36C10E19B0001-005.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V A

S t.

P e te

/V B

A -4

-M e c h

C L

W y s s .r v t

/4

/2

:2

:5

P M

G0.00

COVER SHEET

Checker KG

SHEET INDEX

Sheet Number Sheet Name

GENERAL

G0.00 COVER SHEET

G0.01 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

G0.02 CODE ANALYSIS

G0.03 OCCUPANCY COUNT AND LIFE SAFETY DIAGRAMS

G0.04 ADA REQUIREMENTS

STRUCTURAL

S-101 NEW FRAMING PLAN AND DETAILS

S-D101 EXISTING FRAMING PLAN AND DETAILS

ARCHITECTURAL

AD1.02 SECOND FLOOR - DEMO PLAN

AD1.03 THIRD FLOOR - DEMO PLAN

AD1.04 ROOF LEVEL - DEMO PLAN

AD2.02 SECOND FLOOR - DEMO RCP

AD2.03 THIRD FLOOR - DEMO RCP

A1.02 SECOND FLOOR PLAN

A1.03 THIRD FLOOR PLAN

A1.04 ROOF PLAN

A2.02 SECOND FLOOR - RCP

A2.03 THIRD FLOOR - RCP

A3.02 SECOND FLOOR - FURNITURE PLAN

A3.03 THIRD FLOOR - FURNITURE PLAN

A4.02 SECOND FLOOR - POWER & COMMUNICATION PLAN

A4.03 THIRD FLOOR - POWER & COMMUNICATION PLAN

A5.02 SECOND FLOOR - FINISH PLAN

A5.03 THIRD FLOOR - FINISH PLAN

A6.01 RESTROOM ENLARGED PLANS & ELEVATIONS

A6.02 INTERIOR ELEVATIONS

A6.03 ELEVATOR CAB PLANS, ELEVATIONS, & DETAILS

A7.01 MILLWORK DETAILS

A7.02 GLASS PARTITION DETAILS

A7.03 CEILING DETAILS

A7.04 INTERIOR DETAILS

A8.01 PARTITION TYPES / SCHEDULES

A8.02 DOOR/FRAME/HARDWARE TYPES & FINISH SCHEDULE

A8.03 PLUMBING & ACCESSORY PLANS & SCHEDULES

A8.04 GRAPHIC WALL ELEVATIONS

FIRE PROTECTION

FX-102 FIRE SUPPRESSION SECOND FLOOR PLAN

FX-103 FIRE SUPPRESSION THIRD FLOOR PLAN

PLUMBING

P-001 PLUMBING LEGEND AND GENERAL NOTES

PD-101 PLUMBING DEMOLITION PLAN - FIRST FLOOR

PD-102 PLUMBING DEMOLITION PLAN - SECOND FLOOR

PD-103 PLUMBING DEMOLITION PLAN - THIRD FLOOR

PL-101 PLUMBING NEW WORK PLAN - FIRST FLOOR

PL-102 PLUMBING NEW WORK PLAN - SECOND FLOOR

PL-103 PLUMBING NEW WORK PLAN - THIRD FLOOR

PL-501 PLUMBING DETAILS

PL-601 PLUMBING SCHEDULES AND ISOMETRICS

MECHANICAL

MI-001 MECHANICAL LEGEND SHEET

MD-102 HVAC 2ND FLOOR DEMOLITION PLAN

MD-103 HVAC 3RD FLOOR DEMOLITION PLAN

MD-104 HVAC ROOF DEMOLITION PLAN

MH-102.1 HVAC 2ND FLOOR NEW WORK PLAN - SUPPLY

MH-102.2 HVAC 2ND FLOOR NEW WORK - EXHAUST/RETURN

MH-103.1 HVAC 3RD FLOOR NEW WORK PLAN - SUPPLY

MH-103.2 HVAC 3RD FLOOR NEW WORK PLAN - EXHAUST/RETURN

MH-104 HVAC ROOF NEW WORK PLAN

MH-501 DETAILS

MH-502 DETAILS

MH-601 HVAC CONTROLS

MH-602 HVAC CONTROLS

MH-603 HVAC CONTROLS

MH-604 HVAC SCHEDULES

MH-605 HVAC SCHEDULES

MH-606 HVAC SCHEDULES

MH-607 HVAC SCHEDULES

MH-608 HVAC SCHEDULES

ELECTRICAL

E001 LEGEND, ABBREVIATIONS & INDEX OF DRAWINGS

ED102 SECOND FLOOR - DEMOLITION PLAN

ED103 THIRD FLOOR - DEMOLITION PLAN

EL102 SECOND FLOOR PLAN - LIGHTING

EL103 THIRD FLOOR PLAN - LIGHTING

EP102 SECOND FLOOR PLAN - POWER

EP103 THIRD FLOOR PLAN - POWER

ET102 SECOND FLOOR PLAN - TECHNOLOGY

ET103 THIRD FLOOR PLAN - TECHNOLOGY

EX104 ROOF PLAN

ET401 ENLARGED SIGNALS ROOM PLANS

E501 ELECTRICAL DETAILS

E502 TECHNOLOGY DETAILS

E503 TECHNOLOGY DETAILS

E601 LIGHTING FIXTURES

E602 SINGLE LINE DIAGRAM

E603 PANELBOARD SCHEDULES

RENOVATION OF BUILDING 47 FOR AMO

PROJECT NUMBER: VB3226

9500 BAY PINES BLVD.

BAY PINES, FL 33744

Revisions: Date:

6"

1' -6

6"

4' -0

EQEQ

1' -6

6"

5' -0

4' -6

6' -8

4' -0

4' -6

6' -8

L

CCOLUMN

TO TEXT BASE

THERMOSTAT

FIRE STROBE

GANG OF DIMMER SWITCHES

LIGHT SWITCH

FINISH FLOOR LINE

ELEC./DATA OUTLETS

AND TV OUTLETS

IF THERE IS A SWITCH,

LOCATE PHONE AWAY 6"

AS SHOWN. OTHERWISE

ALIGN WITH VERTICAL

TELEPHONE AND/OR CARD READER

AT 48" MAX. TO OPERABLE PARTS.

DURESS BUTTON SHALL BE REACHABLE

AT 48" MAX.

FIRE STROBE

SWITCH

THERMOSTAT

ELEC./DATA OUTLETS

IF THERE IS A SWITCH,

LOCATE PHONE 6" AWAY

AS SHOWN. OTHERWISE

ALIGN WITH VERTICAL

TELEPHONE AT 48" MAX.

TO OPERABLE PARTS. DURESS

BUTTON SHALL BE REACHABLE

AT 48" MAX.

1"

1"

1' -6

6"

EDGE OF WALL OR DOOR OF FRAME

FINISH FLOOR LINE

TYPICAL POWER OR

COMMUNICATIONS OUTLET

(SINGLE BOX)

1"

1' -6

TYPICAL OUTLETS

TYP.

FINISH FLOOR LINE

OR DEVICES

GENERAL SYMBOLS

SCALE:

B2

VIEW NAME

1/8" = 1'-0"

A4

EARTH

EARTH GRAVEL

CONCRETE

METALS

BRICK

CMU

TILE

STONE

WOOD

GYPSUM

GLASS

INSULATION

REGULAR

STEEL ALUMINUM

FACE COMMON

CMU

CERAMIC

MARBLE LIMESTONE

FINISH BLOCKING

PLASTER OR GWB

LARGE SCALE SMALL SCALE

BATT OR

LOOSE

RIGID

SURFACE

DETAIL TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR / INTERIOR

ELEVATION

INTERIOR MULTI-VIEW

ELEVATION

MATERIALS REFERENCE

DETAIL SECTION

AE402

C4

AE201

A1

AE305

SIM

A1

AE305

SIM

A1

AE305

SIM

AE505

C3

SIM

A3

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

S

B

5E

ACTUAL SQ. FT.

PROGRAMMED SQ. FT.

ROOM NUMBER

DOOR NUMBER

KEYNOTE

WALL TYPE

REVISION NUMBER

ELEVATION INDICATION

COLUMN GRID

IDENTIFICATION

NORTH ARROW

WINDOW NUMBER

?A1

ROOM NAME

A505B

200 SF / 150 SF

W1

1t EQUIPMENT TAG

D

N TRUE

NORTH

MATCHLINE

PROJECT LOCATION

EAST GATE DRIVE

BAY PINES BLVD

VBA EXISTING

REGIONAL OFFICE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V

A S t.

P e te

/V B

A -4

-A rc h

C

L W y s s .r v t

/4

/2

:0

:5

P M

G0.01

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TYP TYPICAL

U

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

UV UNIT VENTILATOR

V

V VOLT

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

Y

YD YARD

YH YARD HYDRANT

PHC PREHEAT COIL

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL PLASTIC LAMINATE / PROPERTY LINE / PLATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q

QT QUARRY TILE

R

R RADIUS / REGISTER

RA RETURN AIR

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / STORM SEWER

SSO STORM SEWER OVERFLOW

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

L

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

M

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OVERFLOW DRAIN

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

I

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

K

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

CORR CORRIDOR

CP CEMENT PIPE

CPT CARPET

CSF CUBIC FEET PER SECOND

CT CERAMIC TILE / COOLING TOWER

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

E

EA EACH / EXHAUST AIR

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

A

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AZ AZIMUTH

B

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

ARCHITECTURAL ABBREVIATIONS

SCALE: NTS

VICINITY MAP

N TRUE

NORTH

Revisions: Date:

SCALE: NTS

POWER LEGEND

SCALE: NTS

STACKED OUTLETS MOUNTING HEIGHT

SCALE: NTS

OUTLETS MOUNTING DIAGRAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V

A S t.

P e te

/V B

A -4

-A rc h

C

L W y s s .r v t

/4

/2

:0

:5

P M

G0.02

CODE ANALYSIS

Revisions: Date:

UNDER THE 2017 FLORIDA BUILDING CODE, THIS PROJECT IS CLASSIFIED AS WORK IN A MIXED USE, SEPARATED OCCUPANCIES, FULLY SPRINKLERED

BUILDING.

UNDER THE 2017 FLORIDA EXISTING BUILDING CODE THIS PROJECT IS A LEVEL 3 ALTERATION WITH WORK ON 2 LEVELS AND THE ROOF OF A THREE

LEVEL EXISTING PARTIALLY OCCUPIED BUILDING.

BUILDING 47 WAS CONSTRUCTED AS AN ADDITION TO AN EXISTING PRIMARILY B OCCUPANCY BUILDING (BUILDING 46) TO HOUSE A B OCCUPANCY FILE STORAGE FUNCTION WITH OPEN PARKING AT THE GROUND FLOOR LEVEL. THE B OCCUPANCY FLOORS ARE SEPARATED FROM THE GROUND FLOOR S-2 OPEN PARKING AND UTILITY SPACES WITH 2HR FIRE RATED FLOOR SLAB CONSTRUCTION.

THE FACILITY IS ONE BUILDING PER CODE; "BUILDING 46 & 47" ARE OWNER DESIGNATIONS ONLY, USED FOR THE BUILDINGS TWO WINGS

BUILDINGS 46 & 47 HAVE A 3 HOUR FIRE SEPARATION WHICH IS NOT REQUIRED BY CODE BUT WAS DESIRED BY THE OWNER AS ADDITIONAL

PROTECTION BEYOND CODE MINIMUM

THE SCOPE OF WORK INCLUDES THE FOLLOWING:

A PARTIAL 2,138 SF ALTERATION ON THE SECOND FLOOR OF BUILDING 47 CONSISTING OF OPEN OFFICES, MENS AND WOMENS RESTROOMS, AND

SUPPORT SPACE.

A FULL 14,823 SF TENANT FIT-OUT OF THE THIRD FLOOR OF BUILDING 47 CONSISTING OF OPEN AND CLOSED OFFICES, MENS AND WOMENS

RESTROOMS, AND SUPPORT SPACE.

WORK UNDER THIS PERMIT IS PREDOMINANTLY INTERIOR WORK WITH LIMITED WORK ON THE ROOF TO REPLACE EXISTING MECHANICAL EQUIPMENT.

ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND SECURITY WORK INCLUDES THE FOLLOWING:

-INSTALLATION OF NEW WALL PARTITIONS, DOORS AND REQUIRED DOOR HARDWARE

-INSTALLATION OF NEW FLOOR, WALL AND CEILING FINISHES

-NEW MILLWORK AND FURNITURE

-MODIFICATIONS TO EXISTING HVAC AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN

-MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN -MODIFICATIONS TO EXISTING FIRE PROTECTION SYSTEM AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN

-NEW PLUMBING FIXTURES, FAUCETS, DRAINS, ETC. AT NEW RESTROOMS

-NEW ELECTRICAL POWER, LIGHTING AND DATA TO ACCOMMODATE NEW FLOOR PLAN

-SECURITY MODIFICATIONS AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN

-REPLACEMENT OF ROOFTOP MECHANICAL EQUIPMENT WITH ASSOCIATED SUPPORTS, FLASHINGS AND ROOF REPAIRS

PROJECT DESCRIPTION

AUTHORITY HAVING JURISDICTION

VETERANS ADMINISTRATION FIRE MARSHAL, ST. PETERSBURG, FLORIDA

APPLICABLE CODES

FLORIDA BUILDING CODE, BUILDING 2017 (IBC 2015 AS ADOPTED)

FLORIDA BUILDING CODE, EXISTING BUILDING 2017 (IEBC 2015 AS ADOPTED)

FLORIDA BUILDING CODE, MECHANICAL 2017 (IMC 2015 AS ADOPTED)

FLORIDA BUILDING CODE, ELECTRICAL 2017 (NATIONAL ELECTRIC CODE 2014 AS ADOPTED)

FLORIDA BUILDING CODE, PLUMBING 2017 (IPC 2015 AS ADOPTED)

FLORIDA BUILDING CODE,ENERGY CONSERVATION 2017 (IECC 2015 AS ADOPTED)

FLORIDA BUILDING CODE, ACCESSIBILITY 2017

FLORIDA BUILDING CODE, FUEL GAS 2017 (IFGC 2015 AS ADOPTED)

NFPA 101 LIFE SAFETY CODE 2018 (THE MORE STRINGENT OF FBC VS. LSC WHERE THEY DIFFER FOR CLARITY, FBC/IBC TERMINOLOGY IS USED IN

THIS CODE ANALYSIS)

NFPA 13 SPRINKLER CODE 2013

NFPA 72 FIRE ALARM CODE 2013

ADA 2010 (ICC/ANSI A.117.1 2009 AS ADOPTED; THE MORE STRINGENT OF ADA VS. ANSI A117.1 ACCESSIBILITY STANDARD

WHERE THEY DIFFER)

USE AND OCCUPANCY

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE:

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:

ALLOWABLE BUILDING AREA (FBC TABLE 506.2):

MIXED-USE, SEPARATED OCCUPANCIES:

USE GROUP B, BUSINESS) (FBC SECTION 304)

USE GROUP S-2, GROUND FLOOR OPEN PARKING & ENCLOSED UTILITY SPACES; (FBC

SECTION 311.3)

1B, SPRINKLERED (EXISTING, NO CHANGE)

180FT (FBC TABLE 504.3; both B & S-2) ACTUAL: 55'-6"± (BUILDING 47)

12 (FBC TABLE 504.4; both B & S-2) ACTUAL: 2 STORIES ABOVE GRADE

UNLIMITED; B OCCUPANCY ACTUAL: 176,355 SF, BUILDING 46

237,000; S-2 OCCUPANCY 32,300 SF, BUILDING 47

TOTAL: 208,655 SF

OCCUPANCY SEPARATION

PER HEIGHT AND AREA LIMITATIONS, USE AND CONSTRUCTION TYPE SET FORTH IN THE ABOVE REFERENCED TABLES, THE EXISTING BUILDINGS 46

AND 47 ARE CONSIDERED AS ONE BUILDING.

PER TABLE 508.4, SPRINKLERED BUILDING, OCCUPANCY B SHALL BE SEPARATED FROM OCCUPANCY S-2 WITH A 1 HOUR SEPARATION.

EXISTING OPEN PARKING GARAGE BENEATH THE BUILDING (BOTH BUILDING 46 AND 47) ARE SEPARATED FROM THE FLOORS ABOVE WITH A 2

HR FIRE SEPARATION.

PER SECTION 510.7 OPEN PARKING GARAGE BENEATH GROUPS A, I, B, M AND R: OPEN PARKING GARAGES CONSTRUCTED UNDER GROUPS A, I, B, M AND R SHALL NOT EXCEED THE HEIGHT AND AREA LIMITATIONS PERMITTED UNDER SECTION 406.5 AND THE PORTION OF BUILDING ABOVE THE

GARAGE SHALL NOT EXCEED THE LIMITATIONS IN SECTION 503 FOR THE UPPER OCCUPANCY.

PER SECTION 406.5, AREA LIMITATION IS UNLIMITED, AND AS STATED ABOVE, B OCCUPANCY AREA IS UNLIMITED FOR TYPE 1B CONSTRUCTION, FULLY SPRINKLERED.

PER 510.7.1 FIRE SEPARATION: FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH 711 BETWEEN THE PARKING OCCUPANCY AND THE UPPER OCCUPANCY SHALL CORRESPOND TO THE REQUIRED FIRE-

RESISTANCE RATING PRESCRIBED IN TABLE 508.4 FOR THE USES INVOLVED.

PER TABLE 508.4, 1HR SEPARATION IS REQUIRED, 2 HR SEPARATION IS PROVIDED.

FIRE RESISTANCE

PRIMARY STRUCTURAL FRAME:

BEARING WALLS

EXTERIOR:

INTERIOR:

NON-BEARING WALLS AND PARTITIONS

EXTERIOR (TABLE 602):

X<5 5<X<10 10<X<30 X>30

INTERIOR:

FLOOR CONSTRUCTION

ASSOCIATED SECONDARY MEMBERS:

ROOF CONSTRUCTION

ASSOCIATED SECONDARY MEMBERS:

EXIT ENCLOSURES:

HRS REQUIRED HRS ACTUAL

(TABLE 601)

2 2

2 3 2 3

1 3 0 0

2 2

2 2

AUTOMATIC SPRINKLER SYSTEM (SECTION 903): PROVIDED (EXISTING , NO CHANGE)

STANDPIPE ( ) : PROVIDED (EXISTING, NO CHANGE)

EXIT SIGNS (SECTION 1011):

FIRE ALARM (SECTION 907.2.2): PROVIDED (EXISTING).

SMOKE DETECTION SYSTEMS (SECTION 907):

FIRE DAMPER ( ): PROVIDED WHEN PENETRATING RATED PARTITION

PORTABLE FIRE EXTINGUISHER (SECTION 906): PROVIDED PER NFPA 10 (NO MORE THEN 75' TRAVEL DISTANCE TO ANY FE)

PANIC HARDWARE (SECTION 1008.1.9):

WALL AND CEILING FINISH REQUIREMENTS (FBC TABLE 803.11, SPRINKLERED):

FOR SPRINKLERED USE GROUP B:

EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS B

CORRIDORS: CLASS C

ROOMS AND ENCLOSED SPACES: CLASS C

**SEE OCCUPANCY AND LIFE SAFETY FLOOR PLANS, SHEET G0.03, FOR CALCULATED OCCUPANT LOADS USED TO DETERMINE REQUIRED CAPACITY OF EGRESS COMPONENTS

AND PLUMBING FIXTURE REQUIREMENTS.

MINIMUM NUMBER OF EXITS (TABLE 1006.3.1):

OCCUPANT LOAD 1-500: 2 EXITS ARE REQUIRED

2 EXISTING 2HR FIRE RATED ENCLOSED EXIT STAIRS ARE PROVIDED

REFER TO LIFE SAFETY PLANS, SHEET G0.02A

(LEVEL OF DISCHARGE IS AT FIRST (GROUND) FLOOR)

REMOTENESS OF EXITS (1007.1.1 EXCEPTION 2):

1/3 OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL

DIMENSION OF THE AREA SERVED WITH APPROVED AUTO SPRINKLER (EXISTING TO REMAIN)

MAXIMUM TRAVEL DISTANCE ALLOWED: 300' (TABLE 1017.2)

MAXIMUM TRAVEL DISTANCE PROVIDED: 181'-6"

MAX. DEAD END CORRIDOR ALLOWED: 50' W/ SPRINKLER FOR B (BUSINESS)

MAX. DEAD END CORRIDOR PROVIDED: 35'

EGRESS WIDTH/ PERSON (IN.)

DOOR = .15" WITH AUTOMATIC SPRINKLER (FBC 1005.3.2, EXCEPTION 1)

STAIRS = .2" WITH AUTOMATIC SPRINKLER (FBC 1005.3.1, EXCEPTION 1)

MIN. CORRIDOR / AISLE WIDTH REQUIRED: 44"

CORRIDOR / AISLE WIDTH PROVIDED: 60"(EXISTING TO REMAIN)

MIN. CLEAR OPENING EXIT DOOR REQUIRED: 32"

CLEAR OPENING EXIT DOOR PROVIDED: 38" (EXISTING TO REMAIN)

MIN. STAIR WIDTH REQUIRED (FBC 1011.2): 44"

MIN. STAIR WIDTH REQUIRED (FBC 1011.2): 54" (EXISTING TO REMAIN)

MAX. COMMON PATH OF TRAVEL REQUIRED: 100' WITH SPRINKLER (TABLE 1006.2.1, WITH SPRINKLER SYSTEM)

COMMON PATH OF TRAVEL PROVIDED: 35'

FLOOR,

ROOM OR

SPACE

DESIGNATION

2ND FLOOR

BUSINESS B

3RD FLOOR

BUSINESS B

2 2

2 300'

300'

181'-6"

181'-6" n/a n/a

100'

100'

35'-0"

35'-0"

56'-4"

56'-4"

151'-7"

151'-7"

MINIMUM # OF EXITS

REQUIRED

(TABLE

1006.3.1)

SHOWN

ON

PLANS

TRAVEL DISTANCE

ALLOWABLE

TRAVEL

DISTANCE

(TABLE 1017.2)

ACTUAL

TRAVEL

DISTANCE

SHOWN ON

PLANS

ALLOWABLE

DISTANCE

(OCCUPANT

LOAD EQUAL TO

OR UNDER 30)

ALLOWABLE

DISTANCE

(OCCUPANT

LOAD OVER 30)

ACTUAL

DISTANCE

SHOWN ON

PLANS

COMMON PATH OF TRAVEL2 (SPRINKLERED)

NUMBER AND ARRANGEMENT OF EXITS

ARRANGEMENT MEANS OF EGRESS

(SECTION 1007)

REQUIRED

DISTANCE

BETWEEN EXIT

DOORS

(>1/3 DIAGONAL PER

EXCEPTION 2)

ACTUAL

DISTANCE

SHOWN ON

PLANS

1 CORRIDOR DEAD ENDS (SECTION1020.4)

2 COMMON PATH OF TRAVEL (TABLE 1006.2.1, WITH SPRINKLER SYSTEM)

USE GROUP OR

SPACE

DESCRIPTION

AREA

sq. ft.

AREA PER

OCCUPANTS

(TABLE

1004.1.1)

OCCUPANT

LOAD

EGRESS WIDTH

PER OCCUPANT

1005.3.1 / 1005.3.2

(EXCEPT. FOR SPRINKLERED)

CALCULATED REQUIRED

WIDTH 1005.3.1 / 1005.3.2

(a/b) x c

ACTUAL WIDTH SHOWN

ON PLANS

(a) (b) (c) EXIT WIDTH (in)1,2

OCCUPANT LOAD & REQUIRED CAPACITY OF EGRESS COMPONENTS

STAIR DOOR STAIR STAIRDOOR DOOR

FIRST FLOOR (SEE OCCUPANCY & LIFE SAFETY PLANS & CALCULATIONS, SHEET G0.03)

SECOND FLOOR (SEE OCCUPANCY & LIFE SAFETY PLANS & CALCULATIONS, SHEET G0.03)

THIRD FLOOR (SEE OCCUPANCY & LIFE SAFETY PLANS & CALCULATIONS, SHEET G0.03)

PLUMBING FIXTURE REQUIREMENTS FBC TABLE 2902.1 (SEE PLUMBING NOTES BELOW)

PLUMBING FIXTURES

A. TABULATIONS ARE BASED UPON THE TOTAL OCCUPANCY OF THE BUILDING, (BUILDING 46

AND BUILDING 47) 2097 TOTAL OCCUPANTS-

SEE OCCUPANCY AND LIFE SAFETY PLANS AND CALCULATIONS, SHEET G0.03

B. MIN # OF FIXTURES PER SECTION 403.4 "LOCATION OF EMPLOYEE TOILET FACILITIES IN

OCCUPANCIES OTHER THAN ASSEMBLY OR MERCANTILE" OF THE PLUMBING FLORIDA

BUILDING CODE, ADDITIONAL RESTROOMS NOT REQUIRED. THIS SECTION STATES

"ACCESS TO TOILET FACILITIES IN OCCUPANCIES OTHER THAN MERCANTILE AND

ASSEMBLY OCCUPANCIES SHALL BE FROM WITHIN THE EMPLOYEES REGULAR WORKING

AREA. THE REQUIRED TOILET FACILITIES SHALL BE LOCATED NOT MORE THAN ONE

STORY ABOVE OR BELOW THE EMPLOYEES REGULAR WORKING AREA AND THE PATH OR

TRAVEL TO SUCH FACILITIES SHALL NOT EXCEED A DISTANCE OF 500 FEET" WITH THE

EXCEPTION "FACILITIES THAT ARE REQUIRED FOR EMPLOYEES IN STORAGE

STRUCTURES OR KIOSKS, AND ARE LOCATED IN ADJACENT STRUCTURES UNDER THE

SAME OWNERSHIP, LEASE OR CONTROL, SHALL BE A MAXIMUM TRAVEL DISTANCE OF 500

FEET FROM THE EMPLOYEES REGULAR WORKING AREA."

0.2

0.2

0.2

0.15

0.15

0.15

25.4"

50"

36"

19.5"

37.5"

27" 54"

54"

54" 38"

38"

38"

EXIT STAIR A - FIRST FLOOR

EXIT STAIR 1 - FIRST FLOOR

EXIT STAIRS 2, 3, 4, 5 - FIRST FLOOR (TYP. FOR EACH)

TOTAL OCCUPANT LOAD FIRST FLOOR

NOTE: FIRST FLOOR OCCUPANTS EXIT DIRECTLY TO THE OUTSIDE, NOT THROUGH EXIT STAIRS

N/A

TOTAL OCCUPANT LOAD SECOND FLOOR

BUILDING 46: 701

BUILDINg 47: 139

EXIT STAIR A - SECOND FLOOR

EXIT STAIR 1 - SECOND FLOOR

EXIT STAIRS 2, 3, 4, 5 - SECOND FLOOR (TYP. FOR EACH)

141+70=211

0.2

0.2

0.2

0.15

0.15

0.15

14"

42.2"

28.2"

10.5"

31.65"

21.15"

54"

54"

54"

38"

38"

38"

TOTAL OCCUPANT LOAD THIRD FLOOR

BUILDING 46: 899

BUILDING 47: 193

EXIT STAIR A - THIRD FLOOR

EXIT STAIR 1 - THIRD FLOOR

EXIT STAIRS 2, 3, 4, 5 - THIRD FLOOR (TYP. FOR EACH)

180+70=250

0.2

0.2

0.2

0.15

0.15

0.15

24.6"

50"

36"

18.45"

37.5"

27"

54"

54"

54"

38"

38"

38"

1 MINIMUM STAIRWAY WIDTH AND MIN. DOOR WIDTH, SECTION 1005.3.1 EXCEPTION 1, AND 1005.3.2 EXCEPTION 1

OCCUPANCY

WATER CLOSETS

REQUIRED FIXTURE COUNT /

PROVIDED

LAVATORIES

SHOWERS / TUBS

1048.5

PEOPLE

(1 PER 200)

MALE MALEFEMALE FEMALE

DRINKING

FOUNTAINS

N/A

3.3 REQUIRED

/ 6 PROVIDED

2+12.11 = 15 /

26 PROVIDED

2+12.11 = 15 /

18 PROVIDED

2+19.97 = 22

REQ /

30 PROVIDED

2+19.97 = 22

REQ /

28 PROVIDED

(16 TOILETS,

12 URINALS)

B BUSINESS (1 PER 25 FOR FIRST 50,

1 PER 50 FOR REMAINDER)

332 + 1765 = 2097 TOTAL OCCUPANTS

SERVICE SINK

1048.5

PEOPLE

1048.5

PEOPLE

1048.5

PEOPLE

1 REQUIRED PER BUILDING

5 PROVIDED

N/A

EXIT STAIR 1 (EXIT DISCHARGE):

OCCUPANT LOAD: 250 (CAPACITY: 253)

180 (BLDG 46) + 70 (BLDG 47)

DOOR WIDTH: 38"

EXIT STAIR A (EXIT DISCHARGE):

OCCUPANT LOAD: 127 (CAPACITY: 253)

DOOR WIDTH: 38"

OPEN PARKING

AREA

m m m m m mm m m m m m m m m m m m m m mm m m m m m m m m m m mmm m m m m m m m m m m mm mm mm mm mm m m m m mmmmmmmmmm m m m m m m m m m m mm mm m m m m m m m m m m mm mm mmmm mmmmmm m m m m mmmm mmmmmm m m m m m m m m m m m m m m mmmm m m m m m m m m m m mmmm m m m m m m m m m m m m m m m m m m m m mm mm mm mm mm mm m m m m m m m m m m m m m m m m m m m m m m m m m m m m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm m m m m m m m m m m m m m m m m m m m mm m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm m m m m m m m m m m m m m m m m m m m m m m m m mm mm mm mm m m m m m m mm mm mm mm m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m mm mm mm mm m m m m mmmmmmmm m m m m m m m m m m m m m m m m m m m m m mmmm m m m m m m m m m m m mmmm

EXIT

STAIR 3

EXIT

STAIR 1

EXIT

STAIR 4

EXIT

STAIR 5

EXIT

STAIR A

EXIT

STAIR 2

EXIT STAIR A:

OCCUPANT LOAD: 70 (CAPACITY: 253)

DOOR WIDTH: 38"

TRAVEL DISTANCE TO STAIR: 127'-0"

EXIT STAIR 1:

OCCUPANT LOAD: 211 (CAPACITY: 253)

141 (BLDG 46) + 70 (BLDG 47)

DOOR WIDTH: 38"

TRAVEL DISTANCE TO STAIR: 181'-6"

B U

IL

D

IN

G

B U

IL

D

IN

G

COM

MON P

ATH

109'-0" PATH A

146'-6" PATH B

m m m m mm m m m m m m m m m mmmmm m m m m m m m m m mmmm m m m m m m m m m m m mmm m m m m mm m m m m m mm m m m m m nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n nn n n n n n n n n nn n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n nn n n n n nn n n n n nn n n n n n n nnnnnnnnnnnnnnnnnnnnnnnn nn n n n n n nn n n n nn n n n n nn n n n nn n n n n nn n n n n nnnnnnnnnn n n n n n nn n n n n nn n n n n nn n n n n nn n n n n nn n n n n nnnnnnnnnn n n n n n n nn n n n n nn n n n n nn n n n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n nn n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n nn n n n nnnnnnnnnnnnnnnnnnnnnnnn nn n n n n n nn n n n nn n n n n nn n n n nn n n n n nn n n n n nnnnnnnnnn n n n n n nn n n n n nn n n n n nn n n n n nn n n n n nn n n n n nnnnnnnnnn m m m m m m m m m m m n n n n n n m m m nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnn nn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nnn nn nn nnn n n n n n nn n n n nn n n n nn n n n nnn nn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nn m m m m m mmmm m m m m m m m n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n nn n n n nn n n n n n n m m m m mmm m m m m m m m m m m m m m m m m m m m m m m nnnnn n n n n n n n m m m m m m m m m m m m m m m m mm m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m mm m mm m m m m mm m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m mm n nnn nn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nnn nn nn nnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n nn m m m m m n n n n n nn n n n nn n n n nn n n n m m mm m m n n m m m mm n m m m m nnn nn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nn nn nnn nnn nn nn nnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn m m m n m n m m m m m m m m n n n n n n nn n n n n nn n n n n n n n n n n n nn n n n nn n n n n nn n n n nn n n n n nn n n n n n n n n n nn n n n n nn n n n n nn n n n n nn n n n n nn n n n n nnnnnnnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnn nnnnnnnnnnnn nn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n nn mm nnn nn nn nnn nn nnn nn nnn n nnnnnnnnnnnn n n n n n n nn n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n nn n n n n n n n n n n nn n n n n n n n n n nn n n n nn n n n n nn n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnn nn nn nnn nn nnn nn nn nnnnnnnnnnnn n n n n n nn n n n n nn n n n n nn n n n n nn n n n n nn n n n n nnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n nn n n n nn n n n n nn n n n nn n n n n nn n n n n nnnnnnnnnnnnnnnnnnnnn n n n n n n nn n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n nn n n n n n n n n n n nn n n n n n n n n n nn n n n nn n n n n nn n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnn n n nnnn n n n nnnn n n n m m mm m m m m m mm m m m m n n n n n n nn n n n n nn n n n n m m m

EXIT STAIR A (EXISTING):

OCCUPANT LOAD: 127 (CAPACITY: 253)

DOOR WIDTH: 38"

TRAVEL DISTANCE TO EXIT STAIR: 144'-0"

(109' PATH A + 35' COMMON PATH)

EXIT

STAIR A

EXIT STAIR 1 (EXISTING):

OCCUPANT LOAD: 250 (CAPACITY: 253)

180 (BLDG 46) + 70 (BLDG 47)

DOOR WIDTH: 38"

TRAVEL DISTANCE TO EXIT STAIR: 181'-6"

(146'-6" PATH B + 35' COMMON PATH)

EXIT

STAIR 1

EXIT

STAIR 4

EXIT

STAIR 2

EXIT

STAIR 3

EXIT

STAIR 5

BUILDING 47

BUILDING 46

OPEN OFFICE

1692 SF / 100

OPEN OFFICE

2076 SF / 100

OFFICE

389 SF / 100

BREAK RM

169 SF / 15

CONF

257 SF / 100

OPEN OFFICE

4403 SF / 100OPEN OFFICE

508 SF / 100

OFFICE

1748 SF / 100

EXIT

STAIR A

UTILITY

240 SF / 300

STO.

35 SF / 300

EXIT

STAIR 1

EXISTING 3 HR FIRE RATING; NOT REQUIRED BY

CODE BUT REQUIRED BY OWNER; MAINTAIN

RATING AT ANY PENETRATIONS, ETC.

OPEN OFFICE

3424 SF / 100

OPEN OFFICE

2664 SF / 100

BREAK RM

202 SF / 15

OPEN OFFICE

324 SF / 100

OFFICE

483 SF / 100

CONFERENCE

1306 SF / 15

STO.

92 SF / 300

OFFICE

535 SF / 100

OFFICE

911 SF / 100

HUDDLE

97 SF / 15

STO.

54 SF / 300

UTILITY

246 SF / 300

EXIT

STAIR A

EXIT

STAIR 1

MAXIMUM OVERALL DIAGONAL: 169'-0"

MINIMUM REMOTENESS OF EXITS IS 1/3 DIAGONAL= 1/3(169') = 56'-4"

REM

OTENESS OF EXITS =

151'-7"

BU

IL

D

IN

G

BU

IL

D

IN

G

FEC

FEC

FEC

FEC

EXISTING 3 HR FIRE RATING; NOT REQUIRED BY

CODE BUT REQUIRED BY OWNER; MAINTAIN

RATING AT ANY PENETRATIONS, ETC.

FIRE EXTINGUISHER CABINET AND FIRE

EXTINGUISHER (FEC)

COMMON PATH OF TRAVEL

PATH OF TRAVEL TO EXIT STAIR ENCLOSURE

EXISTING 2-HR FIRE-RATED PARTITION

NOT IN CONTRACT-

NOTE: REFER TO MEP DRAWING FOR MINOR WORK

REQUIRED IN THESE AREAS WHERE INDICATED

FEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V

A S t.

P e te

/V B

A -4

-A rc h

C

L W y s s .r v t

/4

/2

:0

:5

P M

G0.03

OCCUPANCY COUNT AND LIFE

SAFETY DIAGRAMS

Revisions: Date:

SCALE: 1/32" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

SCALE: 1/32" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

SCALE: 1/32" = 1'-0"

THIRD FLOOR LIFE SAFETY PLAN

NOTE: AREAS INDICATED AS NOT IN CONTRACT ARE SHOWN FOR EGRESS EVALUATION PURPOSES ONLY NOTE: AREAS INDICATED AS NOT IN CONTRACT ARE SHOWN FOR EGRESS EVALUATION PURPOSES ONLY NOTE: AREAS INDICATED AS NOT IN CONTRACT ARE SHOWN FOR EGRESS EVALUATION PURPOSES ONLY

BUILDING 46 OCCUPANT LOAD (EXISTING, NO CHANGE) BUILDING 47 OCCUPANT LOAD CALCULATION LIFE SAFETY PLAN LEGEND

LEVEL

1ST FLOOR

2ND FLOOR

3RD FLOOR

OCCUPANCY / USE

BUSINESS USE (B)

BUSINESS USE (B)

BUSINESS USE (B)

AREA

16,458 SF

70,053 SF

89,844 SF

OCCUPANT LOAD FACTOR

100 SF GROSS / PER PERSON

100 SF GROSS / PER PERSON

100 SF GROSS / PER PERSON

BUILDING 46 TOTAL POPULATION

POPULATION

1,765

PER FLORIDA BUILDING CODE 2017, 1004.1.2 PER FLORIDA BUILDING CODE 2017, 1004.1.2

LEVEL

1ST FLOOR

2ND FLOOR

3RD FLOOR

OCCUPANCY / USE AREA OCCUPANT LOAD FACTOR POPULATION

OPEN PARKING (S-2)

(ACCESSORY TO B)

BUSINESS USE (B)

ASSEMBLY (A-3)

(ACCESSORY TO B)

STORAGE (S-2)

(ACCESSORY TO B)

BUSINESS USE (B)

STORAGE (S-2)

ASSEMBLY USE (A-3)

10,816 SF

426 SF

275 SF

8,341 SF

1,605 SF

338 SF

UNOCCUPIED

100 SF GROSS / PER PERSON

N/A

15 SF NET SF / PER PERSON, UNCONCENTRATED

300 SF GROSS / PER PERSON

2ND FLOOR TOTAL POPULATION

100 SF GROSS / PER PERSON

15 SF NET SF / PER PERSON, UNCONCENTRATED

300 SF GROSS / PER PERSON

3RD FLOOR TOTAL POPULATION

BUILDING 47 TOTAL POPULATION

N TRUE

NORTH

BUILDING 47

BUILDING 46

MIN CLEAR

1'-3"

C

LR

K N

E E

S P

A C

E

2' -3

M

IN

M A

X T

O R

IM

2' -1

0"

R E

F

LE

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

3' -4

M

A X

T O

B O

VERIFY SIZE WITH

PLANS AND

ELEVATIONS

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2' -5

M

IN

5"

2' -3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2' -5

M

IN

5"

LINES OF REQUIRED

CLEARANCE

MAX

1'-0"

ICC/ANSI A117.1

3'-6" MIN

T O

S E

A T

1' -5

M

IN

'-7

M

A X

T O

O U

T

LE

T O

F D

IS

P

E N

S E

R

1' -3

M

IN

T

O

'-0

M A

X A

F F

3' -0

M

A X

T O

B A

R

2' -9

M

IN

ICC/ANSI A 117.1

7" MIN - 9" MAX

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL @ WOMEN

OR

UNISEX, SUGGESTED

LOCATION

GRAB BAR

3' -0

M

A X

T O

B A

R

2' -9

M

IN

3'-6"

TO 1'-6" MAX

1'-4" MIN

SANITARY NAPKIN

DISPOSAL @ WOMEN OR

UNISEX, SUGGESTED

LOCATION

1 1/2"

3'-0" MIN 6" MAX

2'-0" MIN 1'-0" MIN

3'-0" MAX

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

3'-5" MAX

3'-3" MIN VERTICAL GRAB BAR

TO COMPLY W/ICC/ANSI A117.1

TOILET PAPER

DISPENSER

11" MIN - 1'-5" MAX

FOR CHILDREN'S USE

4'-6" MIN

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

SIDE WALL REAR WALL

1'-2" MIN - 1'-7" MAX

FOR CHILDREN'S USE

1'-0" MIN - 1'-6" MAX

FOR CHILDREN'S USE

VERTICAL GRAB BAR

TO COMPLY W/ ICC/ANSI A117.1

ACCESSIBLE

3' -5

/2

EQ EQ EQ EQ

URINAL SCREEN2'-6" MIN CLEAR

1' -5

M

A X

ELONGATED RIM

MIN

1'-1 1/2"

3' -8

M

A X

1' -5

M

A X

FRONT VIEW SIDE VIEW

NOTE:

PROVIDE AT LEAST ONE ACCESSIBLE URINAL WHERE ANY URINALS ARE PROVIDED.

TYP ACCESSIBLE STALL

5'-0" 1"

TYP STALL

3'-0"

ALLOW 32" CLEAR DOOR

OPENING AT ACCESSIBLE

STALL

PARTITION MOUNTED ACCESSORIES, SEE PLANS

4" MAX

2'-8" MIN

5'-0"

TOILET PAPER

DISPENSER

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

WATER CLOSET

SANITARY NAPKIN DISPOSAL

@ WOMEN'S OR UNISEX,

SUGGESTED LOCATION

1' -0

M

A X

3'

-6

M

IN

3'-6" GRAB BAR

3'-0" GRAB BAR

F R

O N

T O

F W

A T

E R

C

LO

S E

T

7"

M

IN

T O

M A

X

IN

3' -6

ALTERNATE DOOR

LOCATION

4" M

A X

2' -8

M

IN

7' - 9 1/2"

1'-6" MAX

1'-4" MIN.

1'-0"2'-0"

3'-0" MIN.

4' -6

M

IN

4' -0

M

IN

2'-6" MIN

1' -5

M

IN

1' -7

M

A X

SINK

CLEAR FLOOR

SPACE

4' -0

M

IN

GREATER THAN 24" DEEP

2'-6" MIN 3'-0" IF ALCOVE

URINAL

CLEAR FLOOR SPACE

4' -0

M

IN

2'-6" MIN

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO

1' -5

M

IN

1' -7

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN TO4'-0" MIN

2' -6

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

CLEARANCE AT WATER CLOSET CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK CLEARANCE AT URINAL

4'-6"

2' -1

0"

RELATIONSHIP OF FIXTURES AND CLEARANCES

1' -6

1'

-6

2'-2"

6'-0"

3' -0

5'

-6

2' -1

0"

UP-SWINGING

GRAB BAR

CLEAR FLOOR

SPACES

WATER

CLOSET

SINK

4' -0

M

IN

2'-6" MIN

GRAB BAR

GENERAL SHEET NOTES

1. ACCESSIBILITY DETAILS SHOWN SHALL BE USED WHERE ACCESSIBLE WORK IS IDENTIFIED IN THESE DOCUMENTS OR OTHERWISE REQUIRED.

CONTRACTOR SHALL THOROUGHLY REVIEW THESE DOCUMENTS. SHOULD ANY CONFLICTS IN THESE DOCUMENTS ARISE, THE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING PRIOR TO PURCHASE, INSTALLATION, AND CONSTRUCTION OF ANY ELEMENT OF THE WORK.

2. APPLICABLE ACCESSIBILITY STANDARDS AND CODES ARE SHOWN IN THE CODE INFORMATION ON SHEET G0.02

3. WHERE MORE THAN ONE CODE AND/ OR STANDARD IS INDICATED AS BEING APPLICABLE, THE MOST STRINGENT CASE SHALL BE ADHERED TO.

4. STANDARDS AND CODES ON THIS SHEET ARE APPLICABLE TO ADA, ICC/ANSI A117.1 AND INTERNATIONAL PLUMBING CODE AS ADOPTED BY THE

STATE OF FLORIDA UNLESS OTHERWISE NOTED.

5. TOE CLEARANCE AT THE FRONT OF THE PARTITIONS IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 5'-2" DEEP WITH A WALL-HUNG WATER CLOSET OR 5'-5" DEEP WITH A FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 5'-6" WIDE (ICC/ANSI A117.1). TOE CLEARANCE IS EXCLUSIVE OF PARTITION SUPPORT MEMBERS. IF DEPTH OF STALL IS GREATER

THAN 5'-0" TOE CLEARANCE DOES NOT APPLY (ADA/ANSI A117.1 GOVERNS).

T O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

3' -4

M

A X4'

-6

4' -0

1' -4

5'

-0

POSTURE MIRRORPAPER TOWEL

DISPENSER WALL MTD

GARMENT HOOK SOAP DISH

RECESS

SANITARY NAPKIN

DISPOSAL

(WOMEN'S ONLY)

COMBINATION PAPER TOWEL

DISPENSER / WASTE RECEPTACLE

T O

C O

IN

S

LO

T

4' -0

SANITARY NAPKIN/

TAMPON VENDOR

(WOMEN'S ONLY)

D

IS

P E

N S

E R

S

LO

T

3' -4

TOILET SEAT

COVER DISPENSER

6'

SHOWER CURTAIN ROD

T O

B O

T T

O M

3' -4

M

A X

SOAP DISH

U F

C G

U

ID

E

LI

N E

2' -1

0"

DIAPER CHANGING

STATION

4' -0

TOWEL BAR

4' -0

TOWEL PIN

4' -0

M

A X

3' -0

M

IN

HAND DRYER

4' -0

6' -6

HAND HELD

SHOWER

SHOWER HEAD

MIN 59"

LONG HOSE

U F

C G

U

ID

E

LI

N E

2' -0

/6

4"

4' -0

M

A X

3' -4

M

IN

4' -0

M

A X

3' -4

M

IN

2' -1

1" M

A X

A F

F

3' -4

A

B O

V E

S

IN

K T

O T

H E

B

O T

T O

M O

F R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

T O

'-0

M

A X

1' -3

M

INVARIES FROM 3'-4" HEIGHT

FOR MAX 6" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

VARIES FROM 3'-0" HEIGHT

FOR MAX 9" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

CENTER OF OPERATING

MECHANISM

7" 1'

-6

1'-3 3/16"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V

A S t.

P e te

/V B

A -4

-A rc h

C

L W y s s .r v t

/4

/2

:0

:5

P M

G0.04

ADA REQUIREMENTS

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

ACCESSIBLE LAVATORY CLEARANCE

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

ACCESSIBLE TOILET CLEARANCE

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

ACCESSIBLE URINAL CLEARANCES

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

ACCESSIBLE/ TYP STALLS

SCALE: 1/4" = 1'-0"

ADULT WATER CLOSET

SCALE: 1/4" = 1'-0"

CLEAR FLOOR SPACES

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

RESTROOM FIXTURES AND ACCESSORIES

1 2 3 4 5

A

B

C

D

E

S-D101

S-D101

(E) RTU-N-2

(E) RTU-N-4

'-0

'-0

'-0

'-0

30'-0" 30'-0" 30'-0" 30'-0"

B

EXISTING ROOF

OPENINGS

K

K

L4 X 4X

1/

K

W21X44

(T Y P

EXISTING

ANGLES

TO REMAIN

EXISTING ANGLES

TO REMAIN

(E

(E

(E

(E

(E)

L4X4X1/4(E) (TYP.3)

2'-4" 1'-10" 8'-3 5/8" 2'-2 3/4"

1' -5 /2

7' -1

1' -6

7' -0

C

EXISTING ROOF

OPENINGS

K

K

K

W21X44

L4X4X1/4(E)

(E)

(E

(E

(E

)EXISTING ANGLES

TO REMAIN

(TYP.3)

1'-0 3/8"2'-2 3/8" 4'-3 1/2" 1'-11 1/2"

5' -1 1"

1/ 4"

6' -3 /8

5/ 8"

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V

A S t.

P e te

/V B

A -4

-S tr u c t_

C L

W y s s .r v t

/4

/2

:5

:4

P M

S-D101

EXISTING FRAMING PLAN AND

DETAILS

PM CL

SCALE: 1/8" = 1'-0"

ROOF - EXISTING

SCALE: 1/4" = 1'-0"

EXISTING RTU-2 FRAMING

SCALE: 1/4" = 1'-0"

EXISTING RTU-4 FRAMING

DRAWING NOTES

1. REMOVE EXISTING ROOF CURB.

2. REMOVE EXISTING REINFORCING METAL ANGLES.

B

C

D

E

RTU-N-4

RTU-N-2

S-101

S-101

'-0

'-0

'-0

'-0

30'-0" 30'-0" 30'-0" 30'-0"

S-101

B

L4 X 4X

1/

L4 X 4X

1/

W21X44

(E) (TYP. 3)L4X4X1/4

(E

(T Y P 3)

K

L4X4X1/4 L4X4X1/4

L4 X 4X

1/

(N

(T Y P 4)

(N

(T Y P 3)

(N) (N)

(N)

NEW ROOF OPENING

NEW ROOF OPENING

(E

(T Y P

2 2

L4X4X1/4 (TYP. 5)

NEW RTU

2'-5" 1'-8" 18'-11 1/2" 1'-8" 3 1/2"

7' -4

1' -4 /2

1' -4 /2

7' -4

EXISTING OPENING

(SEE GENERAL NOTES)

INSTALL NEW

FRAMING FLUSH

WITH ROOF DECK

(TYP.)

C

S-101

NEW ROOF

OPENING

NEW ROOF

OPENINGW21X44(E)

K

(E

(T Y P .5

L4X4X1/4(N) (TYP.5)

L4 X 4X

1/

(N ) (T

Y P .4

L4 X 4X

1/

(N

(T Y P .3

NEW RTU

(TYP.)

1'-8 1/8"

1'-5" 17'-2" 1'-2" 3'-6 7/8"

4' -4

1' -5 /4

5' -3

1' -0 /4

EXISTING OPENING

(SEE GENERAL NOTES)

INSTALL NEW

FRAMING FLUSH

WITH ROOF DECK

(TYP.)

ROOF OPENING

C.L. OF JOIST OR BEAM

L4X4X1/4 (TYP.)

3/16

TYP. AT

ALL FRAME

WELDS

ROOF W/ METAL

DECK

* NO ANGLE REQUIRED WHEN EDGE

OF OPENING IS LESS THAN 6" FROM

CL OF JOIST OR BEAM

3/16

PROVIDE NOTCH AT

CORNER OF PLATE

(TYP. FOR JOIST)

CONNECT (E) DECK

TO (N) ANGLES (TYP. ALL) ROOF

149'-10"

L4X4X1/4

3/16

TYP. AT

ALL FRAME

WELDS

3/16

C.L. OF JOIST OR BEAM

ROOF W/ METAL

DECK

* NO ANGLE REQUIRED WHEN EDGE

OF OPENING IS LESS THAN 6" FROM

CL OF JOIST OR BEAM

PROVIDE NOTCH AT

CORNER OF PLATE

(TYP. FOR JOIST)

CONNECT (E) DECK

TO (N) ANGLES (TYP. ALL)

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V

A S t.

P e te

/V B

A -4

-S tr u c t_

C L

W y s s .r v t

/4

/2

:5

:4

P M

S-101

NEW FRAMING PLAN AND

DETAILS

PM CL

SCALE: 1/8" = 1'-0"

ROOF - NEW

SCALE: 1/4" = 1'-0"

NEW RTU-2 FRAMING

SCALE: 1/4" = 1'-0"

NEW RTU-4 FRAMING

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

ROOF OPENING DETAIL

DRAWING NOTES

1. PROVIDE NEW ROOF CURB.

2. PROVIDE NEW ASTM A36 L4x4x1/4 ANGLE.

3. PROVIDE NEW OPENING. SEE GENERAL NOTES FOR MORE

INFORMATION.

4. PATCH EXISTING OPENING. SEE GENERAL NOTES FOR MORE

INFORMATION.

A. TOP OF EXISTING JOISTS ARE AT EL.=149'-0".

B. EXISTING METAL DECK: 1-1/2"x20" GAUGE.

C. MISC. STEEL: SHALL BE FABRICATED WITH AISC SPECIFICATIONS. ALL

ANGLES SHALL CONFORM TO ASTM-A-36(UNO). ALL ANGLES TO BE

WELDED TO EXISTING STEEL WITH 1/8" THICK BUT-WELD ALL-AROUND.

D. CLOSE OPENINGS WITH 1-1/2" - 20 GAGE RIB DECKING

E. ALL STEEL ROOF DECK SHALL HAVE G60 ZINC COATING PER ASTM

SPECS.

F. DECK SHALL BE WELDED AT ALL SIDES OF SUPPORTING MEMBERS

WITH 5/8" DIAMETER PUDDLE WELDS.

G. FOR NEW OPENINGS, REMOVE ROOF MEMBRANE, INSTALL ROOF

FRAMING SNUG WITH METAL DECK, CUT OPENINGS AND THEN WELD

DECK TO NEW FRAMING WITH 5/8" PUDDLE WELD.

GENERAL NOTES:

(E) EXISTING

(N) NEW

RTU ROOF TOP UNIT

TYP. TYPICAL

ABBREVIATIONS:

GENERAL NOTES FOR PIPING PENETRATIONS

A. PROVIDE 10 GAGE FLAT SHEET METAL UNDER EXISTING PIPE

PENETRATIONS. PLATE SHALL BE SQUARE AND 4" LONGER THAN

THE DIAMETER OF THE OPENING. ANCHOR PLATE TO BOTTOM OF

METAL DECK WITH 4 - 1/4" SCREWS. APPLY BONDING AGENT IN THE

INSIDE OF PIPE OPENING AND ADD A MINIMUM OF 3000 PSI

CONCRETE.

B. PIPE PENETRAIONS LESS THAN OR EQUAL TO 4 INCHES SHALL BE

CORE DRILLED.

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

EQUIPMENT SUPPORT WITHOUT ROOF PENETRATION

DN

UP

UP

1 2 3 4 5

A

B

C

D

E

D02

D01 D07

D03

D03

D03 D06

D02

D04

D02

D04

D02

D02

D03

BREAK

D12D12

D13

D14

D16

D15

D15

D17

D17D17

EXISTING TO

REMAIN

D04

D04

BUILDING 46

BUILDING 47

DN

5'-5"

D13

D02

1. CONTRACTOR SHALL VISIT JOB SITE AND RECORD EXISTING CONDITIONS

WITH A DIGITAL CAMERA PRIOR TO START OF DEMOLITION. THESE PHOTOS

SHALL RECORD EXISTING CONDITION PRIOR TO MODIFICATION.

2. SEE MECHANICAL AND ELECTRICAL DRAWING FOR EXTENT OF MECHANICAL

AND ELECTRICAL DEMOLITION.

3. CONTRACTOR SHALL DISPOSE ALL DEMOLISHED MATERIALS NOT

SCHEDULED TO BE REUSED FROM WORK AREA EACH DAY. STORING DEBRIS

IS NOT PERMITTED. CLEAN AND RETURN TO WORKING CONDITION AT END OF

EACH WORKING DAY.

4. NO BUILDING TRASH REMOVAL FACILITY SHALL BE UTILIZED TO DISPOSE OF

DEMOLITION DEBRIS.

4. WHEN FLOORING IS REMOVED, REMOVE ALL FINISH FLOORING INCLUDING

MASTIC AND SETTING BED TO SUBFLOOR. PREPARE SUB FLOOR TO RECEIVE

SCHEDULED NEW MATERIAL.

5. PROVIDE AND MAINTAIN PROTECTION FOR ALL OTHER REMAINING ITEMS

AND AREAS. TAKE EXTRA CAUTION TO PROTECT FREQUENT USED ACCESS

WAYS TO WORK AREA FROM UNUSUAL WEAR AND TEAR.

6. PROTECT ALL AREA OUTSIDE THE CONSTRUCTION FROM DUST AND DEBRIS.

7. MAINTAIN ACCESS TO ALL EGRESS DURING DEMOLITION AND

CONSTRUCTION.

8. NOTIFY AND COORDINATE ALL BUILDING SHUT DOWN FOR NEW

CONNECTION/DEMOLITION WITH BUILDING FACILITY.

9. REMOVE FLOOR PROTRUSIONS, INCLUDING ABANDONED OUTLETS AND

CONDUITS, MONUMENTS AND CAP ALL UNUSED OPENINGS WITH FIRE RATED

MATERIAL IN FLOOR ELECTRICAL & TELECOMMUNICATION FEEDERS UNLESS

OTHERWISE INDICATED.

10. DEMOLITION SUBCONTRACTOR/GC TO COORDINATE WITH OWNER

REPRESENTATIVE ON DISPOSAL OF DOOR/HARDWARE.

11. GC TO NOTIFY VBA IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED OR

SUSPECTED, AND IS TO EVACUATE AFFECTED WORK AREA IMMEDIATELY

AND NOT RETURN TO AREA UNTIL VBA HAS CERTIFIED THAT AREA IS FREE

OF HAZMATS.

12. WHEN PARTITION IS SCHEDULED TO BE REMOVED, REMOVE ALL

ASSOCIATED TRIMS, WALL FINISHES, ELECTRICAL ITEMS IN THAT PORTION

OF WALL AND REPLACE AS SCHEDULED IN NEW

PARTITION/FINISH/ELECTRICAL PLANS.

13. ALL DRYWALL CEILING AND SUSPENSION CEILING SYSTEM TILE/GRID)TO BE

REMOVED IN THE DEMO AREA U.N.O..

14. REMOVE ANY UNNECESSARY WIRING/CONDUIT BACK TO MAIN ELEC.

SERVICE PANEL U.N.O..

16. WHEN EXISTING PARTITIONS ARE TO BE REMOVED, ALL POWER, DATA, AND

TELEPHONE OUTLET SWITCHES, ETC. MOUNTED ON THE WALL ARE TO BE

REMOVED AND ALL WIRING LEADING BACK TO PANEL IS TO BE REMOVED.

17. REMOVE ALL FINISH FLOORING, DOWN TO CONCRETE SLAB THROUGH OUT

THE RENOVATION AREA.

18. INSPECT, TEST AND DISCONNECT UTILITY SERVICES AT MAIN SOURCE OR

MAIN BRANCH WITHOUT DISRUPTING UTILITY SERVICES FOR THE BUILDING

SCHEDULED TO REMAIN.

19. SPRINKLER HEADS LOCATION ADJUSTMENT IN THE RENOVATED AREA TO BE

NEW IN WORKING SCOPE.

20. SEE MECHANICAL, PLUMBING AND ELECTRICAL DEMOLITION DETAILS ON

MEP DRAWINGS.

21. ALL NOTES ON DRAWINGS ARE APPLICABLE FOR ALL AREAS IN THE SCOPE

OF WORK.

22. PROTECT EXISTING FIRE ALARM DEVICES TO BE REUSED. COORDINATE WITH

FIRE ALARM DRAWINGS. RELOCATE EXISTING DEVICES WHERE FEASIBLE.

ADD NEW DEVICES AS NECESSARY. USE THE BUILDING STANDARD WHITE

DEVICE FINISH.

23. IN CORE RESTROOMS, SLOPE THE FLOORS AS NECESSARY TO PROVIDE

POSITIVE DRAINAGE TO THE EXISTING FLOOR DRAIN LOCATION.

24. CONTRACTOR SHALL REMOVE, CLEAN AND TURN IN ITEMS IDENTIFIED BY

FACILITY DURING PRE BID CONFERENCE. ITEMS ARE NOT LIMITED TO:

A) FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS

B) EXIT SIGNS AND DIRECTIONAL EXIT SIGNAGE

25. MAINTAIN EGRESS ACCESSIBILITY & OPERATION OF ALL FIRE PROTECTION &

DETECTION SYSTEMS THROUGHOUT THE DEMOLITION AND CONSTRUCTION.

GENERAL NOTES

LEGEND

EXISTING PARTITION OR OTHER

ELEMENT TO BE REMOVED

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING COLUMN AND WALL TO REMAIN.

PREPARE BATHROOM WALL SIDE TO RECEIVE

NEW SCHEDULED FINISHES

CARPET REPLACEMENT AREA.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMISSION

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LEO A DALY

1200 Nineteenth Street NW Suite 220 Washington, D.C. 20036

9500 BAY PINES BLVD

BAY PINES, FL 33744

RENOVATION OF

BUILDING 47 FOR AMO 47

VB3226

B

IM

/V

A S t.

P e te

/V B

A -4

-A rc h

C

L W y s s .r v t

/4

/2

:0

:4

P M

AD1.02

SECOND FLOOR - DEMO PLAN

SCALE: 1/8" = 1'-0"

DEMOLITION PLAN - SECOND FLOOR

KEYNOTE LEGEND

KEY DESCRIPTION

D01 REMOVE EXISTING CEILING & GRID AND ALL ASSOCIATED LIGHT FIXTURES,

DIFFUSERS & GRILLES.

D02 DEMOLISH EXISTING PARTITION.

D03 REMOVE EXISTING DOOR, FRAME, & HARDWARE.

D04 REMOVE EXISTING CEILING, BULKHEADS & ALL ASSOCIATED LIGHTING, GRILLES &

DIFFUSERS. REMOVE EXISTING CERAMIC TILE FLOOR & BASE DOWN TO CONCRETE

SLAB. REMOVE ALL TOILET PARTITIONS, TOILET ACCESSORIES & PLUMBING

FIXTURES

D06 REMOVE DRINKING FOUNTAIN. TAKE CAUTION NOT TO DAMAGE EXISTING FIRE

PROOFING ON THE COLUMN.

D07 REMOVE EXISTING WALL BASE.

D12 REMOVE CARPET AND WALL BASE THROUGHOUT SECOND FLOOR AND PREP FLOOR

TO RECEIVE NEW SCHEDULED FLOOR AND BASE. EXISTING WORK STATIONS TO

REMAIN.

D13 EXISTING VINYL FLOOR TO REMAIN

D14 PROVIDE CUT OUT FOR NEW SINK INSTALLATION ON THE EXISTING COUNTER AND

CABINET.

D15 EXISTING PARTITION TO REMAIN AS CONSTRUCTION BARRICADE. PARTITION TO BE

REMOVED LAST MINUTE.

D16 CONSTRUCTION BARRICADE TO BE CONSTRUCTED W/ METAL STUD AND 1/2" THICK

PLYWOOD PAINTED ON THE HALLWAY SIDE. THE CONSTRUCTION BARRICADE TO

REMAIN UNTIL NEW PARTITION AND DOOR ARE INSTALLED TO CONTAIN BATHROOM

CONSTRUCTION.

D17 REMOVE CERAMIC TILE AND SETTING BED TO CONCRETE SUB FLOOR. PREPARE

SUBFLOOR TO RECEIVE SCHEDULED NEW FLOORING. REMOVE CERAMIC TILE BASE

AND TILE WALL ON PARTITION SCHEDULED TO REMAIN.

N TRUE

NORTH4'

SCALE : 1/8" = 1'-0"

0 8' 16'

A

B

C

D

E

D01

D07

D02

D03

D03 D04

D05 D05 D05

D05 D05 D05

D05 D05

D05

D06

D02

D04

D04

D11

BUILDING 46

BUILDING 47

D17

EXISTING TO REMAIN

D04

DN

1. CONTRACTOR SHALL VISIT JOB SITE AND RECORD EXISTING CONDITIONS

WITH A DIGITAL CAMERA PRIOR TO START OF DEMOLITION. THESE PHOTOS

SHALL RECORD EXISTING CONDITION PRIOR TO MODIFICATION.

2. SEE MECHANICAL AND ELECTRICAL DRAWING FOR EXTENT OF MECHANICAL

AND ELECTRICAL DEMOLITION.

3. CONTRACTOR SHALL DISPOSE ALL DEMOLISHED MATERIALS NOT

SCHEDULED TO BE REUSED FROM WORK AREA EACH DAY. STORING DEBRIS

IS NOT PERMITTED. CLEAN AND RETURN TO WORKING CONDITION AT END OF

EACH WORKING DAY.

4. NO BUILDING TRASH REMOVAL FACILITY SHALL BE UTILIZED TO DISPOSE OF

DEMOLITION DEBRIS.

4. WHEN FLOORING IS REMOVED, REMOVE ALL FINISH FLOORING INCLUDING

MASTIC AND SETTING BED TO SUBFLOOR. PREPARE SUB FLOOR TO RECEIVE

SCHEDULED NEW MATERIAL.

5. PROVIDE AND MAINTAIN PROTECTION FOR ALL OTHER REMAINING ITEMS

AND AREAS. TAKE EXTRA CAUTION TO PROTECT FREQUENT USED ACCESS

WAYS TO WORK AREA FROM UNUSUAL WEAR AND TEAR.

6. PROTECT ALL AREA OUTSIDE THE CONSTRUCTION FROM DUST AND DEBRIS.

7. MAINTAIN ACCESS TO ALL EGRESS DURING DEMOLITION AND

CONSTRUCTION.

8. NOTIFY AND COORDINATE ALL BUILDING SHUT DOWN FOR NEW

CONNECTION/DEMOLITION WITH BUILDING FACILITY.

9. REMOVE FLOOR PROTRUSIONS, INCLUDING ABANDONED OUTLETS AND

CONDUITS, MONUMENTS AND CAP ALL UNUSED OPENINGS WITH FIRE RATED

MATERIAL IN FLOOR ELECTRICAL & TELECOMMUNICATION FEEDERS UNLESS

OTHERWISE INDICATED.

10. DEMOLITION SUBCONTRACTOR/GC TO COORDINATE WITH OWNER

REPRESENTATIVE ON DISPOSAL OF DOOR/HARDWARE.

11. GC TO NOTIFY VBA IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED OR

SUSPECTED, AND IS TO EVACUATE AFFECTED WORK AREA IMMEDIATELY

AND NOT RETURN TO AREA UNTIL VBA HAS CERTIFIED THAT AREA IS FREE

OF HAZMATS.

12. WHEN PARTITION IS SCHEDULED TO BE REMOVED, REMOVE ALL

ASSOCIATED TRIMS, WALL FINISHES, ELECTRICAL ITEMS IN THAT PORTION

OF WALL AND REPLACE AS SCHEDULED…