A1.2_BP335335-VOLUME_4.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 FOUR OF FIVE

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SOLICITATION NO. W9126G-14-R-0053

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PN: 335335 FY14

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DATED: APRIL 20 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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IN

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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

V O

L U

M E F

O U

R I

N D

E X O

F D

R A

W

IN

G S

G-008

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

MECHANICAL

ELECTRICAL

INTERIORS

FIRE PROTECTION

FUEL STATION CANOPY

STRUCTURAL

ARCHITECTURAL

STRUCTURAL

LIFT AND TOOL BUILDING

ARCHITECTURAL

MECHANICAL

ELECTRICAL

STRUCTURAL

ARCHITECTURAL

GG001

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

SECONDARY INSPECTION NON-COMMERCIAL CANOPY

ARCHITECTURAL (CONTINUED)

ELECTRICAL

C

M A

C K

C

M A

C K

C

M A

C K

HA801

HA701

HA607

HA606

HA605

HA604

HA603

HA601

HA520

HA501

HA405

HA404

HA330

HA321

HA320

HA311

HA310

HA304

HA303

VOLUME FOUR INDEX OF DRAWINGS

VOLUME FOUR COVER SHEET

SECONDARY INSPECTION NON-COMMERCIAL CANOPY -COVER SHEET

LIFT AND TOOL BUILDING -COVER SHEET

FA501

FA302

FA301

FA202

FA201

FA104

FA101

GA302

GA301

GA202

GA201

GA104

GA101

GA001

JA302

JA301

JA202

JA201

JA104

JA101

JA001

SPECIAL SYSTEM PLAN

SPECIAL SYSTEMS LEGEND

TELECOMMUNICATION RISER DIAGRAM

TELECOMMUNICATIONS DETAILS

TELECOMMUNICATIONS PLAN

POWER PLAN

LIGHTING DETAILS 2

LIGHTING DETAILS 1

LIGHTING PLAN & FIXTURE SCHEDULE

GROUNDING RISER DIAGRAM

LIGHTNING PROTECTION DETAILS

LIGHTNING PROTECTION PLAN

ELECTRICAL LEGEND

HEY101

HEY001

HET601

HET501

HET101

HEP101

HEL502

HEL501

HEL101

HEG601

HEG501

HEG101

HE-001

MECHANICAL DETAILS

ENLARGED STORAGE BUILDING DETAILS

HVAC PLAN AND SCHEDULE

MECHANICAL GENERAL NOTES AND LEGENDS

PLUMBING SCHEDULES AND DETAILS

ENLARGED PLUMBING PLAN - AREA A

PLUMBING PLAN

PLUMBING LEGEND AND GENERAL NOTES

FIRE ALARM RISER DIAGRAM

FIRE ALARM PLAN

FIRE PROTECTION PLAN

SECONDARY BUILDING -ROOF PLAN

SECONDARY BUILDING -AIR BARRIER SCHEMATIC PLAN AND SECTIONS

SECONDARY BUILDING -FIRST FLOOR PLAN DIMENSIONS

SECONDARY BUILDING -FIRST FLOOR PLAN

SECONDARY BUILDING -EGRESS PLANS

SECONDARY BUILDING -GENERAL NOTES AND SYMBOLS

SECONDARY BUILDING -ABBREVIATIONS

SIGNAGE DETAILS AND SCHEDULE

FINISH DETAILS AND SCHEDULES

FURNITURE, FINISHES AND SIGNAGE PLAN

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

SECONDARY INSPECTION NON-COMMERCIAL CANOPY -BUILDING LONGITUDINAL SECTION

SECONDARY INSPECTION NON-COMMERCIAL CANOPY -BUILDING CROSS SECTION

SECONDARY INSPECTION NON-COMMERCIAL CANOPY -NORTH AND SOUTH ELEVATIONS

SECONDARY INSPECTION NON-COMMERCIAL CANOPY -WEST AND EAST ELEVATIONS

SECONDARY INSPECTION NON-COMMERCIAL CANOPY -ROOF PLAN

SECONDARY INSPECTION NON-COMMERCIAL CANOPY -FIRST FLOOR PLAN

LIFT AND TOOL BUILDING -BUILDING LONGITUDINAL SECTIONS

LIFT AND TOOL BUILDING -BUILDING CROSS SECTION

LIFT AND TOOL BUILDING -EAST AND WEST ELEVATIONS

LIFT AND TOOL BUILDING -NORTH AND SOUTH ELEVATIONS

LIFT AND TOOL BUILDING -ROOF PLAN

LIFT AND TOOL BUILDING -FIRST FLOOR PLAN

LIFT AND TOOL BUILDING -ABBREVIATIONS

SECONDARY BUILDING -BUILDING LONGITUDINAL SECTIONS

SECONDARY BUILDING -BUILDING CROSS SECTION

SECONDARY BUILDING -INTERIOR ELEVATIONS

SECONDARY BUILDING -EAST AND WEST ELEVATIONS

SECONDARY BUILDING -NORTH AND SOUTH ELEVATIONS

SECONDARY BUILDING -ENLARGED CORE PLANS

FUELING STATION CANOPY -BUILDING LONGITUDINAL SECTION

FUELING STATION CANOPY -BUILDING CROSS SECTION

FUELING STATION CANOPY -EAST AND WEST ELEVATIONS

FUELING STATION CANOPY -NORTH AND SOUTH ELEVATIONS

FUELING STATION CANOPY -ROOF PLAN

FUELING STATION CANOPY -FIRST FLOOR PLAN

FUELING STATION CANOPY -ABBREVIATIONS

SECONDARY FACILITY -COVER SHEET

SECONDARY FACILITY (CONTINUED)

SECONDARY FACILITY

GS301

GS111

GS101

GS005

GS004

GS003

GS002

GS001

FOUNDATION SECTIONS

FRAMING PLAN

FOUNDATION PLAN

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

FEY101

FEL101

FE-001

SPECIAL SYSTEM PLAN

LIGHTING PLAN

ELECTRICAL LEGEND

FS101

FS005

FS004

FS003

FS002

FS001

SECONDARY CANOPY NOTES

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

G-008

G-007

FG001

GM-101

GEP101

GEL101

GE-001

POWER PLAN

LIGHTING PLAN & FIXTURE SCHEDULE

ELECTRICAL LEGEND

MECHANICAL AND PLUMBING FLOOR PLAN

HS301

HS111

HS101

HS005

HS004

HS003

HS002

HS001

FOUNDATION SECTIONS

FRAMING PLAN

FOUNDATION PLAN

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

HG001

HA302

HA301

HA210

HA202

HA201

HA110

HA104

HA103

HA102

HA101

HA100

HA002

HA001

HI103

HI102

HI101

HFA601

HFA101

HF101

HM-501

HM-401

HM-101

HM-001

HP-601

HP-401

HP-101

HP-001

JG001 FUELING STATION CANOPY -COVER SHEET

FOUNDATION SECTIONS

FRAMING PLAN

FOUNDATION PLAN

GENERAL NOTES & DETAILS IV

GENERAL NOTES & DETAILS III

GENERAL NOTES & DETAILS II

GENERAL NOTES & DETAILS I

STRUCTURAL ABBREVIATIONS

JS301

JS111

JS101

JS005

JS004

JS003

JS002

JS001

JEP101

JEL101

JE-001

POWER PLAN

LIGHTING PLAN & FIXTURE SCHEDULE

ELECTRICAL LEGEND

SECONDARY BUILDING -PERSPECTIVE VIEWS

SECONDARY BUILDING -PARTITION PENETRATION DETAILS

SECONDARY BUILDING -WINDOW DETAILS

SECONDARY BUILDING -WINDOW TYPES

SECONDARY BUILDING -DOOR DETAILS

SECONDARY BUILDING -DOOR DETAILS

SECONDARY BUILDING -DOOR SCHEDULE AND DETAILS

SECONDARY BUILDING -PARTITION TYPES

SECONDARY BUILDING -CEILING DETAILS

SECONDARY BUILDING -FIRST FLOOR REFLECTED CEILING PLAN

SECONDARY BUILDING -GUTTER DETAILS

SECONDARY BUILDING -ROOF DETAILS

SECONDARY BUILDING -PLAN DETAILS

SECONDARY BUILDING -WALL DETAILS

SECONDARY BUILDING -WALL DETAILS

SECONDARY BUILDING -WALL SECTIONS

SECONDARY BUILDING -WALL SECTIONS

SECONDARY BUILDING -BUILDING LONGITUDINAL SECTIONS

SECONDARY BUILDING -BUILDING LONGITUDINAL SECTIONS

1 2 3 4 5

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US Army Corps of Engineers ®

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FORT WORTH DISTRICT

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FALFURRIAS, TEXAS

FALFURRIAS HWY 281 CHECKPOINT

PN335335 FY2014

April 20, 2015

CUSTOMS AND BORDER PROTECTION

Secondary Inspection Non-Commercial 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:

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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 NON0EXTRUDING 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 MANUFACTURE'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 BUILIDNG

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 STRCUTURAL

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 ARCHTECTURAL AND MECHANICAL

DRAWINGS FOR THICKNESS OF INSULATION AND THICKENESS 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. STRUCUTRES 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 APPROVIAL 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 BUILIDNG

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 ACCOMODATE 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 STRUCUTRAL 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 FOUNDTION 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

RI

AS

, T

EX

A

S

FA

L F U

RR

IA

S

HW

Y

CH

E C

KP

O

IN

T P N

5 3

, F

Y2

SE

C O

ND

A R Y

IN

SP

EC

T I

O N

NO

N-

C O M

M

ER

CI

A L

C A N

O

PY

A

P R

IL

W

G

-1 4-

R -0

Enter 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

FS002

G

EN

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/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 PREPENDICULAR TO THE LANES AT THE

SPACING SHOWN ON THE FOUNDATION PLAN.

4. COORDINATE WITH TABLE B ON SHEET FS002 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

RI

AS

, T

EX

A

S

FA

L F U

RR

IA

S

HW

Y

CH

E C

KP

O

IN

T P N

5 3

, F

Y2

SE

C O

ND

A R Y

IN

SP

EC

T I

O N

NO

N-

C O M

M

ER

CI

A L

C A N

O

PY

A

P R

IL

W

G

-1 4-

R -0

Enter 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

FS003

G

EN

ER

A

L N

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II

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AL

A H

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, P

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/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 FRMAING

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 EITHER COLD FORMED CHANNEL HORIONTAL 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 FRAMINGS 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

RI

AS

, T

EX

A

S

FA

L F U

RR

IA

S

HW

Y

CH

E C

KP

O

IN

T P N

5 3

, F

Y2

SE

C O

ND

A R Y

IN

SP

EC

T I

O N

NO

N-

C O M

M

ER

CI

A L

C A N

O

PY

A

P R

IL

W

G

-1 4-

R -0

Enter 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

FS004

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"FS004

METAL STUD INTERIOR PARTITIONS LATERAL

SUPPORT

3/4" = 1'-0"FS004

TYPICAL METAL STUD HORIZONTAL BRIDGING

ISOMETRIC

1" = 1'-0"FS004

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

RI

AS

, T

EX

A

S

FA

L F U

RR

IA

S

HW

Y

CH

E C

KP

O

IN

T P N

5 3

, F

Y2

SE

C O

ND

A R Y

IN

SP

EC

T I

O N

NO

N-

C O M

M

ER

CI

A L

C A N

O

PY

A

P R

IL

W

G

-1 4-

R -0

Enter 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

FS005

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"FS005

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

RI

AS

, T

EX

A

S

FA

L F U

RR

IA

S

HW

Y

CH

E C

KP

O

IN

T P N

5 3

, F

Y2

SE

C O

ND

A R Y

IN

SP

EC

T I

O N

NO

N-

C O M

M

ER

CI

A L

C A N

O

PY

A

P R

IL

W

G

-1 4-

R -0

Enter 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

FS101

S E C

O N D

A

RY

C

AN

O

PY

N O

TE

S

E . S

AL

A

H

AT

, P .E

/1

RE: CIVIL

FA201

FA202 2

FA201

FA2021

FA301

FA302

EDGE OF CANOPY ABOVE

RE: ROOF PLAN FOR LIMITS OF

CONSTRUCTION

TRAFFIC ISLAND STRIPING

AND EQUIPMENT

RE: CIVIL DRAWINGS

AREA WHERE COLUMNS SHALL BE

LOCATED BY PEMB MANUFACTURER.

CONTRACTOR SHALL COORDINATE

COLUMN LOCATIONS WITH LICENSE

PLATE READER (LPR) PROVIDER, TO

ENSURE COLUMN LOCATIONS DO NOT

INTERFERE WITH LPR SIGHTLINES

EDGE OF CANOPY ABOVE

RE: ROOF PLAN FOR LIMITS OF

CONSTRUCTION

3'- 6"

'-1

0"

45°

3'- 6"

'-1

0"

45°

3'- 6"

'-1

0"

45°

3'- 6"

'-1

0"

45°

COLUMN LOCATIONS AND QUANTITIES PER

PEMB. CONTRACTOR SHALL COORDINATE

COLUMN LOCATIONS WITH LICENSE PLATE

READER (LPR) PROVIDER, TO ENSURE

COLUMN LOCATIONS DO NOT INTERFERE

WITH LPR SIGHTLINES

3'- 6"

45°

'-2

'-2

'-2

'-2

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 A s in di ca te d

FA

LF

U R

R

IA

S , T

EX

A

S

FA

L F U

R R

IA

S

H W

Y

C

HE

C

K

PO

IN

T

PN

5 3

F Y2

Se c o nd ar y In sp ec tio n

N on

- C om m er ci a l

C an o 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 en am e

FA101

F I R

ST

F

LO

O

R P

LA

N

A An ya eg bu na m

/2

0/

3/32" = 1'-0"FA101

1 FIRST FLOOR PLAN-DIMS

1/8" = 1'-0"FA101

2 CANOPY CONCEPTUAL PLAN-DOC

FA201

FA202 2

FA201

FA2021

FA301

FA302

CANOPY OVERALL DIMENSIONS

COORDINATE WITH FLOOR PLAN

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

SLOPE ROOF TO DRAIN (TYP)

ROOF DRAIN

LOCATE DRAINS AT

STRUCTURAL COLUMNS

PER PEMB MANUFACTURER

SLOPE ROOF TO DRAIN (TYP)

112'-8"

'-0

'-0

112'-8"

GENERAL NOTE:

NUMBER OF ROOF DRAINS AND LOCATIONS PER PEMB MANUFACTURER.

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

/8

'-0

FA

LF

U R

R

IA

S , T

EX

A

S

FA

L F U

R R

IA

S

H W

Y

C

HE

C

K

PO

IN

T

PN

5 3

F Y2

Se c o nd ar y In sp ec tio n

N on

- C om m er ci a l

C an o 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

FA104

R O

O F

PL

A

N A

An ya eg bu na m

/2

0/

1/8" = 1'-0"FA104

1 ROOF PLAN

FINISHED FLOOR

0"

CLEAR ELEVATION

14'-0"

FA301

TPO MEMBRANE ROOFING SYSTEM

WITH RIGID INSULATION (R20) ON 1/2"

SHEATHING ON METAL DECK PER

PEMB MANUFACTURER

PRE-FINISHED METAL SOFFIT

PRE-ENGINEERED METAL

BUILDING ROOF STRUCTURE

BY PEMB MANUFACTURER

INTERNAL DRAIN PER PEMB

MANUFACTURER

DOWNSPOUT AT COLUMNS-PER

PEMB MANUFACTURER-

SECURE DOWNSPOUT TO COLUMN

COORDINATE DOWNSPOUT

LOCATION WITH CIVIL

MIN DEPTH OF FASCIA TO

COVER ALL STRUCTURAL

SYSTEM, FIXTURES AND

EQUIPMENT

DOWNSPOUT AT COLUMN

COORDINATE WITH CIVIL

DRAWINGS FOR STORM

SEWER CONNECTION

FINISHED FLOOR

0"

CLEAR ELEVATION

14'-0"

FA301

TPO MEMBRANE ROOFING

SYSTEM

PRE-FINISHED METAL SOFFIT

PRE-ENGINEERED METAL

BUILDING ROOF STRUCTURE

BY PEMB MANUFACTURER

INTERNAL DRAIN PER PEMB

MANUFACTURER

DOWNSPOUT AT COLUMNS-PER

PEMB MANUFACTURER-

SECURE DOWNSPOUT TO COLUMN

COORDINATE DOWNSPOUT

LOCATION WITH CIVIL

MIN DEPTH OF FASCIA TO

COVER ALL STRUCTURAL

SYSTEM, FIXTURES AND

EQUIPMENT

SEE STRUCTURAL FOR MINIMUM

FOUNDATION AND FOOTING

REQUIREMENTS, TYP.

DOWNSPOUT AT COLUMN

COORDINATE WITH CIVIL

DRAWINGS FOR STORM

SEWER CONNECTION

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

/8

'-0

FA

LF

U R

R

IA

S , T

EX

A

S

FA

L F U

R R

IA

S

H W

Y

C

HE

C

K

PO

IN

T

PN

5 3

F Y2

Se c o nd ar y In sp ec tio n

N on

- C om m er ci a l

C an o 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

FA201

W

ES

T

AN

D E A

ST

E

LE

VA

TI

O

NS

A

An ya eg bu na m

/2

0/

1/8" = 1'-0"FA201

1 WEST ELEVATION

1/8" = 1'-0"FA201

2 EAST ELEVATION

CLEAR ELEVATION

14'-0"

PRE-FINISHED METAL SOFFIT

PRE-ENGINEERED METAL

BUILDING ROOF STRUCTURE

BY PEMB MANUFACTURER

INTERNAL DRAIN PER PEMB

MANUFACTURER

DOWNSPOUT AT COLUMNS-PER

PEMB MANUFACTURER-

SECURE DOWNSPOUT TO COLUMN

COORDINATE DOWNSPOUT

LOCATION WITH CIVIL

TPO MEMBRANE ROOFING SYSTEM

WITH RIGID INSULATION (R20) ON 1/2"

SHEATHING ON METAL DECK PER

PEMB MANUFACTURERMIN DEPTH OF FASCIA TO

COVER ALL STRUCTURAL

SYSTEM, FIXTURES AND

EQUIPMENT .

2' -0

DOWNSPOUT AT COLUMN

COORDINATE WITH CIVIL

DRAWINGS FOR STORM

SEWER CONNECTION

SEE STRUCTURAL FOR MINIMUM

FOUNDATION AND FOOTING

REQUIREMENTS, TYP.

FINISHED FLOOR

0"

CLEAR ELEVATION

14'-0"

PRE-FINISHED METAL SOFFIT

PRE-ENGINEERED METAL

BUILDING ROOF STRUCTURE

BY PEMB MANUFACTURER

INTERNAL DRAIN PER PEMB

MANUFACTURER

DOWNSPOUT AT COLUMNS-PER

PEMB MANUFACTURER-

SECURE DOWNSPOUT TO COLUMN

COORDINATE DOWNSPOUT

LOCATION WITH CIVIL

TPO MEMBRANE ROOFING

SYSTEM WITH RIGID INSULATION

(R20) ON 1/2" SHEATHING ON

METAL DECK PER PEMB

MANUFACTURER

MIN DEPTH OF FASCIA TO

COVER ALL STRUCTURAL

SYSTEM, FIXTURES AND

EQUIPMENT

DOWNSPOUT AT COLUMN

COORDINATE WITH CIVIL

DRAWINGS FOR STORM

SEWER CONNECTION

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

/8

'-0

FA

LF

U R

R

IA

S , T

EX

A

S

FA

L F U

R R

IA

S

H W

Y

C

HE

C

K

PO

IN

T

PN

5 3

F Y2

Se c o nd ar y In sp ec tio n

N on

- C om m er ci a l

C an o 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

FA202

N O

RT

H

A N

D S O

U

TH

E

LE

V A

TI

O N

S A

An ya eg bu na m

/2

0/

1/8" = 1'-0"FA202

1 PLAN NORTH ELEVATION

1/8" = 1'-0"FA202

2 PLAN SOUTH ELEVATION

CLEAR ELEVATION

14'-0"

FA302

2' -0

PRE-FINISHED METAL SOFFIT

PRE-ENGINEERED METAL

BUILDING ROOF STRUCTURE

BY PEMB MANUFACTURER

INTERNAL DRAIN PER PEMB

MANUFACTURER

DOWNSPOUT AT COLUMNS-PER

PEMB MANUFACTURER-

SECURE DOWNSPOUT TO COLUMN

COORDINATE DOWNSPOUT

LOCATION WITH CIVIL

TPO MEMBRANE ROOFING

SYSTEM WITH RIGID

INSULATION (R20) ON 1/2"

SHEATHING ON METAL DECK

PER PEMB MANUFACTURER

MIN DEPTH OF FASCIA TO

COVER ALL STRUCTURAL

SYSTEM, FIXTURES AND

EQUIPMENT

DOWNSPOUT AT COLUMN

COORDINATE WITH CIVIL

DRAWINGS FOR STORM

SEWER CONNECTION

SEE STRUCTURAL FOR MINIMUM

FOUNDATION AND FOOTING

REQUIREMENTS, TYP.

3 1/2"

1/

2"

LOW SLOPE MEMBRANE

ROOF

1/2" GLASSMAT GYP.

SHEATHING

4" RIGID INSULATION MIN.

METAL DECK PER PEMB

MANUFACTURER

STEEL TUBE OUTRIGGER PER

PEMB MANUFACTURER

BRACING AS REQ'D

6" METAL STUD

1/2" GLASS-MAT GYP.

SHEATHING

FLUID APPLIED MOISTURE

MEMBRANE

2" RIGID INSULATION MIN.

METAL HAT CHANNEL

PRE-FINISHED FASCIA

PANELS

DRIP EDGE

PRE-FINISHED METAL

SOFFIT

STEEL BEAM PER PEMB

MANUFACTURER

FA301

Sim

3 1/2"

1/

2"

1/2" GLASSMAT GYP.

SHEATHING

4" RIGID INSULATION MIN.

METAL DECK PER PEMB

MANUFACTURER

STEEL TUBE

OUTRIGGER PER PEMB

MANUFACTURER

6" METAL STUD

1/2" GLASS-MAT GYP.

SHEATHING

LOW SLOPE ROOF

MEMBRANE

FLUID APPLIED MOISTURE

MEMBRANE

METAL HAT CHANNEL

PRE FINISHED METAL

FASCIA

SEALANT PER ROOF

MANUFACTURER

WELDED FLASHING MEMBRANE,

EXTEND BEYOND FLANGE 3" MIN.

METAL FLASHING

BENT PLATE PER PEMB

MANUFACTURER

SEALANT PER ROOF

MANUFACTURER

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 A s in di ca te d

FA

LF

U R

R

IA

S , T

EX

A

S

FA

L F U

R R

IA

S

H W

Y

C

HE

C

K

PO

IN

T

PN

5 3

F Y2

Se c o nd ar y In sp ec tio n

N on

- C om m er ci a l

C an o 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

FA301

B U

IL

D

IN

G

C R

O S S

S

EC

TI

O

N A

An ya eg bu na m

/2

0/

1/4" = 1'-0"FA301

1 CROSS BUILDING SECTION

1 1/2" = 1'-0"FA301

2 TYPICAL EAVE DETAIL

3" = 1'-0"FA301

3 PERIMETER ROOF DETAIL

GENERAL NOTE:

DETAILS SHOWN ARE CONCEPTUAL. FINAL DESIGN IS

THE RESPONSIBILITY OF THE PEMB MANUFACTURER.

CLEAR ELEVATION

14'-0"

FA301

TPO MEMBRANE ROOFING

SYSTEM

PRE-FINISHED METAL SOFFIT

PRE-ENGINEERED METAL

BUILDING ROOF STRUCTURE

BY PEMB MANUFACTURER

INTERNAL DRAIN PER PEMB

MANUFACTURER

DOWNSPOUT AT COLUMNS-PER

PEMB MANUFACTURER-

SECURE DOWNSPOUT TO COLUMN

COORDINATE DOWNSPOUT

LOCATION WITH CIVIL

TPO MEMBRANE ROOFING SYSTEM

WITH RIGID INSULATION (R20) ON 1/2"

SHEATHING ON METAL DECK PER

PEMB MANUFACTURER

MIN DEPTH OF FASCIA TO

COVER ALL STRUCTURAL

SYSTEM, FIXTURES AND

EQUIPMENT

DOWNSPOUT AT COLUMN

COORDINATE WITH CIVIL

DRAWINGS FOR STORM

SEWER CONNECTION

SEE STRUCTURAL FOR

MINIMUM FOUNDATION AND

FOOTING REQUIREMENTS,

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

/4

'-0

FA

LF

U R

R

IA

S , T

EX

A

S

FA

L F U

R R

IA

S

H W

Y

C

HE

C

K

PO

IN

T

PN

5 3

F Y2

Se c o nd ar y In sp ec tio n

N on

- C om m er ci a l

C an o 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

FA302

B U

I L D

IN

G

L O

N G

IT

U

D

IN

A L

SE

C

TI

O

N A

An ya eg bu na m

/2

0/

1/4" = 1'-0"FA302

1 LONGITUDINAL BUILDING SECTION_

GENERAL NOTE:

DETAILS SHOWN ARE CONCEPTUAL. FINAL DESIGN IS

THE RESPONSIBILITY OF THE PEMB MANUFACTURER.

SD

GWB CEILING

RECESSED CAN LIGHTING FIXTURE

SMOKE DETECTOR (REFER TO FA DWGS)

EXIT SIGN LOCATION (REFER TO FA DWGS)

2' X 2' DOWNLIGHT

2' x 4' DOWNLIGHT (EMERGENCY PWR)

DIFFUSER

RETURN

A.F.F.1'-0" CEILING HEIGHT, ABOVE FINISH FLOOR

SECURITY CAMERA (REFER TO FA DWGS FOR LETTER DESIGNATION AND

LOCATIONS)

SPECIALTY (DETENTION GRADE), SURFACE

MOUNTED LIGHTING FIXTURE

EXTERIOR WALL SCONCE

2X2 CEILING GRID

2X4 ACT CEILING

2' X 2' DOWNLIGHT (EMERGENCY PWR)

2' x 4' DOWNLIGHT

1' X 4' RECESSED LIGHT FIXTURE

EXIT SIGN (REFER TO FA DWGS)

DETENTION GRADE CEILING

1' X 4' WALL MOUNTED LIGHT FIXTURE

1' X 4' SUSPENDED LIGHT FIXTURE

1' X 4' SUSPENDED LIGHT FIXTURE (EMERGENCY PWR)

REFLECTED CEILING PLAN LEGEND:

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 A s in di ca te d

FA

LF

U R

R

IA

S , T

EX

A

S

FA

L F U

R R

IA

S

H W

Y

C

HE

C

K

PO

IN

T

PN

5 3

F Y2

Se c o nd ar y In sp ec tio n

N on

- C om m er ci a l

C an o 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

FA501

FI

R

ST

F

L O O

R R

EF

LE

C

TE

D C

EI

L I

N G

PL

A

N

A An ya eg bu na m

/2

0/

1/8" = 1'-0"FA501

1 REFLECTED CEILING PLAN

GENERAL NOTE:

REFLECTED CEILING PLAN SHOWN IS CONCEPTUAL.

FINAL DESIGN IS THE RESPONSIBILITY OF THE PEMB

MANUFACTURER. COORDINATE WITH ELECTRICAL AND

MECHANICAL.

LIGHTING PLAN SYMBOLS

A, 1

A, 1

A

A

A

A

WALL MOUNTED FLUORESCENT OR LED LIGHT FIXTURE. LETTER AND NUMBER SAME

AS ABOVE. CIRCLE IS OUTLET BOX.

LETTER AND NUMBER SAME AS ABOVE. CIRCLE IS OUTLET BOX.

LED LIGHT FIXTURE WITH INTEGRAL EMERGENCY BATTERY PACK.

WALL MOUNTED LED LIGHT FIXTURE WITH EMERGENCY BATTERY PACK UNIT.

LETTERS SAME AS ABOVE.

LED LIGHT FIXTURE. LETTERS SAME AS ABOVE.

BACK MOUNTED EXIT SIGN. CAPITAL LETTER DENOTES TYPE. SHADED AREA

INDICATES FACE SIDES. PROVIDE DIRECTIONAL ARROWS WHERE INDICATED. MOUNT

7'-6" AFF UNO.

CONTROL SWITCH, WALL MOUNTED 48" AFF.

NO OPTION INDICATES MANUAL CONTROL SWITCH (ON/OFF).

"V" INDICATES VACANCY CONTROL.

"D" INDICATES OCCUPANCY WITH DIMMER CONTROL.

NUMBER, ONLY WHEN NEEDED TO PROVIDE CLARITY, DENOTES THE SWITCH ID

CONTROLLING THE FIXTURES WITH THE SAME SWITCH ID.

LED LIGHT FIXTURE WITH EMERGENCY BATTERY PACK UNIT.

LETTERS SAME AS ABOVE.

WALL MOUNTED LED LIGHT FIXTURE.

LETTERS SAME AS ABOVE.

DESCRIPTIONSYMBOL

GENERAL NOTES

2. A GREEN 600V INSULATED GROUND WIRE

SHALL BE PROVIDED IN ALL CONDUITS.

6. UNO, MINIMUM SIZE FOR SAFETY SWITCH SHALL BE

30A, 3P, 4W, NEMA 1, 240-V OR 600-V AS APPLIED.

5. A DISCONNECT SWITCH CAPABLE OF BEING

INDIVIDUALLY LOCKED IN THE OPEN POSITION

SHALL BE LOCATED WITHIN SIGHT OF THE

MOTOR DRIVEN EQUIPMENT AND/OR ASSOCIATED

STARTER. THESE DISCONNECTS SHALL BE IN

ADDITION TO ALL OTHER DISCONNECTS

PROVIDED ON OR WITH MOTOR DRIVEN EQUIPMENT.

THERE SHALL NEVER BE A STARTER-DISCONNECT-

MOTOR SITUATION.

1. ALL MOTOR STARTERS SHALL BE PROVIDED

WITH AN INDICATOR LAMP. LAMP SHALL BE

"ON" WHEN MOTOR IS RUNNING.

3. EMERGENCY LIGHTING FIXTURES SHALL BE

WIRED SO THAT THE LIGHTS WILL TURN ON

AND OFF WITH THE OCCUPANCY SENSORS

OR WALL SWITCH IF APPLICABLE. WHEN THE

NORMAL POWER SUPPLYING THE CIRCUIT HAS

FAILED, THE FIXTURE WILL SWITCH TO

EMERGENCY BATTERY POWER. THEY SHALL

NOT BE WIRED AS NIGHT LIGHTS UNO.

4. AT ALL LOCATIONS WHERE ACCESS TO

MECHANIC EQUIPMENT, PIPING, AND/OR

DUCT WORK IS REQUIRED OR INDICATED,

THE CONDUIT SHALL BE MOUNTED ABOVE,

OR SO THAT THERE WILL BE SUFFICIENT

ACCESS SPACE TO MAINTENANCE AND

REPLACEMENT.

A, 1

WALL MOUNTED FLUORESCENT OR LED LIGHT FIXTURE WITH EMERGENCY BATTERY

PACK UNIT(S). LETTER AND NUMBER SAME AS ABOVE. CIRCLE IS OUTLET BOX.

A, 1

LED LIGHT FIXTURE. CAPITAL LETTER DENOTES TYPE. NUMBER DONATES THE SWITCH

ID CONTROLLING THE FIXTURE IF THE SWITCH IS NOT PLACED IN THE SAME ROOM OF

THE FIXTURE. CIRCLE IS OUTLET BOX.

CEILING MOUNTED EXIT SIGN. CAPITAL LETTER DENOTES TYPE. SHADED AREA

INDICATES FACE SIDES. PROVIDE DIRECTIONAL ARROWS WHERE INDICATED.

A

LIGHTNING PROTECTION SYMBOLS

DESCRIPTIONSYMBOL

GROUND ROD, 3/4" DIA X 10' COPPER-CLAD STEEL. "TW" INDICATES TEST WELL

MAIN CONDUCTOR, #1/0 ALUMINUM

AIR TERMINAL, 5/8" DIA x 24 " BLUNT OR ROUNDED ALUMINUM.

COUNTERPOISE CONDUCTOR, NOT SMALLER THAN #1/0 AWG COPPER AND

MUST BE INSTALLED AT A MINIMUM DEPTH OF 30".

TW

7. PANEL AND CIRCUIT NUMBERS OF EQUIPMENT ARE

PLACED NEXT TO THE EQUIPMENT IN THE DRAWING.

LA-23

PANEL NAME CIRCUIT NUMBER

8. UNO, MININUM CIRCUIT CONDUCTORS SHALL BE # 12

AWG IN 1/2" C.

1, V,1 D,1

DOWN CONDUCTOR.

POWER PLAN SYMBOLS

R

WP,

GF,

D, TV

"R" INDICATES RAINTIGHT.

DUPLEX RECEPTACLE, GROUNDED TYPE.

"GF" INDICATES GROUND FAULT INTERRUPTER TYPE. WALL MOUNTED 24" AFF. UNO

"TV" INDICATES RECEPTACLE FOR TELEVISION, WALL MOUNTED 8'-0" AFF UNO.

SAFETY OR DISCONNECT SWITCH, UNFUSED UNO.

"WP" INDICATES WEATHERPROOF TYPE. WALL MOUNTED 24" AFF. UNO

QUADRUPLEX RECEPTACLE, GROUNDED TYPE MOUNTED 24" AFF UNO.

TRANSIENT VOLTAGE SURGE SUPRESSOR.

DESCRIPTIONSYMBOL

TVSS

F,C DUPLEX RECEPTACLE. GROUNDED TYPE.

"C" INDICATES CEILING FLUSH-MOUNTED UNO.

"F" INDICATES FLOOR FLUSH-MOUNTED, WITH HINGED COVER UNO

J STANDARD J-BOX. WALL FLUSH-MOUNTED 18" AFF UNO.

TV

TR

TELECOMMUNICATIONS SYMBOLS

W, R

WALL MOUNTED OUTLET WITH ONE RJ-45 JACK. MOUNTED 42" AFF UNO.

"W" INDICATES THE OUTLET TO BE USED FOR REGULAR TELEPHONE

"R" INDICATES THE OUTLET TO BE USED FOR REMOTE RADIO PHONE.

IP BASED A/V OUTLET, CAT 6 TYPE. WALL MOUNTED 8'-0" AFF UNO.

19" TELECOMMUNICATIONS RACK.

DESCRIPTIONSYMBOL

TELECOMMUNICATIONS OUTLET WITH THREE RJ-45 JACKS. WALL MOUNTED 24" AFF UNO.

ELECTRICAL GROUND

F QUADRUPLEX RECEPTACLE. GROUNDED TYPE.

FLOOR FLUSH-MOUNTED, WITH HINGED COVER UNO.

SURFACE MOUNTED PANELBOARD .

FLUSH MOUNTED PANELBOARD .

A 2' x 2' LED LIGHT FIXTURE. CAPITAL LETTER DENOTES TYPE. CIRCLE IS OUTLET BOX.

A LETTERS SAME AS ABOVE. CIRCLE IS OUTLET BOX.

2' x 2' LED LIGHT FIXTURE WITH INTEGRAL EMERGENCY BATTERY PACK.

"D" INDICATES DETENTION GRADE TYPE. WALL MOUNTED 24" AFF UNO.

208 V, 30 AMP LOCKING RECEPTACLE (NEMA L6-30R). MOUNT AT 24" AFF.

125 V, 30 AMP LOCKING RECEPTACLE (NEMA L5-30R). MOUNT IN RACK.

AUTOMATIC TRANSFER SWITCH.ATS

S SPEAKER FOR THE DIDS, CEILING MOUNTED. "D" INDICATES DETENTION GRADE TYPE.D

ABBREVIATIONS AND MISCELLANEOUS SYMBOLS

DESCRIPTIONSYMBOL

UNLESS NOTED OTHERWISE.UNO

AFF

AFG

ABOVE FINISHED FLOOR.

ABOVE FINISHED GRADE.

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

MNS MASS NOTIFICATION SYSTEM

TELECOMMUNICATIONS ROOMTR

TELE…