SOW Attachments LD7_8_10 Joint Seal.pdf

b6ecjjh9 Text Box LD7 Central Control Station Southwest Exposure

LD7 Central Control Station Northeast Exposure

LD7 Central Control Station Southeast Exposure

LD7 Central Control Station Northwest Exposure

8 ½’panel height x 3

2 ½’ above windows

35’ bottom seam between doors

LD8 CCS

North side Upper level

15 ½’ vertical panel height X 9 seams

90’ bottom seam

North Side Lower level

15 ½’ vertical corner panel height

X 2

15 ½’ vertical panel height X 6

60’ Lower seam

East Side Lower Level

8 ½’ vertical panel height X 4

50’ Bottom seam

South Side Upper Level

8 ½’ vertical corner seams X 2

8 1/2' vertical panel height X 2

LD8 CCS

East Side Upper Level

27’ Bottom Seam

15 ½’ vertical panel height X 6

5 ½’ vertical panel height X 2

19 ½ vertical panel height

South Side Lower level

LD8 Central Control Station West Exposure

Panel height 12’ x 4

LD8 North side Comfort Station

Panel height 12’ x 6

LD8 South side Comfort Station

Panel height 3’ x 2

Panel height 8’

LD8 LCS North Side

Corner panel height 8’ X 2

Panel height 8’ X 4

LD8 LCS East Side

Panel height 8’Panel height 3’ x 2

LD8 LCS South Side

LD8 LCS West Side

Corner Panel Height 8’ X 2

Panel height 8’ x 2

BUILDING STRONG®

and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 Parking Area

N

CCS building

Limited parking inside vehicle gate

Additional parking and staging area outside Vehicle access gate

Vehicle access gate and callbox and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 South exposure

Joint seams behind down -spout and Junction box

Linear ft of horizontal – 921 Linear ft of vertical – 785 *includes where walls meet concrete sidewalk and lower area on lock wall over basement camera mounting bracket covering part of joint and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

COMLD10 penthouse – West and South exposure

(As previously noted) the camera mounting bracket is covering part of the joint and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10, First level – North exposure

Joint seams behind down -spout and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 First level – West Exposure and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 Both levels – West exposure

Portion of joint seams behind stairs or down-spouts and Taking Care of People!

CLD10 both levels – East exposure and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 Penthouse – North and West exposure

Joint seams behind down -spout & junction box and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 Penthouse – North and West exposure

Joint seams behind down -spout and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 Lower Control Stand – North exposure

Linear ft of horizontal – 48 Linear ft of vertical – 80 *dimension around A/C – 12 ft and Taking Care of People!

LD10 Lower Control Stand – West exposure and Taking Care of People!

LD10 Lower Control Stand – South exposure and Taking Care of People!

LD10 Lower Control Stand – East exposure and Taking Care of People!

LD10 CCS– SE corner of wall over basement where cable raceway enters CCS and Taking Care of People!

LD10 CCS– vertical joint with failing sealant and Taking Care of People!

LD10 CCS– vertical joint with failing sealant, adjacent window and Taking Care of People!

LD10– vertical joint with failing sealant on penthouse level and Taking Care of People!

LD10– typical horizontal joint dimensions and Taking Care of People!

LD10 CCS–horizontal joint dimensions on top of basement level and Taking Care of People!

LD10– typical horizontal joint dimensions where vertical wall meet concrete sidewalk (picture is SE corner adjacent cable raceway into CCS) and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10– vertical joint where concrete over basement has shifted/settled (picture is SE corner adjacent cable raceway into CCS), could find direct note in OCA or 2019 PI and Taking Care of People!

LOCK AND DAM PROJECT – NON-NAVIGATION

LD10 CCS – western exposure, wall that adjoins foundation to CCS

Linear ft of horizontal – 249 Linear ft of vertical – 15 and Taking Care of People!

LD10 CCS – southern exposure, wall that adjoins foundation to CCS, and Taking Care of People!

LD10 CCS – eastern exposure, wall that adjoins foundation to CCS, -A----T-----8-----7----C r---------------D---------------7----------------E---------------7----------------F---------------3----------------G-

PARTI TI ON SCHEDULE

1 2 3 4 5 6

FULL HEIGHT PARTIAL

16'-0 24'-0" 24'-0" 24'-0" 17'-3" 4'-8" (SEE NOTE 11) WALLS

WALLS HEIGHT

| | CONCRETE BLOCK r 1 181_8" ABOVE i i , th' FIN. FLOOR

/ 1 CONCRETE BLOCK 1WITH CERAMIC TILE r= $37 5

' ' ' ' N8'-8" ABOVE91-211 8'-5"

2'--11" -----.- _+ 1,/-* F TU-

FIN. FLOOR

4' METAL 3 5/8" Fr |36" ABOVE Fl RST

SHORT 8'-6"STAR STUD WALL 4" CONCRETE PAD IS FLOOR • 2 -

- REQUIRED FOR PUMP, SECTI ON 1 1 SNSP. CLGLOUVERS ...t

4" GENERATOR & AIR 1 71-1011 2,1 11-5,1 1 -r 1 1/

COMPRESSOR DOWNSPO 1 1 SAND FILL IN CORES

DOWNSPOUT (SEE 70/433) SEE DWG. 70/423 4 | SOLID ATTENUATION

(TYP. 4 PLACES)

FOR LOUVER SCHED. ' ELEC. VAULT 1 ' -*-- f 1EV

HATCH ) -,#\ TOW 14 |- | 0/45 (SEE NOTE 4 HAULAGE 1 1

... .. I. SHELTER 111 .--*I- /-//..--..-. -'..... -I--Il-.*lili../)$1--/ . . I I

1 HOUR FIRE <' 2 3

. LOCATI ON1 DATUM AT |,/ 2 HOUR FIRE

' FUEL CONTAINMENT, 9--- @, . : C 78/430) i | RATED WALLI . I.

1 MONOLITH ' 'I

i CORNER:O¢..-- - . -Y-----to -· -----I-- \/ RATED WALL

ROOM 115 1 HAND BAR .' I·

·· -·---3- 1" C-JT - [2-2| r - 1 4 0- 11.

p. EL. 0'-1/2" 4,i * DN WAI a 1 1 11 / 1--- RAILING to J 7 5/8 " 15'-4" 7 5/8 "

11 1

- GENERAL v En fl- t

9 1 STORAGE i , GENERATOR 7 5/8 " 21-911 ELECTRICAL '* - ' Er' 79--- EXI ST, ie

LEGEND

= 2 1 .. 6 1 j-·-1 1 ,=- - 0 .1· --- EL. 0'-0'1 2 Fh«--1 PC JOINT ·' 1 12'...., ·-7'7 1 411 TOW1 111 1 1&266@

HAULAGE - DOORS - ROOM NUMBERto Fil ic I C SEE 70/421) 2101_I (SEE 70/421)H PAINT P ' 4/-3>. 114

115 FUEL CONTAINMENT, N + B 6 1

ROOM 114 , \h- DRAI N ' |00 j 1 111 PRECAST - WINDOWS

<Wll> (SEE 70/429 PC = PRECASTSTOOP F.F. EL.-0'-1/2" ' m 3' 4" C. | U & 430

CONCRETE

1 1 1 1 1 .'..- :: .1

NO. 4 ST4

1 1 1 PANEL --- -Wi S.F.E. 2 1--/ *-h

AND 70/454 '----------

2 -__________4__--__LE -- .

1*:. i-* r.-1-9-,9 4- .

1 1 1

1/2" S.F.E. rt 11'71.1 4 9,1 1,1,.1 11,1 'lili, 9. - LOUVERSAPRON - -- ili SEE 70/468/ ' SLOPE 12" u : 1 COLUMN---- ¤ STRUCTURAL

.is..E. *6 S.F.E. 8" 6'-4" =11 SHOWER 114 1 1 0 R.F.E. *1 10 0

|-1 4 M. 0. 1 0 166 Al -poND 2 1 291 I LOCKER - -

4" PC (W131

WOMEN'S PANEL j L-/ 1

1 1 11

SIM. 70/423 | _____ _ SEE NOTES

TO 1 MEN'S

APRON " S.F.E.

1 |105| _ ----LiFLOORING ---I ° 11 ' 71%262 2?L- TOI LET

TERRAZZO

43=] - -1 , POSTS WOMEN'S . I \

9 1 0 TOILET

W14 U <

KILE N

LOBBY

1 0 7. E i 2'-02-| | -= 8'-4" PARTIAL 1ST r--FT-1 I

-- -=--= CONTROL 1

I

CENTER

1 = -til--1------------ M. O.

1 CORRIDOR

LONG LS . LARGED PLAN70/424--1 1 10 2 1

SECT'N 70/417 9 (121 ) em , ROOM-- /1 LONG

1 4 \ \ 1 -162 |I l 103 1 7 i A SECTI ON

1 N f .1 r->-1 -11. -- TOCKIPU ADAI Ki p.-- -

I naER--ji ---- -L- - AE,-.,0-' 1 , f i, >, , L

70/417

1 1 \L-! 9 ! GUAHU I 1 1 I L 1 v &1 1 unAN 11!IUMEN 1 '---r--1 1 GUINIFFUL, 170/4231 POSTS I SEE NOTE 4 -1 | 169 718 b' i, ; 1 4 F I GENERAL NOTES

11 1 O 0 1 111 (4) 1 JAN. -___ -1 4_J STI

STAIR 1 DECK W14 6,

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE. MASONRY OR-_h =mla=mmm i - 70/449 *I

--9417/0 -----1- -----L--------.- - ---M- 2. SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE

| METAL STUDS, UNLESS OTHERWISE NOTED.

1 1 7 | | EXTINGUISHER DESIGNATED BY S.F.E. MOUNT AT 4 FEET AFF

GUARD

GUARD 5-1 | SHOWER 01 1 EUROLE-EMEI . 1 1 - i BOTTOM CABINET.

ltd /61 9 3. RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER

1 <119 --------4- il -1_J Its> 1- OPENINGS FOR MECHANICAL FLOOR PENETRATIONS.

i 70/423i POSTS POSTS 707423-2 3 1 2108 L I " - *- - UPI - --- WINDOWS'7024291 \ | F7 co DESIGNATED BY R.F.E.

4. REFER TO STRUCTURAL DRAWINGS FOR SIZE & LOCATION OF

TERRAZZO DIVIDER STRIPS WITH STRUCTURAL FRAMING.T.i 1 R' @/ 2 -

108 . --| 5. COORDINATE WITH CONTACTING OFFICER FOR LOCATION OF

INSULATED

...1 1 %--* 1 0 ---7 1

----- 1 6. FOR OIL SEPARATOR PIT AND ELECTRICAL VAULT PLANS SEE

--- --------------4 f 1,9,1,11 -11· el -1/ q

PRECAST -1 11 SEE DWG. 70/440 C-JT--

47'.111'W- 1'.1 1 1

4 1 STRUCTURAL DWG. 70/431.

CONCRETE <33) FOR CRANE RAIL -1 = TYPICAL R E.K "F ·iT 11.;I'li!. '' I.QF- 1<fli> 7. IF TYPICAL THICKNESS OF PRECAST PRESTRESSED WALL PANELS

PANELS GARAGE 00 COLUMN IN f. 'i'f ,; '„' 4, 'd i.: ''i '''i '' 2-- r-- EXISTING ARE CHANGED FROM THE THICKNESSES INDICATED ON THE

(TYPICAL A PULL BOX 6 JOINT) - H I 44///

70/453] *-3

DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES

CMU WALL i TO THE ATTACHMENT DOOR. WINDOW AND OTHER ASSOCIATED t,, •t' '#4 '4# '4' 'M

= F- OIL SEPARATOR \ CRANE RAIL t 111-11 1 -1 1 , 1 :61, 11: :,Iii i; '111 46 1 1-373-1 STAIR DETAILS.

(D u.

If

NOTE:

PRECAST PANEL

BEARING ELEV.

-0'-6" FOR ENTIRE

1ST FLOOR

\ PIT HATCH

MASONRY OPENING y1; SEE NOTE 4

1--2 GUARD4.

POSTS

1:

2'-0"

S.F E.

- HAND BAR 0 0

-1-- .. . I ... . 1.

0 0 H - 1020. ' <103> DOORU / -b

GUARD x // wDOWNSPOU 60 POSTS--1 DOOR STOOP

(SEE 70/454)

GARAGE APRON

(SEE 70/454) LIQI__]

---11'-6"

-- NOTE:

SEE CIVIL DRAWING

FOR DRIVEWAY LAYOUT AT

CCS, SEE DWG. 38/427 - -

CNI

\1 1 111% .1 '1 10 11 111

-16 u' 4 Vi ''f< 70 7 SHOP DRAIN 7' | - %1 3· 2,·'0'··'··,·:·,·'i-/ll ihf-71 I STAIR

4/'•111 Iii

SHOP LAYOUT[3CE3 A <12lt ' I I[· r'i. ,' ;'- 6,i'rr''.CrrL'.,11||2| 1* mil,1

& EQUIPMENT 1767424

T-------91':'A ':A ·49 4,? 4?' 41 1 4.1,611.1.1-10,6 1,6,11,10.,1-41'911

1" CAULKED JOINT 1 1:,bitiu< ',7: 7:'47'111:.Ill P1 1 .·141 2:i'· ':Ii\·11;..i '11%-:el/- I'll' lili(Wld .

r---n

. - w li%,%-,W-,%-,%,%%Mil,I,yW„%-„'*=-, I*

•3

TUZZ,---·troe-61>4

*929*2*2 112" TYPICAL THICKNESS OF INSULATED

01 PRECAST PRESTRESSED CONCRETE WALL

- PANELS. STRUCTURAL WYTHE OF PANELS

SHALL BE ON THE EXTERIOR FACE OF

THE BUILDING.

4" TYPICAL

THICKNESS

L09- -1-91-R.Q._1 * | -WiEL / ALUM. WINDOW '

70/4291 FRAMING W/

INS. GLASS (TYP)

SHORT I SS 1-

SECTI ON 70/417-

L DOWNSPOUT 8'-6"

1 i (lili

1 4--12"11 CART SHELTER i EDGE OF LOCATION (78/431) ' LOCK WALL -i

, f

1 1

.__.-_1+-22-21. 1 8. C-JT DENOTES CAULKED JOINT, DO NOT

' , i #=nzen==T- 1 AT LOCAT I ONS WHERE PART ITION MEETS

1 11 9. SEE ELECTRICAL DWGS. FOR REMOVAL OF

CONTROL STAND.

10. TOP OF LOCKWALL EL..647.0 EQUAL TOI 'latp ':- FINISHED FLOOR (FIRST FLOOR) EQUALS11. ADD LOOSE FILL INSULATION IN ALL 6'

CONCRETE BLOCK WALLS.

E 1/-- -i f-3 r ;

TOOTH MASONRY WALLS

SHEAR WALL.

EXISTING TEMPORARY

-4'-0". TOP OF

AND 81 FULL HEIGHT

E

1./0

11113 ------------------------------------L-------------1 1 33 Ink

AS-BUILT AS OF JUNE 2002 p (21602 CO.21

SYMBOLDESCRDPTIONDATEAPPROVAL

US Army Corps\/ r of Engineers

PLAN VIEW

FIRST FLOOR PLAN

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

10 4 8 12 lilli lili 1 1

SCALE: *6" = I '-O"

FAPPROVING-OFFICIAL:

6 CHECKED: TMP

DRAWN: GDE

rITEENED:

1 6 L-----w-CHECRED:

DATE: 08-02-99

St. Paul District

AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 7 LA CRESCENT, MINNESOTA

NEW CENTRAL CONTROL STATION

ARCHITECTURAL

FIRST FLOOR PLAN

CAD FILE NAME: MJ70A411.DGN DRAWING NUMBER: SHT 185

SOL, NO: DACW37-99-8-0013 M-L7-70/411 OF 260

AS-BUILT

ITEM SYMBOL

-u'roill---IIIIIIIITI----Ill--Ill-willillillillilrill--I---Il--0---I--IIIIIIIITIIIIIII--Ili--M58'-10"

70/423

[372-1 1'-5"

170/4501

UT-

8'-9"L

STAR •2

-=A-----------------------7------------------------B-----------------------7------------------------C-----------------------7--=--=--------------D--------------------7-------------------------E------------------------7-------------------------F---------------7----------------G-

I i

1 1

1 901-10" 17'-3" 2'-11"

1'-5

I Ill l'-1-+9 1/9" 11 /4-1 \ SF-115 -12. . 0 1/on--IUT--Tlm--7---rEl--7--rlmf-TUU. 7-Tr-Z „ .... 1 --T-- - --T - --7----------7--

9l 11,11 Anc nuuu Lur,O i n \ \1£1-1_J /

FAL \

EL-J / ALUM VOW P RAMI NG IL_23111111 11 IN 1;1 1 ;= C

SEE NOTE 5- Vt\ EF-105 tzls/ 411) W/1 NSUL GLASS ( TYP. ) 1 01

4" DIA.

5-1 r-1 /7 DN ll[ r----

EMERGENCY > - DOWNISPOUT

SEE DWG. 70/419-429 1 Z'mo

VENTS - /r ( TYP. 6 PLACESL- 6-z-£-l»45=41„ -1 1 0 01

1 CK<

F

1 111 1 1 1 -- --1 11 11 1 001 1 U I M I

F ILILL--13 0 -

1 - 1 1 1/ L-/ BAY |THRU BAYMIECHANICAL I| KI* 1 |Z,222,3 WORK CONF./rz-6-il Mit LI-----4 \\\ < LU

RIDGE 03- A M td' 1-UY u BREAK Ld_21 M 1 1 -- GAUGE -1 1 uri

+ 11 51-7 1/4 4 \ all 13331 b 61 €0 I70/419I WINDOW

LONG 1-['571 »---27, 1 e kid 12-0 0 3' X 3' -Iti

RECESS

70/417 31 k Al EFE ACCESS ASECTION 76741 k' i 42.9,1 >L .4-6-" f FOR TYP. FLOOR b '- 4'W X 4'14 1 L-_L_ _ . I i..i..+ Old CAP 1-Elk n in Ii,i (n41-211 1 3,1 ,% '... r- A ". , 1.... ,- -,-r- , IN PANEL FS-*2 ]THRU

1 111 1 1 1 1 1 FLI ,*„-=4.-+-....41 ' \ Ixr-I r---11-7-1 1 -n .r---3 r--71 ' 1.------ -- -*-++IH-i---i---

TAPEREDL -HHt ..INSULATIO 1 -U[-Rwy] 1 \ ip--l=---49- -- -le: Ill 1-RWrI -97- \ M--1 __4 d NI [70/1121 --- Ur - - 7W21'> 9- 11,1.-b...l--4 - - =.,--7--.-7 cLL

*1

+11/2" NOTE: PRECAST PANELS / --7ih W NDOWS - OJZL,-11 -MEMBRANE

03-*BEARING ELEV. /

ROOFING-Xi +14'-0" FOR EN- / RTU-103 _1127111 1-RFF-1 2ND-FLOOR 1 LL Zw9, TIAF OAIn FI Ang--1 eUU KIn-re = _L_

J (0 0 E

U_ LL 1.- LL 2

1 .

1 SCUPPER WITH

DOWNSPOUT

---4-- -(TYP.-OF-4)=

LL| H

O I U)

1<

LU 1 0

01 Ld <1 2

LL 1 0-

f\ L- DENOTES CHANGE IN - METAL COPING-L - - - - - -ROOF-ELEVAT[ON-IN - - - -- ---- - - - - - ---- - - - - - - - --- -

RELATION TO ROOF

DRAIN

PRECAST 0FOR TYP. ROOF

OPENINGS, SEE \ SHORTSS. ' 0,1 1

5ECI'QN[7214121-z ---------- -------------------------

1 0 4 8 12

GENERAL NOTES:

[LLd_L-1_L-1____1____1

SCALE: *6" = 1'-O"

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

UNLESS OTHERWISE NOTED.

( TYP. )

PLAN VIEW

- 2. SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER

SECOND FLOOR AND LOWER ROOF DESIGNATED BY S.F.E. MOUNT BOTTOM OF CABINET AT 4 FEET AFF.

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

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.

AS-BUILT AS OF JUNE 2002 3 Dgia,z C O..21-

SYMBOL DATE APPROVAL

US Army Corps of Engineers St. Paul District

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.

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.

.A.................J..................B.................J..................C.................j....-..D.................J..................E -r-T-DESIGNED:-8¥2

1 6 I CHECKED: TMP

| DRAWN: GDE

[TTERED:

lar

1 w 1 CHECKED

DATE: 08-02-99

AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 7 LA CRESCENT, MINNESOTA

NEW CENTRAL CONTROL STATION

SECOND FLOOR PLAN

AND ROOF PLAN

CAD FILE NAME: MJ70A412.DGN DRAWING NUMBER: SHT 186

SOL. NO: DACW37-99-B-0013 M-L7-70/412 OF 260

AS-BUILT

24'-0" 17'-3"

-_1----7--[g---T--(D---T---#-I-Ii--M-Icn' 1'-5" 1'-5"

'0-1 1-ST2-1 STAIR

72/4521 DETAIL

o L . _W-ALL AT 707419 -------1

----_SHORT- SS

05 1 1ST FLOOR

- GENERATOR EXHAUST SECTION I70/417I

PIPE. (SEE DWG. 70/466)

+j'II L---L__111Ill , I Un MAULAGE lili ISHELTER

TIRU EXT.[-%921 - ( BELOW)THRU WIN-

WIALL

+1" DOW AT H----4-A

FOR TYP. ROOF 9. TtpICAL |70/419

OPENINGS

3" DIA. VENT BREAK RM 70/419

(SEE NOTE 44

FOR EMERGENCY EF-102 EF-101 +11/2"

GEN. DAY TANK

' +11/2" Ik IT Al/ET UAAn )1 IC,n - 6Q ffhn

EF-104 I iey

CRICKET S.F.E 4'-0" 1

(TYP.) L

TERRAZZO

rol rE*21 BASE

1 - OF MTL.

FLOORING 170/42q STUD

LO

r

8'W X 4'H SEE NOTE 7 WALL h

MAU-101 FEVIEI THRU LOUVER

IN MECHAN-

(SEE NOTE 9)

MARKER BOARD

LOCK-

ICAL ROOM

nl

141 KIT.

PACE-

MASTER

OFFICE

LL,!LIM. ¤Ablb Urt=INIINUb, ban TACKBOARD+*4llt 1 I70/42q TERRAZZO

SEE SPEC -----1 1 NOTE 4 WALLn -Ii KE inr--nv i FLOORI NG / /3:*'S.F.E - I17677:Mt- v

FOR ROOF

- 11T1- LOUVER SEE NOTE 70

(TYP.)

CURB. SEE BASE

NOTE 5

BASE OF

OF INT. U- 1 1'+-'- SHEAR

EF-108 0 E,2123 WALL

TYPICAL rEFE-1

0- 0 Lall-

·70/413·FAN CURBS L___1

LU STORAGE (N

SS 1 1

EFC

0/4

70/413 ROOM .205

k

SHELVES

241) I-INSUL. PRECAST

ROOF PAVERS /" CONC. PANELS

(TYP.) SEE

|-41 3" DIA. VENT EF-106 NOTE 6 -----7 'LOCK- b

4.4--4 FOR OIL

39/412 SEPARATER

EF-107

*211 \ STAI R LMW MASTER

1-7n / A IN 70/44 ACTI 0%

JEL INU IC J --11 KES I KOOM

170/4241

L_...1 ENLARGEMENT

lili /1 -1 +0 /

+2 1/2"

FACE OF

Lj

4»

9'-5"

DESCRIPTION

AE APPROVING OFFICIAL:

METAL GUTTER

W/DOWNSPOUTS

(SEE ELEVATIONS

FOR LOCATIONS)-

-ICE GUARD, 15"

FROM ROOF EDGE

(SEE SPECIFICATIONS)

1 \

I

1 1

@1 r /

4*- A

MTL STORM COLLAR-

MTL ROOF FLASHING

TO MATCH ROOF

MATERIAL

LAP SEAM SOLDERED

ALL AROUND

------------------ - I - - - -=- -=---= -1./r =--=- 1 - m -=--=- 1-

1 1

0 - RIDGE CAP /

r

01 0 4 / 20

-1

STANDING SEAM

u) METAL ROOF ASS'Y 0

1 1, lili \,/

0 5 0

---------------- --- - -=-54#46.-1-34.-=li-=

4*- B 1*- C

PLAN VIEW

STANDING SEAM ROOF

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

-- DOUBLE WALLED MTL CAP, LAP MIN 2"

MTL FLUE INSIDE VENT PIPE -

1/

STANDING SEAM MT[

onnr

SLE

INSUL

IVI I L AUU[- --7

-'/Al // /.

i>-00'B%- NAILABLE

MTL DECH

1=9€5 '- PROVIDE '

RSE FRAMING

PACK W/

FLUE ROC

ASSEMBLT

Ar n r /1 n

MECHANICAL 1/

UNIT --

/ TOP OF

e CURB LEVEL-

8. I

/ 1 B

1 B

1 8la i1 8 2

8 1

I el\ 11 ,

- Cl--C; 40- .----

SECTION EFC

EXHAUST FAN-TYP. 70/412

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

STANDING SEAM

AA T I RnnF-

1 8 e

2" SCH. 40 ALUMINUM RAIL

2" SCH. 80 ALUMINUM POST

A12

OTES <-3

/·b'

VARIES

FLASHING

.EVE

Z

FOR OTHER N

PACK W/ FIRE

MECH. FO

VENT SIZES

- OPENING SIZE

AUTCDk,lk,En

LOCK DRIP

EDGE W/

SEALANT

r• r·, A Nr-1

70/417 3

1 REA I ED UMAVEL

LUMBER STOP

A

„-1 k

10'-0" -1 .. /\1 6.2.A . \

2,-0" 6" 2'-0" REGLET . . //'Al X

4 -

14.. / r--------1 1 1 1 1 1

1 1

1 D 49 k .

11 1 10 1

1 1 1 1

1 1 1 1 1 1 f / 11---------1 1 / 06, 16 /r: ·· *:PL , I

1 1 04 r \J A '·A'· 4 1 1 . '.-

1 IT= , ,b.,b' . A

1 8.. I

1 1

1 1

1 1

1 1

I I 1 1 r, A .1 >: b

L-------1

.. 1.

I.

1 4 1 ..

I .

I. ./

1...

.b' A'.A A.1 1 1 ·A· 1 1

1 1

1 1

1 1

1 1

HOLD BACK

241 <3Cza i ]TER\ SCUPPER 1/

FROM WALL

1 44- 1

411 DETAIL

1 --PI11---i ii SCUPPER - TYP.

11 11

11 SCALE: NONE

[1 11

[1 1111 0 -SAFING

STL ANGLE AR

TRANSVE AROUND OPNG

SEAM FIRESAFING

)F SUPPORT * =h,. ' - L'I- 1 LI'l.IVIHINLU | It--><1 · BY PIPE SIZE I £01 X:, A : 21. . .Al

METAL FLASHING -- X A ·.

SECTION - TYP. B 1/2" TREATED PLYWOOD ' ' 'b I

U L C ATY KI N 19 C #AJ ITI. W U VENT ON SLOPE X: A..: A.:44 1- ABY FLUE MANUFACTURER ON 1" INSULATION

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

SECTION - 1-YP. MEMBRANE ROOF & FLASHING X : D / : V. . 1, i. 1 1/ .IA SYSTEM OVER TAPERED INSUL /\A l' . 6.'

BOILER FLUE 19 DC• COC-VIC-In AT-Inkle ... . : I ..

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

D'·t

" CANT.

ATED WOOD)

1" INSULATION BOARD

1 -

LL

LU

a

Luun DRIP w

EDGE W/

-1

SEALANT LU

t·

1 rk/-,1/

VARIES

INSTALL 2 LA

FELT ON NAIL

3" NAILABLE INSULATI

SCREWS SHALL NOT

PAST METAL DECKING

' 'A

' ·A

/0 4

1 El-

IX,·

GENERAL NOTES: 2

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.

·A• - 1

SHT MTL FASCIA- . >'.b.. 3. VERIFY CURB DIMENSIONS WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS

VENT -

PRE-FORMED PIPE

SEAL W/ LAP

SPLICE »

BONDING

ADHE SIVE -

LAP SEALANT -1 1

10*30»»OF»-23 /, 14

\. 18'

WATER CUT-OFF

4. COORDINATE ROOF PAVER LAYOUT W/ EQUIPMENT ACCESS.

-- MASTIC 3/4" SHOW - ·--- S.S. CLAMP ||' ADDITIONAL PAVERS AS REQUIRED TO ACCESS REGULAR SERVICE POINTS.5. COORDINATE LOCATION OF TERRAZZO DIVIDER STRIPS W/ CONTRACTING

1 an\ / :

Dale .6 OFFICER.

I. I. -1

I .4.

1 .

29 -

SINGLE-PLY EPDM -

ROOFING MEMBRANE + \LUM

JUTTER , t:./ , 0 .8 1. t

- ROOF BALLAST 4 1-

\ UJ , 1 5 '. .

AS-BUILTAS OF JUNE 2002 3DGczcoz Cykl

SYMBOL DESCRIPTION DATE APPROVAL

Or#RF© 4 1 US Army Corps4 1 12" t=736 9 - - 9--W U A \-1 A . 1 St. Paul District of Engineers

SECTION

ROOF VENT PENETRATION-TYP.

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

A I

METAL STANDING

1L I 'L · 01 L.Ull IUM 1 IWINJ

SEAM ROOF -

YERS OF 30 LB. ROOF BALLAST RE: SPEC.

ABLE INSULATION

INSULATION

ON

EXTEND

11/2" METAL

DECKING PAINTED /

000000

PERLITE

3/8" GUSSET

PLATE

8"

3/4"

PERLITE 2 6 WOOD BLOCKING

(PRESSURE TREATE[

DETAIL

PARAPET

3 1/2" 3" 3 1/2" n A k IETI TAn COAI C· kinNIC-

ROOF DECK

AE APPROVING OFFICIAL: AS-BUILT

RIGID INSLL 70/417 LOCK 7 LOCKWORK - STAGE 2

3/4" SHOW- - IMINLL lur MAJOR MAINTENANCE - MISSISSIPPI RIVER 10" SLOTTED FOR LA CRESCENT, MINNESOTA3/4" PLYWOOD--j - - DESIGNED: cTG d;12 LOCK & DAM NO. 7

15" 3/8" PLATE 1 0 4 8 121 -1- CHECKED: TMP NEW CENTRAL CONTROL STATIONlilli lili liuu

4 SECTION SCALE: *6" = 1'-O" DRAWN: FJB/DGS ROOF PLAN

70/412

BASE ROOF TRUSS C 19"6"3"0 1 I DESIGNED: AND DETAILS

1111111111111111111111111 1 Lu CHECKED: CAD FILE NAME: MJ70A413.DGN DRAWING NUMBER: SHT 187SCALE: NONE

SCALE: 1/2" - 1/-0

DATE: 08-02-99 SOL. NO: DACW37-99-8-0013 M-L7-70/413 OF 2608 1 6 1 D 1 El

AS-BUILT

A B 1 C 1 D 1 E F 1 'G k'I

PRESSURE

TREATED

2X4'S ©

16" O.C. -

3/4" PLYWOOD

EACH SIDE

EPDM FLASHING

W/ LAP SPLICE

& SEALANT

3/8" BOLT &

WASHER ©

16" 0.0. MAX. -

W

OF

2"

AS-BUILT

CJ U I -ul-t-----------------7------------------F-----------------7------------------G

70/43

1'-5" 8'-0" 8'-0" 8'-0" 8'-0" 11'- 1/2 " 4'-111/2 " 6'-11" 10'-4" 1'-3"

PC PANEL

TYP.

9'-6" 11'-7" 2'-11"

5 PC PANEL

12 12

FACE OF PANEL ABOVE

STANDING SEAM

2" FOR WINDOWS

METAL ROOF 12

i PARAPET RAILING NOT SHOWN FOR CLARITY. FACE OF PANEL ABOVE

WINDOWS IN SAME PLANE

9'-5"

EL.23'-10"

1 PC PANEL

FROM GRID 3 TO GRID 6 -

TOP OF PRECAST. 'F

1'-9" EL.22'-2

1'-5"

PC PANEL CHAMFER

METAL ..O-/3..C....O,/

GUTTER I »-12"

INSULATED

\N /

METAL 12" pc lt-771'll7727=117711DOWN- f PRECAST

2" TAPER SCUPPER WITH' FLASHING CONCRETE

SPOUTS

DOWNSPOUT CAP PANEL 1'-5"

EL. 15'-3" TOP OF PRECAST EL.15'-9"

-1 TOF-6-Fly-XFCAAM-FER 4" PC

INSULATED

PANEL

PRECAST

4 6 CONCRETE

PANEL EL.9'-3" 4

Cl 108/ C) poo 103 lili /

\ lili

IL IFI

<C <C

CD

STOOP

CEOE EL.1'-9" TOP OF PRECAST PANEL rk

EL. O'-O" •4

EL.01-0"

TOP OF FIN FLR. TOP OF FIN FLR. -

CART

SHELTERCOILING TOP OF CONC

STEEL CONCRET OUNDATION

MONOLITHDOORS --- Z FOUNDATION

MONOLITH STAIR

Z CART SHELTER GUTTER •3

Q. G-1

LU' CONNECTED TO DOWNSPOUT

Z

ELEVATION

DOWNSTREAM

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

BAY

70/419

METAL LEGEND

ROOFING

12 12

0 = OPERABLE WINDOW W/INSECT SCREEN (BOTTOM OF WINDOW OUTSWINGS

W/DROP HEAD)

1'-5" ' C = CLEANABLE WINDOW W/INSECT SCREEN W/POLE RING DEVICE AND

1'-3"

OPERATES SIMILAR TO OPERABLES.

F FIXED GLASS WINDOW

METAL 2"

GUTTER--

NOTE: ALL SCREENS SHALL HAVE BLACK FINISH (SEE SPECIFICATION SECTION

08520 FOR PERFORMANCE REQUIREMENTS OF WINDOWS.)

EL. 23'-6"ALUM FRAME

WINDOWS W/

1" INSULATED FOR GUARD RAIL (SEE NOTE:

GLASS - STAIR •2 DETAILS DWG.

70/450)

2 1. TOW HAULAGE & ELECTRIC CART SHELTER NOT SHOWN FOR CLARITY. 2

11 / SEE DWG.78/430 & 78/431.

PARAPET RAILING NOT SHOWN FOR CLARITY.

1'-5" FLASHING (METAL)

29(2" CHAMFER 2. TOP OF LOCKWALL EL. 647.0 EQUAL TO -4'-0".

AA EL. 15'-3"

'H TOP OF PRECAST PANEL 4"

EL. 14'-0" 3. SEALANT TO BE USED AT ALL PRECAST PANEL JOINTS ON EXTERIOR AND

PRECAST INTERIOR OF BOTH FLOORS. SEALANT ALSO TO BE USED WHEREVER

INSULATED PRECAST PANEL IS IN CONTACT WITH CAST IN PLACE CONCRETE.

12" PRECAST PANELS ON SEE STAIR

INSULATED

USE SEALANT AROUND ALL GUARD POSTS.

STEEL FRAME NO. 2 DETAIL

PANELS - DWG. 70/450

ELECTRIC TOW HAULAGE 4. CHAMFER CONCRETE 4" AT 45°.

CART SHELTER

(SEE NOTE 1)-m EiNELO-14 SHELTER

(SEE NOTE 1) -

EL. 6'-5"

TOP OF LANDING

F 1 F I II F I 1F FF

AS-BUILT AS OF JUNE 2002 3 De-202 002

- SEE NOTE 4

SYMBOL DESCRIPTION DATE APPROVAL

f I.F....7 US Army Corps

EL. O.00'

1'17'll of Engineers ill:Ill:1/ St. Paul District

4" CHAMFER AE APPROVING OFFICIAL:

EL. -4'-0"

AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

2'-5 3/4 ' 5'-6"

CLEA THU WIDTH MAJOR MAINTENANCE - MISSISSIPPI RIVER

CANTILEVERED CON- TO CORNER

STAR CRETE MONOLITH OF MONOLITH DESIGNED: CTGCCO LOCK & DAM NO. 7 LA CRESCENT, MINNESOTA

•3 4" 4" NEW CENTRAL CONTROL STATION

ELEVATION 16'-0" CHECKED: TMP

UU EXTERIOR ELEVATIONS

RIVERWARD I 0 4 8 I2 DRAWN: GDE

lilli lili 1 1

RIVERWARD & DOWNSTREAM

SCALE: 3/16" = 1'-0" SCALE: %6 " = 1 '-O"

DESIGNED:

LU CHECKED: CAD FILE NAME: MJ70A414,DGN DRAWING NUMBER: SHT 18F

4.--..A .1--I.. B -1 C-6----=.--- DJ--- E

DATE: 08-02-99 SOL, No: DACW37-99-8-0013 M-L7-70/414 OF 260

-AB-=----7---C------T---D----7---E---7--- F----7-G-

8 8- - I70/4191 < <9'-5" T111 1 1

1'-3" 10'-4" 6'-11" : 4'-111/2 " 11'- 1/2 " 8'-0" 8'-0" 8'-0" 8'-0" 1'-5" --- --i .I./*----

2'-11" i 11'-7" ' 2'-8" 1 51 1

12 12 ,1 81- 1 8 1STANDING SEAM ' METAL

12 METAL ROOF GUTTER

PARAPET RAILING NOT SHOWN FOR CLARITY FACE OF 1

PANEL ABOVE

2"X2"

2ND FLR WDW

CHAMFER TWO PANELS © i dilk EL. 23'-6" 1 ARCH £ 16'-0" I 1r-FOF--6-FSTE-EL-TUBE- 21

'c ' /ch 7i 2*DIEEIEE] 4'-8" 5'-8" ' 5'-8" 8'-0" 91-9,1

4" THICK 11====r===ill: -Ii . '

PRECAST

PRECAST I 1'-9"241 // I Ijl

PANELS -- /4 c #:Ii.r=.., Ff==11 PANELS

ZI FLASHING 1'-5" , EL. 15'-6 1/2 "

CONCRETE w I METAL

<I

CLI i CAP 4" TOP OF PARAPET

UJ

EL. 15'-3"

.lk EL. 14'-O" STAIRS . TOP OF PRECAST PANELS

1 FINISHED SECOND FLOOR J

[2]= 0 + 0 9

-- 4

/ ./0\ RE]21 - 1 01 =11 w \ 71 9 % 1 1 05 0O I

11 _1

PRECAST --- -- fi-- /17 2 Z CO J4"THICK , I / ' im PRECAST BLANK m - w

CONCRETE ' OUT STOOP *

PANELS --4 1 F 111 1 I PANELS 1 1-1- PANEL

O 12 041 al, O ' , liz== b o WITH io11 / \ El LL

11 / i

J, EL. O.00' -1 NA* -

--11 -11 = MATCHING 1

i L.L.11 LU 7 LOUVER zi z - FOR ARCH

EL. O'-0"

41 < 0 0_ i CL, 7 FINISHED FIRST FLOOR

1 -1 ----

TOPOFFINISHEDFLOOR

LU

z EL, -01-6,1 <1 1

0- BOTTOM OF PRECAST PANELS

- --CENTER A.C. BOTH HORIZONTAL AND

FACE OF C:U VERTICAL IN WALL SLEEVE 6.1 Ul

2ND FLR. WDW -

1'- 5" 0- -5 1-1215" d 1- 1 INTAKE LOUVER OF AC UNIT FLUSH

PANELS BELOW 1'-9" ZI WITH PRE-CAST PANEL.

2'-8" 6'-0"<0 2'-8"

TOW HAULAGE 4-321_«£_ -< 50-6" -- 9'-51 6 PANELS-AI__-B'-01-248'-0" -1 , 11'-4" -SHELTER (SCREENED/ -----4----

FOR CLARITY)-- PANEL

90'-10"

11'-9"

ELEVATION

UPSTREAM

SCALE: *6" - 1'-O"

3 C) (D

9'-5" 81-01' 91-511

1 1 11 1 11 1 112 - EXHAUST

12 78 ./ STACK 1 BE

| < - METAL |

GUTTER

,, EL. 25'-6" -- 2"X2"

1 1 TOPOF--STEEE---- x CHAMFER i LEGEND

ABOVE 2" CHAMFER

'INSUL. PRECAST CONC. A 113> 1=@

W/DROP HEAD)

E -DOWNSPOUT O= OPERABLE WINDOW W/INSECT SCREEN (BOTTOM OF WINDOW OUTSWINGS

|PANELS NARROW TO 10" , ,r-- PARAPET RAILING NOT SHOWN FOR CLARITY C = CLEANABLE WINDOW W/INSECT SCREEN - W/POLE RING DEVICE AND 2L12 4 ' ' OPERATES SIMILAR TO OPERABLES.

F= FIXED GLASS WINDOW NOTE: ALL SCREENS SHALL HAVE BLACK FINISH (SEE SPECIFICATION SECTION

08520 FOR PERFORMANCE REQUIREMENTS OF WINDOWS.)

rL EL. 14'-0"

-'FJTNIS-HED-SECOND FLOOR

NOTE:SURFACE MOUNTED

z' LIGHT FIXTURE -

(TYP. OVER DOORWAYS)1 9 ao E O ne 1. LOUVER SCHEDULE DWG NO. 70/423.

U.1 t->

12" INSULATED

PANELSV

PRECAST CONCRETE

/11 +Il 1111 - --'Z'E Ih k (1052 4 I -' L L Lf / L /

5' U. w

En LL 024, C] U. 05. / \ LL _1li -1 O LL

4 EL. O'zo"

-il d'z \ r-STI-1 STOOP Lili

F----1 NO. 4 z 170/4541 <

1 1

Ul · UJ

4" 9'-5" 5 PANELS AT 8'-0" = 40'-0" 9'-5"

ELEVATION

LANDWARD

SCALE: 346" = 1'-O"

10 4 8 12 lil,LL-1-11-L___1_.__1

SCALE: 96" = 1'-O"

2. FOR STAIRS SEE DWG. NO. 70/449-51 & 70/453.

AS-BUILT AS OF JUNE 2002 3 DE-Cocil GINO

SYMBOL DESCRIPTION DATE APPROVAL

US Army Corps of Engineers

6-4 St.Paul District

AE APPROVING OFFICIAL: AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

DESIGNED: CTG Ce,Q LOCK & DAM NO. 7 LA CRESCENT, MINNESOTA

CHECKED: TMP NEW CENTRAL CONTROL STATION

LU

DRAWN: GDE EXTERIOR ELEVATIONS

I DESIGNED:

LANDWARD & UPSTREAM

Lu CHECKED: CAD FILE NAME: MJ70A415,DGN DRAWING NUMBER: SHT 189

DATE: 08-02-99 SOL. NO: DACW37-99-B-0013 M-L7-70/415 OF 260

----7--------7---w---7-----*---7----,'

-A-----------7----8 -------T---C---7'- D--7E---7-----F---7----G-

STANDING SEAM

0 f

METAL ROOFING- -7 (41 0 8NAILABLE INSULATION C-)

ON NAILABLE PERLITE - SW2METAL ROOF DECK | /'-170742

BOOKCASE BKC

STEEL TRUSSES 2ND FLOOR /4/ 1DETAIL 70/428

1 ' ' ' EBAY--1

1 1 R lia ·· 70/419 5

1 12 1 1 1 1/-Lock*<%p 78 r· I « 12 1 /

MASTER .: --

111 1

7 VIi. OFFICE I ..4; 12 \1 116 11 ,Ittt1 1 . 11 1 11<1 [@ 1.0// 1 h;*31%44 J5 \ I

_ _ , .L | EL. 23' -6"

1 1 1

1 1 1 1 'TOPOFSTEELTUBE

PARAPET RAILING NOT SHOWN FOR CLARITY n it> d |1***E-:* *. 11 KITCHEN [73] [7E1 / 1. 1 [7.El [7.3 " \11IXIO \\ 1

1 1 1 - /1| MEMBR Al\1 E |20| |, ET"E- 1 r--7,--1 1 , , 1 , . ill 4 \ 1 i ROOFING i 1 1 MECHANICAL e 'Dll 11 BREAK ||,_1 ]' /1 +3671 ./ il STAIR *1 11 - 0 1 \11/ \1/ 111 1 \ 11 ROOM , '1 r-7.-1 / il / , " 1 f 1 li / 111 -

- 1 1 66• iRM 203 1

..L- 217 - 'EL.14'-0"

1 1 - 1 ; _ I FINISHED SECOND FLOOR 'Ij l't 1 1 rb 2 01-1,, 1 i I 6£b.44***alk,,i----@5XL.5'.':e,!e>:1.1,=1.'*e.le„:„,>P,+*;«1MZI ';;;I-K[*[*;KkR - I ;::w:el.-ai/pq@Ze-p-:¢.. 4*4**.24.1 La --' ---+Fa--li 1 3 ,1 -' 114 14 GARAGE ' " '1-3, 111 IIi -/00 1 1

.: 4

1 - CMU W ALLS --- CMU WALL i i .51-;i -RM-116 TO DECK i 4 - ' /, * 11 11-- 1 ..0 I \/11 / i, / 1 // \\ I \ 1 -------- ilI It 1 1----71 Ill/1 I I / 11 /1 I N /\ li /1,111 \ I lili / 11 / 11/ \ / 11 11\11/1\ / / i / 1

'/- III »--\1 [i==i i(006> <111 > 2 , <122, f (114 2 :| ,(107)| || | -1 00 LJ// I -, It /IR , . 11 -1 1 / I \/E 1/ I 11. 1--- 1\ I \ 'j 02_1 Lt Il 11 1 11 1I? 11 1 4 1\ 1 1 EL.O'-O"

A' .5 . Id I . 18, ..A. .16'.14, /IA..IA' .18 4. A A, . 14 . 16 1.. 1: Al .A' . .Al lAi 1: 6' liAr ...6... . . . . . . .A' 'A• .A· 'A, .Al ' .A' 'A· 04· ' I .A· ·A··'A: la· A· A A A a .6 u ... 08 .1 TOPOFFINFLA.

. 4.

1. ..................................................................1 I.

,&'. .K'

LOCKER L MEN'S ·a,/ ·8.

6" CMU

. '' 'A· 'A .A · ..

. . 6 . 5 ' A br,.

r- RESTRM ·· . / EL. -4.00' D ' 1 WALL I A --I- .'%"'r"-.-.--vIl I-..,A,w,u,u,v.Au+v-_*_ -I --.-. ,__

'A , RM 109 - , .6. 0, / TOP OF LOCK WALL*VI 107] t- CORRIDOR LOBBY .-;W » A m i / I .

A --

[-RM-id-2-1 1--RM-119 · CONTROL..

1& 2 STAIR RM103

NO. 1

70/44 DETAILS

SECTI ON LS-1

THRU LONG SIDE 3

SCALE: 3/16" = 1' -0" r7674131 |

i) 9 9 EL. 32' -6" rk

12 1 2 TOP OF TRUSS

8 H <b --18 1 1

8% 1METAL STANDING 3 4 1'-5"

SEAM ROOF- p 1

1 1 4 Upf 4 1

4 /7 STEEL % F

4% h TRUSSES '1 4;

C ) 2 SUSPENDED 1

1 .._ .

8 DRYWALL

-- ---------- --- EL. 23'-6"CEILING ---,

1 -TOP OF STEELi TERRAZZO ON

TOP OF CON-

CRETE SLAB- /

3-\ \

1 hi. BREAK ROOM r-\ 11 --- PARAPET RAILING NOT SHOWN FOR CLARITY

MEMBRANE SUPPORT FOR '« --- 1ROOF ON METAL SCREEN - ii <208>' , RM 203 -WELDED ,/ I70/413Ir Y 1= ALUM. HANDRAILMETAL DECK--1 TO DECK ABOVE ,' · ,

- 4 -- -"' EL. 15' - 3"€/

1 -=i \\ TOPOFPRECAST CIly/1 » 7

I '

MONORAIL-+ h

ELECTRICAL -.

11, M112 #rr-'11-7-El

I. .JI, .I I

i GUARD -

HATCH TO . -HAND BAR

I RAIL 52-fRI*LOW | 1 7 116 , _ - _ _ _ - -

SLAB W/ 1" LAYER

1 - 5" CONC. TOPPING

- SHOWER ' LIL ------ OF INSULATION

1 4 e ' 0 222-z:' MECH. SHOP RM117RM106 1 1 / \11

N ------ 'EL.+9-0"

- F[NISHED-TIRST-FLOORl--'Al '6' 'Al 'A. '4· '4· 'A· .A« .6. 'A· 'A''A· 'A· A· 6 6 A A A I. I. I. ..'A. Al \I . .6

-CONCRETE..

0 I.

'A ,· A ' '6 .al' I ·. .A'' I ; '·' ;1' ·· / FOUNDATION

....... I .

. . . 1 . 1----------------- , I (MONOLITH)

--- D .,A, . .A 'A', 5''b

E ECTRICAL ,A.' 6// '21· .i. .A

VAULT CORRIDOR '

SECTI ON -E--1 [*I»J

THRU SHORT SIDE 70/411

SCALE: MA= 1 ' -0" 70/412

-A.--4-----8-1-----C[)-..1.E.

1 0 4 8 12 lilli lili 1 1

SCALE: 46" = 1'-O"

AS-BUILT AS OF JUNE 2002 3 581202 C A

SYMBOL DESCRIPTION DATE APPROVAL

f NAME: MJ /0 A41 /.UGN UHAWING NUMBER: 1 SHT 190 1

: DACW37-99-B-0013 M-L7-70/417 OF 260

AE APPROVING OFFICIAL:

1 I DESIGNED: CTG2221

LOCK

1 d I CHECKED: TMP I

DRAWN: GDE

DESIGNED:

US Army Corps I,, of Engineers

St. Paul District

AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

& DAM NO. 7 LA CRESCENT, MINNESOTA

NEW CENTRAL CONTROL STATION

BUILDING

SECTIONS

----7---1----7---w---T-I-=-$--I--T--Ic

M C I AL

STANDING

SEAM ROOF

3" MAILABLE

INSULATION ;SEAM (B5" NAILABLE

PERLITE

VER MTL DECK i

THRU METAL STANDING SEAM 5ROOF AND ROOFING OVER 3" NA" An' r .7 -- ALUM. -i-- AO 01 -41 11- GUTTER

4" WALL INSULATION OVER ME

STEEL TRUSS

\ (SEE STRUCTRAL

i>.1> DRAWINGS)

PRECAST

Al' 1 CONCRETE PANEL

45 7 EL. 23'-10" EL. 23'-10" C\ EL. 23'-10" T.O. PRECAST T.0. PRECAST 23'-6" T.0. PRECAST 23' -6"

1 OF T.S. 1/ OF T. S.

INSTALL F

DETAIL AND VAPOR BARRIER 10 INSIDE - t-THRU ROOF AND 4" WALL A OF 4" PRECAST PANEL ABOVE ./ \\//7/1

2ND FLOOR WINDOW AND BELOW-/'\ 1

SCALE: 1"=1'-O" 1ST FLOOR WINDOW -' i i

1 /

CONVECTION HEATER ,

SCRIBE TO COLUMNS

AS REQUIRED ft ir

INSTALL TERRAZZO BASE ON «\41 / 1

I 1ST FLOOR AND 2ND FLOOR. 1 -\ I

EL. 15'-6 1/2" REINFORCE TERRAZZO BASE--

INSTALL 2 X 4'S BEHIND THE

3/4" PLYWOOD BACKER TO

EL. 15'-3" T.0. PARAPET

T.O. PRECAS i

EL.

TOF

EL. 22'-2"

-r---f- - BOTTOM OF PRECAST 1-\

TOP OF FRAME

/ 0,1 4

1. 1.3 b /

, i /- W25 / \ \ 1/

// \1 \

\\I1 I

1 1\ 1/ 1/ i 1 \\

1 \

EL. 15'-9"

TOP OF PRECAST

BOTTOM OF FRAME

EL. 22'-2"BOTTOM OF PRECAST

Dll

.. r ' 5 -9 / 11 1 li +---.2=r- - 14314 WINDOW

/Xt_ 1 1

111 FRAME W/ 1"

GLAZING AND

y SCREEN

7 4§

# iii

=r- 11

/ 1 i

/ SIMILAR TO A

EL. 15'-9" /

SILL DETAIL

TOP OF PRECAST \ | 1 SHOWN

70/430

; Z-7

REGLET & COUNTER '

FLASHING CAULK- -

22' - 2"

OM OF PRECAST "'M

LOUVERS - L2

2ND FLOOR 70/423

PRECA

INSULK

PANEL

TE FLOOR

N 11/2"

ATED METAL

EL 14'-0" B. 0. , EL. 14'-0"

1 FINISHED SECOND FLOOR , X.-

14' - 0"

€J TERRAZZO ,

EL. 13'-5" BASE FLOOR 1 '81 1.1 FINISHED SECOND FLR 1'. PRECAST ·-7ft , w W,w -JK#ir-

..1 .. ':1;14 2..1,1 i Fl NI SHED SECOND FLR

A./. -- * 1 1 BOTTOM r I X , 1-Lf:*4 w L:-11 + .'. I rej

4 :1 1

OF

1 , X., 1 +41 :+5 = I .AKA , :+1 - FIRE STOPPING ,+ i

CHAMFER -Ils'p I V

.1. + r INSTALL 6 MIL POLY .e. i BETWEEN FLOORS -.-7.--*.

: taL I 1.----3 VAPOR BARRIER TO i

' A L THE WALL BETWEEN

THE TWO WINDOWS-- fl *-L ===2 71 X.. Eli -4" PRECAST i :.6 >C • ?11 PANEL

SECTION BRM SECTION LVRCOLUMN -4 1 - INSULATION

:j

'' I. bil THRU WINDOW IN BREAK ROOM 70/412 THRU LOUVER IN MECH. ROOM 70/412

' 7- 1 = 11 -- PRECAST CONCRETE

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

INSULATED PANEL EL. 9' -2 3/8" EL. 91-3" 70/415 SCALE: 1/2"=1'-0" 70/415

1 1

BOT. OF DRYWALL i BOTTOM OF PRECAST

CEI LI NG 111 N TOP OF FRAME

"'1 1, 1 1 1/J>4 EL.

8' -6" / -t ' \ /

5 1/2 " 9 I EL. 7'-0"

- -, iii - -- BOT. OF SUS- i 3,1 dll -- --1 CENTER OF FRAME

PENDED CEI LI NG r .I i

131/2 " -1 :

-ALUM WINDOW FRAME

1 W/1" GLAZING

1 1

- STEEL

COLUMN

CONVECTION HEATER I

(SEE MECHANICAL DWGS)- I I V¢15 EL. 23' -10"

;i i TOP OF PRECAST

6 INSTALL TERRAZZO BASE ON

. PI 1ST FLOOR AND 2ND FLOOR. ·-----==:-·-- 4 L.-/ CONTROL DESK

lili ----- (SEE DWG. NO. 70/426)

INSTALL 2 X 4 'S BEHIND THE /WY

-- EXPANSION JOINT

, 3/4" PLYWOOD BACKER TO | •k EL. 22' -0"

- 7 BOTTOM OF CHAMFER JDED 2REINFORCE TERRAZZO BASE---2 \ «\\\ <1 1 EL. 1-9" FICAL TILE

CONCRETE SLAB TOP OF PRECAST

1%.2 W/1" RIGID INSULATION CONCRETE SLAB W/1" 0· BOTTOM OF FRAME

RIGID INSULATION 1 .96

.· x, 1 - 1 - BEAM FURRING

,1'6 3< ·. 1 -12 -*- 4" W/ 5/8" GYP. BOARD

EL. O-00" 1 1 PRECAST i 1 X .. I - .'./

FINISHED FIRST FLOOR ™1' i · ' PANEL EL.-0-6" ,A. TWI. 6 642_ 1 6 1 . · ·'--,A.:..,6.al,- 1\ 1

BOTTOM .. . . :1'11 11 7 EL. -0-6" 4 1 1\

£7

\ EL. 0-0". .. ,1 It\ 12" OF . : E. 1 D T. O. CONC SLAB - ' rp 7 .9-,1

I. FINISHED FIRST FLOOR 1-' l PRECAST

PRECAST I V I PANEL

EL. -0-6" 0 .

..1 -

I.

.rh .

T.O. CONC SLAB i. 1

Ah . 2 , i - 7/8" FURRING 1 b - 9./. I ·V• 8 W/ 5/8" GYP. BOARD

A

N.91 0 s

.D<

-- SUSPEI

ACOUS

I .

0 1 INSTALL FURRING, INSULATION .lk-: I i

'V

AND VAPOR BARRIER TO INSIDE

:X: )Ii AS-BUILT AS OF JUNE 2002 3 0812=2 CONA

A . 1/

OF 4" PRECAST PANEL ABOVE

:AX 'llft-12 FFLL(F \39(V AND BELOW + SYMBOL DESCRIPTION DATE APPROVAL

US Army Corps.X, of Engineers

EL. 14' - 0" :.A * -: - 1 EL. 14'-0"

BOTTOM OF PRECAST ZZCM _ -L_ - FINISHED SECOND FLOOR 1' St. Paul District

1 // 1. +1 .1. 1.1

+ 4. i

+ +1

SECTION Xwl SECTION BAY 1 +11 + 41

THRU EXT. WALL 1ST FL. 70/412 THRU BAY WINDOW 70/412

SCALE: 1/2 "=1'-0" SCALE: 1/2"=1'-0" 70/417 -74- 1»1-"

SECTION XW2

THRU EXT. WALL AT KITCHEN 70/412

A /

AE APPROVING OFFICIAL: AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

1 6" 0 1 2 MAJOR MAINTENANCE - MISSISSIPPI RIVER

1 | DESIGNED: CTG CZ12] LOCK & DAM NO. 7 LA CRESCENT, MINNESOTA

SCALE: ° NEW CENTRAL CONTROL STATION6 CHECKED: TMP

1 0 2 4 LU

DRAWN: GDE EXTERIOR WALL

111111111 1 1 1 1

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

SECTIONS

SCALE: 1/2"=1'-0 70/415 CHECKED: CAD FILE NAME: MJ70A419.DGN DRAWING NUMBER: SHT 191

DATE: 08-02-99 SOL. NO: DACW37-99-8-0013 M-L7-70/419 OF 260

A 1 8 1 C 1 0 1 El

AS-BUILT

A B 1 C 1 D E 1 F G

-- MTL STANDINC

ROOF OVER 2

INSULATION, O

-URRING, INSULATION

J L

PO

CO

11 L U L L

TAL DECK

EL.

TOP

EL.

F

BOTT

11 '9

X

X

ST

4TED

.V Z

-- CONCRE

SLAB 0

47 / CORRUG

DECK

1/ 4. 3" 5 1/2 " -- -- ../1

INSUL. PRECAST CONC. -1 - - 01 7 311*511

- INSUL. PRECAST CONC. \ BLOCKING

.Al, MIN. RADIUS

--WALL . ... 4 - 11/2" ALUM, A.' '>'. WALL PANEL

A ..

8 0 ·4'. - BLOCKING BLOCKING---1.0 :,* '' 'A.1 ' )SURE L

- TYPICAL DRIP

FINISHED --1· r- TYPICAL DRIP

M FRAME

CORNER-- .

. 1- .- MIN. RADIUS SEALANT MIN. RADIUS hll!

6' . 1

'--4 FINISHED BOTH / -

11/2" ALUM CORNER SIDES -- FINISHED i1/2 " CORNERCORNER STRIP

11/2 " 1/ 3/4"x3/4" STOF ARCHED

ARCE{ED TRANSOM W/

1" INSUL GLASSTRANSOM W/ :1 4 0 =A

1" INSUL GLASS z * CAULK - NA - HM.TRANSUM

TRANSUM BAR M -

E.\R:ALUM A PRECAST CONC.

INSULATION

r

FRAME

-1- WALL PANEL

- ALUM DOOR

7 3/4 "1

1 \ HM. DOOR DETAIL 3

:-1 JAMB 70/421

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

DETAIL 1

ARCHED DOOR 70/421

ARCHED DOOR TRANSUM 70/421

ALUM THRESHOLDSCALE: 11/2"=1'-0"

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

1/2 " EXP. INS.

3 1/2 "

5 1/2 " 3"

INSUL. PRECAST , - 5/8" GYP BD

CONC. WALL

PANEL a•' :Al•' .

4.' --7/8" . 1 . ..

''.4. FURRING

MIN. 1 CHANNELS

RADIUS =-7----

FINISHED -WOOD-NAILERSCORNER--

CASTINTO

PANEL

SEALANT

BOTH SIDES 3/8" GAP/CORNER

21\- BEAD & SEALANT

ALUM FRAME

DETAIL 4

JAMB (HEAD SIMILAR) 70/421

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

3 1/2 " 1-

3" 5 1/2 "

WOOD

BLOCKING-

'6. :

4" PRECAST CONC. I ·. ·

WALL PANEL - .

4. u

I .

- I

12" PRECAST CONC. 1.' 1

WALL PANEL

' V A 1 b

N i ...

4.

4 01

(N .

A

«« DETAIL

9 9 JAMB

4 8 SCALE: 11/2"=1'-0"

2x4

. 6 1/8 "

7 - 11 V

A 3 5/8" METAL 5

STUDS W/ 5/811

GYP. BD.

lai

SEALANT

(BOTH SIDES)

rJMINUM FRAME

70/421

L_. Al I

Al 'IAA THRESHOLD \ 1/2 " 2" CAPPING CURB \THERSEAL -ti-1---

TIES •4 © 12" '91 1

SPACING XP.INS. 9 V

H.M. FRAME

- CONC SLAB ON 1

'4 /,4

3/n1----I- GRADE th + A

05 BARS O 12" SPC'G ¥ *7 I - r I f I. -1 2- -=1 - 1-0 vi - SEN_ANT r : 6. 1 2 al· i · A'·I

CONC CAPPING SLAB JfXXKX ' ''th '1

0 77--71-",PT

1.

6.,A"A,LA., -CONC STRUCTURAL 11 hSLAB CURB TIE

BOTH SIDES

REFER TO DRAWINGS 70/420,70/436,70/437 LO

FOR OTHER INFORMATION

INSUL. PRECAST CONC.

WALL PANEL

DETAIL 5

DETAIL 6

SILL 1 70/421 JAMB (HEAD SIMILAR) 70/421

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

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

3 1/2 "

4 7/8 " 3 1/2 " 3"

-1 I- --- 4 'A '

- -- 3X3 WOOD

BLOCKING

1 . 13 5/8" MTL STUDS 6 ' I . 1

?L 1.9,-'+- 5/8" GYPSUM BD /-· 2" CHAMFER

1t> 5: F -166 d.. BEYOND OPENING

Rd - H.M. FRAME HEAD ':1 -1 1

ALUMI

JM

:ORNER

Al AKIT._

INSUL. PRECAST CONC.

- CONC. LANDING

WALL PANEL

SLOPE TO DRAIN

.... /7--'-7-,1.A ..... 1/2 "

.. 8 ..ti'Yi ·a / -- A

SEALANT 1

r . .f . . I .1..1 1 . : Aut. 3 1" INSUL GLASS -/

A,< r 01 up,rr-IiNG CURB 1 {. .: Al':il': 2.- TIES •4 © 12" ALUM FRAME 5 ' .b"A'

0%1

SPACING

..4.. 5/8" GYPSL

BD CEILING

DETAIL 7

SILL 70/421 3/8" GAP/C

BEAD & SE /-,L MIN 1

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

DETAIL 8 INSUL15/8" CONClilt--17- TRAMSOM HEAD BAR 70/421

CAULK 4/4 ) 5/8" GYPSUM BD SCALE: 11/2"=1'-0"

/4/2/ :

15/8" "C" STUDS

LUA

/ f 4 -t - 122 CONCRETE

DI

MASONRY UNIT a. -- HOLLOW METAL

FILL SOLID LU --4

EN¢ A I . FRAME BEYOND

D - H.M. DRYWALL

WITH GROU 0 - -U) co

LU

FRAME DOORi 8, 1,_ -

HOLLOW METAL

Al lilli

NUM FRAME

SEALANT

EA. SIDE

TYP.

6 1/8 "

./.I .

1 ''

.:A. C.: 3 5/8" METAL

h, STUDS

1..

... 1 A'

1..

. ./ 1:0

COLUMN

m - STEEL

PRECAST ,

WALL PANEL

--I: -11/-- --

1 1,1

CAULK &

1., BACK ROD ___-2*C-,1··42 ",O, a - 5/8" GYP BD

TYP.

6. 14. 18 9 .-• . .m - 7/8" FURRING

8" CMU -4_ i'.7.%% CHANNELS

NOTE: 15/8" "C" STUDS ARE USED INSTEAD OF 7/8"

HAT CHANNEL BECAUSE OF STAIRWELL *1.

5 3/4 " 1--

5 3/4.>__ 11'

<202X?04X205X206 4

DETAIL 1'-0

JAMB (HEAD SIMLAR) 70/421 3 1/2 " -- -1

-i

-1 - 5 1/2 "

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

3 um (11... 1 1I -1/L .... '18'. 'Al'' 'A 'A

0 9 5/8 " 6 1 .. . 01, 4 .

's t "' bl_-__ TERRAZZO EDGE-

, TERMINATE

BELOW DOOR

0 1--*88*898*9a*8*28*3* FACE (WHERE

9 _ OCCURS)

1, DETAIL 10

JAMB (HEAD SIMILAR) 70/421

DETAIL 11

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

SILL 70/421

DETAIL 13

JAMB 70/421

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

CERAMIC TILE,

= THINSET

0C

MC

CERAMIC TILE _---JAMB .

THIN SET--c---- -.. 'A· :.4,

7.1 4. f.', - CONCRETE 41 ..4 1\ A. A. A libMASONRY UNIT .. SEALANT

'A•' . .4.

03 I . BOTH SIDES-11. . 4 6A · ··

L./CN

LI[ 077 7-7 - H.M. FRAME 1

- GROUT FULL

1, LU

_1

2 0

3 - H,M, DOOR

n 1'-0" U] 4 -

IO +

1'-1"

NOTE: 4" HEAD H.M. DOOR - -

b- 7 3/8 " &FRAME --«-- *lu 1 - 1 -

ALUM

THRESHOLD \

DETAL 14 1"

TOP OF CONC/ 1 '. ------- M DETAIL

JAMB (HEAD SIMILAR) 70/421 BOT OF REGLET 1 7, 7-7,7-

HEAD

SCALE: 11/2"-1'-0" 1 3/16"

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

BENT E ..

b'

--9

-- 2-05 BARS

*- LINTEL BLOCK

H.M. FRAME

GROUT FULL

1 3/4 11

70/421

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

CERAMIC T

THIN SET

86' rat

EN' 1

1--

5 3/421

DETAIL

JAMB

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

- CAULK BOTH SIDES

H.M. FRAME

GROUT FULL

=11

5 5/8 "I -1 -

SEALANT

BOTH SIDES

DETAIL 17

H.M. FRAME 2

JAMB 70/421

GROUT FULL

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

70/421

NOTES:

1. ALL WOOD BLOCKING, NAILERS, ETC. SHALL BE PRESSURE

TREATED.

11/2 '

L

IiI A

INSUL. PRECAST 7 5/b "

10 5/8 " 2 CONC. WALL -

A ': .

: SILL COUNTER-

- PANEL UNDER PL & EXTEND

-BLOCK COURSING

S THAN 4" BEYOND / BEHIND DOOR FRAME

. \7 11/2 " - CONC. SLAB - · SILL SPRINGLOCKED AS-BUILT AS OF JUNE 2002'A.

30€624 90-0'1, . MEMBRANE APPROVALI .

.1 1 . . . 1 FLASHING

b ' '16 1 .A' .A

SYMBOL DESCRIPTION DATE- 5/8" GYPSUM

US Army Corps--X X- BD OVER 7/8" .6.1 'Al

FURRING CHANNELS ·

th ' \, 6 ' 1/ of EngineersS.., 11 // L

H.M. [)RYWALL Y/ //

p St. Paul District

FRAME

- CONTINUE

FLASHING

NOT LES

-- ENDS OF

8.' ·Al 'A'·' r 1, co H.M. DOOR

115/8 " 3 1/2 " I 0 - - 1-

SILL

DETAIL 18

HEAD (JAMB SIMILAR) 70/421

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

A 1 8

AE APPROVING OFFICIAL:

3" 5 1/2 " r.5" . B.. 6// . A./ B ., ./ ' DESIGNED: CTG 62,04 1·A'' 'A·' 'A, '&, •A'" ·5. 'A · ' A . . . . A .

6 • O

6 CHECKED: TMP

LU

DETAIL lg DETAIL 20 1 9" 6" 3" 0 | DRAWN: GDE 11111[111]111111111[1!111 1

SILL-HEAD-JAMB 70/421 SILL 70/411

SCALE: 1 1/2" = 1 '-O" 6

I DESIGNED:

SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" 70/421 UNLESS NOTED LU CHECKED:

|(D I DATE: 08-02-99

E I

AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 7 LA CRESCENT, MINNESOTA

NEW CENTRAL CONTROL STATI ON

DOOR

DETAI LS

CAD FILE NAME: MJ70A422.DGN DRAWING NUMBER: SHT 194

SOL. NO: DACW37-99-B-0013 M-L7-70/422 OF 260

AS-BUILT

A 1 B 1 C 1 D 1 E 1 F G 3 1/2 "

3 1/2 " ·K 11 4 1/9

/ CLC

ALU

ML U IVI

& WE/

1/2" E

A Annal

JO

ILE / m

<P>fi>©

/4 1 //

- 14°

-A----7------8-----7'----'-="-0----7"- D---7---=---E------7=--F--7--G-

• 2 LI _3 11.U < -1 -10 0 0 0 4 <1 C Izm < < 4 k kZ Z Z Z 1- 1- 1-12 1- 1- 1.- 0 OU 11'-7 1/2" L_APPROLZZLE£11 4'-11/2" 5'-3 7/16" 7'-11"

O 0 Ii.1 11.1 *Igti LU W - W LU W00 00 25 $$™ $3 2 16'-0" 8'-0" >

R. 0. R. 0. R. 0. R. O. . R. O. T |R. 6. R. 0.

Chimrm-001-7 ri-77-3-1 [0-0031»f--1 o 'I,' 3 Il OF PRECAST (TYPILIE]1l .1 I * 20= U--1-

1// \\11 1// f /2 /21 7{«71 b6d Il---tdl Ell Il 11/ 1 1 11 A u

11 1 --11[-771-12-11 6102 I 13-1 I fil ..111 131 1 29|6

TOP-OF-7- ,

PRECAST 3 3

6" 611 L

1172--11271 - 6 11 1-11 Ill 131 -1 'W 11 LAI 111,1-37 11 3 =

Eolo 111/1 41\11 . 0- H i /|il| CE r.7 111/ 7- \111 - 23-1 SIM

11 / L-- 111 p- 3111 / . 11

/ \ 1 111// EQ. \\1L 0 - EL. 1'-9" TOP OF <

31-11" -1 I 2 1/2" | | | | 2 1/2"-PRECAS-TF-

FILLER -'1 4'-8 7/16" I ' FILLER

FILLER -WIN.-UNIT-"

DETAIL

-0 W10

WINDOW W10

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

DETAIL

-------0 W 11 WINDOW Wll

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

DETAIL

WINDOW W12

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

W12

DETAIL

WINDOW W13

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

-- W13 I

NOTE:

MAKE ONE AS

SHOWN AND ONE OPPOSITE

DETAIL

WINDOW W14

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

-- W14 I

NOTE:

MAKE ONE AS

SHOWN AND ONE OPPOSITE

DETAIL

---0 W15

WINDOW W15

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

DETAIL

- W16

WINDOW W16

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

1'-0"

53/4"-1-1/2"PRECAST_-CHAMEER

PRECAST n iii x x - PRECAST 1 14 1 4-CONCRETE

PANEL 1 1» 3 1/2" STEEL STUDS 41Hlf[-[12 / CONCRETE

4" CHAMFER BELOW

/1 PANEL i

SEALANT-/

ALUMINUM

ANGLE --

t.

11/2 "

U\-31--

-21 E- SUSPENDED Ir h \ ACOUSTICAL I IL

TILE CEILING

0,1

5/8" GYP.

DRYWALL

BEAD -

BOARD

SEALANT/

SPACE, 3/8" -

- DRYWALL

BEAD E--

1+4=NU/-7 DRIP H B

441 r-4 1 fri N RADIATOR COVE

EXTENSION TO

11/2 " MATCH RADIATOR -

NX\\ PL\« 27/ 7

||| | «-- ALUMINUM- WINDOW « _ //// / / .

/--12 /

0 0 Z Z

0 0

0 0

4'-0"R.-6.1-

2 i

1 1

EIS

8'-6"

A. F.F. ALUMINUM FILLER

ALUMINUM

WINDOW FRAME

TO MATCH RADI- | W/ THERMAL

ATOR COVER - 1

BREAK & INSULATION -ALUMINUM

FACED SILL 11

EXTENSION - .„_LFIN TUB i , 11/2 "

RADIATOR COVER h

(SEE MECHANICAL)- .

DETAIL

W17 IWIRiDEW-Wi i

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

SIMILAR TO

JAMB DETAIL FWTO| THIS SHEET

- 11/2" CHAMFER ON

PRECAST CONCRETE

PANEL (TYP)

F 11/2 " 1SEAL ANT -MlMlfM 3/4" PLYWOOD

1-1-1 1 NOTES:111'llm'111111111 --'952>1'1 I I I -1----1- 1 /1=7-1---7-

21 @211111 4 11 F lilli 1 1-*- 1. WXX DENOTES WINDOW REFERENCE NUMBER. SEE PLANS AND ELEVATIONS lilli FOR LOCATIONS.

DETAIL

---4 A

HEAD AND SILL

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

BATT

INSULATION --

SECTION

HEAD AND SILL

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

RADIATOR

B COVER CSEE --//

MECHANICAL)

2. ALL WINDOW FRAMES SHALL MEASURE AS FOLLOWS UNLESS NOTED OTHERWISE:

2 1/2" - FIXED PERIMITER FRAME

3 1/2" - OPERABLE OR CLEANABLE AND FIXED

2 1/2 " - FIXED AND FIXED

5" - OPERABLE OR CLEANABLE AND OPERABLE

3. DIMENSIONS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR

SHALL FIELD VERIFY OPENING DIMENSIONS BEFORE PROCEEDING WITH

FABRICATION OF WINDOWS.

4. WINDOW DETAILS ARE NOT INTENDED TO SHOW INTERNAL CONFIGURATION OF

EXTRUSIONS. GASKETS, FASTENERS. ETC. ALL WINDOW FRAME SECTIONS

INCLUDING OPERABLE SASH TO HAVE COMPLETE THERMAL BREAK.

9 5. ALL FRAMES ARE ALUMINUM DOOR & WINDOW SYSTEM SECTIONS UNLESS

A NOTED OTHERWISE.

6. ALL GLAZING IS 1" INSULATED GLASS UNLESS NOTED OTHERWISE. 2

TUBE STEEL

COLUMN (SEE

n- SCREENS ON STRUCTURAL)_7-/E-f i 7. FOR FIXED. OPERABLE AND CLEANABLE WINDOW TYPES. SEE DRAWINGS

3/8" SPACE 7-- 1" X 11/2" 1 OPERABLE »==fil -- GYPSUM

70/414 AND 70/415.

BETWEENALUM. ANGLE

- AND CONCRETE

FOR SEALANT--

M')- 1 1/

91 --

ALUMINUM WINDOWS (TYP)

COVER ANGLE

1 A t-1

33\ - 1-2-2-2-21 A .... ----

ALANT

r-W15-1

BOARD ON

FURRING

SEALANT

A

SCREENS ON

OPERABLE

WINDOWS (TYP) - /-7

SIM B ==

L

11/2" CHAMFER ON

NCRETE

90-

PANEL (TYP) -

DETAIL

CONTRC

NO. 70/430.

P HINGED IN-SWINGING CLEANABLE

HEAD FRAME FOR CLEANABILITY.

SIDE HINGED CLEANABLE WINDOW

13PEN 1 227,0

DATE APPROVAL

US Army Corps M //1/.111 of Engineers

6--1 St. Paul District

4" CHAMFER ON / 13>

FOUNDATION /

(TYP)-

1 3" 0 1 bluiL1£11111111111111.|

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

rEMWINDOWS-JAMBSZEZED In 4 R

8. FOR MULLION DETAILS 2 AND 3 SEE DRAWING

9. OPERABLE AWNING WINDOW THAT IS ABOVE TO

WINDOW MUST DROP 4" FROM THE BOTTOM OF

IF THIS FEATURE CANNOT BE FURNISHED. A

MUST BE USED.

10. ALL SCREENS SHALL HAVE BLACK FRAMES.

AS-BUILT AS OF JUNE 2002

SYMBOL DESCRIPTION

AE APPROVING OFFICIAL: A

LOCK 7 LOC

-MAJOR MAINTENAP

LOCK & DAM NO. 7

DESIGNED: CTGCU.2

r NEW CENTRAI A CHECKED: TMPLU l S-

DRAWN: GDE V

DESIGNED:

u.1 CHECKED: CAD FILE NAME: MJ70A429.DGN

DATE: 08-02-99 SOL. NO: DACW37-99-B-0013

S-BUILT

KWORK - STAGE 2

DETAIL ICE - MISSISSIPPI RIVER

JAMB LA CRESCENT, MINNESOTA

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

r FLOOR

VINDOWS

SCALE: 11/2"=1'-0" liL1111_1_13

SHT 201DRAWING NUMBER:

SCALE: lA" = 1'-O" M-L7-70/429 OF 260A........................L........................B........................L........................C-D........................L........................E

AS-BUILT

-Jill--Ill--I--=T----Ill--Ill--M-lillill-IIIIITIIIIIIIIIIIIIIWIIIIIIIIII-=--7--I--Ili----I-A--Ili--Ili--I-rillill-=-Ili-# -

CONC.

-A---r----87------C---=1-=----=--D----7----E==--J--F7G Of»

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_11'-0-1/2" APPROX. 7'-7 9/1€

- 4'-11/2" |_ 5'-13/4'1 -1

R. 0. R. 0.

R.0.

EL. 22'-2" BOTTOM < 9'-3" ABOVE

[Dmim'-7 -f---EN-i| UFFRECAST-(TYpi-,r Ill ./ 1 2-// 11 11 \11 1

<C l.1-J

11'-5 1/2"

R. 0.

lili, -

1117FT=1Ir===„=,11 11 * 1 11

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W22

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WINDOW W21

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

W25

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DETAIL

WINDOW W23

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

- W23

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MAKE ONE AS

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DETAIL

- W24

WINDOW W24

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

DETAIL

WINDOW W25

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

10"

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2"

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EFERABLEOR-7674291 EFFiE-Or-T7674391

CLEANABLE CLEANABLE

OVER [3374301 OVER 7074333

OPERABLE FIXED

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

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COLUMN (SEE

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1 1

1 F|||| || | 1- SEE NOTES ON DRAWING NO. 70/429.

NOTES:

F IL==11 1

2*444--Ill- I i Ii -000000004All ! I ro I I i k

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11111'11/1,11'11'1'lili '111111 1DETAIL r-curl LOCKMASTEr-EFFEE-WINDEW-JAMBS7674121 SCALE: 1 1/2" = 1'-0"

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

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10 4 8

70/449, SECTION G bld_1_L_Ll_1_1-1-1 SCALE: lA" = 1'-O"

-A.............J..............B.............J..............C.............1.............O.............L.............E.............1 prouru7LOI

SYMBOL

AE APPROVING OFFICIAL:

DESIGNED: CTGCOU

6 CHECKED: TMP

LU

DRAWN: GDE

I DESIGNED:

LU CHECKED:

DATE: 08-02-99

DESCRIPTION DATE APPROVAL

US Army Corps

1 [24&_11 of Engineers St. Paul District

AS-BUILT

LOCK 7 LOCKWORK - STAGE 2

MAJOR MAINTENANCE - MISSISSIPPI RIVER

LOCK & DAM NO. 7 LA CRESCENT, MINNESOTA

NEW CENTRAL CONTROL STATION

2ND FLOOR

WINDOWS

CAD FILE NAME: MJ70A430.DGN DRAWING NUMBER: SHT 202

SOL. NO: DACW37-99-8-0013 M-L7-70/430 OF 260

AS-BUILT

-Ii.......................9.......................IRFIII....................7........................48-.......................1.......................IAI.......................1.......................-01 DETAIL 1-wyi--1

JAMB NOTE: 70/412

SAMPLE SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Lock 3 and 4 Joint Sealant Replacement

CONTRACTOR

A

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N

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DESCRIPTION

ITEM SUBMITTED

R

A

G

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A

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A

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F

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C R

A

T A

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O E

N

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CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH

REMARKS

SUBMIT

APPROVAL

NEEDED BY

MATERIAL

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