Revised Drawings.PDF

US Army Corps of Engineers ®

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SHEET LIST

SHEET NUMBER Sheet Name

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

G-010 CODE ANALYSIS

G-011 CODE COMPLIANCE SITE PLAN

G-101 LIFE SAFETY FLOOR PLAN

CIVIL

C-001 CIVIL LEGENDS AND ABBREVIATIONS

C-002 CIVIL GENERAL NOTES

C-003 EROSION CONTROL GENERAL NOTES

C-004 CONSTRUCTION ACCESS & STAGING PLAN

VF101 EXISTING CONDITIONS PLAN

BB601 CIVIL BORING LOCATION PLAN

BB602 CIVIL BORE LOGS

CD101 DEMOLITION PLAN

CS101 CIVIL SITE PLAN BASE BID

CS102 CIVIL SITE PLAN BASE BID HORIZONTAL CONTROL

CS103 CIVIL SITE PLAN OPTION

CG101 EROSION CONTROL PLAN 1 OF 2

CG102 EROSION CONTROL PLAN 2 OF 2

CG103 GRADING PLAN

CG104 DRAINAGE PLAN

CG201 STORMWATER PROFILES

CG301 SITE SECTIONS - SHEET 1 OF 2

CG302 SITE SECTIONS - SHEET 2 OF 2

CU101 UTILITY PLAN

CU102 UTILITY HORIZONTAL CONTROL

CU201 UTILITY PROFILES - 1 OF 7

CU202 UTILITY PROFILES - 2 OF 7

CU203 UTILITY PROFILES - 3 OF 7

CU204 UTILITY PROFILES - 4 OF 7

CU205 UTILITY PROFILES - 5 OF 7

CU206 UTILITY PROFILES - 6 OF 7

CU207 UTILITY PROFILES - 7 OF 7

C-501 SITE DETAILS 1 OF 12

C-502 SITE DETAILS 2 OF 12

C-503 SITE DETAILS 3 OF 12

C-504 SITE DETAILS 4 OF 12

C-505 SITE DETAILS 5 OF 12

C-506 SITE DETAILS 6 OF 12

C-507 SITE DETAILS 7 OF 12

C-508 SITE DETAILS 8 OF 12

C-509 SITE DETAILS 9 OF 12

C-510 SITE DETAILS 10 OF 12

C-511 SITE DETAILS 11 OF 12

C-512 SITE DETAILS 12 OF 12

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-101 FOUNDATION PLAN

S-102 LOWER ROOF FRAMING PLAN

S-103 BRIDGE CRANE AND UPPER ROOF FRAMING PLAN

S-201 FRAMING ELEVATIONS 1 OF 6

S-202 FRAMING ELEVATIONS 2 OF 6

S-203 FRAMING ELEVATIONS 3 OF 6

S-204 FRAMING ELEVATIONS 4 OF 6

S-205 FRAMING ELEVATIONS 5 OF 6

S-206 FRAMING ELEVATIONS 6 OF 6

S-210 BRACE FRAME ELEVATIONS 1 OF 2

S-211 BRACE FRAME ELEVATIONS 2 OF 2

S-301 FOUNDATION DETAILS 1 OF 3

S-302 FOUNDATION DETAILS 2 OF 3

S-303 FOUNDATION DETAILS 3 OF 3

S-401 MASONRY DETAILS 1 OF 3

S-402 MASONRY DETAILS 2 OF 3

S-403 MASONRY DETAILS 3 OF 3

S-501 TYPICAL STRUCTURAL DETAILS 1 OF 4

S-502 TYPICAL STRUCTURAL DETAILS 2 OF 4

S-503 TYPICAL STRUCTURAL DETAILS 3 OF 4

S-504 TYPICAL STRUCTURAL DETAILS 4 OF 4

S-510 TYPICAL CRANE RAIL DETAILS

S-511 ROOF FRAMING SECTIONS 1 OF 2

S-512 ROOF FRAMING SECTIONS 2 OF 2

S-520 BRACE DETAILS 1 OF 3

S-521 BRACE DETAILS 2 OF 3

S-522 BRACE DETAILS 3 OF 3

ARCHITECTURAL

A-002 GENERAL ABA NOTES

A-003 TYPICAL ABA DETAILS

A-010 BUILDING AIR BARRIER PLANS

A-011 BUILDING AIR BARRIER SECTIONS

A-100 DEPARTMENT PLAN

A-101 FIRST FLOOR PLAN

A-102 FIRST FLOOR FURNITURE / INTERIOR DIMENSION PLAN

A-103 HIGH SIMULATOR BAY / LOWER ROOF PLAN

A-104 UPPER ROOF PLAN

A-105 FIRST FLOOR REFLECTED CEILING PLAN

A-106 HIGH SIMULATOR BAY REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-203 ENLARGED EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-402 ENLARGED IG ROOM PLAN AND DETAILS

A-403 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-501 PARTITION TYPES

A-502 EXTERIOR WALL TYPES

A-531 WALL DETAILS 1 OF 3

A-532 WALL DETAILS 2 OF 3

A-533 WALL DETAILS 3 OF 3

A-541 PLAN DETAILS 1 OF 3

SHEET LIST

SHEET NUMBER Sheet Name

A-542 PLAN DETAILS 2 OF 3

A-543 PLAN DETAILS 3 OF 3

A-601 DOOR & ROOM FINISH SCHEDULES, DOOR AND FRAME TYPES

A-602 DOOR DETAILS 1 OF 2

A-603 DOOR DETAILS 2 OF 2

A-604 WINDOW TYPES AND DETAILS

A-605 STOREFRONT DETAILS

A-701 SIGNAGE PLAN AND NOTES

A-702 SIGNAGE SCHEDULE DETAILS

FIRE PROTECTION

F-101 FIRE PROTECTION FLOOR PLAN

F-401 FIRE PROTECTION ENLARGED PLANS

F-501 FIRE PROTECTION DETAILS

F-502 FIRE PROTECTION DETAILS - BID OPTION

FA001 FIRE ALARM SYMBOLS AND ABBREVIATIONS

FA101 FIRE ALARM FLOOR PLAN

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

FA503 FIRE ALARM DETAILS

PLUMBING

P-001 PLUMBING LEGEND

P-100 FOUNDATION PLUMBING PLAN

P-101 PLUMBING PLAN

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLAN - BID OPTION

P-601 PLUMBING SCHEDULES

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS

M-101 HVAC PLAN

M-301 HVAC SECTIONS

M-401 HVAC ENLARGED PLANS

M-501 MECHANICAL DETAILS 1 OF 3

M-502 MECHANICAL DETAILS 2 OF 3

M-503 MECHANICAL DETAILS 3 OF 3

M-601 HVAC SCHEDULES 1 OF 2

M-602 HVAC SCHEDULES 2 OF 2

M-701 MECHANICAL CONTROLS 1 OF 4

M-702 MECHANICAL CONTROLS 2 OF 4

M-703 MECHANICAL CONTROLS 3 OF 4

M-704 MECHANICAL CONTROLS 4 OF 4

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS 1 OF 2

E-002 SYMBOLS AND ABBREVIATIONS 2 OF 2

E-101 LIGHTING PLAN

E-110 POWER PLANS

E-111 ROOF PLAN AND LIGHTNING PROTECTION LAYOUT

E-501 ELECTRICAL DETAILS 1 OF 3

E-502 ELECTRICAL DETAILS 2 OF 3

E-503 ELECTRICAL DETAILS 3 OF 3

E-510 LUMINAIRE PLATES, INTERIOR

E-511 LUMINAIRE PLATES, EXTERIOR

E-512 LIGHTING DETAILS

E-600 LOW VOLTAGE POWER ONE-LINE DIAGRAM AND FEEDER SCHEDULE

E-601 MEDIUM VOLTAGE POWER ONE-LINE DIAGRAM

E-701 ELECTRICAL PANEL SCHEDULES

E-702 ELECTRICAL PANEL SCHEDULES

E-710 LIGHTING SCHEDULE AND DETAILS

EG110 GROUNDING PLAN AND DIAGRAM

ES101 ELECTRICAL SITE PLAN

ES102 LIGHTING SITE PLAN

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS SYMBOLS AND ABBREVIATIONS

T-101 TELECOMMUNICATIONS FLOOR PLAN

T-102 TELECOMMUNICATIONS RCP

T-401 TELECOMMUNICATIONS ENLARGED FLOOR PLAN - SECURE TELECOM ROOM 112

T-402 TELECOMMUNICATIONS ENLARGED FLOOR PLAN - COMPUTER IMAGE GENERATOR ROOM 118

T-501 TELECOMMUNICATIONS DETAILS 1

T-502 TELECOMMUNICATIONS DETAILS 2

T-503 TELECOMMUNICATIONS DETAILS 3

T-504 TELECOMMUNICATIONS DETAILS 4

T-505 TELECOMMUNICATIONS DETAILS 5

T-601 TELECOMMUNICATIONS RISER DIAGRAMS

TS101 TELECOMMUNICATIONS SITE PLAN

TY101 SECURITY FLOOR PLAN

TY102 BLUE LIGHT FLOOR PLAN

TY501 SECURITY DETAILS

TY502 SECURITY DETAILS

DRAWING SHEET TOTAL: 172

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TOTAL GENERAL SHEETS

TOTAL CIVIL SHEETS

TOTAL STRUCTURAL SHEETS

TOTAL ARCHITECTUAL SHEETS

TOTAL PLUMBING SHEETS

TOTAL MECHANICAL SHEETS

TOTAL ELECTRICAL SHEETS

TOTAL TELECOMMUNICATIONS SHEETS

TOTAL FIRE PROTECTION SHEETS

01_LEVEL_FF

0' - 0"

01_LEVEL LOW

ROOF_TOS

14' - 1"

00_LEVEL_TOF

-4' - 0"

E D C.4 B.6 ABC B.2

02_LEVEL_LOW

ROOF_TOS

36' - 10"

01_LEVEL WRAP

AROUND HIGH

ROOF_TOS

20' - 1"

01_LEVEL HIGH

ROOF_TOS

22' - 10"

02_LEVEL_HIGH

ROOF_TOS

46' - 6"

TOS CRANE FRAMING

31' - 2"

LATERAL FRAMING @

ROLLUP DOOR

27' - 6"

01_LEVEL LOW ROOF

BUMPOUT_TOS

12' - 0"

9' - 4" 22' - 6" 16' - 0" 13' - 0" 13' - 6" 4' - 8" 10' - 10"

1.5" METAL DECK W COLUMN

BRACING

BEYOND

SPANDREL BEAM

CRANE BEAM

1.5" METAL DECK

BRIDGE CRANE

BRACING

SPANDREL BEAM

DOUBLE ANGLE

OUTRIGGER

18" CMU BOND

BEAM

18" CMU BOND

BEAM

18" CMU BOND

BEAM

SPANDREL BEAM

US Army Corps of Engineers ®

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1/4" = 1'-0"1

BLDG SECTION - GL 1

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0 2' 4' 8'

01_LEVEL LOW

ROOF_TOS

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00_LEVEL_TOF

-4' - 0"

1 2 2.81.9 43

02_LEVEL_LOW

ROOF_TOS

36' - 10"

01_LEVEL WRAP

AROUND HIGH

ROOF_TOS

20' - 1"

01_LEVEL HIGH

ROOF_TOS

22' - 10"

02_LEVEL_HIGH

ROOF_TOS

46' - 6"

1.5 2.5

TOS CRANE FRAMING

31' - 2"

LATERAL FRAMING @

ROLLUP DOOR

27' - 6"

01_LEVEL LOW ROOF

BUMPOUT_TOS

12' - 0"

1.4 2.6 3.2 3.9

1.5" METAL DECK

STEEL JOISTS,

SEE PLANS

BRACING BEYOND

W COLUMN

1.5" METAL DECK

BRACING

CRANE BEAM

14' - 7" 1' - 5" 13' - 4" 4' - 6" 8' - 2" 13' - 1" 2' - 11" 7' - 1" 7' - 3" 2' - 9" 18' - 1"

18" CMU BOND BEAM

18" CMU BOND BEAM

S-512

S-512

S-512

BASEPLATE = PL5/8X15X16

ANCHORAGES = TWO 1/2"x7"

CAST-IN-PLACE ANCHORS: ONE

ON EACH SIDE OF THE COLUMN

L4x4x3/4 L4x4x3/4

SLOPED BOND

BEAM (N.T.S), SEE

DTL 5/S-401

US Army Corps of Engineers ®

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1/4" = 1'-0"1

BLDG SECTION - GL B

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CL

CL

T Y

P

/2

TYP

4 3/8"

T Y

P 1 1

/4"

T Y

P

R A

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L

13/16"Ø

STD HOLE

6" STD PIPE

BOLLARD

1/2" BASEPLATE

1/4 1 1/4"

/2

ROUND TOP 1/2"

CONC FILLED 6"Ø

STD PIPE BOLLARD

1/2" BASEPLATE

CONCRETE SLAB

3/4"Ø EXPANSION

ANCHOR W/ 5" EMBED

OR APPROVED EQUAL

CL BOLLARD

NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS

FOR BOLLARD LOCATIONS.

2. BOLLARDS SHALL NOT BE ANCHORED

TO TOPPING SLABS OR SIDEWALKS

UNLESS NOTED OTHERWISE.

S-502

TYPICAL BEAM WEB OPENING NOTES:

1. THE GRADE OF STEEL (Fy) OF ALL REINFORCING

PLATES & WEB DOUBLERS SHALL BE EQUAL TO THE

GRADE OF STEEL (Fy) OF THE BEAM BEING

REINFORCED.

2. USE THESE DETAILS TO REINFORCE ALL WEB

OPENINGS UNLESS OTHER SPECIFIC REINFORCING

PLATES ARE CALLED FOR ON THE DRAWINGS.

3. SOME SMALL WEB PENETRATIONS MAY NOT REQUIRE

WEB REINFORCING. REINFORCING MAY BE OMITTED

ONLY WHEN SPECIFIC DIRECTION IS GIVEN ON THE

FRAMING PLAN THAT WEB REINFORCING IS NOT

REQUIRED.

4. MAXIMUM D = 0.60 d FOR W18 & DEEPER

= 0.563 d FOR W16 (9" OPENING) = 0.50 d FOR W12 & W14

(THIS DETAIL DOES NOT APPLY TO BEAMS SHALLOWER THAN 12")

5. MINIMUM S OR S = 0.20 d FOR W18 & DEEPER

= 3.5" FOR W16

= 0.25 d FOR W12 & W14

6. THE MAXIMUMS & MINIMUMS SHOWN IN NOTES 4 & 5 DO NOT

HAVE TO OCCUR SIMULTANEOUSLY - A SHALLOWER DEPTH

OPENING MAY BE SHIFTED UP OR DOWN FROM MID - DEPTH,

RESULTING IN A MINIMUM Sb OR St

7. MAXIMUM LENGTH OF OPENING (a ) IS DEPENDENT UPON Sb OR St : a < 8xS OR 8xS . WHICHEVER IS SMALLER MAXIMUM

8. THE WELD WITHIN THE LENGTH OF THE OPENING SHALL RESIST

TWICE THE YIELD STRENGTH (∅ FyAr) OF THE WEB REINFORCING

PLATE, UNLESS OTHERWISE NOTED.

9. THE WELDS IN EACH EXTENSION OF THE WEB REINFORCING PLATE

BEYOND THE ENDS OF THE OPENING SHALL DEVELOP THE YIELD

STRENGTH OF THE WEB REINFORCING PLATE. MINIMUM WELD SIZE

PER TABLE J2.4, AISC SPECIFICATIONS.

10. CORNER RADII SHALL NOT BE LESS THAN TWICE THE THICKNESS

OF THE BEAM WEB.

11. TWO ADJACENT WEB OPENINGS SHALL BE SEPARATED BY A

MINIMUM DISTANCE BETWEEN EDGES OF OPENINGS EQUAL TO THE LARGER

OF THE TWO WEB OPENINGS LENGTHS.

12. NO BEAM PENETRATIONS WILL BE ALLOWED WITHOUT REVIEW AND UNLESS

SIZE & LOCATION ARE SHOWN ON PLAN.

TYPICAL BEAM WEB OPENING FRAMING NOTES:

1. THE NEAREST EDGE OF ANY WEB OPENING SHALL BE AT LEAST A

DISTANCE d FROM A BEAM SUPPORT.

2. NO CONCENTRATED LOAD SHALL BE LOCATED WITHIN A LENGTH

d FROM THE WEB OPENING.

3. NO BEAM SHALL BE FRAMED INTO THE BEAM CONTAINING THE WEB

OPENING WITHIN A DISTANCE OF d /2 FROM THE EDGE OF THE OPENING. ANY BEAM LOCATED BETWEEN A DISTANCE OF d /2 & d

FROM THE EDGE OF AN OPENING SHALL BE FRAMED TO FULL

DEPTH STIFFENERS ON EACH SIDE OF THE WEB.

4.25" 4.75"

MAXIMUM HOLE

DIAMETER:

WEB DOUBLER

MAXIMUM HOLE:

HORIZONTAL

WEB PL'S

5.0" 5.5"

6.0" 6.0"

7.0" 7.0"

6.25"

7.25"

8.5"

10.0"

11.0"

13.0"

14.5"

15.5"

16.5"

18.5"

9.0"

11.0"

12.5"

14.5"

16.0"

18.0"

20.0"

21.5"

24.0"

26.0"

(2D + 1")

(2 D

O F

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1'-0"

9"D = 18" OR LESS

D = 19" OR MORE

O F O

P N

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D

D

IA

S b S t

REINFORCING PLATES

EACH SIDE OF WEB,

TOP & BOTTOM. SEE

TABLE OF WEB

REINFORCING PLATES.SEE

NOTE 9

FOR MINIMUM St OR Sb

SEE NOTES

DOUBLER PLATE ON ONE SIDE OF WEB.

THICKNESS = WEB (tw) ROUNDED UP TO

NEAREST 1/8", I.E. 1/4", 3/8", 1/2", 5/8", ETC.

(Fy OF STEEL TO MATCH BEAM)

TYP

*** MINIMUM WELD SIZE PER

TABLE J2.4, AISC SPECIFICATIONS

CIRCULAR OPENING WITH

WEB DOUBLER PLATE

CIRCULAR OPENING WITH

HORIZONTAL WEB PLATES

CIRCULAR OPENINGS - MAXIMUM DIAMETERS OF

UNREINFORECED & REINFORCED OPENINGS

BEAM SIZE

W12 (40 #/F & UP)

(35 #/F & LESS)

W16

W21

W24

W27

W33

W36

W40

W44

W18

W14 (43 #/F & UP)

(38 #/F & LESS)

W30

3.0" 3.0"

4.0"

MAXIMUM HOLE

DIAMETER:

UNREINFORCED

3.5" 3.5"

4.5"

5.0"

6.0"

6.5"

7.5"

8.0"

9.0"

10.0"

11.0" d d

1/4

TYP.

HANGER ROD SPACING TO BE

DETERMINED BY MANUFACTURER

OPERABLE PARTITION WALL

MOUNTING DETAILS BY

MANUFACTURER

BM PER PLAN

1/2" THICK STIFFENER

PLATE AT 12" OFFSET

FROM EACH END OF

BEAM

HANGER ROD BY

MANUFACTURER

TOP OF STEEL

EL = SEE PLANS L2X2X1/4 KICKER @ 3' O.C.

(1) 1/2" DIA. A-325 BOLT

C8X18.75 WELDED W/ (2) 5/8" DIA. SPOT

WELD EA SIDE, TO BOTTOM OF DECK

(6" LONG)

1/4" CLR

1 1/4" MIN

5"

GRATING - SEE PLAN

FOR DETAILS

1/2" DIA x 5" LONG HEADED ANCHOR OR

STRAP PLATE @ 18" OC MAX

MATERIAL TO MATCH GRATING

WELD TO ANGLE

ANGLE DEPTH AS REQD

FOR TOP OF GRATING

TO MATCH TOP OF

ADJACENT CONCRETE

NEW CONCRETE

CONT 1/4"

THICK ANGLE

MATERIAL TO

MATCH GRATING

NOTES:

1. GRATING SIZE PER CONTRACT DOCUMENTS.

2. ALL ENDS AND OPENINGS SHALL BE BANDED, SEE SPECIFICATION.

3. ATTACH GRATING TO ALL SUPPORT ANGLES WITH BOLTED CLIPS, SPACED AT

2'-0" MAX CENTERS.

4. PROVIDE DISSIMILAR MATERIAL PROTECTION FOR ALUMINUM IN CONTACT

WITH CONCRETE PER SPECIFICATION.

1 5/8"

1/4"

L4X4X5/16 X 1'-3" W/

2 - 1/4" DIA EXPANSION

ANCHORS W/ 2 1/8"

EMBEDMENT @ 2'-0" OC

(GAGE = 1'-0")

PERPENDICULAR TO DECK SPAN

L4X4X5/16 X 0'-4"

@ 2'-0" OC

PARALLEL TO DECK SPAN

PL3/8X6X42

@ 2'-0" OC

3/16 4

TYP

3/16 1

TYP

0'

M

IN

0'

2-1/4" DIA EXPANSION

ANCHORS W/ 2 1/8"

EMBEDMENT @ 2'-0" OC

1 - #4 CONT

GALVANIZED ANGLE FRAME

SIZED SO GRATING IS FLUSH

W/ CONCRETE. 1/4" MIN

THICKNESS W/ 1/2" Ø X 4" LONG

HEADED STUD ANCHORS @ 12" OC

GRATING

#4 @ 16" OC

1'-8" 1'-8"

SLOPE BOTTOM DOWN TO

DRAIN AT 1% SLOPE

#4 @ 12" OC

S E

E P

L A

N

D E

P T

H

6" 2' - 0" UNO

6" WELL GRADED OR

CRUSHED STONE UNDER

TRENCH, TYP

6"

BASE PLATE

(12" x 12" x 1")

MIN SIZE

FOR PLATE

5/16

MIN

4-ANCHOR BOLTS

W/PL 3/8x3x3 WASHERS

W/STD HOLES

1'-0"

T Y

P

TYP

2" CL

C L

CL COLUMN

C L C

O L

U M

N

2" 6 1/2" 6 1/2" 2"

1' - 5"

/2

/2

W8 COLUMN

1/4

(8) - 1.0" DIA. F1554

GRADE 36 ANCHOR

BOLTS (TYP) W/ 11"

EMBED PLUS 3.0" HEAVY

HEX COUPLING NUT, OR

APPROVED EQUAL

2" THICK

BASE PL, (TYP)

/2

/2

W8 BASE PLATE

CL COLUMN

C L C

O L

U M

N

2" 10" 10" 2"

2' - 0"

W14 COLUMN

1/2

(8) - 1.5" DIA. F1554 GRADE

36 ANCHOR BOLRS (TYP)

W/ 21" EMBED PLUS 4.5"

HEAVY HEX COUPLING

NUT, OR APPROVED

EQUAL

2" THICK

BASE PL, (TYP)

W14 BASE PLATE

HSS BASE PLATE

G R

O U

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/2

M A

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BASE PLATE SECTION

ANCHOR BOLT

BASE PLATE

W OR HSS COL

HOLE SIZES:

1/8" + AB DIA IF < 1"

5/16" + AB DIA IF > 1"

HSS COL

PER PLAN

BENT PLATE

6X6X3/8 X 0'-3"

1/4

HSS COLUMN, SEE PLAN

STEEL BEAM, SEE PLAN

3/4" DIA. A325N THRU

BOLT, 13/16 X 1 7/8

LONG SLOTTED HOLE

BENT PLATE

5X5X3/8 X 0'-3"3/8" THICK CAP

PLATE

TRENCH

DEPTH = 25'

1% SLOPE

TRENCH

DEPTH = 24"

NORTHWEST CORNER

TRENCH, PLAN VIEW

NORTHEAST CORNER

TRENCH, PLAN VIEW

TRENCH

DEPTH = 12"

1% SLOPE

TRENCH

DEPTH = 13.5"

US Army Corps of Engineers ®

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

TYP. BOLLARD

BASEPLATE DETAIL

1" = 1'-0"5

TYP. BOLLARD DETAIL

3/4" = 1'-0"1

TYPICAL BEAM WEB CIRCULAR OPENINGS

1 1/2" = 1'-0"6

BEAM TO OPERABLE PARTITION

WALL DETAIL

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

GRATING AND SUPPORT

3/4" = 1'-0"3

MASONRY WALL SUPPORT (NON LOAD

BEARING WALLS)

D E

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N

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NTS7

TYPICAL TRENCH DETAIL

1 1/2" = 1'-0"8

TYPICAL GRAVITY COLUMN BASE PLATE

(NON-BRACED FRAME LOCATIONS)

1" = 1'-0"9

PARTITION WALL COLUMN TO BEAM

CONNECTION

0 0.5' 1' 2' 3'

0 0.5' 1' 2' 3'

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'0 0.5' 1' 2'

0 0.5' 1' 2'0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

02_LEVEL_LOW

ROOF_TOS

36' - 10"

2L3.5X2.5X1/2 DOUBLE

ANGLE OUTRIGGER

CONCRETE ATOP

METAL DECK PER PLAN

WF BEAM, PER PLAN

8" CMU WALL

STEEL JOIST

PER PLAN

3/8" THICK BENT

PL3/16 2

6"

3/8

4' - 2"

L11X5.5X3/4 BENT PLATE BLOCKING

SPANNING FULL-LENGTH BETWEEN

DOUBLE ANGLE SUPPORTS

(BENEATH METAL DECKING),

WELDED TO BEAM FLANGE WITH

3"-LONG 1/4" FILLET WELDS @

12" O.C., ON BOTH SIDES OF PLATE

2.8

02_LEVEL_HIGH

ROOF_TOS

46' - 6"

CONCRETE ATOP

METAL DECK

PER PLAN

WF BEAM,

PER PLAN

STUD WALL,

PER ARCH

STEEL JOIST

PER PLAN

3/8" THICK

BENT PL

3/16 2

2' - 5" SEE PLAN

CL JOIST

6"

3/8

3/8" BLOCKING

BETWEEN DOUBLE

ANGLES

EOP ALIGNS WITH

EXTERIOR SHEATHING

1' - 5"

3/8" THICK

FLAT PL

L11X5.25X3/4 BENT PLATE

BLOCKING SPANNING FULL-

LENGTH BETWEEN DOUBLE

ANGLE SUPPORTS (BENEATH

METAL DECKING), WELDED TO

BEAM FLANGE WITH 3"-LONG

1/4" FILLET WELDS @ 12" O.C.,

ON BOTH SIDES OF PLATE

CONCRETE ATOP

METAL DECK PER

PLAN

STUD WALL,

PER ARCH

TOP OF STL BEAM

EL VARIES

SEE PLAN

BEAM (SLOPED),

SEE PLAN

3/8" STIFF PL

SPACED @ 2' O.C.

EACH SIDE

1/4

PL 8x6x3/8 BENT

PLATE

1/2

GTAW

10"

JOIST PER

PLAN

SEE PLAN

B

EOP ALIGNS WITH

EXTERIOR SHEATHING

6"

3/8" THICK

FLAT PL

SLIP CONNECTION

CLIP ANGLE BY STUD

WALL MANUFACTURER

PL 8x6x1/4 BENT PLATE

(1, EA FLUTE)

E

CONCRETE ATOP

METAL DECK PER PLAN

STEEL JOIST, SEE

FRAMING PLAN

BEAM, SEE

FRAMING PLAN

STUD WALL,

PER ARCH

PL 8x6x3/8 BENT

PLATE

3/16 2

6"

D

6"

L10X6X3/4 BENT PLATE

BLOCKING SPANNING FULL-

LENGTH BETWEEN DOUBLE

ANGLE SUPPORTS (BENEATH

METAL DECKING), WELDED TO

BEAM FLANGE WITH 3"-LONG

1/4" FILLET WELDS @ 12" O.C.,

ON BOTH SIDES OF PLATE

SLIP CONNECTION

CLIP ANGLE BY STUD

WALL MANUFACTURER

DOUBLE BENT PLATE

2L4X6-3/4X7X1/2"

E

CONCRETE ATOP

METAL DECK

PER PLAN

STEEL BEAM, SEE

FRAMING PLAN

COLUMN, SEE

FRAMING PLAN

METAL STUD BY

METAL MANUF, (TYP)

PL 8x6x3/8 BENT PLATE

3/16 2

6"

2L4X4X7X1/2

PL1/2X8X8.5

(4) 3/4" DIA. A325N

BOLTS

PL10X6X3/4 BENT PLATE

BLOCKING SPANNING FULL-

LENGTH BETWEEN DOUBLE

ANGLE SUPPORTS (BENEATH

METAL DECKING), WELDED TO

BEAM FLANGE WITH 3"-LONG

1/4" FILLET WELDS @ 12" O.C.,

ON BOTH SIDES OF PLATE

CONCRETE ATOP

METAL DECK

PER PLAN

STEEL HIP BEAM, SEE

FRAMING PLAN

COLUMN, SEE

FRAMING PLAN

C-STUD CONNECTION TO

BENT PL BY METAL

MANUF, PROVIDE

MINIMUM 1" VERTICAL

SLOTTED HOLE. (TYP.) METAL STUD BY

METAL MANUF, (TYP)

3/8" THICK

BENT PL

3/162

6"

PER PLAN

PL1/2X9X8.5

(4) 3/4" DIA. A325N BOLTS

CONCRETE ATOP

METAL DECK PER

PLAN

STEEL JOIST, SEE

FRAMING PLAN

L3/8X1.5X12X6 BENT PLATE

C-STUD CONNECTION TO BENT PL

BY METAL MANUF, PROVIDE

MINIMUM 1" VERTICAL SLOTTED

HOLE. (TYP.)

1/4

STUD WALL,

PER ARCH

TOP OF STL BEAM

EL VARIES

SEE PLAN

BEAM (SLOPED),

SEE PLAN

PL 8x6x1/4 BENT PLATE

1/2

GTAW

6"

C.4

3/8" THICK

FLAT PL

C8X18.75 WELDED W/ (2) 5/8" @ 5"

O.C. THICK SPOT WELD EA SIDE

TO BOTTOM OF DECK (6" LONG)

6" x 6" MIN. 1/2" THICK

GUSSET PLATE (TYP)

L3X3X3/8 KICKER

@ 4' O.C. MAX,

NOTE 1(2) 3/4" DIA. A325

BOLTS MIN 2.5"

SPACING, (TYP)

HSS5X2.5X0.25 BLOCKING SPANNING FULL-

LENGTH BETWEEN JOIST EXTENSIONS

(BENEATH METAL DECKING), WELDED TO BEAM

FLANGE WITH 3"-LONG CJP WELDS @ 12" O.C.

ON BOTH SIDES OF HSS

5 1/2" LONG 3/4" DIA.

A325N THRU BOLTS

PL8"X6"X1/2"

(1, EA FLUTE) A

CONCRETE ATOP

METAL DECK PER

PLAN

STEEL JOIST, SEE

FRAMING PLAN

8" CMU WALL

TOP OF STL BEAM

EL VARIES

SEE PLAN

BEAM (SLOPED),

SEE PLAN

PL 8x6x1/4 BENT PLATE

1/2

GTAW

7 5/8"

SEE DETAIL 1/S-402

FOR MASONRY

CONNECTION DETAIL

3/8" THICK FLAT PL

3/16

3/16

EA END OF

L TO PL

L4x3x5/16x1'0" LLV ES AT 4'-0" O.C.

BOND BEAM

NOTES:

1. PLACE KICKERS IN BETWEEN JOISTS

2. FOR TYP TOP OF WALL (TOW) GAP. PROVIDE 1"

CLEAR MINIMUM, 1.5" CLEAR MAXIMUM,

BETWEEN TOP OF CMU WALL AND BOTTOM OF

PLATE, DECK, OR FIREPROOFING

S E

E N

O T

E

T Y

P T

O W

G A

P

(2) 3/4" DIA. A325 BOLTS

MIN 2.5" SPACING, (TYP)

L3X3X3/8 KICKER

@ 4' O.C. MAX,

NOTE 1

6" x 6" MIN. 1/2"

THICK GUSSET

PLATE, (TYP)

C8X18.75 WELDED W/ (2) 5/8"

@ 5" O.C. THICK SPOT WELD

EA SIDE TO BOTTOM OF

DECK (6" LONG)

PL 8"X6"X1/2"

5 1/2" LONG 3/4" DIA.

A325N THRU BOLTS

HSS5X2.5X0.25 BLOCKING SPANNING

FULL-LENGTH BETWEEN JOIST

EXTENSIONS (BENEATH METAL

DECKING), WELDED TO BEAM FLANGE

WITH 3"-LONG CJP WELDS @ 12" O.C.

ON BOTH SIDES OF HSS

(1, EA FLUTE)

CUT FLANGE AS REQUIRED

(BOTH SIDES)

CL

TYP SHEAR

CONNECTION

TYP JOIST TO COL

CONNECTION

PLAN

OFFSET JOIST

CL AS REQ'D

2.8

C.4

BM PER

PLAN

TRUSS

PER PLAN COL PER

PLAN

BM PER

PLAN

TRUSS

PER PLAN

BM PER

PLAN

US Army Corps of Engineers ®

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1/2" = 1'-0"5

HIGH ROOF OUTRIGGER SECTION

D E

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1/2" = 1'-0"6

HIGH ROOF END SECTION

3/4" = 1'-0"1

LOW ROOF SECTION 1 OF 2

3/4" = 1'-0"2

LOW ROOF SECTION 2 OF 2

3/4" = 1'-0"3

LOW ROOF CORNER FRAMING

3/4" = 1'-0"4

HIP BEAM TO EXTERIOR CORNER WALLS

3/4" = 1'-0"7

HIGH ROOF SECTION STUD WALL

3/4" = 1'-0"8

HIGH ROOF SECTION: CMU WALL

1 1/2" = 1'-0"9

HIP BEAM TO COL

0 0.25' 0.5' 1' 1.5' 0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3'

0 0.5' 1' 2' 3'

0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3'

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

A-011

A-011

A-011

A-011

A-011

A-011

WALL APPROXIMATE

AIR BARRIER AREA

~ 1048 SF

WALL APPROXIMATE

AIR BARRIER AREA

~ 599 SF

WALL APPROXIMATE

AIR BARRIER AREA

(SEE 2/A-010)

WALL APPROXIMATE

AIR BARRIER AREA

~ 865 SF

WALL APPROXIMATE

AIR BARRIER AREA

~ 448 SF

WALL APPROXIMATE

AIR BARRIER AREA

~ 125 SF

WALL APPROXIMATE

AIR BARRIER AREA

(SEE 2/A-010)

A

B A

E

B

A

A

B

A

A

A

B

F

FLOOR APPROXIMATE

AIR BARRIER AREA

~ 7914 SF

A-011

A-011

A-011

A-011

A-011

A-011

OPEN TO BELOW

WALL APPROXIMATE

AIR BARRIER AREA

~ 1851 SF

WALL APPROXIMATE

AIR BARRIER AREA

~ 1306 SF

WALL APPROXIMATE

AIR BARRIER AREA

~ 2576 SF

(NOTE: 400 SF SECTIONAL

OVERHEAD DOOR)

WALL APPROXIMATE

AIR BARRIER AREA

~ 2773

A

B

B

A

D

D

D

ROOF APPROXIMATE

AIR BARRIER AREA

~ 4701 SF

A-011

A-011

A-011

A-011

A-011

A-011

D

ROOF APPROXIMATE

AIR BARRIER AREA

~ 4144

AIR BARRIER AREA LEGEND

AIR BARRIER GENERAL NOTES

CONTINUOUS AIR BARRIER DEFINITION

1. REFERENCE SPECIFICATION SECTIONS 01 91 19 BUILDING ENCLOSURE

COMMISSIONING AND 07 27 10 BUILDING AIR BARRIER SYSTEM FOR

ADDITIONAL AND COMPLIMENTARY INFORMATION TO THE DRAWINGS.

2. CONTRACTOR MAY TEST THE BUILDING AS A WHOLE WHERE POSSIBLE.

3. REFERENCE EXTERIOR DETAILS FOR CONTINUOUS AIR BARRIER.

ALL AIR BARRIER SYSTEMS ON WALLS ARE FROM FLOOR TO BOTTOM OF ROOF

DECK OR CONNECT TO ROOF AIR BARRIER (SEE WALL SECTIONS AND WALL

DETAILS ON SHEETS A-311 & A-531 THRU A-533)

TOTAL FLOOR AREA = 7914 SF

TOTAL WALL AREA = 11591 SF

TOTAL ROOF AREA = 8845 SF

AIR BARRIER BOUNDARY LOCATION

FLUID-APPLIED AIR BARRIER ON EXTERIOR SHEATHING

FLUID-APPLIED AIR BARRIER ON CMU

CONCRETE SLAB W/ VAPOR RETARDER

ROOF AVB UNDER STANDING SEAM METAL ROOF

20'x20' INSULATED SECTIONAL OVERHEAD DOOR

ALUMINUM FRAME AND GLAZING SYSTEM

A

B

C

D

E

F

US Army Corps of Engineers ®

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A-010

B U

IL

D

IN

G

A

IR

B A

R R

IE

R

P L A

N S

F .S

G

A B

R E

S K

I A

N G

B A

S E

N

E W

Y O

R K

W .R

O H

R B

A C

H

W R

O H

R B

A C

H

D P

U R

P U

R A

A U

G U

S T

H D

R P

R O

J E

C T

N O

C O

M B

A T

R E

S C

U E

H E

L

IC

O P

T E

R O

P E

R A

T

IO

N A

L F

L

IG

H T

T R

A

IN

E R

F A

C

IL

IT

Y

W K

V B

1/16" = 1'-0"1

FIRST FLOOR PLAN

PLAN NORTH

0 8' 16' 32'

A

IR

B

A R

R

IE

R T

E S

T

IN

G A

N D

M

IS

C E

L L A

N E

O U

S R

E V

IS

IO

N S

/2

/2

1/16" = 1'-0"2

HIGH SIM BAY / LOWER ROOF PLAN

1/16" = 1'-0"3

UPPER ROOF PLAN

PLAN NORTH

0 8' 16' 32'

PLAN NORTH

0 8' 16' 32'

WALL AREA CALCULATION

448 SF

125 SF

865 SF

1048 SF

599 SF

2773 SF

1306 SF

1851 SF

+ 2576 SF

11591 SF

ROOF AREA CALCULATION

4701 SF

+ 4144 SF

8845 SF

AIR BARRIER AREA LEGEND

AIR BARRIER GENERAL NOTES

CONTINUOUS AIR BARRIER DEFINITION

1. REFERENCE SPECIFICATION SECTIONS 01 91 19 BUILDING ENCLOSURE

COMMISSIONING AND 07 27 10 BUILDING AIR BARRIER SYSTEM FOR

ADDITIONAL AND COMPLIMENTARY INFORMATION TO THE DRAWINGS.

2. CONTRACTOR MAY TEST THE BUILDING AS A WHOLE WHERE POSSIBLE.

3. REFERENCE EXTERIOR DETAILS FOR CONTINUOUS AIR BARRIER.

ALL AIR BARRIER SYSTEMS ON WALLS ARE FROM FLOOR TO BOTTOM OF ROOF

DECK OR CONNECT TO ROOF AIR BARRIER (SEE WALL SECTIONS AND WALL

DETAILS ON SHEETS A-311 & A-531 THRU A-533)

TOTAL FLOOR AREA = 7914 SF

TOTAL WALL AREA = 11591 SF

TOTAL ROOF AREA = 8845 SF

AIR BARRIER BOUNDARY LOCATION

FLUID-APPLIED AIR BARRIER ON EXTERIOR SHEATHING

FLUID-APPLIED AIR BARRIER ON CMU

CONCRETE SLAB W/ VAPOR RETARDER

ROOF AVB UNDER STANDING SEAM METAL ROOF

20'x20' INSULATED SECTIONAL OVERHEAD DOOR

ALUMINUM FRAME AND GLAZING SYSTEM

A

B

C

D

E

F

12.8 1.94 1.52.3

T.O. STEEL LOW ROOF - HP

SEE STR. DWGS

T.O. SLAB

0'-0"

T.O. FOOTING

SEE STR. DWGS

T.O. STEEL HIGH ROOF

VARIES

A-311

A-311

A-311

B

D

A

D

A

C C

E D C.4 B.6 ABC

T.O. STEEL LOW ROOF - HP

SEE STR. DWGS

T.O. SLAB

0'-0"

T.O. FOOTING

SEE STR. DWGS

T.O. STEEL HIGH ROOF

VARIES

A-311

A-532

A-532

A-311

B

D

A

C

D

A

C

EDC.4B.6A

T.O. STEEL LOW ROOF - HP

SEE STR. DWGS

T.O. SLAB

0'-0"

T.O. FOOTING

SEE STR. DWGS

T.O. STEEL HIGH ROOF

VARIES

A-311

A-311

A-532

A-532

A

D

B

C

D

A

C

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

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D E

S

IG

N E

D B

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B M

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D B

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A N

S I D

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C O

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S O

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IC

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O

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3 5 7 9 11 13 15 17 19

L

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A

D A

T E

M A

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D E

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IP

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P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

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IN

C

T

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B L V

D ,S

T E

O D

C L

IF

F L

A K

E

N E

W Y

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A-011

B U

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G

A

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B A

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C T

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F .S

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A B

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B A

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W .R

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0 8' 16' 32'

A

IR

B

A R

R

IE

R T

E S

T

IN

G A

N D

M

IS

C E

L L A

N E

O U

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/2

/2

1/16" = 1'-0"1

AIR BARRIER BUILDING SECTION

1/16" = 1'-0"2

AIR BARRIER BUILDING SECTION

1/16" = 1'-0"3

AIR BARRIER BUILDING SECTION

0 8' 16' 32'

0 8' 16' 32'

OPEN TO ABOVE

EXPOSED

EXPOSED

METAL PANEL ROOF SOFFIT

(LOW ROOF)

METAL PANEL ROOF

SOFFIT (LOW ROOF)

METAL PANEL ROOF

SOFFIT (LOW ROOF)

METAL PANEL SOFFIT

(UPPER ROOF)

SPARE PARTS /

PARTS STORAGE

COMPUTER IMAGE

GENERATOR (IG)

DEVICE

MAINTENANCE

OFFICE

BRIEFING / AAR

DEBRIEFING

ELECTRICAL

STORAGE

SECURE CORRIDOR

MECHANICAL

INSTRUCTORS

OPERATORS OFFICE

COFFEE BAR

STATION

FACILITY SUPPORT

STAFF OFFICE

VESTIBULE

OFFICE CORRIDOR

MEN'S TOILET

SECURE TELECOM

MISSION PLANNING

OFT SIMULATOR BAY

WOMEN'S TOILET

FIRE PUMP

JAN

EXPOSED

EQ EQ

E Q

E Q

EXPOSED

/8

EQ EQ

EQ EQ

E Q

E Q

A-602

E Q

E Q

EQ EQ

EQ 5' - 0" EQ

E Q

" EQ EQ

E Q

E Q

E Q

EQ EQ

EQ EQE

Q

E Q

EQ 5' - 6" EQ

E

Q

E Q

A-533

1' - 10"

AC-05

RCP GENERAL NOTES

SHEET KEYNOTES

SHEET LEGEND

2'-0" x 2'-0" ACOUSTICAL CEILING TILE

EXPOSED CEILING OPEN TO STRUCTURE - PAINTED

METAL PANEL SOFFIT

GWB CEILING (MOISTURE-RESISTANT AT ALL TOILET

ROOMS AND JANITOR CLOSET)

9'-0"

2' x 2' RECESSED LUMINAIRE

RECESSED ROUND DOWNLIGHT LUMINAIRE

PENDANT MOUNTED LINEAR LUMINAIRE

WALL MOUNTED LINEAR LUMINAIRE

WALL MOUNTED EXTERIOR LUMINAIRE

CEILING HEIGHT ABOVE FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

EXIT SIGN

CEILING MOUNT OVERHEAD PROJECTOR

WALL MOUNTED EMERGENCY LIGHT FIXTURE

EXPOSED

EQ 5' - 0" EQ

E Q

E Q

EQ EQ

/8

EQ EQ

E Q

E Q

EQ 5' - 0" EQ

E Q

E Q

EQ EQ

E Q

E Q

EQ 5' - 6" EQ

E Q

/4

EQ EQ

E Q

E Q

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

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E D

B Y

S

IZ

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C H

E C

K E

D B

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A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

H D

R

IN

C

T

IC

E

B L V

D ,S

T E

O D

C L

IF

F L

A K

E

N E

W Y

O R

K D

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T

R

IC

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E D

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A L P

L A

Z A

N E

W Y

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F

IR

S T

F L O

O R

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

F .S

G

A B

R E

S K

I A

N G

B A

S E

N

E W

Y O

R K

W .R

O H

R B

A C

H

W R

O H

R B

A C

H

D P

U R

P U

R A

A U

G U

S T

H D

R P

R O

J E

C T

N O

C O

M B

A T

R E

S C

U E

H E

L

IC

O P

T E

R O

P E

R A

T

IO

N A

L F

L

IG

H T

T R

A

IN

E R

F A

C

IL

IT

Y

W K

V B

1/8" = 1'-0"1

FIRST FLOOR REFLECTED CEILING PLAN

11. ALL CEILING MOUNTED DEVICES TO ALIGN WITH ADJACENT LIGHT FIXTURES, UNLESS

OTHERWISE NOTED.

10. CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR FRAME OR OPENING.

MOUNT 4" OFF FACE OF WALL.

9. ALL CEILING GRIDS TO BE CENTERED IN THE ROOM UNLESS NOTED OTHERWISE.

8. THE STANDARD PLACEMENT OF CEILING MOUNTED DEVICES WITHIN A SINGLE FULL

SIZED (24" X 24") ACOUSTIC CEILING TILE SHALL BE CENTERED ON THE CEILING TILE

UNLESS NOTED OTHERWISE

7. MOUNT ALL FIXTURES IN EXPOSED CEILINGS AT 9'-0" ABOVE FINISHED FLOOR

UNLESS NOTED OTHERWISE.

6. IN ACOUSTIC TILE CEILINGS, FIXTURES GRAPHICALLY SHOWN IN THE DRAWINGS AS

INTERSECTING T-BAR SUSPENSION SYSTEMS AND/OR OTHER ELEMENTS ARE TO BE

LOCATED WITHIN THE NEAREST AVAILABLE CEILING TILE.

5. CONTRACTOR TO REVIEW AND COORDINATE THE LOCATION OF ACCESS PANELS

WITH MECHANICAL AND ELECTRICAL DRAWINGS. FINAL LOCATIONS OF ACCESS

PANELS TO BE REVIEWED BY MEP CONSULTANT AND ARCHITECT PRIOR TO

INSTALLATION. ACCESS PANELS TO MATCH CEILING FINISH COLOUR.

4. CONTRACTOR TO REPORT ANY DESCREPENCIES AND/OR INCONSISTENCIES

BETWEEN THE ARCHITECTURAL DRAWINGS AND THAT OF ANY OTHER

CONSULTANT’S DRAWINGS TO THE ARCHITECT.

3. THE MECHANICAL AND ELECTRICAL DRAWINGS SHALL GOVERN OVER THE

ARCHITECTURAL DRAWINGS FOR DEVICE TYPE AND QUANTITY. THE

ARCHITECTURAL DRAWINGS SHALL GOVERN OVER THE MECHANICAL AND

ELECTRICAL DRAWINGS FOR LOCATION.

2. REFLECTED CEILING PLANS TO BE READ IN CONJUNCTION WITH ROOM FINISH

SCHEDULES, SPECIFICATIONS, ARCHITECTURAL CEILING DETAILS, STRUCTURAL,

MECHANICAL, ELECTRICAL, FIRE PROTECTION AND FIRE & LIFE SAFETY DRAWINGS.

1. ALL CEILING HEIGHTS TO BE AT 9'-0" ABOVE FINISHED FLOOR UNLESS NOTED

OTHERWISE.

D E

S

IG

N

/1

/2

A

IR

B

A R

R

IE

R T

E S

T

IN

G A

N D

M

IS

C E

L L

A N

E O

U S

R E

V

IS

IO

N

S

/2

/2

1/8" = 1'-0"2

BID OPTION

PLAN NORTH

0 4' 8' 16' 0 4' 8' 16'

PROVIDE 2.5 TON OVERHEAD

BRIDGE CRANE - REFER

STRUCTURAL FOR ADDITIONAL

STEEL FRAMING

METAL PLATE SOFFIT

(UPPER ROOF)

C L O

F S

IM

B

A Y

CL OF SIM BAY

19' - 6" 19' - 6"

3589 SF

OFT SIMULATOR BAY

RCP GENERAL NOTES

SHEET KEYNOTES

SHEET LEGEND

METAL PLATE SOFFIT

EXPOSED CEILING OPEN TO STRUCTURE - PAINTED

2' x 2' PENDANT LUMINAIRE

FIRST BRACING POINT

FROM WALL

WALL LINE

4-WAY - 45 DEGREE DIAGONAL 12 GA

WIRE BRACING AT 8'-0" OC x 12'-0" &

COMPRESSION STRUT (10 GA WIRE IF

CEILING IS SUPPORTING PARTITIONS)

MAIN 'T' BAR

WALL LINE

12 GA VERTICAL HANGER

WIRES AT

4'-0" OC EACH WAY

CROSS 'T'-BAR

4'-8 7/8"

2' TYP.

4' 1/ 4"

' T

Y P

9' 1/ 2"

M A

X T

O F

IR

S

T

B R

A C

IN

G

UNSUPPORTED LENGTH OF T-

BAR. 8" MAX. OR 1/4" WHICHEVER

IS LESS.

1' 5/ 8"

8" MAX

1'-11 5/8"

8" MAX

COMPRESSION POST WHERE

REQ'D LOCATE @12' OC EACH

DIRECTION

SUSPENSION WIRE, SPLAY 4 -WAYS

AND PLACE @ 45 DEGREES TO

HORIZONTAL PARALLEL OF CEILING

'T'S

1/4" ∅ BOLT MIN.

MAIN CEILING RUNNER 'T' @4'-0"

OC MIN.

CROSS CEILING RUNNER 'T' @2'-0"

OC MIN.

T-BAR GRID

LIGHT FIXTURE

INDEPENDENTLY

SUPPORTED FROM

STRUCTURE ON

OPPOSITE CORNERS

12 GA. HANGERS @ 48" OC AND WITHIN

3" OF ANY FIXTURE

WHERE LIGHT FIXTURES ARE

IN TANDEM, COMMON

HANGERS MAY BE USED.

NOTE:

PROVIDE 2 - 12 GA. HANGERS FROM FIXTURE HOUSING TO CEILING SYSTEM HANGER OR TO

STRUCTURE ABOVE. THESE MAY BE SLACK WIRES.

WIRE TO BE STRAIGHT, WITHOUT EXTRANEOUS KINKS OR BENDS AND TOLERATE A 200 LB. PULL

WITHOUT STRETCHING OR SHIFTING THE SUSPENSION CLIP.

CLIP EACH FIXTURE TO GRID (CAPACITY OF EA. CLIP = 100% FIXTURE WEIGHT ACTING IN ANY

DIRECTION)

ATTACH LIGHT TO

CEILING GRID WITH

EARTHQUAKE CLIPS

WIRE WITH 3 TIGHT TURNS

IN 1 1/2"

EYE PIN EXPANSION

STRUCTURE ABOVE

6' 7/ 8"

/2 "M

IN

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

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C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

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N

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P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

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H

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D

B

H D

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C

T

IC

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B L V

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T E

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C L

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F L

A K

E

N E

W Y

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H

IG

H S

IM

U

L A

T O

R B

A Y

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

F .S

G

A B

R E

S K

I A

N G

B A

S E

N

E W

Y O

R K

W .R

O H

R B

A C

H

W R

O H

R B

A C

H

D P

U R

P U

R A

A U

G U

S T

H D

R P

R O

J E

C T

N O

C O

M B

A T

R E

S C

U E

H E

L

IC

O P

T E

R O

P E

R A

T

IO

N A

L F

L

IG

H T

T R

A

IN

E R

F A

C

IL

IT

Y

W K

V B

1/8" = 1'-0"1

HIGH SIMULATOR BAY REFLECTED CEILING PLAN

D E

S

IG

N

/1

/2

A

IR

B

A R

R

IE

R T

E S

T

IN

G A

N D

M

IS

C E

L L

A N

E O

U S

R E

V

IS

IO

N

S

/2

/2

PLAN NORTH

0 4' 8' 16'

6. ALL CEILING MOUNTED DEVICES TO ALIGN WITH ADJACENT LIGHT FIXTURES, UNLESS

OTHERWISE NOTED.

5. MOUNT ALL FIXTURES IN EXPOSED CEILINGS AT 35'-0" ABOVE FINISHED FLOOR

UNLESS NOTED OTHERWISE.

4. CONTRACTOR TO REVIEW AND COORDINATE THE LOCATION OF ACCESS PANELS

WITH MECHANICAL AND ELECTRICAL DRAWINGS. FINAL LOCATIONS OF ACCESS

PANELS TO BE REVIEWED BY MEP CONSULTANT AND ARCHITECT PRIOR TO

INSTALLATION. ACCESS PANELS TO MATCH CEILING FINISH COLOUR.

3. CONTRACTOR TO REPORT ANY DESCREPENCIES AND/OR INCONSISTENCIES

BETWEEN THE ARCHITECTURAL DRAWINGS AND THAT OF ANY OTHER

CONSULTANT’S DRAWINGS TO THE ARCHITECT.

2. THE MECHANICAL AND ELECTRICAL DRAWINGS SHALL GOVERN OVER THE

ARCHITECTURAL DRAWINGS FOR DEVICE TYPE AND QUANTITY. THE

ARCHITECTURAL DRAWINGS SHALL GOVERN OVER THE MECHANICAL AND

ELECTRICAL DRAWINGS FOR LOCATION.

1. REFLECTED CEILING PLANS TO BE READ IN CONJUNCTION WITH ROOM FINISH

SCHEDULES, SPECIFICATIONS, ARCHITECTURAL CEILING DETAILS, STRUCTURAL,

MECHANICAL, ELECTRICAL, FIRE PROTECTION AND FIRE & LIFE SAFETY DRAWINGS.

1/8" = 1'-0"2

TYP. SUSPENDED 2X2 GRID

1/8" = 1'-0"3

TYP. SUSPENDED GWB GRID SYSTEM

1/8" = 1'-0"4

TYP. WIRE TO STRUCTURE

122.8 1.94 3

A-301

1.52.3

CAST STONE COPING

METAL PLATE PANEL (MP-2)

STANDING SEAM METAL

ROOF AND FASCIA

CAST STONE COPING

BRICK VENEER

CMU VENEER

STANDING SEAM METAL

ROOF AND FASCIA

STANDING SEAM METAL

ROOF AND FASCIA

A-203

METAL GUTTERS AND

DOWNSPOUTS

METAL GUTTERS AND

DOWNSPOUTS

METAL GUTTERS AND

DOWNSPOUTS

METAL PLATE PANEL (MP-2)

T.O. STEEL HIGH ROOF - LP

SEE STR. DWGS

T.O. STEEL LOW ROOF - HP

SEE STR. DWGS

T.O. STEEL LOW ROOF - LP

SEE STR. DWGS

T.O. SLAB

0'-0"

T.O. FOOTING

SEE STR. DWGS

T.O. STEEL HIGH ROOF - HP

SEE STR. DWGS

/3

/3

12' - 10" 45' - 6" 1' - 0"4' - 0" 4' - 0"30' - 0"

A-302

ROOFTOP EQUIPMENT, SEE

MECHANICAL DRAWINGS

EW1.2

EW1.1

EW1.2

EW1.1

EW1.2

1 2 2.81.9 43

A-301

1.5 2.3

METAL PLATE PANEL (MP-2)

STANDING SEAM METAL

ROOF AND FASCIA

CAST STONE COPING

BRICK VENEER

CMU VENEER

EXTERIOR LIGHT FIXTURE (TYP.)

STANDING SEAM METAL

ROOF AND FASCIA

A-203

METAL GUTTERS AND

DOWNSPOUTS METAL PLATE PANEL (MP-2)

METAL GUTTERS AND

DOWNSPOUTS

T.O. STEEL HIGH ROOF - LP

SEE STR. DWGS

T.O. STEEL LOW ROOF - HP

SEE STR. DWGS

T.O. STEEL LOW ROOF - LP

SEE STR. DWGS

T.O. SLAB

0'-0"

T.O. FOOTING

SEE STR. DWGS

T.O. STEEL HIGH ROOF - HP

SEE STR. DWGS

/3

/3

BUILDING SIGN - PIN

MOUNTED DIMENSIONAL

LETTERS, SEE A-702 FOR

ADDITIONAL INFORMATION

3' - 6"

CAST STONE COPING

A-302

A-533

A-531

ROOFTOP EQUIPMENT, SEE

MECHANICAL DRAWINGS

BUILDING SIGNAGE (TYP.)

EXTERIOR LIGHT FIXTURE

(TYP.)

EW2.2

EW2.2

EW2.1

EW2.1

EW1.1

EW1.2

EXTERIOR FINISHES

(BASIS OF DESIGN)

1. SPLIT-FACE CMU VENEER, COLOR: GRAY (MATCH BASE)

2. GROUND-FACE CMU VENEER, COLOR: GRAY (MATCH BASE)

3. BRICK VENEER, COLOR: TO MATCH BASE

4. CAST STONE TRIM, COLOR: TO MATCH BASE

5. FORMED METAL PANEL - HORIZONTAL (MP-1), COLOR: LIGHT SEAWOLF

FORMED METAL PANEL - VERTICAL (MP-1), COLOR: SLATE GRAY

MATERIAL - ALUMINUM ZINC-COATED STEEL

6. METAL PLATE PANEL (MP-2) COLOR: SLATE GRAY

MATERIAL - ALUMINUM ZINC-COATED STEEL

7. STANDING SEAM METAL ROOF, COLOR: HUNTER GREEN

MATERIAL - ALUMINUM ZINC-COATED STEEL

8. EXTERIOR EAVE TRIM AND FASCIA, COLOR: SLATE GRAY

MATERIAL - ALUMINUM ZINC-COATED STEEL

9. GUTTERS AND DOWNSPOUTS, COLOR: SLATE GRAY

MATERIAL - ALUMINUM ZINC-COATED STEEL

10. ALUMINUM STOREFRONT, COLOR: TO MATCH SLATE GRAY

GLAZING: LOW-E TEMPERED LAMINATED INSULATING GLASS

11. EXTERIOR STEEL DOORS AND FRAMES, COLOR: SLATE GRAY

12. SIMULATOR BAY DOOR, COLOR: SLATE GRAY

13. ALUMINUM CANOPY, COLOR: SLATE GRAY

SHEET LEGEND

CMU VENEER

BRICK VENEER

MP-1 VERTICAL

MP-1 HORIZONTAL

MP-2

EW1.2 EXTERIOR WALL ASSEMBLY - SEE SHEET A-502

US Army Corps of Engineers ®

SHEET ID

U S

A R

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P

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A-201

N O

R T

H A

N D

S O

U T

H E

L E

V A

T

IO

N S

F .S

G

A B

R E

S K

I A

N G

B A

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N

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Y O

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W .R

O H

R B

A C

H

W R

O H

R B

A C

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D P

U R

P U

R A

A U

G U

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N O

C O

M B

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S C

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H E

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IC

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N A

L F

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T R

A

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F A

C

IL

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V B

1/8" = 1'-0"1

NORTH ELEVATION

1/8" = 1'-0"2

SOUTH ELEVATION

D E

S

IG

N

/1

/2

A

IR

B

A R

R

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R T

E S

T

IN

G A

N D

M

IS

C E

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A N

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IS

IO

N

S

/2

/2

0 4' 8' 16'

C.4

CMU VENEER

BRICK VENEER

CAST STONE

FORMED METAL

PANEL (MP-1)

ALL LIGHT FIXTURES

ABOVE EXTERIOR DOORS

TO BE CENTERED ON

DOOR PANEL (TYP.)

EQ EQ EQ EQ

SIGNAGE (TYP). SEE A-701

01_LEVEL_FF

0' - 0"

FORMED

METAL PANEL

(MP-1)

CAST STONE

BRICK VENEER

CMU VENEER

ALL LIGHT FIXTURES ABOVE

EXTERIOR DOORS TO BE CENTERED

ON DOOR PANEL (TYP.)

EQEQ

SIGNAGE (TYP).

SEE A-701

01_LEVEL_FF

0' - 0"

FORMED METAL

PANEL (MP-1)

CAST STONE

BRICK VENEER

CMU VENEER

FIRE DEPARTMENT KNOX

BOX - COORDINATE FINAL

MOUNTING LOCATION

ALL LIGHT FIXTURES ABOVE

EXTERIOR DOORS TO BE

CENTERED ON DOOR PANEL

(TYP.)

EQ EQ

SIGNAGE (TYP). SEE A-701

US Army Corps of Engineers ®

SHEET ID

U S

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P

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A-203

E N

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T E

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F .S

G

A B

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A T

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T E

R O

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R A

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N A

L F

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H T

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A

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E R

F A

C

IL

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V B

D E

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/1

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A

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B

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/2

/2

1/4" = 1'-0"1

ENLARGED ELEVATION - EXTERIOR ENTRY

1/4" = 1'-0"3

ENLARGED ELEVATION - EXTERIOR ENTRY

1/4" = 1'-0"2

ENLARGED ELEVATION - EXTERIOR ENTRY

0 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8'

GENERAL NOTE:

SEE SHEETS A-201 & A-202 FOR EXTERIOR MATERIAL

DESCRIPTIONS AND GRAPHIC LEGEND

BITUMINOUS FOUNDATION

WATERPROOFING

CAST-IN-PLACE FOUNDATION.

RE: STRUCTURAL

CAVITY GROUTED SOLID BELOW THRU-

WALL FLASHING

2 1/2" RIGID FOAM INSULATION

(MIN. R-7.5)

STAINLESS STEEL DRIP EDGE w/ WEEP

HOLES

FLEXIBLE SYNTHETIC MEMBRANE THRU-

WALL FLASHING WITH TERMINATION BAR

CAVITY HEAD VENT

MORTAR NET

EXTEND WATERPROOFING MEMBRANE

3" MIN ABOVE FLASHING AND LAP WITH

AIR BARRIER MEMBRANE. LAP AIR

BARRIER MEMBRANE OVER TERM BAR

AND THRU-WALL FLASHING

MASONRY VENEER TIES

CAST-IN-PLACE CONCRETE

SLAB ON GRADE - RE:

STRUCTURAL

UNDER SLAB VAPOR

RETARDER

COMPRESSIBLE FILLER

& SEALANT

F.O. SHEATHING/CURB

1' - 0 7/8" 9 1/8"

1' - 10"

3" RIGID FOAM INSULATION.

CONTINUE TO TOP OF FOOTING

CELLULAR GLASS STRUCTURAL

INSULATING BLOCK

A B

O V

E G

R A

D E

M

IN

(1

C

O U

R S

E

EW1.1

SEALANT & BACKER ROD

RIVET FASTENER

AIR BARRIER TRANSITION. ALLOW FOR VERTICAL

DEFLECTION OF SOFFIT

FASCIA CLEAT

PRE FINISHED METAL

FASCIA & EXTENDER

PRE-FINISHED METAL GUTTER

GUTTER FLASHING BELOW

ROOF PANEL

LAP ROOF UNDERLAYMENT

OVER AIR BARRIER MEMBRANE

HIGH TEMP AIR BARRIER

TRANSITION MEMBRANE

BELOW METAL FASCIA

HIGH TEMP ROOF

UNERLAYMENT

STANDING SEAM METAL

ROOF PANEL

UNFACED BATT INSULATION

MINERAL FIBER FLUTE FILLER

METAL FURRING ON STEEL ROOF FRAMING

FIRE RETARDANT PRESSURE

TREATED WOOD BLOCKING -

PROVIDE SUFFICIENT QUANTITY

AND DIMENSION TO MATCH

REQUIRED INSULATION THICKNESS

2" MINERAL FIBER INSULATION @ SOFFIT

F.O. SHEATHING

1' - 0 7/8" 6 1/4"

3' - 4"

EW1.2

COLD FORMED METAL

FRAMING DEFLECTION

TRACK

LIGHTWEIGHT CONCRETE

TOPPING ON METAL ROOF

DECK. RE: STRUCTURAL

ROOF VAPOR RETARDER

MIN. R-30 RIGID INSULATION

ROOF COVER BOARD

TWO-PIECE ROOFING

CLIP ON BEARING PLATE,

2 FASTENERS PER CLIP

MIN. 16 GA. METAL SUB-

GIRTS PERPENDICULAR

TO RIBS @ 48" MAX O.C.

ANCHORED TO

CONCRETE DECK -

SPACING OF SUB-GIRTS

PER ROOFING

MANUFACTURER

1" MIN.

M

IN

/4

1' - 7 1/8"

F.O. SHEATHING

1' - 0 7/8" 6 1/4"

1' - 0 7/8" 9 1/8"

1' - 10"

METAL PANEL TRIM W/ RIVET

SEALANT & BACKER ROD

VERTICAL RAINSCREEN FRAMING

GIRT

HORIZONTAL RAINSCREEN

FRAMING GIRT. PROVIDE 1/4"

NEOPRENE SHIMS AT FASTENERS

MASONRY VENEER TIES

CAST STONE COPING

/2

/1

/2

STAINLESS STEEL DRIP EDGE w/ WEEP

HOLES

EW1.2

EW1.1

5/8"

F.O. CMU

1' - 6 7/8" 6 1/4"

METAL PANEL TRIM W/ RIVET

SEALANT & BACKER ROD

/2

VERTICAL RAINSCREEN FRAMING

GIRT

HORIZONTAL RAINSCREEN

FRAMING GIRT. PROVIDE 1/4"

NEOPRENE SHIMS AT FASTENERS

MASONRY VENEER TIES

STAINLESS STEEL DRIP EDGE w/ WEEP

HOLES

5 1/4"

2"

2' - 1 1/8"

9 1/8"

F.O. CMU

1' - 6 7/8"

2' - 4"

CAST STONE COPING

EW2.2

EW2.1

1/2"

2.8

METAL TRIM & RIVET FASTENER

AIR BARRIER TRANSITION. ALLOW FOR

VERTICAL DEFLECTION

MINERAL FIBER FLUTE FILLER

STEEL BENT PLATE.

RE: STRUCTURAL

PRE-FINISHED METAL

FASCIA & CLEAT

LAP ROOF UNDERLAYMENT

OVER AIR BARRIER MEMBRANE

COMPOSITION END

CLOSURE

STANDING SEAM METAL

ROOF PANEL

FIRE RETARDANT PRESSURE

TREATED WOOD BLOCKING -

PROVIDE SUFFICIENT QUANTITY AND

DIMENSION TO MATCH REQUIRED

INSULATION THICKNESS

METAL PLATE PANEL (MP-1)

F.O. SHEATHING

1' - 6 7/8" 9 1/8"

2' - 4"

EW1.3

FILL VOID WITH MINERAL FIBER BATT

INSULATION

2.8

FOAM EXPANSION ROD TO ALLOW

FOR VERTICAL DEFLECTION

COMPOSITION END CLOSURE

METAL FLASHING TO MATCH ROOF PANEL

ROOF JOIST. RE: STRUCTURAL.

PROVIDE FIRE RATED PENETRATIONS

THROUGH MASONRY WALL

INTERIOR GYPSUM BOARD

AND METAL FURRING. RE:

PLANS FOR PARTITION TYPES

CAVITY CLOSURE TRIM

LAP AIR BARRIER OVER ROOF

VAPOR RETARDER & METAL

FLASHING

F.O. SHEATHING

1' - 6 7/8" 9 1/8"

METAL TRIM & RIVET FASTENER

PAINTED FORMED METAL CLOSURE

PANEL AROUND PERIMETER OF SIM

BAY (TYP WHERE DECK EXPOSED)

EW1.3

LIGHTWEIGHT CONCRETE

TOPPING ON METAL ROOF

DECK. RE: STRUCTURAL

MIN. R-30 RIGID INSULATION

ROOF COVER BOARD

ROOF UNDERLAYMENT

STANDING SEAM METAL ROOF

ATTACHMENT CLIPS - PROVIDE 1/4"

NEOPRENE SHIMS AT FASTENERS

MIN. 16 GA. METAL SUB-GIRTS

PERPENDICULAR TO RIBS @ 48" MAX

O.C. ANCHORED TO CONCRETE

DECK - SPACING OF SUB-GIRTS PER

ROOFING MANUFACTURER

ROOF VAPOR RETARDER

ALL ROOF JOIST

PENETRATIONS

THROUGH RATED

WALLSHALL HAVE 1

HOUR RATED SEAL

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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:3

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P

M

A-531

W A

L L D

E T

A

IL

S

O F

F .S

G

A B

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S K

I A

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B A

S E

N

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W .R

O H

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A C

H

W R

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R B

A C

H

D P

U R

P U

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G U

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H D

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R O

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C T

N O

C O

M B

A T

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U E

H E

L

IC

O P

T E

R O

P E

R A

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N A

L F

L

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H T

T R

A

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E R

F A

C

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D E

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A

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B

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

SECTION DETAIL - STUD WALL BASE

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

SECTION DETAIL - LOW ROOF GUTTER

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

SECTION DETAIL - CAST STONE

COPING ON METAL STUDS

0 0.25' 0.5' 1' 1.5'

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

SECTION DETAIL - CAST STONE

COPING ON CMU

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5' 0 0.25' 0.5' 1' 1.5' 0 0.25' 0.5' 1' 1.5'1 1/2" = 1'-0"6

SECTION DETAIL - HIGH ROOF

GABLE

1 1/2" = 1'-0"5

SECTION DETAIL - LOW ROOF TO

METAL PLATE PANEL

BITUMINOUS FOUNDATION

WATERPROOFING

CAST-IN-PLACE FOUNDATION.

RE: STRUCTURAL

CAVITY GROUTED SOLID BELOW THRU-

WALL FLASHING

2 1/2" RIGID FOAM INSULATION (MIN. R-9.5)

STAINLESS STEEL DRIP EDGE w/ WEEP

HOLES

FLEXIBLE SYNTHETIC MEMBRANE THRU-

WALL FLASHING WITH TERMINATION BAR

CAVITY HEAD VENT

MORTAR NET

EXTEND WATERPROOFING MEMBRANE

3" MIN ABOVE FLASHING AND LAP WITH

AIR BARRIER MEMBRANE. LAP AIR

BARRIER MEMBRANE OVER TERM BAR

AND THRU-WALL FLASHING

MASONRY VENEER ANCHOR TIE

BRICK MASONRY VENEER

CAST-IN-PLACE CONCRETE

SLAB ON GRADE - RE:

STRUCTURAL

UNDER SLAB VAPOR

RETARDER

COMPRESSIBLE FILLER

& SEALANT

REINFORCED CMU BACKUP

3" RIGID FOAM INSULATION.

CONTINUE TO TOP OF FOOTING

CELLULAR GLASS STRUCTURAL

INSULATING BLOCK

A B

O V

E G

R A

D E

M

IN

(3

C

O U

R S

E S

/8

9 1/8"

F.O. CMU/CURB

1' - 6 7/8"

2' - 4"

EW2.1

F.O. CMU

1' - 6 7/8" 6 1/4"

METAL TRIM & RIVET FASTENER

METAL PLATE PANEL (MP-2)

AIR BARRIER TRANSITION. ALLOW

FOR VERTICAL DEFLECTION

COLD FORMED METAL FRAMING

OUTRIGGERS

STEEL BENT PLATE. RE: STRUCTURAL

UNFACED BATT INSULATION

MINERAL FIBER FLUTE FILLER

PRE-FINISHED METAL FASCIA & CLEAT

LAP ROOF UNDERLAYMENT OVER AIR

BARRIER MEMBRANE

ROOF UNDERLAYMENT

STANDING SEAM METAL ROOF PANEL

FIRE RETARDANT PRESSURE TREATED

WOOD BLOCKING - PROVIDE

SUFFICIENT QUANTITY AND DIMENSION

TO MATCH REQUIRED INSULATION

THICKNESS

5/8" 6"

/2

EXTERIOR GYPSUM SHEATHING

METAL FURRING ON STEEL ROOF JOIST TOP

CHORD EXTENSION FRAMING

PRE-FINISHED METAL GUTTER

4' - 10"

EW2.2

MIN. 16 GA. METAL SUB-GIRTS

PERPENDICULAR TO RIBS @ 48" MAX

O.C. ANCHORED TO CONCRETE DECK -

SPACING OF SUB-GIRTS PER ROOFING

MANUFACTURER

1" MIN.

2.8

FOAM EXPANSION ROD TO ALLOW

FOR VERTICAL DEFLECTION

COMPOSITION END CLOSURE

METAL FLASHING TO MATCH ROOF PANEL

METAL TRIM & RIVET FASTENER

FORMED METAL PANEL

ROOF JOIST. RE: STRUCTURAL.

PROVIDE FIRE RATED PENETRATIONS

THROUGH MASONRY WALL

INTERIOR GYPSUM BOARD

AND METAL FURRING. RE:

PLANS FOR PARTITION TYPES

CAVITY CLOSURE TRIM

LAP AIR BARRIER OVER ROOF

VAPOR RETARDER & METAL

FLASHING

F.O. SHEATHING

1' - 6 7/8" 6 1/4"

C.4

EW1.2

PAINTED FORMED METAL CLOSURE

PANEL AROUND PERIMETER OF SIM

BAY (TYP WHERE DECK EXPOSED)

LIGHTWEIGHT CONCRETE

TOPPING ON METAL ROOF

DECK. RE: STRUCTURAL

MIN. R-30 RIGID INSULATION

ROOF COVER BOARD

ROOF UNDERLAYMENT

STANDING SEAM METAL ROOF

ATTACHMENT CLIPS - PROVIDE 1/4"

NEOPRENE SHIMS AT FASTENERS

MIN. 16 GA. METAL SUB-GIRTS

PERPENDICULAR TO RIBS @ 48" MAX

O.C. ANCHORED TO CONCRETE

DECK - SPACING OF SUB-GIRTS PER

ROOFING MANUFACTURER

ROOF VAPOR RETARDER

A

FORMED METAL PANEL

METAL TRIM & RIVET FASTENER

METAL PLATE PANEL

FILL VOID WITH MINERAL FIBER BATT

INSULATION

AIR BARRIER TRANSITION. ALLOW

FOR VERTICAL DEFLECTION

STEEL BENT PLATE. RE: STRUCTURAL

MINERAL FIBER FLUTE FILLER

LAP ROOF UNDERLAYMENT OVER AIR

BARRIER MEMBRANE

PRE-FINISHED METAL FASCIA & CLEAT

ROOF UNDERLAYMENT

STANDING SEAM METAL ROOF PANEL

FIRE RETARDANT PRESSURE TREATED

WOOD BLOCKING - PROVIDE

SUFFICIENT QUANTITY AND DIMENSION

TO MATCH REQUIRED INSULATION

THICKNESS

F.O. CMU

1' - 6 7/8" 6 1/4"

9 1/8"

/2

2' - 4"

C.4 STUD WALL BACKUP

CMU WALL BACKUP

EW1.2

EW2.2

MIN. 16 GA. METAL SUB-

GIRTS PERPENDICULAR

TO RIBS @ 48" MAX O.C.

ANCHORED TO

CONCRETE DECK -

SPACING OF SUB-GIRTS

PER ROOFING

MANUFACTURER

MIN. R-30 RIGID

INSULATION

ROOF VAPOR

RETARDER

LIGHTWEIGHT

CONCRETE TOPPING ON

METAL ROOF DECK. RE:

STRUCTURAL

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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

SECTION DETAIL - CMU WALL BASE

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

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

SECTION DETAIL - HIGH ROOF GUTTER

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

SECTION DETAIL - LOW ROOF TO WALL

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

SECTION DETAIL - HIGH ROOF RAKE

CURB CAB - SEE

MECHANICAL FOR

ADDITIONAL INFORMATION

PRE-MANUFACTURED

INSULATED ROOF CURB

INTEGRATED WATERSHED

CRICKET ON HIGH SIDE OF

ROOF CURB

SEE STRUCTURAL DETAILS

ON SHEET S-503 FOR

REQUIRED ROUGH -

OPENING TREATMENT.

COORDINATE WITH HVAC

AND ROOFING

CONTRACTORS

M

IN

NOTCH AND CAP/SEAL

PEAK SIDE RIB

SEAL AROUND PERIMETER

OF ROOF CURB ON TOP OF

METAL ROOF

B.O. CEILING

REF. RCP

4" M

IN

HANGER WIRE

PERIMETER TRIM FOR

CEILING TILE T-BAR SYSTEM

ACOUSTICAL TILE CEILING ON

SUSPENDED T-BAR SYSTEM

MITER CORNERS OF

PERIMETER TRIM, TYP.

4" M

IN

CEILING PLANS

AS NOTED ON

NOTES:

1. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES [300mm] OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PENETRATIONS TO FACILITATE PROPER FLASHING.

2. THIS DETAIL ALLOWS THE OPENING TO BE COMPLETED BEFORE THE STACK IS PLACED.

3. THE CLEARANCE NECESSARY BETWEEN THE OPTIONAL INSULATION AND METAL LINER AND THE

STACK WILL DEPEND ON THE TEMPERATURE OF THE MATERIAL HANDLED BY THE STACK

PLUMBING VENT STACK

SEALANT

DRAWBAND

INSTALL SEALANT BETWEEN PIPE AND

PREFABRICATED MEMBRANE FLASHING

PREFABRICATED MEMBRANE

FLASHING (8" [200 mm] MIN HEIGHT)

SEALANT AS REQUIRED

FOR SPECIFIC SYSTEM

COVER BOARD

THERMAL INSULATION

ROOF DECK

STANDING SEAM METAL ROOF

BASE MEMBRANE ATTACHMENT AS

REQUIRED FOR SPECIFIC SYSTEM8"

M

IN

VAPOR / AIR BARRIER, SEAL TO

VAPOR / AIR BARRIER @ EXTERIOR

WALLS

CURB BEARING

LOCATION FOR

HEAVY-WEIGHT

LOADING

LOCATIONS

NOTES:

1. MECHANICAL UNITS SHALL NOT BE SET

UNTIL THE ROOF SYSTEM AND FLASHING

HAVE BEEN INSTALLED

SEALING MATERIAL

RAISED CURB

GASKETED FASTENERS MIN. TWO FASTENERS PER SIDE

WOOD NAILER

REMOVABLE SHEET METAL COUNTERFLASHING

FLASHING MEMBRANE (8" [200 m] MIN. HEIGHT)

CONT. SEALANT

STANDING SEAM METAL ROOF

COVER BOARD

THERMAL INSULATION

VAPOR / AIR BARRIER, SEAL TO VAPOR /

AIR BARRIER @ EXTERIOR WALLS

MECHANICAL UNIT, HOOD, ETC.

BASE OF UNIT EXTENDS 1/2''

[13 mm] MINIMUM BEYOND T.O CURB

SEALING MATERIAL - MUST BE

CONTINUOUS ON TOP OF THE CURB

1'' [25 mm] MINIMUM BELOW TOP OF CURB

FASTENERS

WOOD NAILER

COUNTERFLASHING

INSULATION

FLASHING MEMBRANE

RAISED CURB

ROOF DECK

M

IN

8"

2' - 1 1/8"

METAL TRIM & RIVET FASTENER

FORMED METAL PANEL (MP-1)

FILL VOID WITH MINERAL FIBER BATT

INSULATION

AIR BARRIER TRANSITION. ALLOW

FOR VERTICAL DEFLECTION

STEEL BENT PLATE. RE: STRUCTURAL

MINERAL FIBER FLUTE FILLER

LAP ROOF UNDERLAYMENT OVER AIR

BARRIER MEMBRANE

PRE-FINISHED METAL FASCIA & CLEAT

HIGH TEMP ROOF UNDERLAYMENT

STANDING SEAM METAL ROOF PANEL

FIRE RETARDANT PRESSURE TREATED

WOOD BLOCKING - PROVIDE

SUFFICIENT QUANTITY AND DIMENSION

TO MATCH REQUIRED INSULATION

THICKNESS

6 1/4"

F.O. SHEATHING

1' - 6 7/8"

EW1.2