Technical_Exhibit_B_-_Drawings_(Pages_31-50).pdf

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

WORK. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES.

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

DETAILS IN CASE OF CONFLICT.

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

ENGINEERING, WITH CHANGE 4, (11-1-2018).

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. NOT SHOWN ON STRUCTURAL PLANS

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 TRADES IN THIS REGARD, AND PROVIDING NECESSARY

DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED.

15. 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.

GENERAL REQUIREMENTS: DESIGN CRITERIA:

1. CODES AND CRITERIA:

UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 4 (11-1- 2018)

UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (12-12-2018)

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

IBC 2015, INTERNATIONAL BUILDING CODE

2. BUILDING OCCUPANCY CATEGORY: II

3. LIVE LOADS:

FIRST FLOOR ........................................................................................ 150 psf (2,000 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

5. WIND LOADS:

BASIC WIND SPEED, V ........................................................................... 115 mph RISK CATEGORY ..................................................................................... II EXPOSURE CATEGORY .......................................................................... C INTERNAL PRESSURE COEFFICIENT, GCpi .......................................... +/- 0.18

FOR COMPONENTS AND CLADDING PRESSURES, SEE 1S-600

6. SEISMIC LOADS:

RISK CATEGORY ...................................................................................... II 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.

8. ANTI TERRORISM / FORCE PROTECTION: SHALL MEET THE REQUIREMENTS OF UFC 4-010-01, DoD

MINIMUM ANTI TERRORISM STANDARDS FOR BUILDINGS (12-12-2018).

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

APPLICABLE CODES AND CRITERIA, THE MORE STRINGENT SHALL BE APPLIED.

FOUNDATION (FLAT MAT SLAB):

1. SOILS INFORMATION BASED ON THE GEOTECHNICAL REPORT DATED FEBRUARY 2019, PROVIDED BY THE

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

2. DESIGNED BASED ON THE FOLLOWING INFORMATION:

ALLOWABLE BEARING PRESSURE (NET) ........................................................... 2,000 psf EFFECTIVE MODULUS OF SUBGRADE REACTION ............................................ 150 pci EDGE MOISTURE VARIATION DISTANCE, Lm ..................................................... 5.5 ft SOIL HEAVE, Ym .................................................................................................... 1 in FROST DEPTH ........................................................................................................ 6 in

3. 4 ft (MIN.) OF COMPACTED NON-EXPANSIVE FILL SHALL BE PLACED BELOW THE BUILDING FOOTPRINT IN ACCORDANCE WITH THE SPECIFICATIONS. THE UPPER 6 in OF EXISTING SUBGRADE EXPOSED AFTER EXCAVATION OR CLEARED PRIOR TO FILL PLACEMENT SHALL BE SCARIFIED, MOISTENED, MANIPULATED

AND RECOMPACTED TO THE SAME DENSITY REQUIRED FOR NON-EXPANSIVE FILL MATERIALS.

4. EXCAVATED AREAS BEYOND THE LIMITS OF THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH SELECT CLAY BACKFILL MATERIALS. THIS SELECT CLAY CAP SHALL BE A MINIMUM OF 2 ft THICK AND SHALL EXTEND FROM THE BUILDING PERIMETER TO THE LIMITS OF THE EXCAVATION; COMPLETELY CAPPING/COVERING THE COMPACTED NON-EXPANSIVE FILL. SELECT CLAY BACKFILL MATERIALS SHALL BE COMPACTED TO AT LEAST 92% OF LABORATORY MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.

5. A 15 mil POLYETHYLENE VAPOR BARRIER AND 6 in MIN. CAPILLARY WATER BARRIER SHALL BE PROVIDED

BENEATH THE SLAB, UNLESS NOTED OTHERWISE.

6. THE CONTRACTOR SHALL PROVIDE FOR DEWATERING OF EXCAVATIONS FOR EITHER SURFACE WATER, GROUND WATER, OR SEEPAGE IF REQUIRED.

7. CHECK PLUMBING PLANS FOR APPROXIMATE LOCATION OF LINES AND SLEEVES THROUGH FOUNDATION

SLABS. THE CONTRACTOR SHALL VERIFY LOCATION BEFORE CONCRETE PLACEMENT.

8. CONSTRUCTION JOINTS SHALL BE PLACED 3 ft MINIMUM FROM COLUMNS. FOR JOINT DETAILS, SEE "FLAT-

MAT CONSTRUCTION JOINT DETAIL".

1. THE BUILDING SHALL BE A MANUFACTURER'S STANDARD PREFABRICATED METAL STRUCTURE OF THE APPROXIMATE DIMENSIONS SHOWN ON THE DRAWINGS, EXCEPT AS NOTED. OVERALL DIMENSIONS

AND CONSTRUCTION DETAILS MAY VARY TO SUIT THE MANUFACTURER'S STANDARD DESIGN.

2. THE 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 SYSTEM MANUFACTURER AND SHALL BE SUBMITTED WITH THE DESIGN ANALYSIS.

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. MINIMUM WEB THICKNESS OF RIGID FRAMES SHALL BE 3/16 in.

3. A COMPLETE DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL. THE DESIGN ANALYSIS SHALL SHOW ALL CALCULATIONS FOR THE RIGID FRAMES, GIRTS, PURLINS, CROSS-BRACING AND ANY OTHER STRUCTURAL ELEMENTS PART OF THE METAL STRUCTURE. COMPLETE FABRICATION AND ERECTION

DRAWINGS SHALL ALSO BE SUBMITTED FOR APPROVAL.

4. DESIGN LOADS SHALL CONFORM WITH LIVE, SNOW, WIND AND SEISMIC LOAD PARAMETERS NOTED IN

"DESIGN CRITERIA" ON THIS SHEET (S-001) PLUS COLLATERAL DEAD LOADS FROM

MECHANICAL/ELECTRICAL EQUIPMENT, CEILINGS AND SPRINKLERS AS APPLICABLE. THE MINIMUM DESIGN COLLATERAL DEAD LOAD SHALL BE 10 psf. LOAD COMBINATIONS AND DESIGN STRESSES SHALL

COMPLY WITH AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.

5. THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS AND ALL OTHER SUCH DEVICES.

ADDITIONAL GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF

EQUIPMENT. SUPPORT FOR MECHANICAL EQUIPMENT AND OVERHEAD ARCHITECTURAL FEATURES

SHALL COMPLY WITH UFC 4-010-01.

6. LATERAL DRIFT LIMITS: SHALL NOT EXCEED h/480 IN ANY DIRECTION FOR A 10 yr. WIND MRI.

7. EXTERIOR CLADDING, INCLUDING INSULATED METAL ROOF PANELS, SHALL NOT BE PERMITTED TO ACT

AS A DIAPHRAGM TO TRANSFER LATERAL LOADS.

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

9. ANCHOR BOLTS FOR THE BUILDING SHALL BE DESIGNED AND FURNISHED BY THE CONTRACTOR.

ANCHOR BOLTS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF

TEXAS, FOR THE FRAME REACTIONS PROVIDED BY THE METAL BUILDING MANUFACTURER. THE

ANCHOR BOLT DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL.

10. THE FOUNDATION SHOWN ON THE DRAWINGS SHALL BE THE MINIMUM PROVIDED. A PROFESSIONAL

ENGINEER, LICENSED IN THE STATE OF TEXAS, SHALL VERIFY FOUNDATION DIMENSIONS AND

REINFORCING SHOWN ARE ADEQUATE FOR FRAME REACTIONS (PROVIDED BY THE METAL

BUILDING MANUFACTURER) AND EMBEDMENT OF COLUMN ANCHOR BOLTS BEFORE FOUNDATION

CONSTRUCTION BEGINS. IF INADEQUATE, THE CONTRACTOR SHALL INCREASE FOUNDATION

DIMENSIONS AND REINFORCING AS REQUIRED, AFTER APPROVAL BY THE CONTRACTING OFFICER.

PRE-ENGINEERED METAL BUILDING:

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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 STRENGTH: THE CONCRETE STRENGTH SHOWN IN THE FOLLOWING TABLE IS THE

MINIMUM COMPRESSIVE STRENGTH 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 (MAX) 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.

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 BEAMS, COLUMNS AND PLINTH STIRRUPS/SPIRALS ......................................................................... 1-1/2 in FLAT-MAT-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.

CAST-IN-PLACE CONCRETE: CAST-IN-PLACE CONCRETE (CONTINUED):

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 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.

BAR

SIZE

BAR

DIAMETER

(in.)

0.375 0.500 0.625 0.750 0.875 1.000 1.125 1.250 1.375

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

TOP BAR OTHER BARS TOP BAR OTHER BARS

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

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.

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.

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.

REINFORCED HOLLOW CMU:

1. MATERIALS:

SPECIFIED COMPRESSIVE STRENGTH, f'm .................................. 1,500 psi CONCRETE MASONRY BLOCK ....................................................... ASTM C 90 MORTAR ........................................................................................... ASTM C 270, TYPE S GROUT ............................................................................................. ASTM C 476, ASTM C 1019 REINFORCEMENT ........................................................................... ASTM A 615, GRADE 60 WELDED REINFORCEMENT ........................................................... ASTM A 706, GRADE 60 EXPANSION ANCHORS ................................................................... ICC ES APPROVED FOR GROUT FILLED CMU

2. CMU BOND LAY UP SHALL BE RUNNING BOND, UNLESS OTHERWISE NOTED.

3. VERTICAL CELLS TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT LESS THAN 2 in X 3 in IN PLAN DIMENSIONS.

4. CMU CONTROL JOINTS: LOCATE WITHIN 24 in OF MASONRY VENEER CONTROL JOINTS SHOWN ON ARCHITECTURAL DRAWINGS. CMU CONTROL JOINTS ARE NOT PERMITTED WITHIN 24 in OF EDGES OF

OPENINGS, PILASTERS OR BEAM/JOIST BEARING.

5. FOUNDATION DOWELS: SHALL BE FULLY DEVELOPED INTO THE FOUNDATION AND 30 in MINIMUM INTO THE CMU WALL. PROVIDE A FOUNDATION DOWEL FOR EACH VERTICAL REINFORCING BAR, UNLESS

OTHERWISE NOTED.

6. VERTICAL REINFORCEMENT: USE (1) - #5 BAR AT 48 in ON CENTER, CENTERED IN THE WALL UNLESS

OTHERWISE NOTED. VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE

FOUNDATION TO EMBED 5 in MINIMUM INTO THE BOND BEAM AT TOP OF WALL, UNLESS OTHERWISE

NOTED.

A. DOWEL REINFORCEMENT TO SUPPORTING MEMBERS WITH SAME SIZE AND SPACING OF

REINFORCEMENT AS NOTED HEREIN.

B. PROVIDE (1) - #5 BAR MINIMUM AT CMU WALL ENDS AND AT EACH SIDE OF CONTROL JOINTS.

C. PROVIDE (2) - #5 BARS MINIMUM AT CMU WALL CORNERS.

7. HORIZONTAL/BOND BEAM REINFORCEMENT: PROVIDE A BOND BEAM AT TOP AND BOTTOM OF ALL CMU

WALLS. REINFORCE BOND BEAMS WITH (2) - #5 BARS. BOND BEAMS SHALL BE CONTINUOUS

THROUGHOUT CMU WALLS, UNLESS OTHERWISE NOTED. AT CONTROL JOINTS BOTTOM BOND BEAM

REINFORCEMENT SHALL BE DISCONTINUOUS.

8. REINFORCEMENT AT CMU WALL OPENINGS: PROVIDE (2) -#5 VERTICAL JAMB BARS AT EACH SIDE OF THE

OPENING. FOUNDATION DOWELS SHALL BE PROVIDED FOR EACH VERTICAL JAMB BAR.

9. CMU REINFORCEMENT DEVELOPMENT AND LAP SPLICE LENGTHS:

BAR SIZE

BAR DIAMETER (in.)

0.375 0.500 0.625

DEVELOPMENT AND LAP LENGTH (in.)

1. TABLE DEVELOPED FOR f'M = 1,500 psi AND fy = 60,000 psi.

2. TABLE REPRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP

SPLICE LENGTHS BASED ON TMS 402.

10. MINIMUM ADDITIONAL REINFORCING IS SHOWN ON "TYPICAL REINFORCED CMU WALL ELEVATION

DETAIL", S-005.

11. PROVIDE A MINIMUM 1/2 in CLEARANCE BETWEEN MAIN REINFORCING AND MASONRY UNITS.

12. REINFORCING CONGESTION: KNOCK OUT BLOCKS SHALL BE ALLOWED TO FACILITATE CONSTRUCTION.

13. GROUTING: ALL CELLS WITH REINFORCING AND/OR ANCHORS SHALL BE FILLED WITH GROUT, INCLUDING BOND BEAMS, LINTELS AND PILASTERS, AS INDICATED IN THE NOTES AND DRAWINGS. ALL BEAM/JOIST POCKETS SHALL BE FULLY GROUTED AFTER BEAM JOIST PLACEMENT UNLESS OTHERWISE NOTED.

14. EXPANSION ANCHORS: SHALL BE PLACED IN GROUTED CMU CELLS ONLY. EMBEDMENT SHALL BE 5 in

MINIMUM.

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. 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. 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 LENGTH SHALL BE FULL LENGTH OF THE JOINT WHERE NOT SPECIFIED.

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. 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 OR SINGLE

PLATE 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 SHALL 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. 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. SUBSTITUTION OF EXPANSION, DRILLED OR ADHESIVE ANCHORS FOR EMBEDDED ANCHORS SHOWN

ON THE DRAWINGS SHALL NOT BE PERMITTED.

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

FABRICATION.

STRUCTURAL STEEL FRAMING:

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1. REPORTS: PREPARED BY THE INSPECTOR, SIGNED BY AN ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER. ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT

CORRECTED, TO THE CONTRACTING OFFICER.

2. THE SPECIAL INSPECTION IS TO BE CONTINUOUS DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE NOTED.

3. CERTIFICATION: THE INSPECTOR SHALL BE CERTIFIED BY THE CONTRACTING OFFICER TO PERFORM THE TYPES OF SPECIAL INSPECTIONS SPECIFIED. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION SHALL

BE COMPLETED AND SUBMITTED TO THE CONTRACTING OFFICER.

4. OFF-SITE FABRICATION:

A. SUBMIT APPLICATION TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION.

B. SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION TO THE CONTRACTING OFFICER PRIOR TO

ERECTION OF PRE-FABRICATED COMPONENTS.

5. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY THE CONTRACTING OFFICER. SPECIFICALLY, INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER. WORK INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER IS SUBJECT TO RE-OPENING OR EXPOSURE.

6. SPECIAL INSPECTION PROGRAM:

SPECIAL INSPECTIONS:

SOILS:

GRADING, EXCAVATION & FILL

FINAL FOUNDATION PREPARATION

CONCRETE:

REINFORCING PLACEMENT

REINFORCING WELDING

REINFORCING COUPLING

ANCHOR BOLTS & INSERTS

MATERIAL VERIFICATION

PREPARATION OF TEST SPECIMENS

CONCRETE PLACEMENT

EPOXY & EXPANSION ANCHOR PLACEMENT

CURING

STRUCTURAL STEEL:

EMBEDED PLATES

HIGH STRENGTH BOLTING

WELDING OF ANCHORS & STUDS

DETAIL CONFORMANCE

SHOP WELDING (REF. NOTE 2):

SINGLE PASS FILLET WELDS < 5/16 in.

FILLET WELDS > 5/16 in.

PARTIAL & COMPLETE PENETRATION WELDS

FIELD WELDING:

SINGLE PASS FILLET WELDS < 5/16 in.

FILLET WELDS > 5/16 in.

PARTIAL & COMPLETE PENETRATION WELDS

COLD-FORMED STEEL FRAMING WELDS

STEEL DECK WELDING

OTHER:

PRE-FABRICATED CONSTRUCTION

CONCRETE MASONRY

ITEMS: CONTINUOUS

REF. NOTE 3

PERIODIC

REF. NOTE 3

COMMENTS:

X X

X X

X X X X

X X

X X

X X X

X

X

X

X

X

X X X

SPECIAL INSPECTION PROGRAM NOTES:

1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH THE IBC BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE CONTRACTOR AND CONTRACTING OFFICER. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. SPECIAL INSPECTION TESTING

REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.

2. SPECIAL INSPECTION IS NOT REQUIRED FOR AND APPROVED FABRICATOR PER IBC SECTION 1704.2.5.

3. CONTINUOUS SPECIAL INSPECTION MEANS THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (IBC SECTION 1702). PERIODIC SPECIAL INSPECTION MEANS THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM ALL WORK REQUIRING SPECIAL INSPECTION IS

IN COMPLIANCE.

4. THE STEEL FRAME SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SUCH AS BRACING, STIFFENING MEMBER LOCATIONS, AND PROPER APPLICATION OF

JOINT DETAILS AT EACH CONNECTION.

5. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH AWS D1.1

6. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USE OF COMPARABLE METHOD.

7. INSPECTION OF PRE-FABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PRE-FABRICATION IF THE

APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE.

8. INSPECTION/TESTING SHALL BE IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S ICC REPORT AND SHALL INCLUDE AS A MINIMUM: VERIFICATION OF HOLE DEPTH AND DIAMETER, CLEAN OUT, ALL MATERIALS AND

INSTALLATION TORQUE.

9. MASONRY SPECIAL INSPECTION SHALL COMPLY WITH SPECIFICATIONS AND TMS 402, LEVEL B SPECIAL INSPECTION.

10. REINFORCEMENT IN ALL STRUCTURAL MEMBERS SHALL BE VISUALLY INSPECTED AND APPROVED ON THE DAY PRIOR

TO ANY SCHEDULED CONCRETE OR MASONRY GROUT PLACEMENT.

REFERENCE NOTE 7

REFERENCE NOTES 9 & 10

REFERENCE NOTE 5

REFERENCE NOTE 5

REFERENCE NOTE 5

REFERENCE NOTE 5

REFERENCE NOTE 6

REFERENCE NOTE 6

REFERENCE NOTE 4

REFERENCE NOTE 8

REFERENCE NOTE 10

RECORD SLUMP, AIR CONTENT, TEMPERATURE

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

EF EACH FACE

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

OPP OPPOSITE

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)

ROT ROTATED

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

ABBREVIATIONS:

FIN. GR. SEE

CIVIL

EQUIPMENT

(3) - #4 BARS

4"

#4 BARS @ 12" O.C.E.W.

@ CENTER OF SLAB

SECTION A-A

U.N.O.

EQUPMENT DIM. + 1'-0" MIN.

PLAN

M

IN

U.

N.

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EQ

UI

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EN

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A

6" MIN. 3/4" CHAMFER

A

6" 1'

- 0 " M

IN

8"

#3 SMOOTH DOWEL x

2'-0" LONG @ 12" O.C.,

GREASE ONE END

SEE PLANS

1/2" DROP

1/2" P.E.J.

4" THICK SLAB w/ #4's @ 12" O.C.E.W. @

CENTER OF SLAB, BEND

INTO SIDEWALL

COMPACTED NON-

EXPANSIVE FILL

8" SIDEWALL

#3 CONTINUOUS

#3 CONTINUOUS

MAT FOUNDATION,

SEE PLANS

1/2" P.E.J.

SEE CIVIL

10"

1'

- 0

" M

IN

SLOPE 1%

TOP

REINF.

BOTTOM

REINF.

1/8" TOOLED JOINT @

CONCRETE EXPOSED TO VIEW

NOTE: ALL FLAT MAT SLAB REINFORCEMENT

LAP SPLICES SHALL BE CLASS B, U.N.O.

2" KEY

1 ON 4 SLOPE

"d

"d

KE

Y

"d

"d

SECOND PLACEMENTFIRST PLACEMENT

FIN. FL.

TYP.

6" MIN.,

SIZE PER EQUIPMENT

#3 BARS @ 6"

O.C.E.W.

3/4" CHAMFERTY

P.

4" M

IN

., EQUIPMENT

EM

BE

DM

E N

T

1/ 2"

M

IN

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

SIDES). PRE-SET DOWELS OR DRILL

AND GROUT.

A

FOR FLOOR DRAIN

LOCATIONS, SEE

MECH. AND ARCH.

(2) - #4 BARS x 4'-0"

SEE NOTE 2

SLOPE 1/4"

PER ft

SLOPE

1/4" PER ft

SLOPE

1/4" PER ft

SLOPE 1/4"

PER ft

NOTES:

1. DEPRESS REINFORCING TO ACHIEVE MINIMUM CONCRETE COVER AT DRAINS.

2. REINFORCING IS PLACED AT TOP AND BOTTOM OF SLAB.

3. SLAB THICHNESS SHALL BE MAINTAINED IN DEPRESSION.

1'-6"

R

(2) - #4 BARS @ 45°

ORIENTATION. TOP

& BOT.

SLAB REINF.,

SEE PLANS

1"

CLR

2' - 0"

2' - 0"CLR

.1"

NOTES:

1. MINIMUM CLEARANCE OF 1" OR LIVE LOAD DEFLECTION, WHICHEVER IS

GREATER. 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 FOR WHEN CROSS WALL SUPPORT

SPACING EXCEEDS 8'-0".

PERPENDICULAR TO PURLINS AND BEAMS

PARALLEL TO PURLINS AND BEAMS

METAL DECK OR

INSULATED METAL PANELS

FIRE STOPPING

MATERIAL AS

REQUIRED

CONT. TRACK

L2 1/2x2x3/16 (LLV) x 6" @

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

ANGLE

PURLIN OR

BEAM BOTTOM

FLANGE (TYP.)

L2x2x3/16 WELD OR

FASTEN TO PURLIN OR

BEAM BOTTOM FLANGE @

6'-0" O.C. (MAX.)

CONT. TRACK

FIRE STOPPING

MATERIAL AS

REQUIRED

METAL DECK OR INSULATED

METAL PANELS

PURLIN OR BEAM

BOTTOM FLANGE

1SE

E

NO

TE

1SE

E

NO

TE

1SE

E

NO

TE

1SE

E

NO

TE

L2 1/2x2x3/16 (LLV) x 6" @

6'-0" O.C. WELD OR FASTEN

TO PURLIN OR BEAM

BOTTOM FLANGE

REF. ARCH. FOR

WALL EXTENSION

REF. ARCH.

FOR WALL

EXTENSION

SHEET

NUMBER

D ra w n by

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NTS1 TYP. EXTERIOR EQUIPMENT PAD

NTS2 TYP. STOOP

NTS3

TYP. FLAT MAT SLAB CONSTRUCTION

JOINT

NTS6 TYP. INTERIOR MECH/ELEC EQUIP. PAD

NTS5 TYP. FLR. DRAIN IN SLAB

NTS4 TYP. S.O.G. REENTRANT CORNER REINF.

NTS7 METAL STUD PARTITION LAT. SUPPORT

(1) VERT. BAR (MIN.)

EACH SIDE OF C.J., SEE

NOTES.

TYPICAL

CONTROL JOINT

TYPICAL

DOOR OPENING

2 VERT. BARS (MIN.)

@ CORNER, SEE

NOTES & DETAILS

THIS SHEET

VERT. BAR,

SEE NOTES

C.J., SEE NOTES

AND DETAILS THIS

SHEET

TOP BOND BEAM,

SEE NOTES

BOTTOM BOND

BEAM, SEE NOTES

STOP BOND BEAM

REINF. @ C.J., SEE

NOTES

FOUNDATION DOWELS

@ EACH VERT. BAR.,

SEE NOTES

NOTES:

1. SEE "REINFORCED HOLLOW CMU NOTES" ON SHEET S-002.

2. VERTICAL REINFORCING SHALL BE SPACED @ 48" O.C. MAX.

TYPICAL

CORNER

2 VERT. JAMB BARS (MIN.)

90° HOOK INTO

BOND BEAM, TYP.

CORNER & WALL

BEYOND

HORIZ. BOND

BEAM REINF.

STD. 90

DEGREE

HOOK

VERT. BARS, SEE

CMU NOTES

BENT BARS, SAME SIZE

AS HORIZ. REINF.

" B

AR

D

IA

. L

AP

NOTES:

1. PROVIDE BACKER ROD AND SEALANT (FIRE RESISTANT @ RATED PARTITIONS).

2. COMPRESSIBLE FILLER OR GASKET, FULL HEIGHT (FIRE RESISTANT @ RATED PARTITIONS.

3. HORIZONTAL REINFORCEMENT IS NOT SHOWN FOR CLARITY.

(1) VERT. BAR EACH

SIDE OF C.J.

CMU SASH

BLOCK UNITS

SEE NOTE 2

SEE NOTE 1

SHEET

NUMBER

D ra w n by

D es ig ne d by

Su bm itt ed b y:

Sh ee t S iz e

AN

SI

D

D at e:

C on tra ct

N o.

So lic ita tio n N o.

U .S

. A R

M Y

EN

G

IN

EE

R C

O R

PS

O

F

EG

IN

EE

R S

FO

R

T W

O R

TH

D

IS

TR

IC

T

TA

YL

O R

S T

FO

R

T W

O R

TH

, T

EX

AS

C he ck ed b y:

US Army Corps of Engineers ®

A

R ev

M ar k D es cr ip tio n Tr ac ki 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

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

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Fort Worth District

4/25/2019 3:35:50 PM

FO

R

T H

O O

D , T

EX

AS

AD

M

IN

IS

TR

AT

IO

N

B U

IL

D

IN

G

B

NO

RT

H

FO

RT

H O

O D

PN

N H

P

AP

R

IL

M . V

AV

R

A, P

.E

M . V

AV

R

A, P

.E

M

AT

TH

EW

V

AV

R A, P .E

ST

R U

C

TU

R

AL

S

EC

TI

O

N C

H

IE

F

S-005

TY

PI

CA

L

ST

RU

CT

UR

AL

D

ET

AI

LS

II

E.

S

AL

AH

AT

, P

.E

NTS1 TYP. MIN. WALL REINF. ELEVATION

NTS2 TYP. EXTERIOR CMU WALL CORNER

NTS3 TYP. CMU C.J.

1 2 3 4 5

A

B

D

C

5"

OUT TO OUT OF WALL GIRTS

99' - 2" 5"

24' - 7" 25' - 0" 25' - 0" 24' - 7"

5" O

U T

TO

O

U T

O F

W

AL

L G

IR

TS

5"

0"

23' - 5" 65' - 0" 11' - 7"

3'

6"

3'

6"

S-301

S-301

S-301

S-301

SHEET

NUMBER

D ra w n by

D es ig ne d by

Su bm itt ed b y:

Sh ee t S iz e

AN

SI

D

D at e:

C on tra ct

N o.

So lic ita tio n N o.

U .S

. A R

M Y

EN

G

IN

EE

R C

O R

PS

O

F

EG

IN

EE

R S

FO

R

T W

O R

TH

D

IS

TR

IC

T

TA

YL

O R

S T

FO

R

T W

O R

TH

, T

EX

AS

C he ck ed b y:

US Army Corps of Engineers ®

A

R ev

M ar k D es cr ip tio n Tr ac ki 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

PLOT DATE:

2 3 4 5 6 7 8 9 10

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Fort Worth District

PLAN NORTH

4/25/2019 3:36:00 PM

FO

R

T H

O O

D , T

EX

AS

AD

M

IN

IS

TR

AT

IO

N

B U

IL

D

IN

G

B

NO

RT

H

FO

RT

H O

O D

PN

N H

P

AP

R

IL

M . V

AV

R

A, P

.E

M . V

AV

R

A, P

.E

M

AT

TH

EW

V

AV

R A, P .E

ST

R U

C

TU

R

AL

S

EC

TI

O

N C

H

IE

F

S-101

FO

UN

DA

TI

O N

PL

AN

I E.

S

AL

AH

AT

, P .E

1/8" = 1'-0"1 FOUNDATION PLAN

1 FLAT MAT SLAB FOUNDATION SHALL BE 18" THICK MIN. ON 15 MIL.

VAPOR BARRIER ON 6" THICK CAPILLARY WATER BARRIER, U.N.O.

REINFORC WITH #7's @ 9" O.C.E.W., TOP & BOTTOM.

PEMB COLUMN. ALL FRAMING SHALL BE PEMB. SEE "PRE-

ENGINEERED METAL BUILDING" NOTES ON SHEET S-001.

X-BRACING: INDICATES BAY TO PROVIDE X-BRACING. X-BRACING

IN OTHER BAYS IS PROHIBITED.

PORTAL FRAME: INDICATES BAY TO PROVIDE PORTAL FRAME.

PORTAL FRAMES IN OTHER BAYS ARE PROHIBITED.

8" SLAB RECESS

1. FIRST FLOOR REFERENCE ELEVATION FOR STRUCTURAL

PLANS IS 0'-0". REFER TO CIVIL FOR CONSTRUCTION FINISH

FLOOR ELEVATION.

SHEET NOTES:

8'4' 16'0

F.F.

0' - 0"

A

2'

- 2

" M

IN

8"

5" SEE PLANS

FIN. GRADE

SEE CIVIL

PEMB COL.

VENEER LEDGE

#7's CONT. @ 9" O.C.

#4's @ 9" O.C.

SEE PLANS FOR FLAT

MAT SLAB REINF.

CMU WALL, SEE NOTES ANCHOR BOLTS DESIGNED AND

PROVIDED BY CONTRACTOR.

SEE PEMB NOTES

15 MIL. VAPOR BARRIER

6" CAPILLARY WATER BARRIER

8"

#4 CONT.

F.F.

0' - 0"

1'

- 6

" M

IN

1'

- 6

" M

IN

8"

SEE PLANS FOR FLAT

MAT SLAB REINF.

15 MIL. VAPOR BARRIER

6" CAPILLARY WATER BARRIER

1 ON 1 SLOPE

1' - 6" MIN.

F.F.

0' - 0"

15 MIL. VAPOR BARRIER

6" CAPILLARY WATER BARRIER

FIN. GRADE

SEE CIVIL

1'

- 6

" M

IN

VENEER LEDGE

CMU WALL, SEE NOTES

PEMB COL.

ANCHOR BOLTS DESIGNED

AND PROVIDED BY

CONTRACTOR. SEE PEMB

NOTES

SEE PLANS FOR FLAT

MAT SLAB REINF.

#4 CONT.

5"

8"

#4's @ 9" O.C.

F.F.

0' - 0"

1'

- 6

" M

IN

SEE CIVL

1/2" P.E.J.

DOOR, REF.

ARCH.

VENEER LEDGE

BEYOND

SEE PLANS FOR FLAT

MAT SLAB REINF.

15 MIL. VAPOR BARRIER

6" CAPILLARY WATER BARRIER

(1) #4

SHEET

NUMBER

D ra w n by

D es ig ne d by

Su bm itt ed b y:

Sh ee t S iz e

AN

SI

D

D at e:

C on tra ct

N o.

So lic ita tio n N o.

U .S

. A R

M Y

EN

G

IN

EE

R C

O R

PS

O

F

EG

IN

EE

R S

FO

R

T W

O R

TH

D

IS

TR

IC

T

TA

YL

O R

S T

FO

R

T W

O R

TH

, T

EX

AS

C he ck ed b y:

US Army Corps of Engineers ®

A

R ev

M ar k D es cr ip tio n Tr ac ki 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

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PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

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Fort Worth District

4/25/2019 3:36:08 PM

FO

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T H

O O

D , T

EX

AS

AD

M

IN

IS

TR

AT

IO

N

B U

IL

D

IN

G

B

NO

RT

H

FO

RT

H O

O D

PN

N H

P

AP

R

IL

M . V

AV

R

A, P

.E

M . V

AV

R

A, P

.E

M

AT

TH

EW

V

AV

R A, P .E

ST

R U

C

TU

R

AL

S

EC

TI

O

N C

H

IE

F

S-301

FO

UN

DA

TI

O N

SE

CT

IO

NS

I E.

S

AL

AH

AT

, P .E

1" = 1'-0"S-301

FOUNDATION SECTION 11

1" = 1'-0"S-301

FOUNDATION SECTION 22

1" = 1'-0"S-301

FOUNDATION SECTION 33

1" = 1'-0"S-301

FOUNDATION SECTION @ PERSONNEL

DOOR4

1'6"0 2' 1'6"0 2' 1'6"0 2'

1'6"0 2'

SHT-NO

P R

O J_

TI

TL

E _1

K ansas Cit y Di st r ict

P R

O J_

TI

TL

E _2

E

TH

S

TR

E E

T P

R O

J_

TI

TL

E

_3 K

A N

S A

S C

IT

Y

M

O

U .S

AR

M Y

C

OR

P S

O F

E N

G

IN

E E

R S

P R

O J_

TI

TL

E _4

A101

SIM

A101

1 Ref

A101

Ref

A-101

1 SIM

LEGEND

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

A

DRAWING ABBREVIATIONS INDEX OF DRAWINGS GENERAL NOTES

NUMBERING SYSTEM:

A - 0 01

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

CMU

RIGID

INSULATION

FIBERGLASS

BATT

INSULATION

GYPSUM

BOARD

EXTERIOR

GLASSMAT

GYPSUM

SHEATHING

GRID / COLUMN

LINE DESIGNATOR

EQUIPMENT

NUMBER

DOOR NUMBER

INTERIOR

ELEVATION

WALL TYPE

WINDOW TYPE

SECTION

ROOM

NAME/NUMBER

EXTERIOR

ELEVATION

REVISION TAG

PLAN, BLOW-UP

DETAIL NORTH ARROW

w/ TRUE NORTH

INDICATION

SPOT 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

SHEET

KEYNOTE

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. SEE CIVIL DRAWINGS FOR ALL CURBS, SIDE-WALKS,

RAMPS, AND OTHER CONSTRUCTION OUTSIDE THE

BUILDING PERIMETER.

5. SEE A-621 FOR PARTITION TYPES.

6. SEE A-601 FOR DOOR SCHEDULE.

7. SEE A-611 FOR WINDOW SCHEDULE.

8. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION

PURPOSES.

9. 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.

SHEET NUMBER

WITHIN SERIES

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING

UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL

CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL

WOODWORK

AWT ACOUSTICAL WALL

TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION

DOCUMENTS

CDW CHILLED DRINKING

WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

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 EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED

GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GA GAUGE

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

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUNDS

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

MATL MATERIAL

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 MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE

WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

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

RE REFER

REC RECESSED

REC RM 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 FL SHEET METAL(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

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

UNO UNLESS NOTED

OTHERWISE

Name Elevation

Room name

150 SF

A

1i

1i

PLAN NORTH

TYP TYPICAL

SHEET

NUMBER

D ra w n by

D es ig ne d by

Su bm itt ed b y:

Sh ee t S iz e

AN

SI

D

D at e:

C on tra ct

N o.

So lic ita tio n N o.

U .S

. A R

M Y

EN

G

IN

EE

R C

O R

PS

O

F

EG

IN

EE

R S

FO

R

T W

O R

TH

D

IS

TR

IC

T

TA

YL

O R

S T

FO

R

T W

O R

TH

, T

EX

AS

C he ck ed b y:

US Army Corps of Engineers ®

A

R ev

M ar k D es cr ip tio n Tr ac ki 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

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

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Fort Worth District

4/25/2019 8:50:35 AM

FO

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O O

D , T

X

AD

M

IN

IS

TR

AT

IO

N B

U

IL

D

IN

G B

NO

RT

H

FO

RT

H

O O

D

PN

: N H

P

AP

R

IL

M . G

ER

H

AR

D

M . G

ER

H

AR

D

JE

N

N

IF

ER

A

. D eW

IT

T, R .A

C

H

IE

F, A

R C

H

IT

EC

TU

R E

SE

C

TI

O

N

A-001

G

EN

ER

AL

N O

TE

S, A

BB

RE

VI

AT

IO

NS

A.

A N

YA

EG

BU

N

AM

3503 SF

OPEN CLASSROOM

161 SF

MEN

161 SF

WOMEN

27 SF

JAN

78 SF

COMM.

100' - 0"

47 SF

VEST

119 SF

MECH

207 SF

CORRIDOR

53 SF

ELEC.

56 SF

BREAK/LACTATION

80 SF

SERVER

A-201 D1

A-201 A1

A-202 E3

A-202 A3

111 110

E1 A-301

A1 A-301

A6 A-301

103104

109 108

101A101B

A-401 C2

A-402 E1

8' - 0" 6' - 2" 8' - 8"

0"

75' - 5" 6' - 10" 0' - 5"

G6.1

G4.1

G6.1

G4.1G4.1

G4.1

G6

G4

0'

5"

1" 2'

8"112

0' - 5" 2' - 3" 7' - 4" 7' - 4"

22' - 1" 76' - 6 3/4"

1 2 3 4 5

A

B

C

D

RAISED FLOORING

SYSTEM (2,795 SF)

RECESSED SLAB

SEE STRUCTURAL

G6

0'

5"

0'

5"

A-511 A1

A-511 A4

A-511 A8

FE

FE

FEC

FEC

FE FE FE

FEC

DS DS DS

DS

DS

DS DS DS

DS

DS

ROOF ABOVE

A-511 D8

A-511 A8

Sim

A-511 A4

Sim

A-511 D8

Sim

A-511 D1

Sim

G4

FLOOR PLAN NOTES:

1. SEE SHEET A-001 FOR ITEMS APPLICABLE TO THESE DRAWINGS.

2. SHEET A-101 IS FOR FLOOR PLAN AND SHEET A-102 IS FOR

WINDOW PLACEMENT.

SHEET

NUMBER

D ra w n by

D es ig ne d by

Su bm itt ed b y:

Sh ee t S iz e

AN

SI

D

D at e:

C on tra ct

N o.

So lic ita tio n N o.

U .S

. A R

M Y

EN

G

IN

EE

R C

O R

PS

O

F

EG

IN

EE

R S

FO

R

T W

O R

TH

D

IS

TR

IC

T

TA

YL

O R

S T

FO

R

T W

O R

TH

, T

EX

AS

C he ck ed b y:

US Army Corps of Engineers ®

A

R ev

M ar k D es cr ip tio n Tr ac ki 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

PLOT DATE:

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

Fort…