Attachment2-Drawings-W912C322R0006-RepairsBLDG206-20220701.pdf

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OUTSIDE DIAMETER

OPENING

OUTSIDE BLADE DAMPER

PLATE

PRELIMINARY

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

POINT OF VERTICAL CURVE,

REFERENCE, REFER TO

REINFORCEMENT

REVISION

ROOM

SCHEDULE

SECTION

SHEET

POUNDS PER SQUARE FOOT

RADIUS, RISER, RUBBER SHEATH

SPLITTER DAMPER

CKT

CLG

CMU

COL

CONC

CND,C

CONN

CONST

COND

D

L

C

DEPTH, DEEP, DEGREE OF CURVATURE

GB

GW

GPM

GR

GRD

CONCRETE MASONRY UNITS

CONCRETE

CONDUCTOR

CONNECTION

CONSTRUCTION

COLUMN

CONDUIT

CENTERLINE

CEILING

CIRCUIT

GALV

GA, G

FT

FL

FIN

FFE

GYPSUM BOARD

GALLONS PER MINUTE

GROUND WATER

GRADE

GROUND

NTS

NO

NIC

FLOOR, FLASHING

GAGE

FOOT, FEET

GALVANIZED

FINISHED FLOOR ELEVATION

FINISH

N, NW

MISC

MTD

MECH

MIN

MAX

LED

NOT IN CONTRACT

NUMBER

NOT TO SCALE

SHT

NORTH, NEW

MISCELLANEOUS

MOUNTED

MAXIMUM

MECHANICAL

MINIMUM

LIGHTING EMITING DIODE

RM

SD

REINF

REV

SCH, SCHED

SECT

R

RE, REF

PSF

DET, DTL

EL, ELEV

EXIST, EX, E

LIST OF ABBREVIATIONS

A/C

AFF

AP

ARR

ARCH

ALT

A.B.I.

AL, ALUM

AMP,A

APPROX

BLDG, B

CC,CTC

B, BOT

AWG

BD

BUILDING

CENTER TO CENTER

BOARD

ALUMINUM

ARRESTOR

ALTERNATE

ACCESS PANEL

APPROXIMATE

ARCHITECTURAL

ABOVE FINISH FLOOR

AMERICAN WIRE GAGE

BOTTOM

AMPERE

EW

ELEC

EMT

D PNL

DWG

EA

DN

D, DIAM.

DIM

ACOUSTICAL BATT INSULATION

AIR CONDITIONING

ELECTRICAL METALLIC TUBING

ELECTRIC, ELECTRICAL

EACH WAY

EXISTING

ELEVATION

DISTRIBUTION PANEL

EACH

DRAWING

DIAMETER

DIMENSION

DOWN

KW

L

LBS

KV

KVA

JB

DETAIL

KILOVOLT-AMPERE

LENGTH, LENGTH OF CURVE

KILOVOLT

KILOWATT

POUNDS

JUNCTION BOX

PL

PSI

PRELIM

PVC

OD

OBD

OPNG

UNDERGROUND

TRANSFORMER

VENT, VOLT, VALVE

VITRIFIED CLAY PIPE

WATERPROOF, WEATHERPROOF

ANGULAR

WIDTH, WASTE, WATER, WATT, WEST

XFMR

WT WEIGHT

VERT

W

WP

W/

VCP

V

UG

TON

WITH

VERTICAL

TONELATE

SPECIFICATION

STRUCTURE, STRUCTURAL

STAINLESS STEEL

TOP, TANGENT

THREE POLE

TUBULAR STEELTS

3/P

STRUCT

STD

T

SW

STL

SQ

SS

STANDARD

STEEL

SWITCH

SQUARE

SPEC

BW BOTH WAY

CFM CUBIC FEET PER MINUTE

NOTE: SOME ABBREVIATIONS LISTED ARE NOT CONTAINED IN THESE DRAWINGS

EMB

EMBBEDED

EF

EACH FACE

ETC ETCETERA

C7 CIRCUIT NUMBER

FD

FLEXIBLE DUCT

FDB

FARENHEIT DRY BULB

FWB

FARENHEIT WET BULB

H, HGT, HT

HEX HEXAGONAL

HEIGHT

IN

ID INSIDE DIAMETER, INSIDE DIMENSION

INCH

@ AT

NUMBER, POUND

Ø

DIAMETER

MD MANUAL DAMPER

MBH MEGA BRITISH HOUR

GI

GALVANIZED IRON

IN C.W. INCH COLD WATER

LT LIGHT

AND

3W

THREE WAYS

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

90°

ANGLE DEGREE

RATED LOAD AMPERERLA

RETURN REGISTERRR

RETURN GRILLERG

ROOF TOP UNITRTU

HP HORSEPOWER

F

FARENHEIT

STO STORAGE

TYP TYPICAL

P

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R

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Driving Range

Golf

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SOUTH TERM

INAL RD.

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BORINQUENEER RD.

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Golf Course

COURT NO. 1

COURT NO. 2

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E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

C O

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GROUND

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S T

PRNG

REDINESS CENTER

S A

N T

IA

G

O S

T

SANTIAGO ST.

130.8849

BORINQUENEER GATE

ELEMENTARY SCHOOL

HIGH SCHOOL

NEW DPW

FACILITY

MAXIE WILLIAMS

JR FIELD

Softball Field

GOLF COURSE

Basketball

Aqua Park

L A K E

MIDDLE SCHOOL

1,000,000 GAL.

WATER TANK

20 MVA SUBSTATION

LAS COLINAS

ELEMENTARY SCHOOL

NEW ANTILLES

Basketball Playground

Softball

Softball

Court

USAR

CENTER

Baseball

Picnic

FAC NO. 7

Picnic

PX

79 80

68 66

807812

255 254

218 220

525 523

396366

1234 1231

829 831

Area

Maxie Williams Parking

10771075

Court

COMMISSARY AND PX

WASH

RACK

820821

01094

PN218

PN202

PN1140

PN376

PN192

353 357

354 356

PN021

PN1339

PN404

PN404

10741138

1134 1132

1152 1154

PN354

PN355

Tennis

Tennis

F1094

10291037

105610571058

P1029

PLAY COURT

RW

Ply

PN218

PN224

PN566 PN152

P1068

PN239

P

PN025

PN148

P N

PN148

PN183 PN292

PN

PN152

01003

Area

PN614

PN363

Ply 006

P N

Skate Park

Ply 01 Ply 02Ply 04

Ply 05

Ply 03

PN39

PN353

236241

PN348

328PN1300

PN

PN067

PN399

RT 039

WIND TURBINE 2

WIND TURBINE 1

CONTRACTOR 'S STAGING AREA

FD TRAINING AREA

AAFES CONTAINER 'S STORAGE SITE

500,000 GAL.

WATER TANK

(VACANT)

Soldiers Plaza

NEW CDC YC

Aparatus Bldg.

R

O

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DE DIEGO EXPRESSWAY ( ROAD NO PR-28 )

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B-7

B-1

B-9

B-5

B-2

B-6

B-8

B-10

B-11

B-3

B-4

B

B B

PUNTA BORINQUEN

(FORMER RAMEY U.S. AIR FORCE BASE)

SCALE IN MILEC A R I B B E A N S E A

P U E R T O R I C O

SALINAS

TRAING AREA

5 0

N

5 10

A T L A N T I C O C E A N

FORT BUCHANAN

SAN JUAN

U. S. NAVAL STATION

ROOSEVELT ROADS

DPW ENGINEERING DIVISION

RECOMMENDED APPROVAL:

ANIBAL NEGRON

DIRECTOR OF PUBLIC WORKS

LUIS E. TORRES

ENGINEERING DIVISION CHIEF

PROJECT TEAM

PROJECT MANAGER

CIVIL / ARCH. / DESIGN DEVELOPMENT

MECHANICAL DESIGN

ELECTRICAL & FIRE PROTECTION DESIGN

GOV REP

REVISIONS

REV. NO. DATE APPD. BY

SCALE: N.T.S.

T-1

OF

DRAWING #:DPW- 008

PROJECT #: 008

IJO:

DATE: APRIL/2022

SHEET TITLE NAME

PROJECT NAME

FT. BUCHANAN, PUERTO RICO

SOUTH TERMINAL ROAD

ENVIRONMENTAL DIVISION (DPW)

ACTIVITY

O&M DIVISION (DPW)

MASTER PLANNING (DPW)

ENERGY MANAGER (DPW)

PHYSICAL SECURITY (DES)

POLICE SERVICES (DES)

SAFETY OFFICE

FIRE DEPARTMENT (DES)

FORCE PROTECTION (DPTMS)

NETWORK ENTERPRISE CENTER

(NEC)

TENANT

PRINT NAME INITIALS DATE

GENERAL REPAIRS TO BUILDING 206

FORT BUCHANAN, PUERTO RICO

INDEX OF DRAWINGS

DRAWING NO.

T-1

D-1

A-1

TITLE

TITLE SHEET, LOCATION SITE MAPS & DRAWING INDEX

EXISTING AND DEMOLITION WORKS PLAN, ELEVATION AND NOTES

PROJECT SITE LOCATION

FORT BUCHANAN SITE MAP

GENERAL REPAIRS

TO BLDG. 206

ED-1 ELECTRICAL DEMOLITION PLAN

EI-1 ELECTRICAL INSTALLATION PLAN KITCHENETTE AND BATHROOM AREA

NEW WORKS BUILDING PLAN AND ELEVATIONS

F.ZAYAS.

F.ZAYAS.

C.IRIZARRY.

A.GONZALEZ.

SHEET NO.

TITLE SHEET, LOCATION SITE

MAPS & DRAWING INDEX

A-2

BATHROOM AND KITCHENETTE LAYOUT AND ELEVATIONS

APPROVED BY:

X

D o u b l e a g l e v e n u e

D a v i s t

H e n r y t

H

H

H

H

H

H

F r e e d o m s a t e w a y

H

H

H

H

H

231 223

218 220

Site Location

A-3

WINDOWS AND DOORS DETAILS, ELEVATIONS, SCHEDULES AND NOTES

FP-1 FIRE PROTECTION NEW WORKS9

A.MOJICA.

EI-2 ELECTRICAL INSTALLATION PLAN OFFICE AND RADIO ROOM AREA8

CONTRACTOR STAGING AREA

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EL

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TORO

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CREEK

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BAILEY RD.

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CERRO

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DOÑA JUANA ST.

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CERRO PUNTA ST.

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PUNTA ST.

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SPC VEGA GATE

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EL

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TORO

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CREEK

DPW ENGINEERING DIVISION

ANIBAL NEGRON

DIRECTOR OF PUBLIC WORKS

LUIS E. TORRES

ENGINEERING DIVISION CHIEF

PROJECT MANAGER

MECHANICAL DESIGN

ELECTRICAL DESIGN

GOVERNMENT REPRESENTATIVE:

REVISIONS

REV. NO. DATE APPD. BY

DRAWING #: DPW-2022-008

PROJECT #: 08

IJO:

DATE: APRIL, 2022

SHEET TITLE NAME

PROJECT NAME

FT. BUCHANAN, PUERTO RICO

GENERAL REPAIR

TO BUILDING 206

CIVIL / ARCH. / DESIGN DEVELOPMENT

SCALE: AS SHOWN

OF

F.ZAYAS.

F.ZAYAS.

X

A.GONZALEZ.

C.IRIZARRY.

RECOMMENDED APPROVAL:

APPROVED BY:

FIRE PROTECTION DESIGN

A.MOJICA.

E-3

E-1

E-4

E-2

1 2 1 2 1 2

1 2 1 2

22 2 2

3 3 3

3 3 3 3 3

5 55

5 5 5

1 2 1 2 1

1 2

2 2 2

3 3 3

3 3

3 3 3

2 5

2 2

3 3

1 2

3 3

1/4" = 1'-0"

DEMOLITIONS WORKS FLOOR PLAN

DEMOLITION NOTES:

REMOVE AND DISPOSE EXISTING SECURITY GRILLS AND ANCHOR BOLTS

REMOVE AND DISPOSE EXISTING ALUMINUM WINDOWS

DEMOLISH CEMENT PLASTER MOLDING LOCATED BELOW THE EXTERIOR WINDOW OPENINGS

REMOVE ACRYLIC PLY ON TWO SMALL OPENING

REMOVE AND DISPOSE EXISTING METAL DOOR AND FRAME, INCLUDE SAW CUT TO AVOID DAMAGE TO THE WALL

REMOVE AND STORE ON PLACE EXISTING ALARM MAGNET.

REMOVE CEMENT PLASTER DAMAGED BY METAL CONDUIT CORROSION

REMOVE AND DISPOSE EXISTING TOILETS AND FLUSH VALVES

REMOVE AND DISPOSE EXISTING LAVATORIES, FAUCET, P-TRAP PIPE, WATER SHUT-OF VALVES AND FLEXIBLE

CONNECTIONS

REMOVE AND STORE FOR REUSE EXISTING TOILET PAPER, TOWER PAPER AND SOAP HOLDER DISPENSERS

EXISTING CONCRETE BLOCK WALL WITH SECURITY GRILL AND GYPSUM BOARD WALL TO BE DEMOLISHED

REMOVE AND DISPOSE EXISTING TOILET PARTITION DOOR

REMOVE AND DISPOSE EXISTING 2'X4' REFLECTED CEILING

EXISTING AND DEMOLITION

WORKS PLAN, ELEVATIONS

AND NOTES

CAP POTABLE WATER SUPPLY PIPE AND SANITARY SEWER PIPE WERE NO TOILET SHALL BE INSTALL

CAP POTABLE WATER SUPPLY PIPE AND SANITARY SEWER PIPE WERE NO LAVATORY SINK SHALL BE INSTALL

REMOVE AND DISPOSE ALUMINUM AND GLASS ENTRANCE DOOR

REMOVE AND DISPOSE EXISTING WALL BASE

1/8" = 1'-0"

BUILDING ELEVATION E-1

1/8" = 1'-0"

BUILDING ELEVATION E-2

1/8" = 1'-0"

BUILDING ELEVATION E-3

1/8" = 1'-0"

BUILDING ELEVATION E-4

GENERAL NOTES:

THE BUILDING SHALL BE KEEP IN OPERATION, CONTRACTOR SHALL PREPARE THE CONSTRUCTION PROGRESS

SCHEDULE IN COORDINATION WITH C.O.R. & TENANT.

THE DESIGNATED AREA FOR INSTALLATION OF TEMPORARY WAREHOUSE TRAILER SHALL BE AT CONTRACTORS

STAGING AREA, SEE PROJECT SITE LOCATION MAP.

A

B

C

CONTRACTOR SHALL INCLUDE TEMPORARY PORTABLE RESTROOMS, ONE FOR CONSTRUCTION PERSONNEL AND

ONE FOR GOVERNMENT EMPLOYEES, INCLUDING PORTABLE SANITIZER STATIONS.

REMOVE THE CEMENT PLASTER AT OPENING TO BE SEALED WITH CONCRETE BLOCKS

D-1

D

CONTRACTOR SHALL OBTAIN GENERAL CONSOLIDATED PERMIT APPROVAL, PREPARE THE WORKING AREA FOR

DEBRIS REMOVAL. IMPLEMENT DUST CONTROL, MONITOR AIR QUALITY, DISPOSE GENERATED WASTE AS PER

ENVIRONMENTAL QUALITY BOARD (JCA), PROVIDE FINAL ENVIRONMENTAL REPORT AND COMPLY WITH ALL

INCIDENTAL WORK ASSOCIATED WITH DEMOLITION DEBRIS REMOVAL PROCESS.

CONTRACTOR SHALL SCARIFY THE SURFACE OF THE ENTRANCE RAMP TO

REPAIR THE 1" STEP WITH CONCRETE BASED MATERIAL. SEE SCOPE OF WORK

FOR MORE DETAILS.

HATCH INDICATE

DEMOLITION AREAS.

REMOVE AND DISPOSE EXISTING ACRYLIC VISION PANEL AND LOW PARTITION SECTION..

20 SCARIFY THE SURFACE OF THE ENTRANCE RAMP TO RECEIVE 1" CONCRETE TOPPING.

21 EXISTING SECURITY GRILL TO BE REMOVE AND STORAGE.

DIRECTOR OF PUBLIC WORKS

LUIS E. TORRES

ENGINEERING DIVISION CHIEF

PROJECT MANAGER

MECHANICAL DESIGN

ELECTRICAL DESIGN

GOVERNMENT REPRESENTATIVE:

REVISIONS

REV. NO. DATE APPD. BY

DRAWING #: DPW-2022-008

PROJECT #: 08

IJO:

DATE: APRIL, 2022

SHEET TITLE NAME

PROJECT NAME

FT. BUCHANAN, PUERTO RICO

GENERAL REPAIR

TO BUILDING 206

CIVIL / ARCH. / DESIGN DEVELOPMENT

SCALE: AS SHOWN

OF

F.ZAYAS.

F.ZAYAS.

X

A.GONZALEZ.

C.IRIZARRY.

RECOMMENDED APPROVAL:

APPROVED BY:

FIRE PROTECTION DESIGN

A.MOJICA.

E-3

E-1

E-4

E-2

7 8

8 9

1'

1'

8 9

1/4" = 1'-0"

NEW WORKS FLOOR PLAN

1/8" = 1'-0"

BUILDING ELEVATION E-1

1/8" = 1'-0"

BUILDING ELEVATION E-2

1/8" = 1'-0"

BUILDING ELEVATION E-3

1/8" = 1'-0"

BUILDING ELEVATION E-4

NEW WORKS BUILDING PLAN

AND ELEVATIONS

A-1

NEW WORK NOTES (THIS SHEET ONLY):

NEW SINGLE HOLLOW METAL DOOR AND FRAME INCLUDING HARDWARE.

NEW STORE FRONT ALUMINUM AND GLASS DOUBLE DOOR (BLAST RESISTANT).

1'

MODIFY THE WINDOWS OPENING WITH CONCRETE BLOCK TO INSTALL NEW WINDOWS, APPLY CEMENT

PLASTER ON BOTH SIDES. SEE TYPICAL CONC. BLOCK OPENING SEAL DETAILS IN THIS SHEET.

FILL WINDOWS OPENING WITH CONCRETE BLOCK AND APPLY CEMENT PLASTER FINISH TO

MATCH EXISTING SURFACE.

ALL EXTERIOR WALLS SURFACE SHALL BE PAINTED WITH ONE COAT OF PRIMER AND TWO COAT

OF FINISH PAINT. CONTRACTOR SHALL REQUEST GOVERNMENT COLOR SELECTION.

ALL INTERIOR WALLS SURFACE SHALL BE PAINT, ONE COAT OF PRIMER AND TWO COAT OF

FINISH PAINT. CONTRACTOR SHALL REQUEST GOVERNMENT COLOR SELECTION.

NEW ACOUSTIC CEILING INCLUDING 2' X 2' CEILING TILES, SUSPENDED SYSTEM AND

ACCESSORIES.

INSTALL NEW COMPOSITION VINYL TILES 12" X 12" X

" COMMERCIAL GRADE SIMILAR OR EQUAL TO

ARMSTRONG EXCELON. COLOR TO BE SELECTED BY GOVERNMENT.

INSTALL NEW 4" RUBBER WALL BASE, COLOR TO BE SELECTED BY GOVERNMENT.

NEW CONCRETE BLOCK WALL COVERED WITH CEMENT PLASTER ON BOTH SIDE. SEE TYPICAL

BLOCK WALL SECTION BELOW.

EXISTING SECURITY GRILL TO BE INSTALL OVER THE NEW FLOOR LEVEL.

N.T.S.

CONCRETE BLOCK INSTALLATION DETAILS

12 NEW GALVANIZED AND GLASS VISION PANEL 36" X 36" AT 30" HIGH FROM FINISH FLOOR.

CONTRACTOR SHALL COORDINATE WITH C.O.R. THE EXACT LOCATION.

13 NEW GYPSUM BOARD WALL 7'-0" HIGH, SEE DETAILS ON SHEET A-3.

14 AREA REPAIR WITH CONCRETE TOPPING TO ELIMINATE THE 1" STEP AT ENTRANCE DOOR.

15 REPLACE EXISTING ACOUSTICAL CEILING TILES 2' X 4' ONLY.

16 FLOOR AREAS TO BE FILL WITH REINFORCED CONCRETE SLAB (MORE INFORMATION ON SHEET A-3).

17 CONTRACTOR SHALL CLEANING THE AIR CONDITIONING SYSTEM (SEE MECHANICAL SCOPE OF WORK

FOR MORE DETAILS).

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KITCHENETTE

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BATHROOM

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WIRE A.S.T.M. A-22-79 T

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REINFORCEMENT STEEL

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DRILL 3"

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NEW 4" WINDOW SILL

4 # 3 REBARS

DIRECTOR OF PUBLIC WORKS

LUIS E. TORRES

ENGINEERING DIVISION CHIEF

PROJECT MANAGER

MECHANICAL DESIGN

ELECTRICAL DESIGN

GOVERNMENT REPRESENTATIVE:

REVISIONS

REV. NO. DATE APPD. BY

DRAWING #: DPW-2022-008

PROJECT #: 08

IJO:

DATE: APRIL, 2022

SHEET TITLE NAME

PROJECT NAME

FT. BUCHANAN, PUERTO RICO

GENERAL REPAIR

TO BUILDING 206

CIVIL / ARCH. / DESIGN DEVELOPMENT

SCALE: AS SHOWN

OF

F.ZAYAS.

F.ZAYAS.

X

A.GONZALEZ.

C.IRIZARRY.

RECOMMENDED APPROVAL:

APPROVED BY:

FIRE PROTECTION DESIGN

A.MOJICA.

A2 E4

E1

E3

E2

A2 E7

E5

E6

19 19

30 21

Acoustic Ceiling

ACCESSORIES SCHEDULE

NEW 80 CFM EXHAUST FAN SIMILAR OR EQUAL TO BROAM RB80

NEW A.D.A. ELONGATED TOILET WITH MANUAL FLUSH VALVE AND DRAINAGE FLANGE

NEW TWO WALL TOILET BAR 48" X 36" & L-SHAPED SHOWER BAR 16' X 32"

NEW SURFACE MOUNTED WASTE RECEPTACLE

INSTALL TOILET TISSUE DISPENSER PREVIOUSLY REMOVED AND STORED

NEW STAINLESS STEEL HOOK STRIP

NEW A.D.A. LAVATORY WITH FAUCET, SHUT-OFF VALVES, FLEXIBLE CONNECTIONS,

DRAINAGE PIPE & CARRIER

NEW STAINLESS STEEL ANGLE FRAME FIXED-POSITION TILT MIRROR 24"X36"

INSTALL SOAP DISPENSER PREVIOUSLY REMOVED AND STORED

NEW TOILET SEAT COVER DISPENSER14

NEW VINYL FLOOR TILES WITH 4" WALL BASE OVER NEW REINFORCED CONCRETE FLOOR

TOPPING

NEW COMPACT FOLDING SEAT

NEW RECESSED SHAMPOO SOAP SHOWER NICHE SHELF GLOSS WHITE

INSTALL PAPER TOWEL DISPENSER PREVIOUSLY REMOVED AND STORED

NEW 24" SURFACE MOUNTED SQUARE TOWEL BAR16

NEW SHOWER PAN , SHOWER FAUCET SYSTEM WITH 8" SHOWER HEAD/HAND SHOWER,

PLASTIC CURTAIN AND STAINLESS STEEL ROD

NEW WORK NOTES FOR BATHROOM ONLY:

NEW ACOUSTICAL CEILING IN 2'X2' TILES AND GRID SYSTEM. SEE DETAILS ON SHEETA-3

NEW CERAMIC FLOOR TILES 8" x 18" INSTALLED OVER NEW 6" REINFORCED CONCRETE

FLOOR TOPPING

NEW CERAMIC WALL TILES 8' X 18" INCLUDING CERAMIC TILE COVE BASE

NEW KITCHEN SINK WITH PULL DOWN KITCHEN FAUCET, SHUT-OFF VALVES, FLEXIBLE

CONNECTIONS AND DRAINAGE PIPE.

INSTALL SOAP DISPENSER PREVIOUSLY REMOVED AND STORED

PAPER TOWEL DISPENSER PREVIOUSLY REMOVED AND STORED

NEW WORK NOTES FOR KITCHENETTE ONLY:

NEW ACOUSTIC CEILING IN 2'X2' TILES AND GRID SYSTEM. SEE DETAILS ON SHEET A-3

NEW WALL KITCHEN CABINET IN LAMINATED PVC

NEW BASE KITCHEN CABINET IN LAMINATED PVC

NEW KITCHEN SINK IN STAINLESS STEEL, DOUBLE BASIN SIMILAR OR EQUAL TO

ELKEY DAYTON D-225192

NEW KITCHEN SINK FAUCET PULL DOWN, SHIELD SPRAY AND MAGNETIC DOCKING

SPRAY HEAD, SIMILAR OR EQUAL TO DELTA 9182-PR-DST.

NEW SOLID SURFACE POLYMER RESIN COUNTER TOP WITH 4" INTEGRAL BACKSPLASH

NEW STAINLESS STEEL WALL MOUNTED TABLE SIMILAR OR EQUAL TO TABCO FSS-W-243

24"X36"

ELECTRIC REFRIGERATOR NOT INCLUDED IN CONTRACT

BATHROOM AND

KITCHENETTE LAYOUT

NOTES AND ELEVATIONS

1/2" = 1'-0"

BATHROOM ELEVATION E-1

1/2" = 1'-0"

BATHROOM ELEVATION E-2

1/2" = 1'-0"

BATHROOM ELEVATION E-3

1/2" = 1'-0"

BATHROOM ELEVATION E-4

1/2" = 1'-0"

KITCHENNETE ELEVATION E-7

1/2" = 1'-0"

KITCHENNETE ELEVATION E-5

1/2" = 1'-0"

KITCHENNETE ELEVATION E-6

A-2

GENERAL NOTES FOR ACCESSORIES & EQUIPMENT

INSTALLATION:

CONTRACTOR SHALL COORDINATE WITH C.O.R. THE ACCESSORIES AND

EQUIPMENTS LOCATION BEFORE INSTALLATION

A

CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR THE KITCHENETTE CABINETS

FABRICATION

B

C ALL ACCESSORIES AND EQUIPMENT INSTALLATION SHALL COMPLY WITH THE

DISABLED REGULATIONS (ADA) REGARDING HEIGHTS AND LATERAL SPACES

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SURFACE MOUNTED TOWEL PAPER DISPENSER (PREVIOUSLY REMOVED AND STORAGED).

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DESCRIPTION

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ITEM

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QTY

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SURFACE MOUNTED TOILET TISSUE DISPENSER (PREVIOUSLY REMOVED AND STORAGED).

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REMARKS

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INSTALL HANDICAPPED APPROVED. SEE SPECS.

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INSTALLATION ONLY.

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INSTALLATION ONLY.

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NEW TWO WALL TOILET BAR 48" X 36" & L-SHAPED SHOWER BAR 16' X 32"

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NEW SURFACE MOUNTED WASTE RECEPTACLE

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12 GALLONS CAPACITY.

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NEW STAINLESS STEEL HOOK STRIP

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NEW STAINLESS STEEL ANGLE FRAME FIXED-POSITION TILT MIRROR 24"X36"

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SURFACE MOUNTED SOAP DISPENSER (PREVIOUSLY REMOVED AND STORED)

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NEW TOILET SEAT COVER DISPENSER

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NEW COMPACT FOLDING SEAT

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NEW RECESSED SHOWER SHAMPOO AND SOAP NICHE

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INSTALL HANDICAPPED APPROVED. SEE SPECS.

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INSTALLATION ONLY.

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SURFACE MOUNTED.

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SEE MORE INFO. ON SPECS.

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NEW 24" SURFACE MOUNTED SQUARE TOWEL BAR

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SURFACE MOUNTED.

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SEE MORE INFO. ON SPECS.

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SEE MORE INFO. ON SPECS.

AutoCAD SHX Text NEW SHOWER PAN , SHOWER FAUCET SYSTEM WITH 8" SHOWER HEAD/HAND SHOWER, PLASTIC CURTAIN AND STAINLESS STEEL ROD

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SEE MORE INFO. ON SPECS.

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DIRECTOR OF PUBLIC WORKS

LUIS E. TORRES

ENGINEERING DIVISION CHIEF

PROJECT MANAGER

MECHANICAL DESIGN

ELECTRICAL DESIGN

GOVERNMENT REPRESENTATIVE:

REVISIONS

REV. NO. DATE APPD. BY

DRAWING #: DPW-2022-008

PROJECT #: 08

IJO:

DATE: APRIL, 2022

SHEET TITLE NAME

PROJECT NAME

FT. BUCHANAN, PUERTO RICO

GENERAL REPAIR

TO BUILDING 206

CIVIL / ARCH. / DESIGN DEVELOPMENT

SCALE: AS SHOWN

OF

F.ZAYAS.

F.ZAYAS.

X

A.GONZALEZ.

C.IRIZARRY.

RECOMMENDED APPROVAL:

APPROVED BY:

FIRE PROTECTION DESIGN

A.MOJICA.

METAL DOOR & FRAME DETAILS

DOOR FRAME F-1, JAMB DETAIL JD-1 &

HEAD DETAIL HD-1

ANSI/DHI A115.1 STRIKE

UNIVERSAL 4 7/8"

4 1/2" HINGE DETAIL

RUBBER MUTES

ADJUSTABLE ANCHOR

ALUMINUM & GLASS DOOR (TYPE C)

DOOR SILL DS-1, THRESHOLD DETAIL

HOLLOW METAL DOOR (TYPE B) HOLLOW METAL DOOR (TYPE A)

DOOR FRAME F-1, JAMB DETAIL JD-2 &

HEAD DETAIL HD-2 AT GYPSUM BOARD WALL

TYPICAL GYPSUM WALL SECTION

LINTEL & JAMB DETAIL (TYP)

TYPICAL DOOR FRAMING

GYPSUM WALL DETAIL (TYP)

NEW WINDOWS AND DOORS SHALL BE SIMILAR OR EQUAL TO THE

C.R.LAURENCE U.S. ALUMINUM PRODUCT.

WINDOWS AND DOORS NOTES:

CONTRACTOR SHALL VERIFY ALL OPENINGS DIMENSIONS AND QUANTITIES.

EACH WINDOW SHALL INCLUDE INSECT SCREEN.

WINDOWS AND DOORS FABRICATION SHOP DRAWINGS SUBMITTAL SHALL

INCLUDE THE FINAL DIMENSION OF EACH OPENING AND QUANTITIES FOR

GOVERNMENT APPROVING.

CONTRACTOR SHALL VERIFY THE WINDOWS AND DOORS OPENING

DIMENSIONS TO AVOID DEMOLITION AND POSSIBLE STRUCTURAL DAMAGE

TO THE WALLS.

WINDOWS AND DOORS DETAILS,

ELEVATIONS, SCHEDULES, NOTES

AND ACOUSTICAL CEILING

DETAILS

A-3

NEW ALUMINUM THRESHOLD FOR DOOR MK'D 1 SHALL BE SIMILAR OR EQUAL

TO CRL 5" PANIC TYPE BY C.R. LAURENCE COMPANY.

7 HOLLOW METAL FRAME ON DOOR MK'D 1 SHALL INCLUDE JAMB AND LINTEL

WEATHERSTRIP SIMILAR OR EQUAL TO ZERO 8303 AA AND 2-1/2" OVERHEAD RAIN

DRIP SIMILAR OR EQUAL TO PEMCO 346C48.

HOLLOW METAL FRAMES SHALL BE FILLET WITH CONCRETE GROUT

SIMILAR OR EQUAL TO QUIKRETE GENERAL PURPOSE GROUT MFG

#15850. APPLY EPOXY BONDING PRODUCT TO THE OLD CONCRETE

SURFACE SIMILAR OR EQUAL TO INTERSTATE PRODUCT, POWER

PATCH CONCRETE EPOXY KIT.

WINDOW MARKED "D" SHALL HAVE 6" X 2" GAUGE 16 GALVANIZED

FRAME WITH GLAZING BEAD AND

" SAFETY GLASS WITH PASS THRU

OPENING AND SPEAK THRU GRILL.

NOT TO SCALE

ACOUSTICAL CEILING DETAILS AND NOTES

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WINDOW SIZE

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UNIT PER

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MATERIAL

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MARK

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WINDOW SCHEDULE

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REGULATION SINGLE HUNG BLAST RESISTANT.

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OPENING

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ALUMINUM &

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UNITS

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OPENINGS

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QUANTITY

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ALUMINUM &

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REGULATION SINGLE HUNG BLAST RESISTANT.

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ALUMINUM &

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GLASS

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REGULATION SINGLE HUNG BLAST RESISTANT.

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REGULATION SINGLE HUNG BLAST RESISTANT.

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REGULATION FIXED BLAST RESISTANT.

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REGULATION HORIZONTAL SLIDING BLAST RESISTANT.

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ALUMINUM &

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METAL &

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GALVANIZED METAL FRAME (2"X5") WITH MOLDING

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& 1/4" CLEAR SECURITY GLASS

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INCLUDE PASS THRU OPENING & SPEAK THRU GRILL.

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MORTAR

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(BOTH SIDES)

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WALL FINISH

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SEALANT

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FILL WITH CONCRETE

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NOT TO SCALE

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TYPICAL EACH HINGE

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ADJUSTABLE ANCHOR

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#18 GA. CORNER REINF.

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AND STRIKE JAMB

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WELDED TO JAMB

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SIGN DETAIL RESTROOM ONLY

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DESCRIPTION:

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SIGNS

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IDENTIFICATION SIGNS SHALL BE PLASTIC

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2-LAYER WHITE ON BLUE, ENGRAVED TO SHOW WHITE

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LETTERS ON BLUE BACKGROUND AND SHALL BE

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1/4" INCH THICK

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SIGN FOR ROOM NAME = HELVETICA MEDIUM 1"

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INCH CAPITAL LETTER

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SINGLE DOOR (MEN & WOMEN RESTROOM).

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TO LEGEND AND DETAIL.

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OF HEIGHT FROM CENTER OF SIGN TO FINISH FLOOR

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ELEVATION AT DOOR CENTER (SEE DETAIL)

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PROVIDE ONE SIGN ROOM NAME FOR BATHROOM

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SIZE FOR ROOM NAME SIGN SHALL BE ACCORDING

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ROOM SIGNS SHALL BE INSTALLED AT 5'-6"

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EXISTING WALL

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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METAL FRAME

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MEN & WOMAN HANDICAP ACCESSIBLE PICTOGRAMS

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RESTROOM SIGNS WITH ADA COMPLIANT BRAILLE;

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METAL DOOR

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NEW

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VINYL FLOORING

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EXISTING

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EXTERIOR FLOOR

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WOMEN

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WOMAN

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JAMB OR LINTEL

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NEW ALUMINUM

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THRESHOLD

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NEW HOLLOW

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NOT TO SCALE

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5/8" GYPSUM

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(3) PER JAMB

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(BOTH SIDES)

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METAL STUDS

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SEALANT

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JAMB ANCH

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INSULATION

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ACOUSTICAL BATT

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NOT TO SCALE

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BOARD, BOTH SIDES

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DOUBLE STUDS & TREATED

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METAL FRAME

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WOOD AT DOOR FRAME

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MEN

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RESTROOM

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RESTROOM

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DOOR SIZE

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TYPE

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DOOR

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QTY.

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DET

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JAMB

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DET

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HEAD

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TYPE

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FRAME

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REMARKS

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DET

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SILL

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SET

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HDW.

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HD-1

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MARK

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DOOR

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DOOR SCHEDULE

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JD-1

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GALVANIZED HOLLOW METAL DOOR AND

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SEE

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SPECS

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AS PER

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MFR SPECS.

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DS-1

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FRAME, LEVER BORED LOCK.

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WHITE ALUMINUM & GLASS DOUBLE DOOR

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AS PER

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MFR SPECS.

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HD-2

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JD-2

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GALVANIZED HOLLOW METAL DOOR WITH

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LOUVER, FRAME AND LEVER BORED LOCK.

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ACOUSTICAL WALL INSULATION

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ACOUSTICAL BATT INSULATION (TYP)

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7'-0" TO FLOOR FINISH ELEVATION (FFE)

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5/8" GYPSUM BOARD PLY

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3" THICK GLASS OR MINERAL

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FIBER 3LB/FT MINIMUN DENSITY

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GA-18 STEEL TRACK ANCHORED

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TO FLOOR WITH EXPANSION BOLTS

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@ 24" O.C. MAXIMUM

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18 GA STEEL STUD @16" O.C.

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SEALANT

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CONT SILICONE

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CONC. (TYP)

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ANCHOR TO

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5/8" GYPSUM BOARD

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5/8" GYPSUM BOARD

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ACOUSTICAL BATT

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INSULATION (A.B.I.)

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(TYPICAL)

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STEEL STUD @ 16" OC

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3-5/8"X 1-5/8" G-18 GALV

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CHANNEL

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FIN. FLOOR

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STUD TRACK

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STIFFENER @ HINGES

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MET. STUDS @ 16"O.C.

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DBL. TRACK @ FRAME

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FRAME OPENINGS UP TO 3'-6" WIDE :

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JAMBS : PROVIDE 14 GA. DOUBLE STUDS @ 16" O.C.

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HEAD : PROVIDE 14 GA. DOUBLE STUDS @ 16" O.C.

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STUD FRAMING SHALL EXTEND TO CONTINUOUS TRACK ABOVE.

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CONTINUOUS TRACK

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NOT TO SCALE

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MAXIMUM, ANCHORED TO

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18 GA STEEL STUD @ 16" O.C.

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CONTINUOUS TOP TRACK WITH

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@ 16" O.C. GALVANIZED. USE

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1/2" LONG SELF TAPPING SHEET

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METAL SCREW ANCHORS.

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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STEEL TRACK (TYPICAL)

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3"-5/8" X 1-5/8" G-14 GALV.

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ACOUSTICAL BATT

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INSULATION (A.B.I.)

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(TYPICAL)

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BOTH SIDES (TYPICAL)

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CONTINUOUS GA-18 STEEL TRACK

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TO SUPPORT NEW VERTICAL STEEL

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STUDS FROM EXISTING WALLS.

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WITH CONTINUOUS TREATED WOOD.

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(TYPICAL)

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NOTES:

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1. PROVIDE SPLAY BRACING @ HANGER WIRES OF ALL SUSP. ACOUSTICAL

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CEILINGS NOT MORE THAN 12'-0" O.C. AND NOT MORE THAN 6'-0"

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FROM ALL WALL AND PARTITIONS. (SUBMIT LAYOUT FOR APPROVAL).

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2. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED

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WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVET,

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SCREWS PINS PLATES WITH BENT TABS OR OTHER APPROVED CONNECTORS.

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WALL TRIM

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HANGER WIRE

AutoCAD SHX Text 2' x 2' x 5/8"

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ACOUSTICAL

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12 GA. VERTICAL HANGER

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WIRES @ 4'-0" O.C.

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SEISMIC LOCKING PIN

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MAIN RUNNER

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CROSS RUNNER

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WIRE GA. 12, @ 4'-0"

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CONT. HORIZ. STRUT

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TO PREVENT SPREADING

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OF RUNNERS

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MAIN RUNNER

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GALV. STEEL SPLAY

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BRACE WIRE, GA. 12

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CROSS RUNNER

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SPLICE

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MAX

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3. CROSS AND MAIN RUNNERS SHALL BE HOT DIPPED GALVANIZED WHITE

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BAKED ENAMEL PAINTED AND HUMIDITY RESISTANT.

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GALV. STEEL HANGER

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O.C. EACH WAY

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GALVANIZED STEEL

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GALV. STEEL

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GA. 12 UP TO

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4. GRID SYSTEM: 2'-0" x 2'-0" TYPE FOR MAIN AND CROSS RUNNERS.

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PANEL

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5. INSTALL ACOUSTICAL CEILING SYSTEM AT 8'-0" ABOVE FINISHED FLOOR ELEVATION.

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SHADOW MOLDING

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6. INSTALL HUMIDITY RESISTANT 2' X 2' ACOUSTIC TILES.

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STRUCTURAL STEEL ROOF

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ROOF STRUCTURE

7. INSTALL FACED FIBERGLASS ACOUSTIC BATT INSULATION OVER CEILING SYSTEM.