36C24820Q0140-023.pdf

4890 west kennedy boulevard suite 930 tampa, fl 33609 voice 813-383-5500 fax 813-383-5515 schenkelshultz.com SS Lic No - AA-C000937

ARCHITECTURAL

INFORMATION

Permit Set Documents

0920805

VA Clinic Expansion & Community Pharmacy Citrus County Resource Center - C Wing 2804 W. Marc Knighton Court Lecanto, Florida 34461

Citrus County 3600 W. Sovereign Path Lecanto, Florida 34461

NK

KT

SCHENKELSHULTZ

A R C H I T E C T U R E comm. no.:

date:

checked:

drawn:

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY

THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SCHENKELSHULTZ AND WERE

CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE

SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL

BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY

PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SCHENKELSHULTZ.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE

DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE

DRAWINGS. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM

THE REQUIREMENT OF MEETING OR EXCEEDING THE PLANS AND SPECIFICATIONS .

CONFIDENTIAL COPYRIGHT 2006 SCHENKELSHULTZ. WARNING: REPRODUCTION

HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED

DISCLOSURE MAY CONSTITUTE A VIOLATION OF APPLICABLE STATE AND FEDERAL LAW.

THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR

BE THE SUBJECT OF PENDING PATENT APPLICATION.

SYMBOLS

ARCHITECTURAL GENERAL NOTES

1. EACH CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AND OBTAIN ALL MEASUREMENTS REQUIRED FOR PROPER EXECUTION OF

WORK. WHEN VERIFICATION OF EXISTING DIMENSIONS IS REQUIRED, THE CONTRACTOR REQUIRING SAID VERIFICATION FOR THE CONSTRUCTION OR FABRICATION OF HIS MATERIAL SHALL BE THE CONTRACTOR RESPONSIBLE FOR THE PROCUREMENT OF THE FIELD INFORMATION.

2. PROVIDE ALL WOOD BLOCKING NECESSARY FOR THE ATTACHMENT OF MISCELLANEOUS EQUIPMENT INCLUDING BUT NOT LIMITED TO TOILET ACCESSORIES, DOOR HARDWARE, ELECTRICAL DEVICES, LABORATORY EQUIPMENT, GRAB BARS, HANDRAILS, CASEWORK AND MILLWORK.

3. THE TRANSITION OF DIFFERENT FLOORING MATERIALS AT A DOORWAY SHALL OCCUR AT THE CENTERLINE OF DOOR UNLESS INDICATED OTHERWISE.

4. ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS SHALL RECEIVE PAINT WHEN PAINT IS INDICATED ON THE FINISH SCHEDULE OR FINISH PLANS.

PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE TO BE SAME AS SIMILAR EXPOSED SURFACES. PAINT SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY BEFORE FINAL INSTALLATION OF EQUIPMENT. PAINT ALL MECHANICAL AND ELECTRICAL EQUIPMENT

EXPOSED IN FINISHED SPACES UNLESS INDICATED OTHERWISE.

5. REPAIR ALL SURFACES DAMAGED BY RENOVATION AND NEW CONSTRUCTION TO MATCH EXISTING ADJACENT OR CONTIGUOUS FINISH.

6. ALL CUTTING AND PATCHING AS A RESULT OF NEW CONSTRUCTION OR DEMOLITION SHALL BE PERFORMED IN A WORKMANLIKE MANNER, AND SHALL MATCH IN

COLOR, SHAPE, SIZE AND TEXTURE ADJACENT AND/OR CONTIGUOUS FINISHED SURFACES.

7. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DO NOT SCALE DRAWINGS.

8. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS.

9. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TAKEN FROM FACE OF CMU OR CONCRETE TO FACE OF STUD, OR FACE OF STUD TO FACE OF STUD.

10. DOORS NOT OTHERWISE DIMENSIONED SHALL BE 8" FROM FACE OF ADJACENT CMU OR CONCRETE WALL TO ROUGH DOOR OPENING, AND 2" FROM FACE OF

ADJACENT STUD WALL TO ROUGH DOOR OPENING.

11. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE PRODUCT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND STANDARD DETAILS, IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATION REQUIREMENTS AND DESIGN INTENT.

12. PROVIDE FIRE EXTINGUISHERS FE AND FIRE EXTINGUISHER CABINETS FEC AS INDICATED ON THE PLANS. PROVIDE TYPE AND SIZE AS SPECIFIED. MOUNT AT

42" AFF TO TOP OF FE AND 48" AFF TO TOP OF FEC

WALL TYPE IDENTIFICATION SYSTEM

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL REVIEW FINAL CONDITIONS REQUIRED AND PROVIDE ALL DEMOLITION WORK, PATCHING AND REPAIRING AS NECESSARY.

2. ALL ELECTRICAL, MECHANICAL AND PLUMBING SERVICES LOCATED IN WALLS, CEILINGS, OR FLOORS TO BE REMOVED SHALL BE CAPPED AND REROUTED AS

REQUIRED FOR NEW CONDITIONS AND IN ACCORDANCE WITH APPLICABLE CODES.

3. CONTRACTOR SHALL PROVIDE ALL NECESSARY DEMOLITION FOR NEW PLUMBING, MECHANICAL AND ELECTRICAL WORK AS REQUIRED. COORDINATE WITH

CONSTRUCTION DOCUMENTS FOR NEW CONSTRUCTION.

4. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE SLAB TO RECEIVE NEW FLOOR FINISHES IN ACCORDANCE WITH THE NEW FLOOR FINISH

MANUFACTURERS' WRITTEN RECOMMENDATIONS UNLESS NOTED OTHERWISE.

5. DEMOLITION / RESTORATION ITEMS MAY NOT BE ALL INCLUSIVE. THE DEMOLITION CONTRACTOR SHALL REVIEW THE REQUIREMENTS OF NEW CONSTRUCTION AND COMPLETE ALL DEMOLITION / RESTORATION, CUTTING AND PATCHING NECESSARY TO ACHIEVE INTENDED NEW CONDITION AND QUALITY.

6. REMOVE FROM BUILDING SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE

OF OFF SITE. PROVIDE THE OWNER WITH THE RIGHT OF FIRST REFUSAL.

7. ALL DEMOLITION WORK INDICATED ON THE DEMOLITION PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK.

8. RELOCATION OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO DO SO WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE RELOCATED. IF THE CONTRACTOR IS UNABLE TO RELOCATE ANY ITEM AS PRESCRIBED HEREIN, S/HE SHALL CONSULT ARCHITECT FOR

DIRECTION. SAFELY STORE MATERIAL TO BE REUSED UNTIL TIME OF INSTALLATION.

9. CONTRACTOR SHALL PROTECT ALL STRUCTURAL MEMBERS FROM DAMAGE.

ABBREVIATIONS

AB ANCHOR BOLTS

ABBREV ABBREVIATION(S)

AC AIR CONDITIONING

ACOUS ACOUSTICAL

AD ACCESS DOOR

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

APPR APPROVED

APPROX APPROXIMATELY

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCHMARK

BOB BOTTOM OF BEAM

BOC BOTTOM OF CURB

BOT BOTTOM

BUR BUILT-UP ROOFING

C/C CENTER TO CENTER

CEM CEMENT

CH CEILING HEIGHT

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CORS COURSE, COURSES

CSK COUNTERSINK

CT CERAMIC TILE

CUST CUSTODIAL

DBL DOUBLE

DEG DEGREE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELEC WATER COOLER

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FH FULL HEIGHT

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FO FINISHED OPENINIG

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FRP FIBER REINFORCED PLASTIC

FS FLOOR SINK

FSD FULL SIZE DETAIL

FT FOOT/FEET

FTG FOOTING

R RISER

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REINF REINFORCED

REQD REQUIRED

RES RESILIENT

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SIMUL SIMULATED

SJ SAW JOINT

SPECS SPECIFICATIONS

SS STAINLESS STEEL

SQ SQUARE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD

T & G TONGUE & GROOVE

TDC TRAFFIC DECK COVERING

TEL TELEPHONE

TEMP TEMPERED

THK THICK

TJ TOOLED JOINT

TOC TOP OF CONCRETE

TOC TOP OF CURB

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS

LABORATORY

UNO UNLESS NOTED OTHERWISE

VER VERIFY

VERT VERTICAL

VEST VESTIBULE

W WIDE

W/ WITH

WC WATER CLOSET

WD WOOD

WI WROUGHT IRON

WL WATER LEVEL

W/O WITHOUT

WP WORKING POINT

WP WATERPROOFING

YR YEAR

GA GAUGE

GALV GALVANIZED

GR GRADE

GYP GYPSUM

H HIGH

HC HOLLOW CORE

HDWD HARDWOOD

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

ID INSIDE DIAMETER

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JAN JANITOR

LAV LAVATORY

LB POUND

LEV LEVEL

LF LINEAR FEET

LTG LIGHTING

LTWT LIGHT WEIGHT

LVR LOUVER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

MULL MULLION

N NEW

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NON-RATED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OWNER FURNISHED

OFF OFFICE

OH OPPOSITE HAND

OPN'G OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

PC PORTLAND CEMENT

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PREP PREPARATION

PROJ PROJECTION

QT QUARRY TILE

EXTENT OF WALL TYPE M

EX

TE

NT

O

F W

AL

L T

YP

E

M

EX

TE

NT

O

F W

AL

L

TY

PE

X 2 (

TO

CO

RN

ER

O R

TA

G)

EX

TE

NT

O

F W

AL

L T

YP

E

X1

EXTENT OF WALL TYPE X3

(TO CORNER OR TAG)

EXTENT OF

WALL TYPE X2

EX

TE

NT

O

F W

AL

L T

YP

E

X

X1

X3X2 X3

X2

A-111

A-111

A-111

A-111

1 1/8"=1'-0"

DETAIL

A-111

STORAGE

1-123

100 SF

BUILDING NUMBER

DOOR NUMBER

DOOR NUMBER SUFFIX

S1

PARTITION TYPE

ROOM NAME

ROOM NUMBER

AREA

LETTER FOR WINDOW

NUMBER FOR LOUVER

KEY

CEILING HEIGHT FROM FLOOR

EXTERIOR ELEVATION DETAIL NUMBER

SHEET WHERE ELEVATION IS DRAWN

CONTRACT FURNISHED, CONTRACT INSTALLED

OWNER FURNISHED, CONTRACT INSTALLED

OWNER FURNISHED, OWNER INSTALLED

CONTRACT FURNISHED, OWNER INSTALLED

WALL FINISH ON THIS WALL IF WALL FINISHES VARY

WALL FINISH IF ALL WALLS THE SAME

(DASHES IF WALL FINISHES VARY)

BASE FINISH

FLOOR FINISH

DRAWING IDENTIFICATION NUMBER

DRAWING SCALE

DETAIL TITLE

SECTION NUMBER

SHEET WHERE SECTION IS DRAWN

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

AREA TO BE DETAILED OR ENLARGED

REVISION NUMBER

REVISED AREA CLOUDED

ELEVATION LOCATION

SHEET WHERE ELEVATION IS DRAWN

100 SF

ROOM SQUARE FOOTAGE

SQUARE FEET PER OCCUPANT

MAXIMUM NUMBER OF OCCUPANTS

Electrical Julius D. Davis, PE

Mechanical Jorge L. Rivera, PE

Plumbing Jorge L. Rivera, PE

Architectural Khashayar Teimouri, AIA

Architecture Mechanical Engineering

Electrical Engineering Plumbing Engineering

Schenkel Shultz Architecture VoltAir Consulting Engineers sheet index

VoltAir Consulting Engineers VoltAir Consulting Engineers

ARCHITECTURAL

A-01 ARCHITECTURAL INFORMATION

A-011 WALL TYPES

A-02 LIFE SAFETY PLAN

A-10 DEMOLITION PLAN

A-11 NEW FLOOR PLAN

A-20 RFLECTED CEILING PLAN

A-30 FINISH PLAN

A-40 EQUIPMENT AND SIGNAGE PLAN

A-50 ENLARGED PLAN, UNTERIOR ELEVATIONS AND DETAILS

A-60 DOOR WINDOW SCHEDULES AND DETAILS

STRUCTURAL

S-01 GENERAL STRUCTURAL NOTES

S-02 DEMO & NEW CONSTRUCTION

S-03 SECTIONS & DETAILS

S-04 SECTIONS & DETAILS

ELECTRICAL

E-01 ELECTRICAL LEGEND AND SCHEDULES

E-10 DEMOLITION PLAN - POWER

E-11 DEMOLITION PLAN - LIGHTING

E-12 FLOOR PLAN - POWER

E-13 FLOOR PLAN - LIGHTING

MECHANICAL

M-01 HVAC LEGEND SYMBOLS AND NOTES

M-10 DEMOLITION PLAN - HVAC

M-11 FLOOR PLAN - HVAC

M-20 DETAILS - HVAC

PLUMBING

P-01 PLUMBING LEGEND SYMBOLS AND NOTES

P-10 DEMOLITION PLAN - GRAVITY

P-11 DEMOLITIOM PLAN - PRESSURE

P-12 FLOOR PLAN - GRAVITY PIPING

P-13 FLOOR PLAN - PRESSURE PIPING

P-20 DETAILS - PLUMBING

P-21 DETAILS - PLUMBING

FIRE PROTECTION

FP-01 FIRE PROTECTION LEGEND SYMBOLS AND NOTES

FP-11 FLOOR PLAN - FIRE PROTECTION

consultants citrus county board members:

Gary Bartell Dennis Damato

Vicki Phillips John Thrumston Joyce Valentino

Structural Engineering Master Consulting Engineers

July 15, 2009

1/2" = 1'-0"

WALL TYPE S1 / S1A - NON-RATEDS1

6"

CEILING AS

SCHEDULED

PLAN

SILL

HEAD

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF

3 5/8" METAL STUDS @ 16" O.C.

BASE AS SCHEDULED

SOUND ATTENUATION BATT

INSULATION AT WALLS

DESIGNATED S1A

4 7/8"

ACOUSTICAL SEALANT @

TYPE S1a WALLS

PLAN

DETAIL

PLAN

SYMBOL

3 5/8" STUD BRACING

1/2" = 1'-0"

WALL TYPE S3 / S3A - NON-RATEDS3

CEILING AS

SCHEDULED

PLAN

SILL

BASE AS SCHEDULED

SOUND ATTENUATION BATT

INSULATION AT WALLS

DESIGNATED S7a - FULL HEIGHT

2 1/ 4"

ACOUSTICAL SEALANT @

TYPE S7a WALLS

PLAN

DETAIL

PLAN

SYMBOL

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON 1 5/8" METAL

STUDS @ 16" O.C.

1/2" = 1'-0"

WALL TYPE S4 / S4A - SMOKE PARTITIONS4

CEILING AS

SCHEDULED

PLAN

SILL

HEAD

BASE AS SCHEDULED

SOUND ATTENUATION BATT

INSULATION AT WALLS

DESIGNATED S6a - FULL HEIGHT

ACOUSTICAL SEALANT @

TYPE S6a WALLS

PLAN

DETAIL

PLAN

SYMBOL

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF

8" METAL STUDS @ 16" O.C.

8"

1/2" = 1'-0"

WALL TYPE S2 / S2A - NON-RATEDS2

CEILING AS

SCHEDULED

PLAN

SILL

HEAD

BASE AS SCHEDULED

SOUND ATTENUATION BATT

INSULATION AT WALLS

DESIGNATED S9a - FULL HEIGHT

ACOUSTICAL SEALANT @

TYPE S9a WALLS

PLAN

DETAIL

PLAN

SYMBOL

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF

6" METAL STUDS @ 16" O.C.

6"

3 5/8" STUD BRACING

1/2" = 1'-0"

WALL TYPE S5 / S5A - 1 HR RATED SHAFT WALL UL 499S6

CEILING AS

SCHEDULED

BASE AS SCHEDULED

1" TYPE X GYPSUM BOARD

LINER

FIRE CAULKING CONT.

ACOUSTICAL SEALANT @

TYPE S8a WALLS

PLAN

DETAIL

PLAN

SYMBOL

ONE LAYER OF 5/8" TYPE X

GYPSUM WALLBOARD ON 2 1/2"

C-H METAL STUDS @ 16" O.C.

2 1/2"

PROVIDE 48" SOUND ATUNIATION

GLASSFIBER BLANKET ON BOTH

SIDES AND OVER WALL LENGHTH

PROVIDE 48" SOUND ATUNIATION

GLASSFIBER BLANKET ON BOTH

SIDES AND OVER WALL LENGHTH

1/2" = 1'-0"

WALL TYPE S5 / S5A - ONE HOUR RATED WALL UL # U465S5

CEILING AS

SCHEDULED

PLAN

SILL

BASE AS SCHEDULED

SOUND ATTENUATION BATT

INSULATION AT WALLS

DESIGNATED S6a - FULL HEIGHT

ACOUSTICAL SEALANT @

TYPE S6a WALLS

PLAN

DETAIL

PLAN

SYMBOL

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF

8" METAL STUDS @ 16" O.C.

8"

FIRE CAULKING CONT. TYP.

STEEL COLUMN WHERE OCCURS

WITH FIREPRROFING SPRAY

UL # Y733

STEEL COLUMN WHERE OCCURS

WITH FIREPRROFING SPRAY

UL # Y733

7 1 /4"

7 1 /4" 9 1/4" 4 1/ 8" 1" + /-

FROM F.O.

GWB

AT EXISTING

WALL

4890 west kennedy boulevard suite 930 tampa, fl 33609 voice 813-383-5500 fax 813-383-5515 schenkelshultz.com SS Lic No - AA-C000937

WALL TYPES

Permit Set Documents

0920805

VA Clinic Expansion & Community Pharmacy Citrus County Resource Center - C Wing 2804 W. Marc Knighton Court Lecanto, Florida 34461

Citrus County 3600 W. Sovereign Path Lecanto, Florida 34461

NK

KT

SCHENKELSHULTZ

A R C H I T E C T U R E comm. no.:

date:

checked:

drawn:

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY

THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SCHENKELSHULTZ AND WERE

CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE

SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL

BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY

PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SCHENKELSHULTZ.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE

DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE

DRAWINGS. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM

THE REQUIREMENT OF MEETING OR EXCEEDING THE PLANS AND SPECIFICATIONS .

CONFIDENTIAL COPYRIGHT 2006 SCHENKELSHULTZ. WARNING: REPRODUCTION

HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED

DISCLOSURE MAY CONSTITUTE A VIOLATION OF APPLICABLE STATE AND FEDERAL LAW.

THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR

BE THE SUBJECT OF PENDING PATENT APPLICATION.

WALL TYPE NOTES

1. PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS AND THROUGH-PENETRATION FIRESTOP DEVICES, SEALANTS AND RELATED PRODUCTS FOR FIRE-RATED FLOOR AND WALL PENETRATIONS (AND SEALING TOP OF RATED WALLS TO DECK). THIS WORK ALSO INCLUDES FIRESTOPPING AT NEW PENETRATIONS THROUGH EXISTING FIRE-RATED WALLS AND FLOORS. ALL RATED WALL PENETRATIONS SHALL MAINTAIN THE INTEGRITY OF THE WALL

ASSEMBLY.

2. PROVIDE ACOUSTICAL SEALANT AT ALL WALLS WITH SOUND ATTENUATION BLANKETS.

3. ALL STUDS SHALL BE SPACED AT 16" O.C. UNLESS NOTED OTHERWISE. ALL FURRING CHANNELS SHALL BE

SPACED AT 24" O.C. UNLESS NOTED OTHERWISE.

4. WHERE TWO LAYERS OF GYPSUM BOARD OCCUR IN A NON-RATED WALL ASSEMBLY, TAPE AND FINISH SECOND

LAYER ONLY.

5. PROVIDE CONSTRUCTION IN ACCORDANCE WITH THE UL DESIGN NUMBER INDICATED.

6. WHERE CHASE, PILASTER, AND COLUMN ENCLOSURES OCCUR, GYPSUM BOARD MAY BE OMITTED ON CONCEALED

SIDE UNLESS REQUIRED FOR FIRE RATING.

7. WHERE GYPSUM BOARD ABUTS CMU CONSTRUCTION, PROVIDE CONTINUOUS J-MOLD AND SEALANT AT JOINT.

July 15, 2009

Fire Resistance Ratings - ANSI/UL 263 Design No. Y733

July 03, 2008

Ratings — 1, 1-1/2, 2, 3 and 4 Hr

1.Steel Pipe or Steel Tube — Steel circular pipe (SP) or steel square or rectangular tube (ST) of min sizes as shown in the table below.

2. Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in more than one coat to the thickness shown below, to steel surfaces which are clean and free of dirt, loose scale and oil. Min avg and min ind density of 18/16 pcf for Type PMCP2 and 23/21 pcf for Type PMP20. For method of density see Design Information Section, Sprayed Material.

CAFCO INTERNATIONAL L L C — Types PMCP2 or PMP20.

CAFCO INTERNATONAL, DIV OF PROMAT UK

LTD — Types PMCP2 or PMP20.

FLAMTECHNIC CO LTD — Types PMCP2 or PMP20.

MOY YUAN INDUSTRIAL LTD — Types PMCP2 or PMP20.

NEWKEM PRODUCTS CORP — Types PMCP2 or PMP20.

PROSTAR CONTRACT SERVICES PTE LTD — Types PMCP2 or PMP20.

P T HUME CONCRETE INDONESIA — Types PMCP2 or PMP20.

SHIN SUNG TRADING CO LTD — Types PMCP2 or PMP20.

*Bearing the UL Classification Mark

1. Floor and Ceiling Runners — (not shown) — Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

1A. Framing Members*— Floor and Ceiling Runners — (Not shown) — As an alternate to Item 1 - Channel shaped, min. 3-5/8 in. wide, attached to floor and ceiling with fasteners 24 in. OC. max.

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System

1B. Framing Members - Floor and Ceiling Runner* — Not shown - In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1-1/4 in.

deep by 3-5/8 in. wide fabricated from min 0.0200 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

MARINO\WARE A DIV OF WARE INDUSTRIES INC — Viper20S™ Track, Viper20D™ Track

2. Steel Studs — Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG galv steel spaced 24 in.

OC max. Studs to be cut 3/4 in. less than assembly height.

2A. Framing Members*— Steel Studs — As an alternate to Item 2 - Channel shaped studs, min. 3-5/8 in. wide, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System

2B. Framing Members - Metal Studs* — Not shown - In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. deep by 3-5/8 in. wide fabricated from min 0.0200 in. thick galv steel. Studs 3/4 in. less in lengths than assembly heights.

MARINO\WARE A DIV OF WARE INDUSTRIES INC — Viper20S™, Viper20D™

3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity.

See Batts and Blankets (BZJZ) category for names of Classified companies.

3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity.

Minimum dry density of 4.3 pounds per cubic ft.

NU-WOOL CO INC — Cellulose Insulation

4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC.

along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in.

OC.

AMERICAN GYPSUM CO — Types AG-C, AGX-1

BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1.

CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

CERTAINTEED GYPSUM INC — Types 1, EGRG, ProRoc Type X, ProRoc Type C.

CERTAINTEED GYPSUM CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant.

GEORGIA-PACIFIC GYPSUM L L C — Types 5, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6.

LAFARGE NORTH AMERICA INC — Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A.

NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6.

PABCO BUILDING PRODUCTS L L C, DBA

PABCO GYPSUM — Type PG-C, PG-11 or PG-9.

PANEL REY S A — Type PRX.

SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1

TEMPLE-INLAND FOREST PRODUCTS CORP — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X.

UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX).

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally.

CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

CERTAINTEED GYPSUM INC — ProRoc Type X, ProRoc Type C.

CERTAINTEED GYPSUM CANADA INC — ProRoc Type X, ProRoc Type C.

GEORGIA-PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS.

LAFARGE NORTH AMERICA INC — Type LGFC6A, LGFC-C/A

UNITED STATES GYPSUM CO — T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, , USGX (Joint tape and compound, Item 5, optional for use with Type USGX).

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in.

CANADIAN GYPSUM COMPANY — Types AR, IP-AR.

UNITED STATES GYPSUM CO — Types AR, IP-AR.

USG MEXICO S A DE C V — Types AR, IP-AR.

4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board.

Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing.

TEMPLE-INLAND FOREST PRODUCTS CORP — GreenGlass Type X.

4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied horizontally. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Gypsum panels fastened to framing with 1 in. long Type S steel screws 1-1/2 in. from board edges, 3 in. from board edge and every 8 in. OC in the field. Screws spaced a max 12 in.

along the top and bottom edges of the wall.

NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW.

5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges.

6. Resilient Channel — (Optional-Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws.

6A. Steel Framing Members (Not Shown)* — As an alternate to Item 3, furring channels and resilient sound isolation clip as described below:

a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel.

b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips.

PAC INTERNATIONAL INC — Type RSIC-1.

6B. Steel Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the stud with min. 1 in. long Type S-12 panhead steel screws through the center hole of the clip and the resilient channel flange.

KEENE BUILDING PRODUCTS CO INC — Type RC Assurance.

7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board.

QUIET SOLUTION INC — Type QuietRock QR-510.

Fire Resistance Ratings - ANSI/UL 263 Design No. U465 March 23, 2009

Nonbearing Wall Rating — 1 HR.

Fire Resistance Ratings - ANSI/UL 263

Design No. U499

May 19, 2009

Nonbearing Wall Rating — 1 Hr.

1.Channel Track — "J" -shaped channel, 2-1/2 in. deep with unequal legs of 1 in. and 2 in., fabricated from No.

25 MSG galv steel. Channels attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC.

2. Steel Studs — "I" shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from min 25 MSG galv steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 1/2 in. less than floor to ceiling height.

2A. Steel Studs — (Not Shown) — "C-H" -shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from min 25 MSG galv steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 1/2 in. less than floor to ceiling height.

2B. Steel Studs — (Not Shown) — "C-T" - shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from min 25 MSG galv steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 1/2 in. less than floor to ceiling height.

2C. Furring Channels — (Optional, not shown) - Resilient furring channels fabricated from min. 25 MSG corrosion protected steel, installed horizontally, and spaced vertically a max. 24 in. OC. Flange portion of channel attached to each intersecting stud on side of stud opposite the 1 in. liner panels with 1/2 in. long Type S or S-12 pan-head steel screws.

When furring channels are used, wallboard to be installed vertically only.

3. Gypsum Board* — 1 in. thick gypsum wallboard liner panels, supplied in nominal 24 in. widths. Vertical edges inserted in "I" studs. Free edge of end panels attached to long leg of "J" runners with 1-5/8 in. long Type S self-drilling, self-tapping bugle head steel screws spaced not greater than 24 in. OC.

NATIONAL GYPSUM CO — Types FSW, FSW-B, FSW-7.

4. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied horizontally or vertically and attached to studs with 1 in.

long Type S steel screws spaced 12 in. OC along the edges and in the field of the boards. When Furring Channels (Item 2C) are used, gypsum board attached vertically to furring channels with 1 in. long Type S steel screws spaced 12 in. OC.

NATIONAL GYPSUM CO — Types FSK-C, FSW, FSW-5, FSW-C, FSW-6.

4A. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied vertically and attached to studs with 1 in. long Type S steel screws spaced 12 in. OC along the edges and in the field of the boards. When Furring Channels (Item 2C) are used, gypsum board attached vertically to furring channels with 1 in. long Type S steel screws spaced 12 in. OC.

NATIONAL GYPSUM CO — Types FSW-3, FSMR-C.

5. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt bearing the UL Classification Marking as to Fire Resistance. See Batt and Blankets (BZJZ) Category For Names Of Classified Companies.

5A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

5B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.

NU-WOOL CO INC — Cellulose Insulation

GC NOTE:

EXISTING SPRAY APPLIED FIREPROOFING MUST BE TESTED BY CERTIFIED FIRE PROOFING APPLICATOR TO DETERMINE

CURRENT RATING, THICKNESS AND MATERIAL.

EXISTING FIREPROOFING WITHIN THE SCOPE OF PROJECT THAT DOES NOT MEET THE UL REQUIREMENTS AND EXISTING STEEL MEMBERS WHERE FIREPROOFING IS DISTURBED/AFFECTED DUE TO CONSTRUCTION, MUST BE SPRAY

APPLIED WITH NEW FIRE PROOFING PER UL REQUIREMENTS INDICATED.

ALL NEW STRUCTURAL STEEL MEMBERS SHALL BE APPLIED WITH SPRAY FIREPROOFING AS INDICATED PER UL

REQUIREMENTS.

MA

XI

MU

M

TR

AV

EL

D

IS

TA

NC

E

TO

E

XI

T

F

EE

T

1 LIFE SAFETY PLAN

MA

XI

MU

M

TR

AV

EL

D

IS

TA

NC

E

TO

E

XI

T

F

EE

T

MAXIMUM TRAVEL D

ISTANCE

TO EXIT = 70

FEET

C D E F GBA

E.5

OFFICE

OFFICE

HEALTH TECH

OFFICE

MAS/ RECEPTION

ROOM

INTERVIEW

OFFICE

WOMEN

MEN

PHARMACY

IRM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

133A

JAN.

MEN

WOMEN

VESTIBULE

LOBBY

OFFICE

OFFICE

PHARMACIST

OFFICE

IDP

TOILET

STAFF

TOILET

UNISEX

HALLWAY

HALLWAY

LOBBY

STORAGE

3.5

1.5

BREAK ROOM

4890 west kennedy boulevard suite 930 tampa, fl 33609 voice 813-383-5500 fax 813-383-5515 schenkelshultz.com SS Lic No - AA-C000937

LIFE SAFETY PLAN

Permit Set Documents

0920805 July 15, 2009

VA Clinic Expansion & Community Pharmacy Citrus County Resource Center - C Wing 2804 W. Marc Knighton Court Lecanto, Florida 34461

Citrus County 3600 W. Sovereign Path Lecanto, Florida 34461

NK

KT-

SCHENKELSHULTZ

A R C H I T E C T U R E comm. no.:

date:

checked:

drawn:

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY

THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SCHENKELSHULTZ AND WERE

CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE

SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL

BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY

PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SCHENKELSHULTZ.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE

DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE

DRAWINGS. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM

THE REQUIREMENT OF MEETING OR EXCEEDING THE PLANS AND SPECIFICATIONS .

CONFIDENTIAL COPYRIGHT 2006 SCHENKELSHULTZ. WARNING: REPRODUCTION

HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED

DISCLOSURE MAY CONSTITUTE A VIOLATION OF APPLICABLE STATE AND FEDERAL LAW.

THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR

BE THE SUBJECT OF PENDING PATENT APPLICATION.

K E

Y P

L A

N

C

B A

NORTH

APPLICABLE CODES

OCCUPANCY CLASSIFICATION

AGENCY HAVING JURISDICTION

CONSTRUCTION TYPE (EXISTING)

FIRE RATING REQUIREMENTS:

EGRESS REQUIREMENTS

FINISH REQUIREMENTS

2007 Florida Building Code (FBC), with 2009 Supplements: (This code includes the Florida Accessibility Code as Chapter 11 and portions of the 2005 National Electric Code as Chapter 27. This code, with the 2009 Supplements includes the 2007 FBC Building, Mechanical, Plumbing and Fuel Gas Volumes. Further, see the 2007 FBC; Building Chapter 35; Mechanical Chapter 15; Plumbing Chapter 13 and Fuel Gas Chapter 8 as amended by the 2009 Supplements for other referenced codes and standards.) (Effective March 1, 2009)

2007 Florida Fire Prevention Code (FFPC): (This code also includes the Florida versions of NFPA 1 and NFPA 101.) (Effective December 31, 2008)

STATE FIRE MARSHAL

CITRUS COUNTY BUILDING DEPARTMENT

BUSINESS PER FBC SECTION 304

II-A SPRINKLERED, PROTECTED. PER FBC SECTION 602

BUILDING ELEMENTS: (FBC TABLE 601 & 602)

STRUCTURAL FRAME: 1 HR.

INTERIOR BEARING WALLS: 1 HR.

INTERIOR NON-BEARING WALLS: 0 HR.

FLOOR CONSTRUCTION: 1 HR.

ROOF CONSTRUCTION: 1 HR.

EXTERIOR BEARING WALLS:

FIRE RATING: O HR. O HR. 0 HR. 0 HR.

% OPENING: NL NL NL NL

PROTECTIVES: NL NL NL NL

(NL - NO LIMIT)

CORRIDORS NOT REQUIRED TO BE FIRE RATED PER FBC SECTION 1017.1

EGRESS WIDTH FACTORS: STAIRWAYS: OTHER EGRESS COMPONENTS:

FBC TABLE 1005.1 0.3 0.2

ALLOWABLE EXIT ACCESS TRAVEL DISTANCE:

UNSPRINKLERED = 200 FT. SPRINKLERED = 300 FT.

FBC TABLE 1016.1

ALLOWABLE COMMON PATH OF EGRESS TRAVEL:

UNSPRINKLERED = 75 FT. SPRINKLERED = 100 FT.

FBC SECTION 1014.3

MAXIMUM DEAD-END CORRIDOR:

UNSPRINKLERED = 20 FT. SPRINKLERED = 50 FT.

FBC SECTION 1017.3

OCCUPANCYLOAD:BUSINESS AREA 100 GSF PER PERSON

PHARMACY 1380 SF=14 CLINIC 3209 SF=33

FBC TABLE 1004.1.1

MINIMUM NUMBER OF EXITS: 1 PER TENANT PROVIDED 2

FBC TABLE 1015.1

MINIMUM CORRIDOR WIDTH: 44 IN.

FBC SECTION 1017.2

INTERIOR FINISHES:

SPRINKLERED UNSPRINKLERED

EXIT ACCESS CORRIDORS AND OTHER EXITWAYS: CLASS C CLASS B

ROOMS AND ENCLOSED SPACES: CLASS C CLASS C

FBC TABLE 803.5

LIFE SAFETY LEGEND

1. CONTRACTOR TO COORDINATE ALL DEVICE LOCATIONS WITH ELECTRICAL DRAWINGS.

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION.

2. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING LOCATIONS.

3. REFER TO SIGNAGE PLAN FOR SIGNAGE REQUIREMENTS.

PRIMARY EXIT

PRIMARY EGRESS PATH

FIRE ALARM PULL STATION - SEE ELECTRICAL

FIRE ALARM HEAT DETECTOR - SEE ELECTRICAL

FIRE ALARM STROBE - SEE ELECTRICAL

DESCRIPTIONSYMBOL

FIRE EXTINGUISHER IN WALL MOUNTED CABINET - RATED

PER WALL RATING - TOP OF CABINET AT 48

TRAVEL DISTANCE PATH116'-9"

H

"FIRE PULL STATION INSIDE" SIGN - SEE SIGNAGE PLAN

"FIRE EXTINGUISHER INSIDE" SIGN - SEE SIGNAGE PLAN

FIRE ALARM SIGNAL HORN WITH STROBE

'WP' DENOTES WEATHERPROOF TYPE - SEE ELECTRICAL

WALL MOUNTED EXIT SIGN - SEE ELECTRICAL

S SPEAKER

WALL MOUNTED FIRE EXTINGUISHER

FIXTURE COUNT

MALE WC / URINALS: 1 / 25 FOR FIRST 50 + 1 / 50 THEREAFTER

FEMALE WC: 1 / 25 FOR FIRST 50 + 1 / 50 THEREAFTER

MALE LAVATORIES: 1 / 40 FOR FIRST 50 + 1 / 80 THEREAFTER

FEMALE LAVATORIES: 1 / 40 FOR FIRST 50 + 1 / 80 THEREAFTER

BATHTUB / SHOWERS:: NONE

DRINKING FOUNTAINS: 1 PER 100

PHARMACY: (14 OCC)

7M, 7F

CLINIC:(33 OCC)

17M, 17F

REQD PROVIDED REQD PROVIDED

1 1

1 1

1 1

1 1

0 0

1 2

1 2

1 2

1 2

1 3

NOTES

C D E F GBA

E.5

NO WORK

IN SHADED AREA

1 1/8" = 1'-0"

DEMOLITION PLAN

3'- 4"

8"

EXISTING SIDEWALK AT

ENTRY TO REMAIN.

NORTH

TYP. ALL EXISTING

PLUMBING FIXTURES

IN AREA OF WORK

TYP. ALL EXISTING INTERIOR

STUD WALLS

IN AREA OF WORK

UNLESS NOTED OTHERWISE

NO WORK THIS AREA

LIM

IT

O F

W

OR

K

LIN

E

CO

NS

TR

UC

TI

ON

F

EN

CE

LI

NE

CO

OR

DI

NA

TE

T

O

MA

IN

TA

IN

AC

CE

SS

/E

XI

T

AT

E

AS

T W

IN

G

24'-0" 24'-0" 24'-0" 15'-5" 16'-0"24'-0"

'-5

9'-

2"

'-5

4'-0"

'-0

10'-0"

3'- 0"

GC NOTE:

• PRIOR TO COMMENCING THE DEMOLITION AND

CONSTRUCTION ACTIVITY AND PRIOR TO USE OF

HEAVY EQUIPMENT, VERIFY LOCATION OF

UNDERGROUND UTILITIES WITHIN THE SCOPE OF

WORK .

• DESIGNATE CLEAR ACCESS POINT FROM EXISTING

PARKLING TO MINIMIZE SITE DISTURBANCE.

• MAINTAIN CLEAR ACCESS TO EAST WING ENTRANCE

AND COORDINATE FENCING FOR WORK CLOSER TO

THE ENTRANCE

4890 west kennedy boulevard suite 930 tampa, fl 33609 voice 813-383-5500 fax 813-383-5515 schenkelshultz.com SS Lic No - AA-C000937

DEMOLITION PLAN

Permit Set Documents

0920805 July 15, 2009

VA Clinic Expansion & Community Pharmacy Citrus County Resource Center - C Wing 2804 W. Marc Knighton Court Lecanto, Florida 34461

Citrus County 3600 W. Sovereign Path Lecanto, Florida 34461

NK

KT-

SCHENKELSHULTZ

A R C H I T E C T U R E comm. no.:

date:

checked:

drawn:

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY

THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SCHENKELSHULTZ AND WERE

CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE

SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL

BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY

PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SCHENKELSHULTZ.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE

DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE

DRAWINGS. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM

THE REQUIREMENT OF MEETING OR EXCEEDING THE PLANS AND SPECIFICATIONS .

CONFIDENTIAL COPYRIGHT 2006 SCHENKELSHULTZ. WARNING: REPRODUCTION

HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED

DISCLOSURE MAY CONSTITUTE A VIOLATION OF APPLICABLE STATE AND FEDERAL LAW.

THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR

BE THE SUBJECT OF PENDING PATENT APPLICATION.

K E

Y P

L A

N

C

B A

NORTHEXISTING STEEL COLUMN TO REMAIN. TYPICAL.

EXISTING LEAN TO ROOF ASSEMBLY TO REMAIN

EXISTING CONCRETE ENCASED STEEL COLUMN TO REMAIN

NOT USED

EXISTING HEATER BOX IN WALL TO REMAIN

REMOVE STUD WALL

REMOVE EXISTING PLUMBING FIXTURE AND ALL CONNECTIONS AND

RELATED ASSEMBLIES. CAP CONNECTION BELOW SLAB. SEE PLUMBING

REMOVE EXISTING WINDOW ASSEMBLY PREP FOR NEW WALL

AND DOOR

REMOVE EXISTING DOOR AND FRAME

REMOVE EXISTING ROOF DOWN LEADER. CUT AS REQUIRED BELOW

ROOF DECK FOR CONNECTING TO THE NEW LOCATION OFFSET PER NEW

PLANS SEE PLUMBING

EXISTING STOREFRONT ENTRANCE SYSTEM TO REMAIN.

COMPLETE WITH MISSING MEMBERS TO MATCH EXISTING

SYSTEM AND PREP FOR NEW PAINT. PAINT TO MATCH EXISTING

DEMOLITION KEY NOTES

EXISTING WALL TO REMAIN

REMOVE EXISTING WALL IN ITS ENTIRETY UNLESS KEY NOTED FROM BELOW,

PATCH AND PREPARE ADJACENT SURFACES TO RECEIVE NEW FINISHES

REMOVE DOOR OR WINDOW IN IT'S ENTIRETY. SEE NEW PLANS FOR

PROPOSED FILL OR NEW DOOR AND WINDOW.

1. DEMO DRAWINGS SHOW ITEMS (DASHED) TO BE REMOVED. CM IS TO COORDINATE DEMO

DRAWINGS WITH RENOVATION DRAWINGS IN THE FIELD AND PROVIDE CUTTING AND PATCHING

NECESSARY TO ACHIEVE INTENDED NEW CONDITION AND QUALITY AND ENSURE WEATHER TIGHT

BUILDING ENVELOPE. SPECIFIC DEMOLITION KEYNOTES ARE ARE FOR CLARIFICATION AND DO NOT

REPRESENT THE ENTIRE SCOPE OF WORK.

2. CM SHALL VERIFY ALL EXISTING CONDITIONS

3. SEE MEP AND STRUCTURAL FOR MORE DEMOLITION INFORMATION PERTAINING TO THE

DISCIPLINES.

4. CONTRACTOR TO INVENTORY EXACT AMOUNT OF EXISTING OWNER MECHANICAL & ELECTRICAL ACCESSORIES & GRILLES PRIOR TO DEMOLITION. STORE SUPPLIES IN SAFE LOCATION DURING DEMOLITION AND INSTALL PER MECHANICAL & ELECTRICAL DOCUMENTATION. RETURN ANY UNUSED SUPPLIES TO

OWNER.

EXISTING STUD WALL UP TO DECK TO REMAIN.

EXISTING ROOF DOWN LEADER (OFFSET AT BOTTOM) TO REMAIN

REMOVE EXISTING CONCRETE SIDEWALK AND EXTERIOR

CONCRETE PAD

RELOCATE EXISTING GAZEBO STRUCTURE. COORDINATE WITH

OWNER FOR NEW LOCATION

REMOVE EXISTING STEEL BRACING TO PROVIDE FOR NEW

COLUMN AND BRACING. SEE STRUCTURAL FOR DEMO AND NEW

WORK

REMOVE EXISTING CONCRETE FLOOR SLAB AS REQUIRED:

• FOR RELOCATING AND RECONNECTING THE DOWN LEADER

UNDER GROUND. REPLACE WITH NEW CONC. SLAB.

• FOR NEW PLUMBING CONNECTIONS TO EXISTING MAINS.

SEE PLUMBING TYPICAL . KEEP EXTENT OF DEMOLITION OF SLAB

TO MINIMUM

REPLACE WITH NEW SLAB. SEE STRUCTURAL FOR CONNECTION

DETAILS.

NOTE: EXTENT SHOWN FOR REMOVAL AND REPLACEMENT

CONCRETE SLAB IS PER INFORMATION AVAILABLE. ACTUAL

EXTENT MAY VARY. CONTRACTOR TO VERIFY EXISTING

CONDITIONS AND DETERMINE AREA OF CONC. REMOVAL FOR

REQUIRED CONNECTION

SEE SPEC FOR ALLOWANCE PROVISION.

REMOVE EXISTING FLOOR SLAB FOR NEW COLUMN

FOUNDATIONS. REPLACE WITH NEW SLAB. SEE STRUCTURAL

REMOVE EXISTING CLEAN OUT COVER. REPLACE WITH NEW. SEE

PLUMBING

REMOVE EXISTING WINDOW ASSEMBLY AND PREPARE FOR NEW

WALL INFILL

PREP FOR NEW SHAFT WALL INSTALLATION

1 1/8"=1'-0"

NEW FLOOR PLAN

NO WORK

IN SHADED AREA

NORTH

NEW INFILL WALL MATCH

EXISTING. ALIGN AND MATCH

TEXTURE AND FINISHES

CL

A

AA

NEW CANOPY ABOVE

SEE REFLECTED CEILING PLAN

NEW CANOPY ABOVE

SEE REFLECTED CEILING PLAN

MIDDLE BAY RAISED.

NEW CONCRETE

WALK

C D E F GBA

E.5

533 SF

PHARMACY

237 SF

LOBBY

84 SF

OFFICE

HEALTH TECH

132 SF

OFFICE

56 SF

WOMEN

56 SF

MEN

117 SF

OFFICE

161 SF

OFFICE

127 SF

OFFICE

122 SF

OFFICE

122 SF

OFFICE

41 SF

133A

JAN.

32 SF

STORAGE132 SF

OFFICE

73 SF

IRM

71 SF

ROOM

INTERVIEW 128 SF

OFFICE

54 SF

MEN

55 SF

WOMEN

169 SF

OFFICE

257 SF

MAS/ RECEPTION

117 SF

OFFICE

IDP

55 SF

TOILET

UNISEX

54 SF

TOILET

STAFF

79 SF

HALLWAY

66 SF

HALLWAY

126 SF

OFFICE

PHARMACIST

399 SF

LOBBY

112 SF

VESTIBULE

133A

163 168

A

145 146

NEW CONC SLAB ON COMPACTED

FILL. SLOPE 1 /8" PER 12" AWAY

FROM BUILDING

NEW 58" GWB FINISH AT INTERIOR FACE

OF PERIMETER WALL. TYPICAL.

SEE NOTE

LINE OF EXISTING ROOF

OPERABLE PARTITION

149148

NEW GUTTER AND DOWNLEADER

TO MATCH EXISTING ON BUILDING

NEW INFILL WALL MATCH

EXISTING. ALIGN AND MATCH

TEXTURE AND FINISHES

NEW GUTTER AND DOWNLEADER

TO MATCH EXISTING ON BUILDING

NEW CONCRETE SLAB ON COMPACTED FILL

SLOPE 1 /8" PER 12" AWAY FROM BUILDING

NEW CONCRETE COLUMN

14" DIA TO ENCASE CANOPY COLUMN

SMOOTH RUBBED FINISH AND PAINT

TYPICAL FOR ALL NEW COLUMNS

NEW LANDSCAPE THIS AREA

TYP.

TYP.

178 SF

BREAK ROOM

397 SF

CORRIDOR

NO WORK THIS AREA

NEW GUTTER AND DOWN LEADER

TO MATCH EXISTING ON BUILDING.

PROVIDE CONC SPLASHBLOCK AT EACH

LINE OF EXISTING ROOF

NEW SOD THIS AREA

ON NEW GRADE

3.5

1.5

NEW COLUMN. SEE

STRUCT.

NEW COLUMN. SEE

STRUCT.

02A-50

A-50

A-50

A -50

3.2

1.7

A-60

EXISTING

CONCRETE WALK

EXISTING

CONCRETE WALK

EL= 0'-0"

EL= -0'-1 /2"

SLO

PE 1 /

8" P

ER 12

NEW GRADE TO SLO

PE AWAY

MATCH TO EXISTING SLO

PE

UNIFORMLY

NEW CONC SPLASHBLOCKS

ONE AT EACH WET COLUMN

A-50

A-50

A -50

A-50

A -50

A -50

NEW INFILL @ EXIST.

WINDOW OPENING WALL

THICKNESS TO MATCH

EXISTING ADJACENT WALL.

ALIGN AND MATCH FINISHES

ON BOTH SIDES.

FULL L ENGTH

A1.11

A-11

12'-3" +/-slope slo pe slope slopeslo pe slo pe

TYP

SIM

A-11

'-2

5'- 4"

10'-6 3/8"

'-4

6'-

2" 6'-

2"

'-0 3/

4"

13'-0 1/4"5'-7"12'-0"

10'-11"

'-9

9'-

3" 5'-

5'-

/2

2'-

5 1 /2"

5' min. clear

5' min. clear

1'-5"

10'-11"

1'1

1'- 1"

6'-0"

2'- 1"

1'-9" 6 1/4"

8"

8"

5'-7"

11'-9 3/8"

1'- 0"

7"

4'- 7"

4'- 7"

1'-2" 8" 5"

9" 5 1

/2"

EQ EQ

5'- 6"

'-9

1'-0"

1'- 0"

1'- 9 1

/4"

1'-0"

1'-0" 5'-6"

1'- 0"

5'- 3"

1'- 0"

5'- 6"

1'-0"5'-3"

7'-0"

4'- 3"

'-7

6'-0" 2'-0"

2'-

7'- 0"

1'- 3"

1'- 3"

'-9

2'-1"

'-0

7'-

2" 6'-

3" 9'-

2" 6'-

3" 7'-

2"

'-0

5'- 4"

5'-4"

2'- 3"

2'- 3"

9'- 0"

7'-6"

A

71 SF

STORAGE

-A 164A

108 SF

164A

PHARMACY HELP

-B 164A

-C 164A

A1.11

A-11 slo pe

B

B

5'- 4"

1'-1" 4'-0"

1'- 9"

5'-0" 4'-0"

4" 3'-

0" 1'-

8" 1'-

8" 3'-

0"

TYP

slope

LIM

IT

O F

W

OR

K

LIN

E

CO

NS

TR

UC

TI

ON

F

EN

CE

LI

NE

CO

OR

DI

NA

TE

T

O

MA

IN

TA

IN

AC

CE

SS

/E

XI

T

AT

E

AS

T W

IN

G

TYP

A-50

NEW INFILL WALL

MATCH EXISTING.

ALIGN AND MATCH

TEXTURE AND

FINISHES

1'-5"

2 1"=1'-0"

DETAIL AT INTERIOR COLUMN 3 1"=1'-0"

DETAIL AT PERIMETER COLUMN 4 1"=1'-0"

DETAIL AT COLUMN 5 1"=1'-0"

DETAIL AT COLUMN

7 1/2"7 1/2"

6"

8"

2'- 7 1

/2" 3"

5"

7 1/2"

6"

4 3 /8"

NEW METAL STUD WALL

SEE WALL TYPES

C L

O F

C O

LU

M

N T

O F.

O . S

TU

D

NEW STEEL COLUMN

SEE STRUCTURAL

FIRE PROTECTION PER

UL REQUIREMENT.

SEE SHEET A011

NEW 8" METAL STUD WALL

SEE WALL TYPES

NEW 8" METAL STUD WALL

SEE WALL TYPES

EXISTING EXTERIOR WALL:

METAL STUDS AND EXTERIOR

FINISH TO REMAIN

NEW INSULATION AND 58" GWB

FINISH AT INTERIOR

EXISTING STEEL COLUMN TO

REMAIN. MAINTAIN OR

PROVIDE FIREPROOFING PER

UL REQUIREMENTS. SEE

SHEET A011

NEW GWB ENCLOSURE WITH

1 5 /8" METAL STUD FRAMING

EXISTING STEEL COLUMN TO

REMAIN. MAINTAIN OR

PROVIDE FIREPROOFING PER

UL REQUIREMENTS. SEE

SHEET A011

EXISTING ROOF DRAIN AND

INSULATION TO REMAIN.

(OFFSET IN HEIGHT)

NEW METAL STUD WALL

SEE WALL TYPES

6 1/4" 1'-2"

NEW GWB ENCLOSURE WITH

1 5 /8" METAL STUD FRAMING

NEW HM FRAME FOR

RESTROOM DOOR. SEE DOOR

SCHEDULE

EXISTING EXTERIOR WALL:

METAL STUDS AND EXTERIOR

FINISH TO REMAIN WITH

NEW INSULATION AND 58" GWB

FINISH AT INTERIOR TYPICAL

9"

D D

E E

4890 west kennedy boulevard suite 930 tampa, fl 33609 voice 813-383-5500 fax 813-383-5515 schenkelshultz.com SS Lic No - AA-C000937

FLOOR PLAN

Permit Set Documents

0920805 July 15, 2009

VA Clinic Expansion & Community Pharmacy Citrus County Resource Center - C Wing 2804 W. Marc Knighton Court Lecanto, Florida 34461

Citrus County 3600 W. Sovereign Path Lecanto, Florida 34461

NK

KT

SCHENKELSHULTZ

A R C H I T E C T U R E comm. no.:

date:

checked:

drawn:

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY

THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SCHENKELSHULTZ AND WERE

CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE

SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL

BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY

PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SCHENKELSHULTZ.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE

DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE

DRAWINGS. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM

THE REQUIREMENT OF MEETING OR EXCEEDING THE PLANS AND SPECIFICATIONS .

CONFIDENTIAL COPYRIGHT 2006 SCHENKELSHULTZ. WARNING: REPRODUCTION

HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED

DISCLOSURE MAY CONSTITUTE A VIOLATION OF APPLICABLE STATE AND FEDERAL LAW.

THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR

BE THE SUBJECT OF PENDING PATENT APPLICATION.

K E

Y P

L A

N

C

B A

NORTH

NEW PLAN NOTES

NEW STUD WALL. SEE WALL TYPE LEGEND ON A-01

2. FIRE RPOOFING SPRAY PROTECTION:

• PROVIDE NEW FIREPROOFING SPRAY AT NEW COLUMNS AND BRACES TYPICAL.

• PROVIDE NEW FIREPROOFING SPRAY TO EXISTING COLUMNS AND STRUCTURE WHERE

ABSENT. PROVIDE PER UL DESIGN Y 733

3. MAINTAIN AND PROTECT GWB WRAP FIRE PROOFING TO EXISTING COLUMNS WHERE

POSSIBLE. iF REMOVED OR DAMAGED PROVIDE NEW FIREPROOFING SPRAY PER ABOVE.

NEW CONCRETE SLAB TO REPLACE EXISTING SLAB REMOVED FOR

STRUCTURAL OR SYSTEMS SEE MEP, STRUCTURAL.

NOTE: EXTENT SHOWN FOR REMOVAL AND REPLACEMENT CONCRETE

SLAB IS PER INFORMATION AVAILABLE. ACTUAL EXTENT MAY VARY.

CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DETERMINE AREA OF

CONC. REMOVAL FOR REQUIRED CONNECTION

1. PROVIDE BATT INSULATION AT ALL NEW INTERIOR WALLS TYPICAL UNO.

REMOVE EXTSTING GWB FINISH WHERE EXISTS AT INTERIOR

OF PERIMETER WALL. EXISTING METAL STUDS TO REMAIN.

INSTALL NEW BATT INSULATION MIN. R20. INSTALL NEW 58" GWB

FINISH PER SPEC.

REMOVE AND RELOCATE ROOF DOWNLEADER. PROVIDE NEW

CONNECTIONS. NEW CHASE WALL ENCLOSURE.

REMOVE EXISTING PLAM WINDOW SILL. PROVIDE

NEW WINDOW MARBLE WINDO SILLS TYPICAL AT ALL

EXISTING WINDOWS. SEE DETAIL7/A-60

NEW STEEL TUBE COLUMNS FOR OPERABLE WALL TRACK

SUPPORT. SEE 6/A-60

SEE STRUCTURAL

NEW EXTERIOR CONCRETE SLAB ON GRADE / COMPACTED FILL

SLOPE AWAY FROM STRUCTURE TYPICAL. SLOPE AS SHOWN.

PROVIDE FIRE CAULKING AT ALL PENETRATIONS AT ONE HOUR

RATED WALL PER UL REQUIREMENTS. PROVIDE FIRE DAMPERS

AT PENETRATING MECHANICAL DUCTS. SEE MECHANICAL

H.C. PUSH BUTTON FOR DOOR OPERATION. SEE ELECTRICAL06

PAINT ALL EXTERIOR COLUMNS WITHIN SCOPE OF WORK.

COLOR TO MATCH EXISTING COLUMNS

1 1/8" = 1'-0"

REFLECTED CEILING PLAN

NO WORK

IN SHADED AREA

NORTH

NEW CANOPY

C D E F GBA

E.5

OFFICE

OFFICE

HEALTH TECH

OFFICE

WOMEN

MEN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

133A

JAN.

STORAGE

OFFICE

IRM

ROOM

INTERVIEW

OFFICE

MEN

WOMEN

MAS/ RECEPTION

OFFICE

IDP

TOILET

UNISEX

TOILET

STAFF

PHARMACY

LOBBY

HALLWAY

HALLWAY

OFFICE

PHARMACIST

LOBBY

VESTIBULE

EXISTING CANOPY

EXISTING CANOPY

EXISTING CANOPY

EXISTING

CANOPY

EXISTING CANOPY

WET COLUMN

LINE OF EXISTING COPPER

ROOF AT ENTRY.

NEW CANOPY ABOVE

EXISTING ROOF SHOWN FOR

CLARITY. SEE CANOPY

SECTIONS

NO WORK THIS AREA

6'-0" 2'-0" 1'- 3"

7'- 0"

1'- 3"

3.5

1.5

1'-0"

5'-6"

1'- 0"

5'- 3"

1'- 0"

5'- 6"

1'-0"

5'-3"

4'- 0"

4'-0"

A-60

A-60

PROJECTOR SCREEN

SEE EQUIPMENT PLAN

7'-6"

5'-6

2'-3

2'-3

10"

A-609A

7'- 2"

GUTTER BEAM

WET COLUMN

NEW ALUM CANOPY

WITH TALLER MIDDEL

BAY. SEE SECTIONS

GUTTER BEAM

GUTTER BEAM

TY

P

AT

E

ND

B

AY

S

2"

A-20

5/8" GYPSUM BOARD

PAINTED

3-5/8" METAL STUDS @ 16" O.C.

BRACE TO STRUCTURE ABOVE @

16" O.C.

2"

5/8" GYP. BD., PAINT.

TYPE AND HEIGHT A.F.F.,

SEE R.C.P. FOR CEILING

U.N.O.

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

SOFFIT DETAIL

2A 1 1/2" = 1'-0"

BULKHEAD

CEILING PLAN

SEE REFLECTED

CEILING PLAN

SEE REFLECTED

TYP.

4 7/8"

CEILING PLAN

SEE REFLECTED

6" MTL. STUDS @ 24"

O.C., BRACE @ 48" O.C.

TO STRUCTURE ABOVE

4" 4"

CONT. 3 5/8"

CHANNEL FRAMING

TOP OF FLOOR FINISH

TOP OF FLOOR SLAB

5/8" GYPSUM BOARD

BULKHEAD

TRACK SYSTEM

OPERABLE WALL

WRAP…