VOLUME_3_FH_88380_OSB_DSB_POL_UAV_RTA_COMPILATION.pdf

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Attached to: TEMF Vehicle Maintenance Shop
Solicitation number: W9126G-18-R-1986
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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VOLUME 3 - ORGANIZATIONAL STORAGE BUILDING

DISTRIBUTION STORAGE BUILDING

POL STORAGE BUILDING

UAV STORAGE BUILDING

TACTICAL EQUIPMENT MAINTENANCE FACILITIES

PN: 088380

FORT HOOD, TEXAS

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS

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SOLICITATION NO. W9126G18R1986

DATED: JUNE 2018

THIS PROJECT WAS DESIGNED BY THE FORT WORT DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

MARK L. BLACK, P.E.

CONTR. NO.

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D ra wn b y:

D es ig ne d by

Su bm itt ed b y:

D at e:

C on tra ct

N o.

So lic ita tio n N o.

U .S

. A R

M Y

R D

T, C

R T

W O

, T

R ev ie we d by

US Army Corps of Engineers ®

Pl ot

S ca le

Pl ot

D at e:

R ev

Sy m bo l

D es cr ip tio n

Tr ac ki ng

N o.

Ac tio n D at e

C O

R U

O N

B R

H 7/

F O

H O

O D, T

A S

P M

T M

N T

A N

: 0

3 8

Fort Worth District

S- C

H O

S- C

H O

T J.

, P

C H

F, M

G-002

D E

X O

A W

G S

M . V

A, P

VOLUME 3

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

INDEX OF DRAWINGS

2 - ARCHITECTURE

2A-001 GENERAL NOTES & ABBREVIATIONS

2A-101 PLANS

2A-201 BUILDING ELEVATIONS AND SECTIONS

2A-310 WALL SECTIONS

2A-401 DETAIL

2A-520 ROOF DETAILS

2A-601 PARTITION TYPES

2A-602 DOOR SCHEDULE

2A-603 LOUVER SCHEDULE

2 - FIRE ALARM

2FA001 FIRE ALARM LEGEND

2FA101 FIRE ALARM PLAN

2FA501 FIRE ALARM RISER DIAGRAM AND DETAIL

2FA502 FIRE ALARM MATRIX

2 - MECHANICAL

2M001 MECHANICAL GENERAL NOTES AND LEGENDS

2M101 MECH FLOOR PLAN

2 - ELECTRICAL

2E-001 ELECTRICAL LEGEND

2EG101 LIGHTNING PROTECTION SYSTEM

2EG501 GROUNDING DETAILS I

2EG502 GROUNDING DETAILS II

2EG503 GROUNDING DETAIL III

2EG504 GROUNDING DETAILS IV

2EG601 GROUNDING RISER DIAGRAM

2EL001 LIGHTING FIXTURE & CONTROL SCHEDULE

2EL101 LIGHTING PLAN

2EL501 LIGHTING DETAILS

2EP101 POWER PLAN

2EP601 POWER RISER DIAGRAM & PANEL SCHEDULES

2ET101 TELECOMMUNICATION PLAN

2ET501 TELECOMMUNICATIONS DETAILS

2ET601 TELECOMMUNICATION RISER DIAGRAM

ORGANIZATIONAL STORAGE BLDG

DISTRIBUTION STORAGE BLDG

3 - ARCHITECTURE

3A-001 GENERAL NOTES & ABBREVIATIONS

3A-101 PLANS, ELEVATIONS, SECTIONS

3A-310 WALL SECTIONS

3A-405 STAIR DETAILS

3A-406 RAMP DETAILS

3A-602 DOOR & LOUVER SCHEDULE

3 - FIRE ALARM

3FA001 FIRE ALARM LEGEND

3FA101 FIRE ALARM PLAN

3FA501 FIRE ALARM DETAILS 1

3FA502 FIRE ALARM DETAILS 2

3 - ELECTRICAL

3E-001 ELECTRICAL LEGEND

3EG101 LIGHTNING PROTECTION SYSTEM

3EG501 GROUNDING DETAILS I

3EG502 GROUNDING DETAILS II

3EG503 GROUNDING DETAIL III

3EG504 GROUNDING DETAILS IV

3EG601 GROUNDING RISER DIAGRAM

3EL001 LIGHTING FIXTURE SCHEDULE & CONTROL SCHEDULE

3EL101 LIGHTING PLAN

3EL501 LIGHTING DETAILS

3EP101 POWER PLAN

3EP601 POWER RISER DIAGRAM & PANEL SCHEDULE

3ET101 TELECOMMUNICATION PLAN

3ET501 TELECOMMUNICATIONS DETAILS

3ET601 TELECOMMUNICATIONS RISER DIAGRAM

POL STORAGE BLDG

4 - ARCHITECTURE

4A-001 GENERAL NOTES & ABBREVIATIONS

4A-101 PLANS, ELEVATIONS, AND SECTIONS

UNMANNED AERIAL VEHICLE STORAGE BLDG

6 - FIRE ALARM

6FA001 FIRE ALARM LEGEND

6FA101 FIRE ALARM PLAN

6FA501 FIRE ALARM DETAILS 1

6FA502 FIRE ALARM DETAILS 2

6 - ARCHITECTURE

6A-001 GENERAL NOTES & ABBREVIATIONS

6A-101 PLANS, ELEVATIONS, AND SECTIONS

6A-310 WALL SECTIONS

6A-602 DOOR & LOUVER SCHEDULE

6 - MECHANICAL

6M001 MECHANICAL GENERAL NOTES AND LEGENDS

6M101 MECH FLOOR PLAN

6 - ELECTRICAL

6E-001 ELECTRICAL LEGEND

6EG101 LIGHTNING PROTECTING SYSTEM PLAN

6EG501 GROUNDING DETAILS I

6EG502 GROUNDING DETAILS II

6EG503 GROUNDING DETAILS III

6EG504 GROUNDING DETAILS IV

6EG601 GROUNDING RISER DIAGRAM

6EL001 LIGHTING FIXTURE SCHEDULE & CONTROL SCHEDULE

6EL101 LIGHTING PLAN

6EL501 LIGHTING DETAILS

6EP101 POWER PLAN, RISER DIAGRAM, AND PANEL SCHEDULE

6ET101 TELECOMMUNICATION PLAN

6ET501 TELECOMMUNICATIONS DETAILS

6ET601 TELECOMMUNICATIONS RISER DIAGRAM

3 - MECHANICAL

3M001 MECHANICAL GENERAL NOTES AND LEGENDS

3M101 MECH FLOOR PLAN

2 - STRUCTURAL

2S-001 GENERAL STRUCTURAL NOTES AND DETAILS I

2S-002 GENERAL STRUCTURAL NOTES AND DETAILS II

2S-003 GENERAL STRUCTURAL NOTES AND DETAILS III

2S-101 FOUNDATION PLAN

2S-301 FOUNDATION SECTIONS

6 - STRUCTURAL

6S-101 FOUNDATION PLAN

6S-301 FOUNDATION SECTIONS

4 - STRUCTURAL

4S-101 FOUNDATION PLAN & SECTIONS

3 - STRUCTURAL

3S-101 FOUNDATION PLAN

3S-301 FOUNDATION SECTIONS

3S-700 LOADING DOCK I

3S-701 LOADING DOCK II

2 - FIRE PROTECTION

2FX-101 FIRE PROTECTION FLOOR PLAN

2FX-501 FIRE PROTECTION DETAILS

3 - FIRE PROTECTION

3FX-101 FIRE PROTECTION FLOOR PLAN

3FX-501 FIRE PROTECTION DETAILS

6 - FIRE PROTECTION

6FX-101 FIRE PROTECTION FLOOR PLAN

6FX-501 FIRE PROTECTION DETAILS

1. TABLE DEVELOPED FOR f'c = 4'000 psi AND fy = 60,000 psi.

2. TABLE REPRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE

LENGTHS BASED ON ACI 318.

3. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF

CONCRETE IS CAST BELOW THE REINFORCEMENT.

4. CASES:

A. CASE 1 APPLIES WHERE:

• CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS

THAN THE BAR DIAMETER, CLEAR COVER NOT LESS THAN BAR

DIAMETER, AND STIRRUPS OR TIES THROUGHOUT THE DEVELOPMENT

OR SPLICE LENGTH NOT LESS THAN THE ACI 318 MINIMUM

• CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS

THAN 2 BAR DIAMETERS AND CLEAR COVER NOT LESS THAN BAR

DIAMETER

B. CASE 2 APPLIES TO ALL OTHER CASES.

BAR

SIZE

BAR

DIAMETER

(in.)

DEVELOPMENT LENGTH (in.) LAP LENGTH (in.)

TOP BAR OTHER BARS TOP BAR OTHER BARS

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

0.375 0.500 0.625 0.750 0.875 1.000 1.125 1.250 1.375

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

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B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

B R

R R

6 7 8 9

'-0

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F A

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3 8

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Fort Worth District

M . V

A, P

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2S-001

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GENERAL REQUIREMENTS:

1. VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE

STARTING WORK. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES.

2. CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL NOTES AND

TYPICAL DETAILS IN CASE OF CONFLICT.

3. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF UFC 3-301-01 STRUCTURAL

ENGINEERING, WITH CHANGE 3, (9-12-2016).

4. SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL PROPOSED SUBSTITUTIONS TO

THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BEFORE FABRICATION.

5. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS.

6. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT FROM THE CONTRACTING OFFICER

BEFORE INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, SLEEVES, CHASES, ETC.

7. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES

WHERE NEW WORK IS BEING PERFORMED.

8. CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS.

LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR

CONNECTIONS.

9. THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS; REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NONSTRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS

DURING THE CONSTRUCTION OF STRUCTURAL MEMBERS.

10. REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, SLOPES, DRAINS, CURBS, PADS, EMBEDDED

ITEMS, NONBEARING PARTITIONS, ETC.

11. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVE AND HANGERS FOR PIPES, DUCTS AND

EQUIPMENT.

12. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION.

THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL

LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

13. ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL ONLY BE MADE AFTER WRITTEN

APPROVAL BY THE CONTRACTING OFFICER.

14. STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT, AS WELL AS THE RELATED AUXILIARY FRAMING NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED BY THE CONTRACTOR.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES

INVOLVED.

15. ROOF AND FLOOR MEMBERS: PROVIDE TEMPORARY BRACING AS REQUIRED DURING THE ERECTION OF THE STRUCTURAL FRAME. BRACING MUST BE FULLY EFFECTIVE UNTIL ROOF AND FLOOR DEAD LOADS ARE IN PLACE

AND PERMANENT LATERAL LOAD RESISTING SYSTEMS ARE IN PLACE.

16. DO NOT SCALE DRAWINGS.

17. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE LOCAL SAFETY REQUIREMENTS AND

REQUIREMENTS OF EM 385-1-1.

18. EXPANSION ANCHORS CAN ONLY BE USED FOR FIELD REPAIRS UNLESS NOTED OTHERWISE AND REQUIRE

APPROVAL OF THE CONTRACTING OFFICER.

DESIGN CRITERIA:

1. CODES AND CRITERIA:

UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 3 (SEPT. 12, 2016)

ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

IBC 2015, INTERNATIONAL BUILDING CODE.

2. BUILDING OCCUPANCY CATEGORY: I

3. LIVE LOADS:

FIRST FLOOR............................................................................. 1000 psf (8,000 lbs CONCENTRATED) ROOF ......................................................................................... 20 psf (300 lbs. CONCENTRATED)

OTHER LIVE LOADS NOT SHOWN SHALL BE IN ACCORDANCE WITH ASCE 7-10, MINIMUM.

4. SNOW LOADS:

GROUND SNOW, Pg ................................................................. 5 psf EXPOSURE FACTOR, Ce .......................................................... 0.9 THERMAL FACTOR, Ct ............................................................. 1.0 IMPORTANCE FACTOR, Is ....................................................... 0.8 SLOPE FACTOR, Cs ................................................................. 1.0 FLAT ROOF, Pf .......................................................................... 5 psf SLOPED ROOF, Ps .................................................................... 5 psf

5. WIND LOADS:

BASIC WIND SPEED, V .................................................................................... 105 mph RISK CATEGORY .............................................................................................. I EXPOSURE CATEGORY ................................................................................... C INTERNAL PRESSURE COEFFICIENT, GCpi ................................................... +/- 0.18

DESIGN CRITERIA (CONTINUED):

6. SEISMIC LOADS:

RISK CATEGORY ............................................................................................... I SEISMIC IMPORTANCE FACTOR, Ie ................................................................ 1.0 SOIL SITE CLASSIFICATION ............................................................................. D SHORT PERIOD SPECTRAL ACCELERATION, Ss ........................................... 0.06 g ONE SECOND SPECTRAL ACCELERATION, S1 .............................................. 0.04 g DESIGN SHORT PERIOD SPECTRAL ACCELERATION, SDs .......................... 0.06 g DESIGN ONE SECOND SPECTRAL ACCELERATION, SD1 ............................. 0.06 g SEISMIC DESIGN CATEGORY .......................................................................... A

7. LATERAL FORCE RESISTING SYSTEM: PRE-ENGINEERED METAL BUILDING CONSISTING OF STEEL MOMENT FRAMES AND

BRACED FRAMES (UNLESS OTHERWISE NOTED).

9. IN CASE OF DISCREPANCY BETWEEN CONTRACT DRAWINGS, CONTRACT SPECIFICATIONS, AND/OR APPLICABLE CODES AND

CRITERIA, THE MORE STRINGENT SHALL BE APPLIED.

PRE-ENGINEERD METAL BUILDING NOTES:

1. THE PRE-ENGINEERED BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO THE CONTRACT SPECIFICATIONS, AISC, MBMA, AND AISI, LATEST EDITIONS. MBMA CERTIFICATION IS REQUIRED OF THE METAL BUILDING SYSTEMS MANUFACTURER AND A CERTIFICATE TO VERIFY COMPLIANCE SHALL BE SUBMITTED WITH THE DESIGN ANALYSIS U.O.N. THE DIMENSIONAL TOLERANCES OUTLINED IN THE AWS CODE UNDER WORKMANSHIP AND THE TOLERANCES APPLICABLE TO HOT- ROLLED STEEL UNDER THE AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE

STEEL BUILDING FRAMES.

2. DESIGN LOADS: SHALL CONFORM WITH LIVE, WIND AND SEISMIC LOAD PARAMETERS NOTED IN "DESIGN CRITERIA" ON THIS SHEET (2S-001) PLUS COLLATERAL DEAD LOADS FROM MECH./ELEC., CEILINGS AND SPRINKLERS AS APPLICABLE. THE MINIMUM DESIGN COLLATERAL DEAD LOAD SHALL BE 12 psf. LOAD COMBINATIONS AND DESIGN STRESSES SHALL COMPLY

WITH AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS".

3. THE FOLLOWING INFORMATION SHALL BE PROVIDED BY THE METAL BUILDING MANUFACTURER:

WIND DESIGN:

DESIGN BASE SHEAR

DESIGN UPLIFT

SEISMIC DESIGN:

SEISMIC FORCE RESISTING SYSTEM

RESPONSE MODIFICATION FACTOR, R

SEISMIC RESPONSE COEFFICIENT, Cs

SYSTEM OVER STRENGTH FACTOR, Ω

SEISMIC ANALYSIS PROCEDURE

DESIGN BASE SHEAR

4. EXTERIOR CLADDING, INCLUDING STANDING SEAM METAL ROOF, SHALL NOT BE PERMITTED TO ACT AS A DIAPHRAGM TO TRANSFER LATERAL LOADS. THE ROOF DECK, PROVIDED BY THE PEMB SUPPLIER PER "METAL DECKING NOTES" ON 2S-002 IS

PERMITTED TO ACT AS A DIAPHRAGM.

5. ALL COLUMNS SHALL BE ANALYZED AS HAVING PINNED BASES.

6. RIGID FRAME ANCHOR BOLTS SHALL BE DESIGNED AND FURNISHED BY THE CONTRACTOR. ANCHOR BOLTS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THE PROJECT STATE, FOR THE FRAME REACTIONS PROVIDED BY THE METAL BUILDING MANUFACTURER. THE ANCHOR BOLT DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL.

7. FOUNDATION: THE FOUNDATION SHOWN HEREIN SHALL BE THE MINIMUM PROVIDED. THE METAL BUILDING MANUFACTURER SHALL VERIFY THAT CONCRETE FOUNDATION DIMENSIONS AND REINFORCING SHOWN ARE ADEQUATE FOR FRAME REACTIONS AND EMBEDMENT OF COLUMN ANCHOR BOLTS. THE CONTRACTOR SHALL BE NOTIFIED IF DIMENSIONS

NEED TO BE INCREASED BEFORE CONSTRUCTION OF FOUNDATION BEGINS.

FOUNDATION NOTES:

1. SOILS INFORMATION BASED ON THE GEOTECHNICAL REPORT DATED FEBRUARY 2018, PROVIDED BY THE GEOTECHNICAL

BRANCH, US ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT.

2. DESIGNED BASED ON THE FOLLOWING INFORMATION:

EFFECTIVE MODULUS OF SUBGRADE REACTION ............................................. 200 pci

3. THE CONTRACTOR SHALL OVEREXCAVATE 2 ft MIN., OR TO TOP OF LIMESTONE PRIMARY, WHICHEVER COMES FIRST, OF SOILS BELOW THE FOUNDATION SLAB. OVEREXCAVATION SHALL BE REPLACED WITH COMPACTED NON-EXPANSIVE FILL IN

ACCORDANCE WITH THE SPECIFICATIONS.

4. A 10 mil POLYETHYLENE VAPOR BARRIER AND 6 in MIN. CAPILLARY WATER BARRIER SHALL BE PROVIDED BENEATH THE

FOUNDATION SLAB.

CAST-IN-PLACE CONCRETE NOTES:

1. MATERIALS:

CEMENT ..................................................................................... ASTM C 150, TYPE II OR I AGGREGATE ............................................................................. ASTM C 33, CRUSHED ROCK REINFORCEMENT ..................................................................... ASTM A 615, GRADE 60

WELDED WIRE REINFORCEMENT (WWR) .............................. ASTM A 1064

2. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS AND THE WATER CEMENT RATIO IS THE MAXIMUM. THE SPECIFIED SLUMP IS THE MAXIMUM PRIOR TO THE ADDITION OF ADMIXTURES. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145 pcf).

ITEM: STRENGTH: AGGREGATE: SLUMP: WATER/CEMENT RATIO:

ALL CONCRETE 4,000 psi 1 in 3 in 0.45 lb/lb

3. CONCRETE SHALL BE PROPORTIONED SUCH THAT 7 DAY STRENGTHS ARE A MINIMUM OF 70% OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING SHORING, BRACING, OR TO RECEIVE CONSTRUCTION LOADS.

4. A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE INCORPORATED IN THE CONCRETE DESIGN MIXES. A HIGH RANGE WATER REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C 494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES PROVIDING THAT SLUMP DOES NOT EXCEED 8 in. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN CONCRETE MIXES FOR THE

EXTERIOR HORIZONTAL SURFACES EXPOSED TO COLD WEATHER.

CAST-IN-PLACE CONCRETE NOTES (CONTINUED):

5. REINFORCEMENT:

SHOP DRAWINGS, FABRICATION AND PLACING SHALL CONFORM TO ACI 315 AND ACI 318. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTING OFFICER BEFORE FABRICATION. THE FOLLOWING MINIMUM CONCRETE

COVER SHALL BE PROVIDED FOR REINFORCEMENT:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .................................................... 3 in

CONCRETE EXPOSED TO WEATHER:

NO. 6 THROUGH NO. 18 BARS ......................................................................................................................... 2 in NO. 5 BARS AND SMALLER .............................................................................................................................. 1-1/2 in

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

NO. 14 AND NO. 18 BARS .................................................................................................................................. 1-1/2 in NO. 11 BARS AND SMALLER ............................................................................................................................. 3/4 in FOUNDATION SLAB (TOP COVER) ................................................................................................................... 1-1/2 in

6. REINFORCEMENT CHAIRS AND COVERS: PROVIDE AS REQUIRED TO MAINTAIN CONCRETE COVER.

7. VERTICAL REINFORCEMENT: SHALL BE DOWELLED TO SUPPORTING MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN ON THE DRAWINGS AND GENERAL NOTES UNLESS OTHERWISE NOTED.

8. HORIZONTAL REINFORCEMENT: ALL BARS ENDING AT THE FACE OF A WALL, COLUMN OR BEAM SHALL EXTEND TO WITHIN 2 in OF THE FACE AND HAVE A 90 DEGREE HOOK UNLESS OTHERWISE NOTED.

9. TACK WELDING, WELDING, HEATING OR CUTTING OF BARS IS NOT PERMITTED UNLESS OTHERWISE NOTED.

10. REINFORCEMENT SPLICE AND DEVELOPMENT LENGTH:

A) THE FOLLOWING TABLE CONTAINS LAP SPLICE AND DEVELOPMENT LENGTHS.

B) ALL LAP SPLICES SHALL BE CLASS B (TENSION) UNLESS OTHERWISE NOTED ON PLANS.

C) IN NO CASE SHALL LAPS BE LESS THAN 24 in LONG.

D) INDIVIDUAL BARS IN A BUNDLE SHALL BE STAGGERED AT LEAST 87 EQUIVALENT BAR DIAMETERS FOR

BOTTOM BUNDLES AND 113 EQUIVALENT BAR DIAMETERS FOR TOP BUNDLES, WHERE THE EQUIVALENT DIAMETER IS BASED UPON THE COMBINED AREAS OF THE BARS BUNDLED. LAP LENGTHS FOR BARS IN

BUNDLES OF 4 OR MORE BARS SHALL BE INCREASED AN ADDITIONAL 11%.

11. ANCHOR BOLTS, DOWELS AND HOLD-DOWN ANCHORS SHALL BE SECURELY HELD IN PLACE PRIOR TO FOUNDATION INSPECTION BY THE SPECIAL INSPECTOR AND OBSERVATION BY THE CONTRACTING OFFICER.

12. FOR SPECIAL FINISHES, REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB

DEPRESSIONS.

13. PERMANENTLY EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4 in CHAMFER.

14. CONSTRUCTION JOINTS: ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318, SECTION 26.5.6, AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN DEBRIS

PRIOR TO PLACING ADJACENT CONCRETE.

15. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE CONTRACTING

OFFICER FOR APPROVAL BEFORE STARTING CONSTRUCTION.

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

B R

R R

6 7 8 9

H O

O D, T X

E Q

F A

: 0

3 8

A N

Fort Worth District

M . V

A, P

H G

H , P

U C

O N

C H

2S-002

U C

R A L

N O

H , P

STRUCTURAL STEEL FRAMING NOTES:

1. MATERIALS:

W SHAPES ........................................................................... ASTM A 992, GRADE 50 (Fy = 50 ksi) M AND S SHAPES, CHANNELS, ANGLES .......................... ASTM A 36 (Fy = 36 ksi) RECTANGULAR HSS ........................................................... ASTM A 500, GRADE B (Fy = 36 ksi) ROUND HSS ......................................................................... ASTM A 500, GRADE B (Fy = 42 ksi) PIPE ...................................................................................... ASTM A 53, GRADE B (Fy = 35 ksi) PLATES AND BARS .............................................................. ASTM A 36 (Fy = 36 ksi) HIGH STRENGTH BOLTS ..................................................... ASTM F 3125, GRADE A 325 NUTS ..................................................................................... ASTM A 563, HEAVY HEX, GRADE C ANCHOR RODS .................................................................... ASTM F 1554, GRADE 36 (Fy = 36 ksi) NON-SHRINK GROUT ........................................................... ASTM C 1107, 5,000 psi (NON-METALLIC WELDING ELECTRODES ..................................................... E70XX, LOW HYDROGEN

2. WELDING: ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1

A. GROOVE AND BUTT WELDS SHALL BE COMPLETE JOINT PENETRATION WELDS, UNLESS OTHERWISE

NOTED.

B. FILLET WELD SIZES SPECIFIED ARE MINIMUMS, INCREASE AS REQUIRED PER AISC STEEL CONSTRUCTION

MANUAL TABLE J2.4.

C. WELD TERMINATIONS: WELDS TERMINATING AT ENDS OR SIDES, WHEREVER APPLICABLE, SHALL BE RETURNED CONTINUOUSLY AROUND CORNERS A DISTANCE OF 2 TIMES THE WELD SIZE PER AISC.

D. WELD LENGTHS: WHERE LENGTH IS NOT SPECIFIED, THE WELD SHALL BE FULL LENGTH OF THE JOINT.

3. THE CONTRACTOR SHALL SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS), DEVELOPED BY THE FABRICATOR/ERECTOR, IN ACCORDANCE WITH AWS D1.1 FOR REVIEW BY THE CONTRACTING OFFICER. ALL WELDS SHALL BE PRE-QUALIFIED PER AWS D1.1. THE WPS SHALL INCLUDE THE WELDING PARAMETERS

RECOMMENDED BY THE ELECTRODE MANUFACTURER.

4. SHEAR/BEARING CONNECTIONS: SHALL BE DETAILED BASED ON THE DESIGN INFORMATION PROVIDED IN THE

STRUCTURAL DRAWINGS.

A. STANDARD SHEAR CONNECTIONS: DETAIL AS BOLTED OR WELDED DOUBLE-ANGLE, SINGLE PLATE, SINGLE ANGLE, OR TEE CONNECTIONS IN ACCORDANCE WITH THE CONNECTION TABLES IN THE AISC

MANUAL OF STEEL CONSTRUCTION.

B. ALL BEAM TO WIDE FLANGE COLUMN AND BEAM TO BEAM/GIRDER CONNECTIONS BE DETAILED AS

DOUBLE-ANGLE CONNECTIONS UNLESS OTHERWISE SHOWN.

C. FACTORED DESIGN FORCES/REACTIONS: AS SHOWN ON THE STRUCTURAL DRAWINGS OR, IF NOT SHOWN, THE FACTORED DESIGN REACTION SHALL BE HALF OF THE "MAXIMUM TOTAL UNIFORM LOAD"

(LRFD) TABULATED IN THE AISC MANUAL OF STEEL CONSTRUCTION.

D. SHEAR/BEARING CONNECTIONS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE PROJECT STATE. THIS DESIGN SERVICE SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS OF CONNECTIONS SHALL BE SEALED BY A LICENSED PROFESSIONAL

ENGINEER IN THE PROJECT STATE.

5. ANCHORS: SUBSTITUTION OF EXPANSION, DRILLED OR ADHESIVE ANCHORS FOR EMBEDDED ANCHORS SHOWN

ON THE DRAWINGS SHALL NOT BE PERMITTED.

6. THE STRUCTURE SHALL NOT BE CONSIDERED STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS (INCLUDING METAL DECKING, CONCRETE FLOOR SLABS, JOISTS, ETC.) ARE IN PLACE, CONNECTED, AND ACHIEVED THEIR FULL DESIGN STRENGTH. TEMPORARY SUPPORTS AND BRACING SHALL NOT BE REMOVED OR MODIFIED UNTIL ALL ELEMENTS ARE IN PLACE, CONNECTED, AND HAVE ACHIEVED THEIR FULL DESIGN STRENGTH. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION BRACING THAT IS

REQUIRED.

7. STRUCTURAL STEEL THAT IS EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED (G-90) AFTER

FABRICATION.

METAL DECKING NOTES:

1. MATERIALS:

THE FOLLOWING ARE MINIMUMS

ROOF DECK ............................................................................. ASTM A 653, SS, GRADE 33 (Fy = 33 ksi), G90 GALVANIZED CLOSURE PLATES/ANGLES ................................................... ASTM A 653, SS, GRADE 33 (Fy = 33 ksi), G90 GALVANIZED

2. MECHANICAL PROPERTIES:

THE FOLLOWING ARE MINIMUMS

ROOF DECK:

THE ROOF DECK SHALL BE DESIGNED AND PROVIDED BY THE PRE-ENGINEERED METAL BUILDING SUPPLIER. THE MINIMUM DECK TYPE SHALL BE 1.5 in WR, 20 GAGE MINIMUM.

3. PROVIDE METAL DECKING AND CLOSURE PLATES/ANGLES IN COMPLIANCE WITH SDI "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, ROOF DECKS AND CELLULAR METAL FLOOR DECK WITH ELECTRICAL

DISTRIBUTION", LATEST EDITION AND SDI "DIAPHRAGM DESIGN MANUAL" LATEST EDITION.

4. BEAR DECKING 2 in MINIMUM AT SUPPORTS. LAP DECKING AT ENDS 2 in MINIMUM AND CENTER LAPS OVER

SUPPORTS.

5. WELD METAL DECKING IN COMPLIANCE WITH ANSI/AWS D1.3 USING E60XX ELECTRODES MINIMUM. WELDERS

SHALL BE CERTIFIED AS REQUIRED BY AWS.

6. SUBMIT COMPLETE METAL DECKING SHOP DRAWINGS TO THE CONTRACTING OFFICER FOR REVIEW. SHOP

DRAWINGS SHALL INDICATE ICC REPORT NUMBER, IF APPLICABLE.

7. ALL DECKING SHALL BE CONTINUOUS OVER AT LEAST 2 SPANS UNLESS OTHERWISE NOTED.

8. WHERE NO SPECIFIC SUPPORT IS INDICATED, PROVIDE CONTINUOUS L3X3X1/4 OR EQUIVALENT BENT PLATE AS

REQUIRED TO SUPPORT DECK EDGES.

10. ROOF DECKS: DO NOT SUSPEND PIPING, DUCT WORK, UTILITIES, SUSPENDED CEILINGS, LIGHT FIXTURES OR

OTHER LOADS FROM ROOF DECKING.

ABBREVIATIONS:

ALT ALTERNATE

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AB ANCHOR BOLT

ARCH ARCHITECT, ARCHITECTURAL

@ AT (MEASUREMENT)

B PL BASE PLATE

BM BEAM

BRG BEARING

BF BOTH FACES

BOT BOTTOM

BLDG BUILDING

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CJ CONTROL OR CONSTRUCTION JOINT

COORD COORDINATE

DL DEAD LOAD

DET DETAIL

DIA DIAMETER

DWG(S) DRAWING(S)

EA EACH

ES EACH SIDE

EW EACH WAY

EL ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP BT EXPANSION BOLT

EJ EXPANSION JOINT

EXT EXTERIOR

FS FAR SIDE

FIN FLR FINISHED FLOOR

FF EL FINISHED FLOOR ELEVATION

FDTN FOUNDATION

ft FEET

GA GAGE

GALV GALVANIZED

HORIZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

IJ ISOLATION JOINT

in INCH(ES) k KIP(S)

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MFR('S) MANUFACTURER('S)

MCJ MASONRY CONTROL JOINT

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

I MOMENT OF INERTIA

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

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

PEMB PRE-ENGINEERED METAL BUILDING

QTY QUANTITY

R RADIUS

RC REINFORCED CONCRETE

REINF REINFORCEMENT

REBAR REINFORCING STEEL BARS

REQ(D) REQUIRE(D)

SJ SAW JOINT

SCHED SCHEDULE

SIM SIMILAR

SQ SQUARE

sf SQUARE FEET sq in SQUARE INCH(ES) sq yd SQUARE YARD

SSMR STANDING SEAM METAL ROOF

SDI STEEL DECK INSTITUTE

SJI STEEL JOIST INSTITUTE

STRCT STRUCTURAL

THRU THROUGH

T&B TOP AND BOTTOM

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TL TOTAL LOAD

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

UON UNLESS OTHERWISE NOTED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

yd YARD

1" DIA. SMOOTH

DOWELS x 2'-0"

LONG @ 1'-6" O.C.

GREASE ONE END,

TYP.

EQ. EQ.

10 MIL VAPOR

BARRIER

CAPILLARY WATER BARRIER

t/2

S t

SECOND PLACEMENTFIRST PLACEMENT

BOT. REINF. 0.1 "d"

2 1/2" MAX.

FIRST PLACEMENT

1 ON 4

SLOPE

SECOND PLACEMENT

TOP REINF.

F.F. EL.

1/ 4"

1 ON 4 BEVEL

1/ 4"

AS REQ'D.

REF.

CIVIL

CONCRETE FND.

2'-0" MIN.

CLASS A LAP, TYP.

STD. HOOK, TYP.

CORNER BARS SAME SIZE

AND SPACING AS HORIZ.

REINF.

NOTES:

1. REINF. SHOWN APPLIES TO TOP, BOT., & INTERMEDIATE

BARS.

2. HOOKED BARS SHOWN MAY BE REPLACED, AT THE

CONTRACTOR'S OPTION, WITH BENT BARS THAT HAVE A

CLASS "A" LAP (2'-0" MIN.).

10"

10" SIDE WALL

FOUNDATION,

SEE PLANS

1/2" P.E.J.

COMPACTED NON-

EXPANSIVE FILL BELOW

STOOP

REF. CIVIL

SEE 3/2S-003 FOR ADA

DROPS @ DOORS

#4 BARS @ 1'-0"

O.C.E.W.

#4 CONT. BAR

W G

- 0

" M

3/4" DIA. SMOOTH

DOWELS x 2'-0"

LONG @ 1'-6" O.C.

GREASE ONE END,

TYP.

1% SLOPE

SEE PLANS

TYP.

6" MIN.,

SIZE PER EQUIPMENT

#3 BARS @ 6"

O.C.E.W.

3/4" CHAMFERTY

4" M

., EQUIPMENT

E N

1/ 2"

#4 BAR DOWELS @ 12" O.C. (TYP., 4

SIDES). PRE-SET DOWELS OR DRILL

AND GROUT.

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

B R

R R

6 7 8 9

As in di ca te d

H O

O D, T X

E Q

F A

: 0

3 8

A N

Fort Worth District

M . V

A, P

H G

H , P

U C

O N

C H

2S-003

U C

R A L

D D E

I L

III

H , P

NTS

TYP. SLAB C.J.1 NTS

TYP. TURN DOWN EDGE C.J.2 NTS

TYP. ADA DROPS @ DOORS3

NTS

TYP.4

NTS

TYP. STOOP DETAIL5 NTS

TYP. INTERIOR MECH/ELEC EQUIP. PAD6

TYP. TURNED DOWN EDGE

INTERSECTION REINF.

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

1' - 0" 12' - 10" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 8' - 4" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 12' - 10" 1' - 0"

- 0

2S-101 22S-101

2S-301

1 2 3

2S-3011

2S-301

PF PF PF PF

3" VENEER LEDGE

3" M

3" MIN.

SEE PLAN

PEMB COLUMN,

SEE PLANS

3" V

3" M

PEMB COLUMN,

SEE PLANS

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

B R

R R

6 7 8 9

As in di ca te d

H O

O D, T X

E Q

F A

: 0

3 8

A N

Fort Worth District

M . V

A, P

H G

H , P

U C

O N

C H

2S-101

F O

D A

O N

A N

H , P

PLAN

NORTH

1/16" = 1'-0"

FOUNDATION PLAN1

1 1/2" = 1'-0"2S-101

2 COLUMN DETAIL

1 1/2" = 1'-0"2S-101

3 COLUMN DETAIL

08 16 3241216 0

11 0

SHEET NOTES:

1. SEE 2S-001 THROUGH 2S-003 FOR MORE INFORMATION.

2. FIRST FLOOR F.F. REFERENCE EL. FOR STRUCTURAL PLANS IS 0'-0". REFER TO CIVIL FOR CONSTRUCTION F.F. EL.

3. PROVIDE COMPACTED NON-EXPANSIVE FILL BELOW ALL SLAB AREAS PER FOUNDATION NOTES ON 2S-001 AND

SPECIFICATIONS.

4. CONTRACTOR SHALL PROVIDE CONSTRUCTION JOINTS PER TYPICAL DETAILS ON 2S-003. CONSTRUCTION JOINTS SHALL BE

PLACED 5'-0" MINIMUM FROM COLUMNS.

5. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FLOOR DRAINS, SLAB PENETRATIONS, ENTRANCE MAT AND OTHER RECESSES. SLAB THICKNESS SHALL BE MAINTAINTED FOR ALL RECESSES.

1 SLAB: SHALL BE 10" THICK CONCRETE ON 10 MIL. VAPOR BARRIER ON 6" THICK CAPILLARY WATER BARRIER. REINFORCE WITH #5 BARS @ 1'-0" O.C.E.W., TOP AND BOTTOM, UNLESS OTHERWISE NOTED. FOR TYPICAL SLAB CONSTRUCTION JOINT, SEE 1/2S-003.

2 PRE-ENGINEERED METAL BUILDING COLUMN. SEE PRE-ENGINEERED METAL BUILDING NOTES ON SHEET 2S-001.

3 SLAB TURN DOWN EDGE: PROVIDE AT SLAB PERIMETER. 1'-0" WIDE x 2'-0" DEEP MINIMUM.

4 THICKENED PAD: PROVIDE AT ALL COLUMNS, UNLESS OTHERWISE NOTED. 4'-0" SQUARE x 2'-0" DEEP MINIMUM.

11 0

LEGEND:

DESIGNATION: CONTRACTOR SHALL ADJUST PER PEMB SUPPLIER RECOMMENDATIONS. SEE PEMB NOTES ON 2S-001

NOTE: ONLY PORTAL FRAMES SHALL BE ALLOWED FOR LATERAL FORCE RESISTING SYSTEM.

PF PORTAL FRAME: INDICATES BAY FOR PEMB SUPPLIER TO PROVIDE PORTAL FRAME.

REF. ARCH.

F.F. EL.

0' - 0"

REF.

CIVIL

6" CAPILLARY WATER

BARRIER

10 MIL VAPOR

BARRIER

COMPACTED NON-

EXPANSIVE FILL (TYP.)

(2) - #6 BARS CONT., TOP & BOT.

SEE

PLANS

- 0

" M

1 ON 1

SLOPE

SLAB, SEE

PLANS

MIN.

1' - 0"

REF. ARCH.

F.F. EL.

0' - 0"

REF.

CIVIL

6" CAPILLARY WATER

BARRIER

10 MIL VAPOR

BARRIER

SLAB, SEE

PLANS

PEMB COL.,

SEE PLANS

COMPACTED NON-

EXPANSIVE FILL (TYP.)

SEE

PLANS

- 0

" M

4' - 0" SQ.

#6 BARS @ 1'-0"

O.C.E.W.

CONTINUE TURN DOWN

EDGE REINF. THRU

THICKENED PAD (TYP.)

1 ON 1 SLOPE

ROLL-UP

DOOR, REF.

ARCH.

F.F. EL.

0' - 0"

6" CAPILLARY WATER

BARRIER

10 MIL VAPOR BARRIER

SLAB, SEE

PLANS

COMPACTED NON-

EXPANSIVE FILL (TYP.)

1/2" P.E.J.

REF. CIVIL.

- 0

" M

MIN.

1' - 0"

(2) - #6 BARS

CONT., TOP & BOT. 1 ON 1

SLOPE

L2X2X1/4 w/ 1/2" DIA. HEADED STUDS x 0'-4" LONG @ 24" O.C.

SEE

PLANS

3/4" DIA. SMOOTH DOWELS x 2'-0" LONG

@ 18" O.C., GREASE ONE END, TYP. @

ROLL-UP DOORS

F.F. EL.

0' - 0"

6" CAPILLARY WATER

BARRIER

10 MIL VAPOR BARRIER

SLAB, SEE PLANS

COMPACTED NON-

EXPANSIVE FILL (TYP.)

1" 3"

PEMB COL.,

SEE PLANS

REF. ARCH.

REF. CIVIL

1/2" P.E.J.

- 0

" M

4' - 0" SQ.

SEE

PLANS

1 ON 1 SLOPE

SLAB, SEE PLANSREF. CIVIL

F.F. EL.

0' - 0"

1/2" P.E.J. DOOR, REFER ARCH.

SEE 3/2S-003, TYP. @

ALL PERSONNEL DOORS

- 0

" M

MIN.

1' - 0"

6" CAPILLARY WATER

BARRIER

10 MIL VAPOR BARRIER

COMPACTED NON-

EXPANSIVE FILL (TYP.)1 ON 1

SLOPE

(2) - #6 BARS

CONT., TOP & BOT.

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

B R

R R

6 7 8 9

'-0

H O

O D, T X

E Q

F A

: 0

3 8

A N

Fort Worth District

M . V

A, P

H G

H , P

U C

O N

C H

2S-301

U N

T I

O N

S E

H , P

1" = 1'-0"2S-301

1 FOUNDATION SECTION

1" = 1'-0"2S-301

2 FOUNDATION SECTION

1" = 1'-0"2S-301

3 FOUNDATION SECTION @ ROLL-UP DOORS

1" = 1'-0"2S-301

4 FOUNDATION SECTION

1" = 1'-0"2S-301

5 FOUNDATION SECTION @ PERSONEL DOORS

01/2 1 21 0 01/2 1 21 0

01/2 1 21 0 01/2 1 21 0 01/2 1 21 0

DRAWING ABBREVIATIONS INDEX OF DRAWINGS GENERAL NOTES

LEGEND

NUMBERING SYSTEM:

A-001

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

CONCRETE/ CAST

STONE

SOIL

SAND, OR GROUT

BRICK

CMU

RIGID INSULATION

FIBERGLASS BATT

INSULATION

GYPSUM

BOARD

EXTERIOR

GLASSMAT

GYPSUM

SHEATHING

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

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

ALUMALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCHARCHITECT

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

BDRYBOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDGBUILDING

BLKGBLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKTBRACKET

BSMTBASEMENT

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

CFMFCOLD-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

CNDSCONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONFCONFERENCE

CONTCONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

0 GRID / COLUMN

LINE DESIGNATOR

EQUIPMENT

NUMBER

DOOR NUMBER

INTERIOR

ELEVATION

WALL TYPE

WINDOW TYPE

A101

SIM

SECTION

Room name

ROOM

NAME/NUMBER

A101

Ref

A101

Ref

EXTERIOR

ELEVATION

1 REVISION TAG

A-101

SIM

PLAN, BLOW-UP

DETAIL

NORTH ARROW w/

TRUE NORTH

INDICATION

SPOT 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

2' x 2' ACT

CEILING

SHEET

KEYNOTE

GYP. BD.

CEILINGSUSPENDED

EMERGENCY

LIGHT FIXTURE

SURFACE MOUNT

FLUORESCENT

LIGHT

RETURN AIR

GRILLE

SUPPLY AIR

GRILLE

EXHAUST AIR

GRILLE

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 INCH-POUND UNITS.

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

AND OTHER CONSTRUCTION OUTSIDE THE BUILDING PERIMETER.

5. REFER TO A-3--, A-3--, AND A-3-- FOR WALL TYPE CONSTRUCTION.

6. REFER TO A-602 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 A---- FOR GLAZING SCHEDULE.

12. FOR CAST STONE PROFILES SEE SHEET A----.

SUSPENDED

LIGHT FIXTURE

RECESSED

EMERGENCY LED

DOWNLIGHT

RECESSED LED

DOWNLIGHT

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

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

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

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 ELFINISH 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 FURNISHED

GOVERNMENT INSTALLED

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

HDPEHIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPAHIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDRHYDRAULIC

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 RM MACHINE ROOM

MATLMATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBLMOVABLE

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

PLAMPLASTIC LAMINATE

PLAS PLASTER

PLBGPLUMBING

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

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

SMLSSEAMLESS

SP EL SPOT ELEVATION

SPECSPECIFICATION

SQ SQUARE

SQ INSQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STORSTORAGE

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

TEMPTEMPORARY

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

TOPOTOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

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

UNO UNLESS NOTED OTHERWISE

SHEET NUMBER

WITHIN SERIES

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

N D

G B

C H

6 7 8 9

'-0

F O

H O

O D, T

A S

P M

T M

N T

A N

: 0

3 8

A N

Fort Worth District

. D

T, R .A

F, A

R C

R E

2A-001

N O

A B

E V

. D

T, R .A

2A-201

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

1'-0" 12'-10" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 8'-4" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 20'-6" 12'-10" 1'-0"

1'- 0"

'-0

1'-

'-0

364'-0"

6'-6" 9'-11 1/2" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 13'-4 1/2" 13'-4 1/2" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 11'-10" 8'-8" 9'-11 1/2" 6'-6"

3'- 8"

6'- 7 3

/4"

6'- 7 3

/4"

STOR

MECH/ELEC

STORAGE BAY

MECH/ELEC

STORAGE BAY

MECH/ELEC

STOR

2A-201

2222222112222222

1 1

2A-201

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

8'-0"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"

8'-0"

STORAGE BAY

MECH/ELEC

STORAGE BAY

STOR

MECH/ELEC

STOR

MECH/ELEC

2A-401

3TYP. TYP.

2A-201

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

2A-201

RIDGE

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

N D

G B

C H

6 7 8 9

'-0

F O

H O

O D, T

A S

P M

T M

N T

A N

: 0

3 8

A N

Fort Worth District

. D

T, R .A

F, A

R C

R E

N fil en am e 2A-101

P L

N N

A . D

T, R

PLAN

NORTH

1/16" = 1'-0"1 OVERALL FIRST FLOOR PLAN

PLAN

NORTH

1/16" = 1'-0"6 REFLECTED CEILING PLAN

PLAN

NORTH

1/16" = 1'-0"7 ROOF PLAN

08 16 3241216 0

01_Floor 0"

1234567891011121314151617181920

2A-201

STANDING SEAM METAL ROOF

INSULATED METAL WALL PANEL

METAL CANOPY

METAL GUTTER SYSTEM

L-15 L-16 L-9 L-9 L-15 L-9 L-9 L-15L-16

01_Floor 0"

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

2A-201

L-16 L-14 L-14 L-14L-16 L-14 L-16

01_Floor 0"

2A-201 STANDING SEAM METAL ROOF

METAL DRAINAGE SYSTEM

METAL CANOPY

INSULATED METAL PANEL

L-15

01_Floor 0"

B A

2A-201

L-15

01_Floor 0"

B A

2A-201

2A-310

01_Floor 0"

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

2A-201 2A-310

2A-310

STOR

STORAGE BAY

MECH/ELEC

STOR

STORAGE BAY

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

N D

G B

C H

6 7 8 9

'-0

F O

H O

O D, T

A S

P M

T M

N T

A N

: 0

3 8

A N

Fort Worth District

. D

T, R .A

F, A

R C

R E

2A-201

D I

T I O

N N

A . D

T, R

1/16" = 1'-0"1 NORTH ELEVATION

1/16" = 1'-0"2 SOUTH ELEVATION

1/16" = 1'-0"3 EAST ELEVATION

1/16" = 1'-0"4 WEST ELEVATION

1/16" = 1'-0"5 BUILDING TRANSVERSE SECTION

1/16" = 1'-0"6 BUILDING LONGITUDINAL SECTION

08 16 3241216 0

08 16 3241216 0 08 16 3241216 0

01_Floor 0"

STANDING SEAM METAL ROOF

ON ROOF UNDERLAYMENT ON

5/8" GLASSMAT GYP.

SHEATHING ON 4" RIGID

INSULATION ON METAL DECK

METAL GUTTER AND DOWNSPOUT

OVERHEAD DOOR AS SCHED., TYP.

METAL CANOPY, TYP. (BEYOND)

INSULATED METAL PANEL WALL, R-21

PREFINISHED METAL SOFFIT

AND FASCIA ON HAT CHANNELS

ON 1" RIGID INSULATION ON 5/8"

GLASSMAT GYP. SHEATHING ON

METAL STUD FRAMING

2A-401

2A-520

12'-6"

01_Floor 0"

STANDING SEAM METAL ROOF ON

ROOF UNDERLAYMENT ON 5/8"

GLASSMAT GYP. SHEATHING ON 4"

RIGID INSULATION ON METAL DECK

DOOR AS SCHED., TYP. (BEYOND)

METAL CANOPY, TYP. (BEYOND)

INSULATED METAL PANEL WALL

PREFINISHED METAL SOFFIT AND

FASCIA ON HAT CHANNELS ON 1" RIGID

INSULATION ON 5/8" GLASSMAT GYP.

SHEATHING ON METAL STUD FRAMING

2A-401

2A-520

01_Floor 0"

STANDING SEAM METAL ROOF ON

ROOF UNDERLAYMENT ON 5/8"

GLASSMAT GYP. SHEATHING ON 4"

RIGID INSULATION ON METAL DECK

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

N D

G B

C H

6 7 8 9

'-0

F O

H O

O D, T

A S

P M

T M

N T

A N

: 0

3 8

A N

Fort Worth District

, J . M

. D

T, R .A

F, A

R C

R E

2A-310

N N

A . D

T, R

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

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

1/2" = 1'-0"3 WALL SECTION 3

01 2 42 0 01 2 42 0 01 2 42 0

INSULATED METAL

WALL PANEL, R-21

SEALANT 3/8" BEAD

PANCAKE HEAD

FASTENER

BASE ANGLE

ANCHOR

CLIP FASTENER

WALL PANEL CLIP @

PANEL SIDE JOINT

SEALANT (CONTINUOUS)

BASE TRIM

ANBLE TRIM

POP RIVIT FASTENER

16'-8"

3'- 0"

11'-10" 4'-10"

8'-0"

2A-401

METAL DRAINAGE

SYSTEM (BEYOND)

METAL CANOPY

PROVIDED PER

MANUFACTURERS

INSTRUCTIONS

INSULATED METAL

WALL PANEL

4'-6"

3'- 0" 8'-0"

METAL DRAINAGE

SYSTEM (BEYOND)

METAL CANOPY

PROVIDED PER

MANUFACTURERS

INSTRUCTIONS

INSULATED METAL

WALL PANEL

8'-0"

METAL CANOPY

PROVIDED PER

MANUFACTURERS

INSTRUCTIONS

METAL DRAINAGE

SYSTEM (BEYOND)

INSULATED METAL

WALL PANEL

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

N D

G B

C H

6 7 8 9

As in di ca te d

F O

H O

O D, T

A S

P M

T M

N T

A N

: 0

3 8

A N

Fort Worth District

. D

T, R .A

F, A

R C

R E

2A-401

D E

N N

A . D

T, R

3" = 1'-0"1 IMP WALL BASE, TYP.

1/2" = 1'-0"2 METAL CANOPY 1 (TYP.)

1/2" = 1'-0"3 METAL CANOPY 2 (TYP.)

1/2" = 1'-0"4 METAL CANOPY SECTION (TYP.)

01 2 42 0 01 2 42 0 01 2 42 0

66 04 2

STANDING SEAM METAL ROOF

ROOF UNDERLAYMENT

METAL STUD SOFFIT

SUPPORT AS REQ’D.

5/8” GLASSMAT GYP.

SHEATHING

3'-0"

METAL GIRT

METAL…

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