ARCHITECTURAL DRAWINGS

EQUIPMENT PLATFORM PLAN AND INTERIOR ELEVATIONS

A1

A2

A3

INDEX OF DRAWINGS

#

A/C

ACOUST

ADA

ADJ

AFF

ACCU

AHU

ALI

ALUM

ANG

A-R

BD

BLDG

BM

BRG

CAB

CCTV

CER

CFS

CJ

CL

CLG

CMU

COL

CONC

CONT

CORR

CR

CTR

CTRL

CUST

DBL

DET

DIA

DR

EA

EIFS

EJ

ELECT

ELEV

ENL

EQ

EQ

EW

EWC

EXP

EXT

FE

FEC

FIN

FL

FLR

FND

FNV

FOUND

FTG

FUT

FV

GALV

GSF

GYP

GWB

HC

HM

HOR

HORIZ

HT

HVAC

HWH

IJ

INST

INSUL

INT

JST

JT

LAM

LEN

LVR

LYR

MATL

MAX

MECH

MEZZ

MICR

MIN

M-R

MTL

NIC

NSF

N.T.S.

OA

OC

OP/CI

OUTS

PERIM

PLYWD

PKT

PLAS

PNL

PR

PRE-ENG

PREFIN

PROJ

PT

PTD

PWC

PWR

R

RAD

REF

REFL

REINF

REM

REV

RM

ROT

SCHED

SCR

SECT

SF

SF

SGL

SH

SHT

SHTG

SIM

S.O.G.

SPEC

SPKR

SQ.FT

SS

STL

STOR

STRUCT

SUSP

SYN

T & B

TECH

TELE

TEMP

T.O.BM.

T.O.S.

TPH

TV

TYP

UNO

VAR

VER

VERT

VEST

W/

W/D

WH

WID

WIN

POUND

AIR CONDITIONING

ACOUSTICAL

AMERICANS WITH DISABILITIES ACT

ADJUSTABLE

ABOVE FINISHED FLOOR

AIR CONDITIONER CONDENSING UNIT

AIR HANDLING UNIT

ALIGN

ALUMINUM

ANGLE

ABUSE-RESISTANT

BOARD

BUILDING

BEAM

BEARING

CABINET

CLOSED-CIRCUIT TV

CERAMIC

CLEAR FLOOR SPACE

CONTROL JOINT

CENTERLINE

CEILING

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CORRIDOR

COLD-ROLLED

CENTER

CONTROL

CUSTODIAN

DOUBLE

DETAIL

DIAMETER

DOOR

EACH

EXTERIOR INSULATION AND FINISH SYSTEM

EXPANSION JOINT

ELECTRICAL

ELEVATION

ENLARGED

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXPANSION

EXTERIOR

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED

FLOOR

FLOOR

FEMININE NAPKIN DISPOSAL

FEMININE NAPKIN VENDOR

FOUNDATION

FOOTING

FUTURE

FIELD VERIFY

GALVANIZED

GROSS SQUARE FEET

GYPSUM

GYPSUM WALL BOARD

HANDICAPPED (EQUIVALENT TO A.D.A.)

HOLLOW METAL

HORIZONTAL

HORIZONTAL

HEIGHT

HEATING, VENTILATING AND AIR CONDITIONING

HOT WATER HEATER

ISOLATION JOINT

INSTALL

INSULATION

INTERIOR

JOIST

JOINT

LAMINATE

LENGTH

LOUVER

LAYER

MATERIAL

MAXIMUM

MECHANICAL

MEZZANINE

MICROWAVE

MINIMUM

MOISTURE-RESISTANT

METAL

NOT IN CONTRACT

NET SQUARE FEET

NOT TO SCALE

OVERALL

ON CENTER

OWNER-PROVIDED/CONTRACTOR-INSTALLED

OUTSIDE

PERIMETER

PLYWOOD

POCKET

PLASTIC

PANEL

PAIR

PRE-ENGINEERED

PREFINISHED

PROJECTION

PRESSURE-TREATED

PAPER TOWEL DISPENSER

PAPER WASTE RECEPTACLE

POWER

RADIUS

RADIUS

REFRIGERATOR

REFLECTED

REINFORCING

REMOVE

REVERSED

ROOM

ROTATED

SCHEDULE

SCREEN

SECTION

SQUARE FEET

STOREFRONT

SINGLE

SHELVES

SHEET

SHEATHING

SIMILAR

SLAB ON GRADE

SPECIAL

SPEAKER

SQUARE FEET

STAINLESS STEEL

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYNTHETIC

TOP AND BOTTOM

TECHNICAL

TELEPHONE

TEMPERED

TOP OF BEAM

TOP OF STEEL

TOILET PAPER HOLDER

TELEVISION

TYPICAL

UNLESS NOTED OTHERWISE

VARIES

VERIFY

VERTICAL

VESTIBULE

WITH

WASHER/DRYER (STACKED)

WATER HEATER

WIDTH

WINDOW

COMMON ABBREVIATIONS

DISHWASHERDW

WD WOOD

ARCHITECTURAL LEGEND

ROOM NAME

ROOM NUMBER

100

A

A

1

1

A

1

A2

1

A2

1

A2

DOOR NUMBER

WINDOW NUMBER

LOUVER NUMBER

COLUMN GRID NUMBERS

BUILDING SECTION

WALL SECTION

1

A2

ENLARGED PLAN AREA

INTERIOR ELEVATION

NORTH ARROWS

RECESSED FIRE EXTINGUISHER

CABINET (F.E.C.)

ELECTRICAL PANEL

CONCRETE

BRICK

STEEL

GLASS

WOOD - FINISH CARPENTRY

WOOD - ROUGH CARPENTRY

EARTH

STUCCO

INSULATION - RIGID

INSULATION - BATT

PLYWOOD

CERAMIC TILE

FIBERGLASS-REINFORCED PANELFRP

BEJ BRICK EXPANSION JOINT

WALL PANEL EXPANSION JOINTWPEJ

OWNER-PROVIDED/OWNER-INSTALLEDOP/OI

SECTION LEGEND

LOCATION MAP

SAMPLE

ROOM NAME

1

MAIN FLOOR PLAN

COVER SHEET, ARCHITECTURAL LEGEND, & VICINITY MAP

100

CANOPY PLAN

00

EXTERIOR ELEVATIONS - WEST AND SOUTHA4

LSP1 LIFE SAFETY PLAN - MAIN FLOOR

PLUMBING DRAWINGS

P3

P4 PLUMBING WATER PLAN

PLUMBING LEGEND AND GENERAL NOTES

PLUMBING SANITARY PLAN

P1

P2 PLUMBING SCHEDULES

MECHANICAL DRAWINGS

M3

MECHANICAL LEGEND

MECHANICAL SCHEDULES

M1

M2 MECHANICAL PROJECT NOTES

ELECTRICAL DRAWINGS

E-3

E-4 POWER PLAN

ELECTRICAL LEGEND AND GENERAL NOTES

LIGHTING PLAN

E-1

E-2 ELECTRICAL SITE PLAN

EXTERIOR ELEVATIONS - EAST AND NORTHA5

BUILDING SECTIONS - A THRU DA6

BUILDING SECTIONS - E THRU JA7

IN UPPER PORTION OF ATTIC:

REQUIRED:

TO BE FIRE RATED:

CONSTRUCTION TYPE:

NUMBER OF ADA SPACES:

PARKING PROVIDED:

PARKING REQUIRED PER ZONING:

BUILDING USE CLASSIFICATION:

SITE INFORMATION

BASIC PROJECT INFORMATION

BUILDING CODE SUMMARY

END ZONE:

INTERIOR ZONE:

COMPONENTS AND CLADDING:

INTERNAL PRESSURE COEFFICIENT:

WIND EXPOSURE:

WIND IMPORTANCE FACTOR:

BUILDING IMPORTANCE CATEGORY:

WIND SPEED (FASTEST MILE) (V ):

BASIC WIND SPEED (3-SEC GUST) (V ):

CHAPTER 16 - STRUCTURAL DESIGN

PERCENTAGE OF FREE AREA

VENTILATED AREA PROVIDED:

VENTILATED AREA REQUIRED:

ATTIC AREA:

CHAPTER 12 - INTERIOR ENVIRONMENT

CORRIDOR RATING:

CHAPTER 10 - MEANS OF EGRESS

SIDES

REAR

FRONT

PROPERTY SETBACKS:

LOT ZONING DESIGNATION:

PROPERTY CITY/STATE

PROPERTY SUBDIVISION:

PROPERTY LOT NUMBER

PROPERTY OWNER:

NUMBER OF FIRE AREAS:

TYPE OF FIRE ALARM SYSTEM:

FIRE ALARM SYSTEM REQUIRED:

TYPE OF SPRINKLER SYSTEM:

CHAPTER 9 - FIRE PROTECTION SYSTEMS

FLAME SPREAD CLASS:

CHAPTER 8 - INTERIOR FINISHES

HAZARDOUS MATERIAL BARRIERS

SMOKE BARRIERS REQUIRED:

TENANT SEPARATION REQUIRED:

SHAFT ENCLOSURES:

FIRE BARRIER REQUIRED:

EXTERIOR WALLS REQUIRED

MORE THAN ONE BUILDING ON

NUMBER OF SMOKE COMPARTMENTS:

TYPE OF STAGE:

FLOOR AREA INCREASE %:

FLORIDA BUILDING CODE,

CHAPTER 7 - FIRE RESISTANCE-RATED CONSTRUCTION

% OF FLOOR AREA BELOW GRADE:

CHAPTER 6 - TYPE OF CONSTRUCTION

PROVIDED:ALLOWABLE:

TOTAL BUILDING SQ. FT:

MEZZANINE AREA:

NO. OF STORIES:

BUILDING HEIGHT:

CHAPTER 5 - BUILDING HEIGHT AND AREA

SPECIAL TYPE:

CHAPTER 4 - SPECIAL OCCUPANCY REQUIREMENTS

(MIXED OCCUPANCY, IF PRESENT, SHALL BE SHOWN ON PLANS)

OCCUPANCY CLASSIFICATION:

PROPERTY STREET ADDRESS:

PROPERTY COUNTY:

CHAPTER 3 - OCCUPANCY CLASSIFICATION

NUMBER OF EXITS:

OCCUPANCY LOAD:

EGRESS WIDTH:

HORIZONTAL EXITS REQUIRED:

FLORIDA ACCESSABILITY CODE

FLORIDA FIRE PREVENTION CODE

LIFE SAFETY CODE

SAME LOT:

VERTICAL ACCESSIBILITY REQUIRED:

ACCESSIBLE DRINKING FOUNTAIN:

ACCESSIBLE RESTROOM(S):

ACCESSIBLE MEANS OF EGRESS:

ACCESSIBLE ENTRANCE:

PERCENTAGE OF ALTERATION TO TOTAL:

CONSTRUCTION:

ADDITION, ALTERATION, OR NEW

CHAPTER 11 - ACCESSIBILITY

VALLENCOURT CONSTRUCTION COMPANY

115 NORTH ORANGE AVE.

GREEN COVE SPRINGS, FLORIDA

CLAY COUNTY

SEE CIVIL DRAWINGS

BUSINESS

2014

2014

2014

NFPA 101

BUSINESS

N/A

29' TO RIDGE LINE SINGLE STORY WITH MECH. LOFT

ONE STORY ONE STORY

9800 SQ FT

100%

MECHANICAL PLATFORM

NONE

TYPE -III B AUTOMATIC SPRINKLER

NO

NO

NO

NOT REQUIRED

NOT REQUIRED

NO

NONE

CLASS A AND B FINISHES

AUTOMATIC WET SYSTEM

YES

AUTOMATIC WITH MANUAL PULL STATIONS

ONE

100

36" MINIMUM

CORRIDOR NOT REQUIRED TO BE RATED

FOUR EXITS

TWO REQUIRED

NEW CONSTRUCTION

YES

YES

YES

YES

NONE REQUIRED

ENCLOSED ATTIC

SEALED ATTIC

SEE STRUCTURAL DRAWINGS

WALL SECTIONS - 1 THRU 5A8

WALL SECTIONS - 6 THRU 10A9

WALL SECTION 11 AND WALL TYPEA10

A11 SCHEDULE AND DETAILS

STRUCTURAL DRAWINGS

ROOF FRAMING PLAN

S3

S4

LOFT FLOOR FRAMING PLAN

FOUNDATION PLAN

STRUCTURAL WOOD BEARING WALL PLAN

S1

S2

E-5

E-6 ELECTRICAL SCHEDULES

ELECTRICAL PLANS-LOFT

A12

S5

DOOR AND WINDOW DETAILS

A13 REFLECTED CEILING PLAN

LSP2 LIFE SAFETY PLAN - EQUIPMENT PLATFORM

STRUCTURAL DETAILS

S6 STRUCTURAL DETAILS

P5 PLUMBING DETAILS

P6 PLUMBING DETAILS

P7 PLUMBING DETAILS

M4 MECHANICAL SCHEDULES

M5 MECHANICAL PLAN

M6 MECHANICAL PLAN-LOFT

M7 MECHANICAL DETAILS

SPRINKLER AND FIRE ALARM DRAWINGS

FS-2

FA-1 FIRE ALARM NOTES AND DESIGN CRITERIA

COVER SHEET

AREA HAZARD CLASSIFICATIONS PLAN

FP-1

FS-1 FIRE PROTECTION SITE PLAN AND DESIGN CRITERIA

FA-2 FIRE ALARM FLOOR PLAN

E-7 POWER RISER DIAGRAM

E-8 ELECTRICAL DETAILS

E-9 ELECTRICAL DETAILS

CIVIL AND LANDSCAPE DRAWINGS

REFER TO DRAWINGS BY ALLYN C. TIDBALL, P.E.

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS/SCM

SCM

00

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

115 N ORANGE AVENUE

MAIN FLOOR LIFE SAFETY PLAN3/16"= 1'-0"

SELF-ILLUMINATED EMERGENCY

EXIT SIGNS AS LOCATED

LIFE SAFETY DESIGN FEATURES

FIRE ALARM PROVIDED

FIRE EXTINGUISHERS AT 75' MAX SPACING

1.

2.

4.

INTERIOR

WOOD STUDS W/ 58" GYP BD

WALL MATERIAL

EXTERIOR

CMU WALLS

FE FIRE EXTINGUISHER

ARROWS REPRESENT CHEVRONS

SHADING REPRESENTS LIT FACE

DISTANCE

LONGEST EXIT

SYMBOL LEGEND

EMERGENCY EXIT SIGN

EMERGENCY LIGHT

COMBINATION:

EMERGENCY EXIT SIGN/EXIT LIGHT

NOTE:SEE ELECT LIGHTING PLAN FOR

EMERGENCY CEILING LIGHTS AND

THEIR LOCATIONS.

1-HOUR RATED

STORAGE UNDER

STAIRS

FE

FE

FE

141'

146

CORRIDOR

100

COVERED

ENTRY115

COVERED

ENTRY

AUTOMATIC WET PIPE FIRE PROTECTION 3.

114A

LOBBY111

NEW HIRE

OFFICE

108

GABE

OFFICE

105

ADAM

OFFICE

101

STAFF

ENTRY

102

CONFERENCE

103

OPEN OFFICE

104

CHAIR AND

TABLE

STORAGE

118

DOUG

OFFICE119

MATT

OFFICE

116

BRAD

OFFICE

121

STEVEN

OFFICE

122

MARIA

OFFICE

128

STORAGE

107

KITCHEN

142

OPEN

OFFICE

143

OPEN OFFICE

140

COPY

127

COPY

144

MARCUS

OFFICE

147

STAN

OFFICE

145

PRIV.

TOILET

148

PRIV.

TOILET

149

FRANK

OFFICE150

EXEC. SEC.

OFFICE

151

MIKE AND KATHY

OFFICE

152

DANIEL

OFFICE

154

MIKE

OFFICE

123

BEVERLY

OFFICE

124

COLLEEN

OFFICE

125

SANDY

OFFICE

120

CORR.130

STOR.

1-HOUR

RATED

117

PLOTTERS

113

WOMEN H.C.

110

MEN

H.C.

136

WOMEN H.C.

141

CORR.

112

VEST.

109

VEST.

139

MEN

H.C.

106

CORRIDOR

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

LSP1

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

AHU-3

AHU-2

AHU-4

AHU-1

DS-1

EQUIPMENT PLATFORM LIFE SAFETY PLAN3/16"= 1'-0"

SELF-ILLUMINATED EMERGENCY

EXIT SIGNS AS LOCATED

LIFE SAFETY DESIGN FEATURES

FIRE ALARM PROVIDED

FIRE EXTINGUISHERS AT 75' MAX SPACING

1.

2.

4.

INTERIOR

WOOD STUDS W/ 58" GYP BD

WALL MATERIAL

EXTERIOR

CMU WALLS

FE FIRE EXTINGUISHER

ARROWS REPRESENT CHEVRONS

SHADING REPRESENTS LIT FACE

DISTANCE

LONGEST EXIT

SYMBOL LEGEND

EMERGENCY EXIT SIGN

EMERGENCY LIGHT

COMBINATION:

EMERGENCY EXIT SIGN/EXIT LIGHT

NOTE:SEE ELECT LIGHTING PLAN FOR

EMERGENCY CEILING LIGHTS AND

THEIR LOCATIONS.

AUTOMATIC WET PIPE FIRE PROTECTION 3.

200

EQUIPMENT

PLATFORM

201

ELECT./

DATA

132

STAIRS

FE

142' TO EXIT

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

LSP2

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

144

MARCUS

OFFICE

15

14

19'-0"

141

CORR.

142

OFFICE

12

5

140

COPY

138

OFFICE

137

OFFICE

135

OFFICE

134

JANITOR

133

OFFICE

129

OFFICE

127

COPY

200

EQUIPMENT

PLATFORM

10'-11

"

2'-6"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB FLOOR TRUSSES

(SEE STRUCT. DWGS.)

34" PLYWD. T&G DECK

6"

10'-11

"

1'-6

3 4"

8'-0"

CBUILDING SECTION3/16"= 1'-0"

D

A6

E

A7

25'-2"

1'-6"1'-6"

17'-6" 9'-6" 9'-6"

8'-0"

9'-6"

28'-6"

8'-0"

8'-0"

8'-0"

8'-0"

CANOPY PLAN3/16"= 1'-0"

7'-3"

1'-11"

10'-8"

9'-0"

11'-0"

1'-6

"

8'-10"

5

12

CANOPY NOTES:

CUSTOM ALUMINUM PAVILLION BUILDING

PERFECTION ARCHITECTURAL SYSTEMS,INC.

SUMBIT SHOP DRAWINGS AND STRUCTURAL

UPLIFT DESIGN FOR VERIFICATION OF

FOOTING SIZES AND STEEL REINFORCEMENT

FOR THE FOUNDATION.

FUTURE SUMMER KITCHEN BY OTHERS

4", 3,000 PSI CONCRETE SLAB WITH

6x6X10/10 W.W.F. TO BE POURED

MONOLITHICALLY WITH 3'X3'X3'

COLUMN PADS.

3'-0"

3'-0"

9'-0"

CANOPY SECTION3/16"= 1'-0"

9"

9"

17'-6"9"9"

9"

9"

4'-9" 8'-0" 4'-9"9"9"

9'-6"

9'-6"

9"

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS/SCM

SCM

A1

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

STAIR

S

UP

145'-438"

3'-4" 112'-0"30'-0

38

"

12'-0" 25'-8" 14'-4" 14'-8" 14'-4" 25'-8" 12'-0"

85'-4"

41'-4

"40'-8"

3'-4"

145'-438"

3'-4"111'-4

38

"30'-8"

12'-0"102'-8

38"

74'-8"

3'-4"

3'-4"

81'-4

"

12'-0"

57'-4"

12'-0"

4'-8"

6'-0"

M.O

.

7'-4"

6'-0"

M.O

.6'-8"

6'-0"

M.O

.4'-8"

3'-0"

6'-0"

M.O. 3'-0"

3'-0"

6'-0"

M.O

.3'-0"

3'-0"

6'-0"

M.O

.3'-0"

3'-0"

6'-0"

M.O. 3'-0" 3'-0"

6'-0"

M.O.3'-0"1'-4"

6'-0"

M.O.

6'-0"

M.O.

6'-0"

M.O.

6'-0"

M.O.1'-4"

8'-8"3'-8"8'-8" 3'-8" 5'-0"

6'-0"

M.O. 3'-4" 5'-0"

6'-0"

M.O.3'-4"4'-4"

6'-0"

M.O.4'-4"

2.53.4 0.6

H

43'-0" 16'-8"33'-0

78

" 9'-1112"

5'-4"

6'-0"

M.O.8'-0"

6'-0"

M.O.5'-4"

4'-8"

6'-0"

M.O

.

6'-0"

M.O

.

6'-0"

M.O

.

6'-0"

M.O

.

6'-0"

M.O

.

1'-4

"

4'-0"

4'-8"

4'-0"

4"

10'-918"

5'-5"7'-2

14"

9'-4"9'-5"9'-4"5'-10"9'-2"5'-1"12'-4

38"

4"

5'-5"10'-5"

4'-1"

7'-8"17'-0"9'-1"12'-7"5'-1"

518

"

10'-4"

4'-0"

6'-4"

M.O

.

6'-4"

M.O

.3'-4"

4'-0"

3'-4"

M.O

.2'-8"

7'-4"

74'-8"

4"

13'-03 8"

1'-4

"25'-0

3 8"

4"

4"1'-0"26'-8

34"1'-0"

4"

4"

30'-038

"11'-358

"

13'-8"

4'-0"

EQ. EQ.

2'-8"

6'-0"

M.O

.

6'-0"

M.O

.10

'-8"

2'-0"

1'-4

"

32'-0"

12'-0"

3'-0"

6'-0"

M.O

.3'-0"

2'-8"

2'-4"

2'-8"

3'-4"

2'-8"

85 8"

8'-1"

10'-0"

2"

2'-0"

4"

8'-3

3 8"

8'-1"

8'-1"

4"

10'-4"

10'-10

5 8"

10'-8"

5'-1"

5'-4"

3'-4"

M.O.

6'-0"

M.O.4'-0" 5'-4" 4'-8" 4'-8"

6'-0"

M.O.

6'-0"

M.O.

12'-0"

M.O. 5'-4"5'-4"4'-8"

6'-0"

M.O.

6'-0"

M.O.

6'-8"

M.O.

6'-0"

M.O. 4'-0"

1'-438

"

MAIN FLOOR PLAN3/16"= 1'-0" SQ. FT.9,978

AA

CCCCCC

B

A

A

A

B

CC

C

B

C

CC

B

C

C

B

B

C

C

C

C

B

102

B

102

A

101

103

104

105108111114

114

A

116118119

121

122

123

124

125

117

A

113 110

142

139136

117

B

132130

128

B

129 133 134 135 137 138

144

148

145

147

149

150151

152

154

153

155

120

FEEEE

E

E

F

F

E

E

F

E

F F EF

EEEE

114A

LOBBY

114

RECEPT.

111

NEW HIRE

OFFICE

108

GABE

OFFICE

105

ADAM

OFFICE

101

STAFF

ENTRY

102

CONFERENCE

103

OPEN OFFICE

104

CHAIR AND

TABLE

STORAGE

106

CORRIDOR

118

DOUG

OFFICE119

MATT

OFFICE

116

BRAD

OFFICE

121

STEVEN

OFFICE

122

MARIA

OFFICE

120

CORR.

128

STORAGE130

STOR.

1-HOUR

RATED

132

STAIRS

117

PLOTTERS

113

WOMEN H.C.

110

MEN

H.C.

136

WOMEN H.C.

107

KITCHEN

141

CORR.

142

OPEN

OFFICE

143

TOILET

140

COPY

138

SAFETY

OFFICE

137

SUPT.

OFFICE

135

OPEN

OFFICE

134

JANITOR133

WILLIAM

OFFICE

129

OPEN

OFFICE

127

COPY

126

CORRIDOR

146

CORRIDOR

144

MARCUS

OFFICE

147

STAN

OFFICE

145

PRIV.

TOILET

148

PRIV.

TOILET149

FRANK

OFFICE

150

EXEC. SEC.

OFFICE

151

MIKE AND KATHY

OFFICE

152

DANIEL

OFFICE

154

MIKE

OFFICE

155

PRIVATE

TOILET

153

PRIVATE

TOILET

100

COVERED

ENTRY

115

COVERED

ENTRY

13

12

25

F.E.C.

25

F.E.C.

25

F.E.C.

45

18

18

7

66

7

776

6

22

21

21

22

22

21

21

22

HATCHED AREA

INDICATED LOFT

ABOVE

6" STUDS

6"

STUD

S

6"

STUD

S

6" STUDS

6" STUDS

6" STUDS

6"

STUD

S

6"

STUD

S

6"

STUD

S

6" STUDS 6" STUDS

6" STUDS 6" STUDS

6" STUDS 6" STUDS

6" STUDS

6" STUDS

6" STUDS

6" STUDS

6" STUDS

6" STUDS

6"

STUD

S

6"

STUD

S

6"

STUD

S

2"

6"

STUD

S

A

A6

A

A6

C

A6

B

A6

B

A6

J

A7

J

A7

J

A7

E

A7

E

A7

F

A7

D

A6

D

A6

G

A7

G

A7

H

A7

D

6" STUDS

G

A7

6

A7

NOTES:

1. INTERIOR BEARING WALLS

SHALL BE 2X6 WOOD

STUD FRAMING AT 16"

O.C.NON-LOADBEARING

WALLS SHALL BE 2X WOOD

OR 358" 20 GA. MTL.

STUDS AT 16" O.C.

2. ALL INTERIOR WALLS

SHALL HAVE SOUND

BATTS INSUL. UNLESS

NOTED OTHERWISE

(MATCH STUD THICKNESS).

11

18" DEEP

MICRO.

SHELF

DW

COMP.

(6) 24"

DEEP A

DJ. SHELVES (TYP.)

4'-7"

112

VEST.

4'-714"

109

VEST.

128

A

8'-0"

3

2

1

2'-4"

2'-4"

2'-6"1'

-0"

5'-10"

7'-1"

7'-7"

3

2

1

2'-4"

2'-4"

2'-6"1'

-0"

5'-10"

3

2

1

2'-4"

2'-4"

2'-6"1'

-0"

5'-10"

3

2

1

2'-4"

1'-0

"

5'-10"

3

2

1

2'-4"

2'-4"

2'-6"1'

-0"

5'-10"

1415

E

123

BEVERLY

OFFICE

124

COLLEEN

OFFICE

125

SANDY

OFFICE

31

30

31 31

30

31

30

31

30

10

15

14

14

15

6"

STUD

S

6"

STUD

S

23

6" STUDS

6"

STUD

S

6"

STUD

S

2'-8"

2'-4"

23

6"

STUD

S

1920

2'-4"

2'-4"

2'-4"

4'-6"

4'-6"

4'-6"

4'-6"

DOWNSPOUT

(TYP.)

5'-0"

3'-3"

5'-0"3'-3"

REV.

REV.

REV.

REV.

23

81 2"

4"

C

1'-4

"

1'-4"

9A9B

6'-1" 1'-0"

139

MEN

H.C.

WALL MOUNTED

TV (BLOCKING

AS REQ'D.)

WALL MOUNTED

TV (BLOCKING

AS REQ'D.)

WALL MTD. TV

(BLOCKING AS

REQ'D.)

6'-6"

6'-6"

WALL MOUNTED

TV (BLOCKING AS

REQ'D.)

1'-0

"

1'-0"

KIP PLOTTER

COLOR PLOTTER

6"

STUD

S

URINAL

URINAL8

8

2'-0"

4'-11

"

DISPOSAL

E

7'-2"

D

146

3'-4"

E

23

23

141

6"

STUD

S

12'-438

"4"

10'-33 8"

4"

14'-43 8"

5'-1"

14'-8"

5'-1"

12'-1"

5'-1"

7'-3"

2'-3"

2'-3"

4"

6" STUDS

6" STUDS6" STUDS6" STUDS6" STUDS

6" STUDS6" STUDS

20'-4"

6" STUDS6" STUDS6" STUDS6" STUDS6" STUDS6" STUDS

5'-1"

16'-4

3 8"

4"

4'-038

" 8'-538

" 4"14'-114"

14'-8"12'-0

34"

14'-8"14'-1

14"4'-0

38

"

11'-8"8'-6

34" 2"

11'-8"10'-8

58

"17'-2"11'-0"11'-0"11'-0"5'-1"

12'-438

"4"

6" STUDS

6" STUDS 6" STUDS

4'-9"

H

3'-0"

9'-13 8

"

G

4'-0"4'-1"3'-2"

143

6

7REV.

6" STUDS

5'-1"

7'-9"

17'-03 8"

16'-4

3 8"

8'-33 8"

2'-4"

2'-4"

COMPANY

"HISTORY WALL"

1'-0

"

1'-0"

1'-0

"

1'-0"

(6) 24"

DEEP A

DJ. SHELVES (TYP.)

18'-11"

3031

31

30

SIM.

6"

STUD

S

6'-9"

3'-0"

2'-6"

7'-8"11'-10"

3'-6"

9'-53 8"

3'-6"

5'-0"

4'-838"

6'-0"

M.O. 8'-0"

6'-0"

M.O. 5'-4"

A

7'-8"

6'-7

1 2"

C

A6

1

A8

2

A8

1

A8

2

A8

3

A8

4

A8

4

A8

4

A8

5

A8

1

A8

2

A8

1

A8

2

A8

1

A8

2

A8

1

A8

2

A8

7

A96

A9

8

A9

7

A9

8

A9

10

A9

9

A9

9

A9

11

A19

2'-4"

2'-6"

4'-6"

103

AJ

1'-2

"8"

8" 1'-2"

6

A9

8"

1'-2"

5" TYP.FIRE RISER

1'-4

"

1'-4"

1'-4

"

1'-4"

1'-4

"

1'-4"

FLOOR

OUTLET

OPERABLE

PARTITION

FLOOR

OUTLET

FLOOR

OUTLET

FLOOR

OUTLET

FLOOR

OUTLETFLOOR

OUTLET

FLOOR

OUTLET

FLOOR

OUTLET

6" FIRE

RISER

16'-638"

156

8'-8

"

156

STOR.

SIM.

(6) 24"

SH.

SIM.

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS/SCM

SCM

A2

NOT FOR CONST.

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

STAIR

S

DN

EQUIPMENT PLATFORM PLAN3/16"= 1'-0"

9'-1" 32'-11"

31'-1

0"

50'-0"

12'-8

"19

'-2

"

200

EQUIPMENT

PLATFORM

D

A6

D

A6

E

A7

E

A7

C

A6C

A6

200

14'-8

"4

'-6

"

LANDING

26

F.E.

201

201

ELECT./

DATA

8'-0"

6"

STUD

S

6"

STUD

S

4'-718"

6"

STUD

S

6"

STUD

S

6" STUDS

6" STUDS

AHU-3

AHU-2

AHU-4

AHU-1

DS-1

30x4

0 3/4" REMOVABLE

PLYWD. ATTIC ACCESS

PANEL

132

STAIRS

30x4

0 3/4" REMOVABLE

PLYWD. ATTIC ACCESS

PANEL

30x4

0 3/4" REMOVABLE

PLYWD. ATTIC ACCESS

PANEL

30x4

0 3/4" REMOVABLE

PLYWD. ATTIC ACCESS

PANEL

PLASTIC LAM. FINISH

ON MODESTY SCREEN

(CONT. WALL-TO- WALL)

OPEN

2'-6" DEEP

COUNTER

NOTE:

INSTALL 3" DIA.

GROMMETS AT OWNER

APPROVED LOCATIONS

RADIUS

COUNTER

END

1 OFFICE1/4"= 1'-0"105

108

116 119

118

2'-6

" SEE PLAN

2'-6

"2

'-0

"2

'-6

"

KNEE SPACE

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

PLASTIC LAM.

FINISH ON

MODESTY

SCREEN

2'-6"2'-4" EQ.EQ.

2'-6" 2'-6"

ADJ. SH.

(TYP.)

2 OFFICE1/4"= 1'-0"105

2'-6

"

1'-0"

2'-6

"2

'-0

"

2'-4"VERIFY

KNEE

SPACE

SPACER B18

FILE

B18

FILE

3 OFFICE1/4"= 1'-0"105

16" DEEP

MIRCO

SHELVES

W/ RADIUS

CORNERS

2'-10

"2

'-0

"3

'-0

"

B30

REF

3'-038"

4 KITCHEN1/4"= 1'-0"107

SPACER

SPACER

SPACER

2'-10

"2

'-0

"3

'-0

"

SPACER

B24HCSB362'-0"

DW

B24

CO

MP.

1'-3"1'-6"

SLIDE-OUT TRASH

CABINET (FULL

EXTENSION GLIDES)

1'-6"

5 KITCHEN1/4"= 1'-0"107

3'-6"

2'-10

"

1'-7

"

TPH8"

1'-0"

GRAB BAR

TYPE-2

PROTECTIVE

ENCLOSURE

TRUEBRO "LAV

SHIELD"

3'-0"

2'-10

"

6"

CLEAR

1'-6"FACE OF

WALL

FINISH

SD

3'-6"

GRAB BAR

TYPE-1

3'-6

"

NOTE:

FLUSH CONTROLS

TO OPEN SIDE OF

WATER CLOSET

2'-0"x3'-0"

TILT MIRROR

3'-3

"

LIGHT FIXTURE

(SEE ELECT.)

(7'-6" A.F.F.)

7 6

6 RESTROOMS1/4"= 1'-0"110

136 113

139

REV.

REV.

7 RESTROOMS1/4"= 1'-0"110

136 113

139

REV.

REV.

ELECT WATER COOLER UNIT

(INSTALL PER MANUF SPECS

FOR ADA REQUIREMENTS)

8 CORRIDOR1/4"= 1'-0"112

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

3'-038"

REF

W3036

B30B30

2'-6" 2'-6" W3036W3636W3036 W3036 W3336

108

116 119

118 108

116 119

118

146

2'-9

"

PLASTIC LAMINATE

COUNTER AND SPLASH

TYPICAL

PLASTIC LAMINATE

COUNTER AND SPLASH

TYPICAL

9B PLOTTER1/4"= 1'-0"117

NOTE:

INSTALL 3" DIA.

GROMMETS AT OWNER

APPROVED LOCATIONS

KNEE

SPACE

SPACER

B18

FILE

B18

FILE

10 OFFICE1/4"= 1'-0"111

OPEN TO

LOBBY

SPACER

B18

FILE

KNEE

SPACE

11 RECEPTION1/4"= 1'-0"114

OPEN TO

LOBBY

SPACER B18

FILE

B18

FILE

KNEE

SPACE2'-6

"

3'-6

"

4"10"

2'-6

"

3'-6

"

4" 10"

12 RECEPTION1/4"= 1'-0"114

2'-4"

14 OFFICE1/4"= 1'-0"121

144

154

13 LOBBY1/4"= 1'-0"114A

3'-6

"

SPACER

B18

FILE

B18

FILE

2'-6

"

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

KNEE

SPACE

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

2'-4"

15 OFFICE1/4"= 1'-0"121

144

154

SPACER B18

FILE

B18

FILE

2'-6

"

KNEE

SPACE

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

NOTE:

INSTALL 3" DIA.

GROMMETS AT OWNER

APPROVED LOCATIONS

NOTE:

INSTALL 3" DIA.

GROMMETS AT OWNER

APPROVED LOCATIONS

SPACER

9A PLOTTER1/4"= 1'-0"117

30" DEEP

COUNTER

SPACER

3'-0

"2

'-0

"3

'-0

"

SPACER

SPACER

SPACER

3'-0

"2

'-0

"3

'-0

"

SPACER

B36 B36 B30B30B30

W3636 W3636 W3036W3036W3036

30" DEEP

BASE

CABINETS

(TYP.)

2'-4"2'-4"

W3036 W3036

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.) SPACER

316" STEEL PLATE WITH

TREAD TEXTURE

MOCKETT 1" DIA.

STANDOFF MOUNTS

SOLID SURFACE

TRANSACTION

COUNTER TOP

SOLID SURFACE

TRANSACTION

COUNTER TOP

SOLID SURFACE

TRANSACTION

COUNTER TOP

PLASTIC LAMINATE

COUNTER AND SPLASH

TYPICAL

PLASTIC LAMINATE

COUNTER AND SPLASH

TYPICAL

NOTE:

INSTALL 3" DIA.

GROMMETS AT OWNER

APPROVED LOCATIONS

2'-4"

2'-6

"

KNEE

SPACE

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

VERIFY

2'-6" 2'-6"

ADJ. SH.

(TYP.)

SPACER

2'-0

"2

'-6

"

16 OFFICE1/4"= 1'-0"122

123 125124

SPACER

B18

FILE

B18

FILE

17 OFFICE1/4"= 1'-0"122

MOP

RACK

FIBERGLASS

REINF

PANELS

MARLITE INC.

20 19

MOP SINK W/

RIM GUARD

4'-0" 4'-0"

WATER

HEATER ON

STAND (SEE

PLUMB.)

19 JANITOR1/4"= 1'-0"134

20 JANITOR1/4"= 1'-0"134

SPACER

SPACER

3'-0

"2

'-0

"1'-0

"

SPACER

18 COPY1/4"= 1'-0"127

B36 B36

140

OWNER'S

COPIER

3'-0

"

OPEN SHELF

UNIT (TYP.)

W3036 W3336 W3336 W3036

21 P. TOIL.1/4"= 1'-0"145

148

153

155

2'-6

"

SPACER

SPACER

SB36

3'-0"x3'-6"

MIRROR

LIGHT FIXTURE

(SEE ELECT.)

(7'-6" A.F.F.)

22 P. TOIL.1/4"= 1'-0"145

148

153

155

SPACER

SPACER

W3624

2'-6

"

SPACER

1'-8

"

SPACER B18

FILE

B18

FILE

2'-6

"

SPACER

1'-8

"

SPACER

B18

FILE

B18

FILE

VERIFY

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

KNEE

SPACE

23 OFFICE1/4"= 1'-0"151

24 OFFICE1/4"= 1'-0"151

4'-2

" M

AX.

MOUNTED

EXTINGUISHER

BRACKET-

TOP OF

EXTING.

VALVE

SEE PLAN FOR

LOCATIONS

4'-0

" M

AX

SEE PLAN FOR

LOCATIONS

26 F.E. 1/4"= 1'-0"

25 F.E.C. 1/4"= 1'-0"

SOLID SURFACE

COUNTER TOP

W/ INTEGRAL

SINK

W3636W3636W3636W3636

3'-0

"

3'-0

"

5'-0

"2

'-0

"

3" DIA.

RADIUS AT

CORNER

3" 3"

3" DIA.

RADIUS AT

CORNER

27 OPEN OFFICE1/4"= 1'-0"103

3"

28 OPEN OFFICE1/4"= 1'-0"103

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

2'-6

"

3"2'-4"

2'-6

"

KNEE

SPACE 2'-6

"

SPACER B18

FILE

3"2'-4"

29 OPEN OFFICE1/4"= 1'-0"103

NOTE:

INSTALL 3" DIA.

GROMMETS AT OWNER

APPROVED LOCATIONS

2'-6

"

2'-4"

KNEE

SPACE

2'-4"

2'-6

"

KNEE

SPACE

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

HEAVY DUTY

MTL. SUPPORT

BRACKET (TYP.)

VERIFY VERIFY

ADJ. SH.

(TYP.)

SPACER

2'-0

"3

'-0

"

30 OFFICE1/4"= 1'-0"131

135 138 129

137

REV.

SPACER

B18

FILE

133 REV.

1'-6"PLAN ROLL

CABINET

31 OFFICE1/4"= 1'-0"131

135 138 129

137

REV.

133 REV.

PLASTIC LAMINATE

FINISH

5'-0"

3" DIA.

RADIUS AT

CORNER

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS/SCM

SCM

A3

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

12

5

WEST ELEVATION3/16"= 1'-0"

12

5PREFIN. MTL. STANDING

SEAM ROOF PANELS

PREFIN. ALUM. GUTTER

PREFIN. ALUM.

DOWNSPOUTS W/

STRAPS AND

HOLD-OFFS AT

4'-0" O.C. MAX.

SYN. FINISH HARD

COAT STUCCO ON

FOAM BANDS

SYN. FINISH HARD

COAT STUCCO ON

FOAM BAND

BRICK VENEERSYN. FINISH ON

STUCCO

OWNER SELECTED

SIGNAGE

SOUTH ELEVATION3/16"= 1'-0"

PREFIN. MTL. STANDING

SEAM ROOF PANELS

PREFIN. ALUM.

GUTTER

SYN. FINISH HARD

COAT STUCCO ON

FOAM BANDS

BRICK VENEER

SYN. FINISH ON

STUCCO

SYN. FINISH ON

STUCCO

5"x5" PREFIN. MTL.

FLASHING

24"x36" PREFIN. ALUM.

LOUVER W/ INSECT

SCREEN

PREFIN. ALUM. DOWNSPOUTS

W/ STRAPS AND HOLD-OFFS

AT 4'-0" O.C. MAX.

12

5

12

5

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

A4

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

EAST ELEVATION3/16"= 1'-0"

OWNER SELECTED

SIGNAGEBRICK VENEERSYN. FINISH ON

STUCCO

SYN. FINISH HARD

COAT STUCCO ON

FOAM BANDS

SYN. FINISH HARD

COAT STUCCO ON

FOAM BAND

PREFIN. MTL. STANDING

SEAM ROOF PANELS

PREFIN. ALUM.

GUTTER

OWNER SELECTED

SIGNAGE

PREFIN. ALUM. DOWNSPOUTS

W/ STRAPS AND HOLD-OFFS

AT 4'-0" O.C. MAX.

12

5

12

5

NORTH ELEVATION3/16"= 1'-0"

SYN. FINISH HARD

COAT STUCCO ON

FOAM BANDS

SYN. FINISH HARD

COAT STUCCO ON

FOAM BAND

BRICK VENEER SYN. FINISH ON

STUCCOPREFIN. ALUM.

GUTTER

SYN. FINISH ON

STUCCO

5"x5" PREFIN. MTL.

FLASHING

24"x36" PREFIN. ALUM.

LOUVER W/ INSECT

SCREEN

PREFIN. MTL. STANDING

SEAM ROOF PANELS

PREFIN. ALUM. DOWNSPOUTS

W/ STRAPS AND HOLD-OFFS

AT 4'-0" O.C. MAX.

12

5

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

A5

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

ABUILDING SECTION3/16"= 1'-0"

102

STAFF

ENTRY

104

MEETING

122

OFFICE

120

CORR.

14'-3

"

2'-6"

12

5

10'-11

"

2'-6"

12

5

113

LOBBY

111

OFFICE

109

OFFICE

106

OFFICE

118

OFFICE

119

OFFICE

116

OFFICE

14'-3

"

41'-4"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

6"

6"

H

A7

E

A7

2'-6"17'-2"

125

OFFICE

120

CORR.

141

CORR.

142

OFFICE

12

512

5

140

COPY

138

OFFICE

137

OFFICE

135

OFFICE

134

JANITOR

133

OFFICE

129

OFFICE

127

COPY

200

EQUIPMENT

PLATFORM

10'-11

"

2'-6"2'-6"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB FLOOR TRUSSES

(SEE STRUCT. DWGS.)

34" PLYWD. T&G DECK

6"

10'-11

"

1'-6

3 4"

8'-0

"

CBUILDING SECTION3/16"= 1'-0"

D

A6

E

A7

25'-2"25'-2"

1'-6"1'-6"

3.4 2.5

16'-8"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

T.O.S.

3'-2" 3'-2"

14'-3

"6

"

FIN. FL.

12

5

BBUILDING SECTION3/16"= 1'-0"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

14'-0

"

E

A7

10'-11

"

2'-6"

6"

2'-6"

12

5

74'-8"

20'-5"31'-10"22'-5"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB FLOOR

TRUSSES (SEE

STRUCT. DWGS.)

34" PLYWD.

T&G DECK

200

EQUIPMENT

PLATFORM

118

OFFICE

107

CORR.130

STOR.

1-HOUR

RATED

132

STAIRS

129

OFFICE

152

OFFICE

126

CORR.146

CORR.

STAIR NOTES:

2x12 TREADS (1" NOSING),

1x6 RISERS, 2x12

STRINGERS EA. SIDE AND

CENTER, 1 14" DIA. STEEL

HANDRAIL (PAINTED) W/

HOLD-OFF BRACKETS AT

4'-0" O.C. MAX. (PAINTED).

10'-11

"

1'-6

3 4"

8'-0

"

DBUILDING SECTION3/16"= 1'-0"

C

A6

A

A6

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

A6

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

3.4

T.O.S.

3'-2"

14'-3"

6"

FIN. FL.

31'-10"

10'-11

"

1'-6

3 4"

8'-0"

PREFAB FLOOR

TRUSSES (SEE

STRUCT. DWGS.)

34" PLYWD.

T&G DECKPREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

113

LOBBY

107

CORR.

117

PLOTTERS

150

OFFICE100

COVERED

ENTRY

126

CORR.

133

OFFICE

146

CORR.

200

EQUIPMENT

PLATFORM

12'-11

"2'-6"

6"

EBUILDING SECTION3/16"= 1'-0"

C

A6

A

A6

B

A6

F

A7

14'-0"

12

5

10'-11

"

2'-6"

6"

2'-6"

74'-8"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

107

CORR.

126

CORR.

146

CORR.

GBUILDING SECTION3/16"= 1'-0"

C

A6

A

A6

12

5

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

150

OFFICE

12'-11

"

10'-11

"

13'-034"

FBUILDING SECTION3/16"= 1'-0"

E

A7

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

14'-8"14'-8"

12

5

14'-3"

2'-6"41'-4"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

6"

14'-3"

2'-6"

6"

12'-8"

T.O.S.

14'-8"26'-8"

104

MEETING

103

CONFERENCE

HBUILDING SECTION3/16"= 1'-0"

A

A6

2'-0"

12'-11

"

PREFAB TRUSSES

(SEE STRUCT. DWGS.)

11'-438"

10'-11

"

6"

JBUILDING SECTION3/16"= 1'-0"

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

A7

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

2'-6"

12

5

BERRIDGE HIGH SEAM 22GA

STANDING SEAM ROOF PANELS

ON SELF ADHESIVE MEMBRANE

ON 58" CDX PLYWD. ON PREFAB

TRUSSES (SEE STRUCT. FOR

ANCHORAGE AND SPACING)

6"

1WALL SECTION3/4"= 1'-0"

ELEV.

10'-11"

A.F.F. FIBER-CEMENT

SOFFIT PANELS

(NON-VENTED)

A

A8

12" CDX PLYWD.

SHEATHING

SYN. FINISH ON3

4" STUCCO ON

FOAM BAND

TYPE-2

SYN. FINISH ON5

8" FIBER REINF.

STUCCO

WATER PROOFING

ON 8" SMOOTH

FACE CMU (SEE

STRUCT. FOR

REINF.)

SYN. FINISH ON3

4" STUCCO ON 1"

FOAM BAND

TYPE-1

ELEV.

2'-8"

A.F.F.

5" SPRAY

INSUL.

2x4 STUDS

AT 16" O.C.

LAY-IN ACOUST.

CEILING (SEE

REF. CLG. PLAN

FOR HEIGHTS)

58" GYP. BD.

4" BATTS INSUL.

4"

P.T. 2x4 BOTTOM

PLATE (ANCHOR

TO SLAB)

SCHEDULED BASE

4" CONC. SLAB

(SEE STRUCT.)

VAPOR BARRIER

(SEE STRUCT.)

CONC. FOOTING

(SEE STRUCT.)

CMU FOUND. WALL

(SEE STRUCT.)

CONC. TIE BEAM

(SEE STRUCT.)

(2) P.T. 2x8 TOP

PLATE (SEE

STRUCT.)

12

5

6"

2WALL SECTION3/4"= 1'-0"

ELEV.

10'-11"

A.F.F.

1

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

12

5

6"

3WALL SECTION3/4"= 1'-0"

ELEV.

12'-11"

A.F.F.

2

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

2'-6"

2'-6"

12

5

6"

5WALL SECTION3/4"= 1'-0"

2

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

2'-6"

ELEV.

14'-3"

A.F.F.

SYN. FINISH ON3

4" STUCCO ON

FOAM BAND

TYPE-1

1

A12

3

A12

2

A12

TYP.

TYP.

TYP.

ELEV.

8'-0"

A.F.F.

ELEV.

9'-4"

A.F.F.

ELEV.

10'-0"

A.F.F.

12

5

6"

4WALL SECTION3/4"= 1'-0"

ELEV.

12'-11"

A.F.F.

2

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

2'-0"

AT CORNER

TOWERS

AT MEETING/

CONFERENCE

AT OFFICE #150

2x4 STUDS AT 16" O.C.

ALTERNATE:

3 58" 25 GA METAL

STUDS AT 16" O.C.

ELEV.

9'-4"

A.F.F.

1A

A12

BACKER ROD

AND SEALANT

CONT.

BRICK ROWLOK

( 34" CORBEL)

BRICK VENEER W/

GALV. TIES AT 16"

O.C. HORIZ. AND

VERT.

COTTON ROPE

WEEPS AT 32" O.C.

SELF-ADHESIVE

MEMBRANE

FLASHING

TERMINASION

BAR W/ SEALANT

CONT.

FILL SOLID W/

GROUT BELOW

GRADE

SEE REF.

CLG. PLAN

SEE REF.

CLG. PLAN

2x4 STUDS

AT 16" O.C.

58" GYP. BD.

TYPE-1

FOAM BAND TYPES

7"

6"

1"

112"

6"

112"

TYPE-2

A DETAIL

3" = 1'-0"

PREFIN. MTL. DRIP W/

HANGER GUTTER CLIP

PREFIN. 22 GA.

CONT. GALV.

STEEL GUTTER

20 GA. S.S.

PERFORATED

CONT. SCREEN

54"x7 14" FIBER-

CEMENT FASCIA

BOARD (SMOOTH)

2x SUB-

FASCIA

51 4"

11 4"

5"

11 2"

B DETAIL

3" = 1'-0"

AIR AND WATER BARRIER

ON 12" CDX PLYWD.

SYN. FINISH ON 34"

STUCCO ON FOAM

BAND TYPE-2

SYN. FINISH ON 34"

STUCCO ON MTL. LATH

VINYL DRIP SCREED

W/ 12" REVEAL

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

A8

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

12

5

6"

3'-2"

ELEV.

14'-3"

A.F.F.

H

ELEV.

10'-0"

A.F.F.

SYN. FINISH ON3

4" STUCCO ON

FOAM BAND

TYPE-1

SYN. FINISH ON3

4" STUCCO ON

FOAM BAND

TYPE-2

1

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

ELEV.

0'-0"

SYN. FINISH ON3

4" STUCCO ON

MTL LATH ON SELF

ADHESIVE

MEMBRANE ON 12"

CDX PLYWOOD.

12" CDX

PLYWD.

SYN. FINISH

ON 34"

STUCCO

SYN. FINISH ON3

4" STUCCO ON

FOAM BAND

TYPE-2

2x4 SOFFIT

FRAMING AT

24" 0.C.

8" 1'-2"

1'-1

0"

1'-2

"8"

1'-10"

8" 1'-2"

STEEL COLUMN

(SEE STRUCT.)

12

5

6"

3'-0"

ELEV.

14'-3"

A.F.F.

H

T.O.S.

14'-0"

A.F.F.

2"

8" 8"

6WALL SECTION3/4"= 1'-0" 7

WALL SECTION3/4"= 1'-0"

6

A9

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

ELEV.

8'-0"

A.F.F.

12

5

6

A9

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

5

A12

8

A12

TYP.

TYP.

SYN. FINISH ON5

8" FIBER REINF.

STUCCO

8WALL SECTION3/4"= 1'-0" 9

WALL SECTION3/4"= 1'-0"

1

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

12

5

58" GYP. BD.

2x6 STUDS AT

16" O.C.

6" SOUND

BATTS INSUL.

SCHEDULED BASE

34" T&G PLYWD.

DECK (GLUE AND

NAIL TO FLOOR

TRUSSES)

WOOD LEDGER

(SEE STRUCT.)

WOOD FLOOR

TRUSSES (SEE

STRUCT.)

10WALL SECTION3/4"= 1'-0"

1

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

8'-0"

ELEV.

14'-3"

A.F.F.

58" GYP. BD.

2x4 FURRING AT

16" O.C.

58" GYP. BD.

4"

ELEV.

10'-11"

A.F.F.

12" CDX PLYWD.

SHEATHING

2x4 STUDS

AT 16" O.C.

CONC. TIE BEAM

(SEE STRUCT.)

8" SMOOTH FACE

CMU (SEE

STRUCT. FOR

REINF.)

ELEV.

10'-11"

A.F.F.

ELEV.

14'-0"

A.F.F.

STEEL COLUMN

(SEE STRUCT.)

WOOD BEAM

(SEE STRUCT.) B

A8

2x4 STUD FRAMING

OR 3-5/8" 25 GA

METAL FRAMING

AT 16" O.C.

2x6 STUD

FRAMING

16" O.C.

SEE STRUCTURAL

FOR BEARING WALL

AND FOOTING

INFORMATION.

SEE STRUCTURAL

FOR BEARING WALL

AND FOOTING

INFORMATION.

6" SOUND

BATTS INSUL.

2x4 STUD WALL

OR 3-5/8" 25 GA

METAL FRAMING

AT 16" O.C.

ELEV.

2'-8"

A.F.F.

5"

5"

2x4 STUDS AT

16" O.C. MAX.

12" CDX PLYWD.

SHEATHING

BRICK VENEER W/

GALV. TIES AT 16"

O.C. HORIZ. AND

VERT. (MIN.)

BRICK ROWLOK

( 12" CORBEL)

BRICK SOLDIER

( 12" CORBEL)

BRICK ROWLOK

( 34" CORBEL)

C

A8

SIM.

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

A9

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

1

A8

FOR TYPICAL NOTES

AND DIMENSIONS

SEE SECTION

12

5

58" GYP. BD.

2x6 STUDS AT

16" O.C.

6" SOUND

BATTS INSUL.

WOOD LEDGER

(SEE STRUCT.)

58" TYPE-X

GYP. BD.

58" TYPE-X GYP.

BD.

34" T&G PLYWD.

DECK (GLUE AND

NAIL TO FLOOR

TRUSSES)

WOOD FLOOR

TRUSSES (SEE

STRUCT.)

2x6 STUDS AT

16" O.C. FOR

BEARING WALLS

6" SOUND

BATTS INSUL.

FIRE CAULK

CONT.

FIRE CAULK

CONT.

WOOD FLOOR

JOISTS (SEE

STRUCT.)

34" T&G PLYWD.

DECK (GLUE AND

NAIL TO FLOOR

JOISTS)

WOOD BEAM

(SEE STRUCT.)

2x12 STRINGER

EA. SIDE AND

(2) AT CENTER

112" DIA. STEEL

HANDRAIL

(PAINTED)

STEEL HANDRAIL

BRACKETS AT

5'-0" O.C. MAX.

(PAINTED)

RETURN

HANDRAIL

TO WALL

2x12 TREAD

1x6 RISER

2x FILLER

VINYL TREAD

COVER

1'-0"

RETURN

HANDRAIL

TO WALL

1" NOSING

TYP.

9'-2"

10 TREADS AT 11" EA.

7'-4"

8 TREADS AT 11" EA.

6'-10

3 8"

11 R

ISERS A

T 7

.5"

EA.

5'-73 8"

9 R

ISERS A

T 7

.5"

EA.

130

STOR.

~~1-HOUR

RATED

2x4 FRMG.

AT 16" O.C.

11WALL SECTION3/4"= 1'-0"

9'-0"

LAY-IN ACOUST. CLG.

(SEE REFLECTED

CEILING PLAN FOR

HEIGHTS)

58" GYP. BD.

SOUND BATTS INSUL.

(MATCH STUD SIZE)

P.T. 2x4 BOTTOM

PLATE (ANCHOR

TO SLAB)

SCHEDULED BASE

BOTTOM CHORD

OF TRUSS

WALL TYPE3/4"= 1'-0"

1

ELEV.

10'-11"

A.F.F.

ELEV.

10'-11"

A.F.F.

2x WOOD STUDS

AT 16" O.C. (SEE

PLAN FOR SIZES)

ALTERNATE:

25 GA. METAL STUD

FRAMING AT 16" O.C.

(SEE PLAN FOR SIZES)

(FOR NON-LOAD

BEARING CONDITIONS)

ALTERNATE:

25 GA. METAL STUD

FRAMING AT 16" O.C.

(SEE PLAN FOR SIZES)

(FOR NON-LOAD

BEARING CONDITIONS)

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

DWS

SCM

A10

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

NOTESFINISHWALLSBASEFLOOR

FINISH SCHEDULE

1. FOR CEILING MATERIAL AND

HEIGHTS SEE REFLECTED CLG PLAN.

2. FOR DROPPED SOFFIT HEIGHTS AND

FINISHES SEE REFLECTED CLG PLAN.

DOORNOTES

FRAMESIZENO

DOOR SCHEDULE WINDOW SCHEDULE

100 COVERED ENTRY

101 STAFF ENTRY

102 CONFERENCE

103 OPEN OFFICE

104 CHAIR & TABLE STORAGE

105 OFFICE

106 CORRIDOR

107 KITCHEN

108 OFFICE

109 VESTIBULE

110 MEN H.C.

111 OFFICE

113 WOMEN H.C.

114 RECEPTION

114A LOBBY

115 COVERED ENTRY

116 OFFICE

117 PLOTTERS

118 OFFICE

119 OFFICE

120 CORRIDOR

121 OFFICE

122 OFFICE

123 OFFICE

124 OFFICE

125 OFFICE

126 CORRIDOR

127 COPY

128 STORAGE

129 OFFICE

130 STORAGE (1-HR RATED)

131 OFFICE

132 STAIRS

133 OFFICE

134 JANITOR

135 OFFICE

136 WOMEN H.C.

137 OFFICE

138 OFFICE

138 MEN H.C.

140 COPY

141 CORRIDOR

142 OFFICE

143 TOILET

144 OFFICE

145 PRIVATE TOILET

146 CORRIDOR

147 OFFICE

148 PRIVATE TOILET

149 OFFICE

150 OFFICE

151 OFFICE

152 OFFICE

153 PRIVATE TOILET

TYPE 1 TYPE 2

CLOSER

WHERE

SPECIFIED

KICK PLATE

(SEE

HARDWARE

GROUP FOR

LOCATIONS)

WINDOW TYPES

DOOR TYPES

FIN. FL.

TYPE A

FIN. FL.

7'-2"

TYPE H

112 VESTIBULE

154 OFFICE

155 PRIVATE TOILET

X101 36

710

13

4 SF ALUM CLEAR 1 ALUM/GLASS CLEAR 1

X102A 30

70

13

4 HM STEEL PAINT 3 WOOD STAIN 2

X102B 268

110

212 OPER. STEEL VINYL STEEL VINYL

X103 (2) 30

70

13

4 SF ALUM CLEAR 1 ALUM CLEAR 3

X104 (2) 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 4

X105 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X108 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X110 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 6

X111 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X113 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 6

X114 30

710

13

4 HM STEEL PAINT 3 WOOD STAIN 5

X116 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X117A 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X117B 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X118 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X119 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X121 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X122 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X123 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X124 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X125 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X128A 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X128B 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X129 30

70

13

4 HM STEEL PAINT 3 WOOD STAIN 5

X130 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 20M 2

X132 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 2

X133 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X134 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X135 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X136 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 6

X137 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X138 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X139 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 6

X142 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 5

X144 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X145 26

68

13

4 PCKT WOOD PAINT 1 WOOD STAIN 8

X147 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X149 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X150 (2) 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 9

X151 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X152 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

TYPE 3

CLOSER

WHERE

SPECIFIED

6"8"

2'-6"

4'-0"

14" CLEAR

TEMP.

X114A 36

70

13

4 SF ALUM CLEAR 1 ALUM/GLASS CLEAR 1

X120 30

70

13

4 SF ALUM CLEAR 1 ALUM/GLASS CLEAR 1

X146 30

710

13

4 SF ALUM CLEAR 1 ALUM/GLASS CLEAR 1

X148 26

68

13

4 PCKT WOOD PAINT 1 WOOD STAIN 8

X153 26

68

13

4 PCKT WOOD PAINT 1 WOOD STAIN 8

X154 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 7

X155 26

68

13

4 PCKT WOOD PAINT 1 WOOD STAIN 8

10'-0"

2'-2"

(4) EQ. SPACES

(2) EQ. SPACES

FIN. FL.

TYPE B

9'-4"

2'-2"

(4) EQ. SPACES

(2) EQ. SPACES

FIN. FL.

TYPE C

8'-0"

2'-2"

(4) EQ. SPACES

(2) EQ. SPACES

TYPE D

2'-2"

2'-8"

8'-0"

3'-0"

2'-8"

DOORS

(SEE DOOR

SCHEDULE)

DOOR

(SEE DOOR

SCHEDULE)

X200 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 20M 2

XA 60

74

A ALUM CLEAR 1" INSUL.

XB 60

68

B ALUM CLEAR 1" INSUL.

XC 60

54

C ALUM CLEAR 1" INSUL.

XD 120

80

D ALUM CLEAR TEMP./INSUL.

XE 120

72

E STEEL PAINT 1/4" TEMP.

X201 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 2

200 EQUIPMENT PLATFORM

201 ELECTRICAL/DATA

LVT P

LANK

CERAM

IC T

ILE

CARPET

VET

NO

NE

6"x

3/4

" W

OO

D

CER. C

OVE B

ASE

6"

VIN

YL

GYPSUM

BO

ARD

STUCC

O

EG

GSHELL

PAIN

T

EPO

XY P

AIN

T

(3) EQ.

SPACES

(3) EQ.

SPACES

TYPE G

DOORS

(SEE DOOR

SCHEDULE)

(2) EQ.

SPACES

2'-2"

2'-8"

FIN. FL.

7'-2"

TYPE F

2'-8"

DOOR

(SEE DOOR

SCHEDULE

FOR

SWING)

XG 68

80

G ALUM CLEAR TEMP./ 1"INSUL.

XF 60

72

F STEEL PAINT 1/4" TEMP.

PANELINE

EXIT DEVICE

FINISH SELECTIONS

CERAMIC TILE #1

CROSSVILLE " BASALT" 12"x24" AV 294 MAFIC

COLORED GROUT - LATICRETE 06 DUSTY GRAY

CERAMIC TILE #2

CROSSVILLE " BASALT" 12"x12" AV 291 SILICA

WITH COVE BASE 6"x12"

COLORED GROUT - LATICRETE 90 LIGHT PEWTER

VET (VINYL ENHANCED TILE)

AZTERRA AT 103 WARM SAND

LVT (LUXURY VINYL TILE)

ARMSTRONG NATURAL CREATIONS- GALENA OAK RYE 6"x48"

PLANK (INSTALLED OVER QUIET COMFORT UNDERLAYMENT)

WOOD BASE

6"x 3/4" WOOD (PAINTED)

VINYL BASE

FLEXCO 6" HIGH (COLOR TO BE SELECTED BY OWNER)

CARPET

DIRECT GLUE DOWN, LEVEL LOOP, BROADLOOM EQUAL TO

SHAW CONTRACT TURN-KEY "PUBLIC MARKET " OR APPROVED

EQUAL

LAY-IN CEILING

24"x24" LAY-IN CEILING TILE- BEVELED TEGULAR ARMSTRONG

ULTIMA ITEMS 1911, 1912 WITH WHITE 1516" STANDARD GRID

GRANITE COUNTER TOP

1" THICK WITH EASED EDGES (STYLE AND COLOR TO BE

SELECTED) (PROVIDE $80.00 / SQ FT ALLOWANCE)

PLASTIC LAMINATE

COUNTER TOPS AND CUSTOM CABINETS WITH 3MM EDGE

BANDING FOR DOORS AND DRAWERS (COLORS TO BE

SELECTED)

WOOD DOORS

FACTORY FINISHED ROTARY BIRCH CLEAR FINISH

STOREFRONT DOOR AND WINDOW FRAMES AND GLAZING

CLEAR ANODIZED FINISH

EXTERIOR GLAZING: "SOLAR COOL" INSULATED REFLECTIVE

"AZURIA"

DOOR PULLS: 1"x9" POLISHED STAINLESS STEEL

SPLIT FACED BLOCK

STANDARD GRAY WITH STANDARD GRAY MORTAR

STUCCO FINISH

WALL: SWIRL TEXTURE SYNTHETIC FINISH

TRIM: SMOOTH SAND FINISH

COLOR TO MATCH SHERWIN WILLIAMS 'MEGA GRIEGE'

PAINT

DRYWALL: LEVEL 5 FINISH, PAINT COLOR SW 7031 'MEGA

GRIEGE'

METAL DOOR FRAMES: SATIN FINISH (COLOR TO BE

DETERMINED)

STANDING SEAM METAL ROOFING

BERRIDGE ZEE-LOCK WITH KYNAR 500, FACTORY FINISH -

GUTTERS AND DOWNSPOUTS

KYNAR 500 FACTORY FINISHED TO MATCH ROOFING COLOR

X141 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 4

12'-0"

6'-0"3'-0"

FIN. FL.

7'-2"

TYPE E

2'-8"

DOOR

(SEE DOOR

SCHEDULE

FOR

SWING)

FOLDING PANEL

WALL SYSTEM

X143 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 6

AT INTERIOR STUD WALL (SEE PLAN FOR STUD THICKNESSES)

AT INTERIOR STUD WALL (SEE PLAN FOR STUD THICKNESSES)

XH 120

72

H STEEL PAINT 1/4" TEMP. AT INTERIOR STUD WALL (SEE PLAN FOR STUD THICKNESSES)

XJ 60

100

J ALUM CLEAR TEMP./ 1"INSUL.

8'-0"

TYPE J

DOORS

(SEE DOOR

SCHEDULE)

(2) EQ.

SPACES

2'-2"

2'-8"

10'-0"

X103A 36

710

13

4 SF ALUM CLEAR 1 ALUM/GLASS CLEAR 1

X156 30

70

13

4 HM STEEL PAINT 2 WOOD STAIN 20M 2

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

SCM

SCM

A11

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

9JAMB: INTERIOR SIDELITEHEAD SIMILAR

5/8" GYP. BD.

CAULK CONT.

(3) ANCHORS

PER JAMB

VERIF

Y

TYPICAL SILL PAN FLASHING

BENDS

WELD

1" MIN. LEGS

DRIP EDGE

SEE DETAILS

WELD

BACKER ROD

AND SEALANT

CONT.

HEAD RECEPTOR

BACKER ROD AND

CAULK CONT. (MAX

GAP 14")

MUDDABLE 'J' BEAD

CONT.

58" GYP. BD.

MUDDABLE

CORNER BEAD

CONT.

58" GYP. BD.

WOOD STUDS

(SEE WALL

SECTIONS)

BATTS INSUL.

(SEE WALL

SECTIONS)

58

"

WINDOW UNIT

(SEE SCHEDULE

FOR GLAZING)

SYN. FINISH ON5

8" FIBER REINF.

STUCCO

WATER PROOFING

ON 8" SMOOTH

FACE CMU (SEE

STRUCT. FOR

REINF.)

SYN. FINISH

ON 34"

STUCCO ON

FOAM BAND

TYPE-1

BACKER ROD AND

CAULK CONT (MAX

GAP 14")

58" GYP. BD.

MUDDABLE 'J' BEAD

CONT.

SHIM SUPPORT

MUDDABLE

CORNER BEAD

CONT.

58" GYP. BD.

BACKER ROD AND

SEALANT CONT.

5 8"

SYN. FINISH ON5

8" FIBER REINF.

STUCCO

WOOD STUDS

(SEE WALL

SECTIONS)

BATTS INSUL.

(SEE WALL

SECTIONS)

SYN. FINISH ON 34"

STUCCO ON FOAM

BAND TYPE-2

CONT. VINYL J-BEAD

STUCCO STOP

CONT. VINYL

J-BEAD

STUCCO

STOP

CAULK CONT. (MAX

GAP 14")

58" GYP. BD.

WOOD STUDS

(SEE WALL

SECTIONS)

BATTS INSUL.

(SEE WALL

SECTIONS)

PREFIN. MTL. SILL

FLASHING SET IN

CONT. BED OF

SEALANT

FILL SILL BLOCK

SOLID W/ GROUT

SOLID

SURFACE SILL

1"

WATER PROOFING

ON 8" CMU (SEE

STRUCT. FOR REINF.)

WATER PROOFING

ON 8" CMU (SEE

STRUCT. FOR

REINF.)

8" CMU (SEE

STRUCT. FOR

REINF.)

DOUBLE

THICKNESS AT

EXPOSED LEDGE

W/ BULLNOSE

1HEAD: EXTERIOR S.F. WINDOW

2JAMB: EXTERIOR S.F. WINDOW

3SILL: EXTERIOR S.F. WINDOW

4SILL: EXTERIOR S.F. WINDOW

PREFIN. MTL

SILL FLASHING

ON CONT. BEAD

OF CAULK

12" EXP. JOINT

BACKER ROD

AND SEALANT

CONT.

HEAD RECEPTOR

BACKER ROD AND

CAULK CONT. (MAX

GAP 14")

MUDDABLE 'J' BEAD

CONT.

58" GYP. BD.

MUDDABLE

CORNER BEAD

CONT.

58" GYP. BD.

WOOD STUDS

(SEE WALL

SECTIONS)

BATTS INSUL.

(SEE WALL

SECTIONS)

58

"

DOOR UNIT (SEE

DOOR SCHEDULE)

SYN. FINISH ON5

8" FIBER REINF.

STUCCO

WATER PROOFING

ON 8" SMOOTH

FACE CMU (SEE

STRUCT. FOR

REINF.)

SYN. FINISH

ON 34"

STUCCO ON

FOAM BAND

TYPE-1

BACKER ROD AND

CAULK CONT (MAX

GAP 14")

58" GYP. BD.

MUDDABLE 'J' BEAD

CONT.

SHIM SUPPORT

MUDDABLE

CORNER BEAD

CONT.

58" GYP. BD.

BACKER ROD AND

SEALANT CONT.

5 8"

SYN. FINISH ON5

8" FIBER REINF.

STUCCO

WOOD STUDS

(SEE WALL

SECTIONS)

BATTS INSUL.

(SEE WALL

SECTIONS)

SYN. FINISH ON 34"

STUCCO ON FOAM

BAND TYPE-2

CONT. VINYL J-BEAD

STUCCO STOP

CONT. VINYL

J-BEAD

STUCCO STOP

WATER PROOFING

ON 8" SMOOTH

FACE CMU (SEE

STRUCT. FOR REINF.)

5HEAD: EXTERIOR S.F. DOOR

6JAMB: EXTERIOR S.F. DOOR

8SILL: EXTERIOR S.F. DOOR

LOW PROFILE

THRESHOLD SET

ON CONT. BEAD

OF CAULK

12" EXP. JOINT

DOOR SWEEP

DOOR UNIT (SEE

DOOR SCHEDULE)

7JAMB: EXTERIOR S.F. DOORAT SIDELITE

EXTERIOR

SIDE

DOOR UNIT (SEE

DOOR SCHEDULE)

GLASS (SEE

WINDOW

SCHEDULE FOR

GLAZING)

CAULK CONT.

11JAMB: INTERIOR DOORHEAD SIMILAR

5/8" GYP. BD.

CAULK CONT.

(3) SILENCERS

(AT LATCH SIDE)

(3) ANCHORS

PER JAMB

VERIF

Y

CAULK CONT.

1x WOOD CASING

(PAINT GRADE)

(FACE TO BE FLUSH

W/ GYP BD FACE)

34"x2

12" WOOD TRIM

(PAINT GRADE)

(FACE TO BE FLUSH

W/ WOOD CASING)

(EASE EXPOSED

EDGES)

DOUBLE TRACK

BALL BEARING

GLIDE

VERIFY

5/8" GYP BD

14HEAD: POCKET DOOR

CAULK

15JAMB: POCKET DOOR

CAULK5/8" GYP BD

CAULK

VERIF

Y

1x WOOD CASING

(PAINT GRADE)

(FACE TO BE FLUSH

W/ GYP BD FACE)

34"x2

12" WOOD TRIM

(PAINT GRADE)

(FACE TO BE FLUSH

W/ WOOD CASING)

(EASE EXPOSED

EDGES)

2x WOOD NAILER

2x WOOD NAILER

WOOD STUDS

(SEE WALL

SECTIONS)

CAULK

MTL. STUDS

(SEE WALL

SECTIONS)

10JAMB: INT. SIDELITE AND DOOR

(3) ANCHORS

PER JAMB

(3) SILENCERS

12SILL: INTERIOR SIDELITE

13SILL: INTERIOR DOOR

TRANSITION

UNDER DOOR

FLOOR MATERIAL

WINDOW

UNIT (SEE

SCHEDULE

FOR

GLAZING)

WINDOW

UNIT (SEE

SCHEDULE

FOR

GLAZING)

WINDOW

UNIT (SEE

SCHEDULE

FOR

GLAZING)

H.M. FRAME

H.M. FRAME H.M. FRAME

H.M. FRAME

1AHEAD: EXTERIOR WINDOW

1 4"

AIR AND MOISTURE

BARRIER ON 12"

CDX PLYWD.

SYN. FINISH ON 34"

STUCCO ON MTL. LATH

SYN. FINISH ON 34"

STUCCO ON FOAM

BAND TYPE-1

BACKER ROD AND

CAULK CONT.

BRICK SOLDIER

(TYPE-2)

SELF ADHESIVE

MEMBRANE

FLASHING

AIR AND

MOISTURE

BARRIER HEAD

FLASHING3

8" DIA. COTTON

ROPE WEEPS AT

32" O.C. MAX.

STEEL ANGLE

(SEE STRUCT.)

PAINT TO MATCH

BRICK

BACKER ROD AND

CAULK AT WINDOW

PERIMETER1"

SHIM

SUPPORT

SLOPE DN

BRICK

ROWLOK

SELF ADHESIVE

MEMBRANE

FLASHING

38" DIA.

COTTON

ROPE

WEEPS AT

32" O.C.

MAX.

BRICK VENEER

WINDOW UNIT

(SEE SCHEDULE

FOR GLAZING)

BRICK VENEER

4AJAMB: EXTERIOR S.F. WINDOWAT BRICK VENEER (DOOR SIMILAR)

SHIM SUPPORT

BACKER ROD AND

SEALANT CONT.

5 8"

SEE 1/A12 FOR

TYPICAL DETAILS

AND NOTES

SEE 2/A12 FOR

TYPICAL DETAILS

AND NOTES

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

SCM

SCM

A12

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA

REFLECTED CEILING PLAN3/16"= 1'-0"

114A

WAITING

12'-0"

LAY-IN

114

RECEPT.

12'-0"

LAY-IN

111

OFFICE

9'-0"

LAY-IN

108

OFFICE

9'-0"

LAY-IN

105

OFFICE

9'-0"

LAY-IN

101

STAFF

ENTRY

11'-0"

LAY-IN

102

CONFERENCE

12'-0"

LAY-IN

103

MEETING

12'-0"

LAY-IN

104

CHAIR AND

TABLE STORAGE

10'-0"

LAY-IN

106

CORRIDOR

9'-0"

LAY-IN

118

OFFICE

9'-0"

LAY-IN

119

OFFICE

9'-0"

LAY-IN

116

OFFICE

9'-0"

LAY-IN

121

OFFICE

2X2 LAY IN

122

OFFICE

9'-0"

LAY-IN

123

OFFICE

9'-0"

LAY-IN

124

OFFICE

9'-0"

LAY-IN

125

OFFICE

9'-0"

LAY-IN

120

CORR.

9'-0"

LAY-IN

128

STORAGE

9'-0"

LAY-IN

130

STOR.

VARIES

SMTH. GYP.

132

STAIRS

OPEN

117

PLOTTERS

9'-0"

LAY-IN

113

WOMEN

H.C.

8'-6"

SMTH. GYP.

110

MEN

H.C.

8'-6"

SMTH. GYP.

107

KITCHEN

9'-0"

LAY-IN

141

CORR.

9'-0"

LAY-IN

142

OFFICE

9'-0"

LAY-IN

143

OFFICE

9'-0"

LAY-IN

140

COPY

9'-0"

LAY-IN

138

OFFICE

9'-0"

LAY-IN

134

JANITOR

9'-0"

LAY-IN

127

COPY

9'-0"

LAY-IN

146

CORRIDOR

9'-0"

LAY-IN

144

OFFICE

2X2 LAY-IN

147

OFFICE

9'-0"

LAY-IN

145

P. TOIL.

8'-6"

SMTH. GYP.

148

P. TOIL.

8'-6"

SMTH. GYP.

149

OFFICE

9'-0"

LAY-IN

150

OFFICE

12'-0"

LAY-IN

151

OFFICE

9'-0"

LAY-IN

152

OFFICE

9'-0"

LAY-IN

154

OFFICE

2X2 LAY-IN

155

P. TOIL.

8'-6"

SMTH. GYP.

153

P. TOIL.

8'-6"

SMTH. GYP.

100

COVERED

ENTRY

14'-3"

STUCCO

115

COVERED

ENTRY

14'-3"

STUCCO

+ CLG. AT

9'-0" A.F.F.SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F.

SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F.+ CLG. AT

9'-0" A.F.F.

+ CLG. AT

12'-11" A.F.F.

SMOOTH GYP. BD.

SOFFIT AT 8'-6" A.F.F.

137

OFFICE

9'-0"

LAY-IN

135

OFFICE

9'-0"

LAY-IN

133

OFFICE

9'-0"

LAY-IN

129

OFFICE

9'-0"

LAY-IN

SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F.

SMOOTH GYP. BD. SOFFIT

AT 8'-6" A.F.F. TYP.

126

CORRIDOR

9'-0"

LAY-IN

SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F.

+ CLG. AT

9'-0" A.F.F.

SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F.

SMOOTH

GYP. BD.

SOFFIT AT

8'-6" A.F.F.

TYP.

139

MEN

H.C.

8'-6"

SMTH. GYP.

136

WOMEN

H.C.

8'-6"

SMTH. GYP

FOLDING WALL

TRACK

SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F.

SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F.

SMOOTH GYP. BD.

SOFFIT AT 8'-6" A.F.F.

+ CLG. AT

12'-11" A.F.F.

+ CLG. AT

12'-11" A.F.F.

SMOOTH GYP.

BD. SOFFIT AT

8'-6" A.F.F. TYP.

SMOOTH GYP. BD.

SOFFIT AT 8'-6" A.F.F.

100x10

0 CLG. MOUNTED

PROJECTION SCREEN

SMOOTH GYP. BD.

SOFFIT AT 11'-0" A.F.F.

SMOOTH GYP. BD.

SOFFIT AT 11'-0" A.F.F.

1'-4

"

1'-4"1'-4"

1'-4"

1'-4

"

1'-4"

1'-0

"1'-0

"

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161400

8/20/17

SCM

SCM

A13

CORPORATE

OFFICES

VALLENCOURT

GREEN COVE SPRINGS

FLORIDA