RTA_FAPH_MARSOC_STORAGE_BLDG_DWGS.pdf

"BUILDING STRONG"

HENDRICK.SAMUEL.E.1410847023

Digitally signed by HENDRICK.SAMUEL.E.1410847023 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=HENDRICK.SAMUEL.E.1410847023 Date: 2018.07.31 10:41:27 -04'00'

DEGLANDON.TERRY.L.1246002483

Digitally signed by DEGLANDON.TERRY.L.1246002483 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=DEGLANDON.TERRY.L.1246002483 Date: 2018.07.31 10:47:05 -04'00'

FROMME.CHERYL.

L.1088650537

Digitally signed by

FROMME.CHERYL.L.1088650537

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=FROMME.CHERYL.L.1088650537 Date: 2018.07.31 14:03:29 -04'00'

1 2 3 4

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STORAGE BAY

TOTAL DISTANCE = 43'

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TYPE ABC FIRE EXTINGUISHER BRACKET MOUNTED

EXIT EGRESS CAPACITY

PATH OF TRAVEL

FIRE DEPARTMENT KEY BOX

OCCUPANT LOAD

OCCUPANT LOAD FACTOR (NFPA 101-TABLE 7.3.1.2)

K

FE

LIFE SAFETY LEGEND

BUILDING AND LIFE SAFETY CODE ANALYSIS

TOPIC DESIGN REFERENCE DESCRIPTION

1. GOVERNING CODES AND CRITERIA UFC 3-600-01 UNIFIED FACILITIES CRITERIA, FIRE PROTECTION ENGINEERING

FOR FACILITIES, CHANGE 1, 28 NOV 2016

IBC INTERNATIONAL BUILDING CODE, 2015 EDITION

NFPA 101 NATIONAL FIRE PROTECTION ASSOCIATION, LIFE SAFETY

CODE, 2015 EDITION

2. OCCUPANCY CLASSIFICATION

3. CONSTRUCTION TYPE TYPE II-B IBC, 602.2, TABLE 601 NONCOMBUSTIBLE, UNPROTECTED CONSTRUCTION

4. STRUCTURAL FIRE RESISTANCE SEE DESCRIPTION IBC TABLE 601 PRIMARY STRUCTURAL FRAME: 0 HOURS

BEARING WALLS, EXTERIOR: 0 HOURS

NONBEARING WALLS AND PARTITIONS, EXTERIOR: 0 HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS

5. AUTOMATIC SPRINKLERS NOT PROVIDED UFC 3-600-01, 4-2.2 NOT REQUIRED SINCE GREATER THAN 5,000 SF

6. PORTABLE FIRE EXTINGUISHERS PROVIDED, TYPE AND SPACING PER NFPA 10 NFPA 101, 42.3.5 NOT REQUIRED

7. FIRE DETECTION, ALARM, AND EVACUATION SYSTEM NOT PROVIDED NFPA 101, 42.3.4

8. MEANS OF EGRESS, OCCUPANT LOAD

9. NUMBER OF MEANS OF EGRESS NFPA 101, 7.4.1.2 2 REQUIRED

10. EGRESS DISTANCE LIMITATIONS

GROUP S-1, STORAGE IBC, 311.2 MODERATE HAZARD STORAGE

NOT REQUIRED

STORAGE ROOMS, 1 HOUR FIRE BARRIERS NFPA 101, TABLE 7.1.3.2 500 SF / OCCUPANT, MINIMUM 1 OCCUPANT PER ROOM

NFPA 101, TABLE A.7.6 MAX TRAVEL DISTANCE PATH REQUIRED = 200 FEET

MAX COMMON PATH REQUIRED = 100 FEET

STORAGE

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SHEET 2 OF 51

SCALE: 1/8" = 1'-0"

STORAGE BUILDING FLOOR PLAN - LIFE SAFETY

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8' 16' 24'

SCALE: 1/8" = 1' - 0"

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NORTH

KEY PLAN

STORAGE BLDG

CANDIDATE ISOLATION

CLASSROOM

ADMIN & OPERATIONS

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS.

COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO THE

REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS.

2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [+/-X'-X"]

REFERENCED TO THE FINISHED FLOOR TOP OF SLAB ELEVATION DATUM SET AT +0'-0".

THIS DATUM IS EQUIVALENT TO THE TOP OF SLAB ELEVATION INDICATED ON THE CIVIL

DRAWINGS.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY UNDERSTAND

THE DESIGN AS SHOWN ON THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS.

THE CONTRACTOR SHALL REPORT DISCREPANCIES, OMISSIONS, ETC. TO THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

AFFECTED.

4. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE

SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE

THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE

APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE

SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE

DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED

STRUCTURE. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT

AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK,

INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY

AND INSPECTION OF ERECTION BRACING, SHORING, AND OTHER TEMPORARY

SUPPORTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND SUPERVISION

OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. REPRODUCTION OF CONTRACT DRAWINGS FOR USE AS SHOP DRAWINGS SHALL

NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.

8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FINAL

CONSTRUCTION DOCUMENTS DEVELOPED FROM THESE PLANS AND ASSOCIATED

SPECIFICATIONS COMPLY WITH ALL APPLICABLE DESIGN REQUIREMENTS OF ANY

GOVERNING AUTHORITY AND OBTAIN THE APPROPRIATE APPROVALS AND/OR PERMITS

AS MAY BE REQUIRED FROM LOCALITY, STATE OR FEDERAL AGENCY.

GENERAL NOTES

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE

AMERICAN CONCRETE INSTITUTE (ACI). SLABS ON GRADE SHALL ADHERE TO THE MOST

CURRENT EDITION OF TM5-809-1.

2. CAST-IN-PLACE CONCRETE PROPERTIES:

A. MINIMUM COMPRESSIVE STRENGTH (f'c) 4000 PSI

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS OTHERWISE NOTED.

4. MINIMUM CONCRETE SLAB THICKNESS SHALL BE AS NOTED - SEE PLANS AND DETAIL

A1/S-502.

5. UON WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. PROVIDE FLAT

SHEET-TYPE WWR. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING.

6. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM

A615/A615M, GRADE 60. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS

OTHERWISE INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED WITH TYPE "B"

SPLICES IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318.

7. MECHANICAL SPLICES MAY BE USED FOR CONTINUOUS REINFORCING. REINFORCING BARS

SHALL HAVE THEIR SPLICES STAGGERED A MINIMUM OF 30 INCHES.

8. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO

CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND: 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER: 2"

9. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90-DEGREE

HOOK UNLESS OTHERWISE NOTED. STIRRUP, TIE AND 180-DEGREE HOOKS AND 90-DEGREE

HOOKS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318.

10. UON PROVIDE MIN 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON

GRADE ABUT VERTICAL SURFACES.

11. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL SLAB PENETRATIONS FROM ALL

DISCIPLINES PRIOR TO PLACING CONCRETE. PENETRATIONS NOT SHOWN ON STRUCTURAL

DRAWINGS SHALL BE SHOWN ON SHOP DRAWINGS. ALL EMBEDDED ITEMS SHALL BE

PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE PRIOR

TO AND DURING CONCRETE PLACEMENT.

12. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND OTHER

EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT TO

FACILITATE PLACEMENT OF EMBEDDED ITEMS.

13. NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING OFFICER OR THE

CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE HAS INSPECTED ALL EMBEDDED

WORK, INCLUDING REINFORCEMENT.

14. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" UON

15. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS

EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND

ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.

16. USE OF FIBER REINFORCED CONCRETE SYSTEMS WITHOUT APPROVAL IS PROHIBITED.

17. CONCRETE SLABS MAY BE PLACED USING STRIP PLACEMENT METHOD.

CONCRETE CONSTRUCTION NOTES

1. GEOTECHNICAL INFORMATION - REFER TO GEOTECHNICAL ENGINEERING REPORT TITLED

"LIMITED SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION

MARSOC SUPPORT FACILITIES FORT A.P. HILL, VIRGINIA", DATED DECEMBER 2017, PREPARED

BY THE U.S. ARMY CORPS OF ENGINEERS GEO-ENVIRONMENTAL SECTION.

2. REMOVAL AND BACKFILLING OPERATIONS OF UNCONTROLLED FILL AND OVER EXCAVATION

SHALL BE PERFORMED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED

IN THE COMMONWEALTH OF VIRGINIA. THE PROFESSIONAL ENGINEER OVERSEEING THESE

OPERATIONS SHALL CERTIFY TO THE GOVERNMENT THAT ALL UNCONTROLLED FILL HAS BEEN

REMOVED AND REPLACED WITH PROPERLY COMPACTED STRUCTURAL FILL MEETING THE

PROJECT REQUIREMENTS.

3. REFER TO GEOTECHNICAL ENGINEERING REPORT TITLED "LIMITED SUBSURFACE

EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION MARSOC SUPPORT FACILITIES

FORT A.P. HILL, VIRGINIA", DATED DECEMBER 2017, PREPARED BY THE U.S. ARMY CORPS OF

ENGINEERS GEO-ENVIRONMENTAL SECTION FOR NON-EXPANSIVE FILL, SELECT FILL, AND

SELECT CLAY FILL MATERIAL DEFINITIONS AND REQUIREMENTS, AND FOR COMPLETE FILL AND

SUB-GRADE PREPARATION MINIMUM REQUIREMENTS.

4. THE FOUNDATIONS CONSIST OF A CONCRETE SLAB ON GRADE WITH THICKENED

PERIMETER EDGES AND AREAS AS REQUIRED.

5. DESIGN ASSUMPTIONS:

A. NET ALLOWABLE SOIL PRESSURE: 2,000 PSF

B. MINIMUM MODULUS OF SUBGRADE REACTION (k): 225 PCI

6. DO NOT CONSTRUCT FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED

WITH UNDERGROUND UTILITIES AND STRUCTURES.

7. COORDINATE AND VERIFY ALL FOOTING LOCATIONS WITH OTHER DISCIPLINE DRAWINGS

INCLUDING CIVIL, PLUMBING, AND ELECTRICAL DRAWINGS.

8. ALL FOUNDATIONS AND SLABS ON GRADE SHALL BEAR ON A VAPOR BARRIER, A LAYER OF

POROUS FILL AND PREPARED SUB-GRADE - SEE GEOTECHNICAL ENGINEERING REPORT

TITLED "LIMITED SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION

MARSOC SUPPORT FACILITIES FORT A.P. HILL, VIRGINIA", DATED DECEMBER 2017, PREPARED

BY THE U.S. ARMY CORPS OF ENGINEERS GEO-ENVIRONMENTAL SECTION AND DETAIL

A1/S-502.

GEOTECHNICAL NOTES

1. METAL BUILDING SYSTEM SHALL BE IN ACCORDANCE WITH MBMA BUILDING SYSTEM

MANUAL. PROVIDE SINGLE-SPAN RIGID FRAMES WITH TAPERED BEAMS AS REQUIRED.

COLUMN BASES ARE TO BE DESIGNED AS "PINNED" COLUMN ENDS, TRANSFERRING NO

MOMENTS TO THE FOUNDATION. COLUMNS ARE NOT TO BE TAPERED - USE STANDARD AISC

SHAPES.

2. MANUFACTURER IS TO INCLUDE COLLATERAL DESIGN LOADS FROM ALL DISCIPLINES.

MANUFACTURER IS TO VERIFY COLLATERAL LOADS, COORDINATE AND DESIGN FRAMING

SYSTEM AS REQUIRED FOR ALL SUSPENDED OR SUPPORTED LOADS WITH OTHER DISCIPLINES

(INCLUDING BUT NOT LIMITED TO SUSPENDED OR WALL MOUNTED EQUIPMENT, DUCTS,

CONDUIT, LIGHTING, ETC.) A MINIMUM COLLATERAL LOAD OF 10 PSF IS TO BE INCLUDED FOR

SPRINKLER SYSTEM IN SPRINKLERED BUILDINGS.

3. PROVIDE MINIMUM CLEARANCE UNDER RIGID FRAMES. SEE ARCHITECTURAL DRAWINGS.

4. PROVIDE FRAMING MADE OF STRUCTURAL STEEL SHAPES AROUND LARGE OVERHEAD

DOORS AS SHOWN - SEE ARCHITECTURAL DRAWINGS. COLD-FORMED CHANNEL JAMBS ARE

NOT ALLOWED. DESIGN THE FRAMING FOR ALL EFFECTS OF WIND AND DEAD LOADS

(INCLUDING CATENARY FORCES).

5. PROVIDE CHANNEL-TYPE PURLIN BRACING AS REQD AT INTERVALS NOT EXCEEDING 1/4

SPAN. PROVIDE ANTIROLL CLIPS AT ALL PURLIN BEARING POINTS.

6. LIMIT LATERAL BARE-FRAME DRIFT UNDER ANY DESIGN LOAD COMBINATION TO H/600 (AT

TOP OF MASONRY) FOR BUILDINGS WITH MASONRY EXTERIOR FINISHES, INTERIOR PARTITIONS

OR FINISHES ATTACHED TO FRAME (H/400 FOR OTHER CASES). COMPUTE DRIFT USING

DESIGN WIND LOADING WITH 50-YEAR MEAN RECURRENCE INTERVAL.

7. LIMIT THE MAXIMUM COMBINED VERTICAL DEFLECTION OF PURLINS AND FRAMES TO L/240

UNDER DESIGN SNOW OR ROOF LIVE LOAD.

8. LIMIT THE MAXIMUM HORIZONTAL DEFLECTION OF STEEL STUDS SUPPORTING MASONRY

EXTERIOR FINISH TO L/600 UNDER DESIGN WIND LOADING IN ACCORDANCE WITH MBMA

SYSTEMS MANUAL. LIMIT THE MAXIMUM HORIZONTAL DEFLECTION OF STEEL STUDS WITH

DRYWALL FINISH TO L/400 UNDER DESIGN WIND LOADING IN ACCORDANCE WITH MBMA

SYSTEMS MANUAL.

9. PERMANENT BUILDING BRACING MAY BE INSUFFICIENT DURING ERECTION. MANUFACTURER

IS TO DESIGN AND PROVIDE TEMPORARY LATERAL BRACING TO BE USED DURING

CONSTRUCTION UNTIL PERMANENT BRACING IS IN PLACE AS REQUIRED.

10. COLUMN AND BASE PLATE SIZES SHALL ALLOW FOR MINIMUM ANCHOR BOLT EDGE

DISTANCE OF 7 INCHES TO ANY VERTICAL EDGE OF CONCRETE. BASE PLATES SHALL BE

DESIGNED TO FIT ON SLAB SPACE PROVIDED.

11. PROVIDE BOTTOM-FLANGE ANGLE BRACING FOR PRIMARY FRAMES ON BOTH SIDES OF

MEMBER.

12. USE RODS, NOT CABLES, FOR WALL AND ROOF BRACING. PROVIDE BACKUP PLATES (MIN.

6" WIDE X 3/4" THICK) BEHIND ALL BRACE ROD CONNECTIONS TO FRAME WEBS. WELD PLATES

TO FRAME FLANGES.

13. CONTRACTOR IS TO PROVIDE COMPLETE SIGNED AND SEALED METAL BUILDING SYSTEM

DESIGN CALCULATIONS FOR EACH METAL BUILDING SYSTEM INCLUDING FACTORED AND

UNFACTORED COLUMN REACTIONS FOR EACH DESIGN LOAD CASE WITH THE CRITICAL

COLUMN REACTIONS AND BUILDING DRIFT NOTED.

METAL BUILDING SYSTEM NOTES

1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL

BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND THE AISC "CODE OF STANDARD PRACTICE FOR BUILDINGS AND BRIDGES".

2. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE ABOVE

LISTED AISC SPECIFICATION AND THE FOLLOWING:

A. SQUARE AND RECTANGULAR HSS ASTM A500, GRADE B, Fy = 46 KSI B. ROUND HSS ASTM A500, GRADE B, Fy = 42 KSI

C. WIDE-FLANGE SHAPES AND TEES ASTM A992

D. CHANNELS AND S-SHAPES ASTM A36/A36M

E. PLATES AND ANGLES ASTM A36/A36M

F. HIGH STRENGTH BOLTS ASTM 325

G. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36

H. THREADED ROD ASTM A36/A36M

3. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS

STANDARDS. USE E70XX ELECTRODES UNLESS NOTED OTHERWISE. CURRENT AWS

CERTIFICATIONS SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE CONTRACTING

OFFICER'S REPRESENTATIVE.

4. UNLESS OTHERWISE NOTED MINIMUM WELD SIZE TO BE 1/4" FILLET WELD

5. CONFORM DIMENSIONAL TOLERANCES FOR WELDED CONSTRUCTION, DETAILS OF WELDS, AND

QUALITY OF WELDS WITH THE APPLICABLE REQUIREMENTS OF AWS D1.1 AND THE CONTRACT

DRAWINGS. CONTRACTOR SHALL VISUALLY INSPECT 100 PERCENT OF WELDS. IN ADDITION, A

MINIMUM OF 20 PERCENT OF WELDS SHALL BE RANDOMLY SELECTED AND TESTED BY LIQUID

PENETRANT. ALSO, 100 PERCENT OF FULL MOMENT WELDS ARE TO BE TESTED BY ULTRASONIC

METHODS.

6. ALL BOLTED CONNECTIONS, UON, SHALL USE HIGH STRENGTH BOLTS WITH HARDENED CARBON

STEEL WASHERS AS REQUIRED FOR THE CONNECTION LOADS.

7. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE PERMITTED.

BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD.

8. ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE FULLY TENSIONED CONNECTIONS, THREADS

INCLUDED IN THE SHEAR PLANE.

9. CONNECTION DESIGN IS DELEGATED TO THE CONTRACTOR. THE FABRICATOR SHALL SUBMIT

DETAILS AND CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF VIRGINIA TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO DOING ANY WORK OR ORDERING MATERIALS.

10. CONNECTIONS FOR AXIAL, SHEAR AND BENDING FORCES SHALL BE DESIGNED FOR THE

FACTORED CAPACITY OF THE CONNECTED MEMBER.

11. THE MINIMUM BOLT DIAMETER SHALL BE 3/4" UNLESS OTHERWISE NOTED.

12. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS

SPECIFICALLY PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON APPROVED SUBMITTALS, AND

AS SPECIFICALLY APPROVED ON SHOP DRAWINGS PRIOR TO FABRICATION.

13. PAINT ALL STEEL BELOW GRADE WITH TWO COATS OF COAL TAR EPOXY IN ACCORDANCE WITH

SSPC PAINT 16.

14. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING MISCELLANEOUS STEEL

REQUIRED TO SUPPORT DRAINS, FAN CURBS, OVERFLOW DRAINS, ACCESS HATCHES, ACCESS

PANELS, ETC. COORDINATE WITH ALL DISCIPLINE DRAWINGS.

15. POST INSTALLED ANCHOR BOLTS SHALL BE ASTM A193, GRADE B7 OR APPROVED EQUAL.

ANCHORS MAY BE UNDERCUT OR EPOXY ADHESIVE TYPE. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS. ANCHORS SHALL WITHSTAND DESIGN LOADS INDICATED ON THE PLANS.

CONTRACTOR SHALL SUBMIT MANUFACTURER'S ANALYSIS AND DESIGN DATA SHOWING THAT THE

ANCHOR BOLT SYSTEMS MEET THE ANCHOR FORCE REQUIREMENTS IN ACCORDANCE WITH

APPENDIX D OF ACI 318.

HOT ROLLED STEEL CONSTRUCTION NOTES

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ABBREVIATION DESCRIPTION

AB ANCHOR BOLT

AFF ABOVE FINISHED FLOOR

ANR ANCHOR

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ATFP ANTI-TERRORISM AND FORCE

PROTECTION

BC BOTTOM CHORD

BM BEAM

BOC BOTTOM OF CONCRETE

BOS BOTTOM OF STEEL

BOTT BOTTOM

BRG BEARING

BP BEARING OR BASE PLATE

CFMF COLD-FORMED METAL FRAMING

CFS COLD-FORMED STEEL

CJ SLAB CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

DE DECK EDGE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DWG/DWGS DRAWING/DRAWINGS

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

ES EQUALLY SPACED

EW EACH WAY

EXT EXTENSION

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FOB FACE OF BRICK

FS FOOTING STEP

FTG FOOTING

GA GAGE

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSS HOLLOW STRUCTURAL SHAPE

JBE JOIST BEARING ELEVATION

JS JOIST SUBSTITUTE

JST JOIST

KB KNUCKLED BEAM

KIPS (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

OC ON CENTER

OPP OPPOSITE

PJF PREMOLDED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCEMENT

SCHED SCHEDULE

SDS SELF DRILLING SCREW

SF STEPPED FOOTING

SHT SHEET

SIM SIMILAR

SJ SLAB CONTROL JOINT

SPA SPACES/SPACED

STD STANDARD

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TS THICKENED SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

USACE UNITED STATES ARMY CORPS OF

ENGINEERS

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

WT WEIGHT

STRUCTURAL ABBREVIATIONS

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE LATEST

EDITION OF THE FOLLOWING CODES AND SPECIFICATIONS UON:

A. INTERNATIONAL BUILDING CODE (IBC)

B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDING AND

OTHER STRUCTURES

C. AISC "SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS"

D. ACI 318, BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE

E. UFC 4-010-01 DoD MINIMUM ANTITERRORISM

STANDARDS FOR BUILDINGS

F. UFC 3-310-04 SEISMIC DESIGN OF BUILDINGS

G. UFC 3-301-01 STRUCTURAL ENGINEERING

2. MINIMUM DESIGN LOAD CRITERIA:

A. RISK CATEGORY II

B. DEAD LOADS:

COLLATERAL (MINIMUM) 10 PSF

C. LIVE LOADS:

ROOF 20 PSF

FLOOR SLAB 125 PSF

D. SNOW LOAD:

GROUND SNOW LOAD, Pg 25 PSF

SNOW LOAD IMPORTANCE FACTOR, I 1.2

SNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.1

RAIN ON SNOW LOAD 5 PSF

E. WIND LOADS:

WIND IMPORTANCE FACTOR, I 1.0

BASIC WIND SPEED, V 115 MPH

WIND EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENTS, GCpi +/-0.18

F. SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR, I 1.5

SPECTRAL RESPONSE ACCELERATION, Ss 0.15g SPECTRAL RESPONSE ACCELERATION, S1 0.06g

SITE CLASS D

3. WIND LOAD CRITERIA SHALL BE USED TO CALCULATE WIND

LOAD PER ASCE FOR ALL REQUIRED DESIGN LOAD

COMBINATIONS.

4. SEISMIC LOAD CRITERIA SHALL BE USED TO CALCULATE WIND

LOAD PER ASCE FOR ALL REQUIRED DESIGN LOAD

COMBINATIONS.

5. GROUND SNOW LOAD SHALL BE CONVERTED TO ROOF SNOW

LOAD PER ASCE FOR ALL REQUIRED DESIGN LOAD

COMBINATIONS.

6. DESIGN LOAD COMBINATIONS SHALL INCLUDE PATTERN OR

PARTIAL LOADING SNOW LOAD CONDITIONS IN ADDITION TO

UNIFORM LOAD CONDITION .

7. COLLATERAL LOADS SHALL BE INCLUDED IN DESIGN LOAD

COMBINATIONS TO PROVIDE ALLOWANCE FOR SUPERIMPOSED

DEAD LOADS SUCH AS FIRE SUPPRESSION SYSTEM PIPING,

HVAC, ETC.

DESIGN LOAD NOTES

SLOPE SLOPE DIRECTION

DECK SPAN

INDICATES ELEVATION

REFERENCED TO FINISH

FIRST FLOOR

GRID REFERENCE LINE

POSSIBLE CONSTRUCTION

JOINT LOCATION AT

CONTROL JOINT

CONTROL JOINT LOCATION

STEEL

BRICK

CONCRETE MASONRY

UNIT

CONCRETE

GROUT

CAPILLARY WATER

BARRIER

EARTH FILL

STRUCTURAL LEGEND

SYMBOL DESCRIPTION

[+/-X'-X"]

1. SEE FOUNDATION PLANS FOR CONCRETE SLAB THICKNESS.

2. SLABS WITH THICKNESS UP TO 6" SHALL BE TREATED AS SLAB-ON-GRADE. SEE DETAILS ON

SHEET S-502.

3. SLABS SHALL BE DOWELED AT ALL CONSTRUCTION AND CONTROL JOINT LOCATIONS. SEE

DETAILS ON SHEET S-502.

4. REFERENCE SPECIFICATIONS FOR FINISH TOLERANCE CRITERIA.

5. THE CONTRACTOR SHALL PLACE CONTROL AND CONSTRUCTION JOINTS WITHIN THE SLAB AS

INDICATED BY THE FOUNDATION PLAN.

6. BULKHEADS AT CONSTRUCTION JOINTS SHALL REMAIN IN PLACE A MINIMUM OF THREE DAYS.

7. CURING BLANKETS, MOIST CURING TENTS, ETC. SHALL BE MAINTAINED FOR A MINIMUM OF

SEVEN DAYS OR AS INDICATED WITHIN THE PROJECT SPECIFICATION, WHICHEVER IS MORE

STRINGENT. THIS DOES NOT PREVENT THE CONTRACTOR FROM PLACING NEW CONCRETE SLAB

STRIPS BETWEEN SLAB STRIPS CURRENTLY CURING.

8. THE CONTRACTOR SHALL REFERENCE DETAIL A1/S-502 FOR SLAB-ON-GRADE PLACEMENT.

9. ALL CONTROL JOINTS LOCATED IN SLABS SHALL BE SAW CUT AS REQUIRED WITHIN 8 HOURS

OF CONCRETE PLACEMENT.

10. REFERENCE FOUNDATION NOTES IN COORDINATION WITH DETAILS FOR UNDER SLAB

TREATMENT.

CONCRETE CONTROL AND CONSTRUCTION JOINT PLACEMENT

NOTES

THE BUILDING FOUNDATIONS SHOWN HAVE BEEN DESIGNED FOR THE LOADS INDICATED

ON SHEET S-002. THE MANUFACTURER SHALL VERIFY THE ADEQUACY OF THE

FOUNDATIONS PER THE DESIGN LOAD NOTES AND DESIGN CRITERIA ON SHEET S-002. IF

THE MANUFACTURER GENERATED BUILDING DESIGN LOADS RESULT IN FOUNDATION

LOADS DIFFERING FROM WHAT IS SHOWN, THE CONTRACTOR SHALL REDESIGN THE

BUILDING FOUNDATION. CONTRACTOR IS TO PROVIDE COMPLETE SIGNED AND SEALED

FOUNDATION DESIGN CALCULATIONS INCLUDING FACTORED AND UNFACTORED COLUMN

REACTIONS FOR EACH DESIGN LOAD CASE WITH THE CRITICAL COLUMN REACTIONS

NOTED FOR USACE REVIEW AND APPROVAL.

PEB BUILDING FOUNDATION NOTES

FOOTING TYPE

F5.0

F4.6

WIDTH

5'-8"

4'-6"

5'-0"

4'-6"

LENGTH THICKNESS

3'-0"

3'-0"

REINFORCEMENT

7 - #8 EW ES BOTT

6 - #8 EW ES BOTT

FOOTING SCHEDULE

PERPENDICULAR

TO WALL [KIPS]

R

EA

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O N

PA

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AL

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L

TO

W

AL

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VERTICAL

[KIPS]

RIGID FRAME

PARALLEL TO

WALL [KIPS]

19.8 5.4 41.7

2.0 4.0 -5.0 MAXIMUM LOADS FOR UPLIFT

CONDITION ACTING CONCURRENTLY

MAXIMUM LOADS FOR VERTICAL DOWNWARD

CONDITION ACTING CONCURRENTLY

COMMENTS

UNFACTORED SERVICE DESIGN FOUNDATION REACTIONS

RIGID FRAME

RIGID FRAME

RIGID FRAME

RIGID FRAME

REACTION

PERPENDICULAR

TO WALL

BR

AC

ED

FR

AM

E

BR

AC

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FR

AM

E

1.COLD-FORMED STEEL (CFS) DESIGN AND CONSTRUCTION SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN IRON AND STEEL

INSTITUTE (AISI) "COLD-FORMED STEEL DESIGN MANUAL", INCLUDING THE TRUSS

DESIGN MANUAL AND THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF

COLD FORMED STEEL STRUCTURAL MEMBERS.

2. COLD-FORMED STEEL WALL FRAMING AND CONNECTION DESIGN SHALL BE

DELEGATED TO THE CONTRACTOR EXCEPT FOR THE CFS SUPPORTING THE

MECHANICAL MEZZANINES IN THE CANDIDATE ISOLATION CLASSROOM AND

ADMINISTRATION AND OPERATIONS BUILDING . SUBMIT CALCULATIONS ALONG

WITH THE SHOP DRAWINGS. DESIGN, INCLUDING DETERMINATION OF ALL

APPLICABLE LOADS, SHALL BE BASED ON REQUIREMENTS OF THE LATEST

EDITIONS OF ASCE 7, UFC 4-010-01, "DOD MINIMUM ANTI-TERRORISM STANDARDS

FOR BUILDINGS" AND UFC 4-023-03 "DESIGN OF BUILDINGS TO RESIST

PROGRESSIVE COLLAPSE". SEALED CALCULATIONS AND DRAWINGS SHALL BE

SUBMITTED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE

OF VIRGINIA AND APPROVED PRIOR TO ORDERING MATERIALS.

3. ALL MATERIAL MUST BE 18 GAGE OR GREATER IN THICKNESS AND SHALL HAVE

A MINIMUM YIELD STRENGTH OF Fy = 50 KSI.

4. MEMBER DESIGNATIONS SHALL BE AS FOLLOWS: A B C - D

A = WEB DEPTH (DECIMAL INCHES) X 100

B = SECTION TYPE

C = FLANGE WIDTH (DECIMAL INCHES) X 100

D = BASE METAL THICKNESS (MILS)

SECTION TYPES (B):

S = STUD AND JOIST SECTION WITH FLANGE STIFFENING

RETURN LIPS

T = TRACK SECTIONS (NO STIFFENING RETURN LIPS)

U = CHANNEL AND CHANNEL STUDS (NO STIFFENING

RETURN LIPS)

F = FURRING CHANNEL

EXAMPLES:

MEMBER WEB SECTION FLANGE BASE METAL

DESIGNATION DEPTH TYPE WIDTH THICKNESS

362S162-33 3-5/8" S 1-5/8" 33 MILS

400T125-68 4" T 1-1/4" 68 MILS

MINIMUM CONNECTION REQUIREMENTS FOR COLD-FORMED WALL MEMBERS

ARE AS FOLLOWS, UNLESS OTHERWISE NOTED:

CONDITION CONNECTION

STUD TO TRACK (2) #10-16 SELF-DRILLING

SCREWS WITH STUD

SECURELY SEATED INTO

TRACK

TRACK TO STEEL BEAM 1/8" WELD EACH SIDE, 2" LONG

SPACED @ 32" OC

EXTERIOR STUD TRACK AISI 1021 3/16" DIAMETER CONCRETE

TO CONCRETE SLAB OR SCREWS SPACED @ 2'-8" THROUGH

FOUNDATION TRACK. PROVIDE 1 1/2" MINIMUM

FOUNDATION EMBEDMENT. MINIMUM

SPACING = 4".

CONCRETE EDGE DISTANCE = 3"

STUD TO STUD (2) #10 SDS @ 1'-4" OC

5. DEFLECTION OF WALL STUD SPANS FOR LATERAL LOADS SHALL NOT EXCEED A

LIMIT OF L/600. MANUFACTURER MAY PROVIDE HOT ROLLED STEEL STUD

STIFFENER BETWEEN COLUMNS AS REQUIRED - SEE ARCHITECTURAL DRAWINGS

6. ALL CONNECTION SCREWS SHALL BE ZINC COATED.

7. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING

CODE - SHEET STEEL."

8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND

GUYING OF COLD-FORMED METAL FRAMING AS REQUIRED TO PROVIDE FOR THE

SAFETY OF THE STRUCTURE AND WORK PERSONNEL. BRACING SHALL REMAIN

UNTIL NO LONGER REQUIRED FOR SAFE SUPPORT OF FRAMING.

9. FIELD MODIFICATIONS OF COLD-FORMED STEEL SYSTEMS SHALL NOT BE

ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD.

10. MAINTAIN 3/4" MINIMUM DISTANCE BETWEEN CENTERS OF CONNECTION

SCREWS AND 3/4" MINIMUM DISTANCE FROM THE CENTER OF SCREW TO EDGE OF

CONNECTED PART. INSTALL FASTENERS FROM THINNER THROUGH THICKER

MATERIAL.

11. MECHANICAL BRIDGING SHALL BE PLACED AT A MINIMUM OF THIRD POINTS

ALONG STUD SPAN FOR ALL LOAD BEARING, SHEAR AND EXTERIOR WALLS LESS

THAN 15 FEET TALL, BUT NOT GREATER THAN 4'-0" OC. BRIDGING SHALL BE IN

PLACE PRIOR TO PLACING ANY LOADS ON THE STUD WALLS.

13. THE CONNECTION OF NONSTRUCTURAL COLD-FORMED STEEL FRAMING SHALL

BE PROVIDED WITH SLIP TYPE CONNECTION WHICH WILL ALLOW FOR DEFLECTION

OF THE BUILDING FRAME.

13. TYPICAL EXTERIOR WALL STUD SHALL BE 6" DEEP.

14 LOAD BEARING WALL FRAMING SHALL ALIGN WITH WALL FRAMING FROM THE

BUILDING STORY ABOVE.

COLD-FORMED STEEL FRAMING

CONSTRUCTION NOTES

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SHEET 18 OF 51

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SJ

SJ

SJ SJ

SJ

(C

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SJ

(C

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SJ

(C

J)

BRACED BAY

AS REQD

SIDE WALL RIGID FRAME

COLUMN AND BP AS

REQD, TYP ON GRID LINE

A & D

BRACED BAY

AS REQD

HAIRPIN - TYP

SJ

SJ

SJ

BOLLARD - TYP -

SEE ARCH DWGS

F5.0 F5.0 F5.0

F5.0 F5.0 F5.0

F5.0

F5.0

F5.0

F5.0

F4.6

F4.6

F4.6

F4.6

1'

5"

1' - 2"

1'

5"

1'

1'

2' - 3"

1' - 8"

1' - 8"

EDGE OF

CONCRETE

SLAB

EDGE OF

CONCRETE

SLAB

EDGE OF

CONCRETE

SLAB/FACE

OF CONCRETE

FOUNDATION

@ PORCH

EDGE OF

CONCRETE

SLAB/FACE OF

CONCRETE

FOUNDATION

@ PORCH

EDGE OF

CONCRETE

SLAB

EDGE OF

CONCRETE

SLAB

A3 S-501

C2 S-501

C1 S-501

C4 S-501

C2 S-501

C1 S-501

C1 S-501

A1 S-501

C2 S-502

SEE ARCHITECTURAL AND

CIVIL DRAWINGS FOR

ADDTIONAL INFORMATION

LINE OF THICKEND

SLAB - TYP

FACE OF CONCRETE

FOUNDATION - TYP

SEE C1/S501

8' - 4" 3' - 4"

TY

P

EQ

TY

P

EQ

TYP

S-502 C4

ST

O

O P

4'

6"

STOOP

6' - 0"

B2 S-501

CONCRETE STOOP -

SEE CIVIL

END WALL INTERMEDIATE

COLUMN AND BP AS REQD,

TYPICAL GRID LINE 1, 3 & 4

D1 S-501

C2 S-502

1/2" EXPANSION

JOINT WITH FILLER

4" DIA. CONDUIT THROUGH

SLAB COORDINATE

WITH TELECOM

6"

6"

1. TOP OF SLAB REFERENCE ELEVATION: [0' - 0"] ACTUAL TOP OF SLAB ELEVATION: +223.7' SEE CIVIL DRAWINGS.

2. TYPICAL INTERIOR SLAB THICKNESS 'T' = 6" - SEE A1/S-502.

3. TYPICAL EXTERIOR CONCRETE PADS AND STOOPS THICKNESSES 'T' = 6" - SEE B4/S-501

4. SEE A1/S-502 FOR TYPICAL SLAB CONSTRUCTION, CONTROL JOINT (SJ) AND CONSTRUCTION JOINT (CJ) DETAILS.

5. CONTRACTOR MAY PLACE SLAB CONTROL JOINTS (SJ) AT LOCATIONS INDICATED.

6. SLAB CONSTRUCTION JOINTS (CJ) SHOWN ARE PROPOSED LOCATIONS. CONTRACTOR MAY PLACE SLAB CONSTRUCTION JOINTS

AT PROPOSED LOCATIONS AS REQUIRED.

7. JOINT NOTED SJ (CJ) ARE SLAB CONTROL JOINTS THAT MAY BE CONSTRUCTION JOINTS . SEE A1/S-502.

8. FOR BEARING WALL INFORMATION SEE SHEET B1/S-501, A4/S-502 & B4/S-502.

9. RIGID FRAMES ARE LOCATED ON GRID LINES: 1, 2, 3 & 4.

10. "FX.X" INDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE ON SHEET S-002 AND DETAILS C2/S-501, C4/S-501 & A3/S-501.

11. ALL SJ(CJ) & SJ ARE TO LOCATED AS SHOWN AT COLUMN GRID LINES AND MIDPOINTS BETWEEN COLUMN GRID LINES IN EACH

DIRECTION.

STORAGE BUILDING FOUNDATION PLAN NOTES

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SCALE: 3/16" = 1'-0"

STORAGE BUILDING - FOUNDATION PLAN

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SCALE: 3/16" = 1' - 0"

0'

NO SCALE

NORTH

KEY PLAN

STORAGE BLDG

13 - #5 CONT

PERIMETER

FTG REINF

T & B

COMPACT SUBGRADE - TYP

CAPILLARY BARRIER

VAPOR BARRIER

WWF

FACE OF

CONCRETE

FOUNDATION -

SEE PLAN

GRID

x x x xxxx

MASONRY

VENEER -

SEE ARCH

EDGE OF CONCRETE

SLAB - SEE PLAN

CFS - SEE S-002

CONCRETE SLAB - SEE PLAN

AND

A1/S-502

#5 BENT BAR @ 24" OC

8" SEE

PLAN

8" 2'

-4

2'-0"

3' -0

0"

FINISH FLOOR

2"

CL OF COLUMN AND

FOOTING

FTG REINF -

SEE FOOTING

SCHEDULE

PERIMETER

FOOTING

BEYOND

x x x x xx

HAIR PIN - SEE PLAN & A2/S-502

SIDEWALL RIGID FRAME

COLUMN - SEE PLAN

PERIMETER

FTG REINF

-SEE C1/S-501

GRID

SEE DETAIL C1/S-501 FOR

ADDITIONAL INFORMATION

xxx x

SEE FOOTING SCHEDULE

EQ EQ

0"

FINISH FLOOR

PERIMETER

INSULATION

#5 BENT BAR @ 24" OC

PERIMETER

INSULATION CL OF COL AND FOOTING

FTG REINF -

SEE FOOTING

SCHEDULE

PERIMETER

FOUNDATION

BEYOND

x x x x xx

ENDWALL INTERMEDIATE COLUMN -

SEE PLAN

PERIMETER FTG

REINF -SEE C1/S-501

SEE DETAIL C2/S-501 FOR

ADDITIONAL INFORMATION

x xxx x

GRID

#5 BENT BAR @ 24" OC

EQEQ

SEE FOOTING SCHEDULE

3"1'-2"

0"

FINISH FLOOR

PERIMETER

INSULATION

x x x xxx x x x x x x x x x x x xx x

PERIMETER FOOTING REINF -

SEE C1/S-501

SLOPE SLAB 1/8" PER

FOOT FROM FACE OF

MASONRY VENEER

EDGE OF

SLAB/FACE OF

CONCRETE

FOUNDATION -

SEE PLAN

x x

CONCRETE

SLAB - SEE

PLAN AND

A1/S-502

GRID GRID

5" 2'-11"

SEE PLAN

0"

FINISH FLOOR

CFS - SEE S-002

MASONRY

VENEER -

SEE ARCH

VAPOR BARRIER

CAPILLARY BARRIER

COMPACT SUBGRADE - TYP

#5 BENT BAR @ 24" OC

1/2" EXPANSION JOINT

PERIMETER INSULATION

CL OF COLUMN

SLOPE SLAB 1/8" PER

FOOT FROM FACE OF

MASONRY VENEER

INTERMEDIATE COLUMN -

SEE PLAN

INTERMEDIATE COLUMN -

SEE PLAN

x x x x xx x xx xx x x x xx x xxxx x x

FTG REINF - SEE

FTG SCHEDULE

PERIMETER

FOUNDATION

BEYOND

PERIMETER

FTG REINF -

SEE C1/S-501

PERIMETER FTG

REINF -SEE C1/S-501

SEE DETAIL A1/S-501 FOR

ADDITIONAL INFORMATION

xx x

GRID GRID

1#5 BENT BAR @ 24" OC

3"

SEE FOOTING SCHEDULE

EQ + 8"EQ

SEE FOOTING SCHEDULE

EQEQ

0"

FINISH FLOOR

PERIMETER

FOUNDATION

BEYOND

1' - 3"

1' - 9"

1/2" EXPANSION JOINT

3 #5 STIRRUPS

AT 12" O.C. UNDER

COLUMNS (CENTER)

3 #5 STIRRUPS

AT 12" O.C. UNDER

COLUMNS (CENTER)

FTG REINF-

SEE

FOOTING

SCHEDULE

TOP OF SLAB

+0'-0" SLAB FF

MASONRY VENEER (BEYOND) -

SEE ARCH DWGS

EXPANSION MATERIAL -

TYP

CONC SLAB - SEE PLAN

TOP OF SLAB

-0'-1/2" SLAB FF

CONC STOOP

SLAB - SEE PLAN

& CIVIL DWGS

CFS (BEYOND) - SEE ARCH

DWGS

TOP OF SLAB

+0'-0" SLAB FF

EXPANSION MATERIAL -

TYP

CONC PORCH

SLAB - SEE PLAN

CONC STOOP

SLAB - SEE PLAN

& CIVIL DWGS

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SCALE: 3/4" = 1'-0"C1 TYPICAL PERIMETER FOOTING

S-101

SCALE: 3/4" = 1'-0"C2 TYPICAL COLUMN FOOTING @ GRID LINES A & D

S-101

SCALE: 3/4" = 1'-0"C4 TYPICAL INTERMEDIATE COLUMN FOOTING

S-101

SCALE: 3/4" = 1'-0"A1 SECTION THROUGH PORCH

S-101

SCALE: 3/4" = 1'-0"A3 SECTION @ PORCH AT INTERMEDIATE COLUMN

S-101

SCALE: 1 1/2" = 1'-0"B2 TYPICAL STOOP/BUILDING SLAB JOINT DETAIL

S-101

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S-101

PERIMETER

INSULATION

0"

MIN

TYP

TYP

1' - 0"

MIN

2' - 0"

TYP

1' - 0"

0"

MIN

TYP

MIN TYP

2' - 0"

GRID

GRID

EDGE OF CONCRETE SLAB - SEE PLAN

M

IN3"

EQ EQ

#6 REINF BAR

GRID

#6 REINF BAR

GRID

M

IN3"

MIN

3"

EDGE OF

CONCRETE

SLAB - SEE

PLAN

STEEL

COL & BP

ABOVE

STEEL

COL & BP

ABOVE

SLAB PENETRATION TO SUIT PIPE

REINF EF AROUND PENETRATION -

MATCH VERT REINF

4'-0" LONG #5 VERT REINF - MIN (2) BARS

EACH SIDE OF PENETRATION

4'-0" LONG #5 HORZ REINF - MIN (2) BARS

EACH SIDE OF PENETRATION

STOP REINF AT PENETRATION - TYP

CONCRETE SLAB - SEE PLAN

TYP

2" MIN

TYP

2" MIN

TYP

1' - 0"

TY

P

1'

0"

CONCRETE SLAB - SEE PLAN &

NOTES

MINIMUM 10 MIL VAPOR BARRIER

MINIMUM 6" CAPILLARY BARRIER

SUB-GRADE - SEE CIVIL DRAWINGS

WELDED WIRE REINFORCEMENT -

4x4-W4.0xW4.0

SE

E

PL

A N

T (S

LA

B

TH

IC

KN

ES

S)

C

LR2" TOP OF SLAB

SEE PLAN

CONCRETE SLAB - SEE PLAN & NOTES

WELDED WIRE REINF. STOP AT

CONSTRUCTION JOINT

SEE TYPICAL SLAB CONSTRUCTION DETAIL

FOR ADDITIONAL INFORMATION

SAW CUT JOINT AFTER ADJACENT

SLAB PLACEMENT. FILL WITH

JOINT SEALANT AS LATE AS POSSIBLE

T/

T/

SMOOTH #6 x 18" LONG DOWEL AT 12" OC

EXPANSION CAP (COAT BAR END

WITH GREASE

BREAK BOND WITH CURING COMPOUND BEFORE

ADJACENT SLAB IS PLACED

TOP OF SLAB

SEE PLAN

TYPICAL SLAB CONSTRUCTION

TYPICAL SLAB CONSTRUCTION JOINT (CJ)

CONCRETE SLAB - SEE PLAN & NOTES

WELDED WIRE REINF. CUT

ALTERNATE WIRES AT JOINT

T/

1/4" WIDE SAW JOINT

CONTROL JOINTS TO BE PLACED

WITHIN 10FT - 15 FT SPACING, UON

TOP OF SLAB

SEE PLAN

SEE TYPICAL SLAB

CONSTRUCTION DETAIL

FOR ADDITIONAL INFORMATION

TYPICAL SLAB CONTROL JOINT (SJ)

TYPICAL CONCRETE SLAB ON GRADE NOTES

1. THIS DETAIL SHALL APPLY ONLY FOR SLAB ON GRADE.

2. 'T' DENOTES SLAB THICKNESS - SEE FOUNDATION PLANS.

3. SLABS WITH THICKNESSES 6" OR LESS SHALL BE TREATED AS SLAB ON GRADE.

4. SEE PLAN FOR LOCATION OF SLAB ON GRADE CONSTRUCTION JOINTS (CJ). CAST SMOOTH

DOWELS INTO FIRST POUR WHERE CONSTRUCTION JOINTS WILL BE CREATED BY CONCRETE

SEQUENCING PLACEMENT SEQUENCING.

5. SEE PLAN FOR LOCATION OF SLAB ON GRADE CONTROL JOINTS (SJ). LOCATIONS INDICATED

ON PLAN ARE SCHEMATIC AND PRESENTED AS A GUIDELINE.

6. SAW CUT CONTROL JOINTS (SJ) TO DEPTH INDICATED WITHIN 8 HOURS AFTER SLAB PLACEMENT.

FILL WITH JOINT SEALANT AS LATE AS POSSIBLE.

x x x x x x x

PERIMETER FOOTING REINF - SEE

C1/S-501

EDGE OF

SLAB/FACE OF

CONCRETE

FOUNDATION -

SEE PLAN

COMPACT

SUBGRADE - TYP

CAPILLARY

BARRIER

VAPOR

BARRIER

x

GRID

SEE PLAN

0"

FINISH FLOOR

TYP #5 REBAR T & B

AT RE-ENTRANT

CORNERS - EACH

SIDE OF OPENING

EDGE OF SLAB

FACE OF CONCRETE

FOUNDATION - SEE

DETAIL C1/S-501

CONCRETE SLAB-ON-

GRADE - SEE PLAN

TYP #5 SPACED AT 8"

OC

MAX @ OPENING

EDGE OF SLABEDGE OF

SLAB

2"CLRTYP

1'-0"

TYP

3'- 0"T

YP

4' -0

"T

YP

8"

TYP

SLAB WIDTH @ OPENING - SEE PLAN

D4 S-502

C1 S-501

PERIMETER FOOTING

REINF - SEE C1/S-501

EDGE OF CONCRETE

SLAB/FACE OF CONCRETE

FOUNDATION - SEE PLAN

GRID

x x x xxxxx

SEE DETAIL C1/S-501 FOR

ADDITIONAL INFORMATION

MASONRY AND FOOTING

STEP BEYOND - SEE

DETAIL C1/S-501

REINF SEE DETAIL

C4/S-501 1'-6" LONG #5 @ 24" OC

2' -0

0"

FINISH FLOOR

US Army Corps of Engineers ®

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SCALE: 1/2" = 1'-0"A2 HAIRPIN DETAILS

SCALE: 3/4" = 1'-0"D2 SLAB PENETRATION DETAIL

SCALE: 1 1/2" = 1'-0"A1 TYPICAL SLAB ON GRADE DETAILS

SCALE: 3/4" = 1'-0"C2 SECTION @ PORCH EDGE

S-101

SCALE: 1" = 1'-0"C4 TYPICAL DETAIL AT EXTERIOR OPENINGS - PLAN

S-101

SCALE: 3/4" = 1'-0"D4 TYPICAL PERIMETER FOOTING @ DOOR OPENING

S-502

@ AT

Ø DIAMETER

# NUMBER

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE

ACFRP FIBER REINFORCED PANELS

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADH ADHESIVE

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFC ABOVE FINISH CEILING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISH SLAB

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR, ANCHORAGE

APC ARCHITECTURAL PRECAST

CONC.

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AVG AVERAGE

BCJ BRICK CONTROL JOINT

BD BOARD

BDRY BOUNDARY

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BRCG BRACING

BRG BEARING

BRS BACKER ROD & SEALANT

BSMT BASEMENT

BUR BUILT-UP ROOFING

CAB CABINET

CB CORNER BEAD

CEM CEMENT

CER CERAMIC

CF CEMENT FLOOR

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL

FRAMING

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLD CLOTHES DRYER

CLG CEILING

CLO CLOSET

CLR CLEAR

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CSK COUNTERSUNK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CU COPPER

D DEEP / DEPTH

D-B DESIGN-BUILD

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DETL DETAIL

DGTL DIGITAL

DIA DIAMETER

ARCHITECTURAL ABBREVIATIONS

DIAG DIAGONAL

DIAP DISPENSER

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DK DECK

DL DEAD LOAD

DN DOWN

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DF DRINKING FOUNTAIN

E EAST

EA EACH

EIFS EXTERIOR INSULATION

FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EPS EXPANDED POLYSYRENE

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

EXTRU EXTRUSION

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FGL FIBER GLASS

FIN FINISH / FINISHED

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FND FEMININE NAPKIN DISPENSER

FNR FEMININE NAPKIN

RECEPTACLE

FO FINISHED OPENING / FACE OF

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOW FACE OF WALL

FRG FIBER REINFORCED GYPSUM

FRP FIBERGLASS REINFORCED

PLASTIC

FRT FIRE RETARDANT

FRTW FIRE RETARDANT TREATED

WOOD

FRMG FRAMING

FT FOOT / FEET

FTG FOOTING

FURG FURRING

FWC FABRIC WALL COVERING

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GD GUARD

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GFRC GLASS FIBER REINFORCED

CONCRETE

GFRG GLASS FIBER REINFORCED

GYPSUM

GL GLASS

GR GRADE

GT GROUT

GYP GYPSUM

GWB GYPSUM WALL BOARD

HB HOSE BIB

HC HANDICAPPED

HCWD HOLLOW CORE WOOD DOOR

HD HAND

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR FILTER

HK HOOK

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HNG HUNG

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING VENTILATION & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIMENSION

ILO IN LIEU OF

IN INCH

INCAND INCANDESCENT

INFO INFORMATION

INSUL INSULATE

INT INTERIOR

IRREG IRREGULAR

JAN JANITOR

JS JANITOR'S SINK

JT JOINT

KO KNOCK OUT

KPL KICK PLATE

L ANGLE/LENGTH/LONG

LA LANDSCAPE ARCHITECT

LAM LAMINATE

LAV LAVATORY

LB POUND

LD LOAD

LDG LANDING

LF LINEAR FOOT (FEET)

LIB LIBRARY

LKR LOCKER

LL LIVE LOAD

LOC LOCATION

LMST LIMESTONE

LT LIGHT

LVR LOUVER MACH MACHINE

MANUF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MEDICINE CABINET

MDF MEDIUM DENSITY FIBER

BOARD

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MGT MANAGEMENT

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY (MODIFIED)

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MWP MEMBRANE

WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NFPA NATIONAL FLRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIMENSION

OH OPPOSITE HAND

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OWSJ OPEN WEB STEEL JOIST

PA PUBLIC ADDRESS

PAT PATTERN

PB PULL BOX

PERF PERFORATED

PH PHASE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT (PAINTED)

POL POLISHED

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

QUAL QUALITY

QTY QUANITY

QT QUARRY TILE

R RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE

REC RECESSED

REF REFRIGERATOR

REINF REINFORCE / REINFORCING

REQ REQUIRE (REQUIRED)

REV REVISION

RF ROOF

RFR REFRIGERATOR

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RTF RUBBER TILE FLOOR

RTU ROOF TOP UNIT

RWL RAIN WATER LEADER

S SOUTH

SATC SUSPENDED ACOUSTICAL

TILE CEILING

SAFB SOUND ATTENUATION FIRE

BLANKETS

SB SPLASH BLOCK

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCP SCUPPERSD SOAP

DISPENSER

SD SMOKE DETECTOR

SE SOUTHEAST

SECT SECTION

SED SEE ELECT DRAWINGS

SF SQUARE FOOT

SGL SINGLE

SHT SHEET

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SM SHEET METAL

SMD SEE MECH DRAWINGS

SKLT SKYLIGHT

SLNT SEALANT

SPECS SPECIFICATIONS

SPD SEE PLUMBING DRAWINGS

SQ SQUARE

SS SERVICE SINK / STAINLESS

STEEL

SSM STANDING SEAM METAL

SSMR STANDING SEAM METAL

ROOF

SST STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

SYS SYSTEM

SW SOUTHWEST

T TREAD

T&G TONGUE AND GROOVE

T&B TOP & BOTTOM

TC TERRA COTTA

TCA TILE COUNCIL OF AMERICA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

THK THICKNESS

THR THRESHOLD

TKBD TACKBOARD

TMPD TEMPERED

TOC TOP OF CURB

TOF TOP OF FOOTING

TOPA TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TPO THERMOPLASTIC

POLYOLEFIN

TRANS TRANSOM

TRTD TREATED

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER'S

LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UR URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN THE FIELD

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDTH / WEST

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WBL WOOD BLOCKING

WC WATER CLOSET /

WALLCOVERING

WCHR WATER CHILLER

WCL WATER COOLER

WD WOOD

WDW WINDOW

WH WATER HEATER

WL WALL

WO WINDOW OPENING

WP WEATHERPROOF / WORK

POINT

WR WATER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

x BY

XPS EXTRUDED POLYSTYRENE

LEGEND

NAME

AREA

WINDOW TYPE

COLUMN LINE

DESIGNATOR

DOOR NUMBER

REVISION TAG

KEYNOTE

CENTER LINE

#' - #" SPOT

ELEVATIONN

AIR BARRIER

MATCHLINE

CENTER /

COLUMN LINE

HIDDEN

OVERHEAD

SOIL

SAND, EIFS

FINISH COAT,

OR CEMENT

PLASTER

CMU

STONE

FIBERGLASS

BATT

INSULATION

FIBERGLASS

SEMI RIGID

INSULATION

MINERAL WOOL

SEMI RIGID

INSULATION

EXPANDED

POLYSTYRENE

RIGID

INSULATION

EXTRUDED

POLYSTYRENE

RIGID

INSULATION

CONCRETE/

PRECAST

CONCRETE

POLYISOCYANU

RATE RIGID

INSULATION

GYPSUM

BOARD

EXTERIOR

GYPSUM

SHEATHING

EXTERIOR

CEMENT

BOARD

COATED GLASS

MAT WATER

RESISTANT

GYP BD

PLYWOOD

COVER BOARD

2' x 2' ACT

CEILING

4' x 4' ACT

CEILING

1' x 1' ACT

CEILING

GYP. BD.

CEILING

RETURN AIR

GRILLE

SUPPLY AIR

GRILLE

EXHAUST AIR

GRILLE

2 x 2 LIGHT

FIXTURE

2 X 4 LIGHT

FIXTURE

SUSPENDED

FLUORESCENT

LIGHT

EXIT SIGN

LOCATION

PROJECT NOTES

(THIS IS A PLACE HOLDER)

1. REPETITIVE FEATURES NOTED TYPICAL ON

THE DRAWINGS SHALL BE COMPLETELY

PROVIDED AS IF DRAWN IN FULL. REPETITIVE

FEATURES NOT NOTED ON THE DRAWINGS

SHALL BE COMPLETELY PROVIDED AS IF

NOTED IN FULL.

2. DIMENSIONS ARE DRAWN TO THE FACE OF

BRICK, CONCRETE AND STEEL STUDS UNLESS

NOTED OTHERWISE, EXCEPT WHERE WALLS

ALIGN WITH GRID LINES. DIMENSIONS ARE

DRAWN TO THE CENTERLINE OF STRUCTURAL

STEEL, UNLESS NOTED OTHERWISE. GRID

LINES INDICATE THE CENTERLINE OF

COLUMNS & CONCRETE WALLS, UNLESS

NOTED OTHERWISE.

3. DOORS IN STUD WALLS NOT LOCATED BY

DIMENSION ON FLOOR PLANS OR DETAIL

DRAWINGS SHALL BE LOCATED 4 INCHES

FROM SURFACE OF ADJACENT

PERPENDICULAR WALL TO OUTSIDE EDGE OF

DOOR FRAME.

4. DOOR AND ROOM NUMBERS SHOWN ON

DRAWINGS ARE FOR CONSTRUCTION

PURPOSES. VERIFY NUMBERING SCHEME

WITH CONTRACTING OFFICER AND TENANT

UNIT PRIOR TO FABRICATING PERMANENT

LABELS AND SIGNAGE.

5. WOOD IN CONTACT WITH CONCRETE OR

MASONRY SHALL BE PRESERVATIVE TREATED

WOOD. ISOLATE P.T. WOOD FROM METALS.

6. PRECAST CONCRETE WORK SHALL HAVE

EASED EDGES, EITHER PROVIDED IN THE CAST

FORMWORK, OR TOOLED DURING THE CURING

PROCESS. EDGES SHALL BE EVEN AND OF A

DURABLE THICKNESS.

7. REFER TO THE SPECIFICATIONS FOR

INFORMATION THAT SUPPLEMENTS THESE

NOTES AND OTHER DRAWING INFORMATION.

8. ARCHITECTURAL DETAILS ARE INTENDED TO

SHOW THE GENERAL CHARACTER & EXTENT

OF THE PROJECT. THEY ARE NOT INTENDED

TO SHOW ALL DETAILS OF THE WORK.

DETAILS NOTED "TYPICAL" APPLY TO SIMILAR

WORK THROUGHOUT THIS BUILDING UNLESS

NOTED OTHERWISE.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE

MEANS AND METHODS OF CONSTRUCTION &

ALL JOB RELATED SAFETY STANDARDS.

10. THE CONTRACTOR IS RESPONSIBLE FOR

ADVANCED REVIEW OF THE WORK REQUIRED

IN THE CONSTRUCTION DOCUMENTS AND THE

REQUIREMENTS FOR EXECUTING IT PROPERLY.

IF THE CONTRACTOR FINDS DISCREPANCIES IN

THE CONSTRUCTION DOCUMENTS OR

SPECIFICATION, THEN THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY. THE CONTRACTOR SHALL

WORK TO HAVE ALL DISCREPANCIES

RESOLVED WELL IN ADVANCE OF ACTUAL

CONSTRUCTION OCCURRING.

11. IN CASE OF DISCREPANCIES BETWEEN THE

CONSTRUCTION DOCUMENTS, REFERENCED

STANDARDS AND THE GOVERNING CODES,

THE CONTRACTING OFFICER WILL DETERMINE

WHICH SHALL GOVERN. DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

12. THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS, EXISTING UTILITIES, FIXTURES

AND CONDITIONS AT THE SITE. CONFLICTS

BETWEEN THE DRAWINGS AND ACTUAL SITE

CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER

BEFORE PROCEEDING WITH THE WORK.

13. FIRE PROTECTION, PLUMBING, MECHANICAL,

ELECTRICAL AND TELECOMMUNICATIONS

FEATURES OR INFORMATION SHOWN ON

ARCHITECTURAL DRAWINGS IS FOR

COORDINATION AND LOCATION PURPOSES

ONLY. REFER TO DRAWINGS OF OTHER

DISCIPLINES FOR SPECIFIC DESIGN

INFORMATION ON COMPONENTS & SYSTEMS.

14. FLASHING COLOR SHALL MATCH ADJACENT

WALL OR ROOF COLOR, UNLESS

OTHERWISE NOTED.

15. SEE FIRE PROTECTION DRAWINGS FOR LIFE

SAFETY CODE INFORMATION.

SD SMOKE

DETECTOR

RECESSED

CAN LIGHTING

FIXTURE

6'-0" PROJECTION

SCREEN

INTERIOR ELEVATION

EXTERIOR ELEVATION

SECTION

ENLARGEMENT DETAIL

X-###

X-###

LEVEL

LEVEL NAME

LEVEL ELEVATION

ROOM NAME / NUMBER

SHEET NUMBER OF

REFERENCED VIEW

VIEW TITLE

X-###

1 View Name

SCALE: 1/8" = 1'-0"

R-###, Add Referencing Sheet

X-###

SCALE OF VIEW

SHEET NUMBER OF VIEW

VIEW NUMBER

SHEET NUMBER OF VIEW

VIEW NUMBER

SHEET NUMBER OF VIEW

VIEW NUMBER

VIEW NUMBER

SHEET NUMBER OF VIEW

ELEV.

NAME

ROOM NAME

ROOM NUMBER

ROOM SQUARE

FOOTAGE (OPTIONAL)

WALL TAGX#X

NORTH ARROW

PROJECT NORTH

TRUE NORTH

VIEW NUMBER

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SHEET 22 OF 51

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1911 SF

STORAGE BAY

ROOF

CANOPY OVERHANG

A-011

A-011

0"

FIRST FLOOR

9' - 4"

TOP OF BRICK

-3' - 0"

TOF

24' - 0"

ROOF

1 2 3 4

16' - 0"

EAVE HEIGHT

A-011

0"

FIRST FLOOR

9' - 4"

TOP OF BRICK

-3' - 0"

TOF

24' - 0"

ROOF

D A

16' - 0"

EAVE HEIGHT

BC

12' - 4 3/16" panels

A-011

GENERAL NOTES

1. THE DRAWINGS ON THIS SHEET SHOW REQUIRED AIR

BARRIER CONTINUITY

2. ALL JOINTS AT OPENINGS, TRANSITIONS, AND PENETRATIONS

SHALL BE SEALED

3. SELF ADHERING MOISTURE/AIR BARRIER SHALL EXTEND 9"

AROUND ALL WALL OPENINGS AND WHERE OVERLAPPING

OTHER AIR BARRIER MATERIALS

4. REFER TO WALL SECTION AND ROOF DETAILS FOR

ADDITIONAL EXPLANATION OF AIR BARRIER DESIGN

US Army Corps of Engineers ®

SHEET ID

US

A

RM

Y

CO

RP

S O

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D R

A W N

B Y:

D

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AT

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A-011

ST

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, V A

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M .J

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EB

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SCALE: 1/8" = 1'-0"

STORAGE BUILDING OVERALL FIRST FLOOR PLAN

SCALE: 1/8" = 1'-0"

AIR BARRIER SECTION #1

SCALE: 1/8" = 1'-0"

AIR BARRIER SECTION #2

8' 16' 24'

SCALE: 1/8" = 1' - 0"

0'

NO SCALE

NORTH

1911 SF

STORAGE BAY

A-301

A-301

1 2 3 4

A-301

A-301

D

A

ROOF

CANOPY OVERHANG

B

C

4'

8"

FA

C

E O

F M

A S O

N R

Y

8"

ST

E E

L

LI

N E

- P

EB

8"

1'

3"

1'

3"

FACE OF MASONRY

41' - 4"

FACE OF SLAB

20' - 3"

8"

STEEL LINE - PEB

40' - 0" 8"

1' - 0" 19' - 0" 19' - 0" 19' - 8" 2' - 3"

A-302

A-302

CJCJ

CJ

CJ

CJ

CJ

CJCJ

8'

0" 3'

4"

9'

4"

10" 3' - 4"

7' - 6" 6' - 0"

61' - 7"

KEYNOTES

DOWNSPOUT

BOLLARD, REFER TO CIVIL DRAWING

OVERHEAD DOOR

EDGE OF FLOOR SLAB, REFERENCE STRUCTURAL

EDGE OF ROOF CANOPY, SEE SHEET A-141

GENERAL NOTES

1. REFER TO SHEET A-001 FOR ADDITIONAL GENERAL NOTES.

2. REFER TO PLUMBING / MECHANICAL / ELECTRICAL FOR

ROOF PENETRATIONS NOT SHOWN ON ARCH.

3. PROVIDE CONT. SNOW GUARDS APPROX 2'-0" FROM EDGE

OF ROOF PER SPECIFICATIONS (NOT SHOWN FOR CLARITY).

4. COORDINATE ALL ROOFING DETAILS W/ MFR. TO MEET

WARRANTY REQ'S.

US Army Corps of Engineers ®

SHEET ID

US

A

RM

Y

CO

RP

S O

F

EN

G

IN

EE

RS

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

D

AT

E

TI

M

E

ST

AM

P:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

PR

O

JE

C

T N

O

FI

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N U

M

BE

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1 2 3 4 5

D

C

B

A

7/

/2

8:

:0

AM

A-101

ST

O

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AG

E

BU

IL

D

IN

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FI

R

ST

F

LO

O R

P

LA

N

M

AR

S O C

ST

O

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G

E B U

IL

DI

N G N O

RF

O

LK

D

I S

TR

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, V A

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H

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ST

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U

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ER

D .G

EB

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D .G

EB

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SHEET 24 OF 51

SCALE: 3/16" = 1'-0"

STORAGE BUILDING OVERALL FIRST

FLOOR PLAN

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C

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TI

O

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AT

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4' 8' 12' 16'

SCALE: 3/16" = 1' - 0"

0'

NO SCALE

NORTH

A-301

A-301

1 2 3 4

D

A

B

C

2 3

2"

2"

2"

60' - 4"

9' - 0" 6' - 4"

6'

0"

KEYNOTES

DOWNSPOUT

STANDING SEAM METAL ROOF

6" X 6" GUTTER

UNIT HEATER CHIMNEY. SEE SHEET MP101 FOR DETAILS

GENERAL NOTES

1. REFER TO SHEET A-001 FOR ADDITIONAL GENERAL NOTES.

2. REFER TO PLUMBING / MECHANICAL / ELECTRICAL FOR

ROOF PENETRATIONS NOT SHOWN ON ARCH.

3. PROVIDE CONT. SNOW GUARDS APPROX 2'-0" FROM EDGE

OF ROOF PER SPECIFICATIONS (NOT SHOWN FOR CLARITY).

4. COORDINATE ALL ROOFING DETAILS W/ MFR. TO MEET

WARRANTY REQ'S.

US Army Corps of Engineers ®

SHEET ID

US

A

RM

Y

CO

RP

S O

F

EN

G

IN

EE

RS

D R

A W N

B Y:

D

ES

IG

N

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B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

D

AT

E

TI

M

E

ST

AM

P:

IS

SU

E D

AT

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C O

N

TR

AC

T

N O

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1 2 3 4 5

D

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7/

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AM

A-141

ST

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AG

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BU

I L D

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O O

F

PL

A N

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ST

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IL

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N G N O

RF

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D

I S

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NO

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LK

, V A

S.

H

EN

D

R

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K

J.

ST

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AS

SB

U

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ER

D .G

EB

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R

D .G

EB

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SHEET 25 OF 51

SCALE: 3/16" = 1'-0"

STORAGE BUILDING ROOF PLAN

M

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4' 8' 12' 16'

SCALE: 3/16" = 1' - 0"

0'

NO SCALE

NORTH

A

B

C

1 2

STORAGE BAY

CEILING LEGEND

OPEN TO STRUCTURE

PREFORATED METAL PANEL

1' x 4' TROFFER LIGHTING FIXTURE, SEE ELEC.

1' X 4' PENDANT LIGHT FIXTURE, SEE ELEC.

RECESSED CAN LIGHTING FIXTURE, SEE ELEC.

EXIT SIGN LOCATION, SEE ELEC.

PROJECTION SCREEN (SURFACE MOUNT)

OR

KEYNOTES

OPEN TO STRUCTURE ABOVE

PERFORATED METAL SOFFIT

PROP…