16b1-Am1-SBHC_Parking_Structure_Dwgs_Am1.pdf
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SHEET
IDENTIFICATION
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B Y:
US Army Corps of Engineers ®
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BE
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SHEET OF
This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
1/
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SHT ID SHT OF SHTS SHEET TITLE REV STATUS
S-111 12 OF 50 ROOF FRAMING PLANS 1
S-201 13 OF 50 STRUCTURAL ELEVATIONS
S-202 14 OF 50 STRUCTURAL ELEVATIONS
S-203 15 OF 50 STRUCTURAL ELEVATIONS 1
S-204 16 OF 50 STRUCTURAL ELEVATIONS 1
S-205 17 OF 50 STRUCTURAL ELEVATIONS
S-206 18 OF 50 STRUCTURAL ELEVATIONS 1
S-301 19 OF 50 BUILDING SECTIONS
S-401 20 OF 50 ENLARGED FRAMING PLANS
S-501 21 OF 50 SECTIONS AND DETAILS
S-502 22 OF 50 SECTIONS AND DETAILS
S-503 23 OF 50 SECTIONS AND DETAILS
S-504 24 OF 50 SECTIONS AND DETAILS
S-505 25 OF 50 SECTIONS AND DETAILS
S-506 26 OF 50 SECTIONS AND DETAILS
S-507 27 OF 50 SECTIONS AND DETAILS
S-508 28 OF 50 SECTIONS AND DETAILS
S-509 29 OF 50 SECTIONS AND DETAILS
S-510 30 OF 50 SECTIONS AND DETAILS
S-511 31 OF 50 SECTIONS AND DETAILS
S-512 32 OF 50 SECTIONS AND DETAILS
S-513 33 OF 50 SECTIONS AND DETAILS
S-514 34 OF 50 SECTIONS AND DETAILS
S-515 35 OF 50 SECTIONS AND DETAILS
S-601 36 OF 50 TYPICAL DETAILS
S-602 37 OF 50 TYPICAL SLAB-ON-GRADE DETAILS
S-603 38 OF 50 TYPICAL FOUNDATION DETAILS
S-604 39 OF 50 TYPICAL CMU WALL DETAILS AND STRUCTURAL STEEL DETAILS 1
S-605 40 OF 50 TYPICAL PRECAST CONCRETE DETAILS – PLANKS
S-606 41 OF 50 TYPICAL PRECAST CONCRETE DETAILS – DOUBLE TEES
S-607 42 OF 50 TYPICAL PRECAST CONCRETE DETAILS – DOUBLE TEES
S-608 43 OF 50 TYPICAL PRECAST CONCRETE DETAILS – COLUMNS
S-609 44 OF 50 TYPICAL PRECAST CONCRETE DETAILS – COLUMNS
S-610 45 OF 50 TYPICAL PRECAST CONCRETE DETAILS – BEAMS
S-611 46 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS 1
S-612 47 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS
S-613 48 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS
S-614 49 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS
S-615 50 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS
ARCHITECTURAL
A-001 1 OF 43 ARCHITECTURAL ABBREAVIATIONS AND GENERAL NOTES
A-101 2 OF 43 BASEMENT FLOOR PLAN 1
A-102 3 OF 43 FIRST FLOOR PLAN
A-103 4 OF 43 SECOND FLOOR PLAN
A-104 5 OF 43 THIRD FLOOR PLAN
A-105 6 OF 43 FOURTH FLOOR AND ELEVATOR MACHINE ROOM PLAN 1
A-106 7 OF 43 ROOF PLAN
A-107 8 OF 43 BASEMENT REFLECTED CEILING PLAN 1
A-108 9 OF 43 FIRST FLOOR REFLECTED CEILING PLAN
A-109 10 OF 43 SECOND FLOOR REFLECTED CEILING PLAN
A-110 11 OF 43 THIRD FLOOR REFLECTED CEILING PLAN
A-111 12 OF 43 FOURTH FLOOR REFLECTED CEILING PLAN 1
A-201 13 OF 43 BUILDING ELEVATIONS
A-202 14 OF 43 BUILDING ELEVATIONS 1
A-301 15 OF 43 BUILDING SECTIONS
A-302 16 OF 43 WALL SECTIONS
A-401 17 OF 43 STAIR SECTIONS
A-402 18 OF 43 STAIR SECTIONS AND STAIR #2 PLANS
A-403 19 OF 43 STAIR #3 AND STAIR #4 FLOOR PLANS
A-404 20 OF 43 ELEVATOR SECTIONS
A-405 21 OF 43 STAIR #1 SECTIONS
A-406 22 OF 43 ELEVATOR LOBBY AND STAIR #1 FLOOR PLANS 1
A-407 23 OF 43 ELEVATOR LOBBY AND STAIR #1 FLOOR PLANS 1
A-501 24 OF 43 STRIPING DETAILS
A-502 25 OF 43 DETAILS
A-503 26 OF 43 DETAILS
A-504 27 OF 43 DETAILS
A-505 28 OF 43 DETAILS
A-510 29 OF 43 DOOR FRAME DETAILS AND LOUVER FRAME DETAILS
A-601 30 OF 43 DOOR, DOOR FRAME, DOOR TYPES, LOUVER TYPES AND SCHEDULES 1
AF101 31 OF 43 FINISH LEGEND AND SCHEDULE
AG101 32 OF 43 BASEMENT STRIPING AND SIGNAGE PLAN
AG102 33 OF 43 FIRST FLOOR STRIPING AND SIGNAGE PLAN
AG103 34 OF 43 SECOND FLOOR STRIPING AND SIGNAGE PLAN
AG104 35 OF 43 THIRD FLOOR STRIPING AND SIGNAGE PLAN
AG105 36 OF 43 FOURTH FLOOR STRIPING AND SIGNAGE PLAN AND ELEVATOR MACHINE ROOM SIGNAGE PLAN
AG106 37 OF 43 BASEMENT REFLECTED CEILING TRAFFIC SIGNAGE PLAN
AG107 38 OF 43 FIRST FLOOR REFLECTED CEILING TRAFFIC SIGNAGE PLAN
AG108 39 OF 43 SECOND FLOOR REFLECTED CEILING TRAFFIC SIGNAGE PLAN
AG109 40 OF 43 THIRD FLOOR REFLECTED CEILING TRAFFIC SIGNAGE PLAN
AG501 41 OF 43 SIGNAGE TYPES AND DETAILS
AG502 42 OF 43 TRAFFIC SIGNAGE TYPES AND DETAILS
AG503 43 OF 43 SIGNAGE AND TRAFFIC SIGNAGE SCHEDULES
SHT ID SHT OF SHTS SHEET TITLE REV STATUS
GENERAL
G-001 1 OF 4 TITLE SHEET
G-002 2 OF 4 PROJECT LOCATION PLAN
G-003 3 OF 4 SCHEDULE OF DRAWINGS 1
G-004 4 OF 4 SCHEDULE OF DRAWINGS 1
CIVIL
BJ001 1 OF 58 BORING LOCATION PLAN
BJ002 2 OF 58 BORING LOGS
C001 3 OF 58 NOTES, LEGENDS, SYMBOLS AND ABBREVIATIONS
C002 4 OF 58 TRAFFIC CONTROL AND WATER NOTES
C003 5 OF 58 WORK AREA, PARKING, AND PROTECTION OF PUBLIC
C004 6 OF 58 EROSION CONTROL PLAN
C005 7 OF 58 TEMPORARY PARKING EROSION CONTROL PLAN
C006 8 OF 58 EROSION CONTROL DETAILS
C007 9 OF 58 CONTRACTOR'S HAUL ROUTE - 1 AND TRAILER LOCATION
C008 10 OF 58 CONTRACTOR'S HAUL ROUTE - 2 TEMPORARY PARKING AND COSA SITE
C009 11 OF 58 EXISTING CONDITIONS - 1
C010 12 OF 58 EXISTING CONDITIONS - 2
C011 13 OF 58 EXISTING CONDITIONS - 3
CD101 14 OF 58 SITE AND UTILITY DEMOLITION PLAN
CD102 15 OF 58 TEMPORARY PARKING SITE DEMOLITION PLAN
CD103 16 OF 58 DEMOLITION PLAN - MCCORNACK AND PX ACCESS ROAD TRAFFIC IMPROVEMENTS
CS101 17 OF 58 SITE PLAN
CS102 18 OF 58 SITE LAYOUT PLAN
CS103 19 OF 58 TEMPORARY PARKING AND COSA SITE PLAN
CS104 20 OF 58 TEMPORARY PARKING AND SITE PLAN
CS105 21 OF 58 SHUTTLE BUS ROUTE
CS106 22 OF 58 TEMPORARY PARKING - DENTAL CLINIC SITE (OPTION 3)
CS501 23 OF 58 SITE DETAILS - 1
CU504 24 OF 58 WATER DETAILS - 1
CS503 25 OF 58 TEMPORARY PARKING SITE DETAILS - 1
CS502 26 OF 58 SITE DETAILS - 2
CS504 27 OF 58 TEMPORARY PARKING SITE DETAILS - 2
CS505 28 OF 58 TEMPORARY PARKING SITE DETAILS - 3
CP101 29 OF 58 STRIPING PLAN
CP102 30 OF 58 TEMPORARY PARKING STRIPING PLAN
CP501 31 OF 58 STRIPING AND SINAGE DETAILS - 1
CP502 32 OF 58 STRIPING AND SINAGE DETAILS - 2
CU101 33 OF 58 UTILITY PLAN
CU102 34 OF 58 FOUNDATION DRAIN PLAN
CU103 35 OF 58 UTILITY LAYOUT PLAN
CU301 36 OF 58 SEWER FORCE MAIN AND WATER PROFILES
CU302 37 OF 58 DRAIN LINE PROFILES - 1
CU303 38 OF 58 DRAIN LINE PROFILES - 2
CU501 39 OF 58 TRENCH BACKFILL AND RESTORATION DETAILS
CU502 40 OF 58 SEWER DETAILS - 1
CU503 41 OF 58 SEWER DETAILS - 2
CU505 42 OF 58 WATER DETAILS - 2
CU506 43 OF 58 WATER DETAILS - 3
CU507 44 OF 58 DRAIN DETAILS - 1
CU508 45 OF 58 DRAIN DETAILS - 2
CU509 46 OF 58 DRAIN DETAILS - 3
CG101 47 OF 58 GRADING PLAN - 1
CG102 48 OF 58 GRADING PLAN - 2
CG103 49 OF 58 Unnamed
CG301 50 OF 58 GRADING SECTIONS - 1
CG302 51 OF 58 GRADING SECTIONS - 2
CG303 52 OF 58 GRADING SECTIONS - 3
CG304 53 OF 58 GRADING SECTIONS - 4
CT101 54 OF 58 SITE PLAN - MCCORNACK AND PX ACCESS ROAD TRAFFIC IMPROVEMENTS
CT102 55 OF 58 SITE PLAN - MCCORNACK AND WAIANAE AVENUE INTERSECTION TRAFFIC SIGNAL (OPTION 4)
CT501 56 OF 58 TRAFFIC SIGNAL DETAILS - 1
CT502 57 OF 58 TRAFFIC SIGNAL DETAILS - 2
CT503 58 OF 58 CROSSWALK FLASHER DETAILS
LANDSCAPE
LD101 1 OF 6 TREE DISPOSITION PLAN
LD501 2 OF 6 TREE DISPOSITION NOTES
LD502 3 OF 6 TREE PROTECTION NOTES & DETAIL
LP101 4 OF 6 LANDSCAPE PLAN
LP501 5 OF 6 PLANTING DETAILS & SCHEDULE
LP502 6 OF 6 PLANTING NOTES & GENERAL PROJECT NOTES
STRUCTURAL
S-001 1 OF 50 GENERAL NOTES
S-101 2 OF 50 PARTIAL BASEMENT FLOOR / FOUNDATION PLAN
S-102 3 OF 50 PARTIAL BASEMENT FLOOR / FOUNDATION PLAN 1
S-103 4 OF 50 PARTIAL FIRST FLOOR FRAMING PLAN
S-104 5 OF 50 PARTIAL FIRST FLOOR FRAMING PLAN
S-105 6 OF 50 PARTIAL SECOND FLOOR FRAMING PLAN
S-106 7 OF 50 PARTIAL SECOND FLOOR FRAMING PLAN
S-107 8 OF 50 PARTIAL THIRD FLOOR FRAMING PLAN
S-108 9 OF 50 PARTIAL THIRD FLOOR FRAMING PLAN
S-109 10 OF 50 PARTIAL FOURTH FLOOR FRAMING PLAN
S-110 11 OF 50 PARTIAL FOURTH FLOOR FRAMING PLAN 1
SCHEDULE OF DRAWINGS
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SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
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N O
S O
LI
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IT
AT
IO
N
N O
U S
AR
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O R
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F
EN
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R
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KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
1/
/ 2
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P
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H
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I 9
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M
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SHT ID SHT OF SHTS SHEET TITLE REV STATUS
FIRE PROTECTION
F-001 1 OF 13 CODE INFORMATION SHEET
F-101 2 OF 13 BASEMENT AND FIRST FLOOR - LIFE SAFETY CODE PLAN
F-102 3 OF 13 SECOND AND THIRD FLOOR - LIFE SAFETY CODE PLAN
F-103 4 OF 13 FOURTH FLOOR - LIFE SAFETY CODE PLAN
FA001 5 OF 13 FIRE PROTECTION NOTES AND LEGEND
FA101 6 OF 13 BASEMENT FLOOR - FIRE ALARM PLAN
FA102 7 OF 13 FIRST THRU ELEV MACH RM - FIRE ALARM PLAN
FA501 8 OF 13 FIRE ALARM DETAILS
FA601 9 OF 13 FIRE ALARM SEQUENCE OF OPERATIONS
FX101 10 OF 12 BASEMENT AND FIRST FLOOR - FIRE SPRINKLER PLAN
FX102 11 OF 13 SECOND AND THIRD FLOOR - FIRE SPRINKLER PLAN
FX103 12 OF 13 FOURTH FLOOR AND ELEV MACH ROOM - FIRE SPRINKLER PLAN
FX501 13 OF 13 FIRE SPRINKLER DETAILS
MECHANICAL
M-001 1 OF 14 MECHANICAL LEGEND AND ABBREVIATIONS
M-101 2 OF 14 BASEMENT FLOOR MECHANICAL PLAN
M-101A 3 OF 14 BASEMENT FLOOR MECHANICAL PLAN - OPTION 2
M-102 4 OF 14 FIRST FLOOR MECHANICAL PLAN
M-103 5 OF 14 SECOND FLOOR MECHANICAL PLAN
M-104 6 OF 14 THIRD FLOOR MECHANICAL PLAN
M-105 7 OF 14 FOURTH FLOOR MECHANICAL PLAN
M-106 8 OF 14 ROOF MECHANICAL PLAN, MACHINE ROOM PLAN, MACHINE ROOM ROOF PLAN
M-501 9 OF 14 MECHANICAL DETAILS
M-502 10 OF 14 MECHANICAL DETAILS
M-601 11 OF 14 MECHANICAL SCHEDULES 1
M-602 12 OF 14 SEQUENCE OF CONTROLS AND REFRIGERANT PIPING DIAGRAMS 1
M-901 13 OF 14 STORM DRAINAGE AND DOMESTIC WATER PIPING DIAGRAMS
M-301 14 OF 14 MECHANICAL SECTION
ELECTRICAL
E-001 1 OF 25 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES
ED101 2 OF 25 ELECTRICAL SITE DEMOLITION PLAN
ES101 3 OF 25 ELECTRICAL SITE PLAN
ES102 4 OF 25 SITE LIGHTING PLAN
ES103 5 OF 25 TRAFFIC SIGNAL PLAN
ES104 6 OF 25 TRAFFIC SIGNAL PLAN
ES501 7 OF 25 MANHOLE DETAILS
ES502 8 OF 25 MANHOLE DETAILS
ES503 9 OF 25 MANHOLE DETAILS
ES504 10 OF 25 DUCT DETAILS
ES505 11 OF 25 ELECTRICAL SITE DETAILS
EL101 12 OF 25 BASEMENT AND UTILITY AREA LIGHTING PLAN
EL102 13 OF 25 FIRST AND SECOND FLOOR LIGHTING PLANS
EL103 14 OF 25 THIRD AND FOURTH FLOOR LIGHTING PLANS
EL501 15 OF 25 LIGHTING FIXTURE SCHEDULES AND DETAILS
EL502 16 OF 25 LIGHTING DETAILS
EP101 17 OF 25 BASEMENT POWER PLAN, ENLARGED UTILITY AREA, AND FIRE PUMP ROOM POWER PLANS
EP601 18 OF 25 ONE LINE DIAGRAM, METER DETAILS
EP602 19 OF 25 PANEL SCHEDULES
EP603 20 OF 25 PANEL SCHEDULES
EP604 21 OF 25 METERING NOTES
EY101 22 OF 25 BASEMENT PARKING GUIDANCE SYSTEM PLANS (OPTION 2)
EY102 23 OF 25 FIRST AND SECOND FLOOR PARKING GUIDANCE SYSTEM PLANS (OPTION 2)
EY103 24 OF 25 THIRD AND FOURTH FLOOR PARKING GUIDANCE SYSTEM PLANS (OPTION 2)
EY501 25 OF 25 PARKING GUIDANCE SYSTEM DETAILS (OPTION 2)
TELECOMMUNICATIONS
TD101 1 OF 3 TELECOMMUNICATIONS SITE DEMOLITION PLAN
TS101 2 OF 3 TELECOMMUNICATIONS SITE PLAN
T-101 3 OF 3 TELECOMMUNICATIONS PLANS
SCHEDULE OF DRAWINGS
GENERAL 4
CIVIL 58
LANDSCAPE 6
STRUCTURAL 50
ARCHITECTURAL 43
FIRE PROTECTION 13
MECHANICAL 14
ELECTRICAL 25
TELECOMMUNICATIONS 3
Grand total 216
DRAWING SHEET COUNT TABULATION
M
AR
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C
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AP
PR
JA
N
M
AM
IN
D
IC
AT
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EV
IS
IO
N
S
TA
TU
S
F
E
D
C
B
A
A1 S-301
BLDG
SECT
C1 S-301
BLDG
SECT
C1 S-202
WALL
ELEV
C1 S-203
WALL
ELEV
C1 S-204
WALL
ELEV
A1 S-205
WALL
ELEV
C3 S-205
WALL
ELEV
A1 S-202
WALL
ELEV
C1 S-205
WALL
ELEV
C-3 F-15
C-3
C-2
C-2
F-15
F-16
F-16
C-1 F-10
C-1 F-10
STEP FOOTINGS,
TYP PER
1'-6" THICK CONC
MAT FOOTING
UNDER ELEVATOR
6" CONCRETE SLAB-ON-GRADE,
WITH #4 AT 15" EACH WAY
OVER SUBBASE TYPE SB-1, TYP
F-12
F-12
RA
M
P
UP
8" CMU
WALLS, TYP
63'-0" 30'-0" 63'-0"
STEP FOOTINGS,
TYP PER
CMU RETAINING WALL
COMPACTED STRUCTURAL BACKFILL
F-12 F-12
F-12
(2) HSS4x4x3/8
HSS8x4x1/4
(LSV)
8" CMU
WALLS, TYP
'-0
'-0
'-0
'-0
'-8
A3 S-503
A1 S-503
TYP TYP
S-507 B1
6" CONCRETE RAMP
SLAB-ON-GRADE,
WITH #4 AT 15" EACH
WAY OVER SUBBASE
TYPE SB-1, TYP
TYP
8" CONCRETE PARTIAL-HEIGHT INFILL
WALL AT SLAB-ON-GRADE RAMP, TYP
F-12 F-12
F-12 F-12
F-12 CORNER BARS,
TYP PER
W F-
W F-
CJ-2
CJ-2
CJ-2
CJ-2
12" PRECAST WALL, TYP
CJ
-1
CJ
-2
CJ
-2
CJ
-1
CJ-2
CJ-3 AT 12'-0" EACH
WAY BETWEEN CJ-
1 AND CJ-2, TYP
1'- 0"
8" CONCRETE
FOUNDATION
WALL
8" CONCRETE
FOUNDATION
WALL
A1/S-101A1/S-101
C3 S-506
A1 S-203
WALL
ELEV
A1 S-204
WALL
ELEV
C5 S-202
WALL
ELEV
A5 S-202
WALL
ELEV
A2 S-206
WALL
ELEV
A1 S-206
WALL
ELEV
A3 S-206
WALL
ELEV
A5 S-206
WALL
ELEV
A4 S-206
WALL
ELEV
W F-
W
F-
W F-
W
F-
W F-
WF-2
WF-2 W
F-
WF-5
W F-
WF-5
WF-3 WF-3WF-3
W F-
W F-
WF-4
WF-4
W F-
W F-
W
F-
W F-
W
F-
W F-
WF-4 WF-4WF-3 WF-3WF-4 WF-4
WF-2
W F-
W
F-
WF-2
VOID WITH 4" GRAVEL
SUBBASE SB-2, TYP
B1 S-602
C5 S-604
TYP
B1 S-601
B1 S-601
C3 S-603
TYP C5
S-604
TYP
A1 S-603
TYP
PRECAST CONCRETE STAIRS,
TYP PER
A4 S-605
C4 S-512
C5 S-512
C2 S-512
C3 S-512
S-513 C4
TYP
W F-
W F-
WF-5
WJ
WJ
WJ
WJ
WJ
WJ
WJ
WJ
10" CONCRETE
RETAINING WALL , TYP
8" CONCRETE
PRECAST WALL
WITH 16" WIDE
COLUMN PIERS
WJ WJ
WJ WJ
6" CONCRETE SLAB-ON-GRADE,
WITH #4 AT 15" EACH WAY
OVER SUBBASE TYPE SB-1, TYP
16" CONCRETE
FOUNDATION WALL,
TYP
8" CONCRETE
FOUNDATION WALL,
TYP AT PERIMETER
OF BLDG U.N.O.
4 1/2" THICK CONCRETE
SLAB-ON-GRADE WITH
#4 AT 18" EACH WAY
OVER SUBBASE SB-2
4 1/2" THICK CONCRETE
SLAB-ON-GRADE WITH
#4 AT 18" EACH WAY
OVER SUBBASE SB-2
1'- 0"
T
YP
C2 S-205
WALL
ELEV
ENLARGED FRAMING
PLAN, SEE A1
S-401 A3
S-401
OPTION 1
ELEVATOR 2
A5
S-401- SEE
WJ
WJWJ
LOUVER
OPENINGS IN
CMU WALL TYP,
SEE ARCH AND
MECH DWGS
AND DETAIL C1
S-604
LOUVER
OPENINGS IN
CMU WALL TYP,
SEE ARCH AND
MECH DWGS
AND DETAIL
C1 S-604
LEGEND
INDICATES FULL HEIGHT CMU WALL
INDICATES CHANGE IN ELEVATION
INDICATES CONCRETE WALL
INDICATES ELEVATION RELATIVE TO REFERENCE ELEVATION(0.0)
INDICATES PRECAST/PRESTRESSED CONCRETE WALL
INDICATES FOOTING TYPE, SEEF-1
INDICATES WALL FOOTING TYPE, SEEWF-1
SB-1 INDICATES SUBBASE TYPE, SEE
INDICATES COLUMN TYPE, SEEC-1
OR COLUMN
INDICATES SLOPED SLAB TO DRAIN, MIN SLAB
THICKNESS THROUGHOUT SLOPED REGION
INDICATES CONSTRUCTION/CONTRACTION
JOINT TYPE, SEECJ-1
SLAB ON GRADE NOTES:
1. THICKNESS OF SLAB-ON-GRADE SHOWN ARE MINIMUM AND SHALL BE
MAINTAINED AT ALL SLOPED AND DEPRESSED AREAS.
2. FOR FLOOR ELEVATIONS, DEPRESSED SLABS LOCATIONS, SLOPES
TO DRAIN AND EQUIPMENT PAD AND CURB LOCATIONS, SEE
ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS.
3. SLABS SHALL BE POURED WITH A MINIMUM TWENTY ONE (21) DAYS
LAPSED TIME BETWEEN ADJACENT POURS.
4. FOR EXTERIOR CONCRETE SLAB-ON-GRADE, SEE ARCHITECTURAL
AND CIVIL DRAWINGS.
FOUNDATION NOTES:
1. REFERENCE ELEVATION 0.00 = FINISH FLOOR ELEVATION 00.00'.
2. TOP OF FOOTINGS SHALL BE 1'-0" BELOW THE LOWER OF THE
REFERENCE ELEVATION OR LOWEST ADJACENT FINISHED GRADE,
U.N.O. (UNLESS NOTED OTHERWISE).
3. FOR DIMENSIONS NOT SHOWN, SEE THE ARCHITECTURAL
DRAWINGS.
4. FOR WATERPROOFING REQUIREMENTS AND DETAILS, SEE
ARCHITECTURAL DRAWINGS.
REFERENCE DRAWINGS
GENERAL NOTES, SEE
TYPICAL SLAB-ON-GRADE DETAILS, SEE
TYPICAL FOUNDATION DETAILS, SEE
TYPICAL FOOTING DETAILS AND SCHEDULE, SEE
STRUCTURAL ELEVATIONS, SEE TO
TYPICAL CMU WALL DETAILS, SEE
TYPICAL STRUCTURAL STEEL DETAILS, SEE
TYPICAL CAST-IN-PLACE CONCRETE WALL DETAILS, SEE
TYPICAL PRECAST CONCRETE WALL, SEE TO
STAIR DETAILS, SEE
S-608
S-001
S-602
S-605
S-603
S-604
S-611
S-604
S-201
S-601
S-206
BUILDING SECTIONS, SEE S-301
S-601
C1/S-603
B1/S-603
C1/S-602
B3/S-602
S-615
INDICATES RETAINING/FOUNDATION WALL JOINT, SEEWJ A3/S-601
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
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E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
A s in di ca te d
1/
/ 2
8:
: 4
AM
1/
/2
8:
:4
AM
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H O
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S H
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JK
P
PA
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TI
A L
B
AS
EM
E N
T F L
O O
R
FO
U
N D
A T
IO
N P
L A N
SB
H
C P
AR
KI
N G
S
TR
U C
TU
R
E
S -1
3/32" = 1'-0"A1 PARTIAL BASEMENT FLOOR / FOUNDATION PLAN
PLAN NORTH
0 4 8 16
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
IN
D
IC
A
TE
D M
IS
SI
N G
L O
U
VE
R S
JA
N
BC
F
E
D
C
B
A
A1 S-301
BLDG
SECT
C1 S-301
BLDG
SECT
C1 S-202
WALL
ELEV
C1 S-204
WALL
ELEV
A1 S-205
WALL
ELEV
C3 S-205
WALL
ELEV
A1 S-202
WALL
ELEV
C1 S-205
WALL
ELEV
S-507 B5
PRECAST CONCRETE
WALL PANEL, THICKNESS
VARIES (16" MAX.), TYP
12" PRECAST
CONCRETE
WALL/PARAPET, TYP
B-
B-
B-
B-
CONCRETE POUR STRIP
A4 S-205
WALL
ELEV
OPEN TO BELOW
C4 S-511
12" DT-5 WITH SLOPED
CONCRETE TOPPING 3" MIN
AT DRAINS, TYP
CONCRETE POUR STRIP
TYP
A1/S-109A1/S-109
24" DT-6, TYP
24" DT-6, TYP
3" MIN CONCRETE TOPPING,
SLOPED TO DRAINS, WITH
EPOXY-COATED #4 AT 18"
EACH WAY, TYP
24" DT-4, TYP
ADDED (2) #4 x30" LONG
EPOXY-COATED
CORNER BARS, TYP
C4 S-508
A4 S-508
A1 S-203
WALL
ELEV
A1 S-204
WALL
ELEV
A2 S-206
WALL
ELEV
A1 S-206
WALL
ELEV
A3 S-206
WALL
ELEV
A5 S-206
WALL
ELEV
A4 S-206
WALL
ELEV
(6) #5 x20'-0" AT 6"
EPOXY COATED
#4 x AT 18" WITH
BAR COUPLER, TYP
ALL AROUND
EPOXY COATED
4'-6"
(8) #6 AT 6" CONT
(8) #6 AT 6" CONT
EPOXY COATED
(6) #5 x20'-0" AT 6"
EPOXY COATED
(6) #5 AT 6" CONT
EPOXY COATED
(6) #5 x36'-0" AT 6"
EPOXY COATED
#4 x AT 18" WITH
BAR COUPLER, TYP
ALL AROUND
EPOXY COATED
4'-6"
(8) #6 AT 6" CONT
EPOXY COATED
(8) #6 AT 6" CONT
EPOXY COATED
TYP
24" DT-3, TYP
24" DT-3, TYP
PRECAST CONCRETE STAIRS,
TYP PER
A4 S-605
ROWS OF STANDARD WEB
PENETRATIONS, TYP PER
A1 S-606
A3 S-512
A4 S-512
C1 S-610
(2) #5 x40'-0" AT 6"
C1 S-511
12"x12" PRECAST
CONCRETE BEAM BELOW
12"x12" PRECAST
CONCRETE BEAM
BELOW
C1
S-511 OPP HAND
CONCRETE POUR STRIP
C5 S-508
A1 S-509
A1 S-509
A1 S-513
3" CONCRETE TOPPING
WITH #4 AT 18" EACH WAY
3 1/2" CONCRETE PLANK P-1
#4 x AT 18" TOP WITH
BAR COUPLER AND
#4x AT 18" BOTTOM, TYP EPOXY COATED
4'-6"
6"
#4 x AT 18"
WITH BAR COUPLER,
TYP ALL AROUND
4'-6"
ADDED #4 x10'-0"
AT 18" EPOXY
COATED
ADDED #4 x10'-0"
AT 18" EPOXY
COATED
#4 x AT 18" TOP WITH
BAR COUPLER AND
#4x AT 18" BOTTOM, TYP EPOXY COATED
4'-6"
6"
C2 S-205
WALL
ELEV
A3 S-401
B1 S-514
(2) HSS4x4x3/8
HSS8x4x1/4 (LSV)
#4 x AT 18" TOP WITH
BAR COUPLER AND
#4x AT 18" BOTTOM, TYP, EPOXY COATED
4'-6"
6"
ENLARGED FRAMING
PLAN, SEE
OPTION 1
ELEVATOR 2
(6) #4x5'-0" LONG
AT DOOR
EPOXY COATED
(3) #4x5'-0" LONG EPOXY
COATED AT DOOR, TYP
#3 x AT 12" TOP WITH
BAR COUPLER AND
AT STAIRS, TYP PER
A4 S-605
A5 S-401
B1 S-515
C5 S-515
LIGHT POLE BASE,
FOR LOCATIONS
SEE ARCH DWGS
LIGHT POLE BASE,
FOR LOCATIONS
SEE ARCH DWGS
FUTURE PV LOCATIONS
WITH ADDED LOADS,
SEE DESIGN CRITERIA
ON SHEET S-001
FUTURE PV LOCATIONS
WITH ADDED LOADS,
SEE DESIGN CRITERIA
ON SHEET S-001
TYP
FUTURE PV LOCATIONS
WITH ADDED LOADS,
SEE DESIGN CRITERIA
ON SHEET S-001
B3 S-515
C3
S-515 TYP
24" DT-1, TYP
ADDED (2) #4 x10'-0"
EPOXY COATED, TYP
ABOVE COLUMN
FUTURE PV COLUMN
LOCATIONS WITH
ADDED LOADS
(15 LOCATIONS)
24" DT-1, TYP
LIGHT POLE
BASE, FOR
LOCATIONS
SEE ARCH
DWGS
LIGHT POLE BASE,
FOR LOCATIONS
SEE ARCH DWGS
A3 S-513
TYP
#4 x AT 18" WITH BAR
COUPLER, TYP AT ELEV LANDING
2'-6"
LOUVER
OPENINGS
IN PRECAST
CONCRETE
WALL TYP,
SEE ARCH AND
MECH DWGS
AND DETAIL
D5 S-611
LEGEND
REFERENCE DRAWINGS
NOTES:
GENERAL NOTES, SEE
TYPICAL CMU WALL DETAILS, SEE
TYPICAL STRUCTURAL STEEL DETAILS, SEE
1. SEE MECHANICAL AND ELCTRICAL DRAWINGS FOR SIZE AND
LOCATION OF PENETRATIONS.
C = 1" INDICATES DEPTH OF CAMBER AT MIDSPAN OF BEAM
INDICATES CONCRETE WALL
INDICATES CONCRETE BEAM TYPE, SEE
STAIR DETAILS, SEE
INDICATES CHANGE IN ELEVATION
INDICATES BEAM OR HEADER BELOW
INDICATES FULL HEIGHT CMU WALL
INDICATES PRECAST/PRESTRESSED CONCRETE WALL
OR COLUMN
INDICATES CMU OR CONCRETE WALL BELOW
B-1
TYPICAL CAST-IN-PLACE CONCRETE WALL DETAILS, SEE
TYPICAL PRECAST CONCRETE WALL, SEE TO
S-601
S-605
P-1 INDICATES PRECAST PLANK TYPE, SEE
DT-1 INDICATES PRECAST DOUBLE TEE TYPE, SEE
STRUCTURAL ELEVATIONS, SEE TOS-201 S-206
BUILDING SECTIONS, SEE S-301
S-611
S-001
A1/S-610
A1/S-605
A1/S-606
S-604
S-604
S-615
INDICATES SLOPED SLAB TO DRAIN, MIN SLAB
THICKNESS THROUGHOUT SLOPED REGION
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
A s in di ca te d
1/
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8:
: 4
AM
1/
/2
8:
:4
AM
C :\U se rs
\m la uc k\
D oc um en ts \2
3.
- K
AI
_1
6s b0
4_
SB
H C
-P ar k i ng
-S tru c t ur e_ R
1 3 _S
TR
U
C T-
C e n tra l_ m la u c k.
rv t
SC
H
O
FI
EL
D
B A
R R A
C K S
, O A
HU
, H
A W
A
II
N
O V
R
TA
BC
M
LJ
C
BC
M
S-110
H O
N O
LU
LU
D
IS
TR
IC
T
FT
S H
AF
TE
R , H
AW
A I
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
JK
P
PA
R
TI
AL
F O
U R
TH
F
LO
O
R F R
AM
IN
G P
LA
N
SB
H
C P
AR
KI
N G
S
TR
U C
TU
R
E
S -1
PLAN NORTH
0 4 8 16
3/32" = 1'-0"A1 PARTIAL FOURTH FLOOR FRAMING PLAN
NOTE:
ALL TOPPING REINFORCING BARS AT FOURTH
FLOOR AND RAMP ABOVE THIRD FLOOR SHALL BE
EPOXY COATED INCLUDING DOWELS, CONTINUOUS
SLAB BARS, AND CORNER BARS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
IN
D
IC
A
TE
D M
IS
SI
N G
L O
U
VE
R S
JA
N
B
A
5" CONCRETE PLANK P-2
8" PRECAST PARAPET
WALL, TYP
A1 S-204
WALL
ELEV
A3 S-206
WALL
ELEV
A5 S-206
WALL
ELEV
A4 S-206
WALL
ELEV
ADDED #4 x4'-0" AT 18"
C3 S-514
C2 S-205
WALL
ELEV
3" MIN CONCRETE TOPPING
WITH #4 AT 18" E.W.,
SLOPED TO DRAIN
B3 S-514
#4 x AT 18" WITH BAR
COUPLER, TYP ALL AROUND
2'-6"
1” JOINT AT WALL
AND CORNICE
M
K
C1 S-203
WALL
ELEV
A3 S-201
WALL
ELEV
5" CONCRETE PLANK P-2
8" PRECAST
PARAPET
WALL, TYP
L
C2 S-206
WALL
ELEV
C1 S-206
WALL
ELEV
3" MIN CONCRETE TOPPING
WITH #4 AT 18" E.W.,
SLOPED TO DRAIN
B3 S-514
#4 x AT 18" WITH BAR
COUPLER, TYP ALL AROUND
2'-6"
1” JOINT AT WALL
AND CORNICE
B
A
A1 S-202
WALL
ELEV
8" PRECAST
PARAPET
WALL, TYP
A1 S-204
WALL
ELEV
A2 S-206
WALL
ELEV
A1 S-206
WALL
ELEV
B3 S-514
5" CONCRETE PLANK P-2
3" MIN CONCRETE TOPPING
WITH #4 AT 18" E.W.,
SLOPED TO DRAIN
#4 x AT 18" WITH BAR
COUPLER, TYP ALL AROUND
2'-6"
1” JOINT AT WALL
AND CORNICE
J
H
A1 S-202
WALL
ELEV
C5 S-206
WALL
ELEV
C3 S-206
WALL
ELEV
C4 S-206
WALL
ELEV
5" CONCRETE PLANK P-2
3" MIN CONCRETE TOPPING
WITH #4 AT 18" E.W.,
SLOPED TO DRAIN
B3 S-514
#4 x AT 18" WITH BAR
COUPLER, TYP ALL AROUND
2'-6"
8" PRECAST PARAPET WALL, TYP
1” JOINT AT WALL
AND CORNICE
B
A
C1 S-203
WALL
ELEV
C1 S-205
WALL
ELEV
5" CONCRETE PLANK P-3
8" PRECAST
WALL, TYP
A1 S-204
WALL
ELEV
A3 S-206
WALL
ELEV
A5 S-206
WALL
ELEV
A4 S-206
WALL
ELEV
PRECAST CONCRETE STAIR
AND LANDING PER
A4 S-605
PENETRATION, TYP
SEE MECH DWGS
COORD WITH ELEV
MANUF.
ADDED #4 x5'-0"
AT 18"
C3 S-514
B2 S-514
C2 S-205
WALL
ELEV
3" MIN CONCRETE TOPPING
WITH #4 AT 18" E.W.,
SLOPED TO DRAIN
#4 x AT 18" WITH BAR
COUPLER, TYP ALL AROUND
2'-6"
(3) #4x 5'-0"
AT DOOR
D5 S-611
LOUVER
OPENINGS
IN PRECAST
CONCRETE
WALL TYP,
SEE ARCH AND
MECH DWGS
AND DETAIL
LEGEND
REFERENCE DRAWINGS
NOTES:
GENERAL NOTES, SEE
TYPICAL CMU WALL DETAILS, SEE
TYPICAL STRUCTURAL STEEL DETAILS, SEE
1. SEE MECHANICAL AND ELCTRICAL DRAWINGS FOR SIZE AND
LOCATION OF PENETRATIONS.
C = 1" INDICATES DEPTH OF CAMBER AT MIDSPAN OF BEAM
INDICATES CONCRETE WALL
INDICATES CONCRETE BEAM TYPE, SEE
STAIR DETAILS, SEE
INDICATES CHANGE IN ELEVATION
INDICATES BEAM OR HEADER BELOW
INDICATES FULL HEIGHT CMU WALL
INDICATES PRECAST/PRESTRESSED CONCRETE WALL
OR COLUMN
INDICATES CMU OR CONCRETE WALL BELOW
B-1
TYPICAL CAST-IN-PLACE CONCRETE WALL DETAILS, SEE
TYPICAL PRECAST CONCRETE WALL, SEE TO
S-601
S-605
P-1 INDICATES PRECAST PLANK TYPE, SEE
DT-1 INDICATES PRECAST DOUBLE TEE TYPE, SEE
STRUCTURAL ELEVATIONS, SEE TOS-201 S-206
BUILDING SECTIONS, SEE S-301
S-611
S-001
A1/S-610
A1/S-605
A1/S-606
S-604
S-604
S-615
INDICATES SLOPED SLAB TO DRAIN, MIN SLAB
THICKNESS THROUGHOUT SLOPED REGION
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
A s in di ca te d
1/
/ 2
8:
: 5
AM
1/
/2
8:
:5
AM
C :\U se rs
\m la uc k\
D oc um en ts \2
3.
- K
AI
_1
6s b0
4_
SB
H C
-P ar k i ng
-S tru c t ur e_ R
1 3 _S
TR
U
C T-
C e n tra l_ m la u c k.
rv t
SC
H
O
FI
EL
D
B A
R R A
C K S
, O A
HU
, H
A W
A
II
N
O V
R
TA
BC
M
LJ
C
BC
M
S-111
H O
N O
LU
LU
D
IS
TR
IC
T
FT
S H
AF
TE
R , H
AW
A I
I
D
ES
IG
N
B R
AN
C
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BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
JK
P
R O
O F
FR
AM
IN
G
P L A
N S
SB
H
C P
AR
KI
N G
S
TR
U C
TU
R
E
S -1
PLAN NORTH
0 4 8 16
3/32" = 1'-0"A4 ELEVATOR ROOF FRAMING PLAN
3/32" = 1'-0"C1 STAIR ROOF FRAMING PLAN - STAIR #4
3/32" = 1'-0"A2 STAIR ROOF FRAMING PLAN - STAIR #2
3/32" = 1'-0"C2 STAIR ROOF FRAMING PLAN - STAIR #3
3/32" = 1'-0"A1 ELEVATOR MACHINE ROOM FRAMING PLAN
0 4 8 16 0 4 8 16
0 4 8 16 0 4 8 16
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
IN
D
IC
A
TE
D M
IS
SI
N G
L O
U
VE
R S
JA
N
M K J H G F E D C
B A
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
8" PRECAST
CONCRETE WALL
PANEL, TYP
TOP OF ELEV WALL
ELEV MACHINE ROOM
ELEVATOR PIT
L
0.9-1
0.9-2
0.9-3
0.9-4
CONCRETE
FOUNDATION
WALL, TYP
0.9-5
0.9-6
0.9-7
0.9-8
0.9-9
PANEL JOINT,
TYP
8"/6" PRECAST CONCRETE WALL PANEL, TYP
C2 S-514
C2 S-513
C3 S-513
C3
S-513 TYP
TYP
CONCRETE CORBEL
FOR LANDING
BEYOND, TYP
S-513 B5
OPP HAND
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
8" PRECAST CONCRETE WALL PANEL
B2 S-514
B1 S-514
D5 S-611
LOUVER OPENING IN
PRECAST CONCRETE
WALLS, SEE ARCH AND
MECH DWGS AND
DETAIL
M K J H G F E
D C
B A
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
TOP OF ELEV WALL
ELEV MACHINE ROOM
ELEVATOR PIT
CONCRETE FOUNDATION WALL, TYP
PANEL JOINTS, TYP 8"/16" PRECAST
CONCRETE WALL
PANEL, TYP
1-2
1-11
1-20
1-3
1-12
1-21
1-4
1-13
1-22
1-5
1-14
1-23
1-6
1-15
1-24
1-7
1-16
1-25
1-8
1-17
1-26
1-9
1-18
1-27
L
1-1
1-10
1-19
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
LIGHT POLE
BASE
LIGHT POLE
BASE
PRECAST/PRESTRESSED CONCRETE WALL PANEL NOTES:
1. PRECAST MANUFACTURER TO VERIFY ALL WALL PANEL DIMENSIONS.
2. OPENINGS, SEE ARCH DWGS, TYP U.N.O.
3. LOADS PROVIDED ARE UNFACTORED (IBC 2012) SEISMIC LOADS IN KIPS AT
FLOOR LINES APPLIED TO WALL PANELS
4. PRECAST COLUMNS ARE NOT PART OF THE LATERAL SYSTEM U.N.O.
5. INDICATES PRECAST WALL PANEL TYPE, SEE SCHEDULE FOR REINF.1-1
8" THICK CAST-IN-
PLACE CONCRETE
8" THICK PRECAST
12" THICK PRECAST
LEGEND:
NOTE: PRECAST WALL
PANEL THICKNESS ABOVE
DISREGARDS ADDITIONAL
THICKNESSES FROM
CORBELS AND
ARCHITECTURAL ELEMENTS
16" THICK PRECAST
6" THICK PRECAST
8" CMU WALL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
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C O
N
TR
AC
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N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
/3
2"
'-0
1/
/ 2
8:
: 5
AM
1/
/2
8:
:5
AM
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D oc um en ts \2
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B A
R R A
C K S
, O A
HU
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BC
M
LJ
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BC
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H O
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LU
LU
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S H
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A I
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TU
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S -2
3/32" = 1'-0"C1 STRUCTURAL ELEVATION - GRID 0.9
0 4 8 16
3/32" = 1'-0"A1 STRUCTURAL ELEVATION - GRID 1
0 4 8 16
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
IN
D
IC
A
TE
D M
IS
SI
N G
L O
U
VE
R S
JA
N
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
8"/16" PRECAST CONCRETE WALL PANEL, TYP
CONCRETE
FOUNDATION WALL, TYP
16" PRECAST CONCRETE WALL PIERS, TYP
CONCRETE
FOUNDATION
WALL, TYP
PANEL JOINT, TYP
TOP OF ELEV WALL
ELEV MACHINE ROOM
ELEVATOR PIT
A-6 A-7 A-8 A-9 A-10
A-11 A-12 A-13 A-14 A-15
A-16 A-17 A-18 A-19 A-20
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
LIGHT POLE
BASE BEYOND
LIGHT POLE
BASE BEYOND
A-1 A-2 A-3 A-4 A-5
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
TOP OF ELEV WALL
ELEV MACHINE ROOM
ELEVATOR PIT
.9A-1
.9A-2
.9A-3
.9A-4
.9A-5
.9A-6
.9A-7
.9A-8
.9A-9
PANEL JOINT, TYP
8" PRECAST CONCRETE WALL PANEL, TYP 8"/6" PRECAST CONCRETE
WALL PANEL, TYP
C2 S-513
C3 S-513
C3
S-513 TYP
CONCRETE CORBEL
BEYOND FOR LANDING, TYP
C2
S-514 TYP
S-513 B1
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
8" PRECAST CONCRETE
WALL PANEL
CONCRETE FOUNDATION WALLCONCRETE FOUNDATION WALL
D5 S-611
LOUVER OPENING IN
PRECAST CONCRETE
WALLS, SEE ARCH AND
MECH DWGS AND
DETAIL
PRECAST/PRESTRESSED CONCRETE WALL PANEL NOTES:
1. PRECAST MANUFACTURER TO VERIFY ALL WALL PANEL DIMENSIONS.
2. OPENINGS, SEE ARCH DWGS, TYP U.N.O.
3. LOADS PROVIDED ARE UNFACTORED (IBC 2012) SEISMIC LOADS IN KIPS AT
FLOOR LINES APPLIED TO WALL PANELS
4. PRECAST COLUMNS ARE NOT PART OF THE LATERAL SYSTEM U.N.O.
5. INDICATES PRECAST WALL PANEL TYPE, SEE SCHEDULE FOR REINF.1-1
8" THICK CAST-IN-
PLACE CONCRETE
8" THICK PRECAST
12" THICK PRECAST
LEGEND:
NOTE: PRECAST WALL
PANEL THICKNESS ABOVE
DISREGARDS ADDITIONAL
THICKNESSES FROM
CORBELS AND
ARCHITECTURAL ELEMENTS
16" THICK PRECAST
6" THICK PRECAST
8" CMU WALL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
/3
2"
'-0
1/
/ 2
8:
: 5
AM
1/
/2
8:
:5
AM
C :\U se rs
\m la uc k\
D oc um en ts \2
3.
- K
AI
_1
6s b0
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SB
H C
-P ar k i ng
-S tru c t ur e_ R
1 3 _S
TR
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C e n tra l_ m la u c k.
rv t
SC
H
O
FI
EL
D
B A
R R A
C K S
, O A
HU
, H
A W
A
II
N
O V
R
TA
BC
M
LJ
C
BC
M
S-204
H O
N O
LU
LU
D
IS
TR
IC
T
FT
S H
AF
TE
R , H
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A I
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
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FT
S
H
AF
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-5
JK
P
ST
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TU
R
AL
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VA
TI
O
N S
SB
H
C P
AR
KI
N G
S
TR
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TU
R
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S -2
3/32" = 1'-0"C1 STRUCTURAL ELEVATION - GRID A
0 4 8 16
3/32" = 1'-0"A1 STRUCTURAL ELEVATION - GRID .9A
0 4 8 16
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
IN
D
IC
A
TE
D M
IS
SI
N G
L O
U
VE
R S
JA
N
PRECAST/PRESTRESSED CONCRETE WALL PANEL NOTES:
1. PRECAST MANUFACTURER TO VERIFY ALL WALL PANEL DIMENSIONS.
2. OPENINGS, SEE ARCH DWGS, TYP U.N.O.
3. LOADS PROVIDED ARE UNFACTORED (IBC 2012) SEISMIC LOADS IN KIPS AT
FLOOR LINES APPLIED TO WALL PANELS
4. PRECAST COLUMNS ARE NOT PART OF THE LATERAL SYSTEM U.N.O.
5. INDICATES PRECAST WALL PANEL TYPE, SEE SCHEDULE FOR REINF.1-1
M
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
L
1.2-1
1.2-2
1.2-3
1.2-4
1.2-5
C2
S-513 TYP
C1
S-513 TYP
PANEL JOINT, TYP
8" PRECAST CONCRETE
WALL PANEL, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
C1 S-515
REVEAL, SEE
ARCH DWGS
DROP WALL
PANEL 3" AT
DOORS,
TYP PER
C1 S-515
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
K.3-1
K.3-2
K.3-3
K.3-4
K.3-5 PANEL JOINT, TYP
8" PRECAST CONCRETE
WALL PANEL, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
S-515 C1
C2 S-515
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
H.8-1
H.8-2
H.8-3
H.8-4
H.8-5 PANEL JOINT, TYP
8" PRECAST CONCRETE
WALL PANEL, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
3.9-1
3.9-2
3.9-3
3.9-4
3.9-5
C2
S-513 TYP
C1
S-513 TYP
PANEL JOINT, TYP
8" PRECAST
CONCRETE
WALL PANEL,
TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
DROP WALL
PANEL 3" AT
DOORS, TYP PER
C1 S-515
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
4 5
H.2-1
H.2-2
H.2-3
H.2-4
H.2-5 PANEL JOINT, TYP
8" PRECAST CONCRETE
WALL PANEL, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
A.6-1
A.6-2
A.6-3
A.6-4
A.6-5
C2
S-513 TYP
C1
S-513 TYP
PANEL JOINT, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
B3 S-515
8" PRECAST
CONCRETE
WALL PANEL,
TYP
DROP WALL
PANEL 3" AT
DOORS, TYP PER
C1 S-515
A
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
3.8-1
3.8-2
3.8-3
3.8-4
3.8-5 PANEL JOINT, TYP
8" PRECAST CONCRETE
WALL PANEL, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
B3 S-514
10" RETAINING
WALL
BA
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
TOP OF ELEV WALL
ELEV MACHINE ROOM
1.3-1
1.3-2
1.3-3
1.3-4
1.3-5
1.3-6 PANEL JOINT, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
C3 S-515
C5 S-515
8" PRECAST
CONCRETE
WALL PANEL,
TYP
DROP WALL
PANEL 3" AT
DOORS, TYP PER
C1 S-515
10"
RETAINING
WALL
OPENINGS IN CMU WALLS, SEE
ARCH AND MECH DWGS AND DETAIL
1C1 S-604
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
TOP OF ELEV WALL
ELEV MACHINE ROOM
B.2-1
B.2-2
B.2-3
B.2-4
B.2-5
B.2-6 PANEL JOINT, TYP
8" PRECAST CONCRETE
WALL PANEL, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
B1 S-515
TOP OF WALL
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
BASEMENT
TOP OF ELEV WALL
ELEV MACHINE ROOM
ELEVATOR PIT
A.8-1
A.8-2
A.8-3
A.8-4
A.8-5
A.8-7A.8-6
C2
S-513 TYP
C1
S-513 TYP
PANEL JOINT, TYP
8" PRECAST CONCRETE
WALL PANEL, TYP
PRECAST CONCRETE
ROOF PLANK WITH
TOPPING, SEE PLAN
B1 S-514
DROP WALL
PANEL 3" AT
DOORS,
TYP PER
C1 S-515
8" THICK CAST-IN-
PLACE CONCRETE
8" THICK PRECAST
12" THICK PRECAST
LEGEND: NOTE: PRECAST WALL
PANEL THICKNESS ABOVE
DISREGARDS ADDITIONAL
THICKNESSES FROM
CORBELS AND
ARCHITECTURAL ELEMENTS
16" THICK PRECAST
6" THICK PRECAST
8" CMU WALL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
/3
2"
'-0
1/
/ 2
8:
: 0
AM
1/
/2
8:
:0
AM
C :\U se rs
\m la uc k\
D oc um en ts \2
3.
- K
AI
_1
6s b0
4_
SB
H C
-P ar k i ng
-S tru c t ur e_ R
1 3 _S
TR
U
C T-
C e n tra l_ m la u c k.
rv t
SC
H
O
FI
EL
D
B A
R R A
C K S
, O A
HU
, H
A W
A
II
N
O V
R
TA
BC
M
LJ
C
BC
M
S-206
H O
N O
LU
LU
D
IS
TR
IC
T
FT
S H
AF
TE
R , H
AW
A I
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
JK
P
ST
R
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TU
R
AL
E
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VA
TI
O
N S
SB
H
C P
AR
KI
N G
S
TR
U C
TU
R
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S -2
3/32" = 1'-0"C2 STRUCTURAL ELEVATION - GRID 1.2
3/32" = 1'-0"C1 STRUCTURAL ELEVATION - GRID K.3
3/32" = 1'-0"C3 STRUCTURAL ELEVATION - GRID H.8
3/32" = 1'-0"C4 STRUCTURAL ELEVATION - GRID 3.9
3/32" = 1'-0"C5 STRUCTURAL ELEVATION - GRID H.2
3/32" = 1'-0"A1 STRUCTURAL ELEVATION - GRID A.6
3/32" = 1'-0"A2 STRUCTURAL ELEVATION - GRID 3.8
3/32" = 1'-0"A3 STRUCTURAL ELEVATION - GRID 1.3
3/32" = 1'-0"A4 STRUCTURAL ELEVATION - GRID B.2
3/32" = 1'-0"A5
STRUCTURAL
ELEVATION - GRID A.8
0 4 8 160 4 8 16 0 4 8 16 0 4 8 16 0 4 8 16
0 4 8 160 4 8 160 4 8 160 4 8 160 4 8 16
M
AR
K D
ES
C
R
IP
TI
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AT
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AP
PR
IN
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IC
A
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IS
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JA
N
2'-0"
MIN
CMU WALL REINFORCING SCHEDULE
OPENING SCHEDULE
SECTION
HORIZ VERT REMARKS
#4 AT 24" #4 AT 24"
BAR SIZE AND SPACING
(2) #4
JAMB
W < 5'-0"
OPENING WIDTH
2'-8"
REMARKS
#4 AT 8"
REINFORCING
(2) #4
X
X
WHERE EXTENSION
IS NOT POSSIBLE
EXTEND BAR AS
FAR AS POSSIBLE
AND HOOK
LINTEL REINF
(VERT)
LINTEL REINF
(HORIZ)
LAP 48
BAR DIA
OR 2'-0"
MIN, TYP
CONT HORIZ
REINF IN
BOND BEAM,
SEE SCHEDULE
VERT REINF,
SEE SCHEDULE
CONT HORIZ REINF IN BOND BEAM
AT TOP OF WALL, SEE SCHEDULE
START FIRST BAR 4"
FROM EACH END
TOP OF
FLOOR/SLAB
JAMB REINF SEE
SCHED, TYP
TOP OF
SLAB/FOOTING
DOWELS TO MATCH
SIZE AND SPACING
OF VERT REINF, TYP
WALL THICKNESS
(INCHES)
LINTEL DEPTH
(MINIMUM)
NOTE: ALL WALLS SHALL BE SOLID GROUTED.
INTERIOR WALLS
LINTEL, HORIZ REINF
SEE SCHEDULE
LINTEL, VERT RENF
SEE SCHEDULE
LINTEL AND SILL
HORIZ
LINTEL
VERT
NOT TO SCALE
STD.
HOOK, TYP
LINTEL WIDTH
MIN
2'-0"
5" C
LR
LI
NT
EL
D
EP
TH
(2) #4 AT TOP
OF WALL
LINTEL DEPTH AS REQ'D FOR
MIN SIZE, SEE SCHEDULE
JAMB REINF SEE
SCHED, TYP
LINTEL, HORIZ REINF
SEE SCHEDULE
2'- 0"
(1) #4W < 3'-0" 1'-4" #4 AT 24"(1) #4
1"W"
SILL, HORIZ REINF
SEE SCHEDULE
"W"
AT CORNER AT INTERSECTION AT END
SINGLE MAT
B
AR
D
IA
STANDARD
HOOK
(2) #4 VERT MIN
OR
'-0
M
IN
L
AP
, T
YP BREAK SHELL
FOR FLOW
OF GROUT
OPEN END
BLOCK
ALT BENDS
OPEN END
BLOCK
(2) #4
VERT MIN
TYP WALL
REINF
90° HOOK INTO
VERTICAL CELL
(2) JAMB BARS
BREAK SHELL
FOR FLOW OF
GROUT.
BEAM TO BEAM CONNECTION SCHEDULE
BEAM SIZE
W12x
WELD SIZEA325N BOLTS
Wx BEAM
PARTIAL HEIGHT
CONNECTION PLATE
SEE SCHED
FOR SIZE
FULL HEIGHT
CONN PLATE(2) 3/4"øW5x, C6x, C8x, W8x, W10x
Wx GIRDER
Wx BEAM
CONN PLATE
THICKNESS
C BOLTS
1/4" 1/4"
3/8" 1/4"(3) 3/4"ø
NOTES:
1. PROVIDE PARTIAL HEIGHT CONNECTION PLATE WHERE BEAM
DEPTH IS MORE THAN 8" LESS THAN GIRDER DEPTH, U.N.O.
2. PROVIDE FULL DEPTH STIFFENER PLATE ON OPPOSITE SIDE
AT ONE SIDED BEAM CONNECTION.
3. EDGE DISTANCES AND BOLT SPACING SHALL MEET THE
REQUIREMENTS OF AISC SPECIFICATIONS.
L
3" T
YP
1/2" MAX TYP
1 1/2" MIN AT 3/4"ø BOLTS 1 3/4" MIN AT 1"ø BOLTS
1 1/2" MIN AT 3/4"ø BOLTS 1 3/4" MIN AT 1"ø BOLTS
3" FOR W24x AND SMALLER 4 1/2" FOR W27x AND LARGER
1 1/2" MIN AT 3/4"ø BOLTS 1 3/4" MIN AT 1"ø BOLTS3"
FACE OF Wx BEAM
1/2" PLATE
3/8" CONN PLATE
BOLTS PER
SCHEDULE
CONC OR
CMU WALL
Wx BEAM
ANCHOR BOLTS:
(4) 3/4"ø AT W6 & W8
(6) 3/4"ø AT W10 & W12
6" 6"
1/
2"
1 1/2" 4" 4" 1 1/2"
11"
1/2" MAX
1/4
TYP
6"
B4 S-604
1/
2"
3-SIDES
TYP
3-SIDES
TYP
1/4
HSS POST,
WHERE OCCURS
HSS BEAM
1/ 2"
M
AX
G
AP
L3x3x1/4x WIDTH OF
SMALLER HSS-1/2", TYP
EACH SIDE
L4x4x1/4x4" LONG EACH SIDE WITH 5/8"ø A307 BOLTS IN
VERTICAL SLOT HOLE
1/4
3 SIDES
HSS POST
1" G
AP
CMU WALL
PRECAST CONCRETE
DOUBLE-TEE
FLANGE OR PLANK
CONCRETE TOPPING
1/2" GAP WITH SEALANT, FILL
WITH FIRE RATED MATERIAL
AT RATED WALLS
L3x3x1/4 x8 1/2" LONG
SPACED AT 8'-0" MAX
WITH (2) 5/8"ø x3 1/2"
LONG WEDGE ANCHORS
1 1/4" 6"
(1) #4 CONT
24" DOUBLE TEE BEYOND,
NOTCH AROUND DOUBLE
TEE WEBS WITH 1/2" MAX
GAP AND SEALANT FILL
WITH FIRE RATED MATERIAL
AT RATED WALLS
8" CMU WALL
DOWELS TO MATCH
SIZE AND SPACING
OF VERT REINF
"T
"W" (x CONT)
"A" BARS
"B" BARSWALL FOOTING,
SEE PLAN AND
SCHEDULE
B1 S-603
1/
2" T
YP
1/ 2"
T
YP
1 1/2" TYP 1 1/2" TYP
(4) 3/4" øx12" LONG
HEADED STUDS
3/4" PLATE
HSS POST
BASE PLATE
1 1/2" MAX
NON-SHRINK
GROUT
TOP OF
FOOTING
HSS POST, SEE PLAN
SINGLE PLATE
1/4
PRECAST WALL
PANEL, TYP
CONCRETE
CORBEL,
SEE
A1 S-605
1" JOINT
FLOOR
HSS8x4x3/8
3/8"x7"x4" CONN
PLATE EACH FACE
1/4
X SECTION
X
1/4
1/2"
2" 4" 2"
2" 4"
2"
1/4
CONN PLATE, TYP
HSS8x4
1/2"x8"x8" PLATE
(4) 1/2"ø x6" HEADED
STUDS BEYOND
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
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BY
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A M
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IS
SU
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AT
IO
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N O
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AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
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P
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E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
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S -6
NOT TO SCALE
TYPICAL CMU WALL ELEVATION DETAILC1
NOT TO SCALE
CMU WALL REINFORCING AT BOND BEAMB1
NOT TO SCALE
TYPICAL BEAM TO BEAM SIMPLE CONNECTION DETAILB4
NOT TO SCALE
CONNECTION DETAIL AT CONCRETE /CMU WALLA1
NOT TO SCALEA5
TYPICAL HSS TO HSS
CONNECTION DETAIL
NOT TO SCALEB3 SECTION AT NON-BEARING CMU WALL
NOT TO SCALEC5 CMU WALL FOOTING
NOT TO SCALEA4 STEEL COLUMN DETAIL
NOT TO SCALEA3 HSS TO WALL CONNECTION
M
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PANEL DIMENSIONS**
PANEL
THICKNESS "A"
8" 10'-2 1/2"
HORIZONTAL DIMENSIONPANEL MARK VERTICAL DIMENSION
"M"
11'-1" "X1"
(2) #5
HORIZONTAL REINFORCEMENT
"X2"
#4 AT 16" EF
"X3"
(2) #5
"Y1"
(2) #5
VERTICAL REINFORCEMENT
"Y2"
#4 AT 16" EF
"Y3"
(2) #5
REINFORCEMENT DOWEL AT TOP AND BOTTOM EDGE
BOTTOM EDGE (GROUT TUBE)
DOWEL 1
(2) #7
DOWEL 2
#6 AT 16"
DOWEL 3
#6 AT 16"
DOWEL 4
(2) #7 "M
"A"
DOWEL 2
DOWEL 1
AT 8"
DOWEL 1
AT 8"
"X3"
"Y2"
"Y3""Y1"
"X2"
DOWEL 4
AT 8"
DOWEL 4
AT 8"
"X1"
DOWEL 3
TOP EDGE
** PRECAST MANUFACTURER TO VERIFY ALL DIMENSIONS
*** PRECAST MANUFACTURER TO VERIFY DOWEL/GROUT TUBE LOCATIONS MATCH THOSE OF PANEL ABOVE/BELOW i-4, i-8
8" 10'-2 1/2" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -i-12
8" 4'-0" 12'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7ii-1, ii-2
8" 9'-2" 12'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7iiL-1, iiR-1
8" 9'-2" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -iiL-2, iiR-2
8" 9'-10" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7B-1, C-1
8" 9'-10" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -B-2, C-2
8" 6'-2 1/2" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #74-1, 4-10
8" 7'-6 1/2" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #74-8, 4-17
8" 3'-9" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #74-9, 4-18
8" 6'-2 1/2" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -4-19
8" 7'-6 1/2" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -4-26
8" 3'-9" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -4-27
8" 27'-6" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #70.9-5
8" 27'-6" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #70.9-6
8" 27'-6" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #70.9-7
8" 27'-6" 13'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #70.9-8
8" 27'-6" 9'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -0.9-9
8" 4'-11 1/2" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #71-1
8" 4'-11 1/2" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #71-10
8" 4'-11 1/2" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -1-19
8" 19'-10" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7.9A-2
8" 19'-10" 13'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7.9A-4
8" 19'-10" 9'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -.9A-5
12" 5'-5" 23'-3" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16"2-1, 2-3, 3-1, 3-3
5'-0" 23'-3" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16"2-2, 3-2
5'-5" 21'-10 1/2" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -2-4, 3-4
5'-5" 21'-10 1/2" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #72-6, 3-6
5'-0" 21'-10 1/2" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16"2-5, 3-5
23'-11" 3'-11 1/2" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 *** #6 AT 16" *** - -2-8, 2-9, 2-10, 3-8, 3-9, 3-10
12'-11 1/2" 3'-11 1/2" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 *** #6 AT 16" *** - -2-11, 3-11
4'-0" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16"4.1-5, 4.1-6
8" 9'-3" 12'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7K.3-1
8" 15'-8" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7K.3-2, K.3-3
8" 15'-8" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7K.3-4
8" 15'-8" 7'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -K.3-5
8" 8'-3" 12'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7H.8-1
8" 15'-8" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7H.8-2, H.8-3
8" 15'-8" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7H.8-4
8" 15'-8" 7'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -H.8-5
8" 8'-3" 12'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7H.2-1
8" 15'-8" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7H.2-2, H.2-3
8" 15'-8" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7H.2-4
8" 15'-8" 7'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7H.2-5
8" 14'-11" 12'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #73.8-1
8" 15'-8" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #73.8-4
8" 15'-8" 7'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -3.8-5
8" 27'-6" 9'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -1.3-6
8" 12'-9" 12'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7B.2-1
8" 19'-10" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7B.2-2, B.2-3
8" 19'-10" 13'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7B.2-5
8" 19'-10" 9'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -B.2-6
8" 1'-4" 7'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -A.8-6
8" 12'-6" 7'-5" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" - -A.8-7
12"
12"
12"
12"
12"
12"
8"
TY
P
4'- 0"
M
IN
TY
P
4'- 0"
M
IN
TY
P
4'- 0"
M
IN
TY
P
4'- 0"
M
IN
8" 19'-10" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7.9A-3
8" 19'-10" 14'-9" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #7B.2-4
NOTE:
COORDINATE ALL WALL PANEL PENETRATIONS
WITH ARCH/MECH/ELEC/PLUMBING DRAWINGS
AND ELEVATOR MANUFACTURER, TYP
24'-4 1/2" 3'-11 1/2" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 *** #6 AT 16" *** - -2-7, 3-7 12"
#6 AT 16" (2) #7
8" 15'-8" 11'-1" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 (2) #7 #6 AT 16" #6 AT 16" (2) #73.8-2, 3.8-3
#6 AT 16" (2) #7
#6 AT 16" (2) #7
#6 AT 16" *** (2) #7 ***
8" 7'-4 3/4" 6'-0" (2) #5 #4 AT 16" EF (2) #5 (2) #5 #4 AT 16" EF (2) #5 - - -iii-1 -
SMALL PENETRATION,
SEE ARCH AND MECH
DWGS, TYP PER
D5 S-611
TY
P
2'- 0"
TYP
2'-0"
(1) #5 ADDED IN
PRECAST
CONCRETE WALL,
TYP ALL SIDES OF
OPENING
(1) #5 DIAG x 4'-0"
LONG ADDED IN
PLANK AND CONC
TOPPING AT EACH
OPENING
1'- 3"
M
AX
3'-3" MAX
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
B R
I A N
C M U R DO
C
K
PROFESSIONAL
ENGINEER
H
AW IA ,I U S.
A.
LICENSED
No. 11208-S
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
EXPIRATION DATE OF THE LICENSE 4/30/2016
A s in di ca te d
1/
/ 2
8:
: 0
AM
1/
/2
8:
:0
AM
C :\U se rs
\m la uc k\
D oc um en ts \2
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- K
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_1
6s b0
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H C
-P ar k i ng
-S tru c t ur e_ R
1 3 _S
TR
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C T-
C e n tra l_ m la u c k.
rv t
SC
H
O
FI
EL
D
B A
R R A
C K S
, O A
HU
, H
A W
A
II
N
O V
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TA
JY C
AD
D
BC
M
S-611
H O
N O
LU
LU
D
IS
TR
IC
T
FT
S H
AF
TE
R , H
AW
A I
I
D
ES
IG
N
B R
AN
C
H
BU
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D
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FT
S
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AF
TE
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, H I 9
-5
JK
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TY
PI
C
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P R
E C
AS
T C
O N
C R
ET
E
D
ET
A I
LS
W
AL
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PA
N
EL
S
SB
H
C P
AR
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S
TR
U C
TU
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S -6
NOT TO SCALE
PRECAST CONCRETE WALL PANEL - SOLIDA1
M
AR
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PR
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U
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JA
N
BC
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NOT TO SCALE
TYPICAL REINFORCING
AROUND WALL OPENINGSD5
UP
P
FA
C
P
A
2 3 4
B
C
D
E
F
G
B2 A-301
H
J
63' - 0" 30' - 0" 63' - 0"63' - 0" 30' - 0" 63' - 0" 10' - 8"
166' - 8"
ELEC ROOM
B107
COMM ROOM
B106
LOBBY
B101
STAIR #1
B102
STAIR #2
B103
STAIR #3
B104
STAIR #4
B105
FIRE ALARM ROOM
B108
4' - 0"
24' - 0"
4' - 0"
32' - 0"
10' - 3 5/8"
A-406 A1
A-403 A1
A-402 A3
20°
A-403 C1
TYP 32 17 A.4
TYP03 41 A.7
TYP 03 41 B.1
5%
SL
SL
1"
7'
8"
3'
3"
5' - 6" 6' - 0" 5' - 6" 9' - 8"
6' - 0"
5' - 0"
TYP22 00 A.1
18' - 6"
AISLE
24' - 0" 18' - 6" 31' - 4" 18' - 6"
AISLE
24' - 0" 18' - 6"
22 00 D.1
09 30 A.1
TYP32 17 A.3
04 20 A.1
TYP 32 17 B.3
A1 A-301
R
AM
P U
P
TYP 03 30 D.1
03 30 B.1
03 30 B.1
/8
3'
3/ 8"
0"
168' - 4"
TYP04 20 B.1
TYP 03 41 A.4
BELOW
K
M i ii
B105
B104
B108
B1
B101
B1
B106
B107
L
03 41 D.1
TYP 22 00 A.1
TYP 03 41 B.3
TYP22 00 A.1
6'
3"
2'
1/
2"
2'
1/
2"
TYP 05 50 C.1
TYP 03 30 B.2
TYP 05 50 C.1
TYP04 20 B.1
05 50 A.2
68' - 8"
15' - 8" 53' - 0"
56' - 8"
32' - 0"
10' - 3 5/8"
+/- 99'-0"
05 50 A.3
4'
3/
8"
TYP 22 00 A.1
19' - 10" 127' - 8" 20' - 10"
TYP32 17 B.2
03 30 B.1
03 30 D.1
A1
03 30 E.1
A5 A-302
ELEV 1
05 50 D.1
PRECAST CONCRETE PANEL OR PIER (CUT IN VIEW)
PRECAST CONCRETE PANEL (PARTIAL HEIGHT)
CMU WALL
CAST-IN-PLACE CONCRETE WALL
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
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B Y:
D
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I G N
B Y:
SB
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BY
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FI
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A M
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SU
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A
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C O
N
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AC
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N O
S O
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AT
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N O
U S
AR
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PS
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EN
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IN
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KD
B Y:
US Army Corps of Engineers ®
" x
4"
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This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
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1/16" = 1'-0"A2 BASEMENT FLOOR PLAN
PLAN NORTH
PARKING COUNT
FLOOR STALLS
BASEMENT 80
FIRST FLOOR 81
SECOND FLOOR 87
THIRD FLOOR 87
FOURTH FLOOR 93
Grand total 428
SHEET KEYNOTES
IDEN # DESCRIPTION
03 30 B.1 10" CONCRETE AIR VENT WALL
03 30 B.2 8" CONCRETE INFILL BELOW BASEMENT RAMP
03 30 D.1 8" CONCRETE WALL
03 30 E.1 16" x 72" PRECAST WIDE COLUMN PIER
03 41 A.4 12" PRECAST CONCRETE WALL PANEL
03 41 A.7 PRECAST CONCRETE CORNICE "A" ABOVE
ELEVATOR/STAIR 1, STAIRS 2, 3, AND 4, REFERENCE
DETAIL C3A/A-502
03 41 B.1 24" x 24" PRECAST CONCRETE COLUMN 03 41 B.3 24" x 15" PRECAST CONCRETE COLUMN 03 41 D.1 16" x 35.5" PRECAST COLUMN PIER
04 20 A.1 CONCRETE MASONRY UNIT RETAINING WALL
04 20 B.1 8" CONCRETE MASONRY UNIT WALL
05 50 A.2 1-1/2" x 3/16" WELDED BAR GRATING (FLUSH) OVER 5'-4" W x 7'-4" L x 6'-0" D SUMP PIT, REFERENCE DETAIL 05 50 A.3 1" x 1/4" GALVANIZED STEEL BAR GRATING (FLUSH) OVER
2'-0" W x 2'-0" L x 3'-0" D SUMP PIT BELOW, REFERENCE
DETAIL A5/A-505
05 50 C.1 STEEL CABLES AT 4" OC, REFERENCE SHEET S-512
05 50 D.1 4" DIA PIPE BOLLARD 4'-0" HIGH, PAINT SAFETY YELLOW,
TYP
09 30 A.1 THIN-SET CERAMIC TILE ON CONCRETE SLAB
22 00 A.1 AREA DRAIN, REFERENCE DETAIL SHEET A-505
22 00 D.1 TRENCH DRAIN, REFERENCE DETAIL B5/A-505
32 17 A.3 ADA VAN PARKING STALL, REFERENCE SHEET A-501
32 17 A.4 MOTORCYCLE PARKING STALL, REFERENCE SHEET A-501
32 17 B.2 PAINTED TWO-WAY TRAFFIC ARROWS, REFERENCE
SHEET A-501
32 17 B.3 PAINTED STOP SYMBOL, REFERENCE SHEET A-501
GENERAL SHEET NOTES
1. REFERENCE SHEET A-001 FOR ABBREVIATIONS, SYMBOL
LEGENDS, ADDITIONAL DRAWINGS CONVENTIONS AND GENERAL
NOTES.
2. REFERENCE SHEET A-101 FOR FLOOR PLAN WALL LEGEND.
3. REFERENCE SHEETS AG101 THROUGH AG109 FOR STRIPING AND
SIGNAGE PLANS.
4. REFERENCE…
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