Amendment_6_Drawings.pdf

Ballast rock disposal location t.

LONG

SECTION

LS

1'-5"

70/417

LU

LL

L-

L-

1.- 1

or) 1

0 0

THRU EXT.

WALL AT

1ST FLOOR

16'-0"

Xwl

70/419

+11/2"

INTAKE HOOD CURB

SEE NOTE 5

EF-104

LLI

Cl_

++7" RIDGE

FOR ROOF

CURB. SEE

NOTE 5

TAPERED ---

INSULATION -

A

W

L-

LLI

CE

LLI

n_

AL

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"

-t

-,1

E

17'-3"

17'-3"

T

Il.-'.- 1.. .. ".-

1'-5" = 1'-5" 1-1 1

--I!

1 1

'TOW HAULAGE |

|SHELTER

( BELOW) -7 1

I

1 '1 j

DN t i_ 1 *9 1 1 '

--- -- I-lilli +2 1/2" 1--

/1 I

+11/2" 1'

+ 4, Lit I

1 1 u

ALUM WDW FRAMI NG

mi NSUL GLASS ( TYP. )

SEE DWG. 70/419-429

-- DOWNSPOUT

1/1/ le

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

r'

*orjr:·:·:·i··f' f..r«.f..t:.:.I::...'.......13:0/:' ·('5:':{: (...::.I. mn.in* ____i

El.. 1 7'-11" Li 0

6 , 1.- TERRAZZO

4'-0"

FLOORING

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

1 §

- 1

LVR

THRU LOUVER

IN MECHAN-

70/419

ICAL ROOM

8'W X 4'H

MARKER BOARD

(SEE NOTE 9)

KC KIT.

CASE-

70/425

WORK

ttill 4'ff

0 [r KITCHEN -1 MECHANICAL+7" * /-\ 136-fl ,i 113-§

LE-

FOR TYP. FLOOR 14 2, - r ---11-4'-5" OPENINGS, SEEi'll- I

NOTE 4 S.F.E 1-3 9 KE *7* 1 1-Ar I

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

-4 ·· STORAGE

ss 4 a 4 *-tr w 5 #I /.SHELVES -- 4

ROOM 205 70/425 >l.. ?l- 4 ..'i>a- ./ ./ , 1.1

<4-2 Lk-U

+4" 1 - XW2 w

'< 70/419 >L INSUL. PRECAST

CONC. PANELS

CONF./1

BREAK -

if)

4'W X 4'H 2--

TACKBOARD ,

6 5

\ It--

DN

1'1'Iii mr- i'l

1. 1 1 1 1 1 1- R.1- M J

--i W21 j STAI R ST170/430 _3__1 70/449

U rt

A

L

48,-, \\ ./ \ J At

5'-7 1/4 " 61

4511/2" NOTE: PRECAST PANELS //T\ +11/2"4-MEMBRANE

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 BY 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

C\1

LO

(3) r-

1-

(0

UD

--( B )

W

Z

A

LU

I

LU

2'-11"

ST2

STAIR

NO. 2

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

1-i

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(D

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(f)<O_05 %_1<0

L. LLI-LL

V --, AS-BUILT AS OF 08/00

BAY

70/419

DESCRIPllON

THRU BAY

WINDOW

10 4 lilli lili

SCALE: Me"

'-0"

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

*ip

DATE

DRAWING NUMBER:

M-LSA-70/412

I 2 er=

APPROVAL

SHT 173

oF 258

AS-BUILT

LOCK AND DAM NO 5A GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONRETE, MASONARY, AND PLYWOOD UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE BALLAST STONE, CONCRETE PAVERS AND PAVER PADS AS SPECIFIED.

3. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY TO BUILDING

EQUIPMENT AND REGUALARLY SERVICED POINTS.

4. REMOVE AND DISPOSE OF EXISTING ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, PERLITE, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS DOWN TO THE METAL ROOF DECK AND CONCRETE PARAPET WALL PER EPDM MANUFACTURER'S REQUIREMENTS AS

SPECIFIED.

5. FURNISH AND INSTALL NEW ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, COVER BOARD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS PER

EPDM MANUFACTURER'S REQUIREMENTS AS SPECIFIED.

6. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER EPDM MANUFACTURER'S

REQUIREMENTS.

7. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

8. FURNISH AND INSTALL NEW EQUIPMENT PADS BELOW A/C UNITS.

9. FURNISH AND INSTALL NEW ICE GUARD/SNOW BAR ON (2) METAL ROOFS TO MATCH EXISTING. THAT TO BE

INSTALLED ON CCS BUILDING AND ADJACENT MAINTENANCE BUILDING.

10. REMOVE AND RESET GROUNDING WIRES, A/C UNITS (IF NECESSARY), AND DOWNSPOUTS (IF NECESSARY).

11. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM OF 4" ON CCS ROOF; THICKNESS INCLUDING COVER BOARD AND INSULATION.

ROOF ACCESS

DENOTES CHANGE IN

ROOF SYSTEM

ELEVATION (TYP) IN

RELATIONS TO

SCUPPERS AT +0

REMOVE BALLAST

REPLACE

CONCRETE PADS

4*- A

A

1*- B

MTL ROOF FLASHING

TO MATCH ROOF

MATERIAL

LAP SEAM SOLDERED

ALL AROUND

TRANSVERSE

SEAM

MTL STORM COLLAR

e r i

1 1

STANDING SEAM ROOF

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

VENT

/1/

LLI

-1 l

B

METAL GUTTER

W/DOWNSPOUTS

(SEE ELEVATIONS

FOR LOCATIONS)

r RIDGE CAP

PLAN VIEW

STANDING SEAM

METAL ROOF ASS'Y

DOUBLE WALLED

MTL FLUE

STANDING SEAM

MTL ROOF-

SECTION - TYP.

BOILER FLUE

SCALE: 11/2"=1'-0"

PRE-FORMED PIPE

SEAL W/ LAP

SPLICE

BONDING

ADHESIVE

LAP SEALANT 7

k6200*r-r*n V r*=St

A

SECTION

VARIES

ROOF VENT PENETRATION-TYP.

SCALE: 11/2"=1'-0"

L

CLEARANCE AS REQ'D

BY FLUE MANUFACTURER

LU

OL

-1

(/1

NAILABLE INSUL

MTL DECK

PROVIDE STL ANGLE

FRAMING AROUND OPNG

PACK W/ FIRESAFING

FLUE ROOF SUPPORT

ASSEMBLY

A

4*- C

C

E--ICE GUARD, 15"

FROM ROOF EDGE

(SEE SPECIFICATIONS) e

=--1:r -en -

1--m- m.

C

. 11

-m-

Im--m -

MTL CAP, LAP MIN 2"

INSIDE VENT PIPE

MTL FLASHING

SLEEVE r\\ 2-

Z »21.Ll

1=-m

B\ e m.-=-

VARIES

L/

Pri--el

-m

B

B'

HI

\ 1

\El

STANDING SEAM

MTL ROOF

'-I#

SEE DWG.70/412

FOR OTHER NOTES

PACK W/ FIRESAFING

-- SEE MECH. FOR

VENT SIZES

-4-

- OPENING SIZE

DETERMINED

BY PIPE SIZE

SECTION - TYP.

VENT ON SLOPE

SCALE: 11/2"=1'-0"

METAL STANDING

SEAM ROOF 12

3" NAILABLE INSULATION

SCREWS SHALL NOT EXTEND 8

PAST METAL DECKING

INSTALL 2 LAYERS OF

300 FELT ON NAILABLE

INSULATION

SHT MTL FASCIA

WATER CUT-OFF

MASTIC

3/4" SHOW -1 7< ·S.S. CLAMP

1 1

- SINGLE-PLY EPD

ROOFING MEMBRANE * 7 ALUM '44

= - GUTTERROOF BALLAST- * *\ U,

.----1

V V_j \4 A C\1

ROOF DECK -

RIGID INSUL --

3/4" SHOW-

70/412

B

3/4" PLYWOO

1-

A

A

3 1/2"

SECTION

3"

10"

15"

BASE ROOF TRUSS

SCALE: NONE

8"

A

D

3 1/2" r

T

C

B

D

- MECHANICAL__/ -UNIT

ff)

D.

2"X2"

PRESSURE

TREATED

2X2'S 0

16" O.C.

3/4" PLYWOOD

ONE SIDE

EPDM FLASHING

W/ LAP SPLICE

& SEALANT

SECTION

EXHAUST FAN-TYP.

SCALE: 11/2"-1'-0"

METAL FLASHING -

1/2" TREATED PLYWOOD '

ON 1" INSULATION

MEMBRANE ROOF & FLASHING

SYSTEM OVER TAPERED INSUL

RE: SPECIFICATIONS ,

ROOF BALLAST RE: SPEC.

NAILABLE INSUL.

11/2" METAL '

DECKING PAINTED

TOP OF

CURB LEVEL

Z

2"X4" CONTINUE

PLYWOOD OVER

SHOWEN VERTICAL

i

EFC

70/412

1 12"

11 1

11 1

-LI1

11 11

11 11

11 11 1 1--------. 1

1 1

1 1

1 1

1 1

1 8" 1

1 1

1 1

1 1

1 1

L--____ -1 f 4"

3/4"

PERLITE

- 3/BGUSSET « 1 / !/

PANEL TOP

SLOTTED FOR

3/8" PLATE

3/4"

PERLITE

DETAIL

WOOD BLOCKING -

(PRESSURE TREATED)

PARAPET

SCALE: NONE

E

70/417

10'-

2'-0" 6"

(Al

- 4"*4" CANT.

. Lg-/ (TREATED WOOD)

. 0 1..

A .2 'll

". 8.

. X b .5

..A ., X h ff > 2 611

A ' LOCK DRIP

EDGE W/

.. SEALANT

I . =

. .. W A

A

. I .

A·

A b

A· A

12"

1 0 4 8 12 lilli lili 1 1

SCALE: *6" = I'-O"

1 9" 6" 3" 0 lllllilllllllllllllllllll

SCALE: 1 72"

E I i

-1

LU

Z

LL

W

LLI

0"

-1

2'-0"

:I

1'-0"

I

LU

1 I

F----------------------7-----------------------G -

/4

F) 1

HOLD BACK OF

SCUPPER 1/2"

FROM WALL

REGLET ..

\ A

All

GENERAL NOTES:

A

A

A

A b

A·

C A

A·

A

A

A

A·

A

><-1 X

X

X

X

X

X

IA

X

>«D r- TREATED

LUMBER1

h>145D ·D B • I

:.. C A·

..... \ AA A \.-

. I.

A

.2--A A-zA-- 2»«- --r .

A

A . 'A .

I . .

]'1-1 -S Li-- -S>0-" A

A A

. I.

A A

DETAIL

SCUPPER - TYP.

SCALE: NONE

LOCK DRIP

EDGE W/

SEALANT

GRAVEL

STOP

41:az

-1- «

1,/s ll

70/417

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY OR METAL STUDS,

UNLESS OTHERWISE NOTED.

2. REFER TO STRUCTURAL DRAWINGS FOR SIZE & LOCATION OF OPENINGS FOR

MECHANICAL ROOF & FLOOR PENETRATIONS.

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

4. COORDINATE ROOF PAVER LAYOUT W/ EQUIPMENT ACCESS.

ADDITIONAL PAVERS AS REQUIRED TO ACCESS REGULAR SERVICE POINTS.

5. COORDINATE LOCATION OF TERRAZZO DIVIDER STRIPS W/ CONTRACTING

OFFICER.

SYMBOL

AS-BUILT AS OF 08/00

AE APPROVING OFFICIAL:

l.1.1

DATE:

DESIGNED: CTG

CHECKED: TMP

DRAWN:

DESIGNED:

CHECKED:

FJB/DGS

2-20-98

DESCRIPTION

30 JAA

*9622/

DATE

US Arrny Corps of Engineers

St. Paul District

CTZZ»

APPROVAL

AS-BUILT DRAWING

LOCK 5A LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 5A FOUNTAIN CITY, WISCONSIN

NEW CENTRAL CONTROL STATION

CAD FILE NAME: MH70A413.DGN

SOL. NO: DACW37-98-8-0003

ROOF PLAN

AND DETAILS

DRAWING NUMBER:

M-LSA-70/413

SHT 174

op 258

AS-BUILT

LOCK AND DAM NO 5A GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONRETE, MASONARY, AND PLYWOOD UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE BALLAST STONE, CONCRETE PAVERS AND PAVER PADS AS SPECIFIED.

3. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY TO BUILDING

EQUIPMENT AND REGUALARLY SERVICED POINTS.

4. REMOVE AND DISPOSE OF EXISTING ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, PERLITE, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS DOWN TO THE METAL ROOF DECK AND CONCRETE PARAPET WALL PER EPDM MANUFACTURER'S REQUIREMENTS AS

SPECIFIED.

5. FURNISH AND INSTALL NEW ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, COVER BOARD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS PER EPDM

MANUFACTURER'S REQUIREMENTS AS SPECIFIED.

6. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER EPDM MANUFACTURER'S

REQUIREMENTS.

7. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

8. FURNISH AND INSTALL NEW EQUIPMENT PADS BELOW A/C UNITS.

9. FURNISH AND INSTALL NEW ICE GUARD/SNOW BAR ON (2) METAL ROOFS TO MATCH EXISTING. THAT TO BE INSTALLED ON CCS BUILDING AS SHOWN IN DETAIL ABOVE AND ENTIRE PERIMETER OF ADJACENT MAINTENANCE

BUILDING.

10. REMOVE AND RESET GROUNDING WIRES, A/C UNITS (IF NECESSARY), AND DOWNSPOUTS (IF NECESSARY).

11. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM OF 4" ON CCS ROOF; THICKNESS INCLUDING COVER BOARD AND INSULATION.

REMOVE

BALLAST

REMOVE AND REPLACE ROOF

ASSEMBLY TO METAL ROOF

DECK

EPDM TO EXTEND UP

AND OVER PEAK

NEAR EXTERIOR OF

PARAPET

METAL COPING

TO BE REPLACED

METAL COPING TO BE

REPLACED

INSTALL NEW ICE GUARD/SNOW BAR

15" FROM ROOF EDGE

.kEL. 13'-272"

TOP OF STE

W14X34

W14X30

TOP OF

FIN. FLR.

EL. 0'-0"

\ 8\

R

EL. 23'-6"TOP OF STEEL

TS12)1 XM

TS16>(11 FLOOR SLAB

REINFORCED

WITH WWF 6X6-

W4XW4

C

(Dl

1 1

18 | 1

- TS 12X8

TS 16X8

TS 8X8X% (TYP)

EL. 14'-0" EL. 13'-6 1/2 "

FIN. SECOND FLR. /« , »_TOP OF STEEL-f_ SLOPE SLOP-E___2

1/4" PER FOOT 1/4"PER FOOT EL. 13'-2'/2" r.6

4 - TOP OF STEEBF

W18X50-1 W24X84 »r W14X34

W24X84-1 L MONORAIL \+ W14X30

VII#*•' -

X·X·XOX«·X·»xexex·X«4-... . -..

SEE NOTE 7

FILLER Ft

98"X7"X-7"

TS12X8

TS16XB

A

-L/1

16'-0"

B

I

·>%.&6?·..

SECTION

24'-0"

RIVERWARD ELEVATION

SCALE: *6"=1'-0"

B

SEE NOTE 7

SEE NOTE 5 ----- ,

SLOT GUSSET PLATE 3/8 " (TYP)

FOR 3/4 " DIA. BOLTS SLOT L=1"

TWO SLOTS REQ'D.

9'-4"

B

.5..$..3

XLR

70/440

%" CONNECTION

PLATE

SECTION

D-il-r

TS 8X8X% (TYP)

WT10.5X22

TS 4X4X% (TYP)7

16'-0"

FILLER IE

3/8 "X7"X7"

SEE NOTE 7

-EL.-0'-6"cA

TOP OF 7

FOUNDTION

01 -V

X, 5 9/32

2-JL- 3x2x 3/16 " - In

24'-0" STEEL TRUSS WELDED

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

2'-8"

TRUS

C

FILLER PLATE /

3'-8/2"

5 9/32

2'-8"

70"

-76

(0 rt i>)

CO

A

LO

D

SEE NOTE 3

ATTACHMENT

11/2 " DEEP

METAL DECK i

TO FRAMING

LO

X

X

(0

D

6'-0" 6'-0"

PURLIN \.» W12X26-37

L4X3X3/8-

4/ vviiii

12'-0"

SEE NOTE *5

TS12XBX.375

8'-3"

G

6'-0"

TS12X8X.375

70"

2 3 E 5)(9.0

L-8"

6'-0"

E

EJ

PURLIN

L4X3X3/8

C

Lf)

9--

>2

Xt

Y

-1-

6'-0"

WT10.5X22

6'-0"

SEE NOTE 4

ROOF FRAMING

6'-0"

T512X8X.375

TRUS-*

6'-0"

F

TS12XBX.375

-8-

TRUSS

2ANGLES

3X2X3/16 -7

BEAM TO

COLUMN 82C

CONNECTION 70/441

AT TOP OF STEEL EL. +23'-6"

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

It

V

5'-3"

PURLIN

L4X3X3/8

A

1 1

6'-0"

TS16X8X.375

TS16X8X.375

6'-0"

G -

CPC

70/441

1-

4,0

I rl -- to

X

X

(D

1-

LO

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CLOSURE

PLATE

CORNERS

' TS16X4X.38 1

I (D

V F

BWR BAY

WINDOW

70/443 ROOF

1 1

FILLER FE

98' 'X-7" X 7"

EL. 32'-6" ROOF TRUSS

TOP OF TRUSS

2-H- 3X2X 3/16 "

SEE

PUR PURLIN

DETAIL

/ EL. 23'-11"

BOTTOM OF TRUSS

EL. 23'-6" /11

TOP OF STEE[>r

-- TS 12X8

TS 16X8

TERMINATION POINT

10 4 lilli lili

SCALE: *6"

1" 0 4" 8" 1 6" 0 lilli l lilli 1 1 1111111111111

SCALE: 3" = 1'-0" SCALE: 94

E I

8 12

1 .1

'-0"

1 2 l'h" METAL DECK

74" SLOT IN ANGLE LEG

PURLIN

L4X3X 3/8 "

DETAIL

PURLIN ATTACHMENT

SCALE: 3"=1'-0"

< TYP

NOTES:

1. SEE DRAWING 70/434 FOR GENERAL NOTES.

2. SEE DRAWING 70/443 FOR DETAILS OF TRUSSES.

3/6 L

RBC

70/443

PUR

3. ROOF DECK AND ROOF DECK CONNECTIONS SHALL BE DESIGNED

FOR 323 LBS/FT SHEAR AND 30 PSF UPLIFT.

4. ALL STEEL ROOF FRAMING SHALL BE FABRICATED STEEL MEMBERS.

5. TRUSS MAY BE BOLTED OR WELDED CONSTRUCTION.

LARGER MEMBER SIZES FOR BOLTING REQUIRED.

6. FOR COLUMN SCHEDULE SEE DWG. 70/441.

7. METAL ROOF DECK NOT SHOWN FOR CLARITY. ATTACH

ROOF DECK ONLY TO PURLINS AND AT FILLER PLATES.

8. ALL GUSSETS ARE %" PLATE.

SYMBOL

AS-BUILT AS OF 08/00

AE APPROVING OFFICIAL:

I

LU

LU

DATE:

LO

X

DESIGNED: BGS

CHECKED: DMT

DRAWN: GDE

DESIGNED:

CHECKED:

2-20-98

DESCRIPTION

(D a

RIDGE

BEAM

CONNECTION

TYP

DATE

US Army Corps of Engineers

St. Paul District

BWF

70/444

FW

70/444

APPROVAL

AS-BUILT DRAWING

LOCK 5A LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 5A FOUNTAIN CITY, WISCONSIN

NEW CENTRAL CONTROL STATION

ROOF FRAMING

SECTION, PLAN, DETAILS

CAD FILE NAME: MH70A442.DGN

SOL. NO: DACW37-98-8-0003

DRAWING NUMBER:

M-LSA-70/442

SHT 199

oF 258

AS-BUILT

LOCK AND DAM NO 5A GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONRETE, MASONARY, AND PLYWOOD UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE BALLAST STONE, CONCRETE PAVERS AND PAVER PADS AS SPECIFIED.

3. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY TO BUILDING EQUIPMENT AND

REGUALARLY SERVICED POINTS.

4. REMOVE AND DISPOSE OF EXISTING ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, PERLITE, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS DOWN TO THE METAL ROOF DECK AND CONCRETE

PARAPET WALL PER EPDM MANUFACTURER'S REQUIREMENTS AS SPECIFIED.

5. FURNISH AND INSTALL NEW ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, COVER BOARD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS PER EPDM MANUFACTURER'S REQUIREMENTS AS

SPECIFIED.

6. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER EPDM MANUFACTURER'S REQUIREMENTS.

7. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

8. FURNISH AND INSTALL NEW EQUIPMENT PADS BELOW A/C UNITS.

9. FURNISH AND INSTALL NEW ICE GUARD/SNOW BAR ON (2) METAL ROOFS TO MATCH EXISTING. THAT TO BE INSTALLED ON CCS BUILDING

AND ADJACENT MAINTENANCE BUILDING.

10. REMOVE AND RESET GROUNDING WIRES, A/C UNITS (IF NECESSARY), AND DOWNSPOUTS (IF NECESSARY).

11. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM OF

4" ON CCS ROOF; THICKNESS INCLUDING COVER BOARD AND INSULATION.

SCUPPER

HOLD BACK OF

DOWNSPOUT

4 1/2" FROM WALL

4" X 6"

DOWN

SPOUT

A

--1- 1 i

L_J

A z013x, X

8"H X 6"W

SLOPE

1 , YI

1 1

-L-1 1 i!i

El

Iii ti I 1 1

--Hi

1 i l A

1 1 li 1 1

1 1

1:

-I

B

<TYP·

- BUILT-UP

- 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

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

UJ

(,6

LU

m

D

C

C

6"

X

X

N

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

LLI

LiJ

LLI

D

D

=LE

7 1/2 "

'r

LO

i;, 1'-4 1/2 "

FOUNDATION

N

(D

A

E

4 8

LJ

D

C

E

E--=7--F---TG-

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

LOCK AND DAM NO 5A GENERAL NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CONRETE, MASONARY, AND PLYWOOD UNLESS OTHERWISE NOTED.

2. REMOVE AND STOCKPILE BALLAST STONE, CONCRETE PAVERS AND PAVER PADS AS SPECIFIED.

3. FURNISH AND INSTALL NEW EPDM ROOF WALKWAY PADS TO REPLACE CONCRETE PAVER PATHWAY TO BUILDING EQUIPMENT AND

REGUALARLY SERVICED POINTS.

4. REMOVE AND DISPOSE OF EXISTING ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, PERLITE, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS DOWN TO THE METAL ROOF DECK AND

CONCRETE PARAPET WALL PER EPDM MANUFACTURER'S REQUIREMENTS AS SPECIFIED.

5. FURNISH AND INSTALL NEW ROOFING ASSEMBLY INCLUDING BUT NOT LIMITED TO, EPDM MEMBRANE, TAPERED INSULATION, COVER BOARD, FLASHING, CLAMPING, CONNECTIONS, CAULKING, ADHESIVES, AND SEALANTS PER EPDM MANUFACTURER'S REQUIREMENTS AS

SPECIFIED.

6. ROOF BUILT-INS SHALL BE PROPERLY PROTECTED, FLASHED AND FINISHED PER EPDM MANUFACTURER'S REQUIREMENTS.

7. REMOVE AND DISPOSE OF EXISTING EQUIPMENT PADS BELOW A/C UNITS.

8. FURNISH AND INSTALL NEW EQUIPMENT PADS BELOW A/C UNITS.

9. FURNISH AND INSTALL NEW ICE GUARD/SNOW BAR ON (2) METAL ROOFS TO MATCH EXISTING. THAT TO BE INSTALLED ON CCS

BUILDING AND ADJACENT MAINTENANCE BUILDING.

10. REMOVE AND RESET GROUNDING WIRES, A/C UNITS (IF NECESSARY), AND DOWNSPOUTS (IF NECESSARY).

11. PENETRATION INVESTIGATIONS AT SCUPPERS SHOWED NEW ROOFING SYSTEM ASSEMBLY IS REQUIRED TO CONSIST OF A MINIMUM

OF 4" ON CCS ROOF; THICKNESS INCLUDING COVER BOARD AND INSULATION.