W912QR20B0002Plans-0002.pdf

METAL BUILDING SYSTEM NOTES

1. DESIGN AND CONSTRUCT THE METAL BUILDING SYSTEM IN ACCORDANCE

WITH IBC 2015, ASCE 7 2010, AND THE MBMA METAL BUILDING SYSTEMS

MANUAL 2012 AS MODIFIED BY UFC 1-200-01 AND UFC 3-301-01.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DESIGNING AND

PROVIDING THE METAL BUILDING SYSTEM AS INDICATED.

3. DESIGN BUILDING SYSTEM FOR LIVE AND SUPERIMPOSED DEAD LOADS

INDICATED IN DESIGN CRITERIA AT A MINIMUM IN ADDITION TO BUILDING

DEAD, WIND, SNOW, AND SEISMIC LOADS. USE SPREADER

BEAMS WHERE CONCENTRATED LOADS EXCEED PURLIN CAPACITY.

4. LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH IBC 2015, ASCE 7

2010, AND THE MBMA METAL BUILDING SYSTEMS MANUAL 2012 AS MODIFIED

BY UFC 1-200-01 AND UFC 3-301-01

5. BUILDING LATERAL DEFLECTIONS AND RACKING LIMITS SHALL BE IN

ACCORDANCE WITH "SERVICEABILITY CONSIDERATIONS" SUMMARY

TABLES CONTAINED IN AISC STEEL DESIGN GUIDE SERIES 3

"SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS"

SECOND EDITION DEFLECTIONS SHALL BE LIMITED TO ENSURE THAT

BUILDING COMPONENTS DO NOT CONTACT INTERIOR PARTITIONS OR FREE

STANDING EXTERIOR MASONRY WALLS. DEFLECTION LIMITS SHALL NOT

EXCEED DEFLECTION TOLERANCES OF EQUIPMENT SUPPORTED BY THE

BUILDING.

6. THE CONTRACTOR SHALL DESIGN AND PROVIDE STRUCTURAL MEMBERS FOR

THE SUPPORT OF HVAC UNITS, DUCTS, FANS, PIPING, ELECTRICAL

COMPONENTS, SUPPORTED PARTITIONS, ETC.

7. THE CONTRACTOR SHALL DESIGN AND PROVIDE FRAMED OPENINGS IN THE

WALL AND ROOF AS INDICATED IN THE STRUCTURAL DRAWINGS AND

OTHER TRADE DRAWINGS.

COMPONENTS AND CLADDING MONOSLOPE ROOF

PRESSURES , 3º < θ < 10º, a = 3'-0"

ZONES

TRIBUTARY

AREA (SQFT)

NEGATIVE

PRESSURE (PSF)

POSITIVE

PRESSURE (PSF)

-40.3

-45.2 -44.2 -43.5

*NOTE: LOADS ARE BASED ON ULTIMATE WIND SPEEDS

PRESSURES SHALL NOT BE LESS THAN 16 PSF.

WIND LOADS INDICATED SHALL BE USED AS MINIMUM

VALUES AND SHALL BE VERIFIED BY THE CONTRACTOR.

20.8

COMPONENTS AND CLADDING WALL PRESSURES

θ ≤ 10º, a = 3'-0"

ZONES

4 10

TRIBUTARY

AREA (SQFT)

NEGATIVE

PRESSURE (PSF)

POSITIVE

PRESSURE (PSF)

-40.3

-35.9

-33.0

-47.6 -45.2 -41.5

-39.1 -37.1

200 -34.7

37.9

33.7

30.5

36.6 35.4

32.2

*NOTE: ZONE 5 ACTS ALONG EVERY BUILDING CORNER FOR A

DISTANCE OF, a (GIVEN ABOVE), FULL-HEIGHT OF BUILDING.

20.3 19.3 18.3 18.3 18.3

-42.8 -52.5 -51.5 -50.8 -50.1

-39.1

-33.0

200 -36.6

3'

-57.4 -53.0 -47.1

-42.8 -77.0 -69.6 -59.9 -52.5

2' 2' 2' 2'

3' 3' 3' -33.010005

-33.0 30.510004

-40.3 -40.3 -40.3 -40.3 -40.3

20.8 20.3 19.3 18.3 20.8 20.3 19.3 18.3 20.8 20.3 19.3 18.3 20.8 20.3 19.3 18.3

37.9

33.7

30.5

36.6 35.4

32.2

30.5

2'

2'

2'

SL

O

PE

2a 2a a

4a 4a

2a3' 3'

2a

ROOF OVERHANG TYPICAL

GENERAL NOTES

1. GENERAL NOTES SHALL APPLY UNLESS NOTED OTHERWISE IN THE CONTRACT

DOCUMENTS, INCLUDING PLANS, DETAILS, OR SPECIFICATIONS. USE TYPICAL

DETAILS WHERE APPLICABLE. SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

2. USE THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS.

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

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

3. DO NOT SCALE THE DRAWINGS.

4. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT

DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

AFFECTED.

5. DURING THE BIDDING PHASE, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR

INTERPRETATIONS OF CONFLICTS OR DISCREPANCIES. IF NO REQUEST IS MADE,

ALL PROVISIONS WILL BE ASSUMED TO BE INCLUDED IN THE BID. THE CONTRACTING

OFFICER SHALL DETERMINE WHICH PROVISION GOVERNS AND THE CONTRACTOR

SHALL PERFORM THE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES ON THE STRUCTURAL

DRAWINGS OR BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS

(ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, ETC.) PRIOR TO

PROCEEDING WITH CONSTRUCTION.

7. DETAILS NOT SPECIFICALLY INDICATED SHALL BE SIMILAR TO DETAILS SHOWN FOR

SIMILAR CONDITIONS.

8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF PERSONS

AND PROPERTY DURING CONSTRUCTION.

9. THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MEANS AND METHODS TO

CONSTRUCT THE STRUCTURE, INCLUDING, BUT NOT LIMITED TO, VERIFICATION OF

LOAD CAPACITY OF THE STRUCTURE TO SUPPORT CONSTRUCTION

ACTIVITIES, EQUIPMENT, ETC. AND LIMITING THE AMOUNT OF CONSTRUCTION LOAD

IMPOSED ON THE STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED

THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.

DAMAGE TO THE STRUCTURE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

TEMPORARY CONSTRUCTION MATERIAL SHALL REMAIN THE PROPERTY OF THE

CONTRACTOR AFTER COMPLETION OF THE PROJECT.

10. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS.

SHOP DRAWINGS SHALL BE CHECKED, APPROVED, AND STAMPED BY THE

CONTRACTOR PRIOR TO SUBMISSION.

11. NON-STRUCTURAL ELEMENTS OF THE BUILDING (ARCHITECTURAL FINISHES, MASONRY

VENEER AND ASSOCIATED TIES, INSULATION, SHEATHING, DUCTWORK, PIPING, ETC.)

ARE TYPICALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. WHERE NON-

STRUCTURAL ELEMENTS ARE SHOWN ON THE STRUCTURAL DRAWINGS, THEY ARE

SHOWN FOR REFERENCE AND DESIGN INTENT ONLY. NON-STRUCTURAL ELEMENTS

SHALL BE CONSTRUCTED AS SHOWN ON THE OTHER DISCIPLINE DRAWINGS.

12. WALL OPENINGS AND TERMINATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE

FOR REFERENCE ONLY. WALL TERMINATIONS AND OPENING JAMBS, HEADS, AND SILLS

SHALL BE CONSTRUCTED PER THE ARCHITECTURAL DRAWINGS AND COORDINATED

WITH THE METAL BUILDING MANUFACTURER.

13. USE MOST RECENT VERSION OF REFERENCED AMERICAN SOCIETY FOR TESTING AND

MATERIALS (ASTM) STANDARD UNLESS NOTED OTHERWISE IN THE REFERENCED

UFC, IBC, OR SPECIFICATIONS.

DESIGN CRITERIA

1. IN ACCORDANCE WITH IBC 2015 AND ASCE 7-10 AS MODIFIED BY UFC 1-200-01,

UFC 3-301-01, AND UFC 3-310-04.

2. DEAD LOADS: ACTUAL MATERIAL WEIGHTS PLUS ALLOWANCES.

MISCELLANEOUS ALLOWANCE 2 PSF MIN

3. LIVE LOADS

ROOF 20 PSF

4. SNOW LOADS (NOT APPLICABLE)

IMPORTANCE FACTOR Is = 1.0 SNOW EXPOSURE FACTOR Ce = 0.9 THERMAL FACTOR Ct = 1.2 GROUND SNOW LOAD Pg = 15 PSF FLAT ROOF SNOW LOAD Pf = 15 PSF EAVE SNOW LOAD Pe = 23 PSF

5. WIND LOADS

ULTIMATE WIND SPEED Vult = 115 MPH NOMINAL DESIGN WIND SPEED Vall = 90 MPH

RISK CATEGORY CATEGORY II

WIND EXPOSURE CATEGORY CATEGORY C

GUST EFFECT FACTOR FACTOR = 0.85

INTERNAL PRESSURE COEFFICIENTS GCpi = ± 0.55

COMPONENTS AND CLADDING PER DIAGRAM

6. SEISMIC LOADS

COUNTY/STATE FT CAMPBELL, KY

RISK CATEGORY CATEGORY II

MAPPED SHORT PERIOD RESPONSE ACCELERATION* Ss = 0.625g MAPPED 1 SECOND PERIOD RESPONSE ACCELERATION* S1 = 0.232g

SITE CLASS CLASS D

DESIGN SHORT PERIOD SPECTRAL RESPONSE COEF. Sds = 0.542 DESIGN 1 SECOND PERIOD SPECTRAL RESPONSE COEF. Sd1 = 0.299

SEISMIC DESIGN CATEGORY CATEGORY D

IMPORTANCE FACTOR Ie = 1.0

RESPONSE MODIFICATION FACTOR R = BY CONTRACTOR

SEISMIC REPONSE COEFFICIENT Cs = BY CONTRATOR

DESIGN BASE SHEAR V = BY CONTRATOR

ANALYSIS PROCEDURE

EQUIVALENT LATERAL FORCE METHOD BY CONTRATOR

*FROM USGS BASED ON ASCE 7-10 CRITERIA

FOUNDATION NOTES

1. THE FOUNDATIONS SHALL BE DESIGNED BASED ON THE INFORMATION INCLUDED

IN THE EARTHWORK SPECIFICATIONS, DRAWINGS, AND RECOMMENDATIONS

INCLUDING IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY THE

US ARMY CORPS OF ENGINEERS .

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION

OF THE FOUNDATION SYSTEM SUPPORTING THE METAL BUILDING SYSTEM.

2. SPREAD FOOTINGS SHALL BE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF

2.5 KSF FOR SINGLE-COLUMN FOOTINGS AND CONTINUOUS WALL FOOTINGS. FOUNDATIONS

INDICATED ON THE DRAWINGS SHALL BE USED FOR REFERENCE ONLY AND SHALL

NOT BE USED AS THE BASIS OF COST INFORMATION.

3. THE CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER LICENSED IN THE

STATE OF THE PROJECT TO PROVIDE OBSERVATION AND TESTING SERVICES DURING

THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION PER THE EARTHWORK

SPECIFICATIONS. INSPECTING AND TESTING REPORTS SHALL BE SUBMITTED TO THE

GOVERNMENT FOR REVIEW.

4. ALL FOOTINGS SHALL BE SUPPORTED ON SATISFACTORY SOIL CAPABLE OF

SUPPORTING THE DESIGN LOADS WITHOUT APPRECIABLE SETTLEMENT AS INDICATED

IN THE EARTHWORK SPECIFICATIONS. SEE THE EARTHWORK SPECIFICATIONS FOR

ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS.

5. EXTERIOR SLABS ON GRADE SHALL BE 5" MINIMUM AND REINFORCED WITH #3@12" OC MIN

EXTERIOR SLABS ON GRADE SHALL BE PLACED OVER A 6" MINIMUM THICKNESS

CAPILLARY BREAK AGGREGATE BLANKET.

6. SURFACE RUNOFF SHALL BE DIRECTED AWAY FROM FOUNDATION EXCAVATIONS AND

IS NOT PERMITTED TO POND WITHIN THE BUILDING FOOTPRINT.

7. LOWER ANY PERCHED GROUNDWATER BY AN ACCEPTABLE DEWATERING SYSTEM. THE

GROUNDWATER LEVEL SHALL BE MAINTAINED CONTINUOUSLY A MINIMUM OF 2'-0"

BELOW THE EXCAVATION WHEN EXCAVATIONS APPROACH THE GROUNDWATER

LEVEL.

8. PREPARE SUBGRADE FOR SLABS ON GRADE PER THE EARTHWORK SPECIFICATIONS.

9. CONDUIT SHALL BE LOCATED BELOW THE BOTTOM OF SLABS ON GRADE UNO. ENCASE

UNDERSLAB CONDUIT WITH FLOWABLE FILL (LEAN CONCRETE) UP TO THE BOTTOM OF

SLAB ELEVATION.

10. COORDINATE UNDERGROUND UTILITIES PRIOR TO THE START OF FOUNDATION

EXCAVATIONS. COORDINATE WITH UTILITY COMPANIES FOR ANY SHUT-OFF

REQUIREMENTS OF ACTIVE LINES.

11. OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE

LICENSED GEOTECHNICAL ENGINEER RETAINED BY THE CONTRACTOR PRIOR TO

PLACING CONCRETE.

12.

13. PLACE FOUNDATION CONCRETE ON THE SAME DAY OF THE FOUNDATION

EXCAVATIONS. LEAN CONCRETE (500 PSI) MUD MAT SHALL BE PLACED OVER THE

PREPARED BEARING MATERIALS IF EXCAVATION MUST REMAIN OPEN DURING

INCLEMENT WEATHER OR OVERNIGHT. PROTECT FOUNDATION EXCAVATIONS FROM

STANDING WATER AND COLLAPSE.

14. THE MINIMUM DEPTH TO THE TOP OF EXTERIOR FOOTINGS SHALL BE 24 INCHES

BELOW FINAL EXTERIOR GRADE.

15. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADE.

16. PROVIDE (2) #4 CONTINUOUS MIN EW TOP AND BOT OF ALL FOOTINGS MINIMUM.

17. SEE ARCHITECTURAL AND CIVIL/SITE DRAWINGS FOR CONTOUR AND LAYOUT OF

SIDEWALKS AND PAVEMENT. SLOPE EXTERIOR CONCRETE AWAY FROM BUILDING PER

THE CIVIL/SITE DRAWINGS.

18. SLAB ON GRADE EDGES SHALL TURN DOWN UNO. TURNDOWNS SHALL EXTEND TO THE

TOP OF FOOTINGS. COORDINATE SLAB EDGES WITH THE ARCHITECTURAL DRAWINGS.

19. SUBMIT FOUNDATION SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR REVIEW.

THE CONTRACTOR'S DELEGATED DESIGNER SHALL REVIEW AND STAMP THE SHOP DRAWINGS.

STRUCTURAL STEEL

1. STRUCTURAL STEEL DESIGN, DETAILING, AND CONSTRUCTION SHALL CONFORM WITH THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 2010 "SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS" (AISC 360), 2010 "SEISMIC PROVISIONS FOR

STRUCTURAL STEEL BUILDINGS" (AISC 341) AND 2010 "CODE OF STANDARD

PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303).

2. MATERIALS AND SHAPES.

a. WIDE FLANGE SHAPES SHALL BE ASTM A992, GRADE 50.

b. MISCELLANEOUS SHAPES, CHANNELS, ANGLES, AND PLATES SHALL BE ASTM A36.

c. STRUCTURAL STEEL TUBING SHALL BE ASTM A500, GRADE B.

d. WELDING ELECTRODES SHALL BE E70XX EXCEPT WHERE OTHER ELECTRODES

ARE REQURIED FOR COMPATIBILITY WITH MATERIAL BEING WELDED OR FOR

DEMAND CRITICAL WELDS.

e. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36.

3. STEEL CONNECTIONS SHALL BE BOLTED OR WELDED AS INDICATED.

a. BOLTED CONNECTIONS SHALL CONFORM WITH THE STRUCTURAL COUNCIL ON

STRUCTURAL CONNECTIONS (RCSC) "SPECIFICATION FOR STRUCTURAL JOINTS

USING HIGH-STRENGTH BOLTS."

b. USE ASTM A325-SC, CLASS A BOLTED CONNECTIONS WITH HARDENED WASHERS

FOR MOMENT CONNECTIONS AND TENSION-ONLY CONNECTIONS (HANGERS).

c. USE ASTM A490-SC, CLASS B BOLTED CONNECTIONS WITH HARDENED WASHERS

FOR SEISMIC FORCE RESISTING SYSTEM AND COLLECTOR CONNECTIONS.

d. USE FULLY PRE-TENSIONED ASTM A325-N BOLTED CONNECTIONS WITH HARDENED

WASHERS FOR OTHER CONNECTIONS UNLESS NOTED OTHERWISE.

e. USE HARDENED WASHERS FOR OVERSIZED AND SHORT-SLOTTED HOLES. USE

5/16" THICK A36 PLATE WASHERS FOR LONG-SLOTTED HOLES.

f. USE 3/4" DIAMETER (ø) BOLTS MINIMUM.

h. USE STANDARD SIZE BOLT HOLES. SHORT SLOTS PERPENDICULAR TO LOAD

MAY BE USED FOR BEAM END SHEAR CONNECTIONS.

i. PROVIDE MINIMUM EDGE DISTANCE AND BOLT SPACING PER AISC 360.

j. BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.

k. STRUCTURAL STEEL WELDING SHALL CONFORM WITH THE AMERICAN WELDING

SOCIETY (AWS) 2010 STRUCTURAL WELDING CODE - STEEL (AWS D1.1) AND

AWS STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT (AWS D1.8).

l. USE MINIMUM WELD SIZE PER AISC 360 AND AWS D1.1. WHERE WELD LENGTH

IS NOT SHOWN, USE CONTINUOUS WELDS.

m. WELDING SHALL BE PERFORMED BY OPERATORS CERTIFIED BY AWS IN

PERFORMING THE TYPE OF WORK INDICATED.

n. COLUMN BASES & SPLICED ENDS SHALL BE MILLED OR SAW CUT TO PROVIDE FULL

BEARING.

o. DEMAND CRITICAL WELDS ARE TO BE MADE WITH FILLER MATERIALS

RECIEVING HEAT INPUT ENVELOPE TESTING AND ACHIEVE MECHANICAL

PROPERTIES IN THE WELD METAL OF MINIMUM YIELD STRENGTH OF 70 KSI AND

CVN TOUGHNESS OF 40ft-lb MIN @ 70F.

4. DO NOT FIELD CUT OR MODIFY STRUCTURAL STEEL FOR WORK OF OTHER TRADES

WITHOUT PRIOR WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

5. GALVANIZING: HOT DIP GALVANIZE STEEL EXPOSED TO WEATHER. GALVANIZE PER

ASTM A-123 FOR ROLLED, PRESSED, OR FORGED SHAPES AND PLATES, ASTM A-153

FOR HARDWARE ITEMS, AND ASTM A-386 FOR ASSEMBLED STEEL PRODUCTS.

RELIEF ANGLES AND SHELF ANGLES FOR MASONRY SHALL BE GALVANIZED. BOLTS

EXPOSED TO WEATHER OR BOLTS FOR STEEL EXPOSED TO WEATHER SHALL BE

HOT DIP GALVANIZED.

6. PRIME PAINTING: AFTER MATERIAL HAS BEEN PROPERLY CLEANED AND

TREATED, APPLY SHOP PRIME COAT, EXCEPT SURFACES EMBEDDED INTO

CONCRETE, RECEIVING FIELD WELDING, RECEIVING SPRAY-APPLIED

FIREPROOFING, OR FAYING SURFACES OF PLIES WITH SLIP CRITICAL BOLTS.

TOUCH-UP PRIMER AT SITE. MINIMUM DRY FILM THICKNESS SHALL BE 1.5 MIL.

7. PROVIDE (4) 3/4" DIAMETER x 1'-0" EMBED ANCHOR BOLTS MINIMUM AND 2" THICK GROUT

MINIMUM UNDER COLUMN BASE PLATES.

STRUCTURAL CONCRETE

1. STRUCTURAL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE

AMERICAN CONCRETE INSTITUTE (ACI) 2014 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" (ACI 318), 2014 "SPECIFICATIONS FOR STRUCTURAL

CONCRETE" (ACI 303), AND 2004 "ACI DETAILING MANUAL" (ACI SP-66).

2. CAST-IN-PLACE CONCRETE SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE

STRENGTH (f'c) OF 4,000 PSI.

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT.

4. CONCRETE REINFORCEMENT SHALL BE STEEL DEFORMED BARS CONFORMING TO

ASTM A615, GRADE 60, EXCEPT WHERE WELDING REINFORCEMENT IS INDICATED.

WHERE INDICATED, WELDED REINFORCEMENT SHALL CONFORM TO ASTM A706,

GRADE 60.

5. SHOP FABRICATE BENDS AND HOOKS. DO NOT FIELD BEND.

6. WELDED WIRE REINFORCEMENT SHALL BE DEFORMED WIRES CONFORMING TO ASTM

A1064. PROVIDE SHEET-TYPE WELDED WIRE REINFORCEMENT. SHEET LAPS SHALL BE

TIED AND LAPPED ONE FULL MESH SPACING OR 6" MINIMUM.

7. PROVIDE SUPPORTS FOR REINFORCEMENT AS NEEDED. WELDED WIRE

REINFORCEMENT SHALL BE SUPPORTED AT 2'-0" ON CENTER MINIMUM. PROVIDE

PLASTIC, PLASTIC-COATED (NOT PLASTIC TIPPED), OR STAINLESS STEEL CHAIRS FOR

CONCRETE EXPOSED TO VIEW.

8. CONCRETE REINFORCEMENT FOR SLABS ON GRADE SHALL BE LOCATED IN THE

MIDDLE THIRD OF THE SLAB UNLESS NOTED OTHERWISE AND BE POSITIVELY AND

CONTINUOUSLY SUPPORTED. SUPPORT SHALL BE MAINTAINED PRIOR TO AND DURING

CONCRETE PLACEMENT.

9. CONCRETE REINFORCEMENT SHALL BE CONTINUOUS. SPLICES SHALL BE MADE BY

LAPPING WITH CLASS B LAPS PER ACI 318.

10. MINIMUM CONCRETE COVER FOR REINFORCEMENT:

A. CONCRETE CAST AGAINST EARTH 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER

#6 THRU #18 BAR 3"

#5 BAR AND SMALLER 3"

C. SLABS AND WALLS

#14 AND #18 BAR 1 1/2"

#11 BAR AND SMALLER 1"

D. BEAMS AND COLUMNS 2"

11. PROVIDE STANDARD HOOKS WITH 90 DEGREE BENDS AND EXTEND A MINIMUM OF 12

BAR DIAMETERS IN LENGTH. STIRRUPS, TIES, AND 180 & 135 DEGREE HOOKS SHALL

CONFORM TO ACI 318.

12. PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT

CONCRETE, MASONRY, OR STEEL VERTICAL SURFACES.

13. EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND

SECURELY MAINTAINED IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

14. SPREAD CONCRETE REINFORCEMENT AT SLEEVES, ANCHORS, RECESSES AND

OTHER EMBEDDED ITEMS WHERE BAR SPACING WILL NOT EXCEED 1.5 TIMES THE

NORMAL SPACING.

#3

1. FOR CLASS 'A' SPLICE (PERMITTED ONLY WHEN NOT MORE THAN HALF

THE BARS SPLICED & SPLICES STAGGERED BY THE DISTANCE OF SPLICE

LENGTH), USE SAME AS ' Ld' = TENSION DEVELOPMENT LENGTH TABLE.

2. TOP BARS ARE DEFINED AS ANY HORIZONTAL BAR WITH MORE THAN 12"

OF FRESH CONCRETE CAST BELOW THE SPLICED BARS.

3. INCREASE LAP LENGTHS AS FOLLOWS (INCREASES ARE ACCUMULATIVE):

A. BAR SPACING LESS THAN 2 BAR DIAMETERS +50%

B. LIGHTWEIGHT CONCRETE +35%

C. EPOXY-COATED TOP BARS +20%

D. EPOXY-COATED OTHER BARS +50%

(GRADE 60 UNCOATED BARS, NORMAL WEIGHT CONCRETE)

TENSION LAP SPLICES - CLASS B FOR TOP & BOT BARS

BAR

SIZE

#4

#5

#6

#7

#8

#9

#10

#11

TOP BOT. TOP BOT. TOP BOT.

f'c= 3,000 psi f'c= 4,000 psi f'c= 5,000 psi

2'-4" 1'-9" 2'-0" 1'-6" 1'-10" 1'-5"

3'-1" 2'-4" 2'-8" 2'-1" 2'-5" 1'-10"

3'-10" 3'-0" 3'-4" 2'-7" 3'-0" 2'-4"

4'-8" 3'-7" 4'-0" 3'-1" 3'-7" 2'-9"

6'-9" 5'-2" 5'-10" 4'-6" 5'-3" 4'-0"

7'-9" 5'-11" 6'-8" 5'-2" 6'-0" 4'-7"

8'-8" 6'-8" 7'-6" 5'-10" 6'-9" 5'-2"

9'-10" 7'-6" 8'-6" 6'-6" 7'-7" 5'-10"

10'-11" 8'-4" 9'-5" 7'-3" 8'-5" 6'-6"

15. PROVIDE 3/4" CHAMFER AT EXPOSED CONCRETE EDGES OR WHERE CHAMFER

INDICATED. CURVE THE LEADING EDGE OF STAIR TREADS TO 3/4" RADIUS UNO.

DELEGATED DESIGN

1. THE DESIGN OF THE METAL BUILDING SYSTEM AND ITS FOUNDATIONS SHALL BE

DESIGNED, DETAILED, AND CONSTRUCTED BY THE CONTRACTOR.

PROVIDE FRAMES WHERE INDICATED ON THE DRAWINGS.

FOUNDATIONS INDICATED SHALL BE FOR REFERENCE ONLY AND SHALL NOT CONVEY

DESIGN INTENT OR COST INFORMATION. FOUNDATION DESIGN AND COST SHALL BE

INCLUDING IN THE CONTRACTOR'S BID.

SPECIAL INSPECTIONS

1. SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH IBC 2015 AND THE SPECIAL

INSPECTIONS SPECIFICATIONS, INCLUDING THE STATEMENT AND SCHEDULE OF

SPECIAL INSPECTIONS.

US Army Corps of Engineers ®

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1 C&C WIND SCHEDULES AND DIAGRAM

COLD FORM METAL FRAMING

1 COLD FORM METAL FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH NORTH AMERICAN COLD-FORMED STEEL SPECIFICATIONS,

LATEST EDITION.

2 STEEL NON-LOAD BEARING FRAMING MEMBERS SHALL MEET THE MINIMUM

PROPOSED BY THE STEEL STUD MANUFACTURER'S ASSOCIATION FOR

INDUSTRY STANDARDIZATION.

3 FASTENING OF COMPONENTS SHALL BE SELF-DRILLING SCREWS OR WELDING.

WIRE TYING OF COMPONENTS IS NOT PERMITTED.

4 FOR SCREWS 3/4" MINIMUM CLEARANCE MUST BE MAINTAINED FROM ALL

EDGES OF STEEL MEMBERS. A 3/4" MINIMUM ON CENTER SPACING MUST BE

MAINTAINED BETWEEN ADJACENT SCREWS.

5 ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.3 (LATEST

EDITION) "SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES".

CONSULT AWS19.0 "WELDING ZINC COATED STEEL" AND ANSI STANDARD Z49.1

FOR MORE INFORMATION REGARDING SAFE WELDING PROCEDURES.

6 REPAIR ALL BURNED ZINC COATING FROM WELDING WITH ZINC RICH PAINT.

7 FIELD CUTTING OF STUDS SHALL BE DONE BY SAWING OR SHEARING. TORCH

CUTTING OF COLD-FORMED MEMBERS IS NOT PERMITTED.

8 NOTCHING OR COPING OF STUD IS NOT PERMITTED.

9 ALL WALL STUDS PUNCH-OUTS SHALL BE ALIGNED WHEN ASSEMBLING

LATERAL BRACING AND FIELD CUTTING TO LENGTH.

10 LATERAL BRACING SHALL BE INSTALLED AS THE WALL IS CONSTRUCTED TO

PREVENT LOSS OF STRUCTURAL INTEGRITY OF THE WALL/BUILDING.

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3/4" CHAMFER TYP @

EXPOSED EDGES

10' - 0"

GRADE

M

IN

0'

3"

0'

6"

#3@12" OC EW

0'

1/

2"

CAPILLARY WATER

BARRIER PER

EARTHWORK SPECS.

SEE CIVIL/SITE DWGS

FOR THICKNESS

20' - 0"

PORTABLE LATRINE

REINFORCED CONCRETE PAD

SEE 2/S-101 FOR REINFORCEMENT

SIZE AND QUANTITY

SJ

PORTABLE LATRINE

PORTABLE LATRINE

PORTABLE LATRINE

PORTABLE LATRINE

PORTABLE LATRINE

PORTABLE LATRINE

PORTABLE LATRINE

PORTABLE LATRINE

PORTABLE LATRINE

SJ

US Army Corps of Engineers ®

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3/4" = 1'-0"2 SECTION

3/8" = 1'-0"1 FOUNDATION PLAN

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2-

A-201

A-201

A-201

A-201

A-301

AMMO

ROOF LINE

C.J.

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

24' - 3"

2' - 1 1/2" 2' - 1 1/2"

TRENCH DRAIN

WITH GRATE

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

10' - 0"

1' - 0"

1'

0"

C.J.

C.J.

C.J.

(2) 3/4" PRESSURE TREATED

PLYWOOD SHELF WITH

STAINLESS STEEL SHEETING.

TYPICAL THREE SIDES,

REFERENCE DTL 3 ABB/A-501.

SL

O

PE

SLOPE

SL

O

PE

POST, SEE STRUCTURAL

DRAWINGS, (X6)

A-501

3' - 6"3' - 0"3' - 6"

10' - 0"

A

DS

DS

2'

8" 6'

8"

W-1 W-1

FEB

1' - 0"

GRAVEL

BED/MOW STRIP,

SEE CIVIL

DRAWINGS

6"

4'

0"

AGGRAGATE SIDEWALK,

SEE CIVIL DRAWINGS

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

SLOPE

SL

O

PE

SL

O

PE

SLOPE

SL

O

PE

3' - 0"

4' - 0"

1'

0" 1'

0"

10' - 0"

3'

6"

CONCRETE APRON,

SEE CIVIL DRAWINGS

ELECTRICAL EQUIPMENT

SEE ELECTRICAL DRAWINGS

4' - 0"

CONCRETE FOOTING, TYP.

SEE STRUCTURAL DRAWINGS

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

XX

X

ROOM NUMBER

DOOR SYMBOL AND TAG

WINDOW SYMBOL

ARCHITECTURAL LEGEND - SYMBOLS

Room Rm_Occupancy

24' - 1 1/2"

/2

STANDING SEAM METAL

ROOFING (X3)

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

PREFINISHED METAL RIDGE

TRIM (X3)

PREFINISHED METAL RIDGE

VENT (X3)

CEILING LEGEND - SYMBOLS

MECHANICAL DIFFUSER/GRILLE

PLYWOON SHEATHING

LIGHT FIXTURE

EMERGENCY LIGHT

FIXTURE

LINEAR METAL SOFFIT PANEL

PREFINISHED METAL

ACCESS PANELS

A-501

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

PAINTED

1/2" PLYWOOD

SHEATHING

ELECTRICAL

EQUIPMENT

SEE ELECTRICAL

DRAWINGS

ROOF LINE

ABOVE

LIGHT FICTURE

SEE ELECTRICAL

DRAWINGS

US Army Corps of Engineers ®

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1/4" = 1'-0"2 FLOOR PLAN

GENERAL NOTES - FLOOR PLANS

1 REFERENCE ELEVATION 0'-0" = 686.20' ABOVE MEAN SEA

LEVEL, COORDINATE WITH CIVIL DRAWINGS.

2 SEE SHEET G-002 FOR STANDARD INFORMATION,

INCLUDING ABBREVIATIONS, LEGENDS, SYMBOLS AND

DETAILS.

3 DIMENSIONS ARE FACE OF MASONRY OR EDGE OF

CONCRETE.

4 FOR BUILDING LOCATION, COORDINATE W/ CIVIL SHEET

CS101.

5 FIRE EXTINGUISHERS ARE N.I.C. & SHALL BE PROVIDED

AS PART OF THE FF&E PACKAGE

6 AMMO BREAKOUT BUILDING STRUCTURE:

- SINGLE-WYTHE BLOCK WALL CONSTRUCTION

- PREMANUFACTURED ROOF TRUSS (4:12 SLOPE)

- STANDING SEAM METAL ROOF

GENERAL NOTES - CEILING

1 LAY IN 1/2" PRESSURE TREATED PLYWOOD CEILING @

8'-8" UNLESS OTHERWISE NOTED.

2 FOR CEILING FINISHES, SEE ROOM FINISH SCHEDULE.

3 FOR SOFFIT FINISHES, SEE EXTERIOR COLOR SCHEDULE.

1/4" = 1'-0"3 GRAVEL BED AND MOW STRIP PLAN

1/4" = 1'-0"1 ROOF PLAN

1/4" = 1'-0"A-301

4 REFLECTED CEILING PLAN

GENERAL NOTES - ROOF PLAN

1 CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF

MANUFACTURER.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH

MEP FOR EXACT LOCATION & SIZE OF ROOF

PENETRATIONS.

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2-

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

A-301

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

A-301

STANDING SEAM METAL ROOF OVER

1/2" GLASS MAT GYPSUM

COVERBOARD , OVER 5" RIGID

INSULATION (R-30 MIN., OVER SELF

ADHERING RUBBERIZED ASPHALT

SHEET MEMBRANE ADHERED

DIRECTLY TO 1/2" GLASS MAT GYPSUM

UNDERLAYMENT, OVER CORRUGATED

METAL DECK.

5/8" BC GRADE PLYWOOD WITH

22GA. STAINLESS STEEL SHEETING

8" CMU WALL, W/ JOINT

REINFORCEMENT, SEE STRUCTURAL

DRAWINGS

REINFORCED CONCRETE SLAB OVER

10 MIL VAPOR BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS) OVER

CAPILLARY WATER BARRIER

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

8" SMOOTH FACE CMU TYP.

(X2)

1/2" PRESSURE TREATED PLYWOOD

ROOF TRUSS, SEE STRUCTURAL

PAINTED 1/8" STEEL BARSTOCK

@ 30" O.C.

2"x4" PRESSURE TREATED BLOCKING

8" SPLIT-FACED CMU

TYP.(X1)

FOUNDATION STEM

WALL, SEE STRUCTURAL

DRAWINGS

A-301

DAMPROOFING APPLIED

TO BUILDING EXTERIOR

PAINTED 8" CMU WALL

CORRUGATED METAL DECK,

SEE STRUCTURAL

STANDING SEAM METAL

ROOF PANELS (X3)

PREFINISHED METAL RIDGE

TRIM PER SSMR MFR. (X3)

PERFERATED CLOSURE

STRIP PER SSMR MFR.

SET IN SEALANT

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

5" RIGID INSULATION (R-30

MIN.)

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

1/2" EXTERIOR GLASS MAT GYPSUM

SHEATHING UNDERLAYMENT

SPRAY FOAM INSULATION

A-301

SPRAY FOAM

INSULATION

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

STANDING SEAM METAL

ROOF PANELS (X3)

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

PREFINISHED METAL

FASCIA (X7)

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

SOFFIT CLIP ANGLE

CONTINUOUS METAL

BAR-TYPE SNOW GUARD

SYSTEM (X4)

1' -2

" M

AX

SELF-ADHERING

RUBBERIZED

ASPHALT SHEET

MEMBRANE

ADHERED DIRECTLY

TO UNDERLAYMENT

1/2" EXTERIOR GYPSUM

SHEATHING

COVERBOARD

BREAK METAL

8" SMOOTH FACE CMU TYP.

(X2)2' - 0 3/4"

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

J-BOLT TO FASTEN STEEL

TRUSS PLATE TO FULLY

GROUTED BOND BEAM

1/2" PRESSURE

TREATED PLYWOOD

CEILING

GROUT

PAINTED 8" CMU WALL

26 GA. BREAK METAL

BETWEEN TOP OF CMU AND

METAL DECK

SPRAY FOAM INSULATION

(R-10 MIN) FOR AIR BARRIER

J-BOLT TO FASTEN STEEL

TRUSS PLATE TO FULLY

GROUTED BOND BEAM

1/2" GLASS MAT GYPSUM

UNDERLAYMENT.

FOUNDATION STEM

WALL, SEE STRUCTURAL

DRAWINGS

2" RIGID INSULATION

EXTEND FROM SLAB

TO FOOTING

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB

ENDS) OVER CAPILLARY

WATER BARRIER

BACKER ROD AND

SEALANT, TYP.

PAINTED 8" CMU WALL

8" CEMENT GROUT SOLID

BELOW GRADE

DAMPROOFING

APPLIED TO

BUILDING EXTERIOR

3 SPIKES PER

SECTION

GEOTECTILE

FABRIC TURNED

UP ONTO EDGING

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOS

STEEL EDGING

4" 1"

VARIES SEE DTL 3/ABB A-101

US Army Corps of Engineers ®

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1/4" = 1'-0"A-101

6 BUILDING SECTION

3/4" = 1'-0"A-301

7 WALL SECTION

1 1/2" = 1'-0"3 ROOF RIDGE DETAIL

1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL

3" = 1'-0"4 BOND BEAM CONNECTION DETAIL

1 1/2" = 1'-0"5 B.O. WALL/SLAB DETAIL

1 1/2" = 1'-0"2 MOW STRIP DETAIL

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2-

FACE OF EXTERIOR

WALL

PREMNUFACTURED

ALUMINUM SIGN

CONCRETE FASTENER W/

STAINLESS STEEL SPACERS

TO ALLOW SIGN TO CLEAR

OF SPLT FACE CMU

1 1/2" 1 1/2"

1/

2"

1/ 2"

9"

1' - 8"

US Army Corps of Engineers ®

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INTERIOR DESIGN NOTES

1 MANUFACTURERS REFERENCED ARE INTENDED TO ESTABLISH COLOR, PATTERN AND TEXTURE ONLY, AND ARE NOT INTENDED TO LIMIT SELECTIONS FROM OTHER MANUFACTURERS. WHEN ALTERNATE SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL INCLUDE COLOR SAMPLES OF MATERIALS LISTED

FOR COMPARISON.

2 INTERIOR WALL COLORS SHALL APPLY TO WALL SURFACES COMPLETE, INCLUDING REVEALS,

VERTICAL FURRED SURFACES, BUILDING STRUCTURE, GRILLES, DIFFUSERS, ELECTRICAL AND ACCESS PANELS, AND PIPING AND CONDUIT ADJACENT TO WALL SURFACES UNLESS OTHERWISE SPECIFIED.

ITEMS NOT SPECIFIED ELSEWHERE SHALL BE PAINTED TO MATCH ADJACENT WALL SURFACES.

3 CEILING COLORS SHALL APPLY TO CEILING SURFACES INCLUDING SOFFITS, FURRED DOWN AREAS, GRILLES, DIFFUSERS, REGISTERS AND ACCESS PANELS. CEILING COLOR SHALL ALSO APPLY TO JOIST. UNDERSIDE OF ROOF DECK AND CONDUIT AND PIPING WHERE JOIST AND DECK ARE EXPOSED

AND REQUIRE TO BE PAINTED.

4 PAINT METAL DOOR FRAMES TO MATCH ADJACENT DOOR COLOR. PAINT INTERIOR METAL DOORS

(W5), SEMI-GLOSS

5 GOVERNMENT APPROVAL IS REQUIRED FOR PROPOSED SUBSTITUTIONS FROM THE COLOR

SCHEDULE. THE PROPOSED SUBSTITUTIONS SHALL BE IN ACCORDANCE WITH THE

FOLLOWING PRODECURES:

2 SETS OF COLOR BOARDS, 90 DAYS AFTER THE CONTRACTOR IS GIVEN NOTICE TO

PROCEED, COMPLYING WITH THE FOLLOWING REQUIREMENTS.

A. COLOR BOARDS SHALL REFLECT ALL ACTUAL FINISH TEXTURES, PATTERNS, AND

COLORS REQUIRED FOR THIS CONTRACT.

B. MATERIALS SHALL BE LABELED WITH THE FINISH TYPE, MANUFACTURER'S NAME,

PATTERN, AND COLOR REFERENCE.

C. SAMPLES SHALL BE ON SIZE 8 1/2" X 11" MM BOARDS WITH MAXIMUM SPREAD OF SIZE

11" X 17" FOR FOLDOUTS.

D. SAMPLES OF THE PROPOSED SUBSTITUTION AS WELL AS THE MATERIAL SPECIFIED

IN COLOR SCHEDULE ARE REQUIRED.

E. COLOR BOARDS SHALL BE SUBMITTED TO THE FOLLOWING ADDRESSES,

U.S. ARMY CORPS OF ENGINEERS, LOUISVILLE DISTRICT,

600 DR. MARTIN LUTHER KING JR. PLACE, LOUISVILLE, KY 40202.

ATTN: ED-D-A (RM. 970).

INTERIOR COLOR AND MATERIAL SCHEDULE

TAG

TYPE (HIDE

THIS

COLUMN) MATERIAL MANUFACTURER PATTERN COLOR SIZE COMMENTS

CEILING

C4 CEILING PAINT EXPOSED / STRUCTURE SHERWIN-WILLIAMS SW 7004 SNOWBOUND FLAT FINISH

C5 CEILING ALUMINUM SOFFIT METAL SALES

MANUFACTURING

CORPORATION

SOFFIT PANEL ALUMINUM

WITH V-GROOVES

PVDF: LINEN WHITE 12" COVERAGE

FLOOR

F1 FLOOR SEALED CONCRETE

F2 FLOOR 4" GRAVEL BED

WALL

W1 WALL PAINT SHERWIN-WILLIAMS SW 7015 REPOSE GRAY SATIN FINISH FIELD ACCENT

W2 WALL PAINT SHERWIN-WILLIAMS SW7020 BLACK FOX SEMI-GLOSS TRIM PAINT

W3 WALL CONCRETE BLOCK SEALER SEE SPECIFICATION: 07 19 00

W4 WALL METAL WALL PANEL METAL SALES

MANUFACTURING

CORPORATION

PBR-PANEL FACTORY FINISH, COLOR: MS Colorfast45®

WHITE (30)

36" COVERAGE

SPECIAL ITEMS

S1 SPECIAL

ITEMS

SOLID SURFACE LG HAUSYS HI-MACS SURFACES G065 TUNDRA QUARTZ 1/2" THICK WINDOW SILL

ROOM FINISH SCHEDULE

ROOM

NO

ROOM

NAME FLOOR

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MATERIAL FINISH MATERIAL FINISH HEIGHT

101 BLEACHER

ENCLOSURE

FINISH FLOOR W4 W4 W4 W4 W4 - - - F2 - C4 PAINT

GENERAL NOTES - SIGNAGE

1. SIGNAGE SHOWN IS FOR BIDDING PURPOSES ONLY. ALL SIGN SELECTIONS SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER AND DPW FOR APPROVAL, PRIOR TO INSTALLATION.

2. SIGN EX1 (BUILDING ID SIGN):

- PREMANUFACTURED ALUMINUM PANEL SIGN

- BACKGROUND COLOR: FEDERAL SPEC. NUMBER 20059 (BROWN)

- NUMERAL SPECIFICS: 6" WHITE REFLECTIVE NUMBERS, HELVETICA FONT

- NO BORDER

3. SIGN EX1 (BUILDING ID SIGN) VERBIAGE PER CONTRACTING OFFICER.

4. SIGN EX1 (BUILDING ID SIGN) INSTALLATION LOCATION SHOWN IS FOR DESIGN INTENT ONLY. EXACT LOCATION

SHALL BE DETERMINED BY CONTRACTING OFFICER AND DPW.

3" = 1'-0"

1 EX1 MOUNTING DETAIL

3" = 1'-0"

2 SIGN TYPE EX1 SIGN GRID

M

AR

K D

ES

C

R

IP

TI

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N D

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AM

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M

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A R C

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0 2

W

2Q R

B0

2-

T.O. MASONRY

8' - 8"

A-301

A-301

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

A-301

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

5/8" GYPSUM BOARD OVER 1 5/8"

METAL STUDS @ 24" O.C.

W/ 1 1/2" RIGID INSULATION TYPICAL

ON INTERIOR

REINFORCED CONCRETE SLAB OVER

10 MIL VAPOR BARRIER (TAPED

EDGES & WRAPPING UP SLAB ENDS)

OVER CAPILLARY WATER BARRIER

STANDING SEAM METAL

ROOF 1/2" EXTERIOR GLASS

MAT GYPSUM SHEATHING

COVERBOARD, OVER 5"

RIGID INSULATION (R-30

MIN), OVER

SELF-ADHEARING

RUBBERIZED ASPHALT

SHEET MEMBRANE, OVER

1/2" EXTERIOR GLASS MAT

GYPSUM UNDERLAYMENT,

OVER METAL DECK

STRUCTURAL MEMBERS, SEE

STRUCTURAL DRAWINGS

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

8" SMOOTH FACE CMU TYP.

(X2)

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

A-301

8 FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

DAMPROOFING APPLIED

TO EXTERIOR OF CMU

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

PREFINISHED METAL RIDGE

TRIM PER SSMR MFR. (X3)

PERFORATED CLOSURE STRIP

PER SSMR MFR. SET IN SEALANT

SELF-ADHERING RUBBERIZED ASPHALT

SHEET MEMBRANE ADHERED DIRECTLY

TO UNDERLAYMENT

STANDING SEAM METAL

ROOFING (X3)

1/2" EXTERIOR GLASS MAT GYPSUM

SHEATHING UNDERLAYMENT

SPRAY FOAM INSULATION

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

PREFINISHED METAL

FASCIA (X7)

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

STANDING SEAM METAL

ROOFING (X3)

A-301

CORRUGATED METAL DECK,

SEE STRUCTURAL

SPRAY FOAM

INSULATION FOR

AIR BARRIER

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

1'

M

AX

5/8" GYPSUM BOARD,

TYPE-X

FLUID APPLIED AIR/VAPOR

BARRIER

SELF-ADHERING

RUBBERIZED

ASPHALT SHEET

MEMBRANE

ADHERED DIRECTLY

TO UNDERLAYMENT

1/2" EXTERIOR

GLASS MAT

GYPSUM

UNDERLAYMENT

SOFFIT CLIP ANGLE

BREAK METAL

DAMPROOFING APLIED TO EXTERIOR

FINISH FLOOR

0"

2" RIGID

INSULATION

EXTEND FROM

SLAB TO FOOTING

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS)

OVER CAPILLARY WATER

BARRIER

1-1/2" RIGID INSULATION

(R-9 MIN.)

4" RUBBER BASE

MOULDING, ENTIRE

ROOM PERIMETER

1-5/8" METAL RUNNER

CHANNEL

BACKER ROD AND

SEALANT

5/8" GYPSUM BOARD,

TYPE-X

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

T.O. MASONRY

8' - 8"

5" RIGID INSULATION (R-30

MIN.)

J-BOLT TO FASTEN STEEL

TRUSS PLATE TO FULLY

GROUTED BOND BEAM

CEILING TILE CLIP

ANGLE

1-1/2" RIGID INSULATION

(R-9 MIN.)

5/8" GYPSUM BOARD,

TYPE-X

26 GA. BREAK METAL

BETWEEN TOP OF CMU AND

METAL DECK 26

CORRUGATED METAL DECK,

SEE STRUCTURAL

CMU BOND BEAM

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOUS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

1'

0"

1"

US Army Corps of Engineers ®

SHEET ID

U S

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C:\Users\H2EDDIOC\Documents\456975_v2018_A_CRM_H2EDDIOC.rvt

A-301

CRM

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1/4" = 1'-0"A-101

5 BUILDING SECTION

3/4" = 1'-0"A-301

6 WALL SECTION

1 1/2" = 1'-0"2 ROOF RIDGE DETAIL

1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL

1 1/2" = 1'-0"4 B.O. WALL/SLAB DETAIL

3" = 1'-0"3 BOND BEAM CONNECTION DETAIL

1 1/2" = 1'-0"8 MOW STRIP DETAIL

M

AR

K D

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C

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TI

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E N D

M

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A R C

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0 2

W

2Q R

B0

2-

T.O. MASONRY

8' - 8"

A-301 6 A-301

VAULTED CONCRETE

TANK, SEE STRUCTURAL

DRAWINGS.

A-301

A-301

PAINTED 8" CMU WALL

CORRUGATED METAL DECK, SEE

STRUCTURAL

5" RIGID INSULATION (R-30 MIN.)

PREFINISHED METAL FASCIA (X7)

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

STANDING SEAM METAL ROOF

PANELS (X3)

1'

2"

M

AX

CONTINUOUS METAL BAR-TYPE

SNOW GUARD SYSTEM (X4)

WR GYPSUM BACKING BOARD,

TYPE-X, 5/8"

METAL CLIP ANGLE

ENTIRE ROOM

PERIMETER

STRUCTURAL MEMBER,

SEE STRUCTURAL

DRAWINGS

SOFFIT CLIP ANGLE

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

1/2" EXTERIOR GLASS

MAT GYPSUM

UNDERLAYMENT

CORRUGATED

METAL DECK SEE

STRUCTURAL

SPRAY INSULATION

FOR AIR BARRIER

BREAK METAL

DAMPROOFING APLIED

TO EXTERIOR

SPRAY FOAM INSULATION

1/2" EXTERIOR GLASS MAT

GYPSUM SHEATHING UNDERLAYMENT

CORRUGATED METAL DECK, SEE

STRUCTURAL

5" RIGID INSULATION (R-30 MIN.)

STANDING SEAM METAL ROOF

PANELS (X3)

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

PREFINISHED METAL RIDGE

TRIM PER SSMR MFR. (X3)

PERFORATED CLOSURE STRIP

PER SSMR MFR. SET IN SEALANT

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

GROUT

PAINTED 8" CMU WALL

WR GYPSUM BACKING BOARD,

TYPE-X, 5/8"

CORRUGATED METAL DECK, SEE

STRUCTURAL

STRUCTURAL MEMBER,

SEE STRUCTURAL

DRAWINGS

5" RIGID INSULATION (R-30 MIN.)

SPRAY FOAM INSULATION

(R-10 MIN) FOR AIR

BARRIER

J-BOLT TO FASTEN STEEL

TRUSS PLATE TO FULLY

GROUTED BOND BEAM

BRAKE METAL TO

PROVIDE STOP FOR

SPRAY FOAM INSULATION

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

A-301

PAINTED 8" CMU WALL

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS)

OVERCAPILLARY WATER

BARRIER

PREFINISHED METAL FASCIA (X7)

PRE-FINISHED LINEAR METAL

SOFFIT PANEL (X8)

WR GYPSUM BACKING BOARD,

TYPE-X, 5/8"

STANDING SEAM METAL ROOF 1/2"

EXTERIOR GLASS MAT GYPSUM

SHEATHING COVERBOARD, OVER 5"

RIGID INSULATION (R-30 MIN), OVER

SELF-ADHEARING RUBBERIZED

ASPHALT SHEET MEMBRANE, OVER

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT, OVER METAL

DECK

8" SMOOTH FACE CMU TYP. (X2)

8" SMOOTH FACE CMU TYP. (X2)

FOUNDATION STEM

WALL, SEE STRUCTURAL

DRAWINGS

8" SPLIT-FACED CMU TYP.(X1)

8" SPLIT-FACED CMU TYP.(X1)

8" SMOOTH FACE CMU TYP. (X2)

6" CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS

DAMPROOFING APPLIED

TO EXTERIOR OF CMU

FOUNDATION STEM

WALL, SEE STRUCTURAL

DRAWINGS

2" RIGID INSULATION

EXTEND FROM SLAB TO

FOOTING

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB

ENDS) OVER CAPILLARY

WATER BARRIER

PAINTED 8" CMU WALL

BACKER ROD AND SEALANT

8" CMU GROUTED SOLID

BELOW GRADE

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOUS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

1'

0"

1"

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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O R

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G

IN

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D R

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D

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LAT

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1/4" = 1'-0"A-101

5 BUILDING SECTION

1 1/2" = 1'-0"A-301

1 EAVE/OVERHANG DETAIL

1 1/2" = 1'-0"A-301

2 ROOF RIDGE DETAIL

3" = 1'-0"A-301

3 BOND BEAM CONNECTION DETAIL

3/4" = 1'-0"A-301

6 WALL SECTION

1 1/2" = 1'-0"A-301

7 B.O. WALL/SLAB DETAIL

1 1/2" = 1'-0"A-301

8 MOW STRIP DETAIL

M

AR

K D

ES

C

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TI

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N D

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AM

E N D

M

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T

M

A R C

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0 2

W

2Q R

B0

2-

T.O. MASONRY

8' - 8"

A-301

A-301

FINISH FLOOR

0"

T.O. MASONRY

8' - 8"

A-301

A-301

5/8" GYPSUM BOARD OVER 1 5/8" METAL

STUDS @ 24" O.C. W/ 1 1/2"RIGID

INSULATION, OVER 8" SPLIT-FACE CMU

REINFORCED CONCRETE SLAB OVER

10 MIL VAPOR BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS) OVER

CAPILLARY WATER BARRIER

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

8" SMOOTH FACE CMU TYP.

(X2)

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

STANDING SEAM METAL ROOF 1/2"

EXTERIOR GLASS MAT GYPSUM

SHEATHING COVERBOARD, OVER 5"

RIGID INSULATION (R-30 MIN), OVER

SELF-ADHEARING RUBBERIZED

ASPHALT SHEET MEMBRANE, OVER

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT, OVER METAL

DECK

ACOUSTIC CEILING TILE,

2X2 (ACT-2)

STRUCTURAL MEMBERS, SEE

STRUCTURAL DRAWINGS

A-301

DAMPROOFING APPLIED

TO EXTERIOR OF CMU

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

PREFINISHED METAL

RIDGE TRIM PER

SSMR MFR. (X-)

PERFORATED CLOSURE STRIP

PER SSMR MFR. SET IN SEALANT

SPRAY FOAM INSULATION

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT

SELF-ADHERING RUBBERIZED

ASPHALT SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

STANDING SEAM METAL

ROOF PANELS (X3)

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

PREFINISHED METAL

FASCIA (X7)

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

1-1/2" RIGID INSULATION

(R-9 MIN.)

STANDING SEAM METAL

ROOF PANELS (X3) A-301

CORRUGATED METAL DECK,

SEE STRUCTURAL

SPRAY FOAM

INSULATION

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

1'

2" M

AX

SELF-ADHERING

RUBBERIZED ASPHALT

SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

1/2" EXTERIOR GLASS

MATT GYPSUM

COVERBOARD

SOFFIT CLIP ANGLE

BREAK METAL

5/8" GYPSUM BOARD,

TYPE-X

DAMPROOFING APPLIED

TO EXTERIOR OF CMU

1-1/2" RIGID INSULATION

(R-9 MIN.)

5/8" GYPSUM BOARD,

TYPE-X

1-5/8" METAL RUNNER

CHANNEL

2" RIGID INSULATION

EXTEND FROM SLAB

TO FOOTING

REINFORCED

CONCRETE SLAB OVER

10 MIL VAPOR BARRIER

(TAPED EDGES

& WRAPPING UP SLAB

ENDS) OVER

CAPILLARY WATER

BARRIER

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

BACKER ROD AND

SEALANT

4" RUBBER BASE

MOULDING, ENTIRE

ROOM PERIMETER

8" CMU, GROUT SOLID

BELOW GRADE

DAMPROOFING

APPLIED

TO EXTERIOR OF

CMU

4"

T.O. MASONRY

8' - 8"

5/8" GYPSUM BOARD,

TYPE-X

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

8" SMOOTH FACE CMU TYP.

(X2)

J-BOLT TO FASTEN STEEL

TRUSS PLATE TO FULLY

GROUTED BOND BEAM

26 GA. BREAK METAL

BETWEEN TOP OF CMU AND

METAL DECK

CEILING TILE CLIP

ANGLE

GROUT

SPRAY FOAM INSULATION

AGAINST 26 GA. BREAK

METAL BETWEEN TOP OF

CMU AND METAL DECK

FLUID APPLIED AIR/VAPOR

BARRIER

1/2" EXTERIOR GLASS MAT

GYPSUM COVERBOARD

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOUS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

1'

0"

1"

3'

6"

3'

6"

6"6"

3'

6"

6"6"

1' - 6"1' - 6"

3'

6"

US Army Corps of Engineers ®

SHEET ID

U S

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A-301

OPS

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1/4" = 1'-0"5 BUILDING SECTION

3/4" = 1'-0"6 WALL SECTION

1 1/2" = 1'-0"2 ROOF RIDGE DETAIL

1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL

1 1/2" = 1'-0"4 B.O. WALL/SLAB DETAIL

3" = 1'-0"3 BOND BEAM CONNECTION DETAIL

1 1/2" = 1'-0"8 MOW STRIP DETAIL

NOT TO SCALE7 TYPICAL BOLLARD DETAIL

ROUNDED CONCRETE

CAP

6" SCHEDULE 80 STEEL

PIPE, CONCRETE

FILLED. PRIME & PAINT

OSHA SAFETY YELLOW

CONCRETE FOOTING,

SEE CIVIL DRAWINGS

1/2" EXPANSION JOINT

CONCRETE SLAB,

SEE CIVIL DRAWINGS

ROUNDED CONCRETE

CAP

6" SCHEDULE 80 STEEL

PIPE, CONCRETE

FILLED. PRIME & PAINT

OSHA SAFETY YELLOW

CONCRETE FOOTING,

SEE STRUCTURAL

DRAWINGS, TYP.

1/2" EXPANSION

JOINT, TYP.

CONCRETE SLAB,

SEE STRUCTURAL

DRAWINGS

EXTERIOR BOLLARD INTERIOR BOLLARD

M

AR

K D

ES

C

R

IP

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AT

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AM

E N D

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T

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0 2

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2Q R

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2-

T.O. MASONRY

8' - 8"

A-301

A-301

A-301

2'

6"

A-301

A-301

5/8" GYPSUM BOARD OVER 1 5/8"

METAL STUDS @ 24" O.C.

W/ 1 1/2" RIGID INSULATION TYPICAL

ON INTERIOR OVER FLUID APPLIED

AIR/VAPOR BARRIER OVER

8" SPLIT-FACE CMU

REINFORCED CONCRETE SLAB OVER

10 MIL VAPOR BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS) OVER

CAPILLARY WATER BARRIER

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

8" SMOOTH FACE CMU TYP.

(X2)

8" SPLIT-FACED CMU

TYP.(X1)

8" SMOOTH FACE CMU TYP.

(X2)

STANDING SEAM METAL ROOF 1/2"

EXTERIOR GLASS MAT GYPSUM

SHEATHING COVERBOARD, OVER 5"

RIGID INSULATION (R-30 MIN), OVER

SELF-ADHEARING RUBBERIZED

ASPHALT SHEET MEMBRANE, OVER

1/2" EXTERIOR GLASS MAT GYPSUM

UNDERLAYMENT, OVER METAL

DECK

ACOUSTIC CEILING TILE,

2X2 (C1)

STRUCTURAL MEMBERS, SEE

STRUCTURAL DRAWINGS

6" 4"

A-301

DAMPROOFING APPLIED TO

EXTERIOR OF CMU

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

PREFINISHED METAL

RIDGE TRIM PER

SSMR MFR. (X3)

PERFORATED CLOSURE STRIP

PER SSMR MFR. SET IN SEALANT

STANDING SEAM METAL

ROOFING (X3)

1/2" EXTERIOR GLASS MAT

GYPSUM UNDERLAYMENT

SPRAY FOAM

INSULATION

SELF-ADHERING

RUBBERIZED ASPHALT

SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

PREFINISHED METAL

FASCIA (X7)

CORRUGATED METAL DECK,

SEE STRUCTURAL

5" RIGID INSULATION (R-30

MIN.)

1-1/2" RIGID INSULATION

(R-9 MIN.)

STANDING SEAM METAL

ROOF PANELS (X3)

A-301

CORRUGATED METAL DECK,

SEE STRUCTURAL

SPRAY FOAM

INSULATION FOR

AIR BARRIER

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

PRE-FINISHED LINEAR

METAL SOFFIT PANEL (X8)

1'

2" M

AX

2' - 1 1/2"

SOFFIT CLIP ANGLE

SELF-ADHERING

RUBBERIZED ASPHALT

SHEET MEMBRANE

ADHERED DIRECTLY TO

UNDERLAYMENT

1/2" EXTERIOR GLASS MAT

GYPSUM UNDERLAYMENT

DAMPROOFING APPLIED

TO EXTERIOR OF CMU

BREAK METAL

5/8" GYPSUM BOARD, TYPE-X

1-1/2" RIGID INSULATION

(R-9 MIN.)

5/8" GYPSUM BOARD,

TYPE-X

1-5/8" METAL RUNNER

CHANNEL

2" RIGID INSULATION

EXTEND FROM SLAB TO

FOOTING

REINFORCED CONCRETE

SLAB OVER 10 MIL VAPOR

BARRIER (TAPED EDGES

& WRAPPING UP SLAB ENDS)

OVER CAPILLARY WATER

BARRIER

BACKER ROD SEALANT

4" RUBBER BASE MOULDING,

ENTIRE ROOM PERIMETER

DAMPROOFING

APPLIED TO

EXTERIOR OF

CMU

FOUNDATION STEM WALL,

SEE STRUCTURAL

DRAWINGS.

1-1/2" RIGID INSULATION

(R-9 MIN.)

1-1/2" RIGID INSULATION

(R-9 MIN.)

5" RIGID INSULATION (R-30

MIN.)

J-BOLT TO FASTEN STEEL

TRUSS PLATE TO FULLY

GROUTED BOND BEAM

26 GA. BREAK METAL

BETWEEN TOP OF CMU AND

METAL DECK

CEILING TILE CLIP

ANGLE

GROUT

CORRUGATED METAL DECK,

SEE STRUCTURAL

5/8" GYPSUM BOARD, TYPE-X

ACOUSTIC CEILING TILE, 2X2 (C1)

CMU BOND BEAM

3 SPIKES PER

SECTION

4" GRAVEL BED,

SEE CIVIL

DRAWINGS

1/4"W x 6"D

CONTINUOUS

STEEL EDGING

3' - 0"

4"

GEOTEXTILE FABRIC

TURNED UP ONTO

EDGING

1'

0"

1"

PAINTED PRESSURE

TREATED 2"x4", PAINT TO MATCH (W1)

PAINTED 1/8"

STEEL BARSTOCK

@ 30" O.C.

PAINT TO MATCH (W1)

CONCRETE TAP

OR EQUAL

(2x) 5/8" BC GRADE

PLYWOOD WITH

22GA. STAINLESS

SHEETING

2' - 1"

2'

6"

US Army Corps of Engineers ®

SHEET ID

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3/17/2020 3:12:05 PM

C:\Users\H2EDDIOC\Documents\456975_v2018_A_ROC_H2EDDIOC.rvt

A-301

ROC

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1/4" = 1'-0"A-101

5 BUILDING SECTION

3/4" = 1'-0"A-301

6 WALL SECTION

1 1/2" = 1'-0"2 ROOF RIDGE DETAIL

1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL

1 1/2" = 1'-0"4 B.O. WALL/SLAB DETAIL

3" = 1'-0"3 BOND BEAM CONNECTION DETAIL

1 1/2" = 1'-0"7 MOW STRIP DETAIL

1 1/2" = 1'-0"8 DESK/COUNTER TOP @ WALL

M

AR

K D

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