MEN

211

WOMEN

212

16/A5.02

17/A

5.02

15/A

5.02

13/A5.02

1'-6"

3'-6 1/2"

1'-6 1/2"

1'-6 1/2"

1'-11 3/4"

3'-1 1/2"

2'-0"

C

L

3'-6 1/2"

10/A5.02

12/A5.02

11/A

5.02

08/A

5.02

1'-6"3'-6 1/2"

1'-3 1/2" 1'-3 1/2"

1'-6 1/2" 2'-6" 2'-0"

3'-7"

5'-0"

CLR

3'-0"

R.O 4"

2'-6"

R.O

5'-2"

1'-4 1/4"

2'-5"

6'-5"

3'-3 1/2"

5'-7"

3'-7"

5'-0"

CLR

4"

4" MAX

4" M

AX

5'-0"

CLR

5'-0"

CLR

C

L

C

L

C

L

C

L

09/A

5.02

14/A5.02

A

A

3'-0"

R.O

F3

F3

F1

F1

F1

FD

FD

1'-3 3/4"

F3

6'-4"

5'-5 1/2"

5'-0"

C

ALIGN

ALIG

N

ALIG

N

ALIG

N

4"

4"

C

L

C

A

A

A

A

A

A

ELEV.

EQ

.E

Q.

F2

F2

F2

F2

5

F3

F2

22.04

9.19

9.19

9.19

8.08

9.19

9.19

14.01

8"

WOMEN

315

MEN

314

12/A5.04

13/A

5.04

11/A

5.04

10/A5.04

1'-6" 3'-7 1/2" 1'-6 1/2" 1'-6 1/2" 2'-1 1/4" 4'-0" 2'-0"

3'-7"

5'-0"

CLR

6'-3"

3'-1"

6'-0"

3'-11 1/2"

6'-2"

6'-1"

3'-6 1/2"

4"

2'-6"

R.O

4"

C

L

3'-7"

1'-6"

3'-6 1/2"

1'-6 1/2"

1'-6 1/2"

2'-0"

3'-9 3/4"

2'-0"

5'-0"

CLR

5'-0"

4" MAX

4" M

AX

17

/A

5.0

4

18/A5.04

16/A5.04

14

/A

5.0

4

5'-1"

CLR

5'-0"

CLR

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

15

/A

5.0

4

09/A5.04

A

A

F3

F3

3'-0"

R.O

3'-0"

R.O

F1

F1

F1

FD

FD

2'-3"

5'-6"

5'-0"

ALIG

N

ALIG

N

ALIG

N

3'-5 1/2"

C

A

A

A

A

C

ELEV.

F3

4

8.08

F2

F2

F2

F2

9.19

9.19

F2

9.19

14.01

9.19

22.04

8"

8"

X:\1608 211 N

. A

lam

o B

uilding\E

. D

raw

ings\D

R 5 C

onstruction D

ocum

ents\D

R 5.1 A

rch\2 A

utoC

AD

\A

C 1 A

ctive\3. S

HE

ET

S\1 C

urrent S

et\W

ed, 22 M

ar 2017 - 7:45pm

C

B

A

1320 East Houston St, Suite 102San Antonio, TX 78205

T 210.226.5500F 210.226.5501www.douglasarchitects.net

SEAL

SHEET NUMBER

PROJECT SHEET NAMEOWNER STRUCTURAL ENGINEERARCHITECT

PROJECT STATUS

QUALITY SERVICES INTERNATIONAL, LLC

Contact: Brandon McClellan314 E. Commerce Street, Suite 500San Antonio, TX 78205T: 210.212.8784E: brandon.mcclellan@qsillc.com

LUNDY & FRANKE ENGINEERING, INC.

Contact: Shawn Franke549 Heimer Rd.San Antonio, TX 78232T: 210.979.7900E: mcada@lundy.cc

M.E.P. ENGINEERR.G.M. ENGINEERING

Contact: Roger Mendez700 N. St. Mary's, Suite 1225San Antonio, TX 78205T: 210.299.4522E: roger@rgmengineering.net

CIVIL ENGINEERPAPE-DAWSON ENGINEERS

Contact: Chris Orem2000 NW Loop 410San Antonio, TX 78213T: 210.375.9000

211 N. ALAMO BUILDING

211 N. ALAMO ST.SAN ANTONIO, TX 78205

ADDENDUM 3MARCH 22, 2017

Project No.: 1608Project Architect: Andrew Douglas, AIAProject Manager: Darian Mason

NO. DATE

2 3 4 51

2 51

C

B

A

1

ISSUANCE

OCTOBER 4, 2016 Demolition Permit Issuance

03/22/2017

3 4

2 OCTOBER 7, 2016 Demolition Addendum

KEYNOTES

3 DECEMBER 6, 2016 Permit SetAddendum 24 JANUARY 31, 2017

DIVISION 02 EXISTING CONDITION

2.01 EXPOSED INTERIOR FACE OF EXTERIOR WALL TO BE CLEANED AND PREPPED. FOR FINISH AS

SCHEDULED. REMOVE ALL LOOSE PLASTER.

2.02 EXISTING FLATWORK TO REMAIN. PROTECT AS REQ'D. DURING CONSTRUCTION.

2.03 EXISTING FIRE STAIR TO REMAIN. RESTORE AND PAINT AS REQ'D. (REF. STRUCTURAL)

2.04 EXISTING CANOPY TO REMAIN. TO RESTORE AND PAINT.

2.05 EXISTING LIGHT TO REMAIN.

2.06 EXISTING SUB-GRADE BOILER ROOM TO REMAIN.

2.07 EXISTING TRANSIT STOP TO REMAIN. PROTECT AS REQ'D. DURING CONSTRUCTION.

2.08 EXISTING TRAFFIC CONTROL TO REMAIN. PROTECT AS REQ'D. DURING CONSTRUCTION.

2.09 EXISTING STANDPIPE TO REMAIN. PROTECT AS REQ'D. DURING CONSTRUCTION.

2.10 EXISTING PARAPET WALL.

2.11 EXISTING DECORATIVE DOOR FRAME TO REMAIN. RESEAL PERIMETER OF OPENING. REPAIR TO

MATCH ORIGINAL DETAIL. REFER TO PAINTING & COATING SPEC.

DIVISION 03 CONCRETE

3.03 NEW CURB CUT PROVIDED FOR GARAGE ACCESS. ALIGN CUTS W/ DOOR OPEN (REF.

CIVIL)

3.04 NEW DRIVEWAY. (REF. CIVIL)

3.05 NEW SIDEWALK. (REF. CIVIL)

3.06 NEW CONCRETE SLAB. 2% ACCESSIBLE SLOPE TO BE PROVIDED FROM

DOORWAY AT ENTRY TO EXISTING CONCRETE SIDEWALK. (REF. CIVIL)

DIVISION 04 MASONRY

4.01 RESTORE EXISTING MASONRY. CLEAN EXISTING BRICK MASONRY, REPAIR AND

RE-POINT.PROVIDE PENETRATING SEALER. REF. TO SPECIFICATIONS.

4.02 RE-GROUT EXISTING MORTAR THAT DOES NOT MATCH.

4.03 RESET AND REPAIR ANY DAMAGED / LOOSE INTERIOR SHELL MASONRY.

4.04 EXISTING GLAZED PARAPET CAP. RESTORE AND RE-GROUT.

4.05 NEW MASONRY PATCH @ PREV. OPENING, MATCH SURROUNDING MASONRY.

4.06 NEW CAST STONE CORNICE. (REF. DETAIL 2/A7.04)

4.07 SALVAGE EXISTING BRICK TO USE AT BASEMENT.

4.08 NEW CAST STONE PARAPET CAP.

4.09 EXISTING PLASTER AT ENTRY TO BE PAINTED. REF. ELASTOMERIC COATING SPEC.

4.10 NEW CAST STONE MASONRY BAND. RESTORE EXISTING MASONRY BAND IN GOOD

CONDITION.

4.12 PLASTER BASE TO BE PAINTED.REF. TO ELASTOMERIC COATING SPEC.

4.13 NEW CAST STONE BASE TO MATCH EXISTING PROFILE

4.14 EXISTING CORNICE TO REMAIN. CLEAN AND RESTORE.

4.15 NEW BRICK MASONRY

DIVISION 05 METALS

5.01 METAL FRAMING (REF. STRUCTURAL).

5.02 NEW 1 1/2" DIA. STL. HANDRAIL. PAINT.

5.03 NEW 1 1/2" DIA. STL. HANDRAIL SUPPORT POST. PAINT. (REF. TO DET. 13/A7.06)

5.04 METAL ROOF.

5.05 NEW GALV. METAL DRAIN COVER PLATE. MATCH EXISTING. (REF. CIVIL)

5.06 EXISTING STL. GUARDRAIL. PAINT.

5.07 EXISTING CANOPY SUPPORT BRACKET, SEE STRUCTURAL. (REF. DET 4/A7.04)

5.08 STEEL TUBE FRAMING (REF. STRUCTURAL)

5.09 NEW EXTERIOR CANOPY. REFER TO 5/A7.04 (REF.STRUCTURAL)

5.10 EXISTING METAL BRACKET FOR FUTURE SIGNAGE TO REMAIN. PAINT.

DIVISION 06 WOOD, PLASTICS AND COMPOSITES

6.01 EXISTING WOOD JOIST STRUCTURE TO REMAIN. PROTECT AS REQ'D.

6.02 PROVIDE NEW WOOD DECKING AS REQ'D. DECKING SIZE AND PROFILE TO MATCH EXISTING.

6.03 NEW WOOD PLANK SUSPENDED CEILING.

6.04 MILLWORK COUNTERTOP.

6.05 MILLWORK CABINETRY.

6.06 NEW WOOD BASE.

6.07 NEW WOOD TRIM.

6.08 NEW WOOD WAINSCOT.

6.09 NEW WOOD STAIR (REF. A7.06 & A7.07)

6.10 NEW RAMP.

6.11 NEW WOOD FLOORING.

6.12 ROUGH CARPENTRY/BLOCKING

6.13 ¾” PLYWOOD

DIVISION 07 THERMAL AND MOISTURE PROTECTION

7.01 METAL WALL PANEL

7.02 STYRENE - BUTADIENE - STYRENE MODIFIED BITUMINOUS ROOFING (SBS)

7.03 NEW ROOF HATCH AND ACCESS LADDER. (VERIFY LOCATION)

7.04 NEW “ICE & WATER SHIELD” PEAL & STICK MEMBRANE.

7.05 BITUMINOUS DAMP-PROOFING.

7.06 POLYSTYRENE BOARD INSULATION (R?).

7.07 BATT INSULATION.

7.08 NOT USED.

7.09 SHEET METAL FLASHING AND TRIM.

7.10 METAL DOWNSPOUT.

7.11 METAL LEADER BOX WITH OVERFLOW SCUPPER

7.12 PROVIDE FIRE-STOPPING AT EXPOSED OPENINGS BETWEEN FLOORS, EXISTING FIRE RATED

WALL ASSEMBLIES, AND EXISTING FIRE RATED CEILING ASSEMBLIES. FIRE STOPPING TO

MATCH REQUIRED RATING AT FIRE BARRIER.

7.13 JOINT SEALANT.

7.14 RUBBERIZED ASPHALT MEMBRANE

7.15 PRE-FINISHED BREAK METAL FASCIA TO MATCH ROOF FINISH

7.16 PRE-FINISHED DRIP TO MATCH ROOF FINISH

7.17 PRE-FINISHED COUNTER FLASHING TO MATCH ROOF

7.18 PRE-FINISHED METAL SOFFIT PANEL

DIVISION 08 OPENINGS

8.01 NEW ALUM. CLAD WOOD WINDOW AS SCHEDULED.

8.02 NEW DOOR AS SCHEDULED.

8.03 NEW STOREFRONT AS SCHEDULED.

8.04 NEW TRANSOM WINDOW AS SCHEDULED.

8.05 EXISTING DOOR TO REMAIN, CLEAN & PREP FOR NEW FINISH &

HARDWARE. PROVIDE HARDWARE AS SCHEDULED.

8.06 PREFORMED METAL PANEL ROOFING.

8.07 NEW DOOR AS SCHEDULED ON MAGNETIC HOLD OPEN.

8.08 NEW CEILING MOUNTED SMOKE AND FIRE PROTECTIVE CURTAIN ASSEMBLY.

(REF.DETAIL 1/A6.02)

8.10 NEW PLASTER TO MATCH EXISTING.

8.11 STRUCTURAL GLASS CANOPY.

8.13 MODIFY EXISTING WALL / FRAMING TO ACHIEVE PARTITION TYPE F2 (2 HR. RATING.)

8.14 1 HR. CEILING ASSEMBLY.

8.15 DOOR AND FRAME AS SCHEDULED.

8.16 FURNITURE WALL SYSTEM. (N.I.C)

8.17 CHASE OPENING. (REF. MECHANICAL).

8.18 FURR DOWN. (SEE ELEVATIONS)

8.19 LOUVERED OPENING. (REF. TO MECH.)

DIVISION 09 FINISHES

9.01 CLEAN / PREP. / PAINT EXISTING STEEL COLUMN.

9.02 PAINT EXISTING STAIR / STEEL STRUCTURE.

9.03 PAINT EXISTING ELEVATOR STRUCTURE.

9.04 RE-PLASTER ALL WINDOW SILLS AND BRICK LEDGES.

9.05 NEW MORTAR CAP W/ ELASTOMERIC COATING.

9.06 PROVIDE NEW PLASTER AT INTERIOR OF SHELL WALL AS REQ'D. TEXTURE TO MATCH EXISTING

ADJACENT.

9.07 PAINT EXISTING PLASTER WALLS. PATCH, PREP AND TEXTURE AS REQUIRED TO MAINTAIN A

UNIFORMED APPEARANCE.

9.08 EXISTING PLASTER AT CEILINGS AND AROUND STRUCTURE TO BE PATCHED AND PREPPED FOR

FINISH TO MEET UL LISTED 1 HR FIRE RATING

9.09 PAINT EXISTING DOOR AND FRAME. RESEAL PERIMETER OF OPENING.

9.10 ACOUSTIC CEILING TILE AS SCHEDULED/ SPECIFIED.

9.11 PAINTED GYPSUM CEILING.

9.12 PAINT WOOD WINDOWS AND ASSOCIATED TRIMS.

9.13 EXTERIOR FLOOR TILES AS SCHEDULED

9.14 PAINT EXISTING GYPSUM WALL. PATCH, PREP AND TEXTURE AS REQUIRED TO MAINTAIN A

UNIFORMED APPEARANCE.

9.15 RESTORE EXISTING PLASTER

9.16 NEW PLASTER OVER EXISTING MASONRY

9.17 NEW ENTRY TILE

9.18 NEW CHANNEL REVEAL

9.19 EXISTING ELEVATOR SHAFT WALL ASSEMBLY TO BE MODIFIED TO MEET F2 PARTITION TYPE.

ADD REQUIRED GWB AND FIRE SEALS TO ATTAIN REQUIRED RATING.

DIVISION 10 SPECIALTIES

10.01FIRE EXTINGUISHER CABINET AS SPECIFIED

10.02FUTURE SIGNAGE (N.I.C)

10.03BUILDING SIGNAGE TO BE PROVIDED BY OWNER. (N.I.C.)

10.04 TOILET PARTITIONS

10.05 LOCATE GRAB BAR AS NOTED ON A0.01. PROVIDE BLOCKING AS REQUIRED.

DIVISION 14 CONVEYING EQUIPMENT

14.01PROVIDE COMPLETE REFURBISHMENT OF EXISTING ELEVATOR FINISHES, SIGNALS, AND CALL

BUTTONS. REF. FINISH SCHEDULE.

14.02NEW WHEELCHAIR LIFT

DIVISION 22 PLUMBING

22.01NEW PLUMBING FIXTURES. (REF. PLUMBING)

22.02NEW FLOOR DRAIN.

22.03NEW WATER FOUNTAIN (PAIR).

22.04MOP SINK. (REF. PLUMBING)

22.05NEW ROOF DRAIN

22.06 NEW OVERFLOW DRAIN (REF. MEP)

DIVISION 23 HVAC

23.01 NEW HVAC MINI PACKAGE UNIT

23.02MECHANICAL EQUIPMENT (REF. MEP)

DIVISION 26 ELECTRICAL

26.02NEW LOCATION OF EXISTING ELECTRICAL PANEL. (REF. ELEC.)

26.03OUTLET LOCATION.

Bid Set5 JANUARY 31, 20176 MARCH 22, 2017 Addendum 3

3

ENLARGED PLANS -

SECOND & THIRD

LEVEL RESTROOMS

SECOND FLOOR ENLARGED RESTROOM PLAN

1

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

THIRD FLOOR ENLARGED RESTROOM PLAN

2

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

ON TR H ON TR H

PF-1

PF-1

PF-1

PF-1

PF-1

PF-1

PF-5

PF-5

PF-3

PF-3

PF-2

PF-2

PF-2

PF-2

PF-2

PF-2

RA-5

RA-5

RA-5

RA-5

RA-6

RA-6

RA-10

RA-6

RA-4

RA-4

RA-4

RA-10

RA-10

RA-6

RA-10

RA-10

RA-10

RA

-10

RA

-10

RA-10

RA-10

RA-1

RA-1 RA-8

RA-7

RA-7

RA-7

RA-7

RA-10

RA-10

FLOOR PLAN LEGEND

EXISTING MASONRY WALL FD FLOOR DRAIN

FIRE STOP ALL PENETRATIONS @ FLOOREXISTING STUD WALL

RA-1 RA-8

RA-1

RA-8

RA-1

RA-8

RA-1

D204

D203

D201

D204

ABOVE

D301

D301

ABOVE

D204

D203

5'-0"

3

A4.01

TYP.

3

A4.01

TYP.

RA-4

A4.02

RA-10

RESTROOM NOTES

1. SEE A4.01 FOR PLUMBING FIXTURE AND RESTROOM ACCESSORY SCHEDULES.2. FOR ALL NEW PENETRATIONS THROUGH THE SLAB CARE MUST BE TAKEN TO

MINIMIZE DAMAGE TO THE SLAB. FOR SMALL ROUND CORES NO ADDITIONALREINFORCEMENT IS NEEDED. CONSULT THE STRUCTURAL ENGINEER FORLARGER SQUARE OPENINGS.

4

A7.02

4

A7.02

4

A7.02

4

A7.02

10.05

10.05

10.05

10.05

10.05

10.05

1. PROTECT EXISTING TRANSIT STOP DURING CONSTRUCTION.

2. PREP ALL EXISTING EXPOSED METALS TO RECEIVE NEW FINISH.

3. REFER TO STRUCTURAL FOR REQ'D. PANEL AND STOREFRONT

SUPPORT. CONTRACTOR TO NOTIFY ARCHITECT OF ANY REQ'D.

MODIFICATIONS DUE TO EXISTING CONDITIONS.

4. ALL EXPOSED END-GRAIN CUTS TO BE PRIMED AND PAINTED.

5. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE

NOTED.

6. SEE SHEET A6.03 FOR WINDOW SCHEDULE

7. FOR ALL NEW PENETRATIONS THROUGH THE SLAB CARE MUST

BE TAKEN TO MINIMIZE DAMAGE TO THE SLAB. FOR SMALL

ROUND CORES NO ADDITIONAL REINFORCEMENT IS NEEDED.

CONSULT THE STRUCTURAL ENGINEER FOR LARGER SQUARE

OPENINGS.

GENERAL NOTES

3