A1.2_BP335335-VOLUME_3.pdf

APPROVAL RECOMMENDED BY:

ON THIS SHEET.

OF ALL DRAWINGS IN THIS SET AS INDEXED

OFFICIAL RECOMMENDATION AND APPROVAL

SIGNATURES AFFIXED BELOW INDICATE

their employment as required by ER 1110-1-8152 appear on these project documents within the scope of signatures and registration designations of individuals of the U.S. Army Corps of Engineers. The initials or

This project was designed by the Fort Worth District

CHIEF, ENGINEERING BRANCH DATE

US ARMY CORPS

OF ENGINEERS

Ft. Worth District

FALFURRIAS HWY 281 CHECKPOINT

FALFURRIAS, TEXAS

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BORDER PATROL SERVICE

VOLUME THREE OF FIVE

V O

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SOLICITATION NO. W9126G-14-R-0053

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PN: 335335 FY14

DATED: 20 APRIL 2015

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NUMBER

SEQUENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v ie w e d b y

S u b m it te d b y

E N

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IN

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C o n tr N o

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F il e n a m e c ti o n

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Fort Worth District of Engineers

US Army Corps

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NUMBER

IDENTIFICATION

SHEET

INDEX OF DRAWINGS

TITLE / DESCRIPTION

NUMBER

IDENTIFICATION

SHEET

TITLE / DESCRIPTION

DESIGNED BY: DENNIS MICHAEL KELLEY

STRUCTURAL

ARCHITECTURAL

V O

L U

M E T

H R

E E I

N D

E X O

F D

R A

W

IN

G S

G-006

J A

C K D

O S

B O

R N

E P .E

C H

IE

F

D E

S

IG

N B

R A

N C

PRIMARY INSPECTION COMMERCIAL CANOPY

SHORT STAY KENNEL BUILDING (CONTINUED)

PRIMARY INSPECTION NON-COMMERCIAL CANOPY

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

SHORT STAY KENNEL BUILDING

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

SECONDARY INSPECTION COMMERCIAL CANOPY

INTERIORS

MECHANICAL

ELECTRICAL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

C

M A

C K

C

M A

C K

C

M A

C K

VOLUME THREE INDEX OF DRAWINGS

VOLUME THREE COVER SHEET

PRIMARY INSPECTION COMMERCIAL CANOPY -COVER SHEET

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -COVER SHEET

SHORT STAY KENNEL BUILDING -COVER SHEET

SECONDARY INSPECTION COMMERCIAL CANOPY -COVER SHEET

BA501

BA302

BA301

BA202

BA201

BA121

BA120

BA102

BA101

BA001

CA501

CA302

CA301

CA202

CA201

CA120

CA104

CA101

EA501

EA302

EA301

EA202

EA201

EA102

EA101

SPECIAL SYSTEM PLAN - AREA B

SPECIAL SYSTEM PLAN - AREA A

LIGHTING PLAN - AREA B

LIGHTING PLAN - AREA A

ELECTRICAL LEGEND

SPECIAL SYSTEM PLAN - AREA B

SPECIAL SYSTEM PLAN - AREA A

LIGHTING PLAN - AREA B

LIGHTING PLAN - AREA A

ELECTRICAL LEGEND

POWER PLAN

LIGHTING PLAN & FIXTURE SCHEDULE

ELECTRICAL LEGEND

DA601

DA510

DA405

DA404

DA401

DA320

DA310

DA302

DA301

DA202

DA201

DA104

DA103

DA102

DA101

DA001

SHORT STAY KENNEL BUILDING -PARTITION TYPES

SHORT STAY KENNEL BUILDING -CEILING DETAILS

SHORT STAY KENNEL BUILDING -GUTTER DETAILS

SHORT STAY KENNEL BUILDING -ROOF DETAILS

SHORT STAY KENNEL BUILDING -MILLWORK DETAILS

SHORT STAY KENNEL BUILDING -INTERIOR FENCE DETAILS

SHORT STAY KENNEL BUILDING -WALL SECTIONS

SHORT STAY KENNEL BUILDING -BUILDING LONGITUDINAL SECTIONS

SHORT STAY KENNEL BUILDING -BUILDING CROSS SECTIONS

SHORT STAY KENNEL BUILDING -EAST AND WEST ELEVATIONS

SHORT STAY KENNEL BUILDING -NORTH AND SOUTH ELEVATIONS

SHORT STAY KENNEL BUILDING -ROOF PLAN

SHORT STAY KENNEL BUILDING -FIRST FLOOR REFLECTED CEILING PLAN

SHORT STAY KENNEL BUILDING -FIRST FLOOR DIMENSION PLAN

SHORT STAY KENNEL BUILDING -FIRST FLOOR PLAN

SHORT STAY KENNEL BUILDING -ABBREVIATIONS

SIGNAGE DETAILS AND SCHEDULE

FINISH DETAILS AND SCHEDULES

FURNITURE, FINISHES AND SIGNAGE

SECONDARY INSPECTION COMMERCIAL CANOPY -FIRST FLOOR REFLECTED CEILING PLAN

SECONDARY INSPECTION COMMERCIAL CANOPY -BUILDING LONGITUDINAL SECTION

SECONDARY INSPECTION COMMERCIAL CANOPY -BUILDING CROSS SECTION

SECONDARY INSPECTION COMMERCIAL CANOPY -EAST AND WEST ELEVATIONS

SECONDARY INSPECTION COMMERCIAL CANOPY -NORTH AND SOUTH ELEVATIONS

SECONDARY INSPECTION COMMERCIAL CANOPY -ROOF PLAN

SECONDARY INSPECTION COMMERCIAL CANOPY -FIRST FLOOR PLAN

DA801

DA604

DA603

DA602

SHORT STAY KENNEL BUILDING -PERSPECTIVE VIEWS

SHORT STAY KENNEL BUILDING -DOOR DETAILS

SHORT STAY KENNEL BUILDING -DOOR SCHEDULE AND DETAILS

SHORT STAY KENNEL BUILDING -EXTERIOR FENCING

PRIMARY INSPECTION COMMERCIAL CANOPY -FIRST FLOOR REFLECTED CEILING PLAN

PRIMARY INSPECTION COMMERCIAL CANOPY -BUILDING LONGITUDINAL SECTIONS

PRIMARY INSPECTION COMMERCIAL CANOPY -BUILDING CROSS SECTIONS

PRIMARY INSPECTION COMMERCIAL CANOPY -EAST AND WEST ELEVATIONS

PRIMARY INSPECTION COMMERCIAL CANOPY -NORTH AND SOUTH ELEVATIONS

PRIMARY INSPECTION COMMERCIAL CANOPY -COMMERCIAL DUAL LEVEL BOOTH

PRIMARY INSPECTION COMMERCIAL CANOPY -COMMERCIAL DUAL LEVEL BOOTH

PRIMARY INSPECTION COMMERCIAL CANOPY -ROOF PLAN

PRIMARY INSPECTION COMMERCIAL CANOPY -FIRST FLOOR PLAN

PRIMARY INSPECTION COMMERCIAL CANOPY -ABBREVIATIONS

BEY102

BEY101

BEL102

BEL101

BE-001

CS101

CS005

CS004

CS003

CS002

CS001

PRIMARY CANOPY NOTES

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

CG001

CEY102

CEY101

CEL102

CEL101

CE-001

DS301

DS111

DS101

DS005

DS004

DS003

DS002

DS001

DG001

FOUNDATION SECTIONS

FRAMING PLAN

FOUNDATION PLAN

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

PRIMARY CANOPY NOTES

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

BS101

BS005

BS004

BS003

BS002

BS001

G-006

G-005

BG001

DI103

DI102

DI101

HVAC CONTROLS

HVAC AND PLUMBING FLOOR PLAN

DMI301

DM-101

DEP101

DEL101

DE-001

EG001

ES101

ES005

ES004

ES003

ES002

ES001

SECONDARY CANOPY NOTES

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

EEY101

EEL101

EE-001

SPECIAL SYSTEM PLAN

LIGHTING PLAN

ELECTRICAL LEGEND

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -FIRST FLOOR REFLECTED CEILING PLAN

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -BUILDING LONGITUDINAL SECTION

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -BUILDING CROSS SECTION

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -EAST AND WEST ELEVATIONS

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -NORTH AND SOUTH ELEVATIONS

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -NON COMMERCIAL INSPECTION BOOTH

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -ROOF PLAN

PRIMARY INSPECTION NON-COMMERCIAL CANOPY -FIRST FLOOR PLAN

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US Army Corps of Engineers ®

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FALFURRIAS, TEXAS

FALFURRIAS HWY 281 CHECKPOINT

PN335335 FY2014

April 20, 2015

CUSTOMS AND BORDER PROTECTION

PRIMARY INSPECTION CANOPY

MAP DATA ©GOOGLE, INEGI

SOLICITATION NUMBER: W9126G-14-R-0053

STRUCTURAL ABBREVIATIONS

A.F.F. ABOVE FINISHED FLOOR

ALT. ALTERNATE

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERING

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

A.B. ANCHOR BOLT

ARCH ARCHITECT, ARCHITECTURAL

@ AT (MEASUREMENT)

BM BEAM

BRG BEARING

B.F.F. BELOW FINISHED FLOOR

B.O.B. BOTTOM OF BEAM

B.O.D. BOTTOM OF DECK

B.O.F. BOTTOM OF FOOTING

B.P. BRACING ANCHOR POINT

BLDG BUILDING

C.I.P. CAST IN PLACE

C.J.P. COMPLETE JOINT PENETRATION

COL COLUMN

C.L. CENTERLINE

C.L.B. CENTERLINE OF BEAM

C.L.C. CENTERLINE OF COLUMN

C.L.F. CENTERLINE OF FOOTING

C.L.W. CENTERLINE OF WALL

CLR CLEAR

CONC. CONCRETE

CJ. CONTROL OR CONSTRUCTION JOINT

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT. CONTINUOUS

D.L. DEAD LOAD

DBL DOUBLE

DIA. DIAMETER

DIM. DIMENSION

DN DOWN

DOC DOCUMENT

DTL DETAIL

DWG(S) DRAWING(S)

E EXISTING

ELEV. (EL.) ELEVATION

E.O.S. EDGE OF SLAB

EQ EQUAL

EQUIP. EQUIPMENT

EXP. ANC. EXPANSION ANCHOR

EXP. JT (E.J.) EXPANSION JOINT

E.W. EACH WAY

E.F. EACH FACE

F.F. FINISHED FLOOR

F.O.S. FACE OF STEEL

F.O.W. FACE OF WALL

F.S. FAR SIDE

FT. FOOT, FEET

GA GAGE

GALV. GALVANIZED

G.S.N. GENERAL STRUCTURAL NOTES

GLB(GLULAM) GLUE-LAMINATED BEAM

G.B. GRADE BEAM

HAS WELDED HEADED ANCHOR STUD

HDG HOT DIPPED GALVANIZED

HORIZ. HORIZONTAL

H.S.B. HIGH-STRENGTH BOLT (ASTM A325)

I.F.W. INSIDE FACE OF WALL

IJ ISOLATION JOINT

JST JOIST

k KIP OR KIPS klf KIPS PER FOOT ksf KIPS PER SQUARE FOOT kcf KIPS PER CUBIC FOOT k ft KIP FOOT

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

L.W. LONG WAY

MFR('S) MANUFACTURER('S)

MCJ MASONRY CONTROL JOINT

MAX. MAXIMUM

MECH MECHANICAL

MBMA METAL, BUILDING MANUFACTURERS' ASSOCIATION

MPH MILES PER HOUR

MIN. MINIMUM

M.C. MOMENT CONNECTION

N.T.S. NOT TO SCALE

N.S. NEAR SIDE

O.C. ON CENTER

OCEW ON CENTER EACH WAY

OCEF ON CENTER EACH FACE

O.F.W. OUTSIDE FACE OF WALL

OPP OPPOSITE

lb(s) POUND(S) plf POUNDS PER FOOT psf POUNDS PER SQUARE FOOT pcf POUNDS PER CUBIC FOOT lb ft POUND FOOT

P.C. PRECAST CONCRETE

PREFAB PREFABRICATED

P.E.J. PREFABRICATED EXPANSION JOINT

PEMB PRE-ENGINEERED METAL BUILDING

PT. POINT

REINF REINFORCING

REQ'D, (REQ) REQUIRED

S.J. SAW JOINT

SCHD. SCHEDULE

SIM SIMILAR

SOG SLAB-ON-GRADE

SQ SQUARE

STD STANDARD

SSMR STANDARD SEAM METAL ROOF

SJI STEEL JOIST INSTITUTE

SP SPACING

S.W. SHORT WAY

T.L. TOTAL LOAD

T&B TO AND BOTTOM

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.B.P. TOP OF BEARING PLATE

T.O.C. TOP OF CONCRETE

T.O.D. TOP OF DECK

T.O.F. TOP OF FOOTING

T.O.L. TOP OF LEDGER

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PLATE

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

U.O.N. UNLESS OTHERWISE NOTED

VERT. VERTICAL

W.P. WORKING POINT

W.W.F. WELDED WIRE FABRIC

w/ WITH w/o WITHOUT

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

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1. USE AIR-ENTRAINED 4000psi NORMAL WEIGHT CONCRETE FOR FLOOR SLAB

(FOOTING, PILASTERS, CONTINUOUS FOOTINGS, SLABS, ETC.) U.O.N.

2. CONCRETE REINFORCEMENT SHALL CONFORM WITH ASTM A 615 GRADE 60.

3. REINFORCEMENT LAP SPLICES AND EMBEDMENT LENGTHS SHALL CONFORM

TO TABLE A, CLASS B, CASE 2 LENGTHS SHOWN ON THIS DRAWING.

4. CONCRETE COVER OVER REINFORCEMENT SHALL CONFORM TO THE

MINIMUMS REQUIRED BY TABLE B ON THIS DRAWING.

5. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO ACI 318

AND ACI SP-66.

6. MECHANICAL EQUIPMENT PADS ON FLOOR SLABS SHALL BE 4" THICK (MIN) AND

REINFORCED WITH #4'S AT 12" ON CENTER (MAX) EACH WAY, UNLESS OTHERWISE

NOTED.

7. SUBSTITUTION OF EXPANSION OR DRILLED AND GROUTED-IN ANCHORS FOR

EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE PERMITTED.

9. THE STRUCTURE SHALL NOT BE CONSIDERED TO BE STABLE DURING

CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE

CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION

BRACING REQUIRED.

10. SEE SPECIFICATIONS FOR REQUIRED USE OF RECYCLED MATERIALS, STEEL

FRAMING, LIGHT GAGE STEEL FRAMING AND METAL DECK SHALL CONTAIN A

MINIMUM OF 20 PERCENT RECYCLED CONTENTS. ADDITIONALLY, A MINIMUM

OF 10 PERCENT REGIONAL MATERIAL SHALL BE USED IN THE PROJECT. A

MATERIAL OBTAINED WITHIN 500 MILES RADIUS FROM THE PROJECT SITE IS

CONSIDERED AS REGIONAL MATERIAL.

11. CONTRACTOR TO ESTABLISH AND OBSERVE A MATERIALS ACQUISITION

PLAN THAT WILL OBTAIN NO FEWER THAN FOUR (4) LEED-NC V2009 ("v3.0")

POINTS FROM THE COMBINED TOTALS EARNED IN CATEGORIES MR2, MR4,

AND MR5, AND ANY CONSEQUENT ID POINTS ASSOCIATED WITH CATEGORY

ACHIEVEMENTS.

12. EXPANSION JOINT FILLER SHALL BE NON-EXTRUDING PREMOLDED MATERIAL

COMPOSED OF FIBERBOARD IMPREGNATED WITH ASPHALT CONFORMING TO THE

REQUIREMENTS OF ASTM D1751 UNLESS NOTED OTHERWISE.

CAST-IN-PLACE CONCRETE NOTES

GENERAL STRUCTURAL NOTES

PRE-CAST CONCRETE WALL NOTES

1. ALL PANELS SHALL BE CAST WITH OUTSIDE FACE OF WALL PANEL DOWN,

UNLESS OTHERWISE NOTED.

2. CASTING BED FOR PANELS SHALL BE COATED WITH AN APPROVED BOND

BREAKING COMPOUND IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

3. AT THE CONTRACTOR'S OPTION, PANELS MAY BE CAST ON SITE OR SHOP

FABRICATED.

4. WALL PANEL CONSTRUCTION SHOWN HAS BEEN DESIGNED ON THE BASIS OF

GRAVITY AND WIND LOADS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DESIGN REQUIREMENTS FOR LIFTING OF PANEL IN PLACE AND TEMPORARY

SHORING, TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL LATERAL

BRACING AND WALL PANELS ARE PROPERLY CONNECTED TO THE BUILDING

FRAME, AND THE WALL PANEL HAS DEVELOPED A MINIMUM COMPRESSIVE

STRENGTH OF 4000 PSI.

5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR REVEALS, REGLETS,

OPENINGS AND ALL EMBEDDED ITEMS NOT SHOWN ON STRUCTURAL

DRAWINGS, WHICH ARE TO BE PROPERLY POSITIONED BEFORE CASTING

PANELS.

6. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED FINISHES.

7. ALL CAST-IN-PLACE CONCRETE NOTES SHALL APPLY TO THIS SECTION

UNLESS OTHERWISE NOTED HEREIN.

8. CONCRETE PANELS SHALL BE INSULATED (SANDWICH) WITH 6" THICK

CONCRETE ON INTERIOR SIDE. REFER TO ARCHITECTURAL AND MECHANICAL

DRAWINGS FOR THICKNESS OF INSULATION AND THICKNESS OF EXTERIOR

SIDE OF PANEL. INSULATION SHALL BE CONTINUOUS THROUGHOUT AND

EXTENDS TO EDGE OF PANEL IN ALL DIRECTIONS, U.O.N..

9. 28 DAYS COMPRESSIVE STRENGTH OF THE CONCRETE FOR THE PANELS

SHALL BE 5000psi.

BAR

SIZE

BAR

DIAMETER

(in.)

CLASS B LAP (in.)

TOP BAR OTHER BARS

CASE 1 CASE 2

TOP BAR OTHER BARS

CASE 1 CASE 2CASE 1 CASE 2 CASE 1 CASE 2

22 32 17 25 28 42 22 32 29 43 22 33 37 56 29 43

0.375 0.500 0.625 0.750 0.875 1.000 1.128 1.270

1.410 101

196 101

DEVELOPMENT AND

CLASS A LAP (in.)

1. TABLE A PRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS BASED ON ACI318, SECTION 12.2.2.

2. CLASS A LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF OR FEWER BARS AT THE SAME LOCATIONS OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT AREA PROVIDED IS AT LEAST TWICE THAT REQUIRED.

3. CLASS B LAP LENGTHS APPLY WHEN MORE THAN HALF THE BARS ARE SPLICED AT A LOCATION OF MAXIMUM STRESS IN THE BARS.

4. CASE 1 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER EQUAL TO OR GREATER THAN THE BAR DIAMETER, CLEAR BAR SPACING EQUAL TO OR GREATER THAN THE BAR DIAMETER AND WITH STIRRUPS OR TIES NOT LESS THAN THE CODE MINIMUM THROUGH OUT THE LENGTH IN THE TABLE; AND FOR OTHER ELEMENTS WITH CONCRETE COVER EQUAL TO OR GREATER THAN TWO TIMES THE BAR DIAMETER AND CLEAR SPACING NOT LESS THAN TWO TIMES BAR DIAMETER.

5. CASE 2 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER, OR CLEAR BAR SPACING LESS THAN THE BAR DIAMETER; AND FOR OTHER ELEMENTS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER

OR CLEAR BAR SPACING LESS THAN TWO TIMES THE BAR DIAMETER.

6. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST BELOW THE REINFORCEMENT.

7. MULTIPLY LENGTHS SHOWN BY 0.87 FOR 4,000 psi CONCRETE.

8. MULTIPLY LENGTHS SHOWN BY 1.3 FOR LIGHTWEIGHT AGGREGATE CONCRETE.

9. MULTIPLY LENGTHS SHOWN BY 1.3 FOR EPOXY-COATED BARS.

fy = 60,000 psi, f'c = 3,000 psi (see notes)

TABLE A - REINFORCEMENT TENSION LAPS AND DEVELOPMENT

DESCRIPTION SINGLE LAYER

TWO LAYERS

REMARKS

SLAB

BEAMS

OTHER

ON GRADE

OF RIBBED MATS

SUPPORTED

ON CARTON FORMS

ON CONCRETE

ON METAL DECK

FORMED GRADE BEAMS

IN RIBBED MATS

ABOVE GRADE

JOISTS

SPOT FOOTINGS

COLUMNS AND PLINTHS

DESCRIPTION

1 1/2" FROM TOP

TOP BOTTOM

CENTERED

CENTERED

3/4"

3/4"

3/4"

3"

3/4"

1 1/2"

SIDE TOP BOTTOM

1 1/2"

1 1/2"

1 1/2" 1 1/2"

1 1/2" 1 1/2"

1 1/2"

2"

3"

3/4" 3/4"

2"

3"

1 1/2"

3/4"

3"

1 1/2" WHEN EXPOSED TO

WEATHER

T/4 (1 1/2"<T/4 <2 1/2")

T = SLAB THICKNESS2

3 2" FOR #6 AND LARGER OR

EXPOSED TO EARTH

4 3" IF CAST ON EARTH

2" FOR #6 AND LARGER WHEN

EXPOSED TO WEATHER

5 5

1 1

NOTE: UNLESS OTHERWISE NOTED ON DRAWINGS, CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS SHALL COMPLY WITH LISTED VALUES. COVER SHALL COMPLY WITH REQUIREMENTS OF ACI 318 FOR ELEMENTS NOT DESCRIBED.

3/4" FROM BOTTOM

1 1/2" FROM BOTTOM

WALLS INTERIOR FACES

EXTERIOR EXPOSED FACES

CENTERED

CENTERED

3/4"

1 1/2"

TABLE B

CONCRETE COVER (in) FOR CAST-IN-PLACE

NON-PRESTRESSED CONCRETE FOR BUILDINGS

1 1

1. STRUCTURES SHOWN ON DRAWINGS AS PRE-ENGINEERED METAL BUILDINGS SHALL BE A

MANUFACTURER'S STANDARD PREFABRICATED METAL STRUCTURE OF THE

APPROXIMATE INSIDE AREA SHOWN EXCEPT AS NOTED. COLUMN OR RIGID FRAMES

SHALL BE SPACED AS SHOWN ON PLANS, HOWEVER, MINOR VARIATIONS MAY BE

PERMITTED (SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER), BUT OVERALL

DIMENSIONS SHALL REMAIN AS SHOWN ON PLANS. MINIMUM WEB THICKNESS OF

COLUMNS OR RIGID FRAMES SHALL BE 3/16". FINAL COLUMN POSITIONS/ORIENTATIONS TO

BE DETERMINED BY P.E.M.B. MANUFACTURER AND SHALL BE COORDINATED WITH ARCH.

DRAWINGS.

2. THE STRUCTURE SHALL BE DESIGNED & FABRICATED ACCORDING TO THE CONTRACT

SPECIFICATION, AISC, MBMA, AND AISI LATEST SPECIFICATIONS. THE DIMENSIONAL

TOLERANCES OUTLINED IN THE AWS CODE UNDER WORKMANSHIP & THE TOLERANCES

APPLICABLE TO HOT ROLLED STEEL UNDER THE AISC "STANDARD MILL PRACTICE" SHALL

BE REQUIRED IN THE FABRICATION OF THE STEEL BUILDING FRAMES.

3. A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE RIGID FRAMES,

GIRTS, PURLINS, JOISTS, X-BRACING, FRAMING REQUIRED AROUND DOORS, AND

STRUCTURAL ITEMS SHOWN ON THIS SHEET IN 'NOTES TO PRIME CONTRACTOR' AND

LAYOUT OF ANCHOR RODS AND OTHER EMBEDDED ITEMS SHALL BE SUBMITTED FOR

APPROVAL WITH ALL THE MAIN MEMBERS, TYPICAL CONNECTIONS (SHOWING BOLT HOLES

AND WELDS), AND ERECTION DRAWINGS.

4. THE STRUCTURES SHALL BE DESIGNED TO SUPPORT ALL MECHANICAL EQUIPMENT

INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS & ALL OTHER ITEMS NEEDED OR

INDICATED IN THE CONTRACT DRAWINGS. ADDITIONAL GIRTS, JOISTS, OR PURLINS SHALL

BE ADDED TO ACCOMMODATE THESE LOADS.

5. DESIGN LOADS SHALL CONFORM WITH LIVE LOADS, WIND LOAD AND SEISMIC LOAD

PARAMETERS GIVEN IN THE GENERAL NOTES PLUS COLLATERAL DEAD FROM

MECHANICAL EQUIPMENT, CEILING, AND SPRINKLERS (HOWEVER NOT LESS THAN NOTED

UNDER GENERAL NOTES) AS APPLICABLE. LOAD COMBINATIONS AND DESIGN STRESSES

SHALL COMPLY WITH AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.

6. RIGID FRAME ANCHOR RODS SHALL BE DESIGNED AND FURNISHED BY THE

CONTRACTOR. ANCHOR RODS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER FOR

THE FRAME REACTIONS FURNISHED BY THE METAL BUILDING MANUFACTURER. AND

SHALL BE SUBMITTED FOR APPROVAL. BASE REACTIONS OF MOMENT FRAMES AND ALL

OTHER COLUMNS SHALL BE BASED ON PINNED CONNECTIONS AT THE FOUNDATION. A

MINIMUM OF FOUR (4) ANCHOR RODS SHALL BE PROVIDED AT EACH COLUMN.

7. THE PRE-ENGINEERED METAL BUILDING SUPPLIER SHALL VERIFY FOUNDATION FOR

ACTUAL REACTIONS. FOUNDATIONS SHOWN SHALL BE THE MINIMUM REQUIRED AND ANY

NECESSARY REVISIONS TO THE FOUNDATION SHALL BE DONE AT NO ADDITIONAL COST TO

THE GOVERNMENT.

8. REFER TO SPECIFICATION 13 34 19 (PREENGINEERED METAL BUILDINGS) FOR

COLLATERAL (MECH/ELEC) LOADS, AND OTHER REQUIREMENTS. LATERAL DEFLECTION OR

DRIFT AT THE ROOF LEVEL SHALL BE LESS THAN H/240, WHERE H IS BUILDING EAVE

HEIGHT, UNDER FULL WIND PRESSURE (NO REDUCED WIND LOAD IS ALLOWED).

PRE-ENGINEERED METAL BUILDING NOTES

DESIGN CRITERIA

GOVERNING BUILDING CODES:

INTERNATIONAL BUILDING CODE (IBC) 2012

ASCE 7-10

ACI 318-11

AISC 14TH EDITION

AISC 360-10

MBMA/MBSM 2006

AISI 2007

SDI 2004

SJI 2007

1. DESIGN LOADS:

DEAD LOADS: ACTUAL LOAD OF MATERIAL

MIN. ALLOWANCE FOR MECHANICAL & MISC. 7PSF

LIVE LOADS:

ROOF - 20PSF

ADMINISTRATION BUILDING FLOOR LOAD - 150PSF

STORAGE BUILDING FLOOR LOAD - 150PSF

WIND LOAD: (ASCE 7-10)

BASIC WIND SPEED - 135MPH

IMPORTANCE FACTOR - 1.0

WIND DRIFT LIMIT h/240

SEISMIC LOADS: (IBC 2012)

0.2 SEC. SPECTRAL ACCELERATION Ss - 0.084g

1 SEC. SPECTRAL ACCELERATION S1 - 0.020g

SITE CLASS - D

SITE COEFFICIENT Fa - 1.6 SITE COEFFICIENT Fv - 2.4

0.2 SEC. SPECTRAL RESPONSE Sds - 0.090

1 SEC. SPECTRAL RESPONSE Sd1 - 0.030

SEISMIC DESIGN CATEGORY - A

OCCUPANCY CATEGORY - II

IMPORTANCE FACTOR, I - 1.0

SNOW LOADS:

GROUND SNOW LOADS Pg - 0

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

Ac tio n D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H C

H

IE

F, S

TR

U

C

TU

R

AL

S

EC

TI

O

N

2"

'-0

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A

P R

IL

W

G

-1 4-

R -0

Fort Worth District

N . A

LM

A

SR

I, P .E

J.

R

O

BB

IN

S

ZA

C

H

AR

Y H

. G

ER

IC

H

, P .E

BS002

G

EN

ER

A

L N O

TE

S

DE

T A

IL

S I

E . S

AL

A

H

AT

, P .E

/1

FOUNDATION NOTES

1. FOUNDATION SHALL BE DESIGNED BASE ON SOIL REPORT DATED FEBRUARY 2014

PREPARED BY THE US ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT. REFER TO

THE FALFURRIAS, TEXAS U.S. BORDER PATROL CHECKPOINT (U.S. HIGHWAY 281)

FOUNDATION AND PAVEMENT DESIGN ANALYSIS REPORT FOR ADDITIONAL

INFORMATION.

2. DESIGN FOUNDATION BEARING PRESSURE (NET) 2000 PSF, REFER TO SOIL REPORT FOR

SITE PREPARATION AND MORE INFORMATION.

3. CONSTRUCTION JOINTS (C.J.) SHALL BE PLACED IN LANES THRU SLABS AND BEAMS AND

SAW CUT JOINTS IN SLABS PERPENDICULAR TO THE LANES AT THE SPACING SHOWN ON

THE FOUNDATION PLAN.

4. COORDINATE WITH TABLE B ON SHEET BS002 FOR CONCRETE COVER REQUIREMENTS.

5. CHECK FOUNDATION PLANS AND UNDERFLOOR PLUMBING PLANS FOR APPROXIMATE

LOCATION OF LINES AND SLEEVES THROUGH FOUNDATION SLABS. GENERAL

CONTRACTOR SHALL VERIFY LOCATION BEFORE CONCRETE PLACEMENT.

C

LR

3"

G R

O U

T

1/ 2"

N O

N -S

H R

IN

K

4' -6

" M

IN

1'

6"

8#7

#3 TIES @ 9"

(3 @ 3" @ TOP)

2" CLR.

NOTE:

30" MINIMUM PILASTER DIAMETER TO

ACCOMODATE ANCHOR BOLTS

CANOPY COLUMN PER

CANOPY PROVIDER

3' -0

" M

IN

3" 3"

3"

TY

P .9"

COMPRESSABLE JOINT

FILLER W/SEALANT

PAVEMENT REFER

TO CIVIL DWG.

GALVANIZED ANCHOR BOLTS

PER CANOPY PROVIDER

#7 @ 12 " T&B

8'-0" x 8'-0" MIN. FOR SECONDARY NON-COMMERCIAL CANOPIES

12'-0" x 12'-0" MIN. FOR MAIN CANOPIES & SECONDARY COMMERCIAL CANOPIES

2' -0

" M

IN

2'

-0 " M

IN

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

Ac tio n D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H C

H

IE

F, S

TR

U

C

TU

R

AL

S

EC

TI

O

N A s in di ca te d

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A

P R

IL

W

G

-1 4-

R -0

Fort Worth District

N . A

LM

A

SR

I, P .E

J.

R

O

BB

IN

S

ZA

C

H

AR

Y H

. G

ER

IC

H

, P .E

BS003

G

EN

ER

A

L N

O

TE

S

DE

T A

IL

S

II

E

. S

AL

A H

AT

, P

.E

/1

4/

3/4" = 1'-0"1 FOOTING SECTION

1. UNLESS OTHERWISE SPECIFIED, HOT-ROLLED STEEL BUILDING MEMBERS USING W-SHAPES

SHALL BE ASTM A992, M-, S-, AND CHANNEL SHAPES ASTM A572 GRADE 50, SQUARE,

RECTANGULAR & ROUND HSS SHAPES ASTM A 500 GRADE B, ANGLES AND MISCELLANEOUS

STIFFENER PLATES ASTM A36.

2. CONNECTIONS DESIGN SHALL BE THE CONTRACTOR'S RESPONSIBILITY. ALL SHEAR

CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE STANDARD AISC WELDED OR

AISC BOLTED CONNECTIONS AND SHALL HAVE SUFFICIENT CAPACITY TO SUPPORT THE END

REACTION EQUAL TO THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE ALLOWABLE

UNIFORM LOAD TABLES IN PART 10 OF AISC STEEL CONSTRUCTION MANUAL. CONNECTIONS

SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER AND SUBMITTED FOR APPROVAL PRIOR

TO FABRICATION.

3. WELDING SHALL CONFORM WITH AWS D1.1 STRUCTURAL WELDING CODE. MINIMUM WELD SIZE

SHALL BE 3/16" CAPACITY U.O.N.

4. ALL BOLTS FOR BEAM CONNECTIONS SHALL BE ASTM A325N WITH A MINIMUM DIAMETER OF 3/4"

UNLESS OTHERWISE NOTED. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE

CONNECTIONS, UNLESS NOTED AS SLIP CRITICAL. WASHERS SHALL BE INSTALLED UNDER NUTS

OF FASTENERS WHEN REQUIRED BY THE SPECIFICATION FOR STRUCTURAL JOINTS.

5. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 36, UNLESS OTHERWISE NOTED.

6. STEEL ROOF DECK SHALL BE 1 1/2" DEEP WR 20 GA. THICKNESS. STANDARD METAL DECKING

SHALL BE ASTM A653 SQ. GRADE 33KSI MINIMUM WITH G90 GALVANIZED COATING. DECKING

SHALL BE CONTINUOUS OVER AT LEAST THREE (3) SPANS MINIMUM WITH THE FOLLOWING

MINIMUM PROPERTIES; I = .212 in^4, Sp = 0.234 in^3/ft, Sn = 0.247 in^3/ft.

7. SUBPURLINS SHALL BE DESIGNED TO SUPPORT LOADS SHOWN WITH LIVE DEFLECTION LIMITED

TO L/360 AND WITH TOTAL LOAD DEFLECTIONS LIMITED TO L/240 (L IS CLEAR SPAN).

8. ALL SHELF ANGLES, STRUCTURAL ANGLES, EMBEDDED PLATES, STEEL LINTELS, ETC.

SUPPORTING MASONRY VENEER SHALL BE HOT DIP GALVANIZED, G-90. ALL EXPOSED ANGLES,

PLATES, ETC. SHALL BE HOT DIP GALVANIZED, G-90.

STEEL FRAMING NOTES

1. DESIGN, FABRICATION AND ERECTION OF JOISTS, JOIST EXTENSIONS, JOIST

SUBSTITUTES, AND JOIST GIRDERS SHALL CONFORM TO THE CURRENT SJI STANDARD

SPECIFICATIONS.

2. STEEL JOISTS, JOIST EXTENSIONS, JOIST SUBSTITUTES, AND JOIST GIRDERS SHALL BE AS

SHOWN ON THE PLANS FOR THE INDICATED SLOPES AND FOLLOWING CRITERIA:

A. ALL ROOF JOISTS, JOIST EXTENSIONS, JOIST SUBSTITUTES, AND JOIST GIRDERS ARE

DESIGNED FOR:

1. ROOF DEAD LOAD OF 20psf

2. ROOF LIVE LOAD OF 20psf WITH LIVE LOAD DEFLECTION LESS THAN L/360 AND WITH TOTAL

LOAD DEFLECTIONS LIMITED TO L/240 (L IS CLEAR SPAN).

3. FOR CALCULATING NET UPLIFT VALUES, REDUCE BY 60 PERCENT OF THE ACTUAL DEAD

LOAD (NOT DESIGN DEAD LOAD).

4. ANY CONCENTRATED LOADS OVER 50lbs (COORDINATE WITH MANUFACTURER AND

PROVIDE DETAIL ON SHOP DRAWINGS) INCLUDING (BUT NOT LIMITED TO)

MECHANICAL EQUIPMENT.

B. THE TOP CHORDS OF THE ROOF JOISTS SHALL BE DESIGNED TO SUPPORT:

1. CONCENTRATED LOADS FROM THE ROOF SYSTEM.

2. 20psf LIVE LOAD.

3. WIND UPLIFT LOADS.

4. ANY CONCENTRATED LOADS OVER 50lbs (COORDINATE WITH JOIST MANUFACTURER

AND PROVIDE DETAIL ON SHOP DRAWINGS) INCLUDING (BUT NOT LIMITED TO)

MECHANICAL EQUIPMENT.

C. JOIST BRIDGING SHALL BE PROVIDED BY THE JOIST MANUFACTURER AS REQUIRED TO

ACCOMMODATE GRAVITY LOADING AND WIND UPLIFT.

D. JOISTS WITH INSTALLED SLOPES GREATER THAN 1/2" PER FOOT HAVE BEEN SELECTED

FROM THE STANDARD LOAD TABLE USING THE SLOPED SPAN LENGTH OF THE JOIST AND

COMPONENT DEAD AND LIVE LOADS NORMAL TO THE JOIST. THE COMPONENT OF THE

LOAD PARALLEL TO THE TOP CHORD (AXIAL FORCE) SHALL BE ADDED TO THE JOIST BY

THE JOIST FABRICATOR.

3. SLOPED JOISTS SHALL HAVE A MIN. JOIST SEAT DEPTH AS PER SJI (U.O.N.) STANDARD

SPECIFICATIONS. DEPTHS SHALL BE ADJUSTED AS REQUIRED TO PROVIDE UNIFORM EAVE

HEIGHT OF FINISH ROOF ELEVATION.

4. UNLESS OTHERWISE NOTED, ALL JOISTS, PURLING OR SUBPURLINS SUPPORTING THE

ROOF DECK SHALL BE FIELD WELDED TO SUPPORTING MEMBERS OR TO PRESET

BEARING PLATES.

5. WELD ALL STEEL JOIST TO STEEL BEARING WHERE SUCH BEARING OCCURS, EXCEPT

WHERE BOLTED CONNECTIONS ARE REQUIRED TO COMPLY WITH THE GOVERNING

STANDARDS OR REGULATIONS.

6. WHERE JOIST BEARING CONDITIONS REQUIRE NONSTANDARD BEARING ENDS, JOISTS

FABRICATOR SHALL PROVIDE SPECIAL BEARING ENDS TO ACCOMMODATE SUCH

CONDITIONS AND THE REQUIRED BEARING LENGTH, PROVIDE SPECIALLY FABRICATED

SLOPED END BEARING ON ALL ROOF JOISTS WITH A SLOPE GREATER THAN 1/4" PER FOOT.

7. BETWEEN PANEL POINTS OF STEEL JOISTS, THE BOTTOM CHORD SHALL NOT SUPPORT

OVER 50lb VERTICAL LOAD WITHOUT ADEQUATE REINFORCING OF BOTTOM CHORD, NO

VERTICAL LOAD SHALL BE IMPOSED ON BRIDGING.

STEEL JOIST NOTES

COLD FORMED METAL NOTES

1. UNLESS OTHERWISE NOTED, ALL COLD FORMED METAL STRUCTURAL FRAMING

MEMBERS SHALL BE MANUFACTURED FROM ZINC COATED SHEET CONFORMING TO

CURRENT ASTM A653 WITH MINIMUM YIELD STRENGTH OF 33 KSI.

18 GA. Fy=33 KSI 16 GA. AND HEAVIER Fy=50 KSI

2. ALL COLD FORMED METAL STUD WALLS SHALL BE FULL HEIGHT WITHOUT

INTERMEDIATE SPLICES UNLESS OTHERWISE DETAILED.

3. BOTTOM RUNNER SHALL BE FASTENED TO CONCRETE SLAB AT A MAXIMUM SPACING OF

16" O.C. USE HILTI X-ZF OR TO STEEL USING HILTI X-U 15 POWER ACTUATED FASTENER

WITH TOP HAT CLAMPING WASHERS, OR APPROVED EQUAL.

4. PROVIDE COLD FORMED CHANNEL HORIZONTAL BRIDGING THROUGH

THE STUD PUNCH OUTS.

5. EXTERIOR WALL STUDS SHALL BE 600S162-43 AT 16" O.C. MAX. WITH 600T125-43

TRACK. (TYP, U.O.N.)

6. ALL EXTERIOR COLD FORMED FRAMING SHALL BE 18 GA (MIN) OR AS REQUIRE BY

DESIGN, WHICHEVER IS HEAVIER.

1. MINIMUM CLEARANCE OF 1" OR LIVE LOAD DEFLECTION, WHICHEVER GREATER, FOR SLAB ON GRADE

FLOORS. WHEN STUDS EXTEND TO DECK OR FLOOR ABOVE, PROVIDE THE REQUIRED MINIMUM

CLEARANCE WITH LATERAL SUPPORT AT BOTTOM CHORD.

2. THIS LATERAL SUPPORT DETAIL IS ALSO FOR WHEN CROSS WALL SUPPORT SPACING EXCEEDS 8'-0".

PERPENDICULAR TO JOISTS, TRUSSES, BEAMS AND GIRDERSPARALLEL TO JOISTS, TRUSSES, BEAMS AND GIRDERS

METAL DECK, ROOF OR FLOOR

FIRE STOPPING MATERIAL AS REQUIRED

CONT. TRACK

L2 1/2x2x3/16 (LLV)x6" @

6'-0" O.C. WELD TO 3/16" L

(SEE NOTE 4)

BEAM/GIRDERS BOTTOM

FLANGE OR JOIST/TRUSS

BOTTOM CHORD (TYP)

L2x2x3/16 WELD TO JOIST/TRUSS

BOTTOM CHORD OR BEAM BOTTOM

FLANGE @ 6'-0" O.C.

SEE NOTE 1

SEE NOTE 1

CONT. TRACK

L2x2x3/16 (LLV) x8" WELD TO BOTTOM

CHORD OF JOISTS OR TRUSS OR

BEAM BOTTOM FLANGE

FIRE STOPPING MATERIAL AS REQUIRED

SEE NOTE 1

SEE NOTE 1

METAL DECK, ROOF OR FLOOR

JOIST OR TRUSS BOTTOM CHORD

OR BEAM BOTTOM FLANGE

BOTTOM RUNNER

TRACK

BRIDGING

TOP

RUNNER

TRACK

METAL STUD

16" TYP. SPACING

METAL

STUD BRIDGING

16 GAGE CLIP

ANGLE

1/

2" C

LE

AR

DO NOT ATTACH

STUDS TO TRACK

BELOW BEAM

METAL STUD

(TYP.)

REFER "LIGHT GAGE

METAL NOTES"

CONCRETE

FLOOR

TRACK (TYP.)

16 GA. DEEP

LEG

DEFLECTION

TRACK

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

Ac tio n D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H C

H

IE

F, S

TR

U

C

TU

R

AL

S

EC

TI

O

N A s in di ca te d

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A

P R

IL

W

G

-1 4-

R -0

Fort Worth District

N . A

LM

A

SR

I, P .E

J.

R

O

BB

IN

S

ZA

C

H

AR

Y H

. G

ER

IC

H

, P .E

BS004

G

EN

ER

A

L N

O

TE

S

D

ET

AI

LS

II

I

E . S

AL

A

H

AT

, P .E

/1

4/

3/4" = 1'-0"BS004

METAL STUD INTERIOR PARTITIONS LATERAL

SUPPORT

3/4" = 1'-0"BS004

TYPICAL METAL STUD HORIZONTAL BRIDGING

ISOMETRIC

1" = 1'-0"BS004

3 TYPICAL STUD TRACK ANCHOR TO FLOOR

GYPSUM WALLBOARD CEILING

ACOUSTICAL TILE CEILING

PLASTER CEILING

4'-0"

5'-0"

6'-0"

7'-0"

8'-0"

4'-0"

3'-6"

3'-0"

3'-0"

2'-6"

24 GA. 7/8"

24 GA. 1 5/8"

24 GA. 2 1/2"

24 GA. 2 1/2"

24 GA. 3 5/8"

3'-0"

4'-0"

5'-0"

6'-0"

7'-0"

8 GAGE

8'-0"

8 GAGE

6 GAGE

6 GAGE

6 GAGE

B.F.

1 1/2" C.R. 48"

1 1/2" C.R. 36"

1 1/2" H.R. 36"

1 1/2" H.R. 36"

2" H.R. 36"

2 1/2" H.R. 36"

MAX.

JOIST

SPACING

JOIST

SPACING

C.R. - COLD ROLLED

H.R. - HOT ROLLED

B.F. - BOLTED FLAT (3/8" DIA. BOLTS & 1"x3/16" BAR)

HANGER

SIZE

FURRING

SIZE SPACING

FURRING

SIZE

HANGER

SPACING

DECK

COLD-FORMED

LIGHT-GAGE

TRUSSES,

JOISTS OR

BEAMS

DESIGN NOTE:

SUSPENDED CEILING IS SHOWN.

WHERE SUSPENDED CEILING IS NOT

REQUIRED, AT EACH FURRING

(CHANNELS OR STUDS AS REQUIRED

BY SPAN) DIRECTLY TO BOTTOM OF

JOIST OR BEAMS.

FURRING @ 16" O.C.

GYPSUM BOARD CEILING

DECK

1 1/2" RUNNER CHANNELS

T BAR GRID SYSTEM

DECK

RUNNER

FURRING

SEE SPECS PLASTER CEILING

TRUSS, BEAM OR JOIST SPACING

@ 4'-0" O.C. OR LESS

COLD-FORMED LIGHT GAGE

TRUSSES, BEAMS, OR JOISTS

12 GA. HANGING

WIRES @ 4'-0" O.C.

MAX.E.W.

8 GA. HANGING

WIRES

DECK

T BAR GRID SYSTEM

12 GA. HANGING

WIRES @ 4'-0" O.C.

MAX. E.W.

@ MORE THAN 4'-0" O.C.

COLD-FORMED LIGHT GAGE

TRUSSES, BEAMS, OR JOISTS

AUXILIARY FURRING @ 4'-0" O.C.

SIZE AS REQUIRED BY JOIST

SPACING, WELDED OR BOLTED

TO JOIST

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

Ac tio n D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H C

H

IE

F, S

TR

U

C

TU

R

AL

S

EC

TI

O

N

'-0

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A

P R

IL

W

G

-1 4-

R -0

Fort Worth District

N . A

LM

A

SR

I, P .E

J.

R

O

BB

IN

S

ZA

C

H

AR

Y H

. G

ER

IC

H

, P .E

BS005

G

EN

ER

A

L

NO

TE

S

DE

T A

IL

S I V

E . S

AL

A

H

AT

, P .E

/1

4/

1" = 1'-0"BS005

1 SUSPENDED CEILING DETAILS

GENERAL CANOPY NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ALL FOUNDATION DESIGN, ANCHOR BOLT

DESIGN, BASE PLATE DESIGN AND SUPERSTRUCTURE DESIGN. CONTRACTOR

SHALL DEIGN THE BUILDING FOR FUTURE EXPANSION AND SHALL PROVIDE FOR

CONNECTION OF FUTURE EXPANSION. THE DESIGN SHALL BE SUBMITTED TO

CONTRACTING AUTHORITY PRIOR TO FABRICATION FOR REVIEW AND APPROVAL.

2. THE STRUCTURE SHALL HAVE A MINIMUM COLUMN SPACING OF 25 TO 30 FEET.

CONTRACTOR SHALL COORDINATE COLUMN LOCATIONS WITH LICENSE PLATE

READER (LPR) PROVIDER, TO ENSURE COLUMN LOCATIONS DO NOT INTERFERE

WITH LPR SIGHTLINES.

3. REFER TO GEOTECHNICAL REPORT FOR SOIL PARAMETERS AND FOUNDATION

DESIGN REQUIREMENTS.

4. MINIMUM THICKNESS OF EXPOSED STEEL SHALL BE 3/16.

5. CONTRACTOR SHALL LIMIT THE DRIFT TO L/50.

6. CONTRACTOR SHALL ASSUME A PIN CONNECTION AT BASE OF COLUMNS.

7. CONTRACTOR SHALL PROVIDE A MINIMUM DIAPHRAGM OF 22 GAGE METAL DECK.

8. REFER TO AND COORDINATE WITH ARCHITECTURAL, CIVIL, MECHANICAL AND

ELECTRICAL DRAWINGS.

9. THE PRE-ENGINEERED METAL BUILDING SUPPLIER SHALL VERIFY FOUNDATION FOR

ACTUAL REACTIONS. FOUNDATIONS SHOWN SHALL BE THE MINIMUM REQUIRED

AND ANY NECESSARY REVISIONS TO THE FOUNDATION SHALL BE DONE AT NO

ADDITIONAL COST TO THE GOVERNMENT.

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

Ac tio n D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H C

H

IE

F, S

TR

U

C

TU

R

AL

S

EC

TI

O

N

2"

'-0

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A

P R

IL

W

G

-1 4-

R -0

Fort Worth District

N . A

LM

A

SR

I, P .E

J.

R

O

BB

IN

S

ZA

C

H

AR

Y H

. G

ER

IC

H

, P .E

BS101

PR

IM

AR

Y

C A N

O

PY

N O

TE

S

E . S

AL

A

H

AT

, P .E

/1

DRAWING ABBREVIATIONS

CONCRETE/ PRECAST

CONCRETE

SOIL

GYPSUM BOARD

BRICK

CMU

GROUT/SAND

RIGID INSULATION

BATT INSULATION

GLASSMAT SHEATHING

CEILING SYMBOLS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED INSTALLED

BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H -------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

1i

0 GRID / COLUMN

LINE DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

EXIT LIGHT

INTERIOR ELEVATION

1i WALL TYPE

WINDOW TYPE

A101

SIM

SECTION

Room name

101 ROOM NAME/NUMBER

A101

Ref

A101

Ref

EXTERIOR ELEVATION

1 REVISION TAG

A-101

SIM

PLAN, BLOW-UP DETAIL

PLAN NORTH

NORTH ARROW w/

TRUE NORTH INDICATIONSPOT ELEVATION

Name Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAAB/MM

FLUID APPLIED AIR BARRIER/MOISTURE MEMBRANE

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED INSTALLED BY

GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLASGYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RMMACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RMMECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PVB POLYVINYL BUTYRAL

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN DISPENSER

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TPD TOILET PAPER DISPENSER

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U --------------------

UNO UNLESS NOTED OTHERWISE

URN URINAL

W --------------------

WR WASTE RECEPTACLE

2' x 2' ACT CEILING

2' x 4' ACT CEILING

SHEET KEYNOTE

GYP. BD. CEILING

1' x 1' ACT CEILING

2 X 4 LIGHT FIXTURE

2 x 2 LIGHT FIXTURE

SUSP. FLUORESCENT LIGHT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

INDEX OF DRAWINGS

1. TYPICAL NOTES AND LEGENDS ON THIS SHEET ARE APPLICABLE TO

ARCHITECTURAL DRAWINGS ONLY.

2. UNO, ALL DIMENSIONS ARE TO FACE OF STRUCTURAL WALL, GYPSUM BOARD,

OR COLUMN CENTERLINE.

3. ALL DIMENSIONAL DATA IS IN IMPERIAL UNITS.

4. REFER TO CIVIL DRAWINGS FOR ALL CURBS, SIDE-WALKS, RAMPS, AND OTHER

CONSTRUCTION OUTSIDE THE BUILDING PERIMETER.

5. REFER TO CA-310, CA-311, CA-312, AND CA313 FOR WALL TYPE

CONSTRUCTION.

6. REFER TO CA-603 FOR DOOR SCHEDULE.

7. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

8. CONTRACTOR TO PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS.

10. ALL SHORING AND BRACING SHALL BE IN ACCORDANCE WITH OSHA

REQUIREMENTS AND OTHER AGENCIES HAVING JURISDICTION.

11. REFER TO CA-605 FOR GLAZING SCHEDULE.

WOOD

ARCHITECTURAL

CONCRETE

STONE

METAL

GRANULAR FILL

GENERAL NOTES

FLOOR PLAN GENERAL NOTES

CA-001

BUILDING ID

DISCIPLINE

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

I - INTERIOR

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

SHEET NUMBER WITHIN SERIES

NUMBERING SYSTEM

LEGEND

ANNOTATION CALLOUTS/DRAWING SYMBOLS

MATERIALS

1 View Name 1/8" = 1'-0"

DRAWING TITLE

DRAWING SCALE

NUMBER ON SHEET

A

,OH

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

A ct io n

D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H

/1 6"

'-0

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A pr il

, 2

W

G

-1 4-

R -0

Fort Worth District

A An ya eg bu na m

J.

G

AR

ZA

, S . W

EI

S

SE

N

ST

E

IN

W

IL

LI

A

M J

. L

AW

R E

N C

E, R

.A

C H

IE

F

AR

C

H

IT

EC

TU

R E

BA001

A

BB

R E

VI

AT

IO

NS

A

An ya eg bu na m

/2

0/

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

VE

RT

IC

AL

G

RA

B B

AR

DE

SK

DE

SK

BA201

BA2021

BA201

BA202

0'

-0 " M

IN

F

R O

M F

R O

N T

ED

G

E O

F C

AN

O

PY

T

O B

O O

TH

DUAL ELEVATION

INSPECTION BOOTH

RE: BA120 FOR BOOTH

DETAILS

DUAL ELEVATION

INSPECTION BOOTH

RE: BA120 FOR BOOTH

DETAILS

TRAFFIC ISLAND STRIPING

AND EQUIPMENT PER CIVIL

AND ELECTRICAL DRAWINGS

COLUMN LOCATIONS AND

GRID SHOWN ARE

SCHEMATIC AND FOR

ILLUSTRATION PURPOSES

ONLY.

EDGE OF CANOPY ABOVE

RE: ROOF PLAN FOR LIMITS OF

CONSTRUCTION

'-0

M

IN

5'

-0 " M

IN

2'-10"

2'-9 11/16"

AREA WHERE COLUMNS SHALL BE

LOCATED BY PEMB MANUFACTURER

AREA WHERE COLUMNS SHALL BE

LOCATED BY PEMB MANUFACTURER

6' -0

'-0

M

IN

5'

-0 " M

IN

2'-10"

'-0

M

IN

5'

-0 " M

IN

'-0

M

IN

5'

-0 " M

IN

2'-10"

2'-10"

6' -0

'-0

'-0

'-0

'-0

'-0

'-0

2' -9

44'-0" 52'-0"

1'-4"

2'-10"

5'-0" 17'-0" 5'-0" 17'-0" 5'-0" 17'-0" 5'-0" 25'-0" 5'-0"

6'-0" 6'-0"

6' -0

7'-0"

6' -0

6'-0"

'-0

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

A ct io n

D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H

/1 6"

'-0

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A pr il

, 2

W

G

-1 4-

R -0

Fort Worth District

A An ya eg bu na m

J.

G

AR

ZA

, S . W

EI

S

SE

N

ST

E

IN

W

IL

LI

A

M J

. L

AW

R E

N C

E, R

.A

C H

IE

F

AR

C

H

IT

EC

TU

R E fil e na m e

BA101

F I R

ST

F

LO

O

R P

LA

N

A An ya eg bu na m

/2

0/

SCALE:

0 16' 32'

1/16" = 1' - 0"

16' 32'

PLAN

NORTH

TRUE

NORTH

1/16" = 1'-0"BA101

2 FIRST FLOOR PLAN (OVERALL DIMS ONLY)

BA201

BA2021

BA201

BA202

BA301

BA302

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

SLOPE ROOF TO DRAIN (TYP)

SLOPE ROOF TO DRAIN (TYP)

SLOPE ROOF TO DRAIN (TYP)

SLOPE ROOF TO DRAIN (TYP)

SLOPE ROOF TO DRAIN (TYP)

6'-0"

6' -0

6' -0

6'-0"

56'-0"

'-0

52'-0"

'-0

4'

-0

6' -0

6'-0" 6'-0"

SLOPE ROOF TO DRAIN (TYP)

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed b y:

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

R S

FO

R

T W

O R

TH

, T

EX

A

S

R ev ie w ed b y:

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

A ct io n

D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H

/3 2"

'-0

FA

LF

UR

R

IA

S, T

EX

A S

FA

L F

UR

R I

AS

H

W Y

C

HE

CK

PO

IN

T

PN

5 3

F Y2

PR

IM

AR

Y

IN

SP

E C

TI

O N

C O

M M

ER

C I

AL

C A

NO

P Y

A pr il

, 2

W

G

-1 4-

R -0

Fort Worth District

A An ya eg bu na m

J.

G

AR

ZA

, S . W

EI

S

SE

N

ST

E

IN

W

IL

LI

A

M J

. L

AW

R E

N C

E, R

.A

C H

IE

F

AR

C

H

IT

EC

TU

R E

BA102

R O

O F

PL

A

N A

An ya eg bu na m

/2

0/

3/32" = 1'-0"BA102

1 ROOF PLAN

GENERAL NOTE:

NUMBER OF ROOF DRAINS AND LOCATIONS PER PEMB MANUFACTURER

6"

8"

" 8 - ' 4" 0 - ' 3" 4 - ' 2" 4 - ' 2

13'-0"

6" 2' 0"

3' 0"

8"

6" 1'

3' 0"

4"4"

2' 51 _ 2

11 _ 2 " 4

2' 8"

4" 11 _ 2

2' 81 _ 2

3' 4"

6' 01 _ 2

4'-0" 2'-2"

19'-2"

6'-2"

6"

3' 0"

J BOX POWER AND DATA

BULLET RESISTANT GLAZING

BULLET RESISTANT GLAZING

BULLET RESISTANT GLAZING

SLIDING DOOR

BULLET RESISTANT DOOR

BULLET RESISTANT GLAZING IN SLIDING DOOR

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra w n by

D es ig ne d by

S ub m itt ed by

Fi le N am e:

D at e :

C on t ra ct

N o.

S ol ic ita tio n

N o.

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, C O

R

PS

O F

EN

G

IN

EE

RS

FO

RT

W

O R

TH

, T

EX

A

S

R ev ie w ed by

US Army Corps of Engineers ®

D

C

B

A

P

LO

T

SC

A

LE

P

LO

T

D

AT

E:

R ev

Sy m b o l

D es c r ip tio n

Tr ac k i ng

N o.

A ct io n

D at e

EN

G

IN

EE

R

IN

G

C O

N

ST

R U

C

TI

O N

D

IV

IS

IO

N

EN

G

IN

EE

R

IN

G

B R

AN

C

H

/2

'-0

FA

LF

U R R

IA

S , TE

XA

S

FA

L F U

RR

IA

S H W

Y2 8 1

CH

E C

KP

O

IN

T

PN

5 3

F Y

Ap ril

0, W

G

-1 4-

R -0

ED

W

AR

D

C

IT

ZL

ER

ED

W

AR

D

C

IT

ZL

ER

W

IL

LI

AM

J . L

A W

R

EN

C E

R .A

C

H

IE

F

AR

C H

IT

EC

TU

R

E

B O

O

TH

V3

BA-120

C O

M M

ER

CI

A L

D U

AL

LE

VE

L

B O

O

TH

A.

A

N

YA

EB

U

N

AM

/2

0/ sec1

BA121

3 FRONT ELEVATION INSPECTION SIDE

1/8" = 1'-0"

1 BI-LEVEL INSPECTION BOOTH - FLOOR PLAN

1/8" = 1'-0"

2 LEFT ELEVATION TRAFFIC APPROACH SIDE

1/8" = 1'-0"

4 RIGHT ELEVATION TRAFFIC DEPARTURE SIDE

1/8" = 1'-0"

PR

IM

A

RY

IN

SP

EC

TI

O N

C O

M M

ER

C

IA

L

C A

N

PY

6"

8"

1' 6"

1' 4"

1'-6"

" 6 - ' 6" 6 - ' 6

6" 6"

8"

3' 0"

3' 0"

BULLET RESISTANT GLAZING

BULLET RESISTANT GLAZING IN SLIDING DOOR

BULLET RESISTANT GLAZING

DX HVAC UNIT

SAFETY RAIL

SAFETY CHAIN

BULLET RESISTANT GLAZING

BULLET RESISTANT GLAZING IN SLIDING DOOR

BULLET RESISTANT GLAZING

INSPECTION BOOTH REQUIREMENTS

PART 1 - GENERAL

1.1 Provide all labor, equipment and materials to furnish and install prefabricated portable steel building

(s) where shown on the civil drawings.

1.2 Prefabricated portable steel building's wall assemblies shall be UL 752 level III bullet resistant.

Wall assemblies include but are not limited to: wall panels, windows, glazing, and sliding doors.

1.3 Electrical service supply and connection. Factory installed wiring system shall comply with the current NFPA’s National Electrical Code.

1.4 Shop Drawings shall include elevations, section, floor plan, electric schedule, service entrance locations, and anchor clip detail.

1.5 Color charts illustrating available colors and patterns for specified finishes shall be submitted with the shop drawings.

1.6 Structures shall be the product of a manufacturer with a minimum of 5 years-documented experience in the design and fabrication of portable steel buildings.

1.7 Design loads: Live Loads: Floor 50 PSF, roof 50 PSF, wind 110 MPH.

PART 2 - PRODUCTS

2.1 Structure: Prefabricated steel building shall be single unit welded steel construction with a minimum14-gauge galvannealed steel panels and tubing on the exterior and a minimum 18-gauge galvannealed steel interior panels. Building to be shipped completely assembled. All welded joints ground smooth.

2.2 Base and floor: Base height shall be 4 inches for outside use. Floor shall be 12-gauge galvanized steel, 4-way tread plate. Four 1/4" steel angle iron anchor clips with pre-drilled holes are provided to secure building. Anchors provided by installer shall be galvanized or stainless steel. Provide 1 anti-fatigue floor mat, measuring 2' 0" x 2' 0", in each booth.

2.3 Door(s) shall be top-suspended heavy duty sliding steel, fully weather-stripped, include view window and all roller assembly hardware. Trolleys shall be ball bearing, adjustable pendant type.

2.4 Windows: Shall be clear anodized aluminum construction and include glazing and all hardware as required.

2.5 Glazing: All windows and doors shall contain clear, low E glazing. All glazing shall be UL 752 level III bullet resistant.

2.6 Finish: All interior and exterior steel surfaces except rooftop and…