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A T

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H O

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B

A 240 A RESET

13,700 FT

APPROXIMATELY

A N

S I

D

T S

U L L

Y

/0

/3

G C

W

N

200'0 100'

1" = 100'

A1

SCALE:

LOCK & DAM 5A

SITE MAP

MISSISSIPPI RIVER

FLOW

S -1 02S

-1

RAILROAD TRACKS

FOR MORE INFORMATION.

SEE CONTRACT SPECIFICATIONS 01 14 00.00 13 PARAGRAPH LOCK AND DAM NO. 5A

CONTRACTOR. ANY NECESSARY PERMITS MUST BE OBTAINED BY THE CONTRACTOR.

CONTRACTOR’S CONSTRUCTION ACTIVITIES IS THE RESPONSIBILITY OF THE

RAMPS. ANY REQUIRED ACCESS DREDGING TO MAKE THE RAMPS USEABLE FOR THE

14. IT IS NOT ANTICIPATED THAT ACCESS DREDGING WILL BE REQUIRED TO UTILIZE THE

ACCESS TO LD5A.

13. VEHICLE ACCESS IS AVAILABLE FROM THE WISCONSIN SIDE ONLY. THERE IS NO LAND

COORDINATE WITH USACE LOCKMASTER FOR ACCESS POINTS.

12. FOOT ACCESS IS AVAILABLE ACROSS THE DAM AND GATES. CONTRACTOR TO

11. FOOT ACCESS IS AVAILABLE THROUGH THE UNDERGROUND TUNNEL.

EXISTING RAILROAD.

10. WORK LIMITS FOR 150' BY 50' STAGING AREA FOLLOW 5' FROM OUTSIDE EDGE OF

9. WORK LIMITS FOLLOW EDGE OF EXISTING LOCKHOUSE STRUCTURES.

8. WORK LIMITS FOLLOW EDGE OF EXISTING PAVED PARKING LOT.

7. WORK LIMITS FOLLOW 25' FROM EXISTING FENCE LINE.

6. WORK LIMITS FOLLOW EXISTING FENCE LINE.

5. EXISTING GATE WITH ELECTRONIC OPENER.

4. A SECURITY GATE WITH A LOCKING DEVICE EXISTS AT THIS LOCATION.

AVAILABLE FOR STORAGE.

WALL. WORK LIMITS ALONG LOCK CHAMBER WALL IS FOR ACCESS ONLY AND IS NOT

3. WORK LIMITS FOLLOW EXISTING FENCE LINE AND RAILING ALONG LOCK CHAMBER

CONDITION EXCEPT REQUIRED DREDGING IN THE MISSISSIPPI RIVER.

AREAS DISTURBED DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL

2. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ALL

PARKING AND STAGING AREAS. HELIPAD IS NOT AVAILABLE FOR STAGING AREA.

COORDINATE WITH USACE LOCKMASTER TO DETERMINE FINAL LOCATION FOR

1. APPROXIMATE LOCATION FOR PARKING AND STAGING AREA SHOWN. CONTRACTOR TO

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US Army Corps of Engineers

US Army Corps

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