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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
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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
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rvt
3/18
/201
7 1:
52:1
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201
N. M
adis
on A
venu
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781
02
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BEN
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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
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