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S-301 STRUCTURAL ELEVATIONS S-302 STRUCTURAL ELEVATIONS S-501 STRUCTURAL DETAILS

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A A 101 501

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BUILDING LEGEND (POINTS OF INTEREST) Ill CORPS HEADQUARTERS

DARNALL ARMY HOSPITAL

BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)

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PROJECT NO: AD106008P

FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION

VICINITY OF

NORTH SYMBOL & REVISION NUMBER 40001

Bldg. No.

NOTE BY SYMBOL ---0 WALL TYPE MARK AD106008P

Project No.

WINDOW MARK 1 000 1 DOOR MARK SHEET REFERENCE

SHEET SIZE

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2 2 " X 34"

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NUMBER

G-101 _J A B C D E F

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1 _ SEE SHEET S-101 FOR FOUNDATION STAKING COORDINATES_

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"' PROPOSED SITE PLAN

SCALE: 1" = 40'

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SHEET REFERENCE NUMBER

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22" X 34"

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C-101 _J A B C D E F

STRUCTURAL NOTES·

GENERAL·

GN-1 STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2012 EDITION

CONCRETE AND CONCRETE RE NFORCEMENT·

CN-1 STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH THE CODE APPLICABLE

EDITION OF THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)". THE AMERICAN CONCRETE INSTITUTE:

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GN-4 GN-5

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GN-8

THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS WHERE CONDITIONSARE SIMILAR TO THOSE DESCRIBED IN DETAILS.

THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE CONTRACT DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS.

GENERAL CONTRACTOR SHALL INSPECT JOB FOR COMPLETION BEFORE SCHEDULING ANY OBSERVATIONS.

CONSTRUCTION MATERIALS SHALL NOT BE STORED ON ROOFS IN EXCESS OF THE DESIGN LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT LOADS SHALL BE PREVENTED WHEN PLACING MATERIALS ON ROOFS.

THE ENGINEER SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER ARE SOLEY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED TO BE A CHECK OF THE QUALITY OR QUANTITY OF THE WORK.

PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE SHALL BE REPAIRED TO EQUIVALENT OR BETTER CONDITION AT NO COST TO THE GOVERNMENT.

CN-2 CN-3 CN-4 CN-5 CN-6

CN-7

ALL CONCRETE REINFORCEMENT SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO ASTM A 615, GRADE 60.

DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315.

ALL REINFORCING BARS SHALL BE PROPERLY CHAIRED AND TIED PER ACI 315 AND CRSI (PLACING REINFORCING BARS) PRIOR TO PLACING CONCRETE.

PLACEMENT OF ALL REINFORCING STEEL SHALL BE OBSERVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT UNLESS APPROVED OTHERWISE.

CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE CONCRETE UNLESS

NOTED OTHERWISE. AGGREGATE SHALL MEET ASTM C33 REQUIREMENTS, AND SHALL BE REQUIRED TO IMPROVE WORKABILITY. MAX. SLUMP SHALL NOT EXCEED 4 INCHES. PLASTIC CONCRETE TEMPERATURE SHALL NOT EXCEED 90 DEGREES PRIOR TO PLACEMENT. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS USING MOIST CURING PROCEDURES, OR CURING COMPOUNDS. MAXIMUM AMOUNT OF FLY ASH SHALL NOT EXCEED 25% OF CEMENT BY WEIGHT. MINIMUM CONCRETE COMPRESSIVE STRENGTH WHEN TESTED AT 28 DAYS SHALL BE AS FOLLOWS:

•s LAB ON GRADE...........................................4,000 PSI ·coNCRETE FOOTINGS................................4,000 PSI

PROVIDE A SET OF FOUR CYLINDERS IN ACCORDANCE WITH ASTM C 31 TO BE TAKEN BY AN INDIPENDANT TESTING LAB AT THE FOLLOWING FREQUENCY FOR EACH TEST OF EACH CLASS OF CONCRETE:

ONCE EACH DAY A GIVEN CLASS IS PLACED, NOR LESS THAN

ONCE FOR EACH 100 YDA3 OF EACH CLASS PLACED EACH DAY, NOR LESS THAN

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SCHEDULE OF STE OBSERVAT ONS BY STRUCTURAL ENG NEER·

SO-1 PRIOR TO THE BEGINING OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE COR AND STRUCTURAL ENGINEER TO SET UP A SCHEDULE FOR THE FOLLOWING OBSERVATIONS:

CONCRETE: FOR EACH CONCRETE POUR UNLESS NOTED OTHERWISE BY THE ENGINEER. SEE NOTE 5 OF "CONCRETE AND CONCRETE REINFORCEMENT"

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CN-8 NO SUBSEQUENT CONSTRUCTION WILL BE ALLOWED UNTIL CONCRETE HAS REACHED 75% OF DESIGN STRENGTH.

CN-9 PORTLAND CEMENT SHALL CONFORM TO ASTM - C150, TYPE 1.

CN-10 NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED.

CN-11 CONCRETE COVER SHOULD BE AS FOLLOWES:

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STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL ENGINEER AND DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR QUALITY CONTROL.

FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3 INCHES.

SLAB ON GRADE (FROM TOP OF SLAB) - 1 1/2 INCHES.

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STE PREPARAT ON FOR SOL SUPPORTED FOUNDAT ONS·

THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL STUDY PREPARED BY PROFESSIONAL SERVICE INDUSTRIES , INC., PROJECT NO. 0303838-R, DATED JANUARY 4, 2016

PRE-ENG NEERED METAL BU LD NG NOTES·

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UF-1 PROVIDE TEMPORARY PROVISION FOR DRAINAGE OF THE BUILDING PAD AREA DURING CONSTRUCTION AND PERMANENT DRAINAGE AWAY FROM THE BUILDING AFTER CONSTRUCTION.

UF-2 AT THE ENTIRE AREA OCCUPIED BY THE BUILDING AND APRON (AND FOR A DISTANCE OF 5-FT OUTSIDE OF THE BUILDING), REMOVE TOP SOILS. DO NOT USE AS FILL MATERIAL. REMOVE ADDITIONAL SOILS TO EL. 855 00' EXPOSED SUBGRADE SHALL BE RELATIVELY LEVEL THE EXPOSED SUBGRADE IN THE BUILDING SHOULD BE PROOFROLLED WITH APPROPRIATE CONSTRUCTION EQUIPMENT WEIGHING AT LEAST 20 TONS.

UF-3 THE EXPOSED SUBGRADE SHALL BE SCARIFIED AT LEAST 8 INCHES AND COMPACTED BETWEEN OPTIMUM AND +4 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. COMPACT THE SUBGRADE AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED

IN ACCORDANCE WITH ASTM D698.

UF-4 BRING THE BUILDING PAD TO EL 860 00' WITH SELECT STRUCTURAL FILL AS SPECIFIED ON NOTE UF-5. COMPACT THE SELECT MATERIAL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. MAINTAIN COMPACTIVE LIFT THICNKESS TO 6 INCHES OR LESS AND MOISTURE CONTENT BETWEEN -2 AND +3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT.

ACCORDANCE WITH THE 2010 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" OF THE AMERICAN STEEL CONSTRUCTION, AISC 360.

MB-2 COLD-FORMED STEEL STRUCTURAL MEMBERS AND PLATES SHALL BE IN ACCORDANCE WITH THE "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMEBRS" 2007 EDITION, ANSI/AISI S-100-07.

MB-3 STRUCTURAL WELDING SHALL CONFORM TO THE CODE APPLICABLE EDITION OF THE STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING SOCIETY (AWS D1.1 AND AWS D1.3).

MB-4 STRUCTURAL DESIGN OF THE BUILDING STRUCTURAL SYSTEM SHALL COMPLY TO THE 2012 EDITION OF THE IBC WITH AN OCCUPANCY CLASSIFICATION OF GROUP U, UTILITY AND MISCELLANEOUS.

MB-8 SEISMIC LOADS:

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N N a:, THE SELECT FILL MATERIALS SHOULD BE FREE OF ORGANIC MATERIAL AND DEBRIS, AND SHOULD NOT CONTAIN STONES LARGER THAN THREE (3) INCHES IN MAXIMUM DIMENSION.

UF-7

EXCAVATE ALL FOOTINGS TO MEET PLANNED DIMENSIONS. PRIOR TO PLACEMENT OF CONCRETE, HAND COMPACT BOTTOM OF HOLES TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED USING ASTM D698. STANDING WATER SHOULD NOT BE PERMITTED IN THE FOOTING HOLES AFTER FINAL COMPACTION AND BEFORE PLACEMENT OF CONCRETE. REMOVE ALL LOOSE MATERIALS AND UNSUITABLE SOILS DUE TO RAINFALL OR BY DESICCATION.

MB-9

ALL COLUMN BASE PLATE TO FOUNDATION CONNECTIONS SHALL BE "SIMPLE PIN" CONNECTIONS.

UF-8

AT AREA OUTSIDE BUILDING LINE, SLOPE TOP SURFACE OF FILL TO MATCH FINISH GRADE SLOPE AND HOLD DOWN A MINIMUM OF 10 INCHES BELOW FINISH FLOOR LINE:

VICINITY OF

40001 Bldg. No.

AD106008P

SHEET SIZE

SCALE

11"x17"

HALF SIZE

22" X 34"

FULL SIZE

SHEET REFERENCE NUMBER

S-001 _J A B C D E F

, 0 3 \e of P1.t6J:

NEW FOUNDATION FOOTINGS SHALL BE LOCATED AND SPACED TO MATCH EXISTING COLUMN CONFIGURATION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING COLUMN LOCATIONS PRIOR TO FOOTING INSTALLATION.

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SEE DETAIL 2/S-101 FOR FOOTING "F1".

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F.F.E. = 100'-0" (ASSUMED)

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ACTUAL F.F.E. = SEE SHEET S-0 PAD NOTES.

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SHEET SIZE

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CONTRACTOR SHALL REMOVE AND REINSTALL ALL EXISTING COLUMNS, BEAMS, WALL GIRTS AND R-PANEL AND MATCH EXISTING GEOMETRIC CONFIGURATION. SEE COLUMN AND BASE PLATE TABLE BELOW FOR COLUMN AND BASE PLATE SIZE AND LOCATION. SEE SHEET S-501 FOR CONNECTION DETAILS.

EXISTING ROOF Z PERLINS SHALL NOT BE RE-USED.

INSTALL NEW Z PERLINS AS INDICATED ON PLAN.

INSTALL NEW W8x31 COLUMN AT GRIDLINE B-4 AND C-4. SEE PLAN FOR ORIENTATION.

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VICINITY OF

40001 Bldg . No.

AD106008P

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ALL EXISTING BEAMS SHALL BE INSTALLED CONTINOUS OVER COLUMNS AT GRIDLINE "B".

DENOTES REQUIRED BOTTOM FLANGE BRACE, SEE DETAIL 6/S501.

1/2" 0 ROOF CABLE BRACE. FASTEN TO BEAMS W/ EYE BOLT, HILLSIDE WASERH, FLAT WASHER AND NUT.

ROOF PURLINS SHALL MEET THE FOLLOWING SECTION PROPERTIES:

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FULL SIZE

SHEET REFERENCE NUMBER

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T.O .S. DENOTES TOP OF STEEL ELEVATION RELATIVE TO FINISHED FLOOR IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE COLUMN LENGTHS REQUIRED TO ACHIEVE T.O.S. ELEVATIONS. TRIM EXISTING COLUMNS AS NEEDED.

T.O.C. DENOTES TOP OF CONCRETE ELEVATION RELATIVE TO FINISHED FLOOR ALL CONCRETE FOOTINGS SHALL MAINTAIN SAME T.O.C. ELEVATIO N.

VICINITY OF 40001

Bldg. No.

AD106008P

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DENOTES ASSUMED FINISHED FLOOR ELEVAT ION. SEE S-101 FOR ACTUAL FINISHED FLOOR ELEVATION. SEE DETAIL 1/S-501 AND 2/S-501 FOR TYPICAL BEAM TO COLUMN CONNECTION.

SEE DETAIL 3/S-501 FOR TYPICAL ROOF PERLIN TO BEAM CONNECTION. SEE DETAIL 4/S-501 FOR TYPICAL WALL GIRT TO COLUMN CONNECTION. SEE DETAIL 8/S-501 AND 9/S-501 FOR PORTAL FRAME CONNECTIONS.

SHEET REFERENCE NUMBER

SCALE

11"x17"

HALF SIZE

22" X 34"

FULL SIZE

S-301 _J A B C D E F

FO R T H OO D · TE XAS §

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NOTES:

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T.O.S. (HIGH)_fi 116'-10" \._" L

T.O . S . (LOW)

116'-o"V -

T.O.S. DENOTES TOP OF STEEL ELEVATION RELATIVE TO FINISHED FLOOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE COLUMN LENGTHS REQUIRED TO ACHIEVE T.O.S. ELEVATIONS. TRIM EXISTING COLUMNS AS NEEDED.

T.O.C. DENOTES TOP OF CONCRETE ELEVATION RELATIVE TO FINISHED FLOOR. ALL CONCRETE FOOTINGS SHALL MAINTAIN SAME T.O.C. ELEVATION.

F.F.E. DENOTES ASSUMED FINISHED FLOOR ELEVATION. SEE S-101 FOR ACTUAL FINISHED FLOOR ELEVATION.

SEE DETAIL 1/S-501 AND 2/S-501 FOR TYPICAL BEAM TO COLUMN CONNECTION.

SEE DETAIL 3/S-501 FOR TYPICAL ROOF PERLIN TO BEAM CONNECTION.

SEE DETAIL 4/S-501 FOR TYPICAL WALL GIRT TO COLUMN CONNECTION.

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VICINITY OF 40001

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:§ AD106008P

11" x 17 "

HALF SIZE

22" X 34"

FULL SIZE

SHEET REFERENCE NUMBER

ro S-302