Attch_4_-_Volume_4_-TYMX160008-Design_Drawings.pdf

VOLUME 4

DESIGN DRAWINGS

FA3016-16-R-0035 Attachment 4

SAN ANTONIO

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ATASCOSA

CALAVERAS

LAKE

Kelly AFB

Lackland AFB

Brooks AFB

Randolph AFB

International Airport

San Antonio

New

Braunfels

Seguin

Stockdale

Boerne

CANYON LAKE

REC. AREA

FORT SAM

HOUSTON

CAMP

BULLIS

BUILDING 100 REPAIR STRUCTURAL DEFICIENCIES

Scale: N.T.S

REGIONAL MAP

Scale: N.T.S

JBSA - RANDOLPH

CONTRACTOR'S

ENTRANCE

VISITOR'S

ENTRANCE

PROJECT

LOCATION

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JOINT BASE SAN ANTONIO

RANDOPLH

502d CIVIL ENGINEER SQ.

SAN ANTONIO, TX

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DRAWING INDEX

SHEET ID SHEET TITLE

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

AD001 ROOF REPLACEMENT DEMOLITION

A-001 ROOF INSTALLATION PLAN

A-002 ROOF REPLACEMENT DETAILS

A-003 WINDOWS AND DOORS RESTORATION 2ND FLOOR

A-004 WINDOWS AND DOORS RESTORATION 2ND FLOOR & TOWER

A-201 NORTH ELEVATION

A-202 SOUTH ELEVATION

A-203 EAST ELEVATION

A-204 WEST ELEVATION

A-601 WINDOW ELEVATIONS & SCHEDULE

A-602 DOOR SCHEDULE PICTURES

A-603 PHASING FOR WINDOWS AND DOORS

A-604 PHASING FOR WINDOWS AND DOORS

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SCALE:

" = 1'-0"

20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

ROOF REPLACEMENT

DEMOLITION

NORTH

TYMX160008

GENERAL NOTES:

1. REMOVE DRAINS AND ASSOCIATED PIPING CONNECTIONS TO

THE VERTICAL DRAIN CONDUCTOR PIPING AT ALL DRAINS.

2. REMOVE ALL EXISTING ROOFING, ROOF INSULATION,

ASSOCIATED ROOF FLASHING AND CAULKING. REMOVE

DAMAGED ROOF DECK AND REPAIR. INCLUDE REPLACEMENT

OF 2000 SQUARE FOOT OF WOOD ROOF DECKING FOR ALL

ROOF WORK. CONTRACTOR TO PROVIDE IN HIS COST

PROPOSAL A UNIT COST FOR ADDITIONAL WOOD ROOF

DECKING.

3. CONTRACTOR TO NOTIFY THE GOVERNMENT OF ANY MAIN

STRUCTURAL DAMAGE UNDER THE REPAIRED ROOF DECKING.

4. REMOVE ALL BROKEN TILES ON BARREL TILE ROOFS.

5. EXISTING MECHANICAL ROOF VENTS TO REMAIN. APPLY

MANUFACTURERS PRE-MOLDED PIPE FLASHING.

6. EXISTING LIGHT FIXTURES ON ROOF TO BE MOVED DURING

DEMOLITION WORK AND PLACED BACK AFTER ROOF WORK IS

COMPLETED. LIGHTS TO BE PLACED ON WALKWAY PADS AND

SUPPORTS SPECIFICALLY MADE FOR LIGHT FIXTURES.

REMOVE ALL ASSOCIATED CONDUIT, J-BOXES AND WIRING.

ALL CONDUIT, J-BOXES AND WIRING ASSOCIATED WITH LIGHT

FIXTURES. CONTRACTOR TO VERIFY ALL LIGHTS ARE

WORKING PRIOR TO REMOVAL AND FUNCTIONAL PRIOR TO

REINSTALLATION. CONTRACTOR TO NOTIFY THE

GOVERNMENT OF NON-FUNCTIONING LIGHTS PRIOR TO

REMOVAL. CONTRACTOR TO STORE LIGHTS IN CONTAINERS

PROTECTED FROM THE ELEMENTS.

6. ABATE LEAD PAINT AND ASBESTOS CONTAINING MATERIALS

INCIDENTAL TO THE REPAIR WORK. HAZARDOUS MATERIAL

REPORTS PROVIDED TO THE CONTRACTOR IN SCOPE OF

WORK.

KEYED NOTES:

1. REMOVE ROOF DRAINS.

2. EXISTING VENTS TO REMAIN.

3. REMOVE PERIMETER CAP FLASHING.

4. REMOVE PERIMETER WALL FLASHING.

5. REMOVE ALL BROKEN TILES.

6. MOVE EXISTING LIGHTS FOR ROOF DEMOLITION AND FOR

ROOF WORK TO BE DONE.

7. EXPANSION JOINT TO BE REMOVED.

8. REMOVE ALL EXISTING ROOFING MEMBRANE, INSULATION,

AND CANT STRIPS.

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3 4

3 4

3 4

3 4

1 4

6'-10

3'-2

22'-6

" 70'-0

" 25'-8

" 38'-9

" 3'-10

6'-10

" 35'-9

" 24'-1

" 36'-7

" 36'-7

" 20'-10

" 38'-9

" 3'-10

18'-1

" 37'-1

" 18'-1

1 2

1 2

3 8

73'-3

3 8

52'-9

8'-7

8'-7

5 8

5 8

3 4

3 4

3'-2

35'-9

206'-9

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1 2

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20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

ROOF INSTALLATION PLAN

NORTH

TYMX160008

KEYED NOTES:

1. INSTALL ROOF DRAINS

2. EXISTING VENTS TO REMAIN

3. INSTALL CAP FLASHING

4. INSTALL WALL FLASHING AT PERIMETER

5. REPLACE ALL BROKEN TILES

6. EXISTING LIGHTS TO BE REMOVED AND STORED

7. INSTALL EXPANSION JOINT AS PER MANUFACTURERS

SPECIFICATIONS

8. TPO ROOF WITH INSULATION AND CANT STRIPS AS NEEDED

TO PROVIDE POSITIVE FLOW TO DRAINS. MINIMUM SLOPE AS

PER TPO MANUFACTURER'S SPECIFICATIONS.

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GENERAL NOTES:

1. INSTALL PTO ROOFING, ROOF INSULATION, CANT STRIPS

ASSOCIATED ROOF FLASHING AND SEALANT ON ENTIRE

ROOF. ALL ITEMS INSTALLED AS PER MANUFACTURERS

SPECIFICATIONS.

2. INSTALL NEW DRAINS AND ASSOCIATED PIPING

CONNECTIONS TO THE VERTICAL DRAIN CONDUCTOR PIPING;

AT ALL DRAINS. ADD SECONDARY DRAINS AS SHOWN ON

DRAWING, TO INCLUDE SECONDARY DRAINS AT THE

OBSERVATION DECK ACCESS DOOR LANDINGS.

3. REPLACE ALL BROKEN TILES ON TILE ROOF. REPLACEMENT

TILES TO MATCH THOSE BEING REMOVED.

4. REPAIR DAMAGED ROOF DECK. CONTRACTOR TO ESTIMATE

2,000 SF REPLACEMENT FOR THIS PROJECT.

5. EXISTING MECHANICAL ROOF VENTS AND VENT PIPES TO

REMAIN. MOVE AND REINSTALL AS REQUIRED. INSTALL

MANUFACTURERS PRE-MOLDED PIPE FLASHING. FLASHING

TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS.

6. EXISTING LIGHT FIXTURES ON ROOF TO BE MOVED DURING

DEMOLITION WORK AND PLACED BACK AFTER ROOF WORK IS

COMPLETED. LIGHTS TO BE PLACED ON WALKWAY PADS

SPECIFICALLY MADE FOR LIGHT FIXTURES AND SECURED AS

PER MANUFACTURERS SPECIFICATIONS. NEW CONDUIT,

CONNECTORS AND WIRING ASSOCIATED WITH LIGHT

FIXTURES TO BE INSTALLED. CONTRACTOR TO VERIFY ALL

LIGHTS ARE WORKING PRIOR TO REMOVAL AND FUNCTIONAL

PRIOR TO REINSTALLATION. CONTRACTOR TO NOTIFY THE

GOVERNMENT OF NON-FUNCTIONING LIGHTS PRIOR TO

REMOVAL.

7. EXPANSION JOINT MATERIAL AS APPROVED AND INSTALLED

AS PER MANUFACTURER'S SPECIFICATIONS.

8. TPO ROOF TO BE INSTALLED BY MANUFACTURER CERTIFIED

INSTALLER. QUALITY CONTROL INSTALLATION INSPECTIONS

WILL BE CONDUCTED ON ALL PHASES OF INSTALLATION.

CONTRACTOR AND MANUFACTURER WILL PROVIDE A 20 YEAR

NO COST ROOF REPLACEMENT WARRANTEE.

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3 4

3 4

3 4

3 4

1 4

18'-1

" 18'-6

" 18'-6

" 18'-1

37'-1

3 8

3'-10

38'-9

" 24'-1

" 73'-3

" 20'-10

3'-2

35'-9

2'-11

3'-10

8'-7

52'-9

8'-7

3 8

3 4

3 4

5 8

1 4

3 4

25'-8

" 8'-8

" 52'-7

" 8'-8

" 25'-8

" 35'-9

4'-0"

2'-10

38'-9

"3'-10

206'-9

1 2

1 2

NOTES:

1. FOR EXPANSION JOINT INTERSECTIONS AND INTERSECTIONS BETWEEN EXPANSION

JOINTS TO WALL OR EDGING, USE TWO LAYERS OF PRESSURE-SENSITIVE ELASTOFORM

FLASHING WITH SECOND LAYER 3" LARGER THAN PREVIOUS LAYER IN ALL DIRECTIONS.

2. WIDTH OF JOINT SHALL BE A MINIMUM OF 3/4" AND SHALL NOT EXCEED 3".

3. ON MECHANICALLY FASTENED SYSTEMS, HP FASTENERS AND POLYMER SEAM PLATES

ARE REQUIRED OVER STEEL DECKS.

4. FOLLOW MANUFACTURERS' RECOMMENDATIONS FOR INSTALLATION REQUIREMENTS

FOR BACK SIDE OF DECK MEMBRANE PRIOR TO COMPLETING SPLICE TO

PRESSURE-SENSITIVE RUSS.

MANUFACTURER'S

EXPANSION JOINT SUPPORT

OR SPONGE TUBING

EXPANSION JOINT

FILLER.

" TO 1'

6"WIDE PRESSURE- SENSITIVE

RUSS

SEE NOTE 4.

FASTENER & SEAM

FASTENING PLATE, MAX

12"O.C

SEE NOTE 3.

NOTES:

ROOF DECK

CLAMPING RING

DECK CLAMP

DRAIN BOWL

DRAIN

STRAINER

INSULATION

ROUND CUT IN

THERMOPLASTIC MEMBRANE;

EXTEND APPROX. 1" [25mm]

PAST CLAMPING RING

HOLE IN MEMBRANE SHOULD

BE LARGER THAN DRAIN

PIPE DIAMETER

THERMOPLASTIC

ROOF MEMBRANE

INSTALL SEALANT BETWEEN DRAIN

BOWL FLANGE AND ROOF MEMBRANE

THE USE OF A METAL DECK SUMP PAN IS NOT RECOMMENDED. HOWEVER, DRAIN RECEIVER/BEARING PLATES

ARE APPLICABLE WITH SOME PROJECTS.

TAPERED

SLIP SHEET MAY BE REQUIRED BELOW MEMBRANE WHEN OVERLAYING SOME INSULATIONS OR SUBSTRATES.2.

1.

THERMAL

INSULATION

FASTENER & SEAM

FASTENING PLATE,

MAX. 12"O.C.

HOT AIR-WELD, 1-1/2"

MIN. BEYOND FASTENING

PLATES

THERMOPLASTIC

PRE-MOLDED

PIPE FLASHING

WATER CUT-OFF

MASTIC

STAINLESS STEEL

CLAMPING RING

INCLUDED

NOTES:

1. REMOVE ALL EXISTING LEAD AND FLASHING MATERIAL BEFORE INSTALLING

PRE-MOLDED PIPE FLASHING.

2. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 140°F WHEN USING PVC

AND 160°F WHEN USING TPO FLASHING.

3. PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER.

4. INSTALL A MINIMUM OF 4 FASTENERS AND PLATES AROUND THE PIPE, EQUALLY

SPACED. IF FASTENERS AND PLATES CANNOT BE INSTALLED AS SHOWN, THEY MAY

ALSO BE POSITIONED OUTSIDE THE PIPE MAXIMUM 12"O.C. AND FLASHED WITH

THERMOPLASTIC REINFORCED MEMBRANE/CUT-EDGE SEALANT.

5. FASTENERS AND PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE

DIAMETER EXCEEDS 18".

to

8"SEE NOTE 3

OF PARAPET CAP

LENGTH EACH PIECE

12' [4m] MAXIMUM

NOTES:

1.

2.

1" [2

5m m]

M

IN

BE

LO

W

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CK

IN

G

APPROX. 1/2"

[13 mm] GAP

THIS DETAIL SHOULD BE USED ONLY WHERE THE DECK IS SUPPORTED BY THE WALL. EXPANSION

JOINT DETAIL SIMILAR TO DETAIL TP-4 SHOULD BE USED FOR NON-WALL-SUPPORTED DECK.

SEE TABLE 3 FOR ALTERNATE SHEET METAL PARAPET CAP SECUREMENT, AND LOCKS AND SEAMS FOR JOINTS

IN SHEET METAL.

SHEET METAL JOINT COVER

PLATE 6" [152mm] WIDE

MIN. SET IN TWO BEADS OF

SEALANT (SEE TABLE 3)

SHEET METAL PARAPET CAP

HIGH-DOMED, CAPPED,

GASKETED FASTENERS

(APPROX. 18" [457mm] O.C.

DEPENDING UPON WIND ZONE

AND LOCAL CONDITIONS)

EXTEND MEMBRANE TO

BELOW NAILER AND SECURE

CONTINUOUS TAPERED WOOD

SHIM (E.G., BEVELED CEDAR

SIDING)

WOOD NAILER

THERMOPLASTIC ROOF MEMBRANE

THERMAL INSULATION

ROOF DECK

FASTENERS APPROX. 6"

[152mm] O.C.

FLASHING MEMBRANE

(ADHERED TO WALL)

SEALANT (IF REQUIRED BY THE

SPECIFIC SYSTEM)

SEE SINGLE-PLY TABLE 7

FOR PERIMETER SECUREMENT

OPTIONS

TOP LAYER OF INSULATION CAN BE EITHER THERMAL INSULATION OR COVERBOARD INSULATION.3.

SLIP SHEET MAY BE REQUIRED BELOW MEMBRANE WHEN OVERLAYING SOME INSULATIONS OR SUBSTRATES.4.

TPO MEMBRANE

TPO BONDING ADHESIVE

8" M

IN

. A

BO

VE

F

IN

IS

HE

D

RO

OF

R

EQ

UI

RE

D

NOTES:

1. REFER TO MANFACTURERS WEBSITE FOR MOST

CURRENT INFORMATION.

2. REGULAR MAINTENANCE OF COUNTERFLASHING

AND SEALANTS REQUIRED.

3. METAL COUNTERFLASHING SHALL BE 24 GAUGE

PRE-FINISHED STEEL OR .032" MIN. ALUMINUM

FORMED WITH HEMMED LOWER EDGE.

4. INSTALL METAL WORK IN ACCORDANCE WITH

CURRENT SMACNA RECOMMENDATIONS.

APPROPRIATE FASTENER 12" O.C. MAX.

CONTINUOUS BEAD OF AP SEALANT

OR HIGH GRADE SEALANT

WALLS

USE APPROPRIATE

BASE TIE-IN

CONTINUOUS BEAD OF AP SEALANT

OR HIGH GRADE SEALANT

METAL COUNTERFLASHING 3" MIN. FACE. .

(SEE NOTE #2 & #3)

FLASHING TO BE CUT INTO WALL

TPO WALKWAY PAD ROLL

HEAT WELD ALL EDGES OF THE WALKWAY

PAD TO THE TPO MEMBRANE

NOTES:

1. REFER TO MANUFACTURER FOR MOST CURRENT

INFORMATION.

2. WALKWAY SECTION SHOULD BE SPACED PROPERLY

TO ALLOW FOR DRAINAGE. SPACE BETWEEN

WALKWAY SECTIONS TO BE 1" MIN. TO 3" MAX.

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SCALE: NONE

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SCALE: NONE

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SCALE: NONE

A3

TERMINATION AND REGLET

SCALE: NONE

A4

TYP. ROOF DRAIN

SCALE: NONE

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PARAPET CAP & FLASHING

SCALE: NONE

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JUDGES

CHAMBERS

216A

COURTROOM

CORRIDOR

217A

217D

219A

219B

217C 217B

219D

219C

215A207B

205A

205203

203B

203A

131A

208B

208A

228 227

207A

207C

CORR.

CORRIDOR

ROTUNDA

CORRIDOR

CORR.

STAGE

AUDITORIUM

ELEV.

209`

CORR.

STOR.

210A

COVERED PORCH DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

UP UP

DOWN TO

BASEMENT

OPEN TO

BELOW226

RAMP DOWN TO

BASEMENT

MATCH LINE (SEE DETAIL #1, SHEET A205)

A-003

J R

A

J R

A

D J M

D A

C A

X

X X

X X

X X

W I N

D O

W

O

S

T O

R A

T I O

N

S

T

F

L O

O R d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

E D

A S

B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

F I

M

E

D W

N

B

Y

D E

S I G

N E

D

B

Y

R E

L E

A S

C K

D

B

Y

W O

D

M

B E

R

C O

N T

R A

M

B E

R

D R

A W

I N

G

C

O D

E

D A

T E

PROJECT NUMBER

F S

N

D

C

B

A

1 2 3 4 5

X I I

X

I

X

IX

V

I

I

I

V

I

I

V I

V

I

V

III

I

I

I

B

U

I

R

O

I N

T

B

A S

E

S

T

O N

I O

S A

M

H

O U

S T

O N d

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I V

I L

E

N G

I N

E E

R

S

Q

S A

N

A

N T

O N

I O

T

X

SCALE:

" = 1'-0"

20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

WINDOWS AND DOORS RESTORATION MAIN FLOOR

NORTH

TYMX160008

GENERAL NOTES:

1. ALL EXTERIOR WINDOWS TO BE RESTORED

2. ALL EXTERIOR DOORS TO BE RESTORED

B U

I L

D I N

G

O

F G

I N

G

R

E P

A I R

R E

P L

A C

E M

E N

T

J O

I N

T

B

A S

E

S

T

O N

I O

A R

C H

I T

E C

T U

R A

L

W I N

D O

O

S

T O

R A

T I O

N

M

A

O

O R

102103104

114 115 116

124 125

130131132

135136137

LEGEND

DOORS

WINDOWS

6A 6B

7A

DNDN

UP

BI-0001-J

BI-0001-H

CONF. RM.

CORR.

CORR.

200E

CORR

CORR.

CORR.

CORR.

CORR.

ROOM

CONFERENCE

313A

318C315

300A300301302

303A

318A

318A

303B

ROTUNDA

(OPEN TO BELOW)

STAGE

BELOW

AUDITORIUM

ROOF OF

FIRST FLOOR

BELOW

ROOF OF

FIRST FLOOR

BELOW

ELE.

BI-0001-H

308 310

ROOF ACCESS

DOORS

A-004

J R

A

J R

A

D J M

D A

C A

X

X X

X X

X X

W I N

D O

O

S

T O

R A

T I O

N

N

D

F

L O

O R d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

E D

A S

B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

F I

M

E

D W

N

B

Y

D E

S I G

N E

D

B

Y

R E

L E

A S

C K

D

B

Y

W O

D

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B E

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C O

N T

R A

M

B E

R

D R

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I N

G

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O D

E

D A

T E

PROJECT NUMBER

F S

N

D

C

B

A

1 2 3 4 5

X I I

X

I

X

IX

V

I

I

I

V

I

I

V I

V

I

V

III

I

I

I

B

U

I

R

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I N

T

B

A S

E

S

T

O N

I O

S A

M

H

O U

S T

O N d

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S

Q

S A

N

A

N T

O N

I O

T

X

SCALE:

" = 1'-0"

20'0 8' 32'4'

NORTH

TYMX160008

GENERAL NOTES:

1. ALL EXTERIOR WINDOWS TO BE RESTORED

2. ALL EXTERIOR DOORS TO BE RESTORED

KEYED NOTES:

1. REPAIR OBSERVATION DECK FRENCH DOORS AND ACCESS

DOORS TO ORIGINAL CONDITION, CLEAN TO BARE METAL,

REMOVE GLASS AND GLAZING MATERIAL, REPAIR THE

OPERATING MECHANISM AND HARDWARE TO OPERABLE

CONDITION OR REPLACE TO MATCH ORIGINAL, REPLACE

BROKEN PANES, REGLAZE, AND PAINT FRAME. PAINT ON DOOR

FRAMES CONTAINS LEAD. PROVIDE 3/4" PLYWOOD AS

TEMPORARY COVERS FOR DOORS THAT ARE REMOVED.

PROVIDE WEATHER-STRIPPING AT OBSERVATION DECK ACCESS

DOORS. (DAY WORK)

B U

I L

D I N

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E N

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J O

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B

A S

E

S

T

O N

I O

A R

C H

I T

E C

T U

R A

L

W I N

D O

O

S

T O

R A

T I O

N

O

O

W E

R

SCALE:

" = 1'-0"

A2

WINDOWS AND DOORS

RESTORATION TOWER

SCALE:

" = 1'-0"

A1

WINDOWS AND DOORS

RESTORATION 3RD FLOOR

246247248249201202203204205

212 239

213 238

214 237

215 236

216 235

217 234

218 233

219 232

220 231

207208 244 243

228223

224 225

211 240

227226

245206

221 230

T01

T07

T06

T04

T05

T02

T03

T1

LEGEND

DOORS

WINDOWS

SCALE:

" = 1'-0"

A3

WINDOWS AND DOORS

RESTORATION TOWER

A-201

J R

A

J R

A

D J M

D A

C A

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X X

X X

X X

N O

R T

H

E

L E

V A

T I O

N d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

E D

A S

B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

F I

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N

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B

Y

R E

L E

A S

C K

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Y

W O

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I N

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T E

PROJECT NUMBER

F S

N

D

C

B

A

1 2 3 4 5

X I I

X

I

X

IX

V

I

I

I

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I

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V I

V

I

V

III

I

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I N

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A S

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I O

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I O

T

X

SCALE:

" = 1'-0"

20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

NORTH ELEVATION (FRONT)

TYMX160008

GENERAL NOTES:

1. NOTES

KEYED NOTES:

B U

I L

D I N

G

O

F G

I N

G

R

E P

A I R

R E

P L

A C

E M

E N

T

J O

I N

T

B

A S

E

S

T

O N

I O

A R

C H

I T

E C

T U

R A

L

N O

R T

H

E

L E

V A

T I O

N

+100'-6"

METEORLOGICAL

+18'-0"

SECOND LEVEL

+4'-0"

FIRST LEVEL

+0'-0"

GRADE

130131132134

135137102103104

105107108109

243244

246247248

201202203204205

207208

T07T01T02

LEGEND

DOORS

WINDOWS

A-202

J R

A

J R

A

D J M

D A

C A

X

X X

X X

X X

S O

U T

H

E

L E

V A

T I O

N d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

E D

A S

B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

F I

M

E

D W

N

B

Y

D E

S I G

N E

D

B

Y

R E

L E

A S

C K

D

B

Y

W O

D

M

B E

R

C O

N T

R A

M

B E

R

D R

A W

I N

G

C

O D

E

D A

T E

PROJECT NUMBER

F S

N

D

C

B

A

1 2 3 4 5

X I I

X

I

X

IX

V

I

I

I

V

I

I

V I

V

I

V

III

I

I

I

B

U

I

R

O

I N

T

B

A S

E

S

T

O N

I O

S A

M

H

O U

S T

O N d

C

I V

I L

E

N G

I N

E E

R

S

Q

S A

N

A

N T

O N

I O

T

X

SCALE:

" = 1'-0"

20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

SOUTH ELEVATION (REAR)

TYMX160008

GENERAL NOTES:

1. NOTES

KEYED NOTES:

B U

I L

D I N

G

O

F G

I N

G

R

E P

A I R

R E

P L

A C

E M

E N

T

J O

I N

T

B

A S

E

S

T

O N

I O

A R

C H

I T

E C

T U

R A

L

S O

U T

H

E

L E

V A

T I O

N

+100'-6"

METEORLOGICAL

+18'-0"

SECOND LEVEL

+4'-0"

FIRST LEVEL

+0'-0"

GRADE

114115116121

123124125

224225226227

T1

T04T05

LEGEND

A-203

J R

A

J R

A

D J M

D A

C A

X

X X

X X

X X

E A

E

V A

T I O

N d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

E D

A S

B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

F I

M

E

D W

N

B

Y

D E

S I G

N E

D

B

Y

R E

L E

A S

C K

D

B

Y

W O

D

M

B E

R

C O

N T

R A

M

B E

R

D R

A W

I N

G

C

O D

E

D A

T E

PROJECT NUMBER

F S

N

D

C

B

A

1 2 3 4 5

X I I

X

I

X

IX

V

I

I

I

V

I

I

V I

V

I

V

III

I

I

I

B

U

I

R

O

I N

T

B

A S

E

S

T

O N

I O

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M

H

O U

S T

O N d

C

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I N

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Q

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N

A

N T

O N

I O

T

X

SCALE:

" = 1'-0"

20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

EAST ELEVATION

TYMX160008

GENERAL NOTES:

1. NOTES

KEYED NOTES:

B U

I L

D I N

G

O

F G

I N

G

R

E P

A I R

R E

P L

A C

E M

E N

T

J O

I N

T

B

A S

E

S

T

O N

I O

A R

C H

I T

E C

T U

R A

L

E A

E

V A

T I O

N

228229

231232233234235236237238239

241242

122126129133

T06 T05T07

LEGEND

DOORS

WINDOWS

+100'-6"

METEORLOGICAL

+18'-0"

SECOND LEVEL

+4'-0"

FIRST LEVEL

+0'-0"

GRADE

6B

A-204

J R

A

J R

A

D J M

D A

C A

X

X X

X X

X X

A

W

E S

T

E

L E

V A

T I O

N d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

E D

A S

B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

F I

M

E

D W

N

B

Y

D E

S I G

N E

D

B

Y

R E

L E

A S

C K

D

B

Y

W O

D

M

B E

R

C O

N T

R A

M

B E

R

D R

A W

I N

G

C

O D

E

D A

T E

PROJECT NUMBER

F S

N

D

C

B

A

1 2 3 4 5

X I I

X

I

X

IX

V

I

I

I

V

I

I

V I

V

I

V

III

I

I

I

B

U

I

R

O

I N

T

B

A S

E

S

T

O N

I O

S A

M

H

O U

S T

O N d

C

I V

I L

E

N G

I N

E E

R

S

Q

S A

N

A

N T

O N

I O

T

X

SCALE:

" = 1'-0"

20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

WEST ELEVATION

TYMX160008

GENERAL NOTES:

1. NOTES

KEYED NOTES

B U

I L

D I N

G

O

F G

I N

G

R

E P

A I R

R E

P L

A C

E M

E N

T

J O

I N

T

B

A S

E

S

T

O N

I O

A R

C H

I T

E C

T U

R A

L

W E

E

V A

T I O

N

+100'-6"

METEORLOGICAL

+18'-0"

SECOND LEVEL

+4'-0"

FIRST LEVEL

+0'-0"

GRADE

T1

110113

209210

212213214218219220

222223

215216217

T03 102

LEGEND

DOORS

6A

A-601

J R

A

J R

A

D J M

D A

C A

X

X X

X X

X X

W I N

D O

O

S

T O

R A

T I O

N

R

D

F

L O

O R d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

E D

A S

B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

F I

M

E

D W

N

B

Y

D E

S I G

N E

D

B

Y

R E

L E

A S

C K

D

B

Y

W O

D

M

B E

R

C O

N T

R A

M

B E

R

D R

A W

I N

G

C

O D

E

D A

T E

PROJECT NUMBER

F S

N

D

C

B

A

1 2 3 4 5

X I I

X

I

X

IX

V

I

I

I

V

I

I

V I

V

I

V

III

I

I

I

B

U

I

R

O

I N

T

B

A S

E

S

T

O N

I O

S A

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H

O U

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O N d

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Q

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N

A

N T

O N

I O

T

X

SCALE: NONE

A1

WINDOW ELEVATIONS & SCHEDULE

TYMX160008

GENERAL NOTES:

1. ALL EXTERIOR WINDOWS TO BE RESTORED TO ORIGINAL

WORKING CONDITION AND APPEARANCE.

2. REMARKS ON SCHEDULE INDICATE CONDITION OF WINDOWS/

FRAMES.

3. ALL WINDOW FRAMES ARE TO BE REMOVED FROM OPENINGS

AND HAULED TO A SHOP TO BE WORKED ON. ONCE

RESTORED AND PAINTED; FRAMES ARE TO BE REINSTALLED

INTO SAME OPENING THEY WERE REMOVED FROM. ALL WALL

REPAIRS/ PATCHING MUST MATCH EXISTING WALL

CONDITIONS ON THE INTERIOR AND THE EXTERIOR WALL

OPENING.

4. ALL GLASS IS TO BE REMOVED FROM FRAME, CLEANED AND

REINSTALLED INTO FRAME.

5. ALL GLASS GLAZING IS ASBESTOS AND TO BE HANDLED

ACCORDINGLY. DISPOSE OF PROPERLY. USE NON-ASBESTOS

GLAZING TO REINSTALL GLASS.

6. WINDOW FRAMES ARE BE CLEANED DOWN TO METAL. SEE

SPECIFICATIONS FOR METAL FINISH AND PAINTING.

7. ALL WINDOW FRAMES CONTAIN LEAD PAINT AND MUST BE

HANDLED AND WORKED ON ACCORDINGLY.

8. REPLACE ANY BROKEN GLASS WITH SAME THICKNESS AND

LIKE TYPE OF GLASS.

9. ANY WINDOWS/ WINDOW FRAMES DAMAGED DURING

REMOVAL MUST BE REPAIRED. REPLACEMENT OF WINDOW

FRAMES IS NOT ACCEPTABLE.

10. REPAIR/ WELD ANY DAMAGED FRAME, MOUNTING FINS/

ANGLES FOR FRAME REINSTALL. CONTRACTOR TO INCLUDE 4

WELDED ANGLES/MOUNTING FINS FOR EACH WINDOW FRAME

AS PART OF THE WORK.

11. WINDOW FRAME REMOVAL AND REINSTALL TO BE PHASED

WORK IN OCCUPIED OFFICE SPACE APPROVED BY THE

GOVERNMENT AND BUILDING OCCUPANTS.

B U

I L

D I N

G

O

F G

I N

G

R

E P

A I R

R E

P L

A C

E M

E N

T

J O

I N

T

B

A S

E

S

T

O N

I O

A R

C H

I T

E C

T U

R A

L

W I N

D O

W

E

L E

V A

T I O

H

E D

U

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0931 dr1.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0932 dr2.JPG C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0935 dr3.JPG C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0936 dr4.JPG C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0937 dr5.JPG C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0938 dr6.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0939 dr7.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0942-door 8.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0945-Inside dr1 Edited.jpg

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0946-Inside dr8 edited.jpg

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0943-inside dr3 edited 2.jpg

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\100_0280-Tower Drs edited.jpg

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0933 dr3.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0934 dr3.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0838.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0941basement dr left facing.JPG

C:\Users\johnny.r.almaguer\Desktop\Bldg 100 Door Pics\IMG_0940 dr121.JPG

A-602

J R

A

J R

A

D J M

D A

C A

X

X X

X X

X X

A

D

O O

R

S

C H

E D

U

P

C

T U

R E

S d w g

R A

Q U

H

E R

N A

N D

E Z

D

2 3 4 5

C

B

A

D a t e

A P

P R

O V

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B

U I L T

A p p r o v a l

D a t e

D e s c r i p t i o n

R e v

Sheet of

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SCALE: NONE

A1

DOOR SCHEDULE PICTURES

TYMX160008

GENERAL NOTES:

1. RESTORE DOORS AS PER REMARKS ON SCHEDULE AND AS

PER SPECIFICATIONS PROVIDED

2. ALL DOORS ARE HISTORICAL AND ANY DEVIATION FROM

PROPOSED WORK IS REQUIRED TO BE APPROVED BY THE

GOVERNMENT & STATE HISTORICAL PRESERVATION OFFICE

(SHPO).

3. STAIN & PAINT COLORS AS SELECTED BY THE GOVERNMENT &

APPROVED BY SHPO.

B U

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S

1 2 3 4 5 6 7 8 9 9 DOME DOORS

1 3 8

INSIDE INSIDE INSIDE

ROOF ACCESS

DOOR

DOOR SCHEDULE

DOOR NUMBER REMARKS

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN SAND & RESTAIN DOOR, CLEAN THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN SAND & PAINT DOOR, CLEAN THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING, INCLUDES TRANSOM

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN SAND & PAINT DOOR, CLEAN THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING, , INCLUDES TRANSOM

CLEAN, SAND, RESTAIN, REFINISH DOOR TO DARKER COLOR CONSISTENT WITH OTHER ENTRY DOORS.

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN SAND & PAINT DOOR, INSTALL NEW THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING, INCLUDES TRANSOM

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, ISNTALL NEW THRESHOLD, CLEAN SAND & PAINT DOORS

6A CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, ISNTALL NEW THRESHOLD, CLEAN SAND & PAINT DOORS

6B CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, ISNTALL NEW THRESHOLD, CLEAN SAND & PAINT DOORS

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, ISNTALL NEW THRESHOLD, CLEAN SAND & PAINT DOORS

7A CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN SAND & PAINT DOOR, INSTALL NEW THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN, SAND & RESTAIN DOOR, CLEAN THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING, INCLUDES TRANSOM

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN, SAND & RESTAIN DOOR, CLEAN THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING, REPAIR SCREEN DOOR & HARDWARE STAIN DOOR, INCLUDES TRANSOM

DOME DOORS

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN SAND & REPAINT DOOR, CLEAN REPAIR THRESHOLD, ROOF STAIR

CLEAN REPAIR HARDWARE TO INCLUDE ALL LOCKS ARE FUNCTIONAL, INSTALL WEATHERSTRIPPING, INSTALL DOOR SWEEP, CLEAN DOOR, ROOF ACCESS

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, REPAIR DOORS TO FUNCTIONAL USE, REPAIR DAMAGED DOOR, CLEAN SAND & PAINT DOOR- BOTH SIDES, BSMT DR 1

CLEAN REPAIR HARDWARE, INSTALL NEW WEATHERSTRIPPING, CLEAN SAND & PAINT DOOR, INSTALL NEW THRESHOLD, POLISH BRASS, SEE SPECS FOR PROTECTIVE COATING

7A

BASEMENT

DOOR 1

ROOF STAIR

ACCESS DR

6A & 6B SIM

JUDGES

CHAMBERS

216A

COURTROOM

CORRIDOR

217A

217D

219A

219B

217C 217B

219D

219C

215A207B

205A

205203

203B

203A

131A

208B

208A

228 227

207A

207C

CORR.

CORRIDOR

ROTUNDA

CORRIDOR

CORR.

STAGE

AUDITORIUM

ELEV.

209`

CORR.

STOR.

210A

COVERED PORCH DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

UP UP

DOWN TO

BASEMENT

OPEN TO

BELOW226

RAMP DOWN TO

BASEMENT

MATCH LINE (SEE DETAIL #1, SHEET A205)

A-603

XX

J R

A

J R

A

D J M

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C A

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U I L T

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D a t e

D e s c r i p t i o n

R e v

Sheet of

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PROJECT NUMBER

F S

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B

A

1 2 3 4 5

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SCALE:

" = 1'-0"

20'0 8' 32'4'

SCALE:

" = 1'-0"

A1

WINDOWS AND DOORS

PHASING MAIN FLOOR

NORTH

TYMX160008

GENERAL NOTES:

1. WINDOW PHASING IS INDICATED BY DASHED LINES.

WORK ON THESE WINDOWS NEED TO BE SCHEDULED

AS INDIVIDUAL WORK AT ANY ONE TIME.

CONTRACTOR TO SUBMIT WORK PLAN TO BE

APPROVED BY THE GOVERNMENT AND OCCUPANTS.

2. OFFICE AREAS WILL BE OCCUPIED. SPACES WILL BE

VACATED BASED ON APPROVED WORK PLAN..

3. A SEPARATE WORK PLAN WILL BE SUBMITED BY THE

CONTRACTOR FOR WORK ON DOORS AND APPROVED

BY THE GOVERNMENT AND OCCUPANTS.

4. CONTRACTOR TO PROVIDE WARNING/ PEDESTRIAN

TRAFFIC SIGNAGE AT INTERIOR AND EXTERIOR OF

BUILDNG FOR ENTRY AND EGRESS REQUIREMENTS

DURING WORK ON DOORS

5. MAIN BUILDING ENTRY DOORS CANNOT BE WORKED

ON AT THE SAME TIME. CONTRACTOR TO WORK THIS

INTO THE PLAN.

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102103104

114 115 116

124 125

130131132

135136137

6 7

6A 6B

7A

AREA K

AREA K

AREA M

AREA N

AREA O

AREA P

AREA Q

AREA L

ROOF ACCESS

DNDN

UP

BI-0001-J

BI-0001-H

CONF. RM.

CORR.

CORR.

200E

CORR

CORR.

CORR.

CORR.

CORR.

ROOM

CONFERENCE

313A

318C315

300A300301302

303A

318A

318A

303B

ROTUNDA

(OPEN TO BELOW)

STAGE

BELOW

AUDITORIUM

ROOF OF

FIRST FLOOR

BELOW

ROOF OF

FIRST FLOOR

BELOW

ELE.

BI-0001-H

308 310

A-604

XX

J R

A

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A

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PROJECT NUMBER

F S

N

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B

A

1 2 3 4 5

X I I

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V

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SCALE:

" = 1'-0"

20'0 8' 32'4'

NORTH

TYMX160008

B U

I L

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G

R

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SCALE:

" = 1'-0"

A3

WINDOWS AND DOORS

PHASING TOWER

SCALE:

" = 1'-0"

A1

WINDOWS AND DOORS

PHASING 3RD FLOOR

SCALE:

" = 1'-0"

A2

WINDOWS AND DOORS

PHASING TOWER

246247248249201202203204205

207208 244 243

228223

224 225

227226

245206

221 230

T01

T07

T06

T04

T05

T02

T03

T1

GENERAL NOTES:

1. WINDOW PHASING IS INDICATED BY DASHED LINES.

WORK ON THESE WINDOWS NEED TO BE SCHEDULED

AS INDIVIDUAL WORK AT ANY ONE TIME.

CONTRACTOR TO SUBMIT WORK PLAN TO BE

APPROVED BY THE GOVERNMENT AND OCCUPANTS.

2. OFFICE AREAS WILL BE OCCUPIED. SPACES WILL BE

VACATED BASED ON APPROVED WORK PLAN..

3. A SEPARATE WORK PLAN WILL BE SUBMITED BY THE

CONTRACTOR FOR WORK ON DOORS AND APPROVED

BY THE GOVERNMENT AND OCCUPANTS.

4. CONTRACTOR TO PROVIDE WARNING/ PEDESTRIAN

TRAFFIC SIGNAGE AT INTERIOR AND EXTERIOR OF

BUILDING FOR ENTRY AND EGRESS REQUIREMENTS

DURING WORK ON DOORS

5. DOME AREA WINDOWS AND DOORS TO BE WORKED

ON FIRST THEN OTHER FLOORS.

6. DOME HATCH TO BE MADE LOCKABLE AND

FUNCTIONAL, EXISTING HARDWARE TO BE REPAIRED..

PROVIDE WEATHERSTIPPING AND SEALS AROUND

HATCH..

AREA A

AREA B

AREA J

AREA H

AREA C

AREA D

AREA D

AREA G

AREA E

AREA F

AREA D