36C24818R0193-002.pdf

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SAN JUAN, PUERTO RICO

10 CASIA STREET

VA CARIBBEAN HEALTHCARE SYSTEM (VACHS)

VACHS CAMPUS KEY-PLAN

GENERAL

VA REPLACEMENT OF PERIMETER FENCE

VA CARIBBEAN HEALTHCARE SYSTEM

PROJECT NO. 672-12-606

CONTRACT NO. VA248-14-J-4529

Site

GI 01

GI 02

GENERAL

GS 03

GS 02

SITE IMPROVEMENTS

GS 00

GS 04

GS 05

GS 06

Revisions: Date

VACHS, SAN JUAN, PRARCHITECT/ENGINEERS:

Office of Facilities

Management

JULY-10-2017

CONSULTANTS:

GAUTIER de TORRES ARQUITECTOS

Apartado 19357, San Juan, Puerto Rico 00910-1357

(787)724-0597, (787)724-5837, INFO@1403.NET

672-12-606

VA248-14-J-4529

100%

CONSTRUCTION

DOCUMENTS

SUBMISSION

ARCHITECTS / ENGINEERS

UPGRADE PERIMETER

FENCE

STRUCTURAL DRAWINGS

SS 00

ES - 00

ELECTRICAL DRAWINGS

ES - 01

GS 07

GS 01

OVERALL AS-BUILT - TOPOGRAPHIC

TOPOGRAPHIC & LAND SURVEY MAP

DEMOLITION DRAWINGS

GD 00

GS 08

GS 09

GS 10

GS 11

GI 033

TITLE COVER SHEET

IMAGE: ONLY FOR REFERENCE

LANDSCAPE DRAWINGS

LA 101

LA 202

LA 201

LA 203

LA 204

LA 205

LA 301

LA 302

GI 044

SS 01

SS 02

SS 03

ES - 02

ES - 03

ES - 04

ES - 05

ES - 06

ES - 07

ES - 08

ES - 09

ES - 10

Site

SS 04

GD 03

GD 02

GD 04

GD 05

GD 06

GD 01

GS 17

GS 12

GS 13

GS 14

GS 15

GS 16

GI 055

GI 06

GI 07

GI 08

GI 09

GI 10

SS 05

SS 06

SS 07

SS 08

SS 09

SS 10

LANDSCAPE ARCHITECTURE STRUCTURAL ELECTRICAL

GS 12.1

SEDIMENT CONTROL

ARCHITECTURE

LA 100

LA 206

ENLARGE TOPOGRAPHIC SURVEY MAP - AREA1

ENLARGE TOPOGRAPHIC SURVEY MAP - AREA2

ENLARGE TOPOGRAPHIC SURVEY MAP - AREA3

ENLARGE TOPOGRAPHIC SURVEY MAP - AREA4

ENLARGE TOPOGRAPHIC SURVEY MAP - AREA5

ENLARGE TOPOGRAPHIC SURVEY MAP - AREA6

GS 12.2

GS 12.3

GS 12.4

& LAND SURVEY MAP

TL 00

TL 02

TL 03

TL 04

TL 05

TL 06

TL 01

SS 06.1

SS 07.1

NUMBER OF TIMES

REVISION IS MARKED

ON THE SHEET

REVISION IDENTIFICATION

ADDENDUM REVISION

OR GENERAL REVISION

ISSUE IDENTIFICATION

ISSUE FOR PROPOSAL

FOR BIDS OR CONSTRUCTION

CHANGE IN FLOOR LEVEL

EXISTING CONDITION

DISTANCE BETWEEN

WALL LEVELS

ELEVATION

ELEVATION VIEW

DESIGNATION

DRAWING WHERE

PARTIAL OR WALL

SECTION IS DRAWN

NORTH ORIENTATION SYMBOL

CONSTRUCTION LIMIT LINE

GENERAL BUILDING SECTIION

SECTION DESIGNATION

DRAWING WHERE

SECTION IS DRAWN

PARTIAL OR WALL SECTION

PARTIAL OR

WALL SECTION

DESIGNATION

DRAWING WHERE

PARTIAL OR WALL

SECTION IS DRAWN

DETAIL DESIGNATION

DRAWING WHERE

DETAIL IS DRAWN

DETAIL

LEGEND:

ABBREVIATIONS:

NEW CONSTRUCTION

1'-0"

[1256]

DIMENTION IN FEET

DIMENTION IN MILIMETER

GRADE ELEVATION 0000

HIDDEN OUTLINE

BELLOW BEHIND,

STEEL SECTION ON DETAILS

CONCRETE ON DETAILS

ROOM DESIGNATION

DOOR DESIGNATION

WINDOW / LOUVER DESIGNATION

CHANGE OF FLOOR FINISH

A

01. UNLESS OTHERWISE NOTED AS "EXISTING", ALL WORK ON THESE DRAWINGS IS NEW WORK TO BE

PERFORMED UNDER THIS CONTRACT.

02. ALL WORK, MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN STRICT ACCORDANCE WITH, AND SHALL CONFORM WITH, AL FEDERAL, STATE AND LOCALS CODES, ORDINANCE, RULES AND

REGULATIONS TO THE PUBLISHED SPECIFICATIONS AND RECOMMENDED PRACTICES OF THE

MANUFACTURERS AND THE APPROPRIATE APPLICABLE STANDARDS WHERE SUCH CODES, RULES

AND REGULATIONS ARE AT VARIANCE WITH THE PLANS AND NOTES, SAID CODES, RULES AND

REGULATIONS, ETC. SHALL TAKE PRECEDENCE OVER THE PLANS AND NOTES.

03. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODES

AND/OR REGULATIONS AND PAYING FOR AND OBTAINING ALL NECESSARY AND REQUIRED

INSPECTIONS, APPROVALS AND PERMITS NECESSARY TO PERFORM ALL WORK AND HEREIN NOTED

OR INDICATED ON THE DRAWINGS.

04. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE

AND SHALL REPORT ANY DISCREPANCIES TO THE GOVERNMENT PRIOR TO STARTING

CONSTRUCTION. COMMENCEMENT OF THE WORK BY THE CONTRACTOR SHALL IMPLY HIS / HER

ACCEPTANCE OF ALL EXISTING CONDITIONS.

05. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR THE GENERAL PUBLIC AND CONSTRUCTION

WORKERS IN AND AROUND THE CONSTRUCTION SITE ADEQUATE BARRIERS SHALL BE PROVIDED

TO EXERCISE CONTROL OF THE INGRESS AND EGRESS OF THE PREMISES.

06. DETAILS ON THE DRAWINGS ARE SHOW AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW

GENERAL REQUIREMENT THROUGHOUT. DETAILS NOTED "TYP" IMPLY ALL CONDITIONS TREATED

SIMILARLY.

07. MINOR DETAILS NOT USUALLY SHOW OR SPECIFIED, BUT NECESSARY FOR PROPER

CONSTRUCTION OF ANY PART OF THE WORK SHALL BE AS IF INCLUDED ON THE DRAWINGS.

08. THE CONTRACTOR SHALL FULLY FAMILIARIZE HIMSELF / HERSELF OF THE EXISTING CONDITION

RELATING TO THE CONSTRUCTION SITE UNDER WHICH THE WORK WILL BE PERFORMED AND

COMPARE THE DRAWING AND SPECIFICATIONS WITH THE WORK IN THE PLACE FAILURE TO DO SO

WILL NOT RELIEVE OF HIS OBLIGATIONS TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO

CARRY OUT THE PROVISION OF THE CONTRACT DOCUMENTS AND TO COMPLETE THE

CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID. EACH CONTRACTOR IN

THE CARRYING OUT OF HIS WORK SHALL EMPLOY SUCH CONSTRUCTION METHODS OR MEANS

THAT WILL NOT CAUSE ANY INTERRUPTIONS OR INTERFERENCE WITH THE WORK OF ANY OTHER

TRADES. SHOULD DISCREPANCIES OCCUR BETWEEN CONTRACT DRAWINGS AND CONTRACT

SPECIFICATIONS, THE CONTRACT SPECIFICATIONS IN CONJUNCTION WITH APPLICABLE LOCAL

CODES, STANDARDS, RULES, REGULATIONS, LAWS, ETC. SHALL TAKE PRECEDENCE OVER

CONTRACT DRAWINGS. THE APPROVAL OF SUBMITTALS BY VACHS SHALL NOT BE CONSTRUED AS

A COMPLETE CHECK, BUT WILL INDICATE ONLY THAT THE GENERAL METHOD OF CONSTRUCTION, MATERIAL, DETAILING AND OTHER INFORMATION ARE SATISFACTORY. APPROVAL WILL NOT

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ANY ERROR OR OMISSION, WHICH MAY

EXIST, AS THE CONTRACTOR UNDER THE CONTRACTOR'S QUALITY CONTROL REQUIREMENTS OF

THIS CONTRACT IS RESPONSIBLE FOR THE DIMENSIONS AND THE DESIGN OF ADEQUATE

CONNECTIONS, DETAILS AND SATISFACTORY CONSTRUCTION OF ALL WORK.

09. SUBMITTALS SHALL BE IN COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND ACTUAL FIELD

CONDITIONS INCOMPLETE OR OTHERWISE SUB-STANDARD SUBMITTALS WILL NOT BE REVIEWED

BY THE VACHS AND RETURNED TO THE CONTRACTOR, DELAY CAUSED BY INCOMPLETE OR

OTHERWISE SUB-STANDARD SUBMITTALS SHALL NOT BE EXCUSED AND SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

10. FIELD VERIFY CONSTRUCTION AND INSTALLATION REQUIREMENTS.

11. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE REGULATIONS AND GUIDELINES SET

FORTH BY ALL AGENCIES HAVING JURISDICTION OVER THE WORK.

12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OCCUPATIONAL AND HEALTH

ADMINISTRATION (OSHA) RULES AND REGULATIONS.

13. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION

ASSOCIATION (CURRENT SECTION OF NFPA 50 & NFPA 99) CODES WS LATEST EDITIONS.

14. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN AND SHALL

REPAIR AND / OR REPLACE ANY ITEM DAMAGE DURING THE SCOPES OF WORK TO THE

SATISFACTION OF VACHS AT NO ADDITIONAL COST.

15. ANY EXISTING CONSTRUCTION THAT IS TO REMAIN IN PLACE IF DAMAGE DURING PERFORMANCE

OF WORK UNDER THIS CONTRACT SHALL BE RESTORED AND PAINTED (IF APPLICABLE) TO ITS

ORIGINAL CONDITIONS TO THE SATISFACTIONS OF THE GOVERNMENT AND AT THE CONTRACTOR'S

SOLE EXPENSE.

16. THE CONSTRUCTION AREA SHALL BE KEPT THOROUGHLY CLEAN AND FREE OF DIRT AND ANY

DEBRIS AT ALL TIMES PRIOR, DURING AND AFTER THE CONSTRUCTION

17. ALL DISSIMILAR METALLIC MATERIAL SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO

PREVENT GALVANIC ACTION.

18. ALL PIPES, DUCTS AND BUSS DUCTS WHICH PENETRATE THE FLOOR CONSTRUCTION SHALL BE

INSTALLED SO AS TO MAINTAIN THE FIRE RESISTIVE RATING AND STRUCTURAL INTEGRITY OF THE

BUILDING.

19. ALL INSULATIONS NOTED ON PLANS SHALL BE NONCOMBUSTIBLE AND MAINTAIN THERMAL

MOISTURE PROTECTION AS NOTED IN THE SPECIFICATIONS.

20. PRIME AND PAINT ENTIRE WALL WITH CUTTING AND PATCHING BEING INTERVENED.

23. CONTRACTOR SHALL SUBMIT TO THE VA HIS/HER MEANS AND METHOD OF CONSTRUCTION OF THE PERIMETER FENCE WITH THE BID PRICE (TO INCLUDE ACCESS OF EQUIPMENT TO PERIMETER FENCE

AREAS, AMONG OTHER DESCRIPTIONS).

GENERAL NOTES

G

LAV.

LKR.

K.P.

JT.

L

K

I.D.

INSUL.

INV.

INT.

J

HR.

H.A.C.

HW.

H.M.

H

GA.

G.W.P.

GL.

GYP.

G.B.

LAVATORY

LOCKER

HOUSE KEEPING CLOSET

GYPSUM WALL BOARD

KICK PLATE

JOINT

INSIDE DIAMETER

INSULATION

INVERT FLOOR ELEVATION

INTERIOR

HANDRAIL

HOLLOW METAL

HARDWARE

GAUGE

GRAB BAR

GLASS

GYPSUM

E.B.

F.A.I.

F.V.

F.P.

F.I.

FL.

FIN.

F.C.U.

F.D.

F.E.C.

F.V.C.

F.H.C.

EQUIP.

F.A.C.

EXIST.

EXP.

F

EL.

E.P.

ELEC.

EPY.

DIA.

DR.

DWGS.

DIM.

E

CWT.

D.F.

C.T.

CTR.

D

CLG.

CLO.

COL.

CONT.

CL. GL.

CEM. PL.

C.I.

C.G.

C.J.

EXPANSION BOLT

FIRE APPARATUS CLOSET

FRESH AIR INTAKE

FIRE EXTINGUISHER CABINET

FIRE VALVE CABINET

EXPOSED, EXPANSION

FIELD VERIFY

FIRE PARTITION

FAN COIL UNIT

FLOOR DRAIN

FIRE HOSE CABINET

FINISH

FLOOR

FILM ILLUMINATOR

ELECTRICAL

ELEVATION

ELECTRIC PANEL

EQUIPMENT

EPOXY COATING

EXISTING

DRINKING FOUNTAIN

COUNTERWEIGHT

DOOR

DRAWINGS

DIAMETER

DIMENSION

CERAMIC TILE

COUNTER

CEMENT PLASTER

CLOSET

COLUMN

CONTINUOUS

CONTROL JOINT

CAST IRON

CLEAR GLASS

CEILING

CORNER GUARD

A/C

C

(CR)

(CF)

(CC)

CAB.

C, CONC.

A.T.(S.P.)

A.T.

A.P.

ALUM.

A.D.A.

A.F.F.

ADJ.

A.D.

A.C.U.

A.B.

A

AIR CONDITIONED

ACOUSTICAL CEILING TILE,

CONTRACTOR RELOCATED

FURNISHED INSTALLED

CONSTRUCTION FUNDS, USPS

AMERICAN WITH DISABILITIES ACT

FURNISHED & INSTALLED

ACOUSTICAL CEILING TILE

ABOVE FINISHED FLOOR

AIR CONDITIONING UNIT

& INSTALLED

CONTRACTOR

CABINET

CONCRETE

SPECIAL FACED

ACCESS PANEL

ALUMINUM

ADJUSTABLE

ACCESS DOOR

ANCHOR BOLT

WELDED

SUPPLIER FURNISHED

WD.

W.S.F.

W.R.

W.P.

W

W.

W.C.

W/C

WATER CLOSET

WASTE RECEPTACLE

WOOD

WATERPROOF

WALL FABRIC

WHEELCHAIR

TOIL., T.

V.C.T.

V.P.

V

V.

(S.S.)

T

S.R.

TEL.

S.S.

SCHD.

SH.

SIM.

SPEC.

VINYL COMPOSITION TILE

VENEER PLASTER

TOILET

VINYL

BUILD GLAZED COATING)

SHELVING, SHELF

STAINLESS STEEL

SPECIFICATION

SCRATCH RAIL

TELEPHONE

SCHEDULE

SIMILAR

RESILIENT BASE,

N.T.S.

R

RECEP.

REINF.

S

R.F.

SC.

REQ,D.

RM.

R.B.

REF.

REL.

PART'N

P

P

PL.

PLWD.

O

O.D.

O.C.

RAISED RUBBER FLOORING

SPECIAL COATING (HIGH

RELOCATED ITEM

REINFORCING, REINFORCED

REQUIRED

ROOM

RECEPTACLE

REFRIGERATOR

NOT TO SCALE

ON CENTER

PLASTER

PARTITION

PLYWOOD

PAINT

OUTSIDE DIAMETER

N

N.I.C.

NOT IN CONTRACT

U

U.B.C.

UNIFORM BUILDING CODE

E/GWG

EXISTING

P/AT

ACOUSTICAL CEILING TILE

MAX.

MISC.

M.O.

MET.

MIN.

MECH.

M

MAXIMUM

MISCELLANEOUS

MASONRY OPENING

MECHANICAL

METAL

MINIMUM

TO MATCH EXISTING

OPENING

OPNG.

SLIDING DOORS

SD

TYP.

TYPICAL

U.O.N.

UNLESS OTHERWISE NOTED

M.C.

MULTI-COLOR COATING

R.C.P.

REFLECTED CEILING PLAN

A.H.U.

AIR HANDLING UNIT

C.M.U.

CONCRETE MASONRY UNIT

GALV.

GALVANIZED

I

ROLL.

ROLLING DOOR

& INSTALLED

(UU)

USPS FURNISHED

GAL.

GALON

G.C.

GENERAL CONTRACTOR

R.L.

RAIN LEADER

BY CONTRACTOR

GYPSUM BOARD SYSTEM

(RUBBER, VINYL)

(SIDELITE PANEL)

& INSTALLED

SEAM SHEET FLOORING

C.LEVEL

CONTROL LEVEL

GENERAL DEMOLITION NOTES

BEYOND OR ABOVE)

(SHOWING CONDITION

FINISH TAG

X-X

REINFORCED CONCRETE WALL

CONCRETE BLOCK WALL

GYPSUM WALLBOARD

Revisions: Date

VACHS, SAN JUAN, PRARCHITECT/ENGINEERS:

Office of Facilities

Management

JULY-10-2017

CONSULTANTS:

GAUTIER de TORRES ARQUITECTOS

Apartado 19357, San Juan, Puerto Rico 00910-1357

(787)724-0597, (787)724-5837, INFO@1403.NET

672-12-606

VA248-14-J-4529

100%

CONSTRUCTION

DOCUMENTS

SUBMISSION

ARCHITECTS / ENGINEERS

UPGRADE PERIMETER

FENCE

CONCRETE WALL

X-X

PARTITION TYPES

A

SERVICES MAY BE REQUIRED IN AREAS WHERE UTILITY LINES (I.E. ELECTRIC, GAS, SEWER, STEAM, STORM DRAIN, TELECOMMUNICATIONS, AND WATER) AND/OR ASSOCIATED EQUIPMENT EXIST. THE CONTRACTOR'S ATTENTION IS CALLED TO THE

POSSIBLE EXISTENCE OF SAID LINES AND/OR EQUIPMENT BEING EXPOSED OVERHEAD AND/OR CONCEALED BENEATH ANY WORK

AREAS, WHICH MAY BE AFFECTED BY HEAVY EQUIPMENT USE, EXCAVATION, OR ANY OTHER OPERATIONS. THE CONTRACTOR SHALL

PROTECT ALL UTILITY LINES AND/OR EQUIPMENT FROM DAMAGE. SHOULD DAMAGES OCCUR TO ANY UTILITY LINES AND/OR EQUIPMENT

DURING THE PERFORMANCE OF SERVICES UNDER THIS DOCUMENT, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE COR AND

THE APPROPRIATE UTILITY DEPARTMENT AND SHALL BE RESPONSIBLE FOR ALL DAMAGE CLAIMS RESULTING FROM SUCH.

INTERRUPTIONS OF EXISTING UTILITY SERVICES- WILL NOT BE ALLOWED PERFORMED WITHOUT DISRUPTIONS OF EXISTING SERVICES

AND SCHEDULING OF THE WORK SHALL BE APPROVED, IN WRITING, BY THE COR, PRIOR TO COMMENCING SUCH. THE REPAIR, REPLACEMENT, AND/OR RESTORATION OF ANY EXISTING UTILITY LINES AND/OR EQUIPMENT, INTERFERED WITH BY THE CONTRACTOR, SHALL BE COMPLETED IN ACCORDANCE WITH THE VA AND LOCAL GOVERNMENT REGULATIONS AND CODES FOR EACH PHASE OF THE

WORK, USING EXPERIENCED, COMPETENT LABOR AND MATERIALS MEETING SPECIFICATIONS AND CURRENT CODES.

THE CONTRACTOR SHALL RESEARCH AND MARK THE LOCATION OF ALL EXISTING UTILITY LINES AND/OR EQUIPMENT ALONG THE

COURSE OF THE WORK BY SUCH MEANS AS THE COR SHALL APPROVE AND SHALL PRESERVE SUCH MARKED LOCATIONS UNTIL THE

WORK HAS PROGRESSED TO THE POINT WHERE THE ENCOUNTERED UTILITY LINE AND/OR EQUIPMENT IS FULLY EXPOSED AND

PROTECTED AS REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROPER AUTHORITIES AND/OR UTILITY

COMPANY BEFORE INTERFERING THEREWITH.

EXISTING UTILITY LINES AND/OR, EQUIPMENT THAT ARE SHOWN ON THE DRAWINGS OR THE LOCATION OF WHICH IS MADE KNOWN TO

THE CONTRACTOR PRIOR TO EXCAVATION, THOUGH ACCURACY AND INFORMATION AS TO GRADES AND ELEVATIONS MAY BE LACKING, SHALL BE PROTECTED FROM DAMAGE DURING THE EXCAVATION AND BACKFILLING OPERATIONS, AND IF DAMAGED, SHALL BE

REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. MATERIALS BELOW EXISTING UTILITIES WHICH ARE REMOVED OR

DISTURBED DURING EXCAVATION OPERATIONS SHALL BE CAREFULLY REPLACED DURING BACKFILLING AND THOROUGHLY

COMPACTED TO PREVENT FUTURE SETTLEMENT AND DAMAGE TO THE UTILITY. UTILITIES DAMAGED DUE TO THE SUBSEQUENT

SETTLEMENT OF THE BACKFILL SHALL BE REPAIRED BY, OR AT THE EXPENSE OF THE CONTRACTOR.

ALL EXPOSED CONDUITS, WIRES, AND/OR CABLES SHALL BE PROVIDED WITH SUFFICIENT SUPPORT TO PREVENT FAILURE, FRAYING OR

DAMAGE DUE TO BACKFILLING OR OTHER CONSTRUCTION OPERATIONS. SUPPORTING BRIDGEWORK OF TWO INCH (2") TIMBER

PLANKING SHALL BE PLACED UNDER THE CABLE AND SHALL SPAN THE ENTIRE EXCAVATION OR VOID AND SHALL BE REMOVED WHEN

BACKFILLING.

PROTECTION OF OVERHEAD & UNDERGROUND UTILITIES

01.

02.

03.

04.

05.

Revisions: Date

VACHS, SAN JUAN, PRARCHITECT/ENGINEERS:

Office of Facilities

Management

JULY-10-2017

CONSULTANTS:

GAUTIER de TORRES ARQUITECTOS

Apartado 19357, San Juan, Puerto Rico 00910-1357

(787)724-0597, (787)724-5837, INFO@1403.NET

672-12-606

VA248-14-J-4529

100%

CONSTRUCTION

DOCUMENTS

SUBMISSION

ARCHITECTS / ENGINEERS

UPGRADE PERIMETER

FENCE

OVERALL SITEPLAN

AREA A

AREA F

AREA E

AREA D

AREA C

AREA B