Pages 14-24.pdf

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05l101_339673.dgn 6/30/2008 6:09:05 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

1"=20’-0"

N

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

L-101

0 20 40 80

1"=20’-0"

LANDSCAPE SITE PLAN

S BARBERS BARBER

LANDSCAPE NOTES:

SYMBOL

PLANT LEGEND

COMMON NAMEABBR.

SOD

Live OakQV

JH

QV

RH

JH

RH

JH

LI

LI

LI

QV

LF

LI Crape Myrtle

RH Needle Palm

Horizontal Juniper

Texas Sage

LI

QV

LF

LF

Bahia

L

IM

IT

S

O F

C O

N S

T R

U C

T

IO

N

L

IM

IT

S

O F

C O

N S

T R

U C

T

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

RAISED

PLANTER

RAISED

PLANTER

SOD

LIMITS OF CONSTRUCTION

L

IM

IT

S

O F

C O

N S

T R

U C

T

IO

N

EXISTING

POWER POLE

SOD

(BASE

BID)

SOD

(BASE

BID)

SOD

(BASE

BID)

SOD

(BASE

BID)

SOD

(BASE

BID)

SOD

(BASE

BID)

SOD

(BASE

BID)

SOD

(BASE

BID)

SOD

(BASE

BID)

GRAVEL MULCH

(SEE NOTE 14

THIS SHEET)

GRAVEL MULCH

(SEE NOTE 14

THIS SHEET)

SOD

(BASE

BID)

EXISTING

SOD

FWJH059032

FEBRUARY 2008

LANDSCAPE SITE PLAN

HYDROMULCH

(BASE BID)

Hydromulch

1. ALL PLANT MATERIAL SHALL MEET TXDOT SPECIFICATIONS OR BETTER.

2. CONTRACTOR SHALL FAMILIARIZE HIMSELF OR HERSELF WITH THE LOCATION OF, AVOID AND PROTECT UTILITY LINES, BURIED CABLES, AND OTHER UTILITIES.

3. TREES, PALMS, ACCENTS AND BEDLINES ARE TO BE LOCATED IN THE FIELD AND APPROVED BY THE CONTRACTING OFFICER

PRIOR TO INSTALLATION.

4. PLANTING SOIL SHALL BE A TOPSOIL MIX, FREE OF CLAY, STONES, ROCKS OR OTHER FOREIGN MATTER. ANY BACKFILL

SHALL BE APPROVED BY THE CONTRACTING OFFICER. ALL PLANTING BEDS SHALL BE BACKFILLED WITH TOPSOIL

TO A DEPTH OF 6" THROUGHOUT. THE CONTRACTOR SHALL CALCULATE AND SUBMIT AN ITEMIZED PRICE FOR THIS BED

PREPARATION FOR ALL PLANTING BEDS. ALL PLANTING AREAS ADJACENT TO BUILDING FOUNDATIONS SHALL HAVE ALL

ROCKS, DEBRIS, ETC., REMOVED TO A DEPTH OF 24" AND WIDTH OF THE PLANTING BED.

5. ALL PLANTING BEDS SHALL BE MULCHED TO A DEPTH OF 3" WITH AN APPROVED RECYCLED MULCH OR APPROVED EQUAL.

SEE SPECIFICATIONS.

6. SOD SHALL BE ARGINTINE BAHIA STRONGLY ROOTED, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE.

CONTRACTOR SHALL SOD ALL AREAS AS INDICATED ON THE PLAN OR AS DIRECTED. PAYMENT SHALL BE PER THE TOTAL

SODDED AREA X THE UNIT PRICE SUBMITTED (FIELD VERIFIED)

7. SOD SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AS DEFINED BY TX.D.O.T.

8. ALL TREES & PALMS SHALL CARRY A 1-YEAR WARRANTY AND ALL SHRUBS & GROUNDCOVERS A 6-MONTH WARRANTY FROM THE

DATE OF FINAL ACCEPTANCE.

9. ALL TREES AND PALMS SHALL BE STAKED PER DETAIL OR OTHER PRE APPROVED AND ACCEPTED STANDARD.

10. THE PLANT LIST IS INTENDED ONLY AS AN AID TO BIDDING. ANY DISCREPANCIES FOUND BETWEEN THE QUANTITIES ON THE

PLAN AND PLANT LIST, THE QUANTITIES ON THE PLAN SHALL BE HELD VALID.

11. CONTRACTOR SHALL PROVIDE A WATER TRUCK DURING PLANTING AND INSURE PROPER WATERING-IN DURING THE 90 DAY

ESTABLISHMENT PERIOD AFTER INSTALLATION OF LANDSCAPE MATERIALS.

12. ALL TREES AND PLANT MATERIAL TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL INSTALL

PROTECTIVE BARRIES SUCH AS "TENAX" ORANGE SAFETY FENCING OR SIMILAR, TO BE INSTALLED AT THE BEGINNING OF

THE PROJECT. BARRIERS SHALL BE LOCATED TO INCLUDE THE DRIP LINE OF THE TREES, PALMS AND PLANT MATERIAL. THE

CONTRACTOR SHALL TAKE EXTRA CAUTION TO PREVENT ANY DAMAGE TO THE TRUNK, ROOT ZONES AND GRADE.

13. EXISTING TREES TO REMAIN SHALL BE TRIMMED PER ANSI-300 STANDARDS. SUPERVISION OF THE TRIMMING SHALL BE PER-

FORMED BY A CERTIFIED ARBORIST TO INSURE QUALITY WORK.

14. GRAVEL AREA SHALL BE 3" OF #2 CRUSHED, LIGHT COLORED, LOCALLY AVAILABLE STONE. CONTRACTOR SHALL SELECT

AND SUBMIT A SAMPLE FOR REVIEW AND APPROVAL BY CONTRACTING BASE OFFICER.

15. HYDROSEED/ HYDROMULCH PERFORMANCE SPECIFICATION:

CONTRACTOR SHALL PROVIDE HYDROSEED/ HYDROMULCH IN DESIGNATED AREAS SHOWN ON THE LANDSCAPE PLAN.

CONTRACTOR SHALL SUBMIT A WRITTEN PLAN INCLUDING SOIL PREPARATION PROCEDURES, MATERIALS LIST, MIXTURE RATIO

AND TIME SCHEDULE FOR APPLICATION TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO APPLICATION.

CONTRACTOR SHALL UTILIZE BAHIA SEED, APPLY NECESSARY WATERING AND GUARANTEE A FULLY ESTABLISHED LAWN

PRIOR TO THE END OF THE PROJECT WARRANTY PERIOD.

DIRECTIONS

EARTH SAUCER 6" HIGH

FOLD BACK TOP OF

BURLAP

PIT SIZE SHOULD BE 12" WIDER

STRONG CENTRAL

LEADER

SEE KIT INSTRUCTIONS.

WRAP ARBOR TAPE AROUND BOTTOM

BRANCHES & LOCK WITH HITCH LOOP.

SCARIFY BOTTOM & SIDES

OF PIT W/ PICK

ARROWHEAD ANCHOR

TM

SOIL, AS SPECIFIED

FINISHED GRADE

TM

DO NOT REMOVE MOST END TWIGS/

SPRAY W/AN ANTITRANSPIRANT

SPECIFIC PLANT.

BY THINNING FROM THE INSIDE.

REDUCE FOLIAGE BY 25%,

BRANCHES & TWIGS TO

REMOVING ENOUGH WHOLE

HAND PRUNE FIRST,

NTS

TYPICAL TREE PLANTING DETAIL

ARBORTAPE ECONOMY

SYSTEM GUYLINE WITH

FASTENING KNOT BY

STAKING SYSTEMS, INC.

1-888-782-5346

OR APPROVED EQUAL

BACKFILL AS SPECIFIED

THAN ROOTBALL (MIN) IN ALL

M

IN

3" MULCH, AS SPECIFIED,

MAINTAIN A 2" CLEAR

ZONE TO TRUNK

SAME GRADE AS NURSERY

MAINTAIN THE NATURAL FORM OF THE

AFTER PRUNING & PRIOR TO DIGGING

BUDS. STRUCTURAL PRUNE IF NEEDED.

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

S BARBER

T MARTIN

L-501

S BARBER

LANDSCAPE DETAILS

SHRUB

3" MULCH, AS SPEC.,

PLACED AFTER SETTLEMENT,

MAINTAIN 3" CLEAR ZONE TO

PLANT TRUNK OR STEM.

HARDSCAPE

SOD

ROOT BALL

AS SPECIFIED

GROUNDCOVER

3"

SOD

SPECIFIED FERTILIZER PER

MANUFACTURE’S SPECIFICATIONS

2X ROOT BALL WIDTH

1 1/2"

TOP SOIL, AS SPECIFIED

AROUND ROOT BALL

KEY

A.S. = AS SHOWN

B&B = BALLED AND BURLAPPED

CAL = CALIPER

CT = CLEAR TRUNK

DBLS = DOUBLES

FG = FIELD GROWN

FTB = FULL TO BASE

GAL = GALLON

HT = HEIGHT

ML = MULTIPLE

OA = OVERALL

O.C. = ON CENTER

SPR = SPREAD

CONT. = CONTAINER

CW = CLEAR WOOD

GW = GRAY WOOD

6" TOP SOIL,

2" TOPSOIL, AS SPECIFIED

FOR ALL SOD AREAS.

* NATIVE

NOTE: ALL SPECIFICATIONS ARE MINIMUM. ALL SPECIFICATIONS SHALL BE MET OR EXCEEDED.

DBH = DIAMETER BREAST HEIGHT

SPREAD

HEIGHT

PLANT SCHEDULE

SYMBOL ABBR. QTY. NATIVE BOTANICAL NAME COMMON NAME

Quercus virginiana Live OakY

N4

TREES

PALMS

SHRUBS

GROUND COVER

NSOD Solid Sod

SPECIFICATIONS

(SEE NOTES BELOW)

VERIFY

IN FIELD

QV*

N9 Crape Myrtle

YTYPICAL SHRUB PLANTING DETAIL

SEE PLANT SCHEDULE

1/2 Plant Spacing

36" MIN.

WALL

SIDEWALK

TWO FOOT (2’) SPACING FOR ALL HEDGES EXCEPT WHERE CITY CODE

REQUIRES PLANTS TO BE TOUCHING TO FORM A CONTINUOUS VISUAL

SCREEN AROUND SITE UTILITIES AND PARKING LOT PERIMETERS

PLANT SPACING DETAIL

NTS

JH N

QUANTITIES ON PLANT LIST ARE A COURTESY ONLY. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANTING PLANS. WHEN

DISCREPANCIES OCCUR BETWEEN PLANT LIST AND PLANTING PLANS, THE PLANS ARE TO OVERRIDE THE PLANT LIST IN ALL CASES. CONTRACTOR IS

RESPONSIBLE FOR CONFIRMING SOD QUANTITIES AND CERTIFYING SUCH TO THE OWNER OR HIS REPRESENTATIVE.

LI Lagerstroemia indica (Red)

Needle PalmRhapidophyllum hystrixRH

28 Leucophyllum frutescens Texas Sage

Junipenus horizontalis Horizontal Juniper

Argentine Bahia

6’ - 8’ OA, MULTI-STEM

16’ OA, 8’ SPR., 6" CAL.

SPACE AS SHOWN

3 GAL, 18" X 18", 24" OC.

1 GAL, 12" X 12", 24" OC.

LF*

Paspalum notatum

2’

15 GAL, SPACE AS SHOWN

N Solid Sod

VERIFY

IN FIELD

Argentine BahiaPaspalum notatum

SOD - BID

OPTION #2

FWJH059032

JUNE 2008

LANDSCAPE

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05l501_339673.dgn 6/30/2008 6:09:36 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

ARCHITECTURAL

LEGENDS AND GENERAL NOTES

A-001

LOBBY

ABBREVIATIONS

SHEET NO. WHERE

GROUPINGS ARE FOUND

ELEVATED

SIDE OF ROOM

AREA COVERED

BY DETAIL

DWG WHERE

SPACE ELEVATED

GROUPING OF INTERIOR

DETAIL IS SHOWN

DWG. WHERE

DETAIL IS SHOWN

DETAIL NUMBER

STORAGE

FH

FIN

FF

FLR

EXT

FFE

FE

FHC

FD

EQUIP

EXP

EXP

EWC

EJ

D.I.P.

DS

DET

DIM.

DIA

CONST

CI

CT

CONTR

LEGEND OF SYMBOLS

PVC

FIRE HYDRANT

FINISH

FLOOR

FINISH FLOOR

POWER POLE

POLYVINYL CHLORIDE

FIRE EXTINGUISHERS LOCATION,

DIRECTION OF

VIEW FOR

SECTION CUT

SECTION NUMBER

EACH

N.I.C./NIC

OPP

PT

PTN

PNL

PR

PJF

PTD

EXTERIOR

FIRST FLOOR ELEVATION

FIRE HOSE CABINET

FIRE EXTINGUISHER

FLOOR DRAIN

EQUAL

EQUIPMENT

EXPANSION JOINT

EXPANSION/EXPOSED

ELECTRIC WATER COOLER

ELECTRICAL BOX/ELECTRIC

EXPOSED

ELEVATION

PRESSURE TREATED

PREFABRICATED

PREMOLDED JOINT FILLER

PARTITION

PLASTIC LAMINATE

PAINTED

PAIR

PLATE

PANEL

OPENING

OPPOSITE

NUMBER

NOT IN CONTRACT

LP

JAN

JT

LPT

LTG

MAX

MFR

MTL

MIN

MTD

MR

DUCTILE IRON PIPE

DOWNSPOUT

DIMENSION

DIAMETER

DETAIL

CONSTRUCTION

CURB INLET

CERAMIC TILE

CONTINUOUS

CONCRETE

CONTRACTOR

CONFERENCE

MANUFACTURER

MECHANICAL

MOUNTED

MOISTURE RESISTANT

MASONRY OPENING

MISCELLANEOUS

MINIMUM

METAL

LIGHT POLE

MAXIMUM

MATERIAL

LIGHTING

LOW POINT

JANITOR

JOINT

VINYLVIN

WATER RESISTANT

WV

WM WATER METER

WATER VALVE

W/

WIN

W/O

WITH

WINDOW

WITHOUT

WOOD

VESTIBULE

VERTICAL

TILE COUNCIL OF AMERICA

UNDERCOUNTER REFRIGERATOR

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

UCR

VCT

TRANS

TELEPHONE BOX

TRANSFORMER

TYPICAL

SWR

T.C.A.

TEL

SW

SHOWER

TOP OF BEAM

TELEPHONE

SIDE WALK

SUSPENDED

STRUCTURAL

AFF

L

CLG

C

CLR

CMU

CJ

CAB

ACT

ABV

ADJ

ABOVE FINISH FLOOR

GLASS

HC

GI

HS

HP

HM

HVAC

INSUL

GYP

GWB

CONCRETE MASONRY UNIT

CEILING

CENTER LINE

CLEAR

CABINET

CONTROL JOINT

ACOUSTICAL CEILING TILE

BOTTOM

BUILDING

BOARD

ANODIZED

ALUMINUM

ARCHITECTURAL

HIGH POINT

INSULATION

HOLLOW METAL

& AIR CONDITIONING

HEATING, VENTILATING,

HEIGHT

HANDICAP

GRATE INLET

HARDWARE SET

HORIZONTAL

GYPSUM

GYPSUM WALL BOARD

ABOVE

ADJUSTABLE

GALVANIZED

GAUGE

REF REFERENCE

SPEC.(S)

STL

STD

SS

SIM

SHT

SCHED

STANDARD

SPECIFICATIONS

STAINLESS STEEL

STEEL

SIMILAR

SECTION

SCHEDULE

SHEET

REINF

REV

ROOM

ROUGH OPENING

REVISION/REVISE

REQUIRED

REINFORCING

REINFORCED CONCRETE PIPERCP

RD

R RADIUS/RISER

ROOF DRAIN

QTY QUANTITY

VENT THROUGH ROOFVTR

WINDOW TYPE,

A-X

A-X

X

EQ

EL

GL

HT

MO

OD

PL

PP

RO

TOB

UNO

WR

TYP./TYP

P. LAM.

SEE SHEET A-601 FOR WINDOW SCHEDULE

ALUM

ANOD

BD

BLDG

BOTT

CONC

CONF

CONT

EA

ELEC

PREFAB

OPNG

MISC

MECH

MATL

HORT

GALV

GA

REQD

RM

SECT

STOR

SUSP

TELE

VERT

VEST

WD

STRUCT

SFRM SPRAY-APPLIED FIRE RESISTIVE MATERIAL

A-X

DOOR NUMBER,

NTS NOT TO SCALE

ARCH.

POR PORCELAIN TILE

FEC FIRE EXTINGUISHER CABINET

ELEV ELEVATOR

SF SQUARE FEET

RWL RAIN WATER LEADER

FT FOOT / FEET

NO.

DWG(S) DRAWING(S)

SEE EQUIPMENT PLAN AND SCHEDULE FOR TYPE AND MOUNTING

WALL TYPES,

TLT TOILET

GENERAL NOTES

1.

2.

ELEVATION 100’-0" FIN FLR (FIRST FLOOR) = 32.75 NGVD

(NATIONAL GEODETIC VERTICAL DATUM)

PROVIDE OPENINGS AS REQUIRED FOR MECHANICAL, DUCTS, PIPES, CHASES,

PENETRATING PARTITIONS, MASONRY AND CONC. WALL PANELS.

SEAL ALL PENETRATIONS WEATHER TIGHT. MAINTAIN ALL FIRE RATINGS AT FIRE

RATED WALLS AND ASSEMBLIES.

3. ALL EXTERIOR CONC. LANDINGS AT DOORS AND RAMPS TO SLOPE AWAY FROM

BUILDING AT 1/8" PER FOOT AND TO HAVE NON-SLIP BROOM FINISH, UNLESS

OTHERWISE NOTED (PROVIDE 0.5 OR HIGHER SLIP METER READING).

4.

5. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS.

6. ALL DIMENSIONS ARE TO FACE OF WALLS UNLESS OTHERWISE NOTED.

7. ALL WALLS WHICH HAVE RECESSED SURFACE OR WALL MOUNTED FIXTURES

SUCH AS EQUIPMENT, SHELVING, ETC. TO BE PROVIDED WITH ADDITIONAL

BLOCKING OR REINFORCING AS REQUIRED.

8. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT COUNTER /

EQUIPMENT ABUTS WALL SURFACE

9. PROVIDE 6" HIGH CONCRETE CURB AT LOCKERS. PROVIDE BASE TO MATCH

ROOM FINISHES - SEE SCHEDULE.

10.

11. CONTRACTOR TO SUPPLY A CONCRETE PAD FOR EACH CONDENSING UNIT.

COORDINATE SIZE WITH EQUIPMENT MANUFACTURER. SEE MECHANICAL DWGS.

12.

101A

SEE EQUIPMENT PLAN, MECHANICAL AND ELECTRICAL DRAWINGS FOR

EQUIPMENT LAYOUT, TYPICAL.

ON CENTEROC

OVERFLOW DRAIN

FOR WALL TYPES AND FIRE RATED WALLS, SEE WALL TYPE PLAN SHEET

A-151.

SEE SHEETS A-601 FOR DOOR SCHEDULE

SEE SHEET A-150 FOR WALL TYPES PLAN AND A-151 FOR DETAILS

ROOM NAME AND NUMBER,

SEE SHEET A-602 FOR ROOM FINISH SCHEDULE

SEE DETAIL SHEET A-151 FOR TYPICAL HEIGHTS OF FIRE ALARM, THERMOSTAT,

LIGHT SWITCH, ETC.

FWJH059032

JUNE 2008

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a001_339673.dgn 6/30/2008 6:10:00 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

P h o n e B o x

P o w e r P o le

F ir e H y d

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a101_339673.dgn 6/30/2008 6:10:29 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

A-101

1"=20’

N

0 20 40 60

1"=20’

(BY OTHERS)

PREDATOR

OPERATIONS

COMPLEX

BUILDING

BRANTLY AVE

AREA CALCULATIONS

PERVIOUS IMPERVIOUS

16,482 SF

11,333 SF

3,255 SF

6,972 SF

1256 SF

2,412 SF

2,464 SF

693 SF264 SF

11 12

823 SF

801 SF12

CONCRETE

ASPHALT

SOD

LEGEND

HARDSCAPE SITE PLAN

TOTAL SITE AREA 117,544 SF 100%

19.6%

29,074 SF

544 SF14

17,776 SF

TOTAL: 51,828 SF

15 62 SF16

62 SF17

258 SF

TOTAL: 42,703 SF

BLDG FOOTPRINT +

COVERED ENTRIES

22,999 SF

36.3% TOTAL PERVIOUS AREA 42,703 SF

51,828 SFTOTAL IMPERVIOUS AREA 44.1%

AREA COVERAGE RATIO

FWJH059032

ARCHITECTURAL

HARDSCAPE SITE PLAN

JUNE 2008

CONF.

DEPT.

WORK

CERT.

CHIEF

ALARM

AGENT

MEN’S

ROOM

CHIEF

CHIEF

ROOM

VEST

LOBBY

OFF.

TECH SERV

CORR

DINING

PROTECTIVE

CLOTHING

PHYSICAL

FITNESS

FIRE EXT

ROOM

CNTL. RM

TOILET

COMM

COMP

CORR

MECH

ELECT

SCBA

BUNK RM BUNK RM

122 123

BUNK RM BUNK RM

146 147

BUNK RM BUNK RM

BUNK RM

125 126

BUNK RM BUNK RM

127 143

BUNK RM BUNK RM

144 145

BUNK RM

LAUNDRY

INFECTIOUS

CONTROL

118114

CORR

TLT

JAN

CORR

CORR

BAYS

CORR

COVERED ENTRY

OUTDOOR EATING AREA

ROOM

VEST

114A

BATHROOM

BATHROOM

KITCHEN

ASSIST.

OFFICE

OFFICE

TRAINING

TRAINING

AUDIO VISUAL

STORAGE

COMPUTER

SIMULATION

LOCKER

ROOM

(AFFF)

STORAGE

HOSE

STORAGE

APPARATUS

136A

WOMEN’S

BREAK ROOM

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a110_339673.dgn 6/30/2008 6:10:53 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

WD

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

ARCHITECTURAL

LIFE SAFETY PLAN

A-110

ARCHITECTURAL LIFE SAFETY PLAN

1/8"=1’-0"

N

0 8 16 24

1/8"=1’-0"

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

87.00 SF

1 OCCUP

6 PERS

P

E R

S

715.00 SF

15 SF/PER OCCUP

45 OCCUP

68’-2"

117’-4"

112’-7"

81’-3"

81’-3"

100’-0"

100’-0"

FEC

CODE ANALYSIS

APPLICABLE CODES:

ZONING:

PARKING:

SETBACKS: NORTH:

SOUTH:

EAST:

GROSS FLOOR AREA:

TOTAL

OCCUPANCY:

INCIDENTAL USE:

TYPE II - B

FULLY SPRINKLERED

UNPROTECTED

CONSTRUCTION TYPE:

TABLE 601 IBC

MAX. BUILDING HEIGHT:

MAX. AREA PER FLOOR:

= 48 GROUP S-2 (200 GROSS)

GROUP B (100 GROSS)

OCCUPANCY LOAD

12,849 / 100

9,642 / 200

AREA MODIFICATION

INCREASE:

1ST FL BUSINESS 33 IN 170 IN

REQ. PROV.

1ST FL LOW-HAZARD STO. 33 IN 136 IN

DOORS STAIRWAYS

REQ. PROV.

33 Feet

1600 SF

9,961 SF

N/A

REQUIRED PROVIDED

35.43 Feet

121.05 Feet

WEST:

USAF FIRE STATION DESIGN GUIDE - 1997

= 128

11,115 SF BUSINESS

BUNKS

APPARATUS BAY

GROUP R (200 GROSS) 1,600 / 200

TOTAL OCCUPANTS

= 8

266.9 / 2 = 133.45 SF

22,809.45 SF

GROUP S-2 (LOW-HAZARD STORAGE - IBC

SECTION 311.3) 2HR. FIRE SEPARATION AT

PARKING GARAGE

100 Feet measured from center line of driveway of Bldg. 1183

EXIT ACCESS TRAVEL DISTANCE: 300 FT (IBC T1015.1) (GROUP B)

EXIT ACCESS TRAVEL DISTANCE: 250FT (IBC T1015.1) (GROUP S-2)

MAX. DEAD END CORRIDOR: 50 FT (IBC 1016.3.2)

WIND LOAD VELOCITY: 120 mph, 1.15 Importance Factor, Exposure C

TOTAL BLDG REGULAR OCCUPANTS

TOTAL PERSONNEL DURING UTA’s

INTERNATIONAL BUILDING CODE (IBC) 2003

NFPA 101 - 2003

COVERED ENTRY

LEGEND

PATH OF EGRESS

LIGHTED EMERGENCY EXIT SIGNAGE

1 HR RATED WALL

2 HR RATED WALL

FIRE EXTINGUISHER CABINET

FEC

FEC

FEC

FECFEC

FEC FEC

FEC

ANG/ ETL 01-1-1 AIR NATIONAL GUARD DESIGN POLICY,

MARCH 2004 (TAB D)

ANG/ ETL 02-1 AIR NATIONAL GUARD DESIGN OBJECTIVES AND

PROCEDURES (TAB C)

UNITED FACILITIES CRITERIA (UFC) 4-010-1 DOD

Minimum Anti-Terrorism Standards for Buildings including

Change 1, 22 jan 2007

FWJH059032

FEC

FEC

FEC

FEC

JUNE 2008

MIXED: BUSINESS &

RESIDENTIAL (IBC SECTION 302.3)

4 STORIES

24,000 SF (BUSINESS)

16,000 SF (R-2)

26,000 SF (S-2)

200% FOR FULLY SPRINKLERED

33 33

LEVEL OF PROTECTION: LOW - PER UFC 4-010-01, 8 OCTOBER 2003,

INCLUDING CHANGE 1, 22 JANUARY 2007

EGRESS WIDTH PER OCCUPANT SERVED (INCHES PER OCCUP.)

WITH SPRINKLER SYSTEM

CORRIDORS, DOORS 0.2

XXXXXX

A-402

A-403

A-403

A-401

A-401

1/8"=1’-0"

ARCHITECTURAL FLOOR PLAN

A-160

N

114A 114

UP

111B

111 111C

102B102

B

3 1 C

D

E

D

155C

155B

155E 155F 155G 155H 155J 155K

155S 155R 155P 155N 155M 155L

CLERESTORY

WINDOW

ABOVE

DN

R E

C E

S S

E D

D O

R M

E R

C L

E R

E S

T O

R Y

W

IN

D O

W A

B V

R E

C E

S S

E D

D O

R M

E R

C L

E R

E S

T O

R Y

W

IN

D O

W A

B V

LIGHT WELL

ABOVE, TYP

GLASS BLOCK

CLERESTORY

ABOVE, TYP

1B

1 1

8 8 8

RECESSED

DORMER W/

CLERESTORY

WINDOW

ABOVE, TYP

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

ARCHITECTURAL

FLOOR PLAN

A-120

0 8 16 24

PLANTER

CONCRETE DRIVEWAY

CONCRETE DRIVEWAY

STEEL BOLLARD, TYP

STEEL BOLLARD, TYP

TRENCH DRAIN,

TYP

METAL LOUVER

ABOVE, SEE ELEV

METAL LOUVER

ABOVE, SEE ELEV

METAL LOUVER

ABOVE, SEE ELEV

NEW 6’H SECURITY FENCE

A-403

CONCRETE PAD

FLOOR

GRATE

FLOOR

GRATE

FLOOR

GRATE

AC UNIT; REFER

TO MECH DWGS

5’-0"W CONCRETE

SIDEWALK

NOTE: FIN FLOOR ELEVATION 100’-0" = 32.75 NGVD

A-404

RAMP

RAMP

ELEV

100’-0"

FEC

FEC FEC

FEC

ELEV

99’-6"

ELEV

99’-6"

ELEV

101’-6"

T Y

P

ELEV

99’-6"

ELEV

99’-6"

ELEV

99’-6"

ELEV

99’-6"

MECH YARD SCREEN WALL

NEW FIRE HYDRANT

NEW 6’H

SECURITY

FENCE

A-503

RAMP

E M

E R

G E

N C

Y

G E

N E

R A

T O

R

A /C

C O

N D

E N

S E

R U

N

IT

S

R E

F E

R T

O M

E C

H D

W G

S

SOD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1B

FWJH059032

JUNE 2008

V E

N D

IN

G

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a120_339673.dgn 6/30/2008 6:11:24 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

W

V

U

T

S

R

P

N

M

L

K

J

I

H

G

F

E

D

C

B

A

C1

CONF.

DEPT.

WORK

CERT.

CHIEF

ALARM

AGENT

MEN’S

ROOM

CHIEF

CHIEF

ROOM

VEST

LOBBY

OFF.

TECH SERV

CORR

DINING

PROTECTIVE

CLOTHING

PHYSICAL

FITNESS

FIRE EXT

ROOM

CNTL. RM

TOILET

COMM

COMP

CORR

MECH

ELECT

SCBA

BUNK RM BUNK RM

122 123

BUNK RM BUNK RM

146 147

BUNK RM BUNK RM

BUNK RM

125 126

BUNK RM BUNK RM

127 143

BUNK RM BUNK RM

144 145

BUNK RM

LAUNDRY

INFECTIOUS

CONTROL

118114

CORR

TLT

JAN

CORR

CORR

BAYS

CORR

COVERED ENTRY

OUTDOOR EATING AREA

ROOM

VEST

114A

BATHROOM

BATHROOM

KITCHEN

ASSIST.

OFFICE

OFFICE

TRAINING

TRAINING

AUDIO VISUAL

STORAGE

COMPUTER

SIMULATION

LOCKER

ROOM

(AFFF)

STORAGE

HOSE

STORAGE

APPARATUS

136A

WOMEN’S

BREAK ROOM

WD

A -3

E

A -3

F

A-302

D

C

A-301

A-301

B

A-301

A

29’-4"

1/8"=1’-0"

ARCHITECTURAL DIMENSION PLAN

21’-0"

21’-0"

17’-8"

16’-0"

22’-1"

23’-4"

223’-6"

68123

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

ARCHITECTURAL

DIMENSION PLAN

A-121

15’-6"

11’-10"

6’-6"

10’-4"

5’-10"

10’-6"

1’-0"

13’-4"

23’-10"

15’-8"

11’-8"

6’-6"

18’-4"

23’-0"

22’-1"

16’-6"

/2

/2

/2

/2

27’-4"

6’-6"

9’-4"

9’-4"

9’-4"

10’-0"

9’-4"

9’-4"

7’-2"

9’-4"

9’-4"

9’-4"

10’-0"

9’-4"

9’-4"

R

9’ -6

C

A-302

/2

/2

2 1

6’-6"

1’-3"

26’-11"

7’-8"

11’-10"

16’-6"

24’-2"

3’-8"

11’-10"

10’-6"

21’-6"

3’-10"

18’-2"

16’-6"

13’-2"

8’-4"

1’-0"

7’-7"

12’-5"

N

16’-0"

11’-10"

10’-2"

5’-0"

12’-0"

3’-9"

1’-3"

3’-8"

6’-6"

1’-1"

10’-9"

16’-6"

16’-0"

13’-4"

5’-11"

4’-4"

20’-4"

4’-4"

5’-11"

13’-4"

16’-6"

100’-0"

30480

123’-6"

37643

223’-6"

68123

6’-9"

17’-8"

17’-0"

21’-0"

123’-6"

37643

4’-0"

12’-3"

/2

1 6

/2

4’-4"

3’-10"

14’-0"

3’-0"

14’-0"

3’-0"

18’-0"

3’-0"

18’-0"

3’-0"

18’-0"

3’-0"

14’-0"

4’-4"

6’-0"

5’-5"

4’-7"

5’-0"

3’-6"

6’-7"

3’-6"

3’-6"

1’-5"

2’-7"

15’-4"

2’-7"

1’-5"

6 9

27’-11 3/4 "

3’-6"

3’-6"

7’-3"

3’-6"

4’-4"

6’-4"

17’-0"

17’-0"

21’-0"

21’-0"

21’-0"

18’-8"

5’-5"

6’-4"

4’-9"

3’-5"

6’-4"

3’-7"

13’-7"

13’-9"

2’-1"

10’-11"

3327 12’-1 1/2 "

FWJH059032

JUNE 2008

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a121_339673.dgn 6/30/2008 6:12:08 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

WD

W

V

U

T

S

R

P

N

M

L

K

J

I

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

C1

CONF.

DEPT.

WORK

CERT.

CHIEF

ALARM

AGENT

MEN’S

ROOM

CHIEF

CHIEF

ROOM

VEST

LOBBY

OFF.

TECH SERV

CORR

DINING

PROTECTIVE

CLOTHING

PHYSICAL

FITNESS

FIRE EXT

ROOM

CNTL. RM

TOILET

COMM

COMP

CORR

MECH

ELECT

SCBA

BUNK RM BUNK RM

122 123

BUNK RM BUNK RM

146 147

BUNK RM BUNK RM

BUNK RM

125 126

BUNK RM BUNK RM

127 143

BUNK RM BUNK RM

144 145

BUNK RM

LAUNDRY

INFECTIOUS

CONTROL

118114

CORR

TLT

JAN

CORR

CORR

BAYS

CORR

COVERED ENTRY

OUTDOOR EATING AREA

ROOM

VEST

114A

BATHROOM

BATHROOM

KITCHEN

ASSIST.

OFFICE

OFFICE

TRAINING

TRAINING

AUDIO VISUAL

STORAGE

COMPUTER

SIMULATION

LOCKER

ROOM

(AFFF)

STORAGE

HOSE

STORAGE

APPARATUS

136A

WOMEN’S

BREAK ROOM

LEGEND

EXP

EXP

AFF

9’-0"

AFF

9’-0"

AFF

9’-0"

AFF

10’-0"

AFF

10’-0"

AFF

10’-0"

AFF

16’-0"

A F

F

AFF

9’-6"AFF

10’-0"

AFF

9’-0"

AFF

9’-6"

AFF

9’-0"

AFF

9’-0"

AFF

9’-10"

AFF

14’-0"

AFF

11’-0"

AFF

16’-0"

AFF

9’-0"

AFF

11’-0"

AFF

13’-4"

11’-0"

AFF

AFF

9’-0"

AFF

9’-0"

AFF

9’-0"

RANGE HOOD,

SEE MECH DWGS

AFF

7’-0"

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

A-130

ARCHITECTURAL

REFLECTED CEILING PLAN

AFF

10’-0"

AFF

10’-6"

AFF

10’-0"

REFLECTED CEILING PLAN

1/8"=1’-0"

N

RECESSED DORMER W/

CLERESTORY WINDOW, TYP

RECESSED DORMER W/

CLERESTORY WINDOW, TYP

AFF

11’-0"

A-404

A-404

A-404

AFF

SOFFIT 8’-6"

RECESS FOR MOTORIZED PROJECTION

SCREEN; SEE EQUIP SCHED & ELEC DWGS

2’-0"

EXPOSED METAL ROOF TRUSSES,

SEE STRUCTURAL DWGS, TYP

AFF

8’-6"

PERFORATED METAL SOFFIT,

TYP AT PERIMETER

PERFORATED METAL SOFFIT, TYP

AT PERIMETER

EXPOSED METAL ROOF TRUSSES,

SEE STRUCTURAL DRAWINGS

2’X2’ LAY-IN ACOUSTICAL CEILNG TILE AT 9’-0" UNLESS NOTED OTHERWISE

GYPSUM BOARD CEILING AT 8’-0" UNLESS NOTED OTHERWISE

SMOOTH STUCCO

EXPOSED STRUCTURE

CONTROL JOINTCJ

CJ

C J

C J

AFF

8’-0"

CLERESTORY WINDOWS

AFF

8’-0"

FWJH059032

2" CONT SOFFIT VENT

2" CONT SOFFIT VENT

EXP

JUNE 2008

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a130_339673.dgn 6/30/2008 6:12:46 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

D DD

D

L

J

D D D D D D D

D D D D D D D DDD

D

D

D

D

D

D

D

D

D

D

D

D D D D

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

LL

L L

D

D

K

K

K

K

K

K

L

L

L

J J J J J

JJJJJJ

F

F

F F

F

D

D

D

L L

LL

LL

D

D

D

D

D

D

D

D

D

D

L L

L

L

G G G

G G GH

H

H

H

G G

H

H

N

H

H

Y2

Y2 Y2 Y2

Y2 Y2

LL

LL

LL

LL

L

L LLL

C

C

D

C

C

C

Y1 Y1

Y1

Y1

Y1Y1

Y1Y1

Y1

Y

A

A

B

B

M M M M M

M M M M M

M

M

A

A

R

R

R

N

Y1

C

D

S

S

S

S

S

S

SSS

S

S

S

S S

S

S

S

S

S S

S

S

S

S S

S

S S S S S S S

SSSSSS

S

SS

S

S S

S

S

S

S

SS

S

S

S

S S

S

S

S

S

S

Y1

D

D D

DD

D

D D

D D

S

S

S

D

S

B

B

S

DS S

SDS

DS

SS

DS

DS

SDS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

N

R

R

H

H

SS SS SS SS SS SS

SSSSSSSSSSSS

S

D

S D

S

D

D

D D

D

D1 D1

D1D1

A1

A1

A1 A1

A1A1

B1 B1

B1 B1

A1

A1 A1 A1

A1A1

A1A1 A1

A1 A1 A1 A1

A1A1A1A1

D1 D1

D1

D1D1D1

D1

D1

D1 D1

D1

D1

D1

D1 D1 D1

D1D1

D1 D1 D1

D1 D1

D1D1D1

D1

D1

D1

D1

D1

D1

D1

D1

D1D1

D1

D1D1 D1

D1 D1

A1 A1

A1A1

DS

D1 D1

D2 D2

S

S

S

S

H

W

V

U

T

S

R

P

N

M

L

K

J

I

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

C1

A -3

E

A -3

F

A-302

D

C

A-301

A-301

B

A-301

A

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a140_339673.dgn 6/30/2008 6:13:25 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

1/8"=1’-0"

ROOF PLAN

SLOPE 4:12

ROOF CRICKET

PARAPET WALL

N

S L

O P

E

/8

S L

O P

E

/8

RIDGE

ALUMINUM GUTTER,

TYP

ALUMINUM GUTTER,

TYP

SLOPE 4:12

SLOPE 4:12

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

ALUMINUM GUTTER,

TYP

R

ID

G E

PARAPET WALL

PARAPET WALL

H

IP

H

IP

H

IP

H

IP

H

IP

H

IPV

A L L E Y

H

IP H

IP

V A

L L E Y

V A

L L E

YV

A L L E Y

H

IP

H

IP

H

IP

H

IP

H

IP

H

IP

ALUMINUM LOUVER

AT GABLE END

STANDING SEAM

METAL ROOF, TYP

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

A-140

ROOF PLAN

SLOPE 1:12

SLOPE 4:12

SLOPE 1:12

RECESSED

DORMER

STANDING SEAM

METAL ROOF, TYP

RECESSED DORMER,

TYP

RECESSED DORMER,

TYP

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

SLOPE 4:12SLOPE 4:12

S L

O P

E

:1

S L

O P

E

:1

ARCHITECTURAL

S L

O P

E

/8

SLOPE 3/8:12

RD

RD

RD

MECH YARD SCREEN

WALL, BELOW

RD

RD

OVERFLOW

ROOF DRAIN

OVERFLOW

ROOF DRAIN

OVERFLOW

ROOF

DRAIN

A-501

A-503

OUTDOOR AIR

INTAKE LOUVER

RECESSED DORMER,

TYP

RECESSED DORMER,

TYP

S L

O P

E

/8

OVERFLOW

ROOF

DRAIN

OVERFLOW

ROOF

DRAIN

ALUMINUM LOUVER

AT GABLE END

A-501 TYP

TYP

WATER PROOFING ROOF MEMBRANE

ON LIGHT WEIGHT CONCRETE OVER

STEEL DECK

WATER PROOFING ROOF MEMBRANE

ON LIGHT WEIGHT CONCRETE OVER

STEEL DECK

FWJH059032

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

ALUMINUM

GUTTER, TYP

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUTDOWNSPOUT

ROOF CRICKET

EXHAUST FAN

VENT THROUGH ROOF,

TYP. SEE PLUMBING DWGS

FOR EXACT LOCATION.

A-312

TYP

JUNE 2008

4A

7A

7A

7A

7A

7A

7A 7A

7A

7A

6A

7A

7A

7A

6A

7B

7A7A

7A

7A

7A

7A

7A

7A

7A

7A

7A

1C

1B

1B

4B

4A

7A7A

2A

2A

7A

7A

7A

7A

7A

7A

7A

7A

7A

7A 7A

7A

7A6B

7A

8A

7A

4A

7B

4A

4A

7A

7A

7A

7A 7

7A

7A

3 3

7B

7A

7A

7A

7A

7A

7A

7A

6B

7A

7A 7A

7A

7A

7A

7A

7A

7A7A

7A 7A

7A

7A

7A

7A

7A

7A

7A

1B

7A

6B

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

ARCHITECTURAL

A-150

6C

7A

WALL TYPES PLAN

WALL TYPES PLAN

N

0 8 16 24

1/8"=1’-0"

6C

7B

6A

6A 6D 6D6D

6A

6A

7A

7B

7A

6C

1B

1A

1A

1B

NOTE: SEE SHEET A-151 FOR INTERIOR WALL TYPE

DETAILS, SEE WALL SECTIONS FOR EXTERIOR

WALL TYPE DETAILS NOT INDICATED HEREIN.

6C

7B

FWJH059032

5 5

JUNE 2008

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a150_339673.dgn 6/30/2008 6:14:04 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

WD

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

M KUSSLER

TC ORLOWSKI

A-151

ARCHITECTURAL

WALL TYPES DETAILS

STD EQUIP/SWITCH/RECEPTACLE MOUNTING HEIGHTS

@ DOORWAYS

FWJH059032

JUNE 2008

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn10a151_339673.dgn 6/30/2008 6:14:34 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

SCALE: 1 1/2" = 1’-0"WALL TYPES

FOR SUPPORT (MAX. SPACING 7’-0" O.C.)

UNDERSIDE OF STRUCTURE ABOVE

EXTEND ONE VERTICAL STUD TO

NON-RATED AND NON-INSULATED WALL PARTITION

7A

7B

1.

2.

3.

4.

5.

6.

GENERAL WALL TYPES NOTES

3-1/2" SOUND BATT BOTH STUD

CAVITIES (MIN. 1NRC)

CONSTRUCT ALL FIRE RATED WALL ASSEMBLIES IN STRICT ACCORDANCE WITH UL

REFERENCED TESTED DESIGN REQUIREMENTS.

PROVIDE 1/2" CEMENTITIOUS BACKER UNIT IN SHOWER AND HAND SINK AREA

WALLS IN LIEU OF GWB, PROVIDE 5/8" MOISTURE RESISTANT BOARD IN LIEU OF

GWB IN ALL OTHER WALLS WHERE TILE IS INDICATED ON THE FINISH SCHEDULE.

APPLY CERAMIC TILE DIRECT TO INTERIOR CMU IN ACCORDANCE WITH TCA

DESIGN #W202-03.

SEE SHEET A-150 FOR WALL TYPE LOCATIONS.

ANY BEAMS, JOISTS, OR OTHER STRUCTURAL MEMBERS THAT ALIGN ABOVE A

FIRE RATED WALL ASSEMBLY THAT IS INDICATED TO EXTEND TO BOTTOM OF

FLOOR OR ROOF DECK SHALL BE FULLY ENCLOSED WITH METAL STUDS AND GWB

TO MAINTAIN SAME FIRE RATING AS WALL BELOW.

ANY STRUCTURAL MEMBER, CONDUIT, WIRE, PIPE, DUCT, ETC. THAT PENETRATES

A FIRE RATED WALL ASSEMBLY SHALL BE COMPLETELY SEALED IN ACCORDANCE

WITH A UL APPROVED THROUGH PENETRATION FIRE STOP ASSEMBLY SYSTEM

WITH THE SAME RATING AS THE WALL BEING PENETRATED.

1A

1B

ALL PARTITION COMPONENTS EXTEND FROM TOP OF FLOOR TO UNDERSIDE

OF ROOF DECK ABOVE, SEALED TOP AND BOTTOM

SAME AS 1, EXCEPT NO RIGID INSULATION

SAME AS 1, EXCEPT NO RIGID INSULATION, NO GWB

GROUT-FILLED @ REINFORCED CELLS;

SEE STRUCTURAL DWGS

CONTINUOUS SOUND BATT

INSULATION

FOR SUPPORT (MAX. SPACING 7’-0" O.C.)

UNDERSIDE OF STRUCTURE ABOVE

EXTEND ONE VERTICAL STUD TO

SPRAY FOAM INSULATION

ONE LAYER 5/8" TYPE-X GYPSUM

WALLBOARD, INTERIOR SIDE; SEE

FINISH SCHEDULE

2" AIR GAP

6" METAL STUDS @ 16" O.C.

ONE LAYER 5/8" TYPE-X GYPSUM

WALLBOARD, BOTH SIDES

SINGLE WYTHE BRICK VENEER,

4" NOMINAL; SEE ELEVATIONS

GROUT-FILLED @ REINFORCED CELLS;

SEE STRUCTURAL DWGS

SINGLE WYTHE BRICK VENEER,

4" NOMINAL; SEE ELEVATIONS

SINGLE WYTHE BRICK VENEER,

4" NOMINAL; SEE ELEVATIONS

2" AIR GAP

SINGLE WYTHE BRICK VENEER,

4" NOMINAL; SEE ELEVATIONS

GROUT-FILLED @ REINFORCED CELLS;

SEE STRUCTURAL DWGS

1 LAYER 5/8" TYPE-X GWB ON

1-1/2" METAL FURRING

CHANNELS, SEE FINISH

SCHEDULE AND NOTE 1

ALL PARTITION COMPONENTS EXTEND FROM TOP OF FLOOR TO UNDERSIDE

OF ROOF DECK ABOVE, SEALED TOP AND BOTTOM

SAME AS 2, EXCEPT NO RIGID INSULATION AND NO GWB2A

1 LAYER 5/8" TYPE-X GYPSUM

WALLBOARD, BOTH SIDES

SAME AS 7, ADD SEALED @ PERIMETER AND CUT-OUTS, 45 STC MIN

SAME AS 7A, EXCEPT ADD CERAMIC TILE AS INDICATED ON INTERIOR ELEVATIONS

6A SAME AS 6, EXCEPT ADD CERAMIC TILE AS INDICATED ON

INTERIOR ELEVATIONS

METAL STUDS @ 16" O.C.

METAL STUDS @ 16" O.C.

6B SAME AS 6, EXCEPT COMPONENTS EXTEND TO 6" ABOVE CEILING

RIGID THERMAL INSULATION

ACOUSTICALLY INSULATED WALL PARTITION

SINGLE WYTHE BRICK VENEER,

4" NOMINAL; SEE ELEVATIONS

GROUT-FILLED @ REINFORCED CELLS;

SEE STRUCTURAL DWGS

12" CONCRETE BLOCK

CONCRETE SEALER

4" METAL STUDS @ 16" O.C.

EXTEND STUD TO STRUCTURE

ABOVE FOR SUPPORT (MAX

SPACING 8’-0" O.C.)

3-1/2" SOUND BATT BOTH STUD

CAVITIES (MIN. 1NRC)

1 LAYER 5/8" TYPE-X GWB ON 1-1/2"

METAL FURRING CHANNELS; SEE

FINISH SCHEDULE AND NOTE 1

2 HR RATED, INSULATED CMU WALL

2 HR RATED, INSULATED CMU WALL

RIGID THERMAL INSULATION

8A

6C SAME AS 6, EXCEPT PARTIAL HEIGHT; SEE INTERIOR ELEVATIONS

NON-INSULATED CMU/BRICK VENEER WALL

ALL PARTITION COMPONENTS EXTEND FROM TOP OF FLOOR TO UNDERSIDE

OF ROOF DECK ABOVE, SEALED TOP AND BOTTOM

ALL PARTITION COMPONENTS EXTEND FROM TOP OF FLOOR TO UNDERSIDE

OF ROOF DECK ABOVE, SEALED TOP AND BOTTOM

6D

SAME AS 6A, EXCEPT CERAMIC TILE ON BOTH SIDES; SEE INTERIOR

ELEVATIONS

SAME AS 8, EXCEPT ADD CERAMIC TILE AS INDICATED ON INTERIOR

ELEVATIONS

ALL PARTITION COMPONENTS EXTEND FROM FLOOR TO UNDERSIDE OF

ROOF OR FLOOR DECK ABOVE, SEALED TOP AND BOTTOM

ACOUSTICALLY INSULATED SHAFT WALL, MIN 35 STC

ACOUSTICALLY INSULATED CHASE WALL, MIN 35 STC

ALL PARTITION COMPONENTS EXTEND FROM FLOOR TO UNDERSIDE OF

ROOF OR FLOOR DECK ABOVE, SEALED TOP AND BOTTOM

1 LAYER 5/8" TYPE-X GYPSUM WALLBOARD;

SEE FINISH SCHEDULE AND NOTE 2

4" METAL STUDS @ 16" O.C. EXTEND

STUD TO STRUCTURE ABOVE FOR

SUPPORT (MAX SPACING 8’-0" O.C.)

NON-INSULATED CMU/BRICK VENEER WALL

EXTERIOR ENCLOSURE WALL; SEE ELEVATIONS AND STRUCTURAL DWGS

THERMAL AND ACOUSTICALLY INSULATED EXTERIOR WALL, MIN 45 STC

WEATHER-RESISTANT BARRIER

INT

EXT

EXT

INT

SINGLE WYTHE BRICK VENEER,

4" NOMINAL; SEE ELEVATIONS

INT

EXT

1 1/2" RIGID THERMAL INSULATION

1 1/8" AIR GAP

TYPE D-2 CONCRETE BLOCK,

GROUT-FILLED AT REINFORCED

CELLS; SEE STRUC DWGS

TYPE D-2 CONCRETE BLOCK

8" TYPE D-2 CONCRETE BLOCK

8" CONCRETE BLOCK

ADJUSTABLE VENEER ANCHORS

(HOT-DIPPED GALV STEEL), SPACING

24" HORIZ AND 18" VERTICAL

4A

HORIZONTAL JOINT REINFORCEMENT

(HOT-DIPPED GALV) @ 16" OC VERTICALLY,

32" MAX HORIZONTALLY

CL

STANDARD STROBE

LIGHT W/HORN

6"

DOOR SIGN

STANDARD SINGLE

OR GANG SWITCH,

THERMOSTAT,

HUMIDISTAT AND

VOLUME CONTROL

AS REQUIRED

STD RECEPTACLE,

CTV, DATA & VOICE

PLATE LOCATION @

5-1/2 " OC

5/8" DENSGLASS GOLD SHEATHING

WATERPROOF MEMBRANE

WATERPROOF

MEMBRANE

ALL PARTITION COMPONENTS EXTEND FROM TOP OF FLOOR TO UNDERSIDE

OF ROOF DECK ABOVE, SEALED TOP AND BOTTOM.

2 HR RATED, INSULATED CMU WALL - 45 STC MIN

CARD READER (EXT)

AS REQUIRED

UL # U-906

UL # U-906

UL # U-906

8" CONCRETE BLOCK

GROUT-FILLED @ REINFORCED CELLS;

SEE STRUCTURAL DWGS

CONCRETE SEALER ; SEE

FINISH SCHEDULE

1 LAYER 5/8" TYPE-X GWB ON 1-1/2"

METAL FURRING CHANNELS, SEE

FINISH SCHEDULE AND NOTE 1

SAME AS 4, EXCEPT NO CERAMIC TILE AND RIGID INSULATION

4B

SAME AS 4, EXCEPT NO RIGID INSULATION

5/8" CEMENTITIOUS BACKER BOARD; SEE FINISH

SCHEDULE AND NOTE 2

CERAMIC TILE (USE 5/8 CEMENTITIOUS

BACKER UNITS IN LIEU OF GYPSUM

BOARD, WHERE TILE IS INDICATED) 1/4"

THICK JOINT FILLER W/GROUT; SEE

FINISH SCHEDULE AND NOTE 2

CERAMIC TILE (USE 5/8 CEMENTITIOUS BACKER

UNITS IN LIEU OF GYPSUM BOARD, WHERE TILE

IS INDICATED) 1/4" THICK JOINT FILLER

W/GROUT; SEE FINISH SCHEDULE AND NOTE 2

CERAMIC TILE (USE 5/8 CEMENTITIOUS BACKER

UNITS IN LIEU OF GYPSUM BOARD, WHERE TILE

IS INDICATED) 1/4" THICK JOINT FILLER

W/GROUT; SEE FINISH SCHEDULE AND NOTE 2

CERAMIC TILE (USE 5/8 CEMENTITIOUS BACKER

UNITS IN LIEU OF GYPSUM BOARD, WHERE TILE

IS INDICATED) 1/4" THICK JOINT FILLER

W/GROUT; SEE FINISH SCHEDULE AND NOTE 2

CERAMIC TILE (USE 5/8 CEMENTITIOUS BACKER

UNITS IN LIEU OF GYPSUM BOARD, WHERE TILE

IS INDICATED) 1/4" THICK JOINT FILLER

W/GROUT; SEE FINISH SCHEDULE AND NOTE 2

CERAMIC TILE (USE 5/8 CEMENTITIOUS

BACKER UNITS IN LIEU OF GYPSUM

BOARD, WHERE TILE IS INDICATED) 1/4"

THICK JOINT FILLER W/GROUT; SEE

FINISH SCHEDULE AND NOTE 2

ALL PARTITION COMPONENTS EXTEND FROM FLOOR TO 12" ABOVE CEILING.

PROVIDE 2’-0" OF LOOSE FOIL BACKED CEILING INSULATION ADJACENT TO THE

PARTITION AND ABOVE THE CEILING AND AROUND THE PERIMETER OF THE ROOM.

ALL PARTITION COMPONENTS EXTEND FROM FLOOR TO 12" ABOVE CEILING.

PROVIDE 2’-0" OF LOOSE FOIL BACKED CEILING INSULATION ADJACENT TO THE

PARTITION AND ABOVE THE CEILING AND AROUND THE PERIMETER OF THE ROOM.

ALL PARTITION COMPONENTS EXTEND FROM TOP OF FLOOR TO UNDERSIDE

OF ROOF DECK, UNLESS OTHERWISE NOTED.

NON RATED, NON INSULATED CMU PARTITION