ADJ

ABV

ADDL

AFF

ADD

ABOVE FINISH FLOORADJACENTADDITIONALADDENDUMABOVE

ARCHAPPROXALUM

ARCHITECT(URAL)APPROXIMATELYALUMINUM

BOTTBMBLKGBLDG

BDAUTOACT

BOTTOMBEAM

BUILDINGBLOCKING

BOARDAUTOMATICACOUSTICAL CEILING TILE

CONTCONSTCONCCOLCOCMUCLRCIP

CONTINUOUSCONSTRUCTION

CLEANOUT

CAST IN PLACE

CONCRETECOLUMN

CONCRETE MASONRY UNITCLEAR

DIAMETERDIA

DWGEA

DTL

DIM

DRAWINGEACH

DETAIL

DIMENSION

DEMOCJ CONTROL JOINT

DEMOLITION

EXISTINGEXISTEXT EXTERIOR

EJ

ELEVEWC

ELECEJC

EXPANSION JOINT

ELECTRIC(AL)ELEVATORELECTRIC WATER COOLER

EXPANSION JOINT COVER

GCGALVGAFTFHCFECFEBFD FLOOR DRAIN

FIRE EXTINGUISHER & BRACKET

GAUGEFOOT

GENERAL CONTRACTORGALVANIZED

FIRE HOSE & CABINETFIRE EXTINGUISHER CABINET

GYPSUM WALLBOARDGYP BDGYP GYPSUM

PSI POUNDS PER SQUARE INCHPOLYVINYL CHLORIDE

RIGHT HANDREFER(ENCE)

SIMILAR

STEELSTANDARDSTAINLESS STEELSPECIFICATION

ROUGH OPENING

VERTICAL

TELEVISION

WITHVINYL WALL COVERING

WITHOUT

STORAGETOP OF STEEL

STOR

VWCW/W/O

TOSTV

VERT

TYP

VCT

TYPICAL

VINYL COMPOSITION TILE

RO

SPECSIM

STLSTDSS

PVC

RHREFRD ROOF DRAIN

INT INTERIOR

JOINTLAVATORY

INVERT

LEFT HAND

MECHANICAL

METAL

MINIMUM

MAXIMUM

OVERHEAD

NOT TO SCALEON CENTER

NOMINAL

NOT IN CONTRACT

PLATE

POUNDS PER SQUARE FOOTPLYWOOD

ORIENTED STRAND BOARD

PLASTIC LAMINATE

OSBPLPLAM

PSFPLYWD

NOMNONIC

OH

NTSOC

NUMBER

MAXMECH

MFR

MISCMTL

MINMISCELLANEOUS

MANUFACTURER

INVJTLAVLH

INSIDE DIAMETERINFORMATION

IDINFO

HOR HORIZONTAL

WOODWD

ABBREVIATIONS

BOD BOTTOM OF DECK

BK BRICK

DS DOWNSPOUTDOCS DOCUMENTS

OWNER FURNISHED CONTRACTOR INSTALLEDOFCIOWNER FURNISHED OWNER INSTALLEDOFOI

OPPOSITE HANDOPH

UNO UNLESS NOTED OTHERWISE

SEALED CONCRETES CONC

BRICK

CONCRETE

CONCRETE MASONRY UNIT

EARTH

GLASS

GYPSUM WALLBOARD

LOOSE / BATT INSULATION

METAL

PLYWOOD

RIGID INSULATION

WOOD BLOCKING

FINISH WOOD

MATERIAL LEGEND

CAST STONE

A

7A1.7

A

A100

ENLARGED PLAN/DETAIL REFENCE

SYMBOLS

0A-000

0A1.2

BUILDING SECTION REFERENCE

INTERIOR ELEVATION REFERENCE

RESTROOM ACCESSORYREFER TO SHEET A1.1FOR SCHEDULE

WINDOW TYPEREFER TO SHEET A7.1 FORADDITIONAL INFORMATION

DOOR NUMBERREFER TO SHEET A7.1 FORADDITIONAL INFORMATION

P1MATERIAL REFERENCEREFER TO SHEET A8.1FOR SCHEDULE

14WALL TYPEREFER TO SHEET A1.1 FORADDITIONAL INFORMATION

PROJECT LOCATION: 201 N. Madison Avenue Beeville, Texas 78102

Beeville, Texas

PROJECTLOCATION

U.S. HIGHWAY 59

N. WASHING

TON ST.

AT

TS

XETE FO

SA

PATRIC

K

OHRT

21195

REG

IS

TERED ARCHITEC

T

DEAN

DATE ISSUED:

PROJECT NUMBER:

SHEET NUMBER

Final Plans for Bidding andConstruction

1

A

SHEET NAME

PLANNORTH

TRUENORTH

2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

E

F

G

H

J

K

L

PATRICK OHRTREGISTERED ARCHITECTREGISTRATION NO. 21195STATE OF TEXAS

C:\R

evit

Loca

l File

s\C

BD

-A16

_pat

rick.

rvt

3/18

/201

7 1:

52:1

0 PM

201

N. M

adis

on A

venu

eB

eevi

lle, T

exas

781

02

CO

AST

AL

BEN

D D

ISTI

LLIN

G C

O.

COVER SHEET

G1.1

803-0216

Issue Date

CONSULTANTSNRG ENGINEERING

MEP ENGINEER5656 S. Staples, Suite 360

Corpus Christi, Texas 78413361.852.2727 Voice

Contact: Sean Rodriguez

REM ENGINEERINGSTRUCTURAL ENGINEER

6800 Park Ten Blvd., Suite 239ESan Antonio, Texas 78213

210.320.1199 VoiceContact: Robert Martinez

RAWLEY McCOY AND ASSOCIATESARCHITECTS AND INTERIOR DESIGNERS

1908 N. Laurent St. Suite 540Victoria, Texas 77901361.573.1642 Voice361.573.2114 Fax

Contact: Patrick Ohrt

REPUBLIC ENGINEERING & LAND SURVEYINGCIVIL ENGINEER

2806 N. Navarro, Suite JVictoria, Texas 77901361.574.7085 Voice361.571.3063 Fax

Contact: Jake Helfer

DALKLITA CONSTRUCTION, INCCONSULTING DISTILLERY ARCHITECT

4370 S. BROADWAYEnglewood, Colorado 80113

303.765.1295 Voice303.282.8971 Fax

Contact: Scott Moore

COASTAL BEND DISTILLING CO.

TABLE OF CONTENTSNO. TITLE

ARCHITECTURALA1.1 FLOOR PLAN & ENLARGED FLOOR PLANSA1.2 ROOF PLAN & DETAILSA2.1 PLAN DETAILSA3.1 REFLECTED CEILING PLAN & DETAILSA4.1 EXTERIOR ELEVATIONS & BUILDING SECTIONSA5.1 WALL SECTIONSA5.2 WALL SECTIONSA5.3 WALL SECTIONSA6.1 SECTION & ROOF DETAILSA7.1 DOOR SCHEDULE, DETAILS & WINDOW ELEVATIONSA7.2 DOOR & WINDOW DETAILSA7.3 DOOR DETAILSA8.1 FINISH PLAN & MATERIAL SCHEDULEA9.1 INTERIOR & MILLWORK/ CASEWORK ELEVATIONS

MEP SPECIFICATIONSMEP1.0 ELECTRICAL SPECIFICATIONS

MECHANICALM1.0 MECHANICAL FLOOR PLANM1.1 MECHANICAL SCHEDULESM1.2 MECHANICAL DETAILS

PLUMBINGP1.1 PLUMBING FLOOR PLANP2.1 PLUMBING SCHEDULESP3.1 PLUMBING DETAILSP4.1 PLUMBING DETAILSP5.1 PIPING AND INSTRUMENT DIAGRAMP5.2 PIPING AND INSTRUMENT DIAGRAM

ELECTRICALE0.1 ELECTRICAL SITE PLANE1.1 LIGHTING PLANE2.1 POWER PLANSE3.1 SPECIAL SYSTEMS PLANE4.1 ELECTRICAL SCHEDULESE5.1 ELECTRICAL DETAILS

TABLE OF CONTENTSNO. TITLE

GENERALG1.1 COVER SHEETG1.2 ADA DETAILS AND MOUNTING HEIGHTSG2.1 CODE REVIEWG3.1 ARCHITECTURAL SITE PLAN

DISTILLATIONPR1.1 EQUIPMENT PLAN & SCHEDULEPR1.2 DISTILLERY CODE PLAN & ANALYSISPR1.3 CODE ANNOTATED PROCESS DESCRIPTION (CAPD)PR1.4 CAPD, SHORT INTERVAL PRODUCTION SCHEDULE (SIPS)

AND LFL (LOWER FLAMMABLE LIMIT) CALCULATIONS

CIVILC0.0 COVER SHEETC1.0 EXISTING CONDITIONS/DEMOLITION PLANC2.0 SITE PLANC3.0 UTILITY PLANC4.0 GRADING PLANC5.0 DETAILS

STRUCTURALS1.1 FOUNDATION PLANS1.2 MEZZANINE FRAMING PLANS1.3 SCHEMATIC ROOF FRAMING PLANS2.1 FOUNDATION DETAILSS2.2 FOUNDATION DETAILSS2.3 FOUNDATION DETAILSS3.1 FRAMING DETAILSS4.1 GENERAL NOTES

TDLR# EABPRJB78126181

1

1 ADDENDUM 1 03.18.2017

1

1

FIRE-RESISTANCE REQUIREMENTS

0 HRSTRUCTURAL FRAME

0 HRBEARING WALLS:

0 HREXTERIOR

FLOOR CONSTRUCTION (INCL. SUPPORT BEAMS/JOISTS) 0 HRROOF CONSTRUCTION (INCL. SUPPORT BEAMS/JOISTS) 0 HR

MISCELLANEOUS DETAILED REQUIREMENTS

CORRIDORS (TABLE 1018.1) 1 HR

FIRE WALLS (TABLE 706.4) 3 HR

OCCUPANCY SEPARATIONS:

CEILING HEIGHT FOR MEANS OF EGRESS (SEC 1208.2) 7'-6" MIN

CEILING HEIGHT FOR OCCUPIABLE SPACES AND CORRIDORS(SEC 1208.2)

7'-6" MIN

SAFETY GLAZING MISCELLANEOUS REQUIREMENT SEC 2406

(TABLE 601 AND SECTION 602)

INTERIOR

2 HRNONBEARING WALLS:

0 HR

EXTERIOR

INTERIOR

LESS THAN 5'BETWEEN 5' & 10'BETWEEN 10' & 30'

GREATER THAN 30'

1 HR0 HR

0 HR

FOR GENERAL BUILDING ELEMENTS:

FOR SPECIFIC BUILDING ELEMENTS:

FIRE PARTITIONS (SEC 709) 1 HR

90 MIN

DOOR RATING (TABLE 715.4)

45 MIN 0 MIN

0 MIN

3 HR

20 MIN

STAIRS (SEC 1009.2) 6'-8" MIN

SEPARATED OCCUPANCIES (TAB 508.4)

A-2, ASSEMBLY / H-3, HIGH HAZARD 2 HR

20 MIN

BEEVILLE, TEXAS

COASTAL BEND DISTILLING CO.PROJECT

LOCATION

BUILDING HEIGHT ONE STORY

TYPE V-B

A-2 2,954 SFH-3 5,141 SFtotal 8,095 SF

FLOOR AREA SUMMARY

PROJECT GENERAL INFORMATION:

CODE REVIEW: IBC 2009

TYPE OF CONSTRUCTION (TAB 503/601)

BUILDING AREA AND HEIGHT LIMITATIONS (TABLE 503)

PRIMARY OCCUPANCY ASSEMBLY "A-2" (SEC. 303.1)

YESAUTOMATIC SPRINKLER SYSTEM

GROUP H-3 OCCUPANCY 5,000 AREA / 40 FT HGT / 1 STORY HEIGHT

MAXIMUM ALLOWABLE AREA INCREASES APPLICABLE - 75% FOR FRONTAGE INCREASE (SEC 506.2)APPLICABLE A-2 - 300% FOR AUTOMATIC SPRINKLER SYSTEM

1 STORY (SEC 506.3)

Aa = 6,000 + 2,820 + 18,000Aa = At +

TOTAL MAXIMUM ALLOWABLE AREA EQUATION (506.1):

TOTAL MAXIMUM ALLOWABLE AREA : Aa = 26,820 SF PER FLOOR

At x IsAt x If + 6,000 x 0.47Aa = 6,000 + + 6,000 x 3

A-2 OCCUPANCIES

SECONDARY OCCUPANCY HIGH HAZARD "H-3" (SEC. 307.5)

Aa = 5,000 + 2,350 + 0Aa = At +

TOTAL MAXIMUM ALLOWABLE AREA EQUATION (506.1):

TOTAL MAXIMUM ALLOWABLE AREA : Aa = 7,350 SF PER FLOOR

At x IsAt x If + 5,000 x .47Aa = 5,000 + + 5,000 x 0

H-3 OCCUPANCIES USED FOR CALCUALTIONS

Aa = 2,954 / 26,820= 0.12

A-2 ALLOWABLE AREA RATIO (508.4.2):

H-3 = 5,141 / 7,350= 0.70

H-3 ALLOWABLE AREA RATIO (508.4.2):

TOTAL ALLOWABLE AREA RATIO (508.4.2): = 0.70 (H-3) + 0.12 (A-2)= 0.82 < 1

GROUP A-2 OCCUPANCY 6,000 AREA / 60 FT HGT / 2 STORY HEIGHT(504.2 INCREASE HEIGHT BY 20' AND 1 STOREY FORFULLY SPRINKLERED BUILDING)

H-3 OCCUPANCIESSEPARATED MIXED USE (508.4)

BETWEEN 10' & 30' (H-3) 1 HR 0 MIN

1

ASSEMBLY "A-2"95 OCCUPANTS2 EXITS REQUIRED : 3 EXITS PROVIDED19" REQUIRED : 132.8" PROVIDED

OCCUPANCY TOTAL

HIGH HAZARD "H-3"55 OCCUPANTS3 EXITS REQUIRED : 3 EXITS PROVIDED11" REQUIRED : 99.6" PROVIDED

1

TOTAL FIXTURES 33

1

1

1

3

5

2

PLUMBING COUNT

REQUIRED 1; PROVIDED 2

TLTS 1:40

150

75

ASSEMBLY (A-2)

75

URINALS-67%

1:100 EWC's

PROVIDED

TYPE OF OCCUPANCY:

TOTAL No OCCUPANTS:

1

2

1

No OF MALES: No OF FEMALES:

1

[1]

(1 FOR # OF FIXTURES >6)UNISEX REQUIREMENTS (1109.2.1):

REQD REQD PROVIDED

N/A REQUIRED; N/A PROVIDED

TLTS 1:40

3

LAVS 1:75 LAVS 1:75

56

TASTING ROOM100

7

GIFT SHOP120

1

STORAGE105

2

OFFICE108

26

MEETING ROOM130

1

CATERING131

0

MEN103

0

WOMEN104

1

BOILER ROOM154

52

PROCESSING150

1

JAN153

0

TOILET152

1

LAB151

2

BAR101

HANDICAP/DISABLEDPARKING SPACE SIGNAGE

HANDICAP/DISABLEDPARKING SPACE

1

IT107

1

ELEC.106

1 332 OCC. MAX.97 ACTUAL

222

6 O

CC

. MA

X.43

AC

TUAL

BOTT

LIN

G

MASH &FERMENTATION

TANKS

STILL

WATERTANK

TREN

CH

DR

AIN

137'

AC

TUA

L <

250'

MAX

53' ACTUAL < 150' MAX

92' ACTUAL < 150' MAX

SMOKE RATED LID

ACCESSIBLE PATH

ACC

ESSI

BLE

PATH

FEC 'B'REF A1/A8.1

FEC 'A'REF A1/A8.1

KNOXBOX

2

22

NON-RATEDRATED LID

NON-RATEDRATED LID

FEC 'A'REF A1/A8.1

FEC 'A'REF A1/A8.1

69' A

CTU

AL

< 15

0' M

AX

2

1

1

1-HRUL No U465 AT STUD CONSTRNCMA-TEK 7-1A -FIRE RESISTANCE (2001) AT CMU CONSTR

2-HRUL No U411 AT STUD CONSTRNCMA-TEK 7-1A -FIRE RESISTANCE (2001) AT CMU CONSTRUL No U905 AT CMU CONSTR

NON-RATED WALL TO DECK(NON-RATED OPENINGS)

WALL TO DECK RATING LEGEND

NOTES:

1. ALL WALLS ARE NON-RATED WALL TO BOTTOM OF DECK (UON).

2. ALL NON-LOADBEARING CMU WALLS SPAN VERTICALLY (UON).

3. ALL COLUMN ENCLOSURES SHALL BE THE SAME HEIGHT AS THE ADJACENTWALL (UON).

4. BRACE ALL WALLS TO STRUC ABOVE AS NOTED IN WALL BRACING NOTES ANDWALL TERMINATION DETAILS ON SHEET A003.

5. REFER TO WALL TYPES, SHEET A1.1 & WALL CONSTRUCTION AND RATEDASSEMBLY UL NOS., SHEET A1.1, TYP.

6. FIRE RATING OF ANY "EXTERIOR" LOAD BEARING WALLS SHALL CONTINUE FORA MIN OF 30" BELOW ROOF LINES AT STEPPED BUILDING LOCATIONS, SUCH SAMEWALL BELOW SUCH POINT IS AN "INTERIOR" LOAD BEARING WALL AND FIRERATED ACCORDING TO "INTERIOR" LOAD BEARING WALLS.

7. MARKING OF FIRE RATED & SMOKE STOP PARTITIONS: PERMANENTLY MARKALL SMOKE BARRIERS, FIRE PARTITIONS, SHAFT ENCLOSURES, FIRE BARRIERSABOVE CEILINGS AS FOLLOWS: "FIRE AND SMOKE BARRIER-PROTECT ALLOPENINGS". LETTERS SHALL BE MINIMUM 2 1/2" IN HEIGHT AND PAINTED RED.PROVIDE ONE TIME PER STRUCTURAL BAY.

SMOKE PARTITION

WALL TO DECK

VARIABLE WALL HEIGHT

WALL TO DECK

VARIABLE WALL HEIGHT

1

1

1

EGRESS REQUIREMENTS: IBC 2009OCCUPANCY LOADS:

ASSEMBLY W/OUT FIXED SEATS:

STANDING SPACE

BUSINESS AREAS

CONCENTRATED (CHAIRS ONLY)

UNCONCENTRATED (TABLES AND CHAIRS)

100 GROSS

7 NET5 NET15 NET

SHOPS AND VOCATIONAL ROOMS 50 NET

ACCESSORY STORAGE AREAS, MECH. EQUIPMENT ROOMS 300 GROSS

FUNCTION OF SPACE: SQ. FT PER OCCUPANT:

REQUIRED EGRESS WIDTH:

(TABLE 1004.1.2)

MINIMUM CORRIDOR WIDTH (TABLE 1018.2)

MAXIMUM TRAVEL DISTANCE TO AN EXIT (TAB 1016.1)

EXITS THROUGH ADJOINING ROOMS (1014.2)

MAXIMUM LENGTH OF DEAD END CORRIDORS (1018.4, EXC 2 & 3)

PERMITTED AT ACCESSORY, NON-HI-HAZARD ROOMS W/A DECERNABLE PATH OF TRAVEL PROVIDED; NOTPERMITTED THROUGH KITCHENS, STORAGE, OR SIMILAR

20' OR 2.5 TIMES THE MIN. WIDTH OF THE DEAD END CORR.

200' - W/O AUTO FIRE SUPPRESSION

44" MIN OR .2" PER OCCUPANT WHICHEVER IS GRATER

COMMON PATH OF TRAVEL (TAB 1014.3)

MINIMUM STAIR WIDTH (TABLE 1005.3.1, EXC) 44" MIN OR .3" PER OCCUPANT WHICHEVER IS GRATER

75' (W/O SPRINKLER SYSTEM)OCCUPANCY A, E, M, U100' (W/ SPRINKLER SYSTEM)

72" MIN (EDUCATIONAL WITH OCCUPANCY 100 OR MORE)

250' - W/ AUTO FIRE SUPPRESSION

50' IN GROUP 'B' & 'E' OCC. W/ AUTO FIRE SUPPRESSION

OCCUPANCY B, F, S

OCCUPANCY A, B, E, F-1, M, R, S-1

300' - W/O AUTO FIRE SUPPRESSIONOCCUPANCY BOCCUPANCY A, E, F-1, M, R, S-1

INDUSTRIAL 100 GROSS

1

150' - W/ AUTO FIRE SUPPRESSIONOCCUPANCY H-31

20' IN GROUP 'H'

25' (W/ SPRINKLER SYSTEM)OCCUPANCY H-31

AT

TS

XETE FO

SA

PATRIC

K

OHRT

21195

REG

IS

TERED ARCHITEC

T

DEAN

DATE ISSUED:

PROJECT NUMBER:

SHEET NUMBER

Final Plans for Bidding andConstruction

1

A

SHEET NAME

PLANNORTH

TRUENORTH

2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

E

F

G

H

J

K

L

PATRICK OHRTREGISTERED ARCHITECTREGISTRATION NO. 21195STATE OF TEXAS

C:\R

evit

Loca

l File

s\C

BD

-A16

_pat

rick.

rvt

3/18

/201

7 1:

52:1

3 PM

201

N. M

adis

on A

venu

eB

eevi

lle, T

exas

781

02

CO

AST

AL

BEN

D D

ISTI

LLIN

G C

O.

CODE REVIEW

G2.1

803-0216

Issue Date

EGRESS LEGENDTYPE DESCRIPTION COUNT

1 PAIR 3'-0" DOORS (66.4" CLR.) AT .2"/PERSON = 332 PERSONS 12 3'-0" DOORS (33.2" CLR.) AT .2"/PERSON = 166 PERSONS 5

1/8" = 1'-0"CODE REVIEW PLANA1

1 ADDENDUM 1 03.18.2017

MAIN ENTRY,REFER CIVIL

COASTAL BEND DISTILLING8,000 SF

PARKING LOT,REFER CIVIL

W. BOWIE ST.

W. HEFFERMAN ST.

N. M

ADIS

ON

AVE

.

PRO

PER

TY L

INE

EXISTING BUILDING TO REMAIN(NOT IN CONTRACT)

G3.1A5

LIMIT OF CONSTRUCTION

LIMIT OF CONSTRUCTION

LIM

IT O

F C

ON

STR

UC

TIO

N

LIM

IT O

F C

ON

STR

UC

TIO

N

LIM

IT O

F C

ON

STR

UC

TIO

N

PRO

PER

TY L

INE

BOLLARD, REFERTO F5/G3.1 FORTYPICAL LAYOUT

CHAIN LINK FENCE/GATE,REFER CIVIL

WOOD PRIVACYFENCE, REFERH1/G3.1

DECORATIVE STEEL FENCEBASIS OF DESIGN:

AMERISTARMONTAGE COMMERCIAL ORNAMENTAL STEEL FENCEMAJESTIC STYLE 6' TALL

8'-8"

8'-8

"

CH

AIN

LIN

K F

EN

CE,

REF

ER C

IVIL

DECORATIVE STEEL FENCE

DECORATIVE STEELFENCE WITHLOCKABLE GATES,PR 6'-0" WIDEOPENING

1

6"

3'-0

"4'

-0"

SLOPEDGROUT CAP

6" DIA GALVSTL PIPE

(PNT)

CONCRETEFOOTING (3000 PSI)

SLOPE TO DRAIN ATEXTERIOR

PAVING

2'-0" DIA

F

3

2

2'-2

"6'

-10"

9'-0

"6'

-10"

2'-2

"

8'-5 1/2"

TASTING ROOM100

MEETING ROOM130

GIFT SHOP120

A1A4.1

-1"0"

COLUMN, REFERA1/G3.1 AND D1/G3.1,REFER STRUC.

100

A2

A3

A3

36

36

7'-5

"8"

DIM

. MAY

VAR

Y

2" 2"

1" CHAMFER

3x4 STL TUBE,REF. STRUCT.

CONC. BASE WITHRUBBED CONC. FINISH

PAINT AS SPEC.

1'-4"

LEVEL 1

STL. BASE PLATE,REF. STRUCT.

4x6 STL TUBE,REF. STRUCT.

3"-

COORDINATEOVERHANG WITHROOF PURLIN

NOTE: ALL WELDSGROUND SMOOTH

8" 8"

1'-4"

8"8"

1'-4

"

1" CHAMFER

D1G3.1

3x4 STL TUBE,REF. STRUCT.

STL. BASE PLATE,REF. STRUCT.

CONC. BASE WITHRUBBED CONC. FINISH

2"2"

A

1'-0" 1'-0"

ALIGN ALIGN

BOLLARD

OCD FRAME,REFER DOORSCHED.

MTL.WALLPANEL

SLABEDGEBELOW

3'-0

"6'

-0"

2"

6'-6

"

2 7/8" GALVPIPEWITH CAP

2"X4" CONT.RAIL1"X6"PICKETS

CONCRETEBASE

2 7/8" GALV PIPEWITH CAP

2"X4" CONT. RAIL

1"X6" PICKETS

CONCRETE BASE

8'-0" TYPICAL

NOTE:1. ALL WOOD TO BE PRESSURE TREATED2. ALL METAL TO BE GALVANIZED3. GATE TO BE PR 3'-0" WIDE (6'-0" OPENING) WITH 6"x6" ZINCPLATED HEAVY DUTY TEE HINGES

AT

TS

XETE FO

SA

PATRIC

K

OHRT

21195

REG

IS

TERED ARCHITEC

T

DEAN

DATE ISSUED:

PROJECT NUMBER:

SHEET NUMBER

Final Plans for Bidding andConstruction

1

A

SHEET NAME

PLANNORTH

TRUENORTH

2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

E

F

G

H

J

K

L

PATRICK OHRTREGISTERED ARCHITECTREGISTRATION NO. 21195STATE OF TEXAS

C:\R

evit

Loca

l File

s\C

BD

-A16

_pat

rick.

rvt

3/18

/201

7 1:

52:1

9 PM

201

N. M

adis

on A

venu

eB

eevi

lle, T

exas

781

02

CO

AST

AL

BEN

D D

ISTI

LLIN

G C

O.

ARCHITECTURALSITE PLAN

G3.1

803-0216

Issue Date

1" = 20'-0"ARCHITECTURAL SITE PLANA8

3/4" = 1'-0"BOLLARD DETAILH5

1/4" = 1'-0"ENLARGED PLANA5

1 1/2" = 1'-0"SECTION DETAILD1

1 1/2" = 1'-0"PLAN DETAILA1

1 1/2" = 1'-0"BOLLARD PLANF5

1/2" = 1'-0"WOOD FENCEH1

1

1 ADDENDUM 1 03.18.2017