8of15-B155_Architectural_RTA_30Sep2015.pdf
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D
2 3
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4 5
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B of Engineers
US Army Corps
/9 /2
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
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F
IL
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M A
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ANSI D 22 x 34
-1
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S
E P
R T
A
A A1
OPEN
B
OPEN
B1
C D D1
OPEN
D2
GENERAL SHEET NOTES
0 4'-0" 8'-0"2'-0"
B2
A
OPEN OPENOPEN
OPEN OPEN OPEN
A1 B B1
C C1 D D1
0 4'-0" 8'-0"2'-0"
1. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS, SYMBOLS
LEGEND, ADDITIONAL DRAWING CONVENTIONS, AND GENERAL
NOTES.
2. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH
OR TO CENTERLINES UNLESS OTHERWISE NOTED.
3. REFER TO MECHANICAL DRAWINGS FOR PLUMBING FIXTURE TYPES.
4. CERAMIC TILE REFERENCE DETAIL D1/A-406 FOR RESTROOM WALL
TILE PATTERN, DETAIL D1/B-406 FOR SHOWER WALL PATTERN AND
D1/C-406 FOR JANITOR WALL TILE PATTERN
5. TOILET ACCESSORIES MOUNTING HEIGHT SEE SHEET A-405.
PT-2
GYP BD
TYP
TYP
TOILET PARTITION, TYP
OVERHEAD BRACED
FLOOR MOUNTED
TYP
TYP
TYP
TYP
TYP
TYP
TYP
PT-2
A B C D
PT-6
PT-5
DOOR
DR FRAME
1/4"=1'-0" D2
JANITOR RM 317
GYP BD, TYP
TYP
1/4"=1'-0" A1
MENS LATRINE 2C RM 252
0 4'-0" 8'-0"2'-0"
PT-2
GYP BD
TYP
TYP
1/4"=1'-0" B1
WOMENS LATRINE RM 316 (SIM RM 330)
49 89
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
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F
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ANSI D 22 x 34
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E P
A
0 4'-0" 8'-0"2'-0" 1/4"=1'-0"
C5
BREAKROOM 117
A
REF SP
SINK
PT-1
GYP BD
6'-4"
PL-1
WALL CABINETS
GENERAL SHEET NOTES
BASE CABINETS
PL-1
PL-1
BASE
DR FRAME
PT-5
DOOR
PT-6
1. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS, SYMBOLS
LEGEND, ADDITIONAL DRAWING CONVENTIONS, AND GENERAL
NOTES.
2. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH
OR TO CENTERLINES UNLESS OTHERWISE NOTED.
3. REFER TO MECHANICAL DRAWINGS FOR PLUMBING FIXTURE TYPES.
4. CERAMIC TILE REFERENCE DETAIL D1/A-406 FOR RESTROOM WALL
TILE PATTERN, DETAIL D1/B-406 FOR SHOWER WALL PATTERN AND
D1/C-406 FOR JANITOR WALL TILE PATTERN
5. TOILET ACCESSORIES MOUNTING HEIGHT SEE SHEET A-405.
C1/A-409DETAILS SEE
TYPICAL CABINET
NOTE:
0 4'-0" 8'-0"2'-0"
A1 A2 A3
B B1 B2
D D1
C
C1 D1
A
1/4"=1'-0" A1
MEN'S LATRINE RM 327
OPEN OPEN
OPEN
OPEN
PT-2 PT-2
GYP BD
PT-2
GYP BD
PT-2
GYP BD
PT-2
GYP BD
PT-2
GYP BD
PT-2
GYP BD
PT-2
GYP BD
PT-2
GYP BD
DOOR
PT-6
DR FRAME
PT-5PT-2
GYP BD
TYP
TYP
TYP
TYP
TYP
TYP
GYP BD
TOILET PARTITION, TYP
OVERHEAD BRACED
FLOOR MOUNTED
TYP
BASE CABINET AT SINK
C1B
BASE CABINET
C1A
A-530
C5
/4
2 1/2 "
2'-1 1/2 "
CLEARANCE
KNEE & TOE
SINK
HARDWARE
PIVOT SLIDE
HARDWARE
PIVOT SLIDE
RESIL BASE
ADJ SHL STD
RECESSED
WALL CABINET
C1D
PLYWD SIDES
"4
3PLAM ON SHELF
" ADJ PLYWD4
HDBD BACK
" TEMP4
DIVIDERS & ENDS
" PLYWOOD4
1"
"=1'-0"2
C1
CABINET DETAILS
ADJ SHL STD
RECESSED
1X3
/2
/4
/4
PLYWD DOOR
PLAM ON 3/4"
" GYP BD8
BOTTOM
" PLYWD4
HDBD BACK
" TEMP4
1" PLYWD BOTTOM4
3/4" ADJ PLYWD SHLS
DIVIDERS, TOP, & ENDS
" PLYWOOD4
" GYP BD8
2 1/2 "
/4
2'-1 1/2 "
/2
/4
/4
BASE CABINET
C1C
2 1/2 "
/4
2'-1 1/2 "
5/8" GYP BD
& BACKSPLASH
COUNTERTOP
1/2" SOLID SURFACE
& BACKSPLASH
COUNTERTOP
1/2" SOLID SURFACE
/2
/4
" TEMP HDBD BOTT4
PLYWD FACE
PLAM ON 3/4" SIDES & BACK
3/4" PLYWD
DRAWER SLIDES
FULL EXTENSION
1/2" SOLID SURFACE
COUNTERTOP
& BACKSPLASH
_A-DT1232.dgn/12-32-16_001
PL-1
3/4" PLYWD
PLAM ON
SS-1
PL-1
PL-1
SS-1
0 8"4" 1'-0"
50 89
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09 30 A01
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09 30 A0109 30 A01
09 30 A01
09 30 A01
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2 3
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4 5
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B of Engineers
US Army Corps
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C A
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N N
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
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P L
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A T
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F
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A M
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P L
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C A
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IZ
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M A
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M A
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ANSI D 22 x 34
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A
GENERAL SHEET NOTES
SHEET KEYNOTES
IDEN # DESCRIPTION
03 30 A.2 CONCRETE WALL
03 37 A.1 SHOTCRETE WALL
05 40 A.3 METAL STUD, 250S125-30 @ 16" OC
05 40 A.3A METAL STUD, 250S125-30 @ 16" OC WITH 2" THICK SOUND ATTENUATION
BATT INSULATION
05 40 A.4A METAL STUD, 362S125-30 @ 16" OC WITH 31/2" THICK SOUND
ATTENUATION BATT INSULATION
05 40 B.1 7/8" METAL FURRING CHANNEL @ 16" OC
05 40 C.1 1/2" RESILIENT CHANNEL @ 16" OC
05 50 A.1
09 29 B.1 5/8" THICK GYPSUM BOARD
09 29 B.2 5/8" THICK MOISTURE RESISTANT GYPSUM BOARD
09 29 B.5 5/8" THICK IMPACT RESISTANT GYPSUM BOARD
09 30 C.1 CERAMIC TILE WAINSCOT ON BACKER BOARD OVER WATER PROOFING
MEMBRANE WITH 5/8" GYPSUM BOARD ABOVE WAINSCOT. FOR CERAMIIC
TILE WAINSCOT TRANSITION TO GYPSUM BOARD, REFERENCE DETAIL
A2/A-503.
TYPE A2
FACE OF EXST CONC WALL
TYPE A3
FACE OF EXST CONC WALL
TYPE B1
TYPE B2
05 50 A.1
05 40 A.4A
09 29 B.509 29 B.1
TYPE A1
03 30 A.2 03 37 A.1
(8" THICK) (6" THICK)
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
TYPE B1A
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
09 30 C.1
TYPE B2A
05 50 A.1
05 40 A.4A
09 30 C.1
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
TYPE A3C
FACE OF EXST CONC WALL
(6" THICK)
TYPE B1B
09 30 C.1
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
09 29 B.1
05 40 A.4A
09 30 C.1
05 40 A.4
TYPE A3B
FACE OF EXST CONC WALL
05 40 A.3
09 30 C.1
03 37 A.1
(6" THICK)
TYPE C1 TYPE C2 (4'-0" WSCT - TYPICAL)
TYPE C2A (7'-0" WSCT - SHOWERS)
TYPE C3
09 29 B.2
05 40 A.305 40 A.3A
09 29 B.1
09 29 B.5
09 30 C.1
05 40 A.305 40 A.3A
09 29 B.1
22 42 A.1
05 40 A.3A
05 40 A.3
09 30 C.1
TYPE D1 TYPE D1A
TYPE D2
FACE OF EXST
WALL OR COL
FACE OF EXST
CONC COL
09 29 B.1
05 40 B.1
TYPE B1C
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
TYPE B1D
09 30 C.1
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
09 29 B.1
05 40 A.4A
09 29 B.1
05 40 A.4A
TYPE D1B
09 29 B.5
05 40 A.4A
FACE OF EXST
WALL OR COL
TYPE E1 TYPE E1A TYPE E1C
09 29 B.5
05 40 A.4A
05 50 A.1
05 40 A.3A
09 29 B.1
05 40 A.3
09 30 C.1
05 40 A.3A
09 29 B.2
FACE OF EXST
WALL OR COL
FACE OF EXST
WALL OR COL
FACE OF EXST
WALL OR COL
TYPE D3
09 29 B.1
05 40 A.3
TYPE A1 (8" CONCRETE)
TYPE A1A (10" CONCRETE)
TYPE A1B (12" CONCRETE)
TYPE A1C (14" CONCRETE)
05 40 A.4A
09 29 B.109 29 B.1
03 37 A.1 03 37 A.1
09 29 B.1
05 40 A.3
TYPE B3
09 29 B.1
05 40 A.4A
09 29 B.2
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
TYPE B4
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 50
09 29 B.1
05 40 A.4A
09 29 B.1
05 40 C.1
NOTE:
REFERENCE SHEET A-502 FOR TYPICAL PARTITION DETAILS.
TYPE F1 TYPE F2 TYPE F3 TYPE F4
09 29 B.1
05 40 A.4A 05 50 A.1
09 29 B.5
09 29 B.5
05 40 A.305 40 A.3A 03 30 A.2
07 24 A.1 07 24 A.1 07 24 A.107 24 A.1
(4'-0" WSCT)
(7'-0" WSCT)
(7'-0" WSCT - SHOWERS)
(4'-0" WSCT - TYPICAL)
(4'-0" WSCT)
3 1/8 "3 1/8 "3 1/8 "
TYPE G1
FACE OF EXST
WALL OR COL
09 30 C.2
10 1/2" (UON) 10 1/2" (UON) 10 1/2" (UON)
PER PLANPER PLAN PER PLAN
PER PLAN
PER PLAN
PER PLAN
10 1/2" (UON)
1 1/2"=1'-0" A1
PARTITION TYPES
0 8"4" 1'-0"
09 30 C.1 09 30 C.1
05 40 A.4
(4'-0" WSCT) (7'-0" WSCT)
(4'-0" WSCT)
09 29 B.2
TYPE C1A
TYPE C2B
05 50 A.1
(TYPE C2B)
09 29 B.2
TYPE C1B
(4'-0" WSCT AT
TYPE C1 &
7'-0" WSCT AT
TYPE C1B)
FLATTENED 18 GAGE EXPANDED METAL SCREEN
09 30 C.2 THIN-SET CERAMIC TILE WAINSCOT ON EXISTING CONCRETE WALL OR
COLUMN
09 29 B.5
(TYPE D3A)
TYPE D3A
05 50 A.1
(TYPE D3A)
FACE OF WALL
CONC COL OR
FACE OF EXST
05 40 A.5A METAL STUD 6005125-18/33 @ 16" OC WITH 5 1/2" THICK SOUND
ATTENUATION BATT INSULATION
07 24 A.2
07 24 A.1 EXTERIOR FINISH SYSTEM, PAINT IN ACCORDANCE WITH FINISH SCHEDULE
5/8" GLASS MAT GYPSUM SHEATHING BOARD
22 42 A.1 S.S. SHOWER PANEL
05 40 A.5
ATTENUATION BATT INSULATION
METAL STUD, 4005125-30 @ 16" OC WITH 31/2" THICK SOUND
MINIMUM STC RATING: 50 AT CLASSROOMS
(4'-0" WSCT)
TYPE F5
05 40 A.4A
07 24 A.1
07 24 A.2
09 30 C.1
(4'-0" WSCT AT
TYPE F5 & 7'-0"
WSCT AT
TYPE F5A)
TYPE F5A
TYPE E1B
(4'-0" WSCT AT E1A &
7'-0" WSCT AT E1B)
05 40 A.5
07 24 A.2 07 24 A.2 07 24 A.2
(4'-0" WSCT AT C1,
C1A & C1B &
7'-0" WSCT AT 1C)
(TYPE C1A &
C1C)
TYPE C1C
TYPE B1E
NON-RATED OR SMOKE PARTITION AS INDICATED
MINIMUM STC RATING: 45
09 29 B.1 09 30 C.1
05 40 A.4
(7'-0" WSCT)
09 29 B.2
05 40 A.5A
(AT B1F)
(AT B1B)
TYPE B1F
(4'-0" WSCT - TYPICAL)
(7'-0" WSCT - SHOWERS)
22 42 A.1
09 30 C.1
FACE OF EXST CONC WALL
(6" THICK)
03 37 A.1
09 29 B.1
05 40 A.3
3 1/8 "
TYPE A3A
09 30 C.1
(7'-0" WSCT)
09 29 B.2
(6" THICK)
03 37 A.1
09 29 B.109 29 B.1
TYPE B5
05 40 A.5A
07 24 A.3
MIN R VALUE: 13
07 24 A.3 VAPOR BARRIER MEMBRANE
07 24 A.3
MIN R VALUE: 13
07 24 A.3 07 24 A.3
TYPE F3A
09 29 C.1
GYP BD THK)
TO MATCH EXST ADJ
(TYPE F3A GYP BD THK
ON SHEETS FX-104 THROUGH FX-110. ON SHEETS FX-104 THROUGH FX-110. ON SHEETS FX-104 THROUGH FX-110.ON SHEETS FX-104 THROUGH FX-110. ON SHEETS FX-104 THROUGH FX-110. ON SHEETS FX-104 THROUGH FX-110. ON SHEETS FX-104 THROUGH FX-110. ON SHEETS FX-104 THROUGH FX-110.
ON SHEETS FX-104 THROUGH FX-110. ON SHEETS FX-104 THROUGH FX-110.
1. SHEET KEYNOTES ON THIS SHEET APPLICABLE TO THIS SHEET ONLY.
2. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS, GENERAL NOTES,
SYMBOLS AND LEGENDS.
3. REFER TO SHEETS ON SHEETS FX-104 THROUGH FX-110 FOR RATED WALL
CONSTRUCTION AND SMOKE PARTITION LOCATIONS.
4. ALL PARTITION TYPES SHALL EXTEND TO THE UNDERSIDE OF METAL ROOF
DECK, CONCRETE SLAB, OR STRUCTURAL BEAMS.
5. PARTITION TYPES C1, C2, C2A, AND C3: PROVIDE METAL STUD GUSSET
362S125-30 @ 16" OC HORIZONTAL AND 48" OC VERTICAL (3 MINIMUM)
6. PROVIDE TELECOMMUNICATIONS EQUIPMENT BACKERBOARDS PER
TELECOMMUNICATIONS DRAWINGS AND SPECIFICATIONS.
7. UNLESS OTHERWISE NOTED, PARTITION STUD THICKNESS TO BE DESIGNED AND
BRACED TO ACHIEVE AN L/240 DEFLECTION (FOR PARTITION ASSEMBLY) AS
REQUIRED BY CODE.
8. PARTITIONS TO RECEIVE CERAMIC TILE FINISH, PARTITION STUD THICKNESS TO
BE DESIGNED AND BRACED TO ACHIEVE AN L/360 DEFLECTION OR LESS (FOR
PARTITION ASSEMBLY) AS RECOMMENDED BY T.C.A.
9. SEE SHEET A-502 FOR EDGE TREATMENT OF STL RATED PARTITIONS.
51 89
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
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IDENTIFICATION
SHEET
D E
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N E
D B
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D W
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GENERAL SHEET NOTES
SHEET KEYNOTES
(SHEET KEYNOTES APPLICABLE TO THIS SHEET ONLY)
GYPSUM CONTROL JOINTS DETAIL, THIS SHEET.
EQUALLY SPACE JOINTS ALONG ENTIRE PARTITION. REFER TO TYPICAL
LONG OR GREATER. IF MULTIPLE CONTROL JOINTS ARE REQUIRED, THEN
INSTALL GYPSUM BOARD CONTROL JOINT ON CONTINUOUS PARTITIONS OF 20' 5.
INSULATION) AROUND BOXES.
A MINIMUM OF 16" O.C. AND EXTEND INSULATION (IF PARTITION TYPE CONTAINS
OFFSET ALL ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF PARTITION 4.
PARTITION ASSEMBLY) AS RECOMMENDED BY T.C.A.
BE DESIGNED AND BRACED TO ACHIEVE AN L/360 DEFLECTION OR LESS (FOR
PARTITIONS TO RECEIVE CERAMIC TILE FINISH, PARTITION STUD THICKNESS TO 3.
AS REQUIRED BY CODE.
AND BRACED TO ACHIEVE AN L/240 DEFLECTION (FOR PARTITION ASSEMBLY)
UNLESS OTHERWISE NOTED, PARTITION STUD THICKNESS TO BE DESIGNED 2.
.AF601, AF602, AND AF603ROOM FINISH SCHEDULE ON SHEET
RECEIVE CERAMIC TILE FINISH. COORDINATE CERAMIC TILE LOCATION WITH
INSTALL 5/8" CEMENTITIOUS BACKER BOARD ON ALL WALLS SCHEDULED TO 1.
CARPET FLOOR.09 68 A1
RESILIENT BASE.09 65 A2
RESILIENT FLOOR.09 65 A1
AND EXTEND 4" AT CORNERS.
MEMBRANE MATERIAL, EXTEND 4" ABOVE CERAMIC TILE, LAP 4" AT ENDS 09 30 B2
SIM.XX/A-5XXGYPSUM BOARD SEE DETAIL
CONCRETE ROOF. FOR CERAMIC TILE WAINSCOT TRANSITION TO
5/8" GYPSUM BOARD ABOVE WAINSCOT TO UNDERSIDE OF EXISTING
CERAMIC TILE WAINSCOT ON 5/8" CEMENTITIOUS BACKER BOARD AND 09 30 B1
WATERPROOF MEMBRANE AT 2ND AND 3RD FLOORS.09 30 A5
THIN-SET CERAMIC TILE FLOOR.09 30 A4
MORTAR SETTING BED WITH WIRE FABRIC REINFORCING.09 30 A3
CERAMIC TILE COVE BASE.09 30 A2
CERAMIC TILE (FLOOR SLOPE TO DRAIN).09 30 A1
VERTICAL CONTROL JOINT WITH SEALANT.09 29 A2
"L" TRIM.09 29 A1
FINISH FLOOR AND BASE PER FINISH SCHEDULE.09 00 A2
PER PARTITON TYPE.09 00 A1
TRACK AND FLOOR, WALLS, AND ROOF DECK.
TWO ROWS CONTINUOUS ACOUSTICAL SEALANT BETWEEN METAL STUD 07 92 A2
(FLOORS, WALLS, AND ROOF DECK).
CONTINUOUS ACOUSTICAL SEALANT AT PERIMETER OF PARTITION 07 92 A1
FLUTE ABOVE METAL STUD PARTITION.
CUT AND COMPRESS BATT INSULATION TO FILL EXISTING METAL DECK 07 21 A1
7/8" FURRING CHANNELS @ 24" ON CENTER.05 40 A6
1/2" RESILIENT CHANNELS @ 24" ON CENTER.05 40 A5
ABOVE METAL STUD PARTITION.
FASTEN TO EXISTING METAL DECK 68 MILS (14 GAGE) METAL PLATE 05 40 A4
68 MILS (14 GAGE) VERTICAL SLIDE CLIP AT EACH STUD.05 40 A3
THICKNESS. TOP TRACK SHALL HAVE 2" FLANGES.
TOP AND BOTTOM TRACK SHALL MATCH METAL STUD SIZE AND MIL 05 40 A2
METAL STUDS AND BATT INSULATION PER PARTITION TYPE.05 40 A1
4" HIGH CONCRETE CURB x PARTITION TYPE.03 30 A2
CONCRETE FLOOR SLAB.03 30 A1
EXISTING RIGID INSULATION.E07 22 A1
EXISTING METAL DECK.E05 31 A1
EXISTING CONCRETE FLOOR SLAB.E03 30 A1
1/4" MAX
8"6"4"2"0 8"6"4"2"0
PARTITION CONTROL JOINT
A1R
PARTITION TERMINATION TO EXISTING METAL ROOF DECK
A1P
3"=1'-0" UON
A1
TYPICAL PARTITION DETAILS
PER PTN TYPE
PARTITION AT 1ST FLOOR
A1A
PARTITION AT 2ND AND 3RD FLOORS
A1E
PARTITION AT 2ND AND 3RD FLOORS
A1F
PARTITION AT 1ST FLOOR
A1B
PARTITION PARALLEL TO METAL DECK PARTITION PERPENDICULAR TO METAL DECK
CONCRETE DECK (WALL SIMILAR)
PARTITION TERMINATION TO EXISTING
A1N
(CONDITION SHOWN WITH RESILIENT CHANNEL)
PARTITION PARALLEL TO METAL DECK
(CONDITION SHOWN WITH RESILIENT CHANNEL)
B4
PARTITION AT 2ND AND 3RD FLOORS
A1G
PARTITION AT 1ST FLOOR
A1C
TO CONCRETE DECK OR WALL SIM
PARTITION TERMINATION
A1J
PARTITION TERMINATION TO METAL ROOF DECK
A1K
B4
B4
B4
TERMINATION AT LATRINES
LOW PARTITION
A1L
PER PTN TYPE PER PTN TYPE PER PTN TYPE
PER PTN TYPE
W S
C T H
G T
NOTE:
1.FOR PARTITION DETAILS A1A THROUGH A1R, SEE ROOM FINISH SCHEDULE, SHEET AF601,
AF602, AND AF603, TO DETERMINE APPLICABLE FLOOR/BASE AND TERMINATION DETAILS.
2.FOR SUSPENDED ACOUSTICAL CEILING TILE DETAIL, SEE D1/A-503.
3.FOR SUSPENDED GYPSUM BOARD CEILING DETAIL, SEE D2/A-503.
PER PTN TYPE
PARTITION AT 2ND AND 3RD FLOORS
A1H
GASKET
LEAD CAULKING
AND OAKUM
FLASHING CLAMP W/
THREADED ADAPTER
SECONDARY
FLOOR DRAIN
EXST CONC
FLOOR SLAB
8"6"4"2"0
FLOOR DRAIN
REINF
MORTAR BED
ROUGHEN EDGE OF EXST
FLOOR PENETRATION &
EPOXY GROUT AFTER
INSTALLING DRAIN PIPE
WATERPROOFING
MEMBRANE TURN DOWN
INTO SECONDARY DRAIN
DRAIN
PIPE
THREADED DRAIN PIPE
3"=1'-0" A4
TYPICAL FLOOR DRAIN
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09 65 A1
09 65 A2
09 68 A1
09 65 A2
09 00 A1 09 00 A1
09 00 A2
09 00 A2
07 92 A1 07 92 A1
07 92 A1 07 92 A1
09 30 B2
09 30 B2
09 30 B1
09 30 B1
09 30 A1
09 30 A2
09 30 A3
E03 30 A1
E03 30 A1
09 30 A1
09 30 A2
09 30 A3
E03 30 A1
09 29 A1 07 92 A1 07 92 A1
07 92 A1
09 29 A1
09 00 A109 29 A3
07 92 A1
09 00 A1
05 40 A3
05 40 A4E05 31 A1
07 21 A107 21 A1
05 40 A3
05 40 A4
03 30 A1 03 30 A1
05 40 A1
05 40 A2
05 40 A1
09 65 A2 09 65 A2
05 40 A1 09 00 A1 09 00 A1
05 40 A2
05 40 A1
09 68 A1
05 40 A2
05 40 A2
09 30 A5
09 65 A1
E07 22 A1
05 40 A1
05 40 A2
05 40 A1
05 40 A2
05 40 A1
05 40 A2
03 30 A2
03 30 A2
E05 31 A1
E07 22 A1
07 21 A1
09 65 A1
09 65 A2
07 92 A1
05 40 A1 09 00 A1
05 40 A2
05 40 A5
07 92 A2
09 68 A1
09 65 A2
09 00 A1
05 40 A2
05 40 A5
09 65 A1
09 65 A2
07 92 A1
05 40 A1
07 92 A2
07 92 A109 29 A1
07 92 A2
07 92 A1
07 92 A2
05 40 A3
05 40 A4
05 40 A1
E03 30 A1
05 40 A5 05 40 A5
09 00 A2
07 26 A1
07 26 A1
07 26 A1
05 40 A1
09 30 B1
09 30 B2
09 30 B1
09 30 A1
09 30 A2
09 30 A3
03 30 A2
09 30 A5
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
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S U
B M
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NOTE:
FOR CEILING SEISMIC SPLAY
BRACING DETAIL, REFERENCE
DETAIL A3/A-503.
NOTE:
FOR CEILING SEISMIC SPLAY
BRACING DETAIL, REFERENCE
DETAIL A3/A-503.
DETAIL AT WALL
ISOMETRIC VIEW
CROSS TO MAIN RUNNER CONNECTION DETAIL
NOTES:
1. SPLICES & INTERSECTIONS OF RUNNERS SHALL BE ATTACHED W/
MECH. INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SREWS,
PINS, PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS.
DESIGN CONNECTORS FOR 2X DESIGN LOAD OR ULTIMATE AXIAL
TENSION OR COMPRESSION (MIN. 120#)
2. APPLICABLE FOR SUSPENDED ACT IN AREAS LARGER THAN 144 SF
SURROUNDED BY WALLS THAT CONNECT DIRECTLY TO THE
STRUCTURE ABOVE PER ASTM E580.
NTS
A3
SPLAY BRACING DETAIL
SUSPENDED CEILING SEISMIC
DT5001_09-22-00_001
SPLAY BRACE
WIRE
CROSS
RUNNER
ACOUSTICAL C.T.
MAIN RUNNER
CONT HORIZ STRUT TO
PREVENT SPREADING
OF RUNNERS
WALL
TRIM
FACE OF
WALL
HANGER
WIRE
MAIN
RUNNER
CROSS
RUNNER
SEISMIC
LOCKING PIN
MAIN
RUNNER
CROSS
RUNNER
8" Ø MINIMUM
VERTICAL HANGER
WIRE @ 4'-0"
3 TURNS
MINIMUM
WITHIN 3"
(TYPICAL)
SPLICE
45° SPLAY WIRE (1/8" Ø
MINIMUM) BRACING IN
VERTICAL PLANES
THROUGH MAIN AND
CROSS BRACING.
SPLAY WIRE BRACING
@ 12'-0" O.C. IN BOTH
DIRECTIONS ALL WIRES
ATTACHED TO MAIN
RUNNER - 4 WIRES.
2" M
AX
T Y
P
T Y P
6" MAX
NOT TO EXCEED 4'-0"
M
A X
M A X
DT5001_09-29-00_001
ACOUSTICAL CEILING TILE
WALL ANGLE
EXPOSED CEILING GRID
CEILING
SUSPENSION
SYSTEM
C L
G H
E
IG
H T
1 1/2"=1'-0" A4
SUSPENDED ACOUSTICAL CEILING TILE AT GYPSUM BOARD SOFFIT
SHOTCRETE
SOFFIT
5/8" GYP BD
@ 48"
DIAGONAL BRACE
3 5/8" METAL STUD
STUDS @ 24"
1 5/8" METAL
STUDS @ 24"
3 5/8" METAL
CONC WALL
EXISTING
CONC SLAB
EXISTING
BACKER BD
SEALANT W/
EDGE TRIM &
O P
E N
IN
G H
E
IG
H T B
E Y
O N
D
1'-0"9"EXST WALL
0 8"4" 1'-0"
DT5001_09-29-00_002
SUSP 5/8" GYP BD CLG
@ 48"
DIAGONAL BRACE
3 5/8" METAL STUD
C L
G H
E
IG
H T
CORNER BEAD
1 1/2"=1'-0" B4
SUSPENDED GYPSUM BOARD CEILING AT GYPSUM BOARD SOFFIT
STUDS @ 16"
1 5/8" METAL
1'-0"3"6"EXST WALL
BOARD
5/8" GYP
O P
E N
IN
G H
E
IG
H T B
E Y
O N
D
SHOTCRETE
STUDS @ 24"
3 5/8" METAL
CONC SLAB
EXISTING
CEILING
SUSPENSION
SYSTEM
0 8"4" 1'-0"
0 8"4" 1'-0"
WIRE HANGER
1 1/2" METAL CHANNEL
1 1/2" METAL CHANNEL @ 48" OC
7/8" FURRING CHANNEL @ 24" OC
1/2" GYP BD
METAL TRIM
SEALANT
FACE OF WALL
DT5001_09-29-00_003
C L
G H
T
1 1/2"=1'-0" D4
CEILING DETAIL
TYPICAL GYPSUM BOARD
0 8"4" 1'-0"
GYP BD SURFACE
SEALANT
ACOUSTICAL CEILING TILE
WIRE HANGER
C L
G H
T
WALL MOLDING
MAIN RUNNER @ 24" OC
CROSS RUNNER @ 24" OC
1 1/2"=1'-0" D5
CEILING TILE DETAIL
TYPICAL ACOUSTICAL
DT5001_09-51-00_001
MEMB MATL
CBB
CT WSCT
BULLNOSE CT
SURFACE
5/8" GYP BD
INSUL PER PTN TYPE
SEALANT
W S
C T H
G T
3"=1'-0" A2
WAINSCOT TRANSITION DETAIL
CERAMIC TILE
8"6"4"2"0
PARTITION TYPE
METAL STUD PER
DT5001_09-30-00_001
PER PTN TYPE
0 8"4" 1'-0"
MET TRIM ON ALL
EDGES OF GYP BD
OPENING
8" MET FURRING
@ 24" OC
METAL FRAMES
DOOR CATCH PER GYP BD
MANUFACTURER
1 12" MET CHANNEL, 36" LONG
2 EACH AT OPENING
4"Ø BOLT @ 6" OC
1 12" CHANNEL
@ 24" OC
2 EA-2"x2" HINGE PER GWB
MANUFACTURER, WELD
TO METAL FRAMES
4"
ACCESS PANEL SIZE
GYP BD CLG
ACCESS PANEL
GYP BD CLG
DT5001_08-31-16_0021 1/2"=1'-0"
D3
AT GYPSUM BOARD CEILING
CEILING ACCESS PANEL
0 8"4" 1'-0"
ANCHOR AS
RECOMMENDED BY
MANUFACTURER
METAL STUD PER
PARTITION TYPE
CERAMIC TILE WAINSCOT ON
5/8" CEMENTITIOUS BOARD
ACCESS PANEL SIZE1" 1"
FRAME OPENING
1 1/2"=1'-0" A1
WALL ACCESS PANEL
DT5001_08-31-16_003
FLUSH GALVANIZED
STEEL ACCESS PANEL
RETARDER
VAPOR
COVER
16OZ COPPER
SEALANT
1/2" 12"
BACKER ROD
SEALANT W/
CLIP
CONT COPPER
3x8 W/ 3/4" SLOPE
NAILER OUT OF
TREATED WOOD
3'-4" x 2'-4" VERIFY
MIN & 4" FROM CORNERS
ANCHOR EMBED 3 1/2" @ 2 PER SIDE
3/8"Ø BOLT W/DROP-IN EXPANSION
0 8"4" 1'-0"
DT0760_07-60-00_0071 1/2"=1'-0"
B2
EXISTING FLUE COVER DETAIL
FLUE
EXST CONC
NON-RATED FEC
T O F
IN
F
L
3" MAX
FEC
A-503
C1A
A-503
C1C
M A
X
FEC
5/8" GYP BD
ROUGH OPG
MINIMUM
INDICATE
DASH LINE
EXST COL
"=1'-0"2
C1
FIRE EXTINGUISHER CABINET DETAIL
SEMI-RECESSED
ELEVATION
C1A
PLAN
C1B
SECTION
C1C
STUD @ 16" OC
METAL
FEC NOTES:
1. MINIMUM CABINET DIMENSIONS
SHALL BE 27"H X12"W X8"D.
2. CABINET MATERIAL SHALL BE
CLEAR, ANODIZED ALUMINUM
FINISH. CABINET DOORS SHALL
BE CLEAR TEMPERED GLASS.
3. PROVIDE SEMI-RECESSED FIRE
EXTINGUISHER CABINETS.
4. PROVIDE FEC W/ BRACKETS ONLY.
FIRE EXTINGUISHERS WILL BE
FURNISHED BY USER.
A-503
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
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F
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A M
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P L
O T S
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M A
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ANSI D 22 x 34
-1
-5
S
E P
A
PIPE HANDRAIL
SCHED 40 ALUM
1/14" Ø NOMINAL
1"
SIDE FRONT
TOP
2 3/4 "
1/4 "R
1"
TO FACE OF WALL
6"
T O F
A C
E O
F W
A L L
8" Ø STL ROD
(HOT-DIPPED GALV)
FLOOR LINE
NOTE:
ANCHORS SHALL BE LOCATED AS
INDICATED ON THE FLOOR PLAN
SEE SHEETS A-103 AND A-104.
ONE-HALF FULL SIZE
B2
FLOOR ANCHOR DETAIL
ARMS ROOM
0 2" 4"1"
0 2'-0" 4'-0" 6'-0"
T Y
P
IC
A L
F L
U S
H
LANDING 'B'
6'-0" (RM 141)
LANDING 'A'
4'-11" (TYPICAL)
3/8"=1'-0" A1
METAL LANDING
A1A
TYPICAL PLAN
BOLTED TO CHANNEL
ALUMINUM PLATE
3/8" CHECKERED
ML-1
1B1B
3/4"=1'-0" A1B
SECTION
0 1'-0" 2'-0" 3'-0"
2'- 5/8 "
3'-0"
FIELD VERIFY
ALUM CHANNEL
HANDRAIL
ALUM PIPE
1 1/4" Ø SCHED 40
1'- 1/2 " 10 1/2 "
1ST, 2ND,
OR 3RD FL
EXST LANAI
BOLTED TO CHANNELS
ALUMINUM PLATE
3/8" CHECKERED
LANDING AT EACH LOCATION
VARIES - PROVIDE LEVEL
RUBBER FEET THICKNESS
HOLE W/ EPOXY (3" EMBEDMENT)
(4 SIDES) SET IN PRE-DRILLED
1/2" Ø SST EXP BT @ 24" OC MAX
MINIMUM) - SEE NOTE 1
CHANNEL FRAME (4"
FIELD VERIFY ALUM
NOTE:
1.CHANNEL FRAME SIZE VARIES
PER FLOOR DUE TO HEIGHT
DIFFERENCE BETWEEN BLDG
FINISH FLOOR LINE AND LANAI
FLOOR.
R
D F
L O
O R
S F
L O
O R O
N
N D A
V A
R
IE
S A
T F
IR
MTL STUD PARTITION
WALL
CMU OR CONC
CONDUIT
PIPE OR
ACOUSTICAL SEALANT
NON-HARDENING
THAN OD OF PIPE OR CONDUIT
OPENING 1" TO 1 3/8" LARGER
ANNULAR SPACE
MINERAL WOOL IN
MECHANICAL DRAWINGS
HANGER OR MOUNT PER
4" LARGER THAN OD OF PIPE
20 GAGE STEEL COVER PLATE
3/16"x1 1/4" FENDER WASHERS
1/8" Ø TOGGLE BOLTS @ 6" OC W/
SEALANT
ANNULAR SPACE
MINERAL WOOL IN
FROM MTL STUD TRACK
FORM ANNULAR SPACE
WALL
CMU OR CONC
ACOUSTICAL SEALANT
NON-HARDENING
ANNULAR SPACE
MINERAL WOOL IN
THAN DUCT SIZE ON ALL SIDES
OPENING 1/2" TO 3/4" LARGER
MECHANICAL DRAWINGS
HANGER PER
STRAP OR ISOLATION
MECH DWGS
DUCT, SEE
DUCT
AROUND OPENING
SHT MTL SLEEVE
MECH DWGS
DUCT, SEE
DUCT
ACOUSTICAL SEALANT
NON-HARDENING
THAN DUCT SIZE ON ALL SIDES
OPENING 1/2" TO 3/4" LARGER
AROUND OPENING
MTL STUD SLEEVE
ANNULAR SPACE
MINERAL WOOL IN
MECHANICAL DRAWINGS
HANGER PER
STRAP OR ISOLATION
PARTITION
MTL STUD
NOTE:
SEE PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATIONS DRAWINGS FOR
ADDITIONAL PENETRATION INFORMATION AND
DETAILS.
NOTE:
SEE PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATIONS DRAWINGS FOR
ADDITIONAL PENETRATION INFORMATION AND
DETAILS.
ALL SIDES
"L" TRIM ON
NTS
A3
PIPE PENETRATION THROUGH SMOKE PARTITION DETAIL
A3A
THROUGH METAL STUD PARTITION
A3B
THROUGH CMU OR CONCRETE (FLOOR SLAB SIMILAR)
NTS
B3
DUCT PENETRATION THROUGH SMOKE PARTITION DETAIL
B3A
THROUGH METAL STUD PARTITION
B3B
THROUGH CMU OR CONCRETE (FLOOR SLAB SIMILAR)
NTS
D3
PIPE / CONDUITS THROUGH CONCRETE FLOOR
PLAN SECTION
ELEVATION SECTION
ELEVATION SECTION ELEVATION SECTION
ELEVATION SECTION
NOTE:
SEE PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATIONS DRAWINGS FOR
ADDITIONAL PENETRATION INFORMATION AND
DETAILS.
PIPE / CONDUITS
CONC SLAB
SEALANT
SEALANT
PER PARTITION TYPE
MECH DWGS
DUCT, SEE
LAP 4 SIDES
1" MINIMUM
1/4" TO 1/2" CLEARANCE
SLEEVE, 4 SIDES
MIN 14 GAGE
CMU OR CONC WALL
LAP 4 SIDES
1" MINIMUM
SLEEVE, 4 SIDES
MIN 14 GAGE
SEE MECH DWGS
INSUL WHERE OCCURS,
SEALANT ALL AROUND
SEALANT ALL AROUND
WALL ALL AROUND (NOTE 1)
SLEEVE AND SNUG TO
L3"x3"x1/4" WELD TO 14 GA
NESTED STUD, 4 SIDES
METAL STUD TRACK W/
WALL ALL AROUND (NOTE 1)
SLEEVE AND SNUG TO
L3"x3"x1/4" WELD TO 14 GA
AND SLEEVE ALL AROUND
L3"x3"x1/4" SNUG TO WALL
8" OC
TACKWELD TO SLEEVE @
BOLT, SCREW, RIVET, OR
1/4" TO 1/2" CLEARANCE
8" OC
TACKWELD TO SLEEVE @
BOLT, SCREW, RIVET, OR
MECH DWGS
DUCT, SEE
SEE MECH DWGS
INSUL WHERE OCCURS,
AROUND
WALL AND SLEEVE ALL
L3"x3"x1/4" SNUG TO
(NOTE 2)
SECURITY BARS
(NOTE 2)
SECURITY BARS
(NOTE 1)
14 GAGE SLEEVE
(NOTE 1)
14 GAGE SLEEVE
B1A
COND AT STUD PARTITION
B1B
COND AT CMU OR CONCRETE WALL
NTS
B1
PENETRATION DETAIL
SECURE WALL
NOTES:
1.ANGLE AND SLEEVE ASSEMBLY: CONTINUOUS FULL WELD AND GRIND
SMOOTH ALL CONNECTIONS.
2.SECURITY BARS: 1/2" Ø STEEL BARS 6" OC EACH WAY. FULL WELD TO 14
GAGE SLEEVE.
A-504
D E
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IG
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N C
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H O
N O
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N G
IN
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R D
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W A
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N A
L D T P
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A S S
H O
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US Army Corps
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A N
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
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B E
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P L
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A T
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F
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A M
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P L
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C A
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S
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M A
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M A
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ANSI D 22 x 34
-1
-5
S
E P
A
1'-0"1'-0"1'-0"
0 8"4" 1'-0"
E
Q R
S E
E C
IV
IL
STL PIPE SCHED 40
1 1/4" Ø NPS GALV
PT-11
GROUT
NON-SHRINK
PIPE & FILL W/
Ø HOLE FOR
PROVIDE 2 1/2"
AT EACH PIPE EMBEDMENT
12"x12"x12" THICKEN CONC SLAB
STRUCTURAL DWGS
CONC STAIR ON GRADE SEE
SAFETY NOSING
DET
3/4"=1'-0" A5
STEP AND RAILING DETAIL
0 1'-0" 2'-0" 3'-0"
A3B
A-505
6" 6"
3/4"=1'-0" A3
RAILING DETAIL
SLAB
LANAI
CONC
EPOXY INTO
SET RAIL POST
A3B
SECTION
A3A
TYPICAL ELEVATION
EQ EQ
EXTERIOR ELEVATION
LOCATION PER
INTERMEDIATE POST
SMOOTH ALL CONNECTIONS
RAILING WELD AND GRIND
1 1/4" Ø NPS GALV PIPE
SMOOTH ALL CONNECTIONS
POSTS WELD AND GRIND
POSTS & INTERMEDIATE
1 1/4" Ø NPS GALV PIPE
6"
WELDS
4 1/8 "1"
0 8"4" 1'-0"
B4C
PLAN
B4A
SECTION
1 1/2"=1'-0" B4
HANDRAIL DETAIL
(4 EACH BRACKET)
1/2" Ø EXP BOLTS
BRACKETS
1/4" THK GALV PIPE
@ ± 3'-3" Ø SPACING
RAIL & VERT POSTS
GALV PIPE TOP
Ø NPS SCHED 40 4
MAX SPACING
@ 4 1/4" OC
BALUSTRADE
GALV PIPE
SCHED 40
3/8" Ø NPS
EXST CONC STAIR
GALV PIPE BOTTOM RAIL
3/4" Ø NPS SCHED 40
FLOOR
CONDITION AT
DASH LINE INDICATE
4"
C BRACKETL
SPHERE
6" Ø
SPHERE
4" Ø
B4D
TOP RAIL TO WALL CONNECTION
STEEL PIPE FLANGE
CONC WALL
FACE OF EXST
T O F
IN
F
L R
T O N
O S
IN
G
N O
S
IN
G
@ 120°)
W/ EXP SHEILDS (3
3/8" Ø FH SCREWS
2" R
2" R
R
BOTTOM RAIL
TOP RAIL
POST
BALUSTRADE
B4B
RAILING AND BRACKET ELEVATION
TOP RAIL
BALUSTRADE
CONC STAIR
FACE OF EXST
EXST CONC STAIR
EXST CONC STAIR
FLOOR
OVER EXST CONC
FIN FLR AS SCHED
C BRACKETL
4"
V A
R
IE
S
/8 A
T N
O S
IN
G
1'-0"
PT-11
NOTE:
1. FULL WELD AND GRIND SMOOTH ALL RAILING
PIPE CONNECTIONS.
2. PAINT PIPE RAILING AND BRACKETS .
TYP
3/8 "R
3/4 "
3"
8"6"4"2"0
S E
E C
IV
IL
D
W G
S
SEE CIVIL DWGS
STRIPS
NOSING WITH ABRASIVE
CONT 3" CAST ALUMINUM
3"=1'-0" A4
NOSING DETAIL
FIRST FLOOR
0"
SECOND FLOOR
12'-7"
THIRD FLOOR
25'-2"
FIRST FLOOR
0"
SECOND FLOOR
12'-7"
THIRD FLOOR
25'-2"
FIRST FLOOR
0"
SECOND FLOOR
12'-7"
THIRD FLOOR
25'-2"
(EXST CONC RAILING)
(EXST CONC RAILING)
(EXST CONC)
PT-8
PT-7
PT-7
PT-8
PT-11
PT-8
PT-8
PT-8
PT-7
(UNDERSIDE OF EXST
CONC STAIR - TYP)
(EXST CONC CAP - TYP)
(EXST CONC CAP - TYP)
(EXST CONC CAP - TYP)
(EXISTING PIPE
GUARDRAIL - TYP)
(WSCT - TYP)
DC-1
(EXST CONC
TREAD & RISER)
(EXST CONC)
PT-7
DC-1
(EXST CONC
TREAD, RISER,
& LANDING - TYP)
PT-8
(EXST CONC RAILING)
PT-8
(WSCT - TYP)
PT-8
(EXST CONC CAP - TYP)
DC-1
(EXST CONC
TREAD, RISER,
& LANDING - TYP)
PT-11
(EXISTING PIPE
GUARDRAIL - TYP)
PT-7
PT-8
(EXST CONC CAP - TYP)
PT-7
(EXST CONC RAILING)
DC-1
(EXST CONC
TREAD & RISER - TYP)
PT-8
(EXST CONC CAP - TYP)
PT-11
(EXISTING PIPE
GUARDRAIL - TYP)
PT-7
(EXST CONC RAILING)
(EXST OPENINGS IN
CONC RAILING - TYP)
PT-7
(UNDERSIDE OF EXST
CONC STAIR - TYP)
PT-8
(WSCT - TYP)
1/8"=1'-0" A1
EXISTING LANAI STAIR FINISHES
A1A
EXISTING STAIR ELEVATIONS
A1B
EXISTING STAIR ELEVATIONS
A1C
EXISTING STAIR ELEVATIONS
PT-8
(EXST CONC CAP - TYP)
PT-7
(EXST CONC RAILING)
PT-8
(EXST CONC CAP - TYP)
PT-7
(EXST CONC RAILING)
PT-8
(EXST CONC CAP - TYP)
PT-7
(EXST CONC RAILING)
PT-8
(EXST CONC CAP - TYP)
PT-7
(EXST OPENINGS IN
CONC RAILING - TYP)
PT-7
(EXST CONC RAILING)
PT-8
(EXST CONC CAP - TYP)
C3A
ELEVATION
" 1
SIM
A3B
A-505
15'-0"
1'-0" 3'-9" 3'-9" 3'-9" 3'-9" 1'-0"
1/4"=1'-0" C3
RAMP RAILING DETAIL
0 4'-0" 8'-0"2'-0"
55 89
A
R M
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O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
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B
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J E
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N B
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N C
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H O
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N G
IN
E E
R D
IS
T R
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A N
S I
D
M A
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S C
H O
F
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L D B
A R
R A
C K
S
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H U
H A
W A
II
N A
K A
G A
W A
R O
N A
L D T P
O H
R T
N J
N N
A-505
S T
A
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S
13 14
17 18
A B
A B
A B
A
183 2113
A-505
A4
A-505
A1A A-505
A1B
A-505
A1C
A-505
A1A SIM
OH
SECTION "U" SECTION "V"
SECTION "W" SECTION "X"
SECTION "Y" SECTION "Z"
"V" "U"
"U""V"
"W""X"
"Z" "Y"
"X" "W"
"Y""Z"
KEY PLAN
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P e n c p w -w o rk \p o h -1 \j e c m f9 \d
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
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T E
D B
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F
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B E
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P L
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A T
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F
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P L
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C A
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ANSI D 22 x 34
-1
-5
S
E P
A
C3
OPERABLE PARTITION SOFFIT DETAIL
CHANNEL
7/8" FURRING
TILE CEILING
ACOUSTICAL
METAL CORNER BEAD
5/8" GYP BD
DOUBLE LAYER
AT 24" OC
3 5/8" STEEL STUD
/4
M
IN
ACT
1 1/2"=1'-0"
3 1/2 "
1/4"=1'-0" A4A
PLAN
A4B
SILL
A4C
HINGE JOINT
A4D
DOOR JAMB
A4E
UNIVERSAL JOINT
A-510
A4E
A-510
A4D
A-510
A4C
A-510
A4B
3 1/2 "
1 1/2"=1'-0" UON
A4
FOLDING PARTITION DETAIL
CHANNEL
7/8" FURR
SEE D1/A-521
TERMINATION DETAIL
FOR PARTITION
GYPSUM BOARD
FACE OF WALL
(FIN PER SCHED)
METAL
TRIM
ACOUSTICAL
PANEL DOOR
ACOUSTICAL
PANEL DOORS
ACOUSTICAL
PANEL DOORS
HINGE
FINISH AS
SPECIFIED
CONT. METAL
FLOOR TRACK
ACOUSTICAL
PANEL DOOR
FIN. FLOOR
ACOUSTICAL
SEALS
EXTEND TO BOTTOM OF STRUC STL FRAME
ERECTION BOLT, REFERENCE STRUC DWGS,
HSS 6"x6"x1/4" HANGER WITH 3/4" A307
STL FRAME
BOTTOM OF STRUCTURAL
AT 48" OC, EXTEND TO
NESTED 3 5/8" STEEL STUD
STRUCTURAL STL FRAME
EXTEND TO BOTTOM OF
DOUBLE LAYER 5/8" GYP BD,
HANGER RODS)
BRACKET AND
TROLLEYS, HANGER
TRACK, GUIDE RAIL,
(INCLUDING SEALS,
OPERABLE PARTITION
REINF, TYP
CORNER
MET FOR
IRON SHT
24GA GALV
CONT 4"x4"
DWGS
STRUC
REFERENCE
SUPPORT,
WT PARTITION
STUD AT 24" OC
3 5/8" STEEL
FRAME
TRUCTURAL STL
OF S
BOTTOM
EXTEND TO
TUD AT 24" OC,
3 5/8" STEEL S
D1/A-521 (SIM)
DETAIL SEE
TERMINATION
FOR PARTITION
TYP
BATT INSULATION,
SPRING LOADED
BOTTOM GUIDE
8"6"4"2"0
A1A
THRESHOLD
A1C
MEETING STILES
A1G
TRANSOM HEAD
A1F
TRANSOM JAMB
A1E
DOOR HEAD
TRANSOM SILL
3"=1'-0" A1
DOOR AND TRANSOM FRAME DETAIL
BACKER ROD
SEALANT W/
AIR BARRIER
IN
A
C T
IV
E D
R A
C T
IV
E D
R
(E
X S
T
IN
G R
O U
G H O
P E
N
IN
G
IG
H T V
E R
IF
Y
(E
X
IS
T
IN
G R
O U
G H O
P E
N
IN
G W
ID
T
H V
E R
IF
Y
(E
X S
T
IN
G R
O U
G H O
P E
N
G
IG
H T V
E R
IF
3"
(REF STRL DWGS)
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
CEM PLAS FIN
EXST CONC W/
AIR BARRIER
CONC SLAB BELOW
EDGE OF EXST
DR AS SCHED
CONC SLAB BELOW
EDGE OF EXST
DR AS SCHED
CONC SLAB BELOW
EDGE OF EXST
DR AS SCHED
L TRIM
BACKER ROD
SEALANT W/
FIN FL AS SCHED
AIR BARRIER
BACKER ROD
SEALANT W/
WALL BEYOND
EXST CONC
HEAD HEIGHT
ORIGINAL
T R
A N
S O
M H
E
IG
H T
ORIGINAL OPG WIDTH
(REF STRL DWGS)
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
T R
A N
S O
M H
E
IG
H T
BACKER ROD
SEALANT W/
AIR BARRIER
T R
A N
S O
M W
ID
H
T
DR AS SCHED
A1D
JAMB (HEAD SIM AT DR 123A)
& SHOTCRETE AT DR 123A
OMIT FURRED PARTITION
A1B
JAMB (SIM AT DR 123A)
2ND & 3RD FLOORS)
CONC (EXST CONC AT
IN FULL BED OF SEALANT
ALUM THRESHOLD SET
5 7/8 " 1 15/16 "
3 ANCHORS PER JAMB
METAL DOOR FRAME W/
D R W
ID
T
H
BACKER ROD
SEALANT W/
SOLID GROUT
5 7/8 "
1 15/16 "
1 15/16 " 3 ANCHORS PER JAMB
METAL DOOR FRAME W/
D R W
ID
T
H
BACKER ROD
SEALANT W/
SOLID GROUT
5 7/8 " 1 15/16 "
1 15/16 "
3 ANCHORS PER JAMB
METAL DOOR FRAME W/
D R W
ID
T
H
BACKER ROD
SEALANT W/
SOLID GROUT
5 7/8 "
1 15/16 "
1 15/16 "
3 ANCHORS PER JAMB
METAL DOOR FRAME W/
D O
O R H
E
IG
H T
SOFFIT
BD
GYP
5/8"
BEYOND
WALL
GYP BD
DR 123A)
SHOTCRETE AT
FURRED PARTITION &
PER PTN TYPE (OMIT
ENGINEERING.
SPACING SHALL BE DETERMINED BY WINDOW MANUFACTURE'S
BLAST WINDOW REINFORCEMENT, ANCHOR TYPE AND
NOTE:
56 89
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W A
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G
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A
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M F
F Y P
K G A -0
DAYGATE
JAMB
A4A
/8
/4
1/2 "
D R H
T D
R W
ID
T
H
HEAD
A4B
PTN TYPE
1/2 "
PER PTN TYPE
METAL DR JAMB
METAL DR HEAD
3"=1'-0" A4
METAL DOOR FRAME DETAIL
"16 151 "16
DOOR SEAL
DOOR SEAL
PER PTN TYPE
DT0800_08-11-13_001
8"6"4"2"0
D R H
T
THRESHOLD
A5A
AS SCHEDULED
FINISH FLOORING
THRESHOLD
A5C
D R H
T
AS SCHEDULED
FINISH FLOORING
TRANSITION STRIP TS-1
AS SCHED
FIN FL
DOOR & TRANSITION STRIPCL
8"6"4"2"0
DT0800_08-11-13_0013"=1'-0"
A5
THRESHOLD DETAIL
D R H
T
AS SCHEDULED
FINISH FLOORING
BOTTOM
AUTOMATIC DOOR
TO MATCH FIN FL THK
RESIL SPACER
ALUM THRSLD ON
THRESHOLD
A5B
THRESHOLD
A5E
THRESHOLD
A5D
/2
D R H
T D
R H
T
/4
/4
/2
/4
AS SCHED
CT FL
AS SCHED
CT FL
/4
/4
3/4 "
/4
/2
1 1/4 " 3/4 "
BEVEL EDGES 2:1 SLOPE
"x3" MARBLE THRSLD4
/2
BEVEL EDGES 2:1 SLOPE
1/2"x3" MARBLE THRSLD
/2
M A
X
CONC
AS SCHED
FIN FL
AS SCHED
FIN FL
AS SCHED
FIN FL
NEW OR EXST CONC
/2
3"=1'-0" C4
METAL DOOR FRAME DETAIL
D R W
ID
T
H
METAL DR JAMB
SEALANT
/8
/4
1/2 "
D R H
T
PTN TYPE
1/2 "
METAL DR HEAD
"16 151 "16
151 DOOR SEAL
PER PTN TYPE
HEAD
C4B
JAMB
C4A
(GYP BD ABOVE WSCT)
BACKER BOARD
" CEMENTITIOUS8
CT WSCT ON
DOOR AS SCHED
DOOR AS SCHED
DOOR AS SCHED
DOOR AS SCHED
DOOR AS SCHED
HINGE JAMB
WALL COND AT
INDICATE PERP
DASH LINE
PER PTN TYPE
HINGE JAMB
WALL COND AT
INDICATE PERP
DASH LINE
8"6"4"2"0
D R H
T ALUM THRSLD
AS SCHEDULED
FINISH FLOORING
/2 M
A X
/4 D
R O
P
LANDING
CONC
/4
D R W
ID
T
H /4
E Q
E Q
D R H
T
T R
A N
S T
R A
N S
ALUM THRSLD BELOW
BACKER ROD
SEALANT W/
SOLID GROUT
SOLID GROUT
EXST CONC
DR AS SCHED
EXST CONC
FRAME
METAL DOOR
METAL DR FRAME
3"=1'-0" A2
METAL DOOR FRAME DETAIL
A2A
THRESHOLD
A2B
MEETING STILES
A2C
JAMB
5 7/8 "
CONC
L TRIM
BACKER ROD
SEALANT W/
RAIN DRIP
DR BOT W/
EXT ALUM
SCHED
DR AS
BACKER ROD
SEALANT W/
5 7/8 " 1 15/16 "
2 7/8 "
1 15/16 "
1 15/16 "
GLASS UNIT
INSUL
GLASS UNIT
INSUL
A2E
HEAD (JAMB SIM)
A2D
TRANSOM SILL / DOOR HEAD
THRESHOLD
A5E
/2
D R H
T
/4
AS SCHED
CT FL 1
/4
/4
/4
/2
1 1/4 " 3/4 "
BEVEL EDGES 2:1 SLOPE
"x3" MARBLE THRSLD4
/2
AS SCHED
FIN FL
DOOR AS SCHED
EXST CONC
FLOOR FIN FL LINE
EXST 2ND & 3RD
D R H
T ALUM THRSLD
AS SCHEDULED
FINISH FLOORING
/4
D R W
ID
T
H
BACKER ROD
SEALANT W/
SOLID GROUT
3"=1'-0" A1
METAL DOOR FRAME DETAIL
A1A
THRESHOLD
5 7/8 "
CONC
RAIN DRIP
DR BOT W/
EXT ALUM
BACKER ROD
SEALANT W/
1 15/16 "
1 15/16 "
A1B
HEAD (JAMB SIM)
LANAI
DROP @
FLOOR SLAB
EXIST CONC
8"6"4"2"0
JAMB & 1 PER FLOOR
W/ 3 ANCHORS PER
METAL DOOR FRAME
JAMB & 1 PER FLOOR
W/ 3 ANCHORS PER
METAL DOOR FRAME
JAMB & 1 PER FLOOR
W/ 3 ANCHORS PER
METAL DOOR FRAME
JAMB & 1 PER FLOOR
W/ 3 ANCHORS PER
METAL DOOR FRAME
EXST CONC
DAYGATE
DAYGATEVAULT
DOOR
VAULT
DOOR
HEAD
TRIM
VAULT
DOOR
NOTE:
1.VAULT DOOR SHALL BE CLASS 5 ARMORY SECURITY VAULTDOOR WITH
OPENING DAY GATE.
2.CLEAR OPENING SHALL BE 78" X 36" WITH GROUP 1, COMBINATION LOCK
ESCAPE DEVICE AND OPTICAL DEVICE.
3.DAYGATE SHALL BE KEYLOCK OUTSIDE THUMB LATCH RELEASE INSIDE AND
WITH CONTROLLED ACCESS WHEN VAULT DOOR IS OPEN.
4.DETAILS ARE BASE ON A SINGLE MANUFACTURER, THIS DOES NOT PRECLUDE
OTHER VAULT MANUFACTURER'S WITH DFFERING DETAILS THAT MEET THE
REQUIREMENT FOR A CLASS 5 VAULT DOOR AND DAY GATE.
DT0800_08-11-13_002A
A3B
JAMB
A3C
THRESHOLD
A3D
HEAD
FIN FL LINE
FIN FL AS
SCHED
CONCRETE
EXISTING
CONC WALL
SHOTCRETECONC INFILL
NOT TO SCALE
A3
VAULT DOOR AND DAYGATE DET
DAYGATE
VAULT DOOR
SHOTCRETE
EXST 10" OR 12" CONC
WALL W/EXST CEM PLAS
FIN
A3A
PLAN AT VAULT DOOR 133A PROVIDE:
- CONC INFILL TO MATCH EXST
CONC WALL (EXISTING
ROUGH OPENING 5'-0"x10'-0"
VERIFY)
- CEMENT PLASTER TO MATCH
EXISTING
D
2 3
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US Army Corps
/9 /2
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IT
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A C
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O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
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A M
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P L
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C A
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S
IZ
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M A
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D E
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N A
P P
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M A
R K
D A
T E
D E
S C
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IP
T
IO
N D
A T
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P P
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ANSI D 22 x 34
-1
-5
S
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A
A-511
D E
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IG
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N O
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IN
E E
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IS
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U S A
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P S O
F E
N G
IN
E E
R S
H O
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L U
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IS
T R
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K A
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W A
R O
N A
L D T
A N
S
M A
M
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L D B
A R
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O A
H U
H A
W A
II
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P A
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B
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D
IN
G
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P
K G A -0
J E
C
M F
D O
O R D
E T
A
IL
S
57 89
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M D
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D E
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A M
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H E
E T c p w -w o rk \p o h -1 \j e c m f9 \d
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S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
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N D
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ANSI D 22 x 34
-1
-5
S
E P
A
HEAD - OUTSWING CASEMENT / SILL - FIXED RADIUS TRANSOM
8"6"4"2"0
ORIGINAL SILL HEIGHT BACKER ROD
SEALANT W/
CEM PLAS FIN
EXST CONC W/
/8 S
H
IM
5/8 "3 1/2 "2 1/4 "
SILL STARTER
CONC SILL
EXISTING
W D
W R
O H
A2C
JAMB - OUTSWING CASEMENT
A2F
JAMB - FIXED TRANSOM
A2G
HEAD - FIXED TRANSOM
SILL STARTER
BACKER ROD
SEALANT W/
/2
/8 S
H
IM
/2
/2
C A
S E
M E
N T
/2
/8 S
H
IM
/2
/8 S
H
IM
SILL BELOW
EXST CONC
ALUM FRAME
BACKER ROD
SEALANT W/
/2
BACKER ROD
SEALANT W/
ALUM FRAME
SILL BELOW
EXST CONC
BACKER ROD
SEALANT W/
ALUM SILL BELOW
ALUM FRAME
SILL BELOW
EXST CONC
WALL BEYOND
EXST CONC
WALL BEYOND
EXST CONC
ALUM SILL BELOW
/4
W D
W R
O H
6"
/8 S
H
IM
E Q
E Q
E Q
W D
W R
O W
AIR BARRIER
AIR BARRIER
AIR BARRIER
AIR BARRIER
8"6"4"2"0
ORIGINAL SILL HEIGHT
W D
W R
O H
L TRIM
PER PTN TYPE
BACKER ROD
SEALANT W/
SILL AS INDICATED
NECESSARY & PROVIDE CONC
REMOVE EXST CONC SILL AS
TAPE
CORNER REINF
/8 S
H
IM
5/8 "3 1/2 "2 1/4 "
SILL STARTER
ORIGINAL HEAD HEIGHT
W D
W R
O H
3"=1'-0" A4
WINDOW FRAME DETAIL
A4A
SILL - OUTSWING CASEMENT
A4C
JAMB - OUTSWING CASEMENT
A4D
HEAD - OUTSWING CASEMENT
/2
/8 S
H
IM
/2
FILLER
ALUM
BACKER ROD
SEALANT W/
SILL BELOW
EXST CONC
ALUM FRAME
BACKER ROD
SEALANT W/
L TRIM
L TRIM
BACKER ROD
SEALANT W/
ALUM FRAME
ALUM SILL BELOW
ALUM FRAME
SILL BELOW
EXST CONC
SOFFIT
5/8" GYP BD
WALL BEYOND
EXST CONC
WALL BEYOND
EXST CONC
ALUM SILL BELOW
BEYOND
GYP BD WALL
BELOW
GYP BD WALL
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
/4
3 1/8 "
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
W D
W R
O H
6"
/2
/8 S
H
IM
E Q
E Q
E Q
W D
W R
O W
AIR BARRIER
AIR BARRIER
AIR BARRIER
(EXST 8", 10", OR 12")
EXST CONC WALL
3"=1'-0" A2
CLERESTORY WINDOW FRAME DETAIL
SILL AS INDICATED
& PROVIDE CONC
SILL AS NECESSARY
REMOVE EXST CONC
A2A
SILL AT LINTEL - OUTSWING CASEMENT
R
V F
Y
C L E
R E
S T
O R
E Y W
IN
D
O W R
O H
E X
S T
C O
N C L
IN
T E
L
V F
Y
FRAME
ALUM
BELOW
ALUM SILL
W
IN
D O
W R
O W
C L E
R E
S T
O R
E Y W
IN
D
O W R
O H
ORIGINAL HEAD HEIGHT
E X
S T H
E A
D H
E
IG
H T T
O E
X S
T F
IN
F
L L
IN
E
DT0800_08-51-13_002 DT0800_08-51-13_002
/4
/4
ORIGINAL
HEAD HEIGHT
R
V F
Y
/4
"R
V F
Y
NOTE:
BLAST WINDOW REINFORCEMENT,
ANCHOR TYPE AND SPACING
SHALL BE DETERMINED BY
WINDOW MANUFACTURE'S
ENGINEERING.
8"6"4"2"0 3"=1'-0"
A3
FIXED METAL WINDOW FRAME DETAIL
5 7/8 " 1 15/16 "
2 7/8 "
GLASS UNIT
INSUL
SEALANTSEALANT
T O F
IN
F
L
S C
H E
D S
IZ
E
HEAD (JAMB & SILL SIM)
PER PTN TYPE
AIR BARRIER
METAL FRAME
NOTE:
BLAST WINDOW REINFORCEMENT, ANCHOR
TYPE AND SPACING SHALL BE DETERMINED
BY WINDOW MANUFACTURE'S ENGINEERING.
A2E
HORIZONTAL MULLION
A4B
VERTICAL MULLION - OUTSWING CASEMENT
A2B
VERTICAL MULLION - OUTSWING CASEMENT
C BLINDSL
MINI-BLIND
J1F ROOMS 246 AND 252.
CONDITION AT WDW
DASH LINE INDICATE
MINI-BLIND
C BLINDSL
C BLINDSL
3/8"=1'-0" A1D
ELEVATION
1" 1"
4'-11" WDW ROW (VRFY)
W D
W R
O H
V R
F Y
CHANNEL FRAME
PERIMETER STEEL
STEEL BARS EACH WAY
FASTENERS
BOLTS
EXP
NOTE E1
NOTE E1: COLLAR OPENING TO
ACCOMMODATE DUCT THROUGH
SECURITY BARS OUT OF 1/4"x1" FB WELD
TO HORIZONTAL AND VERTICAL BARS. SEE
MECHANICAL DRAWINGS FOR DUCT SIZES
AND ADDITIONAL INFORMATION.
AT WDW C2, E1, E1F, J1F, & K1L
A1A
SILL
W D
W R
O H
W D
W R
O W
W D
W R
O H
5 1/4 "NOTE 1
2"
C BLINDSL
(4 SIDES)
CHANNEL FRAME
2"x3/4"x1/4" STL
A1D/A-520DET
ON ELEVATION, REF
SPACE AS SHOWN
BOLT FASTENERS,
1/4" Øx 4" LONG LAG
A1D/A-520DET
ON ELEVATION, REF
& SPACE AS SHOWN
WASHER, EMBED 3"
RECESSED HEAD &
SHIELD W/
1/2" Ø BOLTS W/ EXP
6" OC, EACH WAY
1/2" Ø STEEL BARS @
TO FRAME (3 MIN)
TACK WELD HEAD
3"=1'-0" (UON)
A1
SECURITY BARS
OCCURS
DUCT WHERE
A1B
HEAD
A1C
HEAD
(JAMB SIMILAR)
(JAMB SIMILAR) OUTSIDE OF DUCT
& ALIGNED WITH SECURITY BARS
WELDED TO INSIDE FACE OF DUCT
SECURITY BARS WITHIN DUCT ARE
VERIFY THICKNESS
LAG BOLT FASTENER,
SPACER AT EACH
1 1/2" W x 3" L STEEL
NOTE:
1.VERIFY CLEARANCE REQUIREMENT FOR
WINDOW LOCKING HANDLE.
2.ALL SECURITY BAR JOINTS SHALL BE FULL
WELD AND GRIND SMOOTH.
SHT MTL BLANK-OFF
BIRD SCREEN
COLLAR
DUCT TO
TACK WELD
A-520
D E
S
IG
N B
R A
N C
H
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L U
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A N
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M A
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US Army Corps
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H E
E T c p w -w o rk \p o h -1 \j e c m f9 \d
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P e n c p w -w o rk \p o h -1 \j e c m f9 \d
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S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
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F
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C A
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M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
SILL - FIXED TRANSOM / HEAD - INSWING CASEMENT
NOTE 2
SHOTCRETE CONDITION - SEE
CROSSHATCH LINES INDICATE
NOTE 2
BOARD ON METAL STUD - SEE
HATCH LINES INDICATE GYPSUM
0:0.00000
8"6"4"2"0
ORIGINAL SILL HEIGHT
W D
W R
O H
L TRIM
PER PTN TYPE
BACKER ROD
SEALANT W/
SILL AS INDICATED
NECESSARY & PROVIDE CONC
REMOVE EXST CONC SILL AS
AIR BARRIER
CEM PLAS FIN
EXST CONC W/
TAPE
CORNER REINF
/8 S
H
IM
1 3/8 "2 1/4 "3"
SILL STARTER
CUT & GRIND SMOOTH
ORIGINAL HEAD HEIGHT
T R
A N
S O
M
R A
N S
O M
ORIGINAL HEAD HEIGHT
W D
W R
O H
3"=1'-0" A2
WINDOW FRAME DETAIL
A2A
SILL - INSWING CASEMENT
A2C
JAMB - INSWING CASEMENT
A2D
HEAD - INSWING CASEMENT
A2F
JAMB - FIXED TRANSOM
A2G
HEAD - FIXED TRANSOM
0:0.00000
8"6"4"2"0 3"=1'-0"
A4
MUNTIN DETAIL
/4
SILL STARTER
CUT & GRIND SMOOTH
BACKER ROD
SEALANT W/
/2
/8 S
H
IM
/2
° M
AX
INSWING
ALIGN W/ DOOR HEAD HEIGHT
/2
C A
S E
M E
N T
T R
A N
S O
M
/8
/8 S
H
IM
/2
/8 S
H
IM
FILLER
ALUM
BACKER ROD
SEALANT W/
SILL BELOW
EXST CONC
5/8 "
ALUM SILL BELOW
ALUM FRAME
BACKER ROD
SEALANT W/
L TRIM
L TRIM
BACKER ROD
SEALANT W/
ALUM FRAME 2
/2
L TRIM
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
ALUM FRAME
SILL BELOW
EXST CONC
ALUM FRAME
ALUM SILL BELOW
BACKER ROD
SEALANT W/
L TRIM
ALUM SILL BELOW
ALUM FRAME
SILL BELOW
EXST CONC
SOFFIT
5/8" GYP BD
SOFFIT
5/8" GYP BD
ALUM MUNTIN ALUM MUNTIN
WALL BEYOND
EXST CONC
BEYOND
GYP BD WALL
BELOW
GYP BD WALL
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
WALL BEYOND
EXST CONC
WALL BEYOND
EXST CONC
BEYOND
GYP BD WALL
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
AIR BARRIER
AIR BARRIER
AIR BARRIER
AIR BARRIER
/4
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
6"
/8 S
H
IM
(E
X S
T H
E A
D H
E
IG
H T T
O E
X S
T F
IN
F
L L
IN
E
/4
/2
/8 S
H
IM
E Q
E Q
E Q
W D
W R
O W
5/8 "
S
T F
L
N D
R D F
L
E X
S T S
IL
L H
E
IG
H T V
A R
IE
S
E X
S T H
E A
D H
E
IG
H T T
O E
X S
T F
IN
F
L L
IN
E
DT0800_08-51-13_001 DT0800_08-51-13_001
UNIT
INSUL GLAZING
ALUM PANEL
LAM GLAZING OR
0:0.00000
8"6"4"2"0
ORIGINAL SILL HEIGHT
L TRIM
PER PTN TYPE
BACKER ROD
SEALANT W/
SILL AS INDICATED
NECESSARY & PROVIDE CONC
REMOVE EXST CONC SILL AS
CEM PLAS FIN
EXST CONC W/
TAPE
CORNER REINF
CONC SILL
EXISTING
IN
F
IL
L
WALL BEYOND
EXST CONC
BEYOND
GYP BD WALL
/2
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
S
T F
L
N D
R D F
L
E X
S T S
IL
L H
E
IG
H T V
A R
IE
S
/2
" BEYOND
GYP BD WALL
DOOR HEAD HEIGHT
IN
F
IL
L
A4A
SILL - INFILL
A4B
SILL - LOUVER
ORIGINAL HEAD HEIGHT
/2
/8 S
H
IM
FILLER
ALUM
BACKER ROD
SEALANT W/
SILL BELOW
EXST CONC
ALUM FRAME
BACKER ROD
SEALANT W/
L TRIM
L TRIM
BACKER ROD
SEALANT W/
ALUM FRAME
SOFFIT
5/8" GYP BD
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
WALL BEYOND
EXST CONC
AIR BARRIER
AIR BARRIER
/2
/8 S
H
IM
OR 9 5/8"
5 5/8 ", 7 5/8", 2 3/8 "
C
H E
D H
E
IG
H T
A4C
JAMB - LOUVER
A4D
HEAD - LOUVER
E X
S T H
E A
D H
E
IG
H T T
O E
X S
T F
IN
F
L L
IN
E
S C
H E
D H
E
IG
H T
S C
H E
D W
ID
T
H
1 1/2 "2 1/4 "3"
1 1/2 "2 1/4 "2 1/4 "
1 1/2 "2 1/4 "2 1/4 "
ALUM FILLER
ALUM FILLER
FILLER
ALUM
AIR BARRIER
AIR BARRIER
CEM PLAS ON CONC
TO MATCH EXST
CEM PLAS ON CMU
CASING BEAD
CEM PLAS
AIR BARRIER
SILL STARTER
STARTER BELOW
ALUM SILL
/8 S
H
IM
DT0800_08-51-13_001
CUT & GRIND SMOOTH
3"=1'-0" A4
WINDOW FRAME DETAIL
A4A
7/16" LAMINATED GLASS
MUNTIN
A4B
1" INSULATED GLASS UNIT
MUNTIN
A2B
VERTICAL MULLION - INSWING CASEMENT
CONC SILL
2"
CONT 2 #4 HORIZ 5/8" Ø HOLE x 4" DEEP
@ 12" OC EPOXY GROUT INTO
ALTERNATE #4 VERT DOWEL
A2E
HORIZONTAL MULLION - FIXED TRANSOM SILL / INSWING CASEMENT HEAD
NOTE:
1. BLAST WINDOW REINFORCEMENT, ANCHOR
TYPE AND SPACING SHALL BE DETERMINED
BY WINDOW MANUFACTURE'S ENGINEERING.
2. DASH LINES INDICATE CONDITION AT
WINDOWS J1F AND J1L.
3. PAINT WALLS PT-7 PRIOR TO INSTALLATION
OF WINDOWS INDICATED IN NOTE 2 ABOVE.
A-521
D E
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59 89
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B of Engineers
US Army Corps
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