Vol 4-1.pdf

ADDITION TO EXISTING PARKING GARAGE, PHASE 5

VAMC SAN JUAN PUERTO RICO

PROJECT NO 672-085C

FINAL SUBMITTAL

July 25, 2020

SPECIFICATIONS VOL. 4

Appendix D Record Documents Phase 4 Parking Garage

Appendix E Record Documents Phase 4 PV System For Reference Only

TimHaahs

Department of Veterans Affairs

VA Caribbean Healthcare System New Parking Structure Phase 4

672-085D Office of Construction and Facilities Management

Carter Concrete Structures 1960 Parker Court Suite C Stone Mountain, GA 30087 T. 770.978.1212 F. 770.978.1267 www.carterstructures.com

X-010

TITLE

RAG RAG04/05/2013 1 204

NEW PARKING STRUCTURE PHASE 4

VA PROJECT NO. 672-085D

100% DRAWINGS SUBMISSION

VA MEDICAL CENTER

SAN JUAN, PUERTO RICO

APRIL 5, 2013

174 WEST WIEUCA ROAD, NW

ATLANTA GA, 30342-3220

404-549-9277

DESIGN/BUILDER:

1960 PARKER COURT

SUITE C

STONE MOUNTAIN, GA 30087

T. 770.978.1212 F. 770.978.1267 www.carterstructures.com

CARTER CONCRETE STRUCTURES

ARCHITECT:

174 WEST WIEUCA ROAD, NE

ATLANTA GA, 30342-3220

404-851-9580 blaengineers.com

STRUCTURAL ENGINEER:

100 ROAD 165. SUITE 604,

GUAYNABO, PR 00968-8053

(787) 707-1350

MECHANICAL ENGINEER:

PO BOX191587

SAN JUAN, PR 00919-1587

(787) 763-0655

ELECTRICAL ENGINEER:

57 SAN JOSE STREET, PH-2,

SAN JUAN, PR 00901

(787) 789-6187

LANDSCAPE ARCHITECT:

414 AVE MUÑOZ RIVERA,

SUITE 11B

HATO REY, PR 00918

(787) 764-4555

ASSOCIATE ARCHITECT:

3495 PEACHTREE PKWY

STE 114-171

SUWANEE, GA 30024

(404) 386-8430

SPECIFICATIONS:

FRANK COLLAZO & ASSOCIATES

CIVIL ENGINEER:

RAFAEL A. GARCIA, ARCHITECT LLC

JOSE CARLOS JOGLAR,

ARQUITECTO, PSC

BROWDER + LEGUIZAMON & ASSOC.

1581 CAVALIERI STREET, SUITE 2

URB. CARIBE

SAN JUAN, PR 00927

JORGE LEDON WEBSTER, PE, PSC

JUAN REQUENA & ASOCIADOS,

INGENIEROS CSPO

OFFICE OF LANDSCAPE

ARCHITECTURE

ARCHITECTURAL TECH SERVICES

MANSIONES DE VILLANOVA

E1-16, CALLE C

SAN JUAN, PUERTO RICO 00926

ENVIRONMENTAL:

LAZO MANGUAL ENGINEERING, PSC

CONSULTANTS TO DESIGN/BUILDER:

(NOT PART OF ARCHITECT'S CONTRACT)

CONSULTANTS TO ARCHITECT:

NO. DESCRIPTION DATE

1 'CONSULTANTS TO THE DESIGN/BUILDER:'

REVISION

05/13/2013

PO BOX 363116

SAN JUAN, PR 00936-3116

(787) 761-2570

GEOTECHNICAL ENGINEER:

JACA & SIERRA ENGINEERING,

PSC

AIR CONDITIONING

ANCHOR B OLT

ACCESS

ADDENDUM

ADJACENT

ABOVE FINISHED FLOOR

AGGREGATE

ALUMI NUM

ALTERNATE

APPROXIMATE (LY)

ASPHALT

AVERAGE

BOARD

BETWEEN

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BULLNOSE

BOTTOM

BEARING

BASEMENT

CABINET

CATCH BASIN

CEMENT

CERAMIC

CUBIC FOOT (FEET)

CAST IRON

CLOSET

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRE TE

CONNECTION

CONTINUE /CONTINUOUS

CARPET

CERAMIC TILE

CENTER

COLD WATER

CUBIC YARD (S)

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DOWNSPOUT

EACH

ELEVATION

ELEVATOR

ESTIMATE (D)

EXISTING

EXPANSION, EXPAND

EXTERIOR

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FIRE HOSE CABINET

FACE OF CONCRETE

FACE OF MASONRY

FACE OF PARTITION

FACE OF STUD

FACE OF WALL

FOOT OR FEET

GAUGE

GALLON

GALVANIZED

GRAB BAR

HOSE BIB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HEATING/VENTILATING/

AIR CONDITIONING

HOT WATER

INSIDE DIAMETER

INCH OR INCHES

INTERIOR

JOINT

LINEAR

MAGNETIC

MAXIMUM

MEDICINE CABINET

METAL

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING

NUMB ER

NOMINAL

NOT TO SCALE

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

PERFORATED

PLATE

PAIR

PROPERTY

POUNDS P ER SQUA RE INCH

PAINTED

POLYVINYL CHLORIDE

QUARRY TILE

RETURN AIR

ROOF DRAIN

REINFORCE (D), (ING)

REQUI RED

RESILIENT

RIGHT HAND

ROOM

ROUGH OPE NING

RIGHT-OF-WAY

STAINLESS STEEL

SUPPLY AIR

SANITARY

SOLID CORE

SCHEDULE

SECTION

SQUARE FOOT (FEET)

SHEET

SPECIAL

SPEAKER

SQUARE

STREET

STANDARD

SUSPE NDED

SWITCH

TELEPHONE

TEMPORARY

TYPICAL

UNDERWRITERS' LABORA TORIES

VINYL COMPOSITION TILE

VERTICAL

WEST

WITH

WITHOUT

WEIGHT

WELDED WIRE FABRIC

A/C

AB

ACC

ACOUS

ADD

ADJ

AFF

AGGR

ALUM

ALT

APPROX

ARCH

ASPH

AVG

BD

BET

BIT

BLDG

BLK

BLKG

BM

BN

BOT

BRG

BSMT

CAB

CB

CEM

CER

CF

CI

CL

CLG

CLR

CMU

CO

COL

CONC

CONN

CONT

CPT

CT

CTR

CW

CY

DET

DF

DIA

DIAG

DIM

DS

EA

EL

ELEC

ELEV

EST

EXIST

EXP

EXT

FD

FE

FEC

FF

FHC

FIN

FLR

FOC

FOM

FOP

FOS

FOW

FT

GA

GAL

GALV

GB

HB

HC

HGT

HM

HVAC

HW

ID

IN

INCL

INSUL

INT

JT

LIN

MAG

MAX

MC

MECH

MET

MFR

MH

MIN

MISC

MO

NO

NOM

NTS

OC

OD

OH

OPP

PERF

PL

PR

PROP

PSF

PSI

PT

PTD

PVC

QT

R

RA

RD

REINF

RES

RET

REV

RH

RM

RO

ROW

S/S

SA

SAN

SC

SCH

SECT

SF

SHT

SP

SPEC

SPKR

SQ

ST

STD

SUSP

SW

SYM

TEL

TEMP

THK

TYP

UL

VAR

VCT

VERT

W W/ W/O

WT

WWF

POUNDS PER SQUARE FOOT

MECHANICAL

ADJUST ADJUSTABLE

AP ACCESS PANEL

CG CORNER GUA RD

CJ CONTROL JOINT

DB DOCK B UMPER

EJ EXPANSION JOINT

FLOOR DRAIN

EP ELECTRICAL PANEL

EWC ELECTRIC WATER COOLER

HANDICAPPEDH/C

MEP

SG SPANDREL GLASS

HORIZONTALHORIZ

REQ'D

TOC TOP OF CURB

TOP TOP OF PIER

TOS TOP OF STEEL

TOW TOP OF WALL

WWM WELDED WI RE MESH

ACOUSTIC (AL)

BOC BOTTOM OF CURB

CIP CAST IN PLACE

DEG DEGREES

DL DEAD LOAD

EPDM

DIENE MONOMER

ETHYLENE PROPYLENE

ELECTRIC (AL)

FINISH (ED)

FLOOR (ING)

INCLUDE (ING)

INSULATE (D), (ION)

JUNCTIONJCT

MECHANICAL, ELECTRICAL,

PLUMBING

LF LINEAR FOOT (FEET)

ON CENTER (S)

REVISION (S), REVISED

RETURN, RETAINING

RISER, RADIUS

SPECIFICATION (S)

SYMMETRY (ICAL)

VARIES (ABLE)

THICK (NESS)

TOM TOP OF MASONRY

PRESSURE TREATED

NIC NOT IN CONTRACT

PCF POUNDS PER CUBIC FOOT

ARCHI TECTURAL

BENCHMARK

CLEANOUT

CFMF COLD FORMED METAL FRAMING

A

B

C

D

H

G

F

E

I

J

L M

O

P

Q R

S

T

U V

W

GYPSUM WA LL BOARDGWB

GYP GYPSUM

DOWNDN

D.O. DOOR OP ENING

N

SIMILARSIM

TO BE DETERMINEDTBD

UNLESS NOTED OTHERWISEUNO

CARD READERCR

DC DOOR CONTA CT

DE DELAYED EGRESS

EQ EQUAL

EQUIP EQUIPMENT

EPB EXIT PANIC BAR

ELECTRIC STRIKEES

MAGNETIC LOCKML

REX REQUEST TO EXIT

Name Elevation

A

1 View Name 1/8" = 1'-0"A101

Room name

150 SF

A101

SIM

1i 1hr

A

ZZZ

ROOM TAG

VIEW TAG

BUILDING SECTION

FLOOR LEVEL

COLUMN GRID

CURTAIN WALL PANEL TAG

ITEM TAG

KEYED NOTE

REVISION TAG

DEMOLITION TAG

PARTITION TAG

ITEMS TO BE DEMOLISHED

NEW CONSTRUCTION

DETAIL NUMBER ON SHEET

SHEET NUMBER OF VIEW

SHEET NUMBER OF VIEW

SECTION NUMBER

BREAK LINE

ALIGN

ALIGN ELEMENTS

DOOR TAG

FLOOR ELEVATION

FLOOR NAME

ELEVATION CALLOUT

SHEET NUMBER OF VIEW

ELEVATION NUMBER

SIM

A101

1 DETAIL CALLOUT

SHEET NUMBER OF VIEW

DETAIL NUMBER

ROOM NAME

ROOM NUMBER

ROOM AREA

FIRE RATING

WALL TYPE

A101

DIMENSION

TO COLUMN

CENTERLINE

DIMENSION TO

STUD/ FACE OF

UNFINISHED

CMU/CONCRETE

DIMENSION

TO FINISHED

SURFACE

SYMBOL LEGEND

DIMENSION LEGEND

A101

1 ALTERNATE DETAIL CALLOUT

SHEET NUMBER OF VIEW

DETAIL NUMBER

ABBREVIATION LEGEND

N

PROJECT NORTH ARROW

[W/MAGNETIC NORTH]]

ARCHITECT: CONSULTANT:

Department of Veterans Affairs

Project Title Project Number

Building Number

Drawing Number

DrawnCheckedDate

LocationApproved: Project Director

Drawing Title

Dwg.

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

F

E

D

C

B

A o n e e ig h th i n c o e f o o t o n e q u a rt e r in c e f o o t th re ig h s e f o o t o n e h a lf i n c e f o o t th q u a rt rs e f o o t o n e i n c e f o o t o n e a n d o n e h a lf i n ch e e f o o t th h e e f o o t of

VA Caribbean Healthcare System New Parking Structure Phase 4

VA Medical Center

SAN JUAN, PUERTO RICO

672-085D Office of Construction and Facilities Management

DESIGN/BUILD CONRACTOR:

Carter Concrete Structures 1960 Parker Court Suite C Stone Mountain, GA 30087 T. 770.978.1212 F. 770.978.1267 www.carterstructures.com

X-020

INDEX/REVISIONS

RAG RAG04/05/2013 2 204

SHEET INDEX

Sheet Number Sheet Name 06

/2 5/

/2

0/

/1

4/

/0

9/

/1

5/

/1

9/

TY116 LEVEL 6 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY117 LEVEL 7 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY118 LEVEL PH – TELECOM. & SPECIAL SYSTEMS √ √ √

TY121 HOSPITAL LEVEL 1 TELECOMMUNICATIONS &

SPECIAL SYSTEMS

TY122 SITE PLAN TELECOMMUNICATIONS & SPECIAL

SYSTEMS

TY411 FIBER BACKBONE SINGLE LINE DIAGRAM √ √ √

TY412 UTP BACKBONE SINGLE LINE DIAGRAM √ √ √

Grand total: 201

SHEET INDEX

Sheet Number Sheet Name 06

/2 5/

/2

0/

/1

4/

/0

9/

/1

5/

/1

9/

SG002 GENERAL NOTES √ √ √

SB110 FOUNDATION PLAN - STRUCTURAL √ √ √ √ *

SB501 FOUNDATION DETAILS AND SCHEDULE √ √ √ √

SB502 FOUNDATION DETAILS - STRUCTURAL √ √ √ √ *

SB503 SPECIAL PILE CAP DETAILS √ √ √ *

SB504 FOUNDATION DETAILS - STRUCTURAL √ √

SB505 RETAINING WALL ELEVATIONS √ √ *

SF111 LEVEL 1 PLAN - STRUCTURAL √ √ √ √ *

SF112 LEVEL 2 PLAN - STRUCTURAL √ √ √ √

SF113 LEVEL 3 PLAN - STRUCTURAL √ √ √ √

SF114 LEVEL 4 PLAN - STRUCTURAL √ √ √ √

SF115 LEVEL 5 PLAN - STRUCTURAL √ √ √ √

SF116 LEVEL 6 PLAN - STRUCTURAL √ √ √ √

SF117 LEVEL 7 PLAN - STRUCTURAL √ √ √ √

SF118 PENTHOUSE AND ROOF PLANS √ √ *

SF119 STAIRWELL FLOOR PLANS √

SF511 MISC PT BEAM - COLUMN DETAILS √ √ √ √ *

SF521 PT SLAB DETAILS - STRUCTURAL √ √ √ √

SF531 PT BEAM SCHEDULE AND DETAILS √ √ √ √

SF532 STRUCTURAL BEAM DIAGRAMS √ √ √ *

SF533 STRUCTURAL BEAM DIAGRAMS √ √ √

SF534 STRUCTURAL BEAM DIAGRAMS √ √

SF535 STRUCTURAL BEAM DIAGRAMS √ √ *

SF536 STRUCTURAL BEAM DIAGRAMS √ √

SF541 PT FRAMING DETAILS - STRUCTURAL √ √ √ √

SF542 PT FRAMING DETAILS - STRUCTURAL √ √ √ √

SF545 SKYWALK FRAMING DETAILS √ √ *

SF546 SKYWALK FRAMING DETAILS - BEAM DIAGRAMS √ √ *

SF551 SHEAR WALL PLANS √ √ √

SF552 SHEAR WALL PLANS √ √ √

SF561 STANDARD & MISC DETAILS - STRUCTURAL √ √ √ √

SF562 STANDARD & MISC DETAILS - STRUCTURAL √ √ √ √

M - 111 PARKING LEVEL #1 MECHANICAL LAYOUT √ √ √

M - 112 PARKING LEVEL #2 MECHANICAL LAYOUT √ √ √

M - 113 PARKING LEVEL #3 MECHANICAL LAYOUT √ √ √

M - 114 PARKING LEVEL #4 MECHANICAL LAYOUT √ √ √

M - 115 PARKING LEVEL #5 MECHANICAL LAYOUT √ √ √

M - 116 PARKING LEVEL #6 MECHANICAL LAYOUT √ √ √

M - 117 PARKING LEVEL #7 MECHANICAL LAYOUT √ √ √

M - 118 PENTHOUSE & ELEVATOR ROOF MECHANICAL

LAYOUT

M - 301 RISER & CONTROL DIAGRAMS MECHANICAL √ √ √

M - 302 A/C CONTROL DIAGRAMS √

M - 501 DETAILS √ √ √

M - 601 SCHEDULES & SYMBOL LIST √ √ √

P - 111 PARKING LEVEL #1 PLUMBING LAYOUT √ √ √ √

P - 112 PARKING LEVEL #3 PLUMBING LAYOUT √ √ √ √

P - 113 PARKING LEVEL #2 PLUMBING LAYOUT √ √ √ √

P - 114 PARKING LEVEL #4 PLUMBING LAYOUT √ √ √ √

P - 115 PARKING LEVEL #5 PLUMBING LAYOUT √ √ √ √

P - 116 PARKING LEVEL #6 PLUMBING LAYOUT √ √ √ √

P - 117 PARKING LEVEL #7 PLUMBING LAYOUT √ √ √ √

P - 118 PENTHOUSE, STAIR & ELEV. ROOF PLUMBING

LAYOUT

P - 301 PLUMBING RISER DIAGRAM √ √ √

P - 302 PLUMBING AND STANDPIPES RISER DIAGRAM √ √ √

P - 303 FIRE PROTECTION RISER DIAGRAM √ √ √

P - 503 PLUMBIND DETAILS √

P - 501 PLUMBING DETAILS √ √ √

P - 502 PLUMBING DETAILS √

P - 901 SCHEDULES, LEGEND AND GENERAL NOTES √ √ √

EJ100 ELECTRICAL SITE PLAN √ √ √

EL111 LEVEL 1 PLAN - LIGHTING √ √ √ √

EL112 LEVEL 2 PLAN - LIGHTING √ √ √ √

EL113 LEVEL 3 PLAN - LIGHTING √ √ √ √

EL114 LEVEL 4 PLAN - LIGHTING √ √ √ √

EL115 LEVEL 5 PLAN - LIGHTING √ √ √ √

EL116 LEVEL 6 PLAN - LIGHTING √ √ √ √

EL117 LEVEL 7 & PENTHOUSE PLAN - LIGHTING √ √ √ √

EP111 LEVEL 1 PLAN - POWER √ √ √ √

EP112 LEVEL 2 PLAN - POWER √ √ √ √

EP113 LEVEL 3 PLAN - POWER √ √ √ √

EP114 LEVEL 4 PLAN - POWER √ √ √ √

EP115 LEVEL 5 PLAN - POWER √ √ √ √

EP116 LEVEL 6 PLAN - POWER √ √ √ √

EP117 LEVEL 7 PLAN - POWER √ √ √ √

FA111 LEVEL 1 PLAN - FIRE ALARM √ √ √ √

FA112 LEVEL 2 PLAN - FIRE ALARM √ √ √ √

FA113 LEVEL 3 PLAN - FIRE ALARM √ √ √ √

FA114 LEVEL 4 PLAN - FIRE ALARM √ √ √ √

FA115 LEVEL 5 PLAN - FIRE ALARM √ √ √ √

FA116 LEVEL 6 PLAN - FIRE ALARM √ √ √ √

FA117 LEVEL 7 & PENTHOUSE PLAN - FIRE ALARM √ √ √ √

EJ301 PROPOSED POWER ONE-LINE DIAGRAM √ √ √ √

EJ302 FIRE ALARM RISER DIAGRAM √ √ √

EJ501 ELECTRICAL DETAILS √ √ √

EJ601 SCHEDULES & SYMBOL LIST √ √ √ √

EJ602 ELECTRICAL NOTES √ √ √

EJ603 PANEL SCHEDULES & SWITCHING PANEL √ √ √

TY001 TELECOMMUNICATIONS & SPECIAL SYSTEMS

SYMBOLS LEGEND

TY002 TELECOMMUNICATIONS & SPECIAL SYSTEMS

DETAILS

TY003 TELECOMMUNICATIONS & SPECIAL SYSTEMS

PATHWAYS SINGLE LINE DIAGRAM

TY004 TELECOMMUNICATIONS GROUNDING &

BOUNDING SINGLE LINE DIAGRAM

TY111 LEVEL 1 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY112 LEVEL 2 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY113 LEVEL 3 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY114 LEVEL 4 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY115 LEVEL 5 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

SHEET INDEX

Sheet Number Sheet Name 06

/2 5/

/2

0/

/1

4/

/0

9/

/1

5/

/1

9/

X-010 TITLE √ √ √ √ √

X-020 INDEX/REVISIONS √ √ √ √ √

X-030 CODE SUMMARY √ √ √ √ √

L - 01 PLANTING & IRRIGATION PLAN – SOUTH SIDE √ √ √

L - 02 PLANTING PLAN – NORTH SIDE √ √ √

VF - 101 EXISTING CONDITIONS SURVEY √ √ √

CD - 101 DEMOLITION PLAN √ √ √

C - 101 GEOMETRIC LAYOUT PLAN √ √ √

C - 102 GEOMETRIC LAYOUT PLAN √ √ √

C - 501 CIVIL MISCELLANEOUS DETAILS √ √ √

C - 502 CIVIL MISCELLANEOUS DETAILS √ √ √

C - 503 STREET SECTIONS √ √ √

C - 504 DRIVEWAY R2 PROFILE √ √ √

CG - 101 GRADING PLAN √ √ √

CG - 102 GRADING PLAN √ √ √

CI - 301 RETAINING WALL NO. 1 √ √ √ *

CI - 301A RETAINING WALL NO. 1 *

CI - 302 STAIRCASE DETAILS √ √ √

CI - 303 STRUCTURAL STAIR DETAILS √ √ √

CI - 304 MESA RETAINING WALL NO. 2 SECTION √ √ √

CI - 305 MESA RETAINING WALL NOTES √ √ √

CI - 306 MESA RETAINING WALL DETAILS √ √ √

CI - 307 MESA RETAINING WALL CONSTRUCTION

SEQUENCE

CG - 103 C.E.S. PLAN √ √ √

CG - 104 C.E.S. PLAN √ √ √

CU - 101 WATER DISTRIBUTION PLAN √ √ √

CU - 102 WATER DISTRIBUTION PLAN √ √ √

CU - 501 WATER DISTRIBUTION DETAILS √ √ √

CU - 103 SANITARY SEWER PLAN √ √ √

CU - 104 SANITARY SEWER PLAN √ √ √

CU - 502 SANITARY SEWER PROFILES √ √ √

CU - 503 SANITARY SEWER DETAILS √ √ √

CU - 105 STORM SEWER PLAN √ √ √

CU - 106 STORM SEWER PLAN √ √ √

CU - 504 STORM SEWER PROFILES √ √ √

CU - 505 STORM SEWER DETAILS √ √ √

CU - 506 STORM SEWER DETAILS √ √ √

CU - 507 STORM SEWER DETAILS √ √ √

CU - 508 STORM SEWER DETAILS √ √

CP - 201 TRAFFIC MAINTENANCE PLAN √ √ √

CP - 202 TRAFFIC MAINTENANCE PLAN √ √ √

CP - 203 TRAFFIC MAINTENANCE PLAN √ √ √

CP - 204 TRAFFIC WARNING SIGNS √ √ √

CP - 205 TRAFFIC SIGNAGE PLAN √ √ √

CP - 206 TRAFFIC SIGNAGE PLAN √ √ √

CP - 207 TRAFFIC PERMANENT SIGN √ √ √

CX - 301 GENERAL CONDITIONS FOR SECURITY √ √ √

AE-032 LIFE SAFETY PLANS √ √ √

AE-110 LAYOUT PLAN, LEVEL 1 √ √ √

AE-111 LEVEL 1 STRIPING PLAN √ √ √ √ √

AE-120 LAYOUT PLAN, LEVEL 2 √ √ √

AE-121 LEVEL 2 STRIPING PLAN √ √ √ √ √

AE-130 LAYOUT PLAN, LEVEL 3 √ √ √

AE-131 LEVEL 3 STRIPING PLAN √ √ √ √ √

AE-140 LAYOUT PLAN, LEVEL 4 √ √ √

AE-141 LEVEL 4 STRIPING PLAN √ √ √ √ √

AE-150 LAYOUT PLAN, LEVEL 5 √ √ √

AE-151 LEVEL 5 STRIPING PLAN √ √ √ √ √

AE-160 LAYOUT PLAN, LEVEL 6 √ √ √

AE-161 LEVEL 6 STRIPING PLAN √ √ √ √ √

AE-170 LAYOUT PLAN, LEVEL 7 √ √ √

AE-171 LEVEL 7 STRIPING PLAN √ √ √ √ √

AE-172 PV DECKS - PLANS √ √ √

DE-501 PLAN DETAILS √ √ √

DE-502 CISTERN DETAIL √ √

DE-503 DRAIN AND WATERPROOFING DETAILS √ √ √

AE-210 BUILDING ELEVATIONS (S,W) √ √ √ √ √

AE-220 BUILDING ELEVATIONS (N, E) √ √ √ √ √

AE-300 BUILDING SECTIONS √ √ √ √ √

AE-301 BUILDING SECTIONS √ √

AE-310 EXTERIOR WALL SECTIONS √ √ √

AE-311 INTERIOR WALL SECTIONS √ √ √

AE-320 BRIDGE SECTIONS √ √ √

AE-321 BRIDGE SECTION & DETAILS √ √ √

AE-322 BRIDGE SECTIONS & DETAILS √ √ √

AE-410 ELEVATOR LOBBY PLANS √ √ √ √ √

AE-411 ELEVATOR LOBBY PLANS √ √ √ √ √

AE-412 ELEVATOR LOBBY PLANS √ √ √

AE-413 ELEVATOR LOBBY ELEVATIONS √ √ √

AE-414 ELEVATOR LOBBY SECTION, DETAILS √ √ √ √ √

AE-415 ELEVATOR LOBBY INTERIOR ELEVATIONS √ √ √

AE-420 STAIR 1 PLANS √ √ √ √ √

AE-421 STAIR 1 ELEVATIONS, SECTION √ √ √ √ √

DE-504 STAIR DETAILS √ √ √

AE-430 BRIDGE PLANS √ √ √ √ √

AE-431 BRIDGE ELEVATIONS √ √ √ √ √

AE-440 ACCESSIBLE WALKWAY AND FALL PREVENTION

GRILLE PLANS AND DETAILS

AE-441 SLAB DRAIN LOCATION ENLARGED PLANS √ √ √

AE-450 MECHANICAL/TELECOM ROOMS √ √ √

AE-460 GUARDHOUSE √ √ √

DE-505 CURTAIN WALL DETAILS √ √ √

DE-506 BUILDING DETAILS √ √

DE-507 WALL TYPES √ √ √

DE-560 GRILLE, MESH, AND EXTERIOR FINISH DETAILS &

SCHEDULES

DE-561 DOOR AND HARDWARE DETAILS & SCHEDULES √ √ √

DE-562 ACCESSORY DETAILS & SCHEDULES √ √ √

AF-600 ROOM FINISH AND OMNICLASS SCHEDULES √ √ √

SG001 GENERAL NOTES √ √ √ √ *

* = SHEETS ISSUED AS REVISIONS TO PREVIOUSLY RELEASED DRAWINGS.

NO. DESCRIPTION DATE

1 INDEX REVISION 07/01/2013

BUILDING DATA:

CONSTRUCTION TYPE:

BUILDING HEIGHT:

BUILDING AREA/ FLOOR:

TOTAL BUILDING AREA:

TOTAL EXITING DISTANCE:

LOW HAZARD STORAGE, S2

1B (OPEN PARKING STRUCTURE)

158' 7"

300'

PARKING COUNT: OPEN PARKING GARAGE CALCULATIONS: PER REQUIREMENTS OF 2009 IBC, 406.3.3.1

• "STANDARD" FALL/SUICIDE PREVENTION GRILLE (90.3% OPEN) = 16327.17 SF x .903 = 14741.63 SF OF EQUIVALENT OPEN AREA

• "AVERAGE" MESH - ASSUMING 50% EACH TYPE - (70.50% OPEN) = 8159.05 SF x .705 = 5752.13 SF OF EQUIVALENT OPEN AREA

20493.76 SF OF EQUIVALENT OPEN AREA 20493.76 SF/ 80805.54 SF(TOTAL AREA) = 25.36 % OPEN

• AT 25+% OPEN, ACCORDING TO 2009 IBC CODE REQUIREMENTS PER 406.3.3.1, DECK QUALIFIES AS AN "OPEN PARKING GARAGE."

V.A. Caribbean Healthcare System New Parking Structure – Phase 4 VA No. 672-085D

APPLICABLE CODES:

Building Code – International Building Code (IBC 2009) with 2011 Puerto Rico Building Code Amendments Life Safety Code – NFPA 101 Life Safety Code (2009) Fire Code – NFPA National Fire Codes, not including NFPA 5000 and NFPA 900 Mechanical Code – International Mechanical Code (IBC 2009) Electrical Code – National Electrical Code (NEC 2009) Plumbing Code – National Standard Plumbing Code (NSPC 2009) Accessibility Standards– Uniform Federal Accessibility Standards (UFAS) Dept. of Veterans Affairs Barrier Free Design Guide PG-18-13 (with selected exemptions granted by VA, listed below) 2010 ADA Standards for Accessible Design Seismic Requirements – Dept. of Veterans Affairs Seismic Design Requirements H-18-8 Elevator Code – Safety Code for Elevators and Escalators, ASME A 17.1 Miscellaneous Other Standards and Codes – Occupational, Safety and Health Administration (OSHA) Standards Building Code Requirements for Reinforced Concrete, ACI 318 Energy Policy Act of 2005 (EPAct) Ventilation for Acceptable Indoor Quality – ASHRAE Standard 62.1-2004 Other applicable trade-specific standards and codes will be detailed in each consultant’s Documents.

In general, such standards are referenced, and are part of, the codes listed above.

1. IBC 2009 with 2011 PR Building Code Amendments

Chapter 3 – 311.1 Use and Occupancy – Low Hazard Storage, Group S2 Chapter 4 – 406.3 Open Parking Garage, Type IB Construction, Ramp Access, Exterior wall openings of 20% of perimeter wall area/wall/tier, 40% of tier perimeter minimum, interior walls 20% open, Openings evenly distributed. Unlimited area per tier allowed, 12 tiers maximum.

Chapter 5 – Building Height and Area per 406.3, above.

Table 508.4 Required Separation of Occupancies – Separation between Existing hospital breezeway (I2 occupancy) and Skywalk bridge structure Of this Project (S2 Occupancy) allowed to be 2 hours if Skywalk fully Sprinklered per 903.3.1.1 Chapter 6 – Fire-Resistance requirements per Table 601: Structural Frame 2hr., Bearing Walls 2hr., Ext. Non-Bearing Walls 1hr. for 30’-0” or less separation, Floor 2 hr., Roof 1 hr.

Combustible Materials per 603: Insulation FS 25 maximum, Roof Coverings A,B,C Class.

Chapter 7 – Opening Protectives per Table 705.8: for separation of:

3’-NP, 5’ – 15%, 10’-25%, 15’ – 45%, 20’ – 75%, 30’ –NL,

Elevator Hoistway Enclosure not required per 708.2.14, Enclosed Elevator Lobby not required per 708.14.1.2, Opening Protectives per Section 715. Skywalk openings omitted at 30’-0” closest to hospital to comply with 705.0 Chapter 8 – No Comment Chapter 9 – Sprinkler System not required. (see Chapter 5 for Skywalk exception) 903.3.1.1- Skywalk sprinkler system to be installed per NFPA 13 Class I Manual Standpipe System per [F]905.1, exception 2.

Hose Thread connections to be reviewed and approved by local Fire department per [F]905.1 Portable Fire Extinguishers provided per VA RFP requirement:

Ordinary /Moderate Hazard per NFPA 10, Class B Flammables 20B Extinguishers, 50’-0” travel distance to extinguisher.

Chapter 10 – Total area per floor = 47,763 sf, 239 occupants/floor (200 sf/occ. Table 1004.1.1) Total Occupants: 239 x 7 levels = 1673 occupants total.

Minimum Stair Width = 239/2 x .3” = 36” per 1005.1, Minimum allowable stair width is 44” per 1009.1 Minimum Accessible Means of Egress stair width is 48” Per 1007.3 (two Accessible Means of Egress required by 1007.1) Area of Refuge not required at stairs per 1007.3.5 Accessible Means of Egress provided by elevator per VA, Area of Refuge not required at elevator per 1007.4.1.

Chapter 11 – Accessible Route required, all floors. 60% of entrances to be Accessible Entrances. 2% 0f all parking spaces to be accessible.

One of every six accessible spaces to be an accessible van space.

Passenger elevators on an accessible route to be accessible.

Chapter 12 – Refer to MEP Documents Chapter 13 – Refer to HVAC Documents Chapter 14 – No Comment Chapter 15 – Exterior walls and roofs of penthouses to be non-combustible.

Chapter 16 – Refer to Structural Documents Chapter 17 – Refer to Structural Documents Chapter 18 – Refer to Structural Documents Chapter 19 – Refer to Structural Documents Chapter 20 – Refer to Structural Documents Chapter 21 – Refer to Structural Documents Chapter 22 – Refer to Structural Documents Chapter 23 – N/A Chapter 24 – No Comment Chapter 25 – No Comment Chapter 26 – No Comment Chapter 27 – Refer to Electrical Documents Chapter 28 – Refer to Mechanical Documents Chapter 29 – Refer to Plumbing Documents Chapter 30 – Elevator Shaft Enclosures – not required (708.2.14), no rating (see NFPA 101, Ch. 8, below) Glass in elevator hoistways to be laminated per ANSI Z97.1 or CPSC 16 CFR Chapter 31 – N/A Chapter 32 – N/A Chapter 33 – N/A Chapter 34 – N/A Chapter 35 – No Comment

2. NFP 101 Life Safety Code (2009)

Chapter 6 - 6.1.13.1 Storage Occupancy. 6.1.14.4.1(b) 2 hr separation from Healthcare Chapter 7 - 7’-6” min ht. at Means of Egress, level. 6’-8” min ht. at stairs. Maximum Abrupt change in floor level ¼”, ½” if top ¼” has 45 degree bevel. Slip Resistant surfaces required at Means of Egress. Min Tread 11”. Max riser Ht. 7”, Max ht. between landings 12’-0”, Landings Equal in width to stair width, max. 48”plus Area of Refuge at Accessible Means of Egress. Handrails shall be continuous, within 30” of width, 30” to 38” above tread.

Clearance of 2 ¼” from wall required. Maximum handrail projection into stair width 4 ½”. Non-continuous handrails project 12” beyond top riser and depth of one Tread beyond bottom riser. Stair width 0.3”/occupant, Ramp width 0.2”/Occupant. Two Means of Egress required (less than 500 Oc/fl) separated by ½ diagonal of floor, min. Two Accessible Means of Egress required (7.5.4.1). 48” clear stair width required (Accessible Means of Egress).

Chapter 8 - No Comment Chapter 9 - Elevator machine Room to be ventilated per 9.4.5.

Chapter 10 - No Comment Chapters 11- 41 – N/A Chapter 41 - Table 42.2.5: Max Dead End Corridor 50’, Common Path of Travel 50’, Table 42.8.2.6.1: Maximum Travel Distance to Exits 300’.

42.8.3.4.1(2): Fire Alarm System not required.

3. Uniform Federal Accessibility Standards, [V.A. Barrier Free Design Guide PG-18-13]

Chapter 4 - 4.1.1(5)(e)(iii) : 20% of all spaces to be Accessible Spaces in SCI facilities.

4.3: Accessible Route required from public transport, accessible spaces, Accessible loading zones, public sidewalks to building entrance. An Accessible Route to connect all accessible buildings and facilities on site.

Minimum Accessible Route width 36”[Modified by PG-18-13, page 1, to 60”] The VA has allowed the Design/Build Team a variation of PG-18-13 To “approximately 4’-0” at columns” – RFI D0006 Response, 08/16/2012, on file with Architect. In addition, Item 10, August 22, 2012 Letter from VA allows “encroachments every 22’ [to] narrow the accessible route to about 4’ wide for a two foot length…” 4.4.1: Protruding objects 27” to 80” AFF cannot project more than 4” into Walking surfaces.

4.4.2: 80” minimum headroom at walking surfaces.

4.6.3: Accessible Parking Spaces to be 96” wide min with one adjacent 60” Access Aisle [Modified by PG-18-13, page 2, to two 60” aisles]

The VA has Allowed the Design/Build Team a variation of PG-18-13 to accept Accessible Parking Spaces and Accessible SCI/PVA Parking Spaces with only one 60” Accessible Access Aisle where shear walls and columns interfere in the Plan provided to the Design/Build Team by the VA. The clear width of the Access Aisles is allowed to be reduced to 36” (ADA Accessible Route) where The PG-18-13 required second Access Aisle is blocked by building structure - RFI D0006 Response, 08/16/2012, on file with Architect. In addition, refer to Item 7., August 22, 2012 letter from VA, citing compliance with ADA as sufficient.

4.6.4: Passenger Loading Zones shall have Accessible Access Aisles 60” wide and 20’-0” long adjacent and parallel to Vehicle space.

4.3.7: Maximum slope at Accessible Route 1:20 (5%) [Modified by PG-18-13, page 1, to 1:33 (3%)], Maximum Cross-Slope of Accessible Route 1:50 (2%).

4.10.3: Elevator Call Buttons 42” AFF to bottom,

4.10.4 (1): Elevator Hall Lanterns 72” AFF to bottom. Door maneuvering clearances per Fig. 24, UFAS [Modified by PG-18-13, page 1, to 6’x6’].

4. Safety Code for Elevators and Escalators, ASME A 17.1

Part 2 - 2.1.6: Hoistway Enclosures shall have flush surfaces on the hoistway side.

2.1.6.2 (a): 75 degree slope on projections into hoistway of more than 4”.

Beveled material over flat projections to be per 2.1.6.2 (d) 1, 2, 3.

For other codes listed above, please refer to each Design Discipline’s Contract Documents.

The following variances from the Appendix A Design Parameters of the RFP Documents have been granted to the Design/Build Team by the VA in the 08/16/2012 Response to RFI D0006 and Additional Comments To RFI D-006 dated August 22, 2012 and August 29, 2012.

1. Page 10, Item 4a:” 60’-0” parking modules typically consisting of a 24’ wide two way traffic aisle with 90 [degree] parking spaces on each side.” Slight variation from the driving aisle dimension has been allowed by the VA.

2. Page 10, Item 4b: “Typically, parking spaces are 9’-0” wide by 18’-0” long, providing comfortable and convenient parking”. Variations in length of 1’-0” and in width of 2’-8” have been allowed by the VA due to column intrusions. In addition some spaces are allowed to be shortened by column/shear wall combinations to a greater degree.

3. Page 10, Item 4c: “End bay turning aisles are 26’ wide”.: Smaller end bay turning aisle radii are acceptable by the VA, as shown in the RFP documents.

4. Page 11, Item 6: “Of these 1/6 are van accessible at 11’-0” wide by 18’-0” long with a 5’-0” access aisle on each side of the space. The remaining spaces are 8’-0” wide by 18’-0” long with a 5’-0” access aisle on each side of the space.” Variations in length and width of these spaces because of 1’-0”x 2’-8” column intrusions have been allowed by the VA. Some spaces will have only one functional access aisle (see PG-18-13 modifications allowed by the VA, above).

5. Page 11, Item 6: “…11 spaces must be van accessible at 11’-0” wide by 21’-0” long.” Shorter or narrower dimensions in part of these spaces have been allowed by the VA due to 1’-0” x 2’-8”column and shear wall intrusions in the RFP documents.

ARCHITECT: CONSULTANT:

Department of Veterans Affairs

Revisions: Date:

Project Title Project Number

Building Number

Drawing Number

DrawnCheckedDate

LocationApproved: Project Director

Drawing Title

Dwg.

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

F

E

D

C

B

A o n e e ig h th i n f o t o n e q u a rt e r in o t th h o t o n e h a lf i n o t th a rt o t o n e i n o t o n e a d a lf i n c h e o t th h e o t of

VA Caribbean Healthcare System New Parking Structure Phase 4

VA Medical Center

SAN JUAN, PUERTO RICO

672-085D Office of Construction and Facilities Management

DESIGN/BUILD CONRACTOR:

Carter Concrete Structures 1960 Parker Court Suite C Stone Mountain, GA 30087 T. 770.978.1212 F. 770.978.1267 www.carterstructures.com

X-030

CODE SUMMARY

RAG RAG04/05/2013 3 204

Area Schedule (Gross Building) Level Area

LEVEL 1 47145 SF

LEVEL 2 46345 SF

LEVEL 3 46345 SF

LEVEL 4 49100 SF

LEVEL 5 46345 SF

LEVEL 6 46354 SF

LEVEL 7 42373 SF

PENTHOUSE 1633 SF

325641 SF

ARCHITECT: CONSULTANT:

Department of Veterans Affairs

Project Title Project Number

Building Number

Drawing Number

DrawnCheckedDate

LocationApproved: Project Director

Drawing Title

Dwg.

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

F

E

D

C

B

A o n e e ig c e f o o t o n e q u a rt e f o o t th h e f o o t o n e h a lf i n c e f o o t th a rt e f o o t o n e i n c e f o o t o n e a n d o n e h a lf i n ch e e f o o t th h e e f o o t of

VA Caribbean Healthcare System New Parking Structure Phase 4

VA Medical Center

SAN JUAN, PUERTO RICO

672-085D Office of Construction and Facilities Management

DESIGN/BUILD CONRACTOR:

Carter Concrete Structures 1960 Parker Court Suite C Stone Mountain, GA 30087 T. 770.978.1212 F. 770.978.1267 www.carterstructures.com

X-010

TITLE

RAG RAG04/05/2013 1 204

NEW PARKING STRUCTURE PHASE 4

VA PROJECT NO. 672-085D

100% DRAWINGS SUBMISSION

VA MEDICAL CENTER

SAN JUAN, PUERTO RICO

APRIL 5, 2013

174 WEST WIEUCA ROAD, NW

ATLANTA GA, 30342-3220

404-549-9277

DESIGN/BUILDER:

1960 PARKER COURT

SUITE C

STONE MOUNTAIN, GA 30087

T. 770.978.1212 F. 770.978.1267 www.carterstructures.com

CARTER CONCRETE STRUCTURES

ARCHITECT:

174 WEST WIEUCA ROAD, NE

ATLANTA GA, 30342-3220

404-851-9580 blaengineers.com

STRUCTURAL ENGINEER:

100 ROAD 165. SUITE 604,

GUAYNABO, PR 00968-8053

(787) 707-1350

MECHANICAL ENGINEER:

PO BOX191587

SAN JUAN, PR 00919-1587

(787) 763-0655

ELECTRICAL ENGINEER:

57 SAN JOSE STREET, PH-2,

SAN JUAN, PR 00901

(787) 789-6187

LANDSCAPE ARCHITECT:

414 AVE MUÑOZ RIVERA,

SUITE 11B

HATO REY, PR 00918

(787) 764-4555

ASSOCIATE ARCHITECT:

3495 PEACHTREE PKWY

STE 114-171

SUWANEE, GA 30024

(404) 386-8430

SPECIFICATIONS:

FRANK COLLAZO & ASSOCIATES

CIVIL ENGINEER:

RAFAEL A. GARCIA, ARCHITECT LLC

JOSE CARLOS JOGLAR,

ARQUITECTO, PSC

BROWDER + LEGUIZAMON & ASSOC.

1581 CAVALIERI STREET, SUITE 2

URB. CARIBE

SAN JUAN, PR 00927

JORGE LEDON WEBSTER, PE, PSC

JUAN REQUENA & ASOCIADOS,

INGENIEROS CSPO

OFFICE OF LANDSCAPE

ARCHITECTURE

ARCHITECTURAL TECH SERVICES

MANSIONES DE VILLANOVA

E1-16, CALLE C

SAN JUAN, PUERTO RICO 00926

ENVIRONMENTAL:

LAZO MANGUAL ENGINEERING, PSC

CONSULTANTS TO DESIGN/BUILDER:

(NOT PART OF ARCHITECT'S CONTRACT)

CONSULTANTS TO ARCHITECT:

PO BOX 363116

SAN JUAN, PR 00936-3116

(787) 761-2570

GEOTECHNICAL ENGINEER:

JACA & SIERRA ENGINEERING,

PSC

NO. DESCRIPTION DATE

1 'CONSULTANTS TO THE DESIGN/BUILDER:'

REVISION

05/13/2013

AIR CONDITIONING

ANCHOR B OLT

ACCESS

ADDENDUM

ADJACENT

ABOVE FINISHED FLOOR

AGGREGATE

ALUMI NUM

ALTERNATE

APPROXIMATE (LY)

ASPHALT

AVERAGE

BOARD

BETWEEN

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BULLNOSE

BOTTOM

BEARING

BASEMENT

CABINET

CATCH BASIN

CEMENT

CERAMIC

CUBIC FOOT (FEET)

CAST IRON

CLOSET

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRE TE

CONNECTION

CONTINUE /CONTINUOUS

CARPET

CERAMIC TILE

CENTER

COLD WATER

CUBIC YARD (S)

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DOWNSPOUT

EACH

ELEVATION

ELEVATOR

ESTIMATE (D)

EXISTING

EXPANSION, EXPAND

EXTERIOR

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FIRE HOSE CABINET

FACE OF CONCRETE

FACE OF MASONRY

FACE OF PARTITION

FACE OF STUD

FACE OF WALL

FOOT OR FEET

GAUGE

GALLON

GALVANIZED

GRAB BAR

HOSE BIB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HEATING/VENTILATING/

AIR CONDITIONING

HOT WATER

INSIDE DIAMETER

INCH OR INCHES

INTERIOR

JOINT

LINEAR

MAGNETIC

MAXIMUM

MEDICINE CABINET

METAL

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING

NUMB ER

NOMINAL

NOT TO SCALE

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

PERFORATED

PLATE

PAIR

PROPERTY

POUNDS P ER SQUA RE INCH

PAINTED

POLYVINYL CHLORIDE

QUARRY TILE

RETURN AIR

ROOF DRAIN

REINFORCE (D), (ING)

REQUI RED

RESILIENT

RIGHT HAND

ROOM

ROUGH OPE NING

RIGHT-OF-WAY

STAINLESS STEEL

SUPPLY AIR

SANITARY

SOLID CORE

SCHEDULE

SECTION

SQUARE FOOT (FEET)

SHEET

SPECIAL

SPEAKER

SQUARE

STREET

STANDARD

SUSPE NDED

SWITCH

TELEPHONE

TEMPORARY

TYPICAL

UNDERWRITERS' LABORA TORIES

VINYL COMPOSITION TILE

VERTICAL

WEST

WITH

WITHOUT

WEIGHT

WELDED WIRE FABRIC

A/C

AB

ACC

ACOUS

ADD

ADJ

AFF

AGGR

ALUM

ALT

APPROX

ARCH

ASPH

AVG

BD

BET

BIT

BLDG

BLK

BLKG

BM

BN

BOT

BRG

BSMT

CAB

CB

CEM

CER

CF

CI

CL

CLG

CLR

CMU

CO

COL

CONC

CONN

CONT

CPT

CT

CTR

CW

CY

DET

DF

DIA

DIAG

DIM

DS

EA

EL

ELEC

ELEV

EST

EXIST

EXP

EXT

FD

FE

FEC

FF

FHC

FIN

FLR

FOC

FOM

FOP

FOS

FOW

FT

GA

GAL

GALV

GB

HB

HC

HGT

HM

HVAC

HW

ID

IN

INCL

INSUL

INT

JT

LIN

MAG

MAX

MC

MECH

MET

MFR

MH

MIN

MISC

MO

NO

NOM

NTS

OC

OD

OH

OPP

PERF

PL

PR

PROP

PSF

PSI

PT

PTD

PVC

QT

R

RA

RD

REINF

RES

RET

REV

RH

RM

RO

ROW

S/S

SA

SAN

SC

SCH

SECT

SF

SHT

SP

SPEC

SPKR

SQ

ST

STD

SUSP

SW

SYM

TEL

TEMP

THK

TYP

UL

VAR

VCT

VERT

W W/ W/O

WT

WWF

POUNDS PER SQUARE FOOT

MECHANICAL

ADJUST ADJUSTABLE

AP ACCESS PANEL

CG CORNER GUA RD

CJ CONTROL JOINT

DB DOCK B UMPER

EJ EXPANSION JOINT

FLOOR DRAIN

EP ELECTRICAL PANEL

EWC ELECTRIC WATER COOLER

HANDICAPPEDH/C

MEP

SG SPANDREL GLASS

HORIZONTALHORIZ

REQ'D

TOC TOP OF CURB

TOP TOP OF PIER

TOS TOP OF STEEL

TOW TOP OF WALL

WWM WELDED WI RE MESH

ACOUSTIC (AL)

BOC BOTTOM OF CURB

CIP CAST IN PLACE

DEG DEGREES

DL DEAD LOAD

EPDM

DIENE MONOMER

ETHYLENE PROPYLENE

ELECTRIC (AL)

FINISH (ED)

FLOOR (ING)

INCLUDE (ING)

INSULATE (D), (ION)

JUNCTIONJCT

MECHANICAL, ELECTRICAL,

PLUMBING

LF LINEAR FOOT (FEET)

ON CENTER (S)

REVISION (S), REVISED

RETURN, RETAINING

RISER, RADIUS

SPECIFICATION (S)

SYMMETRY (ICAL)

VARIES (ABLE)

THICK (NESS)

TOM TOP OF MASONRY

PRESSURE TREATED

NIC NOT IN CONTRACT

PCF POUNDS PER CUBIC FOOT

ARCHI TECTURAL

BENCHMARK

CLEANOUT

CFMF COLD FORMED METAL FRAMING

A

B

C

D

H

G

F

E

I

J

L M

O

P

Q R

S

T

U V

W

GYPSUM WA LL BOARDGWB

GYP GYPSUM

DOWNDN

D.O. DOOR OP ENING

N

SIMILARSIM

TO BE DETERMINEDTBD

UNLESS NOTED OTHERWISEUNO

CARD READERCR

DC DOOR CONTA CT

DE DELAYED EGRESS

EQ EQUAL

EQUIP EQUIPMENT

EPB EXIT PANIC BAR

ELECTRIC STRIKEES

MAGNETIC LOCKML

REX REQUEST TO EXIT

Name Elevation

A

1 View Name 1/8" = 1'-0"A101

Room name

150 SF

A101

SIM

1i 1hr

A

ZZZ

ROOM TAG

VIEW TAG

BUILDING SECTION

FLOOR LEVEL

COLUMN GRID

CURTAIN WALL PANEL TAG

ITEM TAG

KEYED NOTE

REVISION TAG

DEMOLITION TAG

PARTITION TAG

ITEMS TO BE DEMOLISHED

NEW CONSTRUCTION

DETAIL NUMBER ON SHEET

SHEET NUMBER OF VIEW

SHEET NUMBER OF VIEW

SECTION NUMBER

BREAK LINE

ALIGN

ALIGN ELEMENTS

DOOR TAG

FLOOR ELEVATION

FLOOR NAME

ELEVATION CALLOUT

SHEET NUMBER OF VIEW

ELEVATION NUMBER

SIM

A101

1 DETAIL CALLOUT

SHEET NUMBER OF VIEW

DETAIL NUMBER

ROOM NAME

ROOM NUMBER

ROOM AREA

FIRE RATING

WALL TYPE

A101

DIMENSION

TO COLUMN

CENTERLINE

DIMENSION TO

STUD/ FACE OF

UNFINISHED

CMU/CONCRETE

DIMENSION

TO FINISHED

SURFACE

SYMBOL LEGEND

DIMENSION LEGEND

A101

1 ALTERNATE DETAIL CALLOUT

SHEET NUMBER OF VIEW

DETAIL NUMBER

ABBREVIATION LEGEND

N

PROJECT NORTH ARROW

[W/MAGNETIC NORTH]]

ARCHITECT: CONSULTANT:

Department of Veterans Affairs

Project Title Project Number

Building Number

Drawing Number

DrawnCheckedDate

LocationApproved: Project Director

Drawing Title

Dwg.

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

F

E

D

C

B

A o n e e ig c e f o o t o n e q u a rt e f o o t th h e f o o t o n e h a lf i n c e f o o t th a rt e f o o t o n e i n c e f o o t o n e a n d o n e h a lf i n ch e e f o o t th h e e f o o t of

VA Caribbean Healthcare System New Parking Structure Phase 4

VA Medical Center

SAN JUAN, PUERTO RICO

672-085D Office of Construction and Facilities Management

DESIGN/BUILD CONRACTOR:

Carter Concrete Structures 1960 Parker Court Suite C Stone Mountain, GA 30087 T. 770.978.1212 F. 770.978.1267 www.carterstructures.com

X-020

INDEX/REVISIONS

RAG RAG04/05/2013 2 204

SHEET INDEX

Sheet Number Sheet Name 06

/2 5/

/2

0/

/1

4/

/0

9/

/1

5/

/1

9/

TY116 LEVEL 6 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY117 LEVEL 7 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY118 LEVEL PH – TELECOM. & SPECIAL SYSTEMS √ √ √

TY121 HOSPITAL LEVEL 1 TELECOMMUNICATIONS &

SPECIAL SYSTEMS

TY122 SITE PLAN TELECOMMUNICATIONS & SPECIAL

SYSTEMS

TY411 FIBER BACKBONE SINGLE LINE DIAGRAM √ √ √

TY412 UTP BACKBONE SINGLE LINE DIAGRAM √ √ √

Grand total: 201

SHEET INDEX

Sheet Number Sheet Name 06

/2 5/

/2

0/

/1

4/

/0

9/

/1

5/

/1

9/

SG002 GENERAL NOTES √ √ √

SB110 FOUNDATION PLAN - STRUCTURAL √ √ √ √ *

SB501 FOUNDATION DETAILS AND SCHEDULE √ √ √ √

SB502 FOUNDATION DETAILS - STRUCTURAL √ √ √ √ *

SB503 SPECIAL PILE CAP DETAILS √ √ √ *

SB504 FOUNDATION DETAILS - STRUCTURAL √ √

SB505 RETAINING WALL ELEVATIONS √ √ *

SF111 LEVEL 1 PLAN - STRUCTURAL √ √ √ √ *

SF112 LEVEL 2 PLAN - STRUCTURAL √ √ √ √

SF113 LEVEL 3 PLAN - STRUCTURAL √ √ √ √

SF114 LEVEL 4 PLAN - STRUCTURAL √ √ √ √

SF115 LEVEL 5 PLAN - STRUCTURAL √ √ √ √

SF116 LEVEL 6 PLAN - STRUCTURAL √ √ √ √

SF117 LEVEL 7 PLAN - STRUCTURAL √ √ √ √

SF118 PENTHOUSE AND ROOF PLANS √ √ *

SF119 STAIRWELL FLOOR PLANS √

SF511 MISC PT BEAM - COLUMN DETAILS √ √ √ √ *

SF521 PT SLAB DETAILS - STRUCTURAL √ √ √ √

SF531 PT BEAM SCHEDULE AND DETAILS √ √ √ √

SF532 STRUCTURAL BEAM DIAGRAMS √ √ √ *

SF533 STRUCTURAL BEAM DIAGRAMS √ √ √

SF534 STRUCTURAL BEAM DIAGRAMS √ √

SF535 STRUCTURAL BEAM DIAGRAMS √ √ *

SF536 STRUCTURAL BEAM DIAGRAMS √ √

SF541 PT FRAMING DETAILS - STRUCTURAL √ √ √ √

SF542 PT FRAMING DETAILS - STRUCTURAL √ √ √ √

SF545 SKYWALK FRAMING DETAILS √ √ *

SF546 SKYWALK FRAMING DETAILS - BEAM DIAGRAMS √ √ *

SF551 SHEAR WALL PLANS √ √ √

SF552 SHEAR WALL PLANS √ √ √

SF561 STANDARD & MISC DETAILS - STRUCTURAL √ √ √ √

SF562 STANDARD & MISC DETAILS - STRUCTURAL √ √ √ √

M - 111 PARKING LEVEL #1 MECHANICAL LAYOUT √ √ √

M - 112 PARKING LEVEL #2 MECHANICAL LAYOUT √ √ √

M - 113 PARKING LEVEL #3 MECHANICAL LAYOUT √ √ √

M - 114 PARKING LEVEL #4 MECHANICAL LAYOUT √ √ √

M - 115 PARKING LEVEL #5 MECHANICAL LAYOUT √ √ √

M - 116 PARKING LEVEL #6 MECHANICAL LAYOUT √ √ √

M - 117 PARKING LEVEL #7 MECHANICAL LAYOUT √ √ √

M - 118 PENTHOUSE & ELEVATOR ROOF MECHANICAL

LAYOUT

M - 301 RISER & CONTROL DIAGRAMS MECHANICAL √ √ √

M - 302 A/C CONTROL DIAGRAMS √

M - 501 DETAILS √ √ √

M - 601 SCHEDULES & SYMBOL LIST √ √ √

P - 111 PARKING LEVEL #1 PLUMBING LAYOUT √ √ √ √

P - 112 PARKING LEVEL #3 PLUMBING LAYOUT √ √ √ √

P - 113 PARKING LEVEL #2 PLUMBING LAYOUT √ √ √ √

P - 114 PARKING LEVEL #4 PLUMBING LAYOUT √ √ √ √

P - 115 PARKING LEVEL #5 PLUMBING LAYOUT √ √ √ √

P - 116 PARKING LEVEL #6 PLUMBING LAYOUT √ √ √ √

P - 117 PARKING LEVEL #7 PLUMBING LAYOUT √ √ √ √

P - 118 PENTHOUSE, STAIR & ELEV. ROOF PLUMBING

LAYOUT

P - 301 PLUMBING RISER DIAGRAM √ √ √

P - 302 PLUMBING AND STANDPIPES RISER DIAGRAM √ √ √

P - 303 FIRE PROTECTION RISER DIAGRAM √ √ √

P - 503 PLUMBIND DETAILS √

P - 501 PLUMBING DETAILS √ √ √

P - 502 PLUMBING DETAILS √

P - 901 SCHEDULES, LEGEND AND GENERAL NOTES √ √ √

EJ100 ELECTRICAL SITE PLAN √ √ √

EL111 LEVEL 1 PLAN - LIGHTING √ √ √ √

EL112 LEVEL 2 PLAN - LIGHTING √ √ √ √

EL113 LEVEL 3 PLAN - LIGHTING √ √ √ √

EL114 LEVEL 4 PLAN - LIGHTING √ √ √ √

EL115 LEVEL 5 PLAN - LIGHTING √ √ √ √

EL116 LEVEL 6 PLAN - LIGHTING √ √ √ √

EL117 LEVEL 7 & PENTHOUSE PLAN - LIGHTING √ √ √ √

EP111 LEVEL 1 PLAN - POWER √ √ √ √

EP112 LEVEL 2 PLAN - POWER √ √ √ √

EP113 LEVEL 3 PLAN - POWER √ √ √ √

EP114 LEVEL 4 PLAN - POWER √ √ √ √

EP115 LEVEL 5 PLAN - POWER √ √ √ √

EP116 LEVEL 6 PLAN - POWER √ √ √ √

EP117 LEVEL 7 PLAN - POWER √ √ √ √

FA111 LEVEL 1 PLAN - FIRE ALARM √ √ √ √

FA112 LEVEL 2 PLAN - FIRE ALARM √ √ √ √

FA113 LEVEL 3 PLAN - FIRE ALARM √ √ √ √

FA114 LEVEL 4 PLAN - FIRE ALARM √ √ √ √

FA115 LEVEL 5 PLAN - FIRE ALARM √ √ √ √

FA116 LEVEL 6 PLAN - FIRE ALARM √ √ √ √

FA117 LEVEL 7 & PENTHOUSE PLAN - FIRE ALARM √ √ √ √

EJ301 PROPOSED POWER ONE-LINE DIAGRAM √ √ √ √

EJ302 FIRE ALARM RISER DIAGRAM √ √ √

EJ501 ELECTRICAL DETAILS √ √ √

EJ601 SCHEDULES & SYMBOL LIST √ √ √ √

EJ602 ELECTRICAL NOTES √ √ √

EJ603 PANEL SCHEDULES & SWITCHING PANEL √ √ √

TY001 TELECOMMUNICATIONS & SPECIAL SYSTEMS

SYMBOLS LEGEND

TY002 TELECOMMUNICATIONS & SPECIAL SYSTEMS

DETAILS

TY003 TELECOMMUNICATIONS & SPECIAL SYSTEMS

PATHWAYS SINGLE LINE DIAGRAM

TY004 TELECOMMUNICATIONS GROUNDING &

BOUNDING SINGLE LINE DIAGRAM

TY111 LEVEL 1 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY112 LEVEL 2 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY113 LEVEL 3 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY114 LEVEL 4 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

TY115 LEVEL 5 - TELECOM. & SPECIAL SYSTEMS √ √ √ √

SHEET INDEX

Sheet Number Sheet Name 06

/2 5/

/2

0/

/1

4/

/0

9/

/1

5/

/1

9/

X-010 TITLE √ √ √ √ √

X-020 INDEX/REVISIONS √ √ √ √ √

X-030 CODE SUMMARY √ √ √ √ √

L - 01 PLANTING & IRRIGATION PLAN – SOUTH SIDE √ √ √

L - 02 PLANTING PLAN – NORTH SIDE √ √ √

VF - 101 EXISTING CONDITIONS SURVEY √ √ √

CD - 101 DEMOLITION PLAN √ √ √

C - 101 GEOMETRIC LAYOUT PLAN √ √ √

C - 102 GEOMETRIC LAYOUT PLAN √ √ √

C - 501 CIVIL MISCELLANEOUS DETAILS √ √ √

C - 502 CIVIL MISCELLANEOUS DETAILS √ √ √

C - 503 STREET SECTIONS √ √ √

C - 504 DRIVEWAY R2 PROFILE √ √ √

CG - 101 GRADING PLAN √ √ √

CG - 102 GRADING PLAN √ √ √

CI - 301 RETAINING WALL NO. 1 √ √ √ *

CI - 301A RETAINING WALL NO. 1 *

CI - 302 STAIRCASE DETAILS √ √ √

CI - 303 STRUCTURAL STAIR DETAILS √ √ √

CI - 304 MESA RETAINING WALL NO. 2 SECTION √ √ √

CI - 305 MESA RETAINING WALL NOTES √ √ √

CI - 306 MESA RETAINING WALL DETAILS √ √ √

CI - 307 MESA RETAINING WALL CONSTRUCTION

SEQUENCE

CG - 103 C.E.S. PLAN √ √ √

CG - 104 C.E.S. PLAN √ √ √

CU - 101 WATER DISTRIBUTION PLAN √ √ √

CU - 102 WATER DISTRIBUTION PLAN √ √ √

CU - 501 WATER DISTRIBUTION DETAILS √ √ √

CU - 103 SANITARY SEWER PLAN √ √ √

CU - 104 SANITARY SEWER PLAN √ √ √

CU - 502 SANITARY SEWER PROFILES √ √ √

CU - 503 SANITARY SEWER DETAILS √ √ √

CU - 105 STORM SEWER PLAN √ √ √

CU - 106 STORM SEWER PLAN √ √ √

CU - 504 STORM SEWER PROFILES √ √ √

CU - 505 STORM SEWER DETAILS √ √ √

CU - 506 STORM SEWER DETAILS √ √ √

CU - 507 STORM SEWER DETAILS √ √ √

CU - 508 STORM SEWER DETAILS √ √

CP - 201 TRAFFIC MAINTENANCE PLAN √ √ √

CP - 202 TRAFFIC MAINTENANCE PLAN √ √ √

CP - 203 TRAFFIC MAINTENANCE PLAN √ √ √

CP - 204 TRAFFIC WARNING SIGNS √ √ √

CP - 205 TRAFFIC SIGNAGE PLAN √ √ √

CP - 206 TRAFFIC SIGNAGE PLAN √ √ √

CP - 207 TRAFFIC PERMANENT SIGN √ √ √

CX - 301 GENERAL CONDITIONS FOR SECURITY √ √ √

AE-032 LIFE SAFETY PLANS √ √ √

AE-110 LAYOUT PLAN, LEVEL 1 √ √ √

AE-111 LEVEL 1 STRIPING PLAN √ √ √ √ √

AE-120 LAYOUT PLAN, LEVEL 2 √ √ √

AE-121 LEVEL 2 STRIPING PLAN √ √ √ √ √

AE-130 LAYOUT PLAN, LEVEL 3 √ √ √

AE-131 LEVEL 3 STRIPING PLAN √ √ √ √ √

AE-140 LAYOUT PLAN, LEVEL 4 √ √ √

AE-141 LEVEL 4 STRIPING PLAN √ √ √ √ √

AE-150 LAYOUT PLAN, LEVEL 5 √ √ √

AE-151 LEVEL 5 STRIPING PLAN √ √ √ √ √

AE-160 LAYOUT PLAN, LEVEL 6 √ √ √

AE-161 LEVEL 6 STRIPING PLAN √ √ √ √ √

AE-170 LAYOUT PLAN, LEVEL 7 √ √ √

AE-171 LEVEL 7 STRIPING PLAN √ √ √ √ √

AE-172 PV DECKS - PLANS √ √ √

DE-501 PLAN DETAILS √ √ √

DE-502 CISTERN DETAIL √ √

DE-503 DRAIN AND WATERPROOFING DETAILS √ √ √

AE-210 BUILDING ELEVATIONS (S,W) √ √ √ √ √

AE-220 BUILDING ELEVATIONS (N, E) √ √ √ √ √

AE-300 BUILDING SECTIONS √ √ √ √ √

AE-301 BUILDING SECTIONS √ √

AE-310 EXTERIOR WALL SECTIONS √ √ √

AE-311 INTERIOR WALL SECTIONS √ √ √

AE-320 BRIDGE SECTIONS √ √ √

AE-321 BRIDGE SECTION & DETAILS √ √ √

AE-322 BRIDGE SECTIONS & DETAILS √ √ √

AE-410 ELEVATOR LOBBY PLANS √ √ √ √ √

AE-411 ELEVATOR LOBBY PLANS √ √ √ √ √

AE-412 ELEVATOR LOBBY PLANS √ √ √

AE-413 ELEVATOR LOBBY ELEVATIONS √ √ √

AE-414 ELEVATOR LOBBY SECTION, DETAILS √ √ √ √ √

AE-415 ELEVATOR LOBBY INTERIOR ELEVATIONS √ √ √

AE-420 STAIR 1 PLANS √ √ √ √ √

AE-421 STAIR 1 ELEVATIONS, SECTION √ √ √ √ √

DE-504 STAIR DETAILS √ √ √

AE-430 BRIDGE PLANS √ √ √ √ √

AE-431 BRIDGE ELEVATIONS √ √ √ √ √

AE-440 ACCESSIBLE WALKWAY AND FALL PREVENTION

GRILLE PLANS AND DETAILS

AE-441 SLAB DRAIN LOCATION ENLARGED PLANS √ √ √

AE-450 MECHANICAL/TELECOM ROOMS √ √ √

AE-460 GUARDHOUSE √ √ √

DE-505 CURTAIN WALL DETAILS √ √ √

DE-506 BUILDING DETAILS √ √

DE-507 WALL TYPES √ √ √

DE-560 GRILLE, MESH, AND EXTERIOR FINISH DETAILS &

SCHEDULES

DE-561 DOOR AND HARDWARE DETAILS & SCHEDULES √ √ √

DE-562 ACCESSORY DETAILS & SCHEDULES √ √ √

AF-600 ROOM FINISH AND OMNICLASS SCHEDULES √ √ √

SG001 GENERAL NOTES √ √ √ √ *

* = SHEETS ISSUED AS REVISIONS TO PREVIOUSLY RELEASED DRAWINGS.

1 INDEX REVISION 07/01/2013

BUILDING DATA:

CONSTRUCTION TYPE:

BUILDING HEIGHT:

BUILDING AREA/ FLOOR:

TOTAL BUILDING AREA:

TOTAL EXITING DISTANCE:

LOW HAZARD STORAGE, S2

1B (OPEN PARKING STRUCTURE)

158' 7"

300'

PARKING COUNT: OPEN PARKING GARAGE CALCULATIONS: PER REQUIREMENTS OF 2009 IBC, 406.3.3.1

MESH SF · (% Open) + MESH SF · (% Open) + FALL PROTECTION GRILLE SF · (% Open) + FENCING · (% Open) + UNOBSTRUCTED OPENING = TOTAL OPENNESS OF PARKING GARAGE STRUCTURESCALECUBIST

1665.05 · (74%) + 2575.93 · (62%) 17440.00 · (90.67%) +2388.51 · (90%*) + 414 · (100%) = 21205.7206 SFSF 21205.7206 SF TOTAL OPENNESS OF PARKING GARAGE STRUCTURE

80805.54 SF TOTAL WALL AREA

≈ 0.26283 ≈ 26.3% ≥ 20%20% THIS STRUCTURE QUALIFIES AS AN "OPEN PARKING STRUCTURE" PER IBC 2009.

*ASSUMED OPENNESS OF CHAIN LINK MESH

V.A. Caribbean Healthcare System New Parking Structure – Phase 4 VA No. 672-085D

APPLICABLE CODES:

Building Code – International Building Code (IBC 2009) with 2011 Puerto Rico Building Code Amendments Life Safety Code – NFPA 101 Life Safety Code (2009) Fire Code – NFPA National Fire Codes, not including NFPA 5000 and NFPA 900 Mechanical Code – International Mechanical Code (IBC 2009) Electrical Code – National Electrical Code (NEC 2009) Plumbing Code – National Standard Plumbing Code (NSPC 2009) Accessibility Standards– Uniform Federal Accessibility Standards (UFAS) Dept. of Veterans Affairs Barrier Free Design Guide PG-18-13 (with selected exemptions granted by VA, listed below) 2010 ADA Standards for Accessible Design Seismic Requirements – Dept. of Veterans Affairs Seismic Design Requirements H-18-8 Elevator Code – Safety Code for Elevators and Escalators, ASME A 17.1 Miscellaneous Other Standards and Codes – Occupational, Safety and Health Administration (OSHA) Standards Building Code Requirements for Reinforced Concrete, ACI 318 Energy Policy Act of 2005 (EPAct) Ventilation for Acceptable Indoor Quality – ASHRAE Standard 62.1-2004 Other applicable trade-specific standards and codes will be detailed in each consultant’s Documents.

In general, such standards are referenced, and are part of, the codes listed above.

1. IBC 2009 with 2011 PR Building Code Amendments

Chapter 3 – 311.1 Use and Occupancy – Low Hazard Storage, Group S2 Chapter 4 – 406.3 Open Parking Garage, Type IB Construction, Ramp Access, Exterior wall openings of 20% of perimeter wall area/wall/tier, 40% of tier perimeter minimum, interior walls 20% open, Openings evenly distributed. Unlimited area per tier allowed, 12 tiers maximum.

Chapter 5 – Building Height and Area per 406.3, above.

Table 508.4 Required Separation of Occupancies – Separation between Existing hospital breezeway (I2 occupancy) and Skywalk bridge structure Of this Project (S2 Occupancy) allowed to be 2 hours if Skywalk fully Sprinklered per 903.3.1.1 Chapter 6 – Fire-Resistance requirements per Table 601: Structural Frame 2hr., Bearing Walls 2hr., Ext. Non-Bearing Walls 1hr. for 30’-0” or less separation, Floor 2 hr., Roof 1 hr.

Combustible Materials per 603: Insulation FS 25 maximum, Roof Coverings A,B,C Class.

Chapter 7 – Opening Protectives per Table 705.8: for separation of:

3’-NP, 5’ – 15%, 10’-25%, 15’ – 45%, 20’ – 75%, 30’ –NL,

Elevator Hoistway Enclosure not required per 708.2.14, Enclosed Elevator Lobby not required per 708.14.1.2, Opening Protectives per Section 715. Skywalk openings omitted at 30’-0” closest to hospital to comply with 705.0 Chapter 8 – No Comment Chapter 9 – Sprinkler System not required. (see Chapter 5 for Skywalk exception) 903.3.1.1- Skywalk sprinkler system to be installed per NFPA 13 Class I Manual Standpipe System per [F]905.1, exception 2.

Hose Thread connections to be reviewed and approved by local Fire department per [F]905.1 Portable Fire Extinguishers provided per VA RFP requirement:

Ordinary /Moderate Hazard per NFPA 10, Class B Flammables 20B Extinguishers, 50’-0” travel distance to extinguisher.

Chapter 10 – Total area per floor = 47,763 sf, 239 occupants/floor (200 sf/occ. Table 1004.1.1) Total Occupants: 239 x 7 levels = 1673 occupants total.

Minimum Stair Width = 239/2 x .3” = 36” per 1005.1, Minimum allowable stair width is 44” per 1009.1 Minimum Accessible Means of Egress stair width is 48” Per 1007.3 (two Accessible Means of Egress required by 1007.1) Area of Refuge not required at stairs per 1007.3.5 Accessible Means of Egress provided by elevator per VA, Area of Refuge not required at elevator per 1007.4.1.

Chapter 11 – Accessible Route required, all floors. 60% of entrances to be Accessible Entrances. 2% 0f all parking spaces to be accessible.

One of every six accessible spaces to be an accessible van space.

Passenger elevators on an accessible route to be accessible.

Chapter 12 – Refer to MEP Documents Chapter 13 – Refer to HVAC Documents Chapter 14 – No Comment Chapter 15 – Exterior walls and roofs of penthouses to be non-combustible.

Chapter 16 – Refer to Structural Documents Chapter 17 – Refer to Structural Documents Chapter 18 – Refer to Structural Documents Chapter 19 – Refer to Structural Documents Chapter 20 – Refer to Structural Documents Chapter 21 – Refer to Structural Documents Chapter 22 – Refer to Structural Documents Chapter 23 – N/A Chapter 24 – No Comment Chapter 25 – No Comment Chapter 26 – No Comment Chapter 27 – Refer to Electrical Documents Chapter 28 – Refer to Mechanical Documents Chapter 29 – Refer to Plumbing Documents Chapter 30 – Elevator Shaft Enclosures – not required (708.2.14), no rating (see NFPA 101, Ch. 8, below) Glass in elevator hoistways to be laminated per ANSI Z97.1 or CPSC 16 CFR Chapter 31 – N/A Chapter 32 – N/A Chapter 33 – N/A Chapter 34 – N/A Chapter 35 – No Comment

2. NFP 101 Life Safety Code (2009)

Chapter 6 - 6.1.13.1 Storage Occupancy. 6.1.14.4.1(b) 2 hr separation from Healthcare Chapter 7 - 7’-6” min ht. at Means of Egress, level. 6’-8” min ht. at stairs. Maximum Abrupt change in floor level ¼”, ½” if top ¼” has 45 degree bevel. Slip Resistant surfaces required at Means of Egress. Min Tread 11”. Max riser Ht. 7”, Max ht.

between landings 12’-0”, Landings Equal in width to stair width, max. 48”plus Area of Refuge at Accessible Means of Egress. Handrails shall be continuous, within 30” of width, 30” to 38” above tread. Clearance of 2 ¼” from wall required. Maximum handrail projection into stair width 4 ½”. Non-continuous handrails project 12” beyond top riser and depth of one Tread beyond bottom riser. Stair width 0.3”/occupant, Ramp width 0.2”/Occupant. Two Means of Egress required (less than 500 Oc/fl) separated by ½ diagonal of floor, min. Two Accessible Means of Egress required (7.5.4.1). 48” clear stair width required (Accessible Means of Egress).

Chapter 8 - No Comment Chapter 9 - Elevator machine Room to be ventilated per 9.4.5.

Chapter 10 - No Comment Chapters 11- 41 – N/A Chapter 41 - Table 42.2.5: Max Dead End Corridor 50’, Common Path of Travel 50’, Table 42.8.2.6.1: Maximum Travel Distance to Exits 300’.

42.8.3.4.1(2): Fire Alarm System not required.

3. Uniform Federal Accessibility Standards, [V.A. Barrier Free Design Guide PG-18-13]

Chapter 4 - 4.1.1(5)(e)(iii) : 20% of all spaces to be Accessible Spaces in SCI facilities.

4.3: Accessible Route required from public transport, accessible spaces, Accessible loading zones, public sidewalks to building entrance. An Accessible Route to connect all accessible buildings and facilities on site.

Minimum Accessible Route width 36”[Modified by PG-18-13, page 1, to 60”] The VA has allowed the Design/Build Team a variation of PG-18-13 To “approximately 4’-0” at columns” – RFI D0006 Response, 08/16/2012, on file with Architect. In addition, Item 10, August 22, 2012 Letter from VA allows “encroachments every 22’ [to] narrow the accessible route to about 4’ wide for a two foot length…” 4.4.1: Protruding objects 27” to 80” AFF cannot project more than 4” into Walking surfaces.

4.4.2: 80” minimum headroom at walking surfaces.

4.6.3: Accessible Parking Spaces to be 96” wide min with one adjacent 60” Access Aisle [Modified by PG-18-13, page 2, to two 60” aisles]

The VA has Allowed the Design/Build Team a variation of PG-18-13 to accept Accessible Parking Spaces and Accessible SCI/PVA Parking Spaces with only one 60” Accessible Access Aisle where shear walls and columns interfere in the Plan provided to the Design/Build…