W912DW21R0026_Plans - 2 of 2.PDF

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®of Engineers

US Army Corps

U .S

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GENERAL STRUCTURAL NOTES:

DECKING AND SHALL NOT BE REMOVED WITHOUT PERMISSION FROM THE DESIGNER OF RECORD.

6. BRACING FOR THE COLD FORMED FRAMING SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF

FURNISHED BY THE CONTRACTOR .

5. ALL COLD FORMED FRAMING, BRACING, CONNECTIONS, AND ACCESSORIES SHALL BE DESIGNED AND

FURNISHED BY THE COLD FORMED DESIGNER/SUPPLIER.

4. CONNECTIONS AND BEARING MATERIAL REQUIRED BUT NOT CALLED OUT, SHALL BE DESIGNED AND

AND SUBMITTED FOR REVIEW AND APPROVAL.

3. COLD FORMED STEEL DESIGN SHALL BE SIGNED AND SEALED BY A LISCENSED STRUCTURAL ENGINEER

1926.

2. COLD FORMED STEEL JOISTS SHALL BE ERECTED IN ACCORDANCE WITH OSHA REGUALTION 29 CFR PART

S-100 AND ALL OTHER APPLICABLE STANDARDS.

1. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISI

G. COLD FORMED FRAMING:

IN THE SECTION & DETAILS (UNO).

3. THE WORKING LINES (W.L.) OF ALL STRUCTURAL STEEL SHALL COINCIDE AT A COMMON POINT AS SHOWN

TO AWS D1.3 WELDING ELECTRODES SHALL BE E70XX.

2. WELDING SHALL CONFORM TO AWS D1.1 EXCEPT THAT WELDING FOR THE STEEL DECK SHALL CONFORM

1. MINIMUM BOLT SPACING SHALL BE 3" (UNO). MINIMUM EDGE DISTANCE SHALL BE 1 1/4".

F. STRUCTURAL STEEL (GENERAL):

9. ALL LINTELS SHALL HAVE A MINIMUM BEARING OF 8 INCHES EACH END.

8. PROVIDE LINTELS OVER ALL OPENINGS AND RECESSES IN MASONRY WALLS.

7. PROVIDE CONTINUOUS WIRE LATH GROUT BARRIERS BELOW BOND BEAMS.

6. SPLICE MASONRY WALL REINFORCING AS SHOWN ON S-003.

MASONRY AS SHOWN ON S-003 UNLESS NOTED OTHERWISE.

5. PROVIDE LADDER TYPE JOINT REINFORCING AT 16" ON CENTER VERTICAL SPACING IN ALL CONCRETE

JAMBS, AND SIDE OF EXPANSION OR CONTROL JOINTS UNLESS NOTED OTHERWISE.

ADDITIONAL REINFORCING SHALL BE AT CORNER CELLS, INTERSECTIONS, WALL ENDS, DOOR AND WINDOW

4. PROVIDE CONTINUOUS FULL HEIGHT VERTICAL REINFORCING IN CENTER OF GROUT AT CENTER OF WALL.

3. MAXIMUM GROUT LIFT WITHOUT CLEANOUTS SHALL BE 4'-0" IN BLOCK WALLS.

2. LAY MASONRY UNITS IN RUNNING BOND.

SPECIFICATIONS FOR MASONRY CONSTRUCTION (TMS 402/602-16).

1. FURNISH AND CONSTRUCT MASONRY IN ACCORDANCE WITH THE REQUIREMENTS OF THE

E. MASONRY:

PLACEMENT AS MASS CONCRETE.

12. FOR CONCRETE PLACEMENTS OF 3'-0" OR MORE IN THICKNESS, THE CONTRACTOR SHALL TREAT THE

STRUCTURES" (ACI 315 - LATEST EDITION) EXCEPT AS OTHERWISE DETAILED OR SPECIFIED.

ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE

11. REINFORCEMENT SHALL BE BENT COLD, AND DETAILED, FABRICATED, AND HELD IN PLACE IN

HOOK IS SHOWN, UNLESS DETAILED OTHERWISE.

AND LAP SPLICED ONLY IN REGIONS OF LOW STRESS. ALL BARS SHALL HAVE A STANDARD HOOK WHERE A

10. ALL REINFORCING IN SLABS AND FOUNDATIONS SHALL BE CONTINUOUS UNLESS DETAILED OTHERWISE

O.C. AT SLAB MID-DEPTH ON 6" GRANULAR FILL WITH VAPOR BARRIER.

9. UNLESS NOTED OTHERWISE, SLABS ON GRADE SHALL BE 6" CONCRETE REINFORCED WITH #4 BARS @ 12"

OTHERWISE.

SPACING OF 24x THE SLAB THICKNESS. MAXIMUM ASPECT RATIO SHALL BE 1.25 TO 1.0 UNLESS NOTED

JOINTS SHALL BE PLACED AT COLUMN-LINE INTERSECTIONS AND AS NECESSARY TO NOT EXCEED A

8. CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE PLACED AS SHOWN. WHERE NOT SHOWN, CONTROL

15 LOCAL VALUES OF LEVELNESS, F(L)

21 LOCAL VALUES OF FLATNESS, F(F)

25 SPECIFIED OVERALL VALUES OF LEVELNESS, F(L)

35 SPECIFIED OVERALL VALUES OF FLATNESS, F(F)

FOLLOWING SURFACE REQUIREMENTS:

CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. SLABS-ON-GRADE SHALL MEET THE

302.1R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR

7. FINISH SLABS-ON-GRADES PER THE FOLLOWING CRITERIA ACCORDING TO ASTM E1155. COMPLY WITH ACI

ELEVATION, AND POSITION INDICATED WITHIN TOLERANCE LIMITS OF ACI 117.

6. CONSTRUCT FORMWORK SO CONCRETE MEMBERS AND STRUCTURES ARE OF SIZE, SHAPE, ALIGNMENT, CONTRACTING OFFICER.

5. DO NOT PLACE PIPES, DUCTS, OR CHASES IN STRUCTURAL CONCRETE WITHOUT APPROVAL OF THE

AROUND UNDERFLOOR DUCTS AND OTHER ITEMS EMBEDDED IN THE SLAB.

4. MECHANICALLY VIBRATE CONCRETE, EXCEPT THAT SLABS-ON-GRADE ONLY NEED TO BE VIBRATED

COVER REQUIREMENTS ON SHEET S-002. FLOATING REINFORCING IS NOT ALLOWED.

3. REINFORCING SHALL BE ACCURATELY PLACED BEFORE PLACING CONCRETE AND SHALL MEET CONCRETE

2. PROVIDE CORNER BARS IN FOOTINGS THE SAME SIZE AND NUMBER AS THE CONTINUOUS REINFORCING.

1. FOR REINFORCEMENT DEVELOPMENT AND SPLICE LENGTHS SEE TABLES ON SHEET S-002.

D. CONCRETE:

REQUIRED BY THE GEOTECHNICAL ENGINEER.

AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER, SHALL BE REMOVED AND REPLACED AS

BACKFILL/GRANULAR FILL. ANY UNACCEPTABLE UNDISTURBED VIRGIN SOIL OR BACKFILL/GRANULAR FILL,

6. ALL SLABS ON GRADE SHALL BEAR ON UNDISTURBED VIRGIN SOIL OR PROPERLY COMPACTED

CAPACITY SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

CONTRACTING OFFICER PRIOR TO PLACING CONCRETE. ANY SUBGRADES NOT MEETING THE STATED

INSPECTED AND APPROVED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER AND INSPECTED BY THE

AND ENSURE THEY MEET THE STATED ALLOWABLE SOIL BEARING CAPACITY. SUBGRADES SHALL BE

5. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO INSPECT ALL FOUNDATION SUBGRADES

TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.

WITH APPROPRIATE TRADES. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS

2. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL, AND PLUMBING

OFFICER OF ANY DISCREPANCIES OR INCONSISTENCIES.

1. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK. NOTIFY THE CONTRACTING

J. OTHER:

7. SEE SPECIFICATION SECTION 01 45 35 SPECIAL INSPECTIONS FOR ADDITIONAL REQUIREMENTS.

STANDARD FOR THAT WELD (AWS D1.1, AWS D1.2, OR AWS D1.3, OR OTHER).

6. ALL WELDS SHALL BE VISUALLY INSPECTED PER THE MOST CURRENT VERSION OF THE APPLICABLE AWS

1705.6SOILS

1705.4MASONRY CONSTRUCTION

1705.3CONCRETE CONSTRUCTION

1705.2STEEL CONSTRUCTION

01 45 35 SPECIAL INSPECTIONS AND THE FOLLOWING SECTIONS IN IBC 2018:

5. SPECIFIC MATERIALS SHALL HAVE SPECIAL INSPECTIONS IN ACCORDANCE WITH SPECIFICATION SECTION

4. INCLUDE SPECIAL INSPECTION REQUIREMENTS IN THE CONTRACTOR'S QUALITY CONTROL (CQC) PLAN.

REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE.

SPECIAL INSPECTOR IS ON SITE AT ALL TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK

OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PERIODIC SPECIAL INSPECTION MEANS THAT THE

3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES

OF COMPLIANCE.

PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE

CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING

2. INSPECTION OF PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE

1704.2.5.1.

1. FABRICATORS PER SECTION 1704.2.5 WITH THE EXCEPTION OF APPROVED FABRICATORS PER SECTION

I. SPECIAL INSPECTIONS (IBC 2018):

REQUIREMENTS.

5. SEE SHEET SF101 AND SS403 FOR MINIMUM STEEL DECK PROPERTIES AND FOR MINIMUM FASTENING

OF ROOF CURBS TO STIFFEN METAL DECK EDGES. SEE SHEET SF501

4. PROVIDE L3X3X1/4 ANGLE FRAMING AROUND ALL ROOF PENETRATIONS AND AS REQUIRED FOR SUPPORT

SURFACE FOR APPLICATION OF INSULATION AND ROOFING.

AND VALLEY PLATES, WELDING WASHERS AND OTHER ACCESSORIES REQUIRED TO PROVIDE A FINISHED

3. THE DECK MANUFACTURER SHALL FURNISH CLOSURE PLATES, SUMP PANS AND DRAIN PLATES, RIDGE

2. PROVIDE ALL NECESSARY DETAILS SUCH AS RIDGE OR VALLEY SPLICE PLATES.

MEMBER OF THE STEEL DECK INSTITUTE.

1. MATERIAL, DESIGN, MANUFACTURE, AND INSTALLATION OF METAL DECKING SHALL BE FURNISHED BY A

H. STEEL DECK:

PROVIDE A MINIMUM OF 2'-0" OF GRADE ABOVE THE BOTTOM OF ALL FOOTINGS.

4. CONTRACTOR SHALL COORDINATE FOOTING ELEVATIONS WITH FINAL GRADING PLAN TO

CRACKING, OR SETTLEMENT OF THE ADJACENT CONSTRUCTION IN ANY WAY.

EXTREME CAUTION TO NOT UNDERMINE, DISTURB, DAMAGE, OR CAUSE UNDESIRABLE MOVEMENT,

3. WHEN WORKING NEAR EXISTING OR NEW CONSTRUCTION, THE CONTRACTOR SHALL EXERCISE

OF ITS COMPONENT PARTS.

CAUSE MOVEMENT OR OTHER DETRIMENTAL EFFECT TO THE STRUCTURE AS A WHOLE OR TO ANY

FOUNDATION ELEMENTS SHALL BE PROTECTED AGAINST FREEZING CONDITIONS THAT COULD

2. SUBSOILS SUPPORTING OR IN DIRECT CONTACT WITH FOOTINGS, SLABS-ON-GRADE, OR OTHER

1. SEE SECTION 31 00 00 FOR ADDITIONAL EARTHWORK REQUIREMENTS.

C. FOUNDATION WORK:

WELDED STEEL ANCHOR STUDS, ASTM A1044

HIGH STRENGTH BOLTS, ASTM F3125 GR A325

NUTS, WASHERS, ASTM A563

NON-HIGH STRENGTH BOLTS, ASTM A307

ANCHOR BOLTS, ASTM F1554 GR 36

WIRES AND TIES, ASTM A185

4. CONNECTION MATERIALS

COLD-FORMED STEEL, SEE SPECIFICATION 05 40 00

STEEL DECK, SEE SPECIFICATION 05 30 00

Fy = 36 ksiOTHER SHAPES, ASTM A36, Fy = 46 ksiHSS, ASTM A500, Fy = 50 ksiW SHAPES, ASTM A922,

3. STRUCTURAL STEEL MATERIALS:

WIRE REINFORCEMENT, ASTM A1064

REINFORCEMENT, ASTM A615 GRADE 60

f'c = 2000 PSIGROUT, ASTM C476 f'c= 2000 PSIMORTAR, ASTM C270 TYPE M OR S f'm = 2000 PSILOAD BEARING, ASTM C90

COMPRESSIVE STRENGTHS:

2. CONCRETE MASONRY UNITS (CMU):

REINFORCEMENT, ASTM A615 GRADE 60

0.30PERCENT BY WEIGHT OF CEMENT:

MAX WATER-SOLUBLE CHLORIDE ION CONTENT

0.45MAX WATER TO CEMENT RATIO:

4,500 PSI28-DAY COMPRESSIVE STRENGTH, f"c:

1. CONCRETE PROPERTIES:

B. MATERIALS:

PER MANUFACTUREROMEGA

PER MANUFACTURERR

PER MANUFACTURERCd

CANTILEVER COLUM SYSTEMS

DISPENSER CANOPY(IES):

1.25OMEGA

2.5R

2.5Cd

STEEL SPECIAL CANTILEVER COLUMN SYSTEMS

OFFLOAD CANOPY:

2.5OMEGA

5R

3.5Cd

SPECIAL REINFORCED MASONRY SHEAR WALLS

CONTROL BUILDING:

LATERAL FORCE RESISTING SYSTEMS

3500 PSFVERTICAL

160 PSF/FTLATERAL

ALLOWABLE SOIL BEARING PRESSURE CAPACITY

1.25RC III STRUCTURES

1.0RC II STRUCTURES

IMPORTANCE FACTOR

DDESIGN CATEGORY

DSITE CLASS

0.567gSD1

0.885gSDS

0.463gS1

1.328gSs

SEISMIC LOADING CRITERIA (ASCE 7-16)

104 MPHRC III STRUCTURES

98 MPHRC II STRUCTURES

DESIGN WIND SPEED:

CEXPOSURE

WIND CRITERIA (ASCE 7-16):

1.1RC III STRUCTURES

1.0RC II STRUCTURES

IMPORTANCE FACTOR:

24 INCHESFOOTING DESIGN DEPTH

9 INCHESFROST PENETRATION

25 PSFMINIMUM UNIFORM ROOF SNOW LOAD

15 PSFGROUND SNOW LOAD

SNOW CRITERIA

50 PSFFLOOR LIVE LOAD

20 PSFMINIMUM ROOF LIVE LOAD

16 PSFROOF DEAD LOADS

DESIGN LOADS:

III - FUEL TANKS AND PIPE SUPPORTS

II - CONTROL BUILDING AND CANOPIESRISK CATEGORY:

UFC 4-010-01 (2018)

UFC 3-460-01 (CHANGE 1, 2020)

UFC 3-301-01

UFC 1-200-01

TMS 402-16

MANUAL - NO. SDCFSFDM

SDI - STEEL DECK ON COLD-FORMED STEEL FRAMING DESIGN

SDI PUBLICATION NO. DDM04 (4TH EDITION)

SDI ROOF DECK DESIGN MANUAL - NO. RDDM2

IBC 2018

ASCE 7-16

AISI S100 (2016)

AISC 360-16

ACI 318-14

DESIGN CODES:

A. DESIGN DATA:

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GENERAL CONCRETE REINFORCMENT NOTES:

7. C-C SPACING (S) IS DEFINED AS BELOW:

6. CONCRETE COVER SHALL MEET THE TABLE BELOW.

DRAWINGS.

5. EMBEDMENT LENGTHS IN CHART ARE TYPICAL EXCEPT AS NOTED IN DETAIL 2, OR AS INDICATED ON

THE HOOKED BAR CONTACTS THE LAYER OF MAIN REINFORCING SHOWN.

4. WHERE DRAWINGS ARE DETAILED SIMILAR TO DETAIL 2, EXTEND THE EMBEDMENT LENGTH SUCH THAT

F) CLEAR COVER IS LESS THAN THE BAR DIAMETER

E) CLEAR SPACING BETWEEN BARS IS LESS THAN 2 BAR DIAMETERS

D) LIGHT WEIGHT CONCRETE IS USED.

C) THE COVER OR C-C BAR SPACING IS NOT AS INDICATED IN TABLE.

B) fy > 60,000 PSI

A) f'c < 4500 PSI

OCCUR:

3. DEVELOPMENT AND SPLICE LENGTH SHOWN SHALL NOT APPLY IF ANY OF THE FOLLOWING CONDITIONS

FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

2. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SUCH THAT MORE THAN 12 INCHES OF

UNLESS OTHERWISE NOTED ON THE DRAWINGS.

1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTH SHALL BE AS SHOWN IN THE TABLES

DEVELOPMENT AND

THIS TABLE DOES NOT APPLY WHEN f'c < 4500 PSI

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH

OTHER TOP*

#3 14" 18" 23"

- MAIN REINF.

- LAPPED REINF.

CRITICAL

SECTION

6 x DIA. OF BAR - #3 TO #8 BARS

MINIMUM INSIDE BEND DIAMETER:

8 x DIA. OF BAR - #9 TO #11 BARS

10 x DIA. OF BAR - #14 & #18 BARS

SPLICE LENGTHS

#4 18" 23" 31"

#5 23" 29" 38"

#6 27" 35" 46"

#7 40" 40" 66"

#8 45" 46" 76"

#9 51" 52" 86"

CLEAR COVER REQUIREMENTS MUST BE MET

DEVELOPMENT LENGTHS

THIS TABLE DOES NOT APPLY WHEN f'c < 4500 PSI

#3 6"

OF HOOKED BARS

#4 7"

#5 8"

#6 10"

#7 11"

#8 13"

#9 15"

CLEAR COVER REQUIREMENTS MUST BE MET

BAR SIZE LENGTH OR MIN. EMBEDMENT

*SEE NOTE 2 IN GENERAL REINFORCING NOTES

MINIMUM CONCRETE COVER

CONCRETE EXPOSURE MEMBER REINFORCEMENT COVER, IN

IN CONTACT WITH GROUND

CAST AGAINST AND PERMANENTLY

ALL ALL 3

ACCORDANCE WITH OPTION #1 OR OPTION #2.

NOTE: UNLESS OTHERWISE INDICATED, THE CONTRACTOR HAS THE OPTION OF REINFORCING CORNERS IN

" WIDE SAW CUT.8

1FLOOR COVERING PROVIDE HARDBOARD INSERT OR

NOTE: SAW CUT SHOWN IS FOR SLABS WITHOUT FLOOR COVERING. FOR SLABS WITH

ELEVATION.

NOTE: SEE PLAN FOR SLAB THICKNESS, SLAB REINFORCEMENT, AND TOP OF SLAB

19"

24"

30"

36"

52"

59"

67"

CONTACT WITH GROUND

NOT EXPOSED TO WEATHER OR IN

1.5

ALL

#6 OR LARGER

#5 OR SMALLER

CONTACT WITH GROUND

EXPOSED TO WEATHER OR IN

WALLS

SLABS, JOINTS, AND

0.75#11 AND SMALLER

REINFORCING C-C SPACING

SCALE: NONE

E1

DETAIL 1

D4

HOOK DETAIL

SCALE: NONE

D9

DETAIL 2

SCALE: NONE

D6

CONSTRUCTION JOINT DETAILS

SCALE: NONE

B8

SLAB-ON-GRADE

CONTRACTION JOINT

SCALE: NONE

F8

SLAB-ON-GRADE

A1

TYPICAL SLAB-ON-GRADE DETAIL

SCALE: NONE

S

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LAP SPLICE

CLASS B

LAP SPLICE

CLASS B

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HORIZONTAL WALL CORNER REINFORCEMENT DETAIL OPTIONS

SCALE: NTS

OPTION #1 OPTION #2

3/8"

CONTAINMENT STRUCTURES

WALLS ALL 2

LAP SPLICE

CLASS B

LAP SPLICE

CLASS B

L A

P S

P L

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A

S S B

OPTION #1 OPTION #2

DOUBLE CURTAIN WALL

SINGLE CURTAIN WALL

TOP*OTHER

" WIDE SAW CUT.8

1FLOOR COVERING PROVIDE HARDBOARD INSERT OR

NOTE: SAW CUT SHOWN IS FOR SLABS WITHOUT FLOOR COVERING. FOR SLABS WITH

T H

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SLAB REINF

T /4 A

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3/8"

/4

/4

SINGLE LAYER REINFORCEMENT

DOUBLE LAYER REINFORCEMENT

VERTICAL REINF. NOT SHOWN

SPECIFICATIONS (CENTER IN SLAB)

O.C. EPOXY COATED AND OILED PER

" DIA. SMOOTH DOWELS @ 16"4

31'-6" -

WATERSTOP

6" BASE SEAL

ON SLAB JOINT

RESERVOIR CENTERED

SAWCUT SEALANT

WATERSTOP

6" BASE SEAL

WHERE INDICATED

STD. 90 DEG. HOOK

CORNER BAR

VERTICAL REINF. NOT SHOWN

EXTRA VERTICAL BAR EXTRA VERTICAL BAR

HOOKED BAR

REINFORCEMENT

SEE PLAN FOR SLAB

SLABS ONLY)

BARRIER (INTERIOR

15 MIL VAPOR

WATER BARRIER

6" CAPILLARY

WHERE INDICATED

STD. 90 DEG. HOOK

EXTRA VERICAL BARS

VERTICAL REINF. NOT SHOWN

CORNER BAR

EXTRA VERTICAL BARS

VERTICAL REINF. NOT SHOWN

SPECIFICATIONS

O.C. EPOXY COATED AND OILED PER

" DIA. SMOOTH DOWELS @ 16"4

31'-6" -

SLAB REINF

ON SLAB JOINT

RESERVOIR CENTERED

SAWCUT SEALANT

HOOKED BAR

SLAB REINF

SLAB JOINT

CENTERED ON

RESERVOIR

SEALANT

SAWCUT

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

J

A C

K M

A N P .E

MASONRY REINFORCMENT BARS NOTES:

OPENINGS. SEE A5 THIS SHEET.

9. ANCHOR SHEAR REINFORCING WITH A STANDARD HOOK AROUND VERTICAL BARS AT WALL ENDS AND

8. C-C SPACING (S) IS DEFINED AS SHOWN IN D1 THIS SHEET.

5 TIMES BAR DIA. STIRRUPS AND TIES

8 TIMES BAR DIA. #9

6 TIMES BAR DIA. #8 OR SMALLER

7. REINFORCEMENT SHALL HAVE A MINIMUM BEND DIAMETER AS FOLLOWS:

6. CLEAR DISTANCES BETWEEN PARALLEL BARS SHALL NOT BE LESS THAN THE BAR DIAMETER NOR 1 INCH.

BETWEEN THE REINFORCEMENT AND MASONRY UNIT.

5. GROUT SHALL HAVE A MINIMUM THICKNESS OF 1/4" FOR FINE GROUT AND 1/2" FOR COURSE GROUT

1.5" ALL BAR SIZES

B) MASONRY NOT EXPOSED TO EARTH OR WEATHER:

2" #6 OR LARGER

1.5" #5 OR SMALLER

A) MASONRY EXPOSED TO EARTH OR WEATHER:

4. CLEAR COVER SHALL MEET THE FOLLOWING:

C) THE COVER OR C-C BAR SPACING IS NOT AS LISTED BELOW.

B) fy > 60,000 PSI

A) f'm < 2000 PSI

DEVELOPMENT AND SPLICE LENGTH SHALL NOT APPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR:

76" #8

58" #7

43" #6

23" #5

15" #4

12" #3

3. DEVELOPMENT AND SPLICE LENGTHS SHALL BE AS FOLLOWS:

2. ACTUAL REINFORCEMENT YIELD STRENGTH SHALL NOT EXCEED 78 KSI (1.3fy).

THE LEAST CLEAR DIMENSION OF THE CELL. 2

OF THE NOMINAL MEMBER THICKNESS, AND NOT EXCEED 8

11. BARS SHALL BE #9 OR SMALLER, NOT EXCEED

- MAIN REINF.

- LAPPED REINF.

"8

MINIMUM BAR DIAMETER

MINIMUM BAR DIAMETER

MINIMUM BAR DIAMETER

JOINT REINFORCEMENT NOTES:

" OTHERWISE.2

1 WHEN EXPOSED TO EARTH OR WEATHER AND OF

" 8

52. JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR AND HAVE A COVER OF

DIA. BUT NOT LESS THAN 6 INCHES.

1. JOINT REINFORCEMENT SHALL HAVE A MINIMUM DEVELOPMENT LENGTH OF 48 X THE WIRE

ANCHOR BOLTS IN MASONRY NOTES:

BOLTS SHALL BE THE GREATER OF 4 TIMES THE DIAMETER OF THE ANCHOR BOLT AND 2 INCHES.

4. THE MINIMUM PERMISSIBLE EFFECTIVE EMBEDMENT LENGTH OF HEADED AND BENT BAR ANCHOR

OF THE BOLT NOR LESS THAN 1 INCH.

3. CLEAR DISTANCE BETWEEN PARALLEL ANCHOR BOLTS SHALL NOT BE LESS THAN THE DIAMETER

PROVIDED THAT THE SAME LIMITATIONS EXIST WITHIN THE GROUTED CELL.

BOLTS AND MASONRY UNIT. ANCHOR BOLTS MAY BE PLACED IN DRILLED HOLES THROUGH THE SIDE

" IN COURSE GROUT BETWEEN THE ANCHOR 2

1" IN FINE GROUT OR 4

1 TO MANTAIN A MINIMUM OF

2. ANCHOR BOLTS PLACED IN THE TOP OF GROUTED CELLS AND BOND BEAMS SHALL BE POSITIONED

" THICK. 2

" DIAMETER MAY BE PLACED IN MORTAR BED JOINTS THAT ARE AT LEAST4

1 ANCHOR BOLTS OF

1. HEADED AND BENT BAR ANCHOR BOLTS SHALL BE EMBEDDED IN GROUTED CELLS EXCEPT THAT

DETAIL

G8

DETAIL

F8

CMU CONTROL JOINT (MCJ) SECTION

A8

BOND BEAM UNIT AT CORNER

A1

D8

C8

STIRRUPS AND TIES #5 AND SMALLER

D5

BOND-BEAM INTERSECTION DETAIL

C3

REINFORCING C-C SPACING

D1

S-003

F8

S-003

G8

S

LAP SPLICE

L A

P S

P L

IC

E

A N

D X B

A R D

IA

G R

E A

T E

R O

F

"8

"8

MINUS 13 X BAR DIA.

DEVELOPMENT LENGTH

"2

1BAR DIA. AND 2

GREATER OF 4 TIMESMINUS 13 X BAR DIA.

DEVELOPMENT LENGTH

MINUS 13 X BAR DIA.

DEVELOPMENT LENGTH

S A

M E

X B

A R D

IA

END WALL HOOK DETAIL

A5

VERTICAL REINFORCEMENT

THIS SHEET FOR BEND REQUIRMENTS.

IN OPPOSITE DIRECTIONS. REFER TO D8

EITHER SIDE OF VERTICAL BAR AND HOOK

HORIZONTAL REINFORCEMENT, PLACE ON

VERTICAL REINFORCEMENT

PROVIDE STD HOOK AROUND

INTERIOR FACE

"4

1RAKE

BACKER ROD

"4

3RAKE

EXTERIOR FACE

JOINT SEALING SPECIFICATIONS)

ELASTOMERIC SEALANT (SEE

2-#4 BARS

KNOCKOUT SLOTS

BLOCK

SASH

CMU WALL

INTERIOR FACE OF 8"

CONTROL JOINT KEY

ALL CJ

STOP JOINT REINF. AT

BOND BEAM, OR AS SHOWN ON SHEET S-500

INTERMEDIATE BOND BEAMS AND HOOKED INTO TOP

VERTICAL REINFORCING CONTINUOUS THROUGH

BOND-BEAM INTERSECTION DETAIL

HORIZONTAL REINFORCEMENT, SEE

BENT BARS AT CORNERS TO MATCH SIZE OF

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US Army Corps

U .S

A R

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O R

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F E

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3 1 2

SEE ROOF PLAN

5 5

2a a a a a a a

A2

CONTROL BUILDING COMPONENT AND CLADDING PRESSURES

SCALE: NTS

ZONE

+ PRESSURE (PSF) - PRESSURE (PSF)

NOTE: "a" IS EQUAL TO 3'-0"

R O

O F H

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ID

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-19.7

-18.2

-31.04.8

5.3

5.7

12.1

13.6

-12.9

-27.2

WIND PRESSURE SCHEDULE

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SF201

SF201

A1

SF201

A6

SF201

E6

SB301

B7

SB301

E8

24"

44"

24"

B1

CONTROL BUILDING PLAN

SCALE: 1" = 1'-0" 0 1' 2'6"

12'-8"

SLOPE

WALL, SEE SECTIONS ON SB301

SLAB AND FOUNDATION STEM

3/8" EXPANSION JOINT BETWEEN

(12" MIN. BGS)

TOP OF FOOTING

(ELEV. 100'-0")

TOP OF STEM WALL

(ELEV. 100'-0")

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

6" THICK SLAB W/#4

BARS AT DOOR, 4" O.C.

REINFORCEMENT

(2) ADDITIONAL #4

OF ADJACENT SIDEWALK

EXTEND STOOP FULL WIDTH

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US Army Corps

U .S

A R

M Y C

O R

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F E

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A N P .E

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®of Engineers

US Army Corps

U .S

A R

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13'-8"

6"

6"

A1

CONTROL BUILDING ROOF PLAN

SCALE: 1" = 1'-0" 0 1' 2'6"

4'-10" 4'-0" 4'-10"

SLOPE

(T

Y P

SF501

E7

SF501

E1

SF501

E4

IBC 2018, AND UFC 3-301-01.

7. FINAL DESIGN OF COLD FORMED STEEL MUST BE IN ACCORDANCE WITH AISI S100, ASCE 7-16, REQUIREMENTS AS INDICATED.

DEFLECTION AND PERFORMANCE REQUIREMENTS OF 05 30 00 AND 05 40 00 AND THE LOADING

AND THAT FINAL ROOF DESIGN REPRESENTS A COMPLETE AND USABLE SYSTEM MEETING THE

6. CONTRACTOR IS RESPONSIBLE FOR ENSURING COMPATIBILITY OF ALL ROOFING COMPONENTS

PATTERN WITH #12 TEK SCREWS AT A MINIMUM.

5. ATTACHMENT OF STEEL DECK TO COLD FORMED METAL SECTION MUST BE A MINIMUM OF 36-4

4. CONNECTIONS FOR COLD FORMED METAL SECTIONS ARE SCHEMATIC IN NATURE.

3. LISTED SECTION PROPERTIES FOR METAL DECKING ARE MINIMUM REQUIRED.

2. LISTED SIZES FOR COLD FORMED STEEL ROOF MEMBERS ARE MINIMUM REQUIRED SIZES.

STEEL DECKING.

1. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THE COLD FORMED STEEL ROOF AND THE

NOTES:

ROOF LOADING DIAGRAM

SCALE: 1/2" = 1'-0"

D8

D

LOAD

Lr

S

W

EQ

PSF

-31/5.7

+/-3

SF501

C7

D E

C K

IN

G S

P A

N

C JOISTS @ 16" O.C. MAX

6" DEEP COLD-FORMED

C-JOISTS AT ENDS

SECTION TO MATCH

6" DEEP COLD-FORMED

MASONRY WALL BELOW

SEE DETAILS SF501 AS REFERENCE

BETWEEN JOISTS AT PERIMETER

PROVIDE FULL DEPTH BLOCKING

PROVIDE BRACING BETWEEN C-JOISTS AS REQUIRED

SCREWS IN A 36-4 PATTERN (MIN).

FASTEN TO JOISTS WITH #12 TEK

1.5" DEEP, 22 GA STEEL DECKING.

CMU WALL BELOW

COLD FORMED ROOF JOIST

W

D, Lr, S, EQ

N O

R

TH

PLAN

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A R

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O R

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A1

WEST ELEVATION

SCALE: 1/2" = 1'-0"

A6

SOUTH ELEVATION

SCALE: 1/2" = 1'-0"

E6

NORTH ELEVATION

SCALE: 1/2" = 1'-0"

E1

EAST ELEVATION

SCALE: 1/2" = 1'-0"

FINISHED GRADE (TYP.)

FINISHED GRADE (TYP.)

FINISHED GRADE (TYP.)

FINISHED GRADE (TYP.)

F.F. EL.=100'-0" F.F. EL.=100'-0"

F.F. EL.=100'-0"F.F. EL.=100'-0"

0 2' 4'1' 0 2' 4'1'

0 2' 4'1'0 2' 4'1'

F.F. EL.=108'-4"

F.F. EL.=109'-4"

F.F. EL.=109'-4"

F.F. EL.=108'-4"

REINF. @ 32" O.C. (TYP.)

NO. 4 HORIZONTAL

BOND BEAM WITH (2)

BAR (TYP.)

NO. 4 CORNER

(BOTH ENDS)

8" FROM CORNER

ADDITIONAL NO. 4

BAR (TYP.)

NO. 4 CORNER

(BOTH ENDS)

8" FROM CORNER

ADDITIONAL NO. 4

REINF. @ 32" O.C. (TYP.)

NO. 4 HORIZONTAL

BOND BEAM WITH (2)

@ 32" O.C. (TYP.)

NO. 4 VERTICAL REINF.

BARS, FIRST COURSE

8" BOND BEAM W/2 NO. 4

BARS, FIRST COURSE

8" BOND BEAM W/2 NO. 4

STAGGER (TOP COURSE)

8" BOND BEAM W/2 NO. 4 BARS,

STAGGER (TOP COURSE)

8" BOND BEAM W/2 NO. 4 BARS,

BARS (TOP COURSE)

8" BOND BEAM W/2 NO. 4

BARS (TOP COURSE)

8" BOND BEAM W/2 NO. 4

BARS, FIRST COURSE

8" BOND BEAM W/2 NO. 4

REINF. @ 32" O.C. (TYP.)

NO. 4 HORIZONTAL

BOND BEAM WITH (2)

BAR (TYP.)

NO. 4 CORNER

@ 32: O.C. (TYP.)

NO. 4 VERTICAL REINF.

BAR (TYP.)

NO. 4 CORNER

BARS, FIRST COURSE

8" BOND BEAM W/2 NO. 4

@ 32: O.C. (TYP.)

NO. 4 VERTICAL REINF.

OVER ALL WALL OPENINGS.

PLACE CONTINUOUSLY

LINTEL W/2 NO. 4 BARS,

WALL

LINTEL IN CONNECTING

2 NO. 4 BARS FROM

WALL

LINTEL IN CONNECTING

2 NO. 4 BARS FROM

REINF. @ 32" O.C. (TYP.)

NO. 4 HORIZONTAL

BOND BEAM WITH (2)

@ 32" O.C. (TYP.)

NO. 4 VERTICAL REINF.

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US Army Corps

U .S

A R

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A N P .E

EL. 100'-0"

FLOOR

FINISHED

M

IN

EL. 100'-0"

T.O. FDN WALL

12" BGS (MIN)

T.O. FOOTING

"8

E8

TYPICAL STRIP FOOTING SECTION

SCALE: 1" = 1'-0"

1'-0"

1'-8"

3" 1'-2" 3"

1'-2"

7"

8"

SLOPE 1/4":1'-0"

C L

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SEE PLAN

EL. 98'-6"

T.O. FOOTING

EL. 100'-0"

FINISHED FLOOR

B7

STRIP FOOTING AT STOOP

SCALE: 1" = 1'-0"

C L

R

C L

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1'-8"

3"1'-2"3"

0 1' 2'6"

0 1' 2'6"

ASSUMED FINISHED GRADE

9" BELOW FINISHED GRADE

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

(2) #4 BARS @ BASE

#4 HOOK @ 12" O.C.

REQUIREMENTS

REINFORCEMENT

SEE PLAN FOR

PROVIDE MINIMUM OF (3) BARS

#4 BARS @ 12" O.C. HORIZONTAL

TO MATCH CMU BLOCK ABOVE

CONCRETE WALL THICKNESS

(3) #4 BARS

#4 BARS @ 12" O.C.

(3) #4 BARS

(2) #4 BARS

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

3/8" EXPANSION JOINT MATERIAL

(3) #4 BARS

2" RIGID INSULATION

2" RIGID INSULATION

15 MIL VAPOR BARRIER

6" CAPILLARY WATER BARRIER

15 MIL VAPOR BARRIER

6" CAPILLARY WATER BARRIER

JOINT MATERIAL

3/8" EXPANSION

EDGE BEYOND

THICKENED

BOTTOM OF

12" UNCOMPACTED FILL

JOINT REINF. SEE S-003

(SEE CIVIL)

FINISHED GRADE

8" CMU

WALL REINFORCEMENT)

WALL AS DOWEL (32" O.C. TO MATCH

EXTEND EVERYOTHER BAR INTO

(ALTERNATE DIRECTION)

#5 BAR W/STD. HOOK @ 16" O.C.

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US Army Corps

U .S

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SEE NOTE

2'-0"

2'-0"

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TYPICAL OVEREXCAVATION DETAIL

SCALE: NTS

NOTE: SLOPE IN ACCORDANCE WITH REQUIREMENTS OF EM 385-1-1 AND 29 CFR 1926.

OF LOOSE FILL PER LIFT.

+/- 2% OPTIMAL MOISTURE CONTENT. DO NOT EXCEED 8"

OF SECTION 31 00 00. COMPACT TO 95% PROCTOR WITHIN

STRUCTURAL FILL CONFORMING TO THE REQUIREMENTS

6" CAPILLARY WATER BARRIER

SLAB OVER VAPOR BARRIER AND

ON GRADE

AND STRUCTURAL SLABS

SPREAD & STRIP FOOTINGS

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US Army Corps

U .S

A R

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L

6"

7" L

6"

6"

TYP

OPENING WITH ACTUAL MECHANICAL EQUIPMENT SUPPLIED.

NOTE: COORDINATE EXACT SIZE AND LOCATION OF

OPENING

"8

"8

TYP

TYP

C CF SECTION

L

C CF SECTION

L

ROOF STEEL DECK AND ATTACHMENT SCHEDULE

GAGE AND TYPE

STEEL DECK MINIMUM

+I (IN^4/FT) -I (IN^4/FT) +S (IN^3/FT) -S (IN^3/FT)

DECK ATTACHMENT

ENDS AND INTERMEDIATE SUPPORTS SIDE SUPPORTS SIDE LAPS

1.5B22 0.155 0.183 0.186 0.192 1 - #10 TEK SCREWS PER SPAN36-4 #12 TEK SCREWS 1 - #12 TEK SCREW PER SPAN

MINIMUM SECTION PROPERTIES

NOTE: SEE SPECIFICATION SECTION 05 30 0 STEEL DECKS FOR ADDITIONAL REQUIREMENTS.

L3X3X1/4

L

ROOF TO WALL LOW SIDE

SCALE: 1-1/2" = 1'-0"

E7

OUTSIDE OF WALLINSIDE OF WALL

TYP

L

6"

7"

ROOF BEAM ON WALL DETAIL

INSIDE OF WALL OUTSIDE OF WALL

EL. = VARIES

TOP OF CMU WALL

ARCHITECTURAL REQUIREMENTS FOR BUILDING ENVELOPE.

MUST SUFFICIENTLY BRACE AND SUPPORT DECKING AND MEET

SECTION MAY BE USED IN-LIEU OF 3/16" BENT PLATE. CONTRACTOR

2. AT CONTRACTOR'S OPTION APPROPRIATE COLD-FORMED METAL

TOP SURFACE OF THE COLD-FORMED JOISTS.

LEG LENGTH SUCH THAT TOP SURFACE OF PLATE IS FLUSH WITH THE

1. FOR 6"x6"x3/16" BENT PLATE AT TOP OF WALL ADJUST VERTICAL

NOTES:

ROOF TO WALL HIGH SIDE

E4

OUTSIDE OF WALL INSIDE OF WALL

6"

7" " STEEL DECK2

TYP

L

6"

6"

TYP

REQUIRED BY ARCH.

PROVIDE GUTTERING AS

TYP

OUTSIDE OF WALL INSIDE OF WALL

EL. = VARIES

TOP OF CMU WALL

ROOF TO WALL LOW SIDE

C7

NOTE: CONNECTION IS SIMILAR AT OPPOSITE WALL (HIGH SIDE OF ROOF).

TYPICAL ROOF PENETRATION DETAIL

C1

DECK FASTENER LAYOUT

SCALE: NTS

C4

ARCHITECTURAL REQUIREMENTS FOR BUILDING ENVELOPE.

MUST SUFFICIENTLY BRACE AND SUPPORT DECKING AND MEET

SECTION MAY BE USED IN-LIEU OF 3/16" BENT PLATE. CONTRACTOR

2. AT CONTRACTOR'S OPTION APPROPRIATE COLD-FORMED METAL

TOP SURFACE OF THE COLD-FORMED JOISTS.

LEG LENGTH SUCH THAT TOP SURFACE OF PLATE IS FLUSH WITH THE

1. FOR 6"x6"x3/16" BENT PLATE AT TOP OF WALL ADJUST VERTICAL

NOTES:

" STEEL DECK2

HORIZ. JOINT REINF.

8" CMU BOND BEAM W/2-#4 BARS CONT.

(FULL ROOF PERIMETER)

@ 16" O.C. CONT. ALONG WALL

WELDED ANCHOR STUDS

" DIA. ~ x 6" 8 5" P W/ 4

16"X

ACCESSORIES AS REQ'D.

PROVIDE WEB STIFFENERS AND ALL

SUPPLIER/CONTRACTOR PROVIDED DESIGN.

PROVIDE CLIP AND CONNECTION PER METAL

JOIST CLIP TO BEARING PLATE.

PROVIDE WEDLED ATTACHMENT OF

CS600x250

FLUSH FACE (TYP.)

FORMED SECTION AS REQ'D FOR

PROVIDE CUSTOM BREAK COLD

HORIZ. JOINT REINF.

8" CMU BOND BEAM W/2-#4 BARS CONT.

(FULL ROOF PERIMETER)

@ 16" O.C. CONT. ALONG WALL

WELDED ANCHOR STUDS

" DIA. ~ x 6" 8 5" P W/ 4

16"X

BENT P

" CONT. 16

OPTION

AT CONTRACTOR'S

FRAMING MEMBERS

OR COLD FORMED

BETWEEN JOISTS

" CONT. BENT P

" STEEL DECK2

JOIST TOP CHORD

COPE ANGLE LEG

INTERMEDIATE SUPPORT

SIDELAP CONN.

END SUPPORT CONN.

SIDE SUPPORT CONN.

(FULL ROOF PERIMETER)

@ 16" O.C. CONT. ALONG WALL

WELDED ANCHOR STUDS

" DIA. ~ x 6" 8 5" P W/ 4

16"X

HORIZ. JOINT REINF.

BARS CONT. (SEE ELEVATIONS)

8" CMU BOND BEAM W/2-#4

BENT P

" CONT. 16

SCREWS IN 36-4 PATTERN (MIN.)

FORMED SECTION WITH #12 TEK

ROOF DECK, ATTACH TO COLD-

JOIST SECTION

600S250 COLD FORMED

ROOF FLASHING, SEE ARCH.

REQUIRED.

PROVIDE BRACING AND SUPPORTS AS

MATCH DEPTH OF MAIN ROOF SECTIONS.

ROOF FLASHING/FASCIA AS REQUIRED.

COLD-FORMED SECTION TO SUPPORT

BENT P

" CONT. 16

HORIZ. JOINT REINF.

8" CMU BOND BEAM W/2-#4 BARS CONT.

(FULL ROOF PERIMETER)

@ 16" O.C. CONT. ALONG WALL

WELDED ANCHOR STUDS

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16"X

OPTION

AT CONTRACTOR'S

FRAMING MEMBERS

OR COLD FORMED

BETWEEN JOISTS

" CONT. BENT P 16

ROOF FLASHING, SEE ARCH.

FASCIA.

ROOF SLOPE WITH A FLUSH FACE

AS REQUIRED TO MATCH JOIST AND

PROVIDE CUSTOM BREAK SECTION

FASCIA.

ROOF SLOPE WITH A FLUSH FACE

AS REQUIRED TO MATCH JOIST AND

PROVIDE CUSTOM BREAK SECTION

ROOF FLASHING, SEE ARCH.

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SHEETS FOR SIZE

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T.O. PAVEMENT

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8'-6"19'-0"

7.5

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2'-6" 19'-0" 8'-6"

PANELS

METAL FASCIA

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OFFLOAD EQUIPMENT SOUTH ELEVATION

G9 SCALE: 1/8" = 1'-0"

OFFLOAD EQUIPMENT EAST ELEVATION

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OFFLOAD EQUIPMENT CANOPY ROOF PLAN

PLAN

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F5 SCALE: 1/8" = 1'-0"

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

OFFLOAD EQUIPMENT SECTION

D9

201'-6"

17'-0" 17'-0"

PANELS ABOVE

METAL FASCIA

DOWNSPOUT

PANELS ABOVE

METAL FASCIA

DOWNSPOUT

- TYPICAL

STEEL COLUMN

- TYPICAL

STEEL COLUMN

SHEETS FOR INFORMATION

PEDESTAL - SEE STRUCT.

CONCRETE COLUMN

FX

A-5XX

A-5XX

FX

A-103

B6

A-5XX

FX

A-5XX

FX

42'-0" 42'-0" 42'-0"

A B C D E

42'-0"

12'-0"

SHEETS FOR INFORMATION

PEDESTAL - SEE STRUCT.

CONCRETE COLUMN

FX

A-5XX

A-103

B6

A

24'-0"

DOWNSPOUT

- TYPICAL

STEEL COLUMN

12'-0"

CIVIL SHEETS

CONC. CURB SEE

A B

-TYP.

DOWNSPOUT

ELEV.=120'-0"

T.O. METAL PANELS

ELEV.=116'-0"

B.O. METAL PANELS

ELEV.=100'-0"

T.O. PAVEMENT

FIN. FLOOR/

PANELS

METAL FASCIA

COLUMNS

STEEL CANOPY

EC D

A-103

B6

SIM

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A-103

D4

CANOPY FLOOR PLAN - LARGE COMBINED (BID OPTION)

COMBINED TACTICAL & NON-TACTICAL VEHICLE DISPENSER

SCALE: 3/32 = 1'-0"

P L

A N

N O

R T

H

0 20'10'5'

SCALE: 3/32 = 1'-0"

PLAN - INDIVIDUAL (BID OPTION)

VEHICLE DISPENSER CANOPY FLOOR

TACTICAL & NON-TACTICAL

D9

P L

A N

N O

R T

H

B6 SCALE: 3/32 = 1'-0"

CANOPY ELEVATION - LARGE COMBINED (BID OPTION)

COMBINED TACTICAL & NON-TACTICAL VEHICLE DISPENSER

= 100'-0"ELEVATION

FINISH FLOOR

= 109'-4"ELEVATION

TOP OF CMU

BUILDING NUMBER

METAL FASCIA

PREFINISHED

ROOF TRIM

PREFINISHED METAL

ELECTRICAL

- TYP. SEE

LIGHT FIXTURE

CMU WALL

8" GROUND FACE

-SEE STR.

CONCRETE STOOP

GRADE

FINISH

= 108'-4"ELEVATION

TOP OF CMU

= +/- 100'-0"ELEVATION

FINISH FLOOR

= 108'-4"ELEVATION

TOP OF CMU

= 100'-0"ELEVATION

FINISH FLOOR

ELEVATION = 109'-4"

TOP OF CMU

100'-0"ELEVATION

FINISH FLOOR

BUILDING NUMBER

= 100'-0"ELEVATION

FINISH FLOOR

= 108'-4"ELEVATION

TOP OF CMU

SEAM METAL ROOFING

PREFINISHED STANDING

GUTTER

PREFINISHED METAL

DOWNSPOUT

PREFINISHED METAL

CMU WALL

8" GROUND FACE

SPLASHBLOCK

CONCRETE

GRADE

FINISH

METAL FASCIA

PREFINISHED

CMU WALL

8" GROUND FACE

STOOP

CONCRETE

GRADE

FINISH

FACILITY REQUIREMENTS

SIGN - PER INSTALLATION

BUILDING NUMBER

DOWNSPOUT

PREFINISHED METAL

SPLASHBLOCK

CONCRETE

METAL FASCIA

PREFINISHED

CMU WALL

8" GROUND FACE

GRADE

FINISH

FACILITY REQUIREMENTS

SIGN - PER INSTALLATION

BUILDING NUMBER

DOWNSPOUT

PREFINISHED METAL

SPLASHBLOCK

CONCRETE

METAL FASCIA

PREFINISHED

CMU WALL

8" GROUND FACE

CONC. STOOP

GRADE

FINISH

STEEL DOOR FRAME

DOOR AND PRESSED

HOLLOW METAL

INSULATED

DOWNSPOUT

PREFINISHED METAL

SEAM METAL ROOFING

PREFINISHED STANDING

GUTTER

PREFINISHED METAL

- SEE STRUCTURAL

CONCRETE FLOOR SLAB

CONCRETE SPLASHBLOCK

- SEE STRUCTURAL

CONCRETE FOUNDATION

PERIMETER INSULATION

ON 4" STEEL STUDS @ 16" O.C.

5/8" GYPSUM WALLBOARD

2" RIGID INSULATION (R-13)

A-301

E2

= 109'-4"ELEVATION

TOP OF CMU

ELEVATION = VARIES

FINISH GRADE

ELEVATION = VARIES

FINISH GRADE

STOOP

CONCRETE

= +/- 100'-0"ELEVATION

FINISH FLOOR

= 107'-4"ELEVATION

TOP OF DOOR/WINDOW OPENING

-SEE STR.

FOUNDATION WALL

CONCRETE

TOP OF CMU

ELEVATION = 108'-4"

A-301

E6

FOUNDATION WALL

CONCRETE

FOUNDATION WALL

CONCRETE

ELEVATION = VARIES

TOP OF CMU

100'-0"ELEVATION

FINISH FLOOR

METAL FASCIA

PREFINISHED

CMU WALL

8" GROUND FACE

GRADE

FINISH

SOFFIT

PREFINISHED METAL

SEAM METAL ROOFING

PREFINISHED STANDING

FASCIA AND TRIM

PREFINISHED METAL

- SEE STRUCTURAL

CONCRETE FOUNDATION

- SEE STRUCTURAL

CONCRETE FLOOR SLAB

ON 4" STEEL STUDS @ 16" O.C.

5/8" GYPSUM WALLBOARD

PERIMETER INSULATION

2" RIGID INSULATION (R-13)

A-301

E9

TOP OF CMU

ELEVATION = VARIES

A-301

E9

OPP.

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US Army Corps

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A-201

E2

WEST ELEVATION

SCALE: 1/4" = 1'-0" E5

NORTH ELEVATION

SCALE: 1/4" = 1'-0"

EAST ELEVATION

F2 SCALE: 1/4" = 1'-0" F5

SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

BUILDING SECTION

F8

4' 8'0 2'

SCALE: 1/4" = 1'-0"

BUILDING SECTION

E8

DOWNSPOUT

PREFINISHED METAL

SEAM METAL ROOFING

PREFINISHED STANDING

GUTTER

PREFINISHED METAL

CONCRETE SPLASHBLOCK

- SEE STRUCTURAL

CONCRETE FLOOR SLAB

ON 2-1/2" STEEL STUDS @ 16" O.C.

5/8" GYPSUM WALLBOARD

PERIMETER INSULATION

- SEE STRUCTURAL

AND FOOTING

CONCRETE FOUNDATION

STRUCTURAL

FILLED - SEE

CMU WALL - GROUT

8" GROUND FACE

= 100'-0"ELEVATION

FINISH FLOOR

DRAWINGS FOR MORE INFORMATION

FRAMING - SEE STRUCTURAL

COLD-FORMED STEEL

RUBBER BASE

INSULATION - R = 13

2" RIGID BOARD

VAPOR BARRIER

BARRIER

CAPILLARY WATER

COMPACTED FILL

A-501

E7

TOP OF CMU

ELEVATION = 108'-4"

ELEVATION = 109'-4"

TOP OF CMU

SEAM METAL ROOFING

PREFINISHED STANDING

FASCIA

PREFINISHED METAL

ROOF EDGE TRIM

PREFINISHED METAL

STRUCTURAL

FILLED - SEE

CMU WALL - GROUT

8" GROUND FACE

- SEE STRUCTURAL

AND FOOTING

CONCRETE FOUNDATION

CONCRETE STOOP

METAL DOOR

INSULATED HOLLW

W/ SPF INSULATION

DOOR FRAME - FILL

PRESSED STEEL

PERIMETER INSULATION

COMPACTED FILL

BARRIER

CAPILLARY WATER

- SEE STRUCTURAL

CONCRETE FLOOR SLAB

RUBBER BASE

VAPOR BARRIER

INSULATION - R = 13

2" RIGID BOARD

ON 2 1/2" STEEL STUDS @ 16" O.C.

5/8" GYPSUM WALLBOARD

CHANNELS - SEE STR.

COLD-FORMED STEEL

- SEE STR.

STEEL ROOF DECK

UNDERLAYMENT BD

MEMBRANE ON 1/2"

VAPOR RETARDER

INSULATION (R-35 MIN)

6" RIGID ROOF

SHIELD/AIR BARRIER

CONT. ICE AND WATER

A-501

E3

A-501

B3

SEAM METAL ROOFING

PREFINISHED STANDING

STRUCTURAL

FILLED - SEE

CMU WALL - GROUT

8" GROUND FACE

TOP OF CMU

ELEVATION = VARIES

SOFFIT

PREFINISHED METAL

AND FASCIA

ROOF EDGE TRIM

PREFINISHED METAL

= 100'-0"ELEVATION

FINISH FLOOR

= 100'-0"ELEVATION

FINISH FLOOR

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®of Engineers

US Army Corps

U .S

A R

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O R

P S O

F E

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IN

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A-301

WALL SECTION

SCALE: 3/4" = 1'-0"

0 1' 2' 3'

E6

WALL SECTION

SCALE: 3/4" = 1'-0" E8

WALL SECTION

SCALE: 3/4" = 1'-0"

SEAM METAL ROOFING

PREFINISHED STANDING

GUTTER

PREFINISHED METAL

- GROUT CELLS FULL

8" GROUND FACE CMU

MATCH ROOF COLOR

EAVE FLASHING TO

PREFINISHED METAL

WALLBOARD

5/8" GYPSUM

FRAMING @16" O.C.

2 1/2" STEEL STUD

INSUALTION - R-13

2" RIGID BOARD

FRAMING - SEE STRUCT

COLD-FORMED STEEL

WALLBOARD

5/8" GYPSUM - SEE STRUCTURAL

STEEL ROOF DECK

INSULATION ( R-35 TOTAL)

RIGID ROOF

- GROUT CELLS FULL

8" GROUND FACE CMU

TOP OF CMU

SEAM METAL ROOFING

PREFINISHED STANDING

ELEVATION = 109'-4"

TOP OF CMU

ELEVATION = 108'-4"

FRAMING @16" O.C.

2 1/2" STEEL STUD

INSUALTION - R-13

2" RIGID BOARD

MEMBRANE

VAPOR RETARDER

MEMBRANE

VAPOR RETARDER

BARRIER MEMBRANE

FLUID APPLIED AIR

BARRIER MEMBRANE

FLUID APPLIED AIR

SPF INSULATION

SPF INSULATION

DOWNSPOUT

PREFINISHED METAL

UNDERLAYMENT BD

MEMBRANE ON 1/2"

VAPOR RETARDER

INSULATION (R-35 MIN)

6" RIGID ROOF

SHIELD/AIR BARRIER

CONT. ICE AND WATER

- SEE STRUCTURAL

STEEL ROOF DECK

AND BACKER ROD

CONTINUOUS SEALANT

SOFFIT ASSEMBLY

PREFINISHED METAL

FORMING DRIP

FASCIA AND CONT. CLEAT

PREFINISHED SHEET METAL

PLATE - SEE STR

CONT. BENT STEEL

OF 3/8" DIA. BOLTS @ 24" O.C.

AND SECURED WITH 2 ROWS

SEPARATED BY 2" BY 4",

CONT. 3/4" PLYWOOD

AND SPACERS

SUPPORT BRACKET

CONT. GUTTER

UNDERLAYMENT BD

MEMBRANE ON 1/2"

VAPOR RETARDER

INSULATION (R-35 MIN)

6" RIGID ROOF

SHIELD/AIR BARRIER

CONT. ICE AND WATER

PLATE - SEE STR

CONT. BENT STEEL

FORMING DRIP

FASCIA AND CONT. CLEAT

PREFINISHED SHEET METAL

SOFFIT ASSEMBLY

PREFINISHED METAL

AND BACKER ROD

CONTINUOUS SEALANT

ROOF COLOR

AND TRIM TO MATCH

ROOF EDGE FLASHING

PREFINISHED METAL

BOLTS @ 24" O.C.

ROWS OF 3/8" DIA.

AND SECURED WITH 2

SEPARATED BY 2" BY 4",

CONT. 3/4" PLYWOOD

CONT. CLEAT - TYP.

FRAMING - SEE STRUCT

COLD-FORMED STEEL

SEAM METAL ROOFING

PREFINISHED STANDING

FASCIA

PREFINISHED METAL

MATCH ROOF COLOR

RAKE FLASHING TO

PREFINISHED METAL

TOP OF CMU

ELEVATION = 108'-4"

PLATE - SEE STR

CONT. BENT STEEL

OF 3/8" DIA. BOLTS @ 24" O.C.

AND SECURED WITH 2 ROWS

SEPARATED BY 2" BY 4",

CONT. 3/4" PLYWOOD

- GROUT CELLS FULL

8" GROUND FACE CMU

AND BACKER ROD

CONTINUOUS SEALANT

SOFFIT ASSEMBLY

PREFINISHED METAL

FORMING DRIP

FASCIA AND CONT. CLEAT

PREFINISHED SHEET METAL

WALLBOARD

5/8" GYPSUM

FRAMING @16" O.C.

2 1/2" STEEL STUD

MEMBRANE

VAPOR RETARDER

BARRIER MEMBRANE

FLUID APPLIED AIR

SPF INSULATION

UNDERLAYMENT BD

MEMBRANE ON 1/2"

VAPOR RETARDER

INSULATION (R-35 MIN)

6" RIGID ROOF

SHIELD/AIR BARRIER

CONT. ICE AND WATER

- SEE STRUCTURAL

STEEL ROOF DECK

FRAMING - SEE STRUCT

COLD-FORMED STEEL

INSUALTION - R-13

2" RIGID BOARD

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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E3

ROOF EDGE DETAIL @ HIGH EAVE

SCALE: 3" = 1'-0"

C7

ROOF EDGE DETAIL @ LOW EAVE - GUTTER

SCALE: 3" = 1'-0"

0 3" 6" 9" 12"

E7

ROOF EDGE DETAIL @ LOW EAVE - GUTTER

SCALE: 3" = 1'-0"

MANUFACTURER FINISH

OPENING TYPE WIDTH HEIGHT MATERIAL

101 NL 3'-0" 7'-0" HM

DOOR TYPE DESIGNATION:

NL NARROW LIGHT

SPACE NAME

FLOOR

MATERIAL FINISH

BUILDING

CONTROL

CONC

SCHEDULE ABBREVIATIONS:

VCT VINYL COMPOSITE TILE

PT PAINT

RB RUBBER BASE

GWB GYPSUM WALLBOARD

GLASS SCHEDULE

FUELING STATION CONTROL BUILDING

GL-1 1" INSULATING GLASS

VCT

CONC CONCRETE

EXP EXPOSED

SCHEDULE ABBREVIATIONS:

ALUM ALUMINUM

REMARKS

REMARKS

HEIGHT

VARIES -

DOOR DATA FRAME DATA DETAIL MISCELLANEOUS

GLASS TYPE MATERIAL FINISH HEAD JAMB SILL FIRE LABEL HDWR SET

GL - 1 1 HM PT

ABBREVIATIONS:

HM HOLLOW METAL

FINISH SCHEDULE

BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING

MATERIAL MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL

RB GWB PT GWB PT GWB PT GWB PT EXP

MATL MATERIAL

MMF MANUFACTURE'S FINISH

MTL METAL

FINISH

PT

PT PAINT

-1

FINISH

PT

MMF

B2/A-701D2/A-701F2/A-701

DOOR SCHEDULE

DOOR TYPE

NOT TO SCALE

NL

DOOR FRAME TYPE

A S S

C H

E D

U L E

D

SCHED

AS

2"

WINDOW TYPE

FLOOR

GLASS GL-1

6"

"GL-1

GLASS -

ROOM

NUMBER

F5/A-701 D5/A-701 B5/A-701

1. SEE SPECIFICATION SECTION 09 90 00 FOR PAINT GLOSS LEVELS.

GENERAL NOTES:

5. EXPOSED STRUCTURE SHALL BE PAINTED.

FLOOR FINISH TREATMENT.

4. SEE SPECIFICATION SECTION 03 30 00.00 10 FOR CONCRETE

3. NOT USED.

COATING SYSTEM.

2. ALL INTERIOR WALL SURFACES (GWB) SHALL RECEIVE A PAINT

EXTERIOR BUILDING COLORS.

1. SEE COLOR NOTES THIS DRAWINGS FOR INTERIOR AND

ROOM FINISH SCHEDULE REMARKS:

3.7 GLASS SHALL BE CLEAR.

3.6 LOUVERS SHALL MATCH THE ADJACENT WALL IN COLOR.

OR PAINTED TO MATCH MEDIUM BRONZE ANODIZED ALUMINUM.

AND EXTERIOR) SHALL BE MEDIUM BRONZE ANODIZED ALUMINUM

3.5. DOORS, DOOR FRAMES AND WINDOW FRAMES (INTERIOR

3.4. MORTAR SHALL BE STANDARD GRAY.

MATCH ROOF COLOR.

3.3. GUTTERS, DOWNSPOUTS, SOFFITS, AND PIPE GUARDS SHALL

CONTRACTING OFFICER.

MUTUAL MATERIALS, COLOR MESA TAN AS APPROVED BY THE

3.2. GROUND AND POLISHED CMU SHALL MATCH MANUFACTURER,

AND SIMILAR ITEMS.

TRIM, SOFFITS, PIPES, CONDUITS, ELECTRICAL APPURTENANCES,

SHEET METAL FLASHINGS AND TRIM, MECHANICAL UNITS, ROOF

ROOF COLOR APPLIES TO EXTERIOR ROOF SURFACES INCLUDING

MANUFACTURER AEP SPAN, COLOR COOL WEATHERED COPPER.

3.1. STANDING SEAM METAL ROOF, SOFFIT, AND FASCIA SHALL MATCH

3. EXTERIOR:

2.13 NOT USED.

2.12 NOT USED.

WILLIAMS SW7649 SILVERPLATE, RULE LINE TO BE BLACK.

URBANE BRONZE, SIGNAGE BACKGROUND TO MATCH SHERWIN

2.11.SIGNAGE TEXT TO MATCH SHERWIN WILLIAMS SW7048

2.10 NOT USED.

2.9. NOT USED.

2.8. NOT USED.

2.7. NOT USED.

MEDIUM BRONZE ANODIZED ALUMINUM.

SW 7048 URBANE BRONZE. ALUMINUM WINDOWS SHALL BE

2.6. DOORS AND DOOR FRAMES SHALL MATCH SHERWIN WILLIAMS

2.5. NOT USED.

2.4. NOT USED.

2.3. RESILIENT/RUBBER BASE SHALL MATCH ROPPE 193 BLACK BROWN.

STANDARD WHITE.

2.2. CEILINGS/EXPOSED STRUCTURE SHALL MATCH MANUFACTURER'S

SW7649 SILVERPLATE.

2.1. WALLS SHALL BE PAINTED TO MATCH SHERWIN WILLIAMS

2. INTERIOR:

DISTRICT, INDUSTRIAL AREA).

ARCHITECTURAL APPEARANCE STANDARDS (LEWIS NORTH

1.4. COLORS SHALL BE IN ACCORDANCE WITH THE JBLM

ITEMS.

PANELS, ACCESS PANELS, CONDUIT, GRILLES…