W9128A-20-R-0016 Am-0005 Drawings.pdf
PDF 10 MB Posted
- Attached to
- Repair Building 502, Fort Shafter, Oahu, Hawaii
- Solicitation number
- W9128A-20-R-0016
About this file
This document provides details of a solicitation for repair work on Building 502 at Fort Shafter, Hawaii. The U.S. Army Corps of Engineers, Honolulu District is seeking proposals for repair and renovation of the eight-story barracks building, including removing two units per floor to add utility and laundry rooms, renovating existing units to meet standards, replacing interior finishes, and removing two units per floor on the top three floors to add dayrooms. Offerors must register in the System for Award Management and the project value is between $25-50 million. Proposals will be evaluated on experience, past performance, technical approach, and price using lowest price technically acceptable procedures, with award going to the best valued offer. The performance period is 840 calendar days with site visit on August 13, 2020.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
F Y
R
E P
A
IR
B U
IL
D
IN
G
W A
-1 -D
-0
H O
N O
L U
L U
D
IS
T R
IC
T
F O
R T
S H
A F
T E
R H
I
J U
N E
W A
-1 -D
-0
B Y
C A
D
M N
UW
A
A II
Expiration Date 04/30/2022
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
ARK M
.S
.A
O
. N A
AK
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION.
("OBSERVATION OF CONSTRUCTION"
SHALL BE DEFINED IN CHAPTER 115, HAWAII
ADMINISTRATIVE RULES FOR PROFESSIONAL
ENGINEERS, SURVEYORS AND LANDSCAPE
ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
G-002
BLDG502
IN
D
E X
O F
D R
A W
IN
G
S B o w e rs
K u b o ta
M a n a g e m e n t
-4
A k o k i S tr e e t, S u it e
-B
W a ip a h u H a w a ii
ID
O P
T
IO
N F
IE
L D
O
P T
IO
N
T
IT
L E
O P
T
IO
N T
IT
L E
D E
S
IG
N C
O M
P L E
T E
S U
B M
IT
T
A L
O P
T
IO
N F
IE
L D
SHEET NO SHEET TITLE REV
V-001 EXISTING CONDITIONS
B-001 BORING LOGS LEGEND AND NOTES
B-002 BORING LOCATION PLAN
BB001 BORING LOGS - 1
BB002 BORING LOGS - 2
BB003 BORING LOGS - 3, SYMBOLS AND NOTES
C-001 NOTES
C-002 LEGEND & ABBREVIATIONS
C-003 EROSION CONTROL PLAN
C-004 EROSION CONTROL NOTES AND DETAILS
C-005 HAUL ROUTE AND COSA
CD101 DEMOLITION PLAN
CG101 SITE GRADING PLAN
CP101 SIGNAGE AND STRIPING PLAN
CP501 SIGNAGE AND STRIPING DETAILS
CS101 SITE PLAN
CS501 SITE DETAILS - 1
CS502 SITE DETAILS - 2
CU101 UTILITY PLAN
CU201 UTILITY PROFILES
CU501 TRENCH DETAILS
CU502 DRAINAGE DETAILS
CU503 SEWER DETAILS
CU504 WATER DETAILS
INDEX OF DRAWINGS
GENERAL
SHEET NO SHEET TITLE REV
SD101 FOUNDATION/FIRST FLOOR DEMO PLAN
SD102 SECOND FLOOR DEMO PLAN
SD103 THIRD FLOOR DEMO PLAN
SD104 FOURTH FLOOR DEMO PLAN
SD105 FIFTH FLOOR DEMO PLAN
SD106 SIXTH FLOOR DEMO PLAN
SD107 SEVENTH FLOOR DEMO PLAN
SD108 EIGHTH FLOOR DEMO PLAN
SD109 ROOF DEMO PLAN
SD401 ENLARGED FOUNDATION/FIRST FLOOR DEMO PLANS
SD402 ENLARGED FOUNDATION/FIRST FLOOR DEMO PLANS
SD403 ENLARGED FOUNDATION/FIRST FLOOR DEMO PLANS
SD404 ENLARGED SECOND FLOOR DEMO PLANS
SD405 ENLARGED SECOND THROUGH FIFTH FLOOR DEMO PLANS
SD406 ENLARGED THIRD THROUGH EIGHTH FLOOR DEMO PLAN
SD501 DEMOLITION DETAILS
SD502 DEMOLITION DETAILS
SD503 DEMOLITION DETAILS
S-001 STRUCTURAL GENERAL NOTES
S-002 STRUCTURAL GENERAL NOTES
S-101 FOUNDATION/FIRST FLOOR FRAMING PLAN 5
S-102 SECOND FLOOR FRAMING PLAN 5
S-103 THIRD FLOOR FRAMING PLAN 5
S-104 FOURTH FLOOR FRAMING PLAN 5
S-105 FIFTH FLOOR FRAMING PLAN 5
S-106 SIXTH FLOOR FRAMING PLAN 5
S-107 SEVENTH FLOOR FRAMING PLAN 5
S-108 EIGHTH FLOOR FRAMING PLAN 5
S-109 ROOF FRAMING PLAN
S-401 ENLARGED FOUNDATION/FIRST FLOOR PLANS 4
S-402 ENLARGED FOUNDATION/FIRST FLOOR PLANS 5
S-403 ENLARGED FOUNDATION/FIRST FLOOR PLANS
S-404 ENLARGED SECOND THROUGH EIGHTH FLOOR PLANS
S-405 ENLARGED SECOND THROUGH EIGHTH FLOOR PLANS 5
S-406 ENLARGED THIRD THROUGH EIGHTH FLOOR PLANS 5
S-407 ENLARGED ROOF PLANS
S-408 ENLARGED ROOF PLANS 5
S-409 ENLARGED STAIR PLANS AND SECTIONS
S-501 TYPICAL DETAILS
S-502 TYPICAL DETAILS
S-503 GRADE BEAM DETAILS 4
S-504 MICROPILE DETAILS 4
S-505 CONCRETE WALL DETAILS 5
S-506 STEEL DETAILS 5
S-507 STEEL DETAILS
S-508 STEEL DETAILS
S-509 CMU WALL DETAILS 5
S-510 TYPICAL CONCRETE REPAIR DETAILS 4
S-511 TYPICAL CONCRETE REPAIR DETAILS
S-601 CONCRETE REPAIR TABLES
SHEET NO SHEET TITLE REV
A-201 FIRST FLOOR REFLECTED CEILING PLAN
A-202 SECOND FLOOR REFLECTED CEILING PLAN
A-203 THIRD FLOOR REFLECTED CEILING PLAN (SIMILAR @ FOURTH & FIFTH FLOOR)
A-204 SIXTH FLOOR REFLECTED CEILING PLAN (SIMILAR @ SEVENTH FLOOR & EIGHTH FLOOR)
A-301 NORTH EXTERIOR ELEVATION
A-302 NORTHEAST EXTERIOR ELEVATION
A-303 NORTHWEST AND SOUTHEAST EXTERIOR ELEVATION
A-304 SOUTH EXTERIOR ELEVATION
A-305 WEST EXTERIOR ELEVATION
A-306 SOUTHEAST PARTIAL EXTERIOR ELEVATION & SOUTHWEST EXTERIOR ELEVATION
A-310 BUILDING SECTIONS
A-311 BUILDING SECTIONS
A-312 BUILDING SECTION
A-313 BUILDING SECTION
A-314 BUILDING SECTION
A-320 WALL SECTIONS
A-321 WALL SECTIONS
A-401 ENLARGED FIRST FLOOR PLAN - CORE AREA PLAN
A-402 ENLARGED FIRST FLOOR PLAN - LAUNDRY & MECHANICAL AREA & SECOND TO EIGHTH FLOOR CORE AREA PLANS 4
A-403 TYPICAL ENLARGED UNIT A & B FLOOR PLAN 4, 5
A-404 ENLARGED TYPICAL UNIT C, D, & E
A-405 ENLARGED STAIR PLANS AND SECTIONS
A-410 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN AND DAYROOM AREA
A-411 FIRST FLOOR REFLECTED CEILING PLAN-LAUNDRY & MECH AND SECOND TO EIGHTH CEILING PLAN-CORE AREA
A-412 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN - UNIT A & B
A-413 ENLARGED TYPICAL UNIT C, D, & E REFLECTED CEILING PLAN
A-414 ENLARGED REFLECTED CEILING PLAN - STAIR #1 & #2
A-420 INTERIOR ELEVATIONS
A-421 INTERIOR ELEVATIONS
A-422 INTERIOR ELEVATIONS
A-423 INTERIOR ELEVATIONS
A-501 WALL TYPES
A-502 WALL TYPES
A-510 CASEWORK DETAILS
A-511 CASEWORK DETAILS
A-512 DETAILS
A-513 DETAILS
A-514 GUARDRAILS AND HANDRAILS DETAILS
A-520 ROOF DETAILS
A-521 ROOF DETAILS
A-522 ROOF DETAILS
A-601 DOOR SCHEDULE
A-602 DOOR SCHEDULE
A-603 DOOR DETAILS
A-604 DOOR DETAILS
A-610 WINDOW SCHEDULE & TYPES, LOUVER SCHEDULE & TYPES, DOOR TYPES 4
A-611 WINDOW & LOUVER DETAILS
A-612 WINDOW & LOUVER DETAILS
A-613 WINDOW & LOUVER DETAILS
AF001 MOUNTING HEIGHT SCHEDULE, EQUIPMENT LEGEND, TOILET ACCESSORIES LEGEND
AF100 FLOOR FINISH, FURNITURE & EQUIPMENT PLAN ENLARGED TYPICAL UNITS A & B
AF101 FLOOR FINISH, FURNITURE & EQUIPMENT PLAN ENLARGED TYPICAL UNIT C, D & E
AF601 FINISH LEGEND
AF602 ROOM FINISH SCHEDULE 4
AG601 SIGNAGE SCHEDULE
AG602 SIGNAGE DETAILS
AG603 SIGNAGE MOUNTING DETAILS
AG610 FIRST FLOOR SIGNAGE PLAN
AG611 SECOND FLOOR SIGNAGE PLAN
AG612 THIRD FLOOR TO FIFTH FLOOR SIGNAGE PLAN
AG613 SIXTH FLOOR TO EIGHTH FLOOR SIGNAGE PLAN
AG614 ROOF, ELEVATOR MACHINE ROOM ROOF, STAIR #2 SIGNAGE PLAN
AJ101 FIRST FLOOR AIR BARRIER PLAN
AJ102 SECOND FLOOR AIR BARRIER PLAN
AJ103 THIRD FLOOR TO FIFTH FLOOR AIR BARRIER PLAN
AJ201 BUILDING SECTION AIR BARRIER TEST ZONES
AJ202 BUILDING SECTION AIR BARRIER TEST ZONES
AJ203 BUILDING SECTIONS AIR BARRIER TEST ZONES
SHEET NO SHEET TITLE REV
A-001 GENERAL NOTES, ARCHITECTURAL ABBREVIATIONS, LEGENDS, AND SYMBOLS
AD101 FIRST FLOOR DEMOLITION PLAN 4
AD102 SECOND FLOOR DEMOLITION PLAN
AD103 THIRD FLOOR DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR)
AD104 SIXTH FLOOR DEMOLITION PLAN (SIMILAR @ SEVENTH FLOOR)
AD105 ROOF, ELEVATOR MACHINE ROOM DEMOLITION PLAN, ELEVATOR MACHINE ROOM DEMOLITION ROOF PLAN, & STAIR
#2 ROOF DEMOLITION PLAN
AD201 FIRST FLOOR CEILING DEMOLITION PLAN
AD202 SECOND FLOOR CEILING DEMOLITION PLAN
AD203 THIRD FLOOR CEILING DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR)
AD204 SIXTH FLOOR TO EIGHTH FLOOR CEILING DEMOLITION PLAN
A-101 FIRST FLOOR PLAN 4
A-102 SECOND FLOOR PLAN & ENLARGED TYPICAL CRICKET PLAN 5
A-103 THIRD FLOOR TO FIFTH FLOOR PLAN 5
A-104 SIXTH FLOOR TO EIGHTH FLOOR PLAN 5
A-105 ROOF, ELEVATOR MACHINE ROOM FLOOR PLAN, ELEVATOR MACHINE ROOM ROOF, STAIR #2 ROOF FLOOR PLAN, &
STAIR #2 ROOF PLAN
SHEET NO SHEET TITLE REV
P-102 SECOND FLOOR OVERALL PLUMBING PLAN
P-103 THIRD TO FIFTH FLOOR OVERALL PLUMBING PLAN
P-104 SIXTH TO SEVENTH FLOOR OVERALL PLUMBING PLAN
P-105 EIGHTH FLOOR OVERALL PLUMBING PLAN
P-106 ROOF OVERALL PLUMBING PLAN
P-401 FIRST FLOOR ENLARGED PLUMBING PLAN
P-402 FIRST FLOOR ENLARGED PLUMBING PLAN
P-403 FIRST FLOOR ENLARGED PLUMBING PLAN
P-404 FIRST FLOOR ENLARGED PLUMBING PLAN
P-405 SECOND FLOOR ENLARGED PLUMBING PLAN
P-406 SECOND FLOOR ENLARGED PLUMBING PLAN
P-407 SECOND FLOOR ENLARGED PLUMBING PLAN
P-408 SECOND FLOOR ENLARGED PLUMBING PLAN
P-409 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-410 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-411 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-412 THIRD TO FIFTH FLOOR ENLARGED PLUMBING PLAN
P-413 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-414 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-415 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-416 SIXTH TO SEVENTH FLOOR ENLARGED PLUMBING PLAN
P-417 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-418 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-419 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-420 EIGHTH FLOOR ENLARGED PLUMBING PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING EQUIPMENT SCHEDULE
P-602 PLUMBING EQUIPMENT SCHEDULE
P-901 HOT WATER SYSTEM SCHEMATIC
P-902 SANITARY PIPING DIAGRAMS
P-903 SANITARY PIPING DIAGRAMS
P-904 SANITARY PIPING DIAGRAMS
P-905 SANITARY PIPING DIAGRAMS
P-906 SITE WATER PIPING DIAGRAM
P-907 WATER PIPING DIAGRAMS
P-908 WATER PIPING DIAGRAMS
P-909 TYPICAL WATER PIPING DIAGRAMS
P-910 HOT WATER HEATER ROOM PIPING DIAGRAM
SHEET NO SHEET TITLE REV
P-001 PLUMBING NOTES AND LEGEND
PS101 OVERALL PLUMBING SITE - DEMOLITION WORK
PS102 OVERALL PLUMBING SITE - NEW WORK
PD101 FIRST FLOOR PLUMBING PLAN - DEMOLITION WORK
PD102 SECOND FLOOR PLUMBING PLAN - DEMOLITION WORK
PD103 THIRD FLOOR PLUMBING PLAN - DEMOLITION WORK (SIMILAR @ FOURTH AND FIFTH FLOOR)
PD104 SIXTH FLOOR PLUMBING PLAN - DEMOLITION WORK (SIMILAR @ SEVENTH FLOOR)
PD105 ROOF PLUMBING PLAN - DEMOLITION WORK
PD401 ENLARGED PLUMBING DEMOLITION PLANS
PD402 ENLARGED PLUMBING DEMOLITION PLANS
P-101 FIRST FLOOR OVERALL PLUMBING PLAN
SHEET NO SHEET TITLE REV
M-001 MECHANICAL GENERAL NOTES, LEGEND, ABBREVIATIONS, AND SYMBOLS
MS-101 DEMOLITION MECHANICAL SITE PLAN
MS-102 NEW MECHANICAL SITE PLAN
MD-101 FIRST FLOOR HVAC DEMOLITION PLAN
MD-102 SECOND FLOOR HVAC DEMOLITION PLAN (THIRD THRU SEVENTH FLOORS SIMILAR)
MD-103 EIGHTH FLOOR HVAC DEMOLITION PLAN
MD-104 ROOF HVAC DEMOLITION PLAN
MH-101 FIRST FLOOR HVAC NEW WORK PLAN
MH-102 SECOND THRU FIFTH FLOOR HVAC NEW WORK PLAN
MH-103 SIXTH THRU EIGHTH FLOOR HVAC NEW WORK PLAN
MH-104 ROOF HVAC NEW WORK PLAN
MH-401 ENLARGED FIRST FLOOR HVAC PLAN 5
MH-402 ENLARGED FIRST FLOOR HVAC PLAN 5
MH-403 ENLARGED FIRST FLOOR HVAC PLAN 5
MH-404 ENLARGED FIRST FLOOR HVAC PLAN 5
MH-405 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN 5
MH-406 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN 5
MH-407 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN 5
MH-408 ENLARGED SECOND THRU FIFTH FLOOR HVAC PLAN 5
MH-409 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN 5
MH-410 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN 5
MH-411 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN 5
MH-412 ENLARGED SIXTH THRU EIGHTH FLOOR HVAC PLAN 5
MH-413 ENLARGED ROOF HVAC PLAN
MH-414 ENLARGED ROOF HVAC PLAN
MH-415 ENLARGED ROOF HVAC PLAN
MH-416 ENLARGED ROOF HVAC PLAN
MH-417 ENLARGED PUMP ROOM PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
MH-601 MECHANICAL EQUIPMENT SCHEDULES
MH-602 MECHANICAL EQUIPMENT SCHEDULES
MH-603 TYPICAL VAV AHU SCHEMATIC AND SEQUENCE OF OPERATIONS
MH-604 DOAS SCHEMATIC DIAGRAM AND SEQUENCE OF OPERATIONS
MH-605 MECHANICAL CHILLED WATER SCHEMATIC DIAGRAM SEQUENCE OF OPERATIONS
MH-606 MECHANICAL DDC POINTS LIST- AIRSIDE SYSTEMS
MH-607 MECHANICAL CHILLED WATER DDC POINTS LIST
MH-608 DDC SYSTEM ARCHITECTURE SCHEMATIC
MH-901 OVERALL CHILLED WATER DIAGRAM
MH-902 PARTIAL CHILLED WATER DIAGRAM
MH-903 PARTIAL CHILLED WATER DIAGRAM
SHEET NO SHEET TITLE REV
F-001 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS
F-002 BUILDING CODE SUMMARY
F-003 CODE COMPLIANCE SITE PLAN
F-101 FIRST FLOOR PLAN - LIFE SAFETY
F-102 SECOND FLOOR PLAN - LIFE SAFETY
F-103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - LIFE SAFETY
F-104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH AND EIGHTH) - LIFE SAFETY
FD101 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM
FD102 SECOND FLOOR DEMOLITION PLAN - FIRE ALARM
FD103 THIRD FLOOR DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE ALARM
FD104 SIXTH FLOOR DEMOLITION PLAN (SIMILAR @ SEVENTH AND EIGHTH) - FIRE ALARM
FD105 FIRST FLOOR DEMOLITION PLAN - FIRE SPRINKLER
FX101 FIRST FLOOR PLAN - FIRE SPRINKLER 5
FX102 SECOND FLOOR PLAN - FIRE SPRINKLER 5
FX103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE SPRINKLER 5
FX104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH AND EIGHTH) - FIRE SPRINKLER 5
FX501 FIRE SPRINKLER DETAILS
FX601 FIRE SPRINKLER AND STANDPIPE ISOMETRIC PIPING 5
FA101 FIRST FLOOR PLAN - FIRE ALARM / MASS NOTIFICATION
FA102 SECOND FLOOR PLAN - FIRE ALARM / MASS NOTIFICATION
FA103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE ALARM / MASS NOTIFICATION
FA104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH AND EIGHTH) - FIRE ALARM / MASS NOTIFICATION
FA501 FIRE ALARM / MASS NOTIFICATION DETAILS
FA601 FIRE ALARM / MASS NOTIFICATION SEQUENCE OF OPERATIONS
FA602 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM
FA603 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM
CIVIL
LANDSCAPE
STRUCTURAL
ARCHITECTURAL
ARCHITECTURAL (CONTINUED)
FIRE PROTECTION
PLUMBING
SHEET NO. SHEET TITLE REV
G-001 TITLE SHEET
G-002 INDEX OF DRAWINGS 5
G-003 INDEX OF DRAWINGS
SHEET NO SHEET TITLE REV
LD001 TREE PROTECTION NOTES
LD101 TREE DISPOSITION PLAN
LD601 TREE SURVEY AND ASSESSMENT
LP101 LANDSCAPE PLAN
PLUMBING (CONTINUED)
MECHANICAL
A
M E
N D
M E
N T
/3
/2
B
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
CONT FTG, TYP
(E) 2'-2" (W) x 1'-2" (D)
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" THK CONC
WALL, TYP
CONT FTG, TYP
(E) 2'-2" (W) x 1'-2" (D)
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E) 3'-0" (W) x 8'-0" (L) x 1'-6" (D) FTG, TYP
(E) 4" THK CONC SOG
(N) 8" CONC WALL
PER
(E) 8" CONC
WALL, TYP
(N) HSS4x0.25, TYP
(N) THK'D SLAB, TYP
1-001
1-002
1-003
1-004
LEGEND:
X-XXX CRACK, SPALL/DELAM. SEE REPAIR SCHEDULE ON SHEET S-601
SPALL/DELAM ON PLAN
(N) 5" THK CONC SOG
WITH #4 AT 16" EW, TYP
(E) 8" CMU WALL
S-401 F13
S-402 F1
S-402 F13
TYP
S-409 J1
S-409 J3
(N) CONC PAD
PER ,
SEE ARCH DWGS
(N) 5" THK CONC
SOG WITH
#4 AT 16" EW, TYP
(N) 5" THK CONC SOG
WITH #4 AT 16" EW
(N) 3'-0" THKD
SLAB EDGE
WALL FTG
(N) 8" CMU WALL
WITH #5 AT 16" EW
FULLY GROUTED, TYP
A1 S-505
TYP
(N) 8" CONC WALL
PER
A1 S-505
TYP
GRADE BM,
TYP
TYPICAL MICROPILE
SEE
S-504
(N) 3' - 6" WIDE
GRADE BM,
TYP
(N) 3' - 6" WIDE
TYPICAL MICROPILE
SEE
A1 S-504
(E) 8" CMU WALL
(E ) W
F (5
8.
(E ) W
F (5
8.
(E ) W
F (5
8.
(E ) W
F (5
8.
(E ) W
F (5
9.
(E ) W
F (5
8.
(E ) W
F (5
9.
(E ) W
F (5
7.
(E ) W
F
.1 2)
(E ) W
F (5
7.
(E ) W
F (5
9.
(E ) W
F (5
6.
(E ) W
F (5
7.
(E ) W
F (5 9.8
1)
(E ) W
F (5 9.8
9)
(E ) W
F (6 0.7
7)
(E ) W
F (6 0.7
1)
(E ) W
F (6 1.4
1)
(E ) W
F (6 1.1
4)
(E ) W
F (6 1.5
4)
(E) W F (62.33)
(E) W F (62.54)
(E ) W
F (5
9.
(E ) W
F (6 1.8
2)
(E ) W
F (5
9.
(E ) W
F (6 1.8
2)
(E ) W
F (6 2.5
4)
(E ) W
F (6 2.5
4)
S-403 B1
S-403 F13
S-401 F1
P
PRE-PRODUCTION
SACRIFICIAL TEST
MICROPILE 2
PRE-PRODUCTION
SACRIFICIAL TEST
MICROPILE 1
A1
J6 S-502
E6
S-502
TYP
(N) CONC PAD
PER ,
SEE ARCH DWGS
J6 S-502
E14
S-502
J17
S-502
(N) 5" THK CONC
SOG WITH #4 AT
16" EW, TYP
(N) 6" CMU WALL
INFILL
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-101
BLDG502
FO
U
N D
AT
IO
N /F
IR
ST
F
LO
O R
F R
AM
IN
G P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 FOUNDATION/FIRST FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF OPENINGS AND
EXISTING INFORMATION NOT SHOWN ON STRUCTURAL DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR LOCATIONS
OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO FABRICATION.
5. (XX.XX) DENOTES APPROXIMATE BOTTOM OF EXISTING FOOTING. FINISHED FLOOR
ELEVATION (FFE) = (70.00).
6. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR LOCATIONS
OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT SHOWN. TYPICAL FLOOR
SLAB AND WALL PENETRATIONS PER J7 / SD503.
7. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR LOCATIONS
OF ALL UTILITIES ENTERING THE BUILDING. TYPICAL TUNNELING UNDER FOOTINGS PER
A11 / S-502.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 3" CONC TOPPING
SLAB, TYP UON
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E) 5" THK CONC
ROOF SLAB
(E ) 1
2"x
COL
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" (W)
UPTURNED
RAILING BM, TYP
(E) 14" (W)
TAPERED BM
BELOW, TYP. DO
NOT PENETRATE.
DO NOT DAMAGE.
(E) 8" (W) x 4'-7" (D), TYP
UTILITY ROOM
ROOF LEVEL
(E) 4" THK SOLID
PRESTRESSED
PLANK + 2" CONC
TOPPING SLAB, TYP
AT BATHROOM.
INFILL DEPRESSION
WITH CONC
TOPPING, TYP
2x001 2x002 2x005 2x006 2x007 2x008 2x009 2x010
2x011
2x012
2x013
2x014
2x015
2x016
2x0042x003
LEGEND:
X-XXX CRACK, SPALL/DELAM. SEE REPAIR SCHEDULE ON SHEET S-601
SPALL/DELAM ON PLAN
NEW OPENING
S-409 J2
S-409 J4
(E) 8" THK CONC
WALL, TYP
S-404 F1
S-404 F13
S-405 H1
S-405 A1
(N) 6" THK CONC PAD
SEE ARCH DWGS
W10x22, TYP (E) 8" THK
CONC WALL
(N) HSS4x0.25, TYP
F1 S-501
P
S-405
A9 TYP UNIT
ENLARGED
(N) LOUVER OPENING
SEE
A1 S-506
(N) PENETRATIONS.
CONTRACTOR SHALL
LOCATE (E) REINF USING
NON-DESTRUCTIVE
METHODS PRIOR TO
CORING. NO (E) REINF
SHALL BE CUT, TYP.
SEE TYP
(E) 12" (W) CONC
BM, TYP
W10x39
J7
SD503
L3x3x3/8x4'-0"
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-102
BLDG502
SE
C
O N
D F
LO
O
R F
R
AM
IN
G
P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 SECOND FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 3" CONC TOPPING
SLAB, TYP UON
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E ) 1
2"x
COL
3-001
3-002
3-003
3-004 3-005
3-006
3-007
3-008
3-010
3-011 3-012
3-013
3-014
3-009
LEGEND:
X-XXX CRACK, SPALL/DELAM. SEE REPAIR SCHEDULE ON SHEET S-601
SPALL/DELAM ON PLAN
SPALL/DELAM ON SOFFIT
NEW OPENING
(E) 8" THK CONC
WALL, TYP
(E) 4" THK SOLID
PRESTRESSED PLANK + 2"
CONC TOPPING SLAB, TYP
AT BATHROOM. INFILL
DEPRESSION WITH CONC
TOPPING, TYP
F1 S-404
F13 S-404
TYP
S-406
F1
A1 S-405
(E) 8" THK
CONC WALL
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" (W)
UPTURNED
RAILING BM, TYP
(E) 14" (W)
TAPERED BM
BELOW, TYP. DO
NOT PENETRATE.
DO NOT DAMAGE.
(N) HSS4x0.25, TYP
(N) 6" THK CONC PAD
SEE ARCH DWGS
W10x22, TYP
F1 S-501
A9 S-405
TYP UNIT
ENLARGED
P
(N) LOUVER OPENING
SEE
A1 S-506
W10x39
3-015
3-016
J2 S-409
J4 S-409
L3x3x3/8x4'-0"
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-103
BLDG502
TH
IR
D F
LO
O
R F
R
AM
IN
G
P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 THIRD FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 3" CONC TOPPING
SLAB, TYP UON
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E ) 1
2"x
COL
4-001 4-002
4-003
LEGEND:
X-XXX CRACK, SPALL/DELAM. SEE REPAIR SCHEDULE ON SHEET S-601
SPALL/DELAM ON SOFFIT
NEW OPENING
(E) 4" THK SOLID PRESTRESSED
PLANK + 2" CONC TOPPING
SLAB, TYP AT BATHROOM.
INFILL DEPRESSION WITH CONC
TOPPING, TYP
F1 S-406
(E) 8" THK
CONC WALL
(E) 8" THK CONC
WALL, TYP
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" (W)
UPTURNED
RAILING BM, TYP
(E) 14" (W)
TAPERED BM
BELOW, TYP. DO
NOT PENETRATE.
DO NOT DAMAGE.
(N) HSS4x0.25, TYP
F1 S-404
F13 S-404
TYP
(N) 6" THK CONC PAD
SEE ARCH DWGS
W10x22, TYP
F1 S-501
A1 S-405
P
A9 S-405
TYP UNIT
ENLARGED
(N) LOUVER OPENING
SEE
A1 S-506
W10x39
J2 S-409
J4 S-409
L3x3x3/8x4'-0"
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-104
BLDG502
FO
U
R
TH
F
LO
O R
F R
AM
IN
G P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 FOURTH FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 3" CONC TOPPING
SLAB, TYP UON
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E ) 1
2"x
COL
LEGEND:
NEW OPENING
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E) 8" THK
CONC WALL
(E) 8" THK CONC
WALL, TYP
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" (W)
UPTURNED
RAILING BM, TYP
(E) 14" (W) TAPERED
BM BELOW, TYP.
DO NOT PENETRATE.
DO NOT DAMAGE.
(N) HSS4x0.25, TYP
F1 S-406
F1 S-404
F13 S-404
TYP
(N) 6" THK CONC PAD
SEE ARCH DWGS
W10x22, TYP
F1 S-501
A1 S-405
P
A9 S-405
TYP UNIT
ENLARGED
(N) LOUVER OPENING
SEE
A1 S-506
W10x39
J2 S-409
J4 S-409
L3x3x3/8x4'-0"
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-105
BLDG502
FI
FT
H F
LO
O
R F
R
AM
IN
G
P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 FIFTH FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 3" CONC TOPPING
SLAB, TYP UON
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E ) 1
2"x
COL
LEGEND:
NEW OPENING
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
S-406 F13
(E) 8" THK
CONC WALL
(E) 8" THK CONC
WALL, TYP
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" (W)
UPTURNED
RAILING BM, TYP
(E) 14" (W)
TAPERED BM
BELOW, TYP. DO
NOT PENETRATE.
DO NOT DAMAGE.
(N) HSS4x0.25, TYP
F1 S-406
F1 S-404
F13 S-404
TYP
(N) 6" THK CONC PAD
SEE ARCH DWGS
W10x22, TYP
F1 S-501
P
A9
S-405
TYP UNIT
ENLARGED
(N) LOUVER OPENING
SEE
A1 S-506
W10x39
J2 S-409
J4 S-409
L3x3x3/8x4'-0"
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-106
BLDG502
SI
XT
H F
LO
O
R F
R
AM
IN
G
P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 SIXTH FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 3" CONC TOPPING
SLAB, TYP UON
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E ) 1
2"x
COL
LEGEND:
NEW OPENING
(E) 4" THK SOLID
PRESTRESSED PLANK +
2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
F13 S-406
(E) 8" THK
CONC WALL
(E) 8" THK CONC
WALL, TYP
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" (W)
UPTURNED
RAILING BM, TYP
(E) 14" (W)
TAPERED BM
BELOW, TYP. DO
NOT PENETRATE.
DO NOT DAMAGE.
(N) HSS4x0.25, TYP
F1 S-406
F1 S-404
F13 S-404
TYP
(N) 6" THK CONC PAD
SEE ARCH DWGS
W10x22, TYP
F1 S-501
P
A9 S-405
TYP UNIT
ENLARGED
(N) LOUVER OPENING
SEE
A1 S-506
W10x39
J2 S-409
J4 S-409
L3x3x3/8x4'-0"
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-107
BLDG502
SE
VE
N
TH
F
LO
O R
F R
AM
IN
G P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 SEVENTH FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
C D E F G H
2.1
J
K
L
N
M
Q
R
4 7
A
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 3" CONC TOPPING
SLAB, TYP UON
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
(E ) 1
2"x
COL
(E ) 1
2"x
COL
(E ) 1
2"x
COL
8-001
8-004
8-002
8-003
LEGEND:
X-XXX CRACK, SPALL/DELAM. SEE REPAIR SCHEDULE ON SHEET S-601
SPALL/DELAM ON SOFFIT
NEW OPENING
(E) 4" THK SOLID
PRESTRESSED PLANK
+ 2" CONC TOPPING
SLAB, TYP AT
BATHROOM. INFILL
DEPRESSION WITH
CONC TOPPING, TYP
F13 S-406
(E) 8" THK
CONC WALL
(E) 8" THK CONC
WALL, TYP
(E) 8" THK CONC
STAIR WALL, TYP
(E) 8" (W)
UPTURNED
RAILING BM, TYP
(E) 14" (W)
TAPERED BM
BELOW, TYP. DO
NOT PENETRATE.
DO NOT DAMAGE.
(N) HSS4x0.25, TYP
F1 S-406
F1 S-404
F13 S-404
TYP
(N) 6" THK CONC PAD
SEE ARCH DWGS
W10x22, TYP
F1 S-501
P
A9 S-405
TYP UNIT
ENLARGED
(N) LOUVER OPENING
SEE
A1 S-506
W10x39
J2 S-409
J4 S-409
L3x3x3/8x4'-0"
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-108
BLDG502
EI
G
H
TH
F
LO
O R
F R
AM
IN
G P
LA
N
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 3/32" = 1'-0"D7 EIGHTH FLOOR FRAMING PLAN
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
20'8'0 4' 12
AM
E N D
M
EN
T
/3
1/
F G H
2.1
A1
S-505
E14
S-502
SIM
E6 S-502
5" THK SOG WITH
#4 AT 16" EW,
SEE
J1 S-502
TYP
(N) 8" THK
CONC WALL
(E) 8" THK
CONC WALL
(E ) 1
2"x
COL
G R
AD
E
B M (N
) 3 '-6
" W
ID
E
MICROPILE SEE A1
S-504
1' - 6"
TYP
2' - 0"
TYP
TYP
3'-0" MAX
2'
0" M
IN
, T
YP
G7
S-505
TYP
SOG CORNER
REINF PER
A1 S-502
TYP
(N) 5" THK SOG
WITH #4 AT 16"
EW, SEE TYP
BROOM FINISH,
TYP
J1 S-502
CONTROL JOINT
PER
J11 S-502
TYP
CONTROL JOINT
PER
J11 S-502
TYP
J
K
L
N
M
(N) THK'D SLAB
(N) 8" CMU
WALL WITH
#5 AT 16" EW
J17 S-502
(N) 5" THK CONC SOG
WITH #4 AT 16" EW,
SEE
J1
S-502
D2 S-509
(N) PENETRATIONS,
SEE NOTE 6
E14
S-502
TYP
CONTROL JOINT
PER
J11
S-502
TYP
SIM
E6 S-502
SIM
A9
S-509
(N) 6" CMU WALL
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-402
BLDG502
EN
LA
R G
ED
F
O U
N D
AT
IO
N /F
IR
ST
F
LO
O R
P
LA
N S
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 1/4" = 1'-0"F1
ENLARGED FOUNDATION/FIRST
FLOOR PLAN - CORE AREA
SCALE: 1/4" = 1'-0"F13 ENLARGED FOUNDATION/FIRST FLOOR PLAN - AREA
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. CONCRETE REPAIR NOT SHOWN FOR CLARITY. SEE SHEETS S-101 TO S-109
FOR INFORMATION.
6. FOR WALL PENETRATIONS < 6" DIA, CONTRACTOR SHALL USE NON
DESTRUCTIVE METHODS TO LOCATE (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS PRIOR TO CORING. (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS SHALL NOT BE CUT. CONTACT CONTRACTIG OFFICER
FOR PENETRATIONS NOT SHOWN ON PLAN. SEE J7 / SD503 FOR ADDITIONAL
INFORMATION.
7. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
8. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL UTILITIES ENTERING THE BUILDING. TYPICAL TUNNELING
UNDER FOOTINGS PER A11 / S-502.
PLAN NORTH
0 4'2' 8'
1/4"=1'-0SCALE:
AM
EN
D
M
EN
T
/3
1/
2.1
(N) CONC INFILL OVER
(E) DEPRESSED SLAB
S-501
(N) 8" THK
CONC WALL
L15
A1
S-505
TYP
(N) OPENING
AT 2ND FLOOR
SLAB ONLY
W10x39
L3x3x3/8
APPROX EDGE OF
(E) PRECAST
FLOOR PLANK, TYP
K14
S-508
K3 S-508
(N)
PENETRATIONS,
SEE NOTE 6
G7
S-505
L3x3x3/8
K10
S-508
TYP
TYP
TYP
A14 S-506
L10 S-505
SIM
(N) 8" THK
CONC WALL
(N) PENETRATION, SEE
FIRE PROTECTION
DWGS. (1) PT STRAND
MAX MAY BE CUT IN (E)
PRECAST PLANK AT
THIS LOCATION ONLY
(N) L3x3x3/8x4'-0"
A8
S-505
J
K
L
N
M
(N) OPNG,
SEE STRUCT
DEMO SHTS,
TYP
APPROX EDGE OF
(E) PRECAST
FLOOR PLANK, TYP
S-508 D13
(N) L3x3x3/8x4'-0"
(N) 8" THK FULLY
GROUTED CMU
WITH #5 AT 16" EW
PER D2 / S509, TYP
(N)
PENETRATIONS,
SEE NOTE 6,
TYP
S-509 D2
SIM
Q
P
3'
- 4
3' - 9"
(N) CONC INFILL OVER
(E) DEPRESSED SLAB
S-501 L15
(N) HSS4x0.25, TYP
W10x22, TYP
APPROX EDGE OF (E)
PRECAST PLANK, TYP
(N) 8" THK FULLY
GROUTED CMU WALL
WITH #4 AT 16" EW
TYP
(E) 8" CMU WALL
S-507 D12
(N) LOUVER OPENING
PER
E9 S-509
TYP
(E) 8" THK
CONC WALL
(E) 12"x22"
COL
S-509
D2 TYP
(N) PENETRATIONS,
SEE NOTE 6, TYP
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-405
BLDG502
EN
LA
R G
ED
S
EC
O
N D
T H
R O
U G
H E
IG
H
TH
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
FL
O
O R
P
LA
N S
SCALE: 1/4" = 1'-0"H1 ENLARGED SECOND FLOOR PLAN - CORE AREA
SCALE: 1/4" = 1'-0"A1
ENLARGED SECOND THROUGH
FIFTH FLOOR PLAN - AREA
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. CONCRETE REPAIR NOT SHOWN FOR CLARITY. SEE SHEETS S-101 TO S-109
FOR INFORMATION.
6. FOR FLOOR SLAB PENETRATIONS < 6" DIA, CONTRACTOR SHALL USE
NON-DESTRUCTIVE METHODS TO LOCATE (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS PRIOR TO CORING. (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS SHALL NOT BE CUT. CONTACT CONTRACTING OFFICER
FOR PENETRATIONS NOT SHOWN ON PLAN.
7. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
PLAN NORTH
0 4'2' 8'
1/4"=1'-0SCALE:SCALE: 1/4" = 1'-0"A9
ENLARGED SECOND TO
EIGHTH FLOOR PLAN - TYPICAL UNIT
AM
E N D
M
EN
T
/3
1/
2.1
(N) CONC INFILL OVER
(E) DEPRESSED SLAB
S-501
(N) 8" THK
CONC WALL
L15
A1
S-505
SIM
(N) OPENING
SEE DEMO SHEET
SD102, TYP
L10 S-505
SIM
L3x3x3/8
APPROX EDGE OF
(E) PRECAST
FLOOR PLANK, TYP
W10x39
K14
S-508
K3 S-508
(N)
PENETRATIONS,
SEE NOTE 6, TYP
G7
S-505
(N) 8" THK
CONC WALL
K10
S-508
TYP
TYP
TYP
A14 S-506
A8
S-505
(N) PENETRATION, SEE
FIRE PROTECTION
DWGS. (1) PT STRAND
MAX MAY BE CUT IN (E)
PRECAST PLANK AT
THIS LOCATION ONLY
(N) L3x3x3/8x4'-0"
J
K
L
N
M
(N) L3x3x3/8x4'-0"
(N) OPNG,
SEE STRUCT
DEMO SHTS, TYP
APPROX EDGE OF
(E) PRECAST
FLOOR PLANK, TYP
(N) 8" THK FULLY
GROUTED CMU WALL
WITH #5 AT 16" EW
PER D2 / S-509, TYP
(N) PENETRATIONS,
SEE NOTE 6, TYP
S-508 D13
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-406
BLDG502
EN
LA
R G
ED
T
H
IR
D T
H R
O U
G H
E
IG
H
TH
F
LO
O R
PL
AN
S
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 1/4" = 1'-0"F1
ENLARGED THIRD THROUGH
EIGHTH FLOOR PLAN - CORE AREA
SCALE: 1/4" = 1'-0"F13
ENLARGED SIXTH THROUGH
EIGHTH FLOOR PLAN - AREA
PLAN NORTH
0 4'2' 8'
1/4"=1'-0SCALE:
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. CONCRETE REPAIR NOT SHOWN FOR CLARITY. SEE SHEETS S-101 TO S-109
FOR INFORMATION.
6. FOR FLOOR SLAB PENETRATIONS < 6" DIA, CONTRACTOR SHALL USE
NON-DESTRUCTIVE METHODS TO LOCATE (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS PRIOR TO CORING. (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS SHALL NOT BE CUT. CONTACT CONTRACTING OFFICER
FOR PENETRATIONS NOT SHOWN ON PLAN.
7. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
AM
EN
D
M
EN
T
/3
1/
2.1
H14 S-506
(E) CONC COL, TYP
(E) CONC WALL
BELOW, TYP
H12 S-506
W10x22, TYP
(E) CONC
PARAPET, TYP
APPROX EDGE OF
(E) PRECAST FLOOR
PLANK BELOW, TYP
C8x18.75, SEE
ELEC DWGS TYP
D3 S-508
TYP
H17 S-506
(N)
PENETRATION,
SEE NOTE 6, TYP
HSS2.375x0.25
DIAG BRACE, TYP
HSS4.0x0.25 POST
BELOW, TYP
J
K
L
N
M
SIM
H12 S-50
H1 S-50
H1 S-50
SIM
W10x22, TYP
APPROX EDGE
OF (E) PRECAST
FLOOR PLANK
BELOW, TYP
(N) L3x3x3/8x4'-0"
BELOW
(N) OPNG,
SEE STRUCT
DEMO SHTS,
TYP
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
HAWA I ,I
S.U .A
G
EO
RGE O. GUTIERREZ
JR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
S-408
BLDG502
EN
LA
R G
ED
R
O O
F
PL
AN
S
BU
IL
D
IN
G
K
AW
AM
U R
A H
AL
L
H O
N O
LU
LU
D
IS
TR
IC
T
FO
R T
SH
AF
TE
R
, O
AH
U , H
AW
AI
I
N
AG
AM
IN
E O
KA
W
A
EN
G
IN
EE
R
S
IN
C
B
IS
H O
P
ST
, S
TE
H
O N
O
LU
LU
, H
I 9
M . T
O
YA
M A
S.
E
ST
EP
A
N O
EI
G . G
U
TI
ER
R
EZ
J
R
JU
N
E
, 2
W
8-
XX
-X
-X
XX
X
W
8-
XX
-X
-X
XX
X
O
PT
IO
N
F
IE
LD
O
PT
IO
N
T
IT
LE
O
PT
IO
N
T
IT
LE
D
ES
IG
N
C O
M
PL
ET
E
SU
BM
IT
TA
L
FY
R
EP
AI
R
B U
IL
D
IN
G
W
A-
-D
-0
O
PT
IO
N
F
IE
LD
SCALE: 1/4" = 1'-0"F1 ENLARGED ROOF PLAN - TYPICAL UNIT AT END
SCALE: 1/4" = 1'-0"F13 ENLARGED ROOF PLAN - AREA
PLAN NORTH
0 4'2' 8'
1/4"=1'-0SCALE:
NOTES:
1. REFER TO GENERAL NOTES ON SHEET S-001 FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS OF
OPENINGS AND EXISTING INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS.
3. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL PIPES, CONDUITS, EQUIPMENT, ETC.
4. FIELD VERIFY ALL EXISTING DIMENSIONS AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
FABRICATION.
5. CONCRETE REPAIR NOT SHOWN FOR CLARITY. SEE SHEETS S-101 TO S-109
FOR INFORMATION.
6. FOR FLOOR SLAB PENETRATIONS < 6" DIA, CONTRACTOR SHALL USE
NON-DESTRUCTIVE METHODS TO LOCATE (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS PRIOR TO CORING. (E) REINFORCING STEEL AND (E)
PRESTRESS STRANDS SHALL NOT BE CUT. CONTACT CONTRACTING OFFICER
FOR PENETRATIONS NOT SHOWN ON PLAN.
7. REFER TO MECHANICAL, ELECTRICAL, TELECOMMUNICATION DRAWINGS FOR
LOCATIONS OF ALL OTHER FLOOR SLAB AND WALL PENETRATIONS NOT
SHOWN. TYPICAL FLOOR SLAB AND WALL PENETRATIONS PER J7 / SD503.
AM
EN
D
M
EN
T
/3
1/
A1
SCALE: 3/4" = 1'-0"
GRAPHICS SCALE
3/4" = 1'-0"
0 6" 1' 2' 4'
S-505
N A
G A
M
IN
E O
K A
W A E
N G
IN
E E
R S I
N C
B
IS
H O
P S
T S
T E
H O
N O
L U
L U
H I
M T
O Y
A M
A
S E
S T
E P
A
N O
E I
G
G U
T
IE
R R
E Z J
R
GRADE BEAM
SECTION - NEW CONCRETE SHEARWALL AND
L10
SCALE: 3/4" = 1'-0"
PLAN - NEW CONCRETE SHEARWALL REINFORCING
G7
SCALE: 3/4" = 1'-0"
PLAN - NEW CONCRETE SHEARWALL REINFORCING
C O
N C
R E
T E W
A L L D
E T
A
IL
S
1-1/2" = 1'-0"
0 3" 6" 1' 2'
A8
SCALE: 1-1/2" = 1'-0"
SECTION - FLOOR PLANK CORE
/3
/2
A M
E N
D M
E N
T
INTERIOR
EXTERIOR
INTERIOR
SURFACE
ROUGHENED
CLEAN AND
3"
EMBED
12" EPOXY
C L
R
C L
R
/2
#3 TIE AT 6"
EXTERIOR
12" EPOXY
C L
R
/2
INTERIOR
SURFACE
ROUGHENED
CLEAN AND C
L
R
#3 TIE AT 6"
GL
FIRST FLOOR
GRADE BM
TYP CONC
STEM WALL
12" CONC
CLR, TYP
3" MIN
3'-6"
E Q
E Q
E Q
(3) #4 EA FACE
PLAN
SOG PER
MATCH (E) SOG
SLOPE TO
SOG PER PLAN.
REINF PER PLAN
CONC WALL AND
L A
P S
P L
IC
E
AT 12"
#4 STRIRUP
EXTERIOR
L A
P S
P L
IC
L A
P S
P L
IC
E
T Y
P
T Y
P
CONC WALL
(E) 8" THK
TOPPING
(E) CONC
PLANK
(E) PRECAST
FLOORS, TYP
THROUGH EIGHTH
SECOND
REINF PER PLAN
CONC WALL AND
, TYPREINF. SEE
SLAB FOR VERT
DEMO (E) FLOOR
S-503
K2
L A
P S
P L
IC
E
ROOF LEVEL
S-504
A1
PER
MICROPILE
(10) #5
(10) #5
#4 AT 12" MAX EW
#4 AT 12" MAX EW
S-505
A1
2'-0" MIN
TYP
1" CLR,
1'-10" MAX
T Y
P
EMBED, TYP
8" MIN EPOXY
PLANK
THK PRESTRESSED
TOPPING OVER 4"
(E) 2-1/2" THK CONC
SIZE AND SPACING
MATCH WALL REINF
ENDS, TYP
VERT AT
ADD (2) #5
END, TYP
HOOK AT
STD 90 DEG
S-505
A1
12" EW, TYP
WALL W/ #4 AT
8" THK CONC
END, TYP
HOOK AT
STD 90 DEG
ENDS, TYP
VERT AT
ADD (2) #5
SURFACE
ROUGHENED
CLEAN AND
CONC WALL
(E) 8" THK
SIM
EPOXY EMBED
12" MIN
END, TYP
HOOK AT
STD 90 DEG
GROUT CELLS
UNGROUTED,
IF CELLS
8" MIN EMBED.
(E) CMU WALL
EPOXY EMBED
DOWEL,
#4 AT 12"
AT END, TYP
STD 90 DEG HOOK
ARCH DWGS
SLOPE PER
CONT EA LAYER
(2) LAYERS, (4) #8
CONT EA LAYER
(2) LAYERS, (4) #8
W/ 90 DEG HOOK AT (E) WALL
(4) #8 CTR BARS, TERMINATE
CONC WALL
(E) 8" THK
SURFACE
ROUGHENED
CLEAN AND
EPOXY EMBED
12" MIN
ENDS, TYP
VERT AT
ADD (2) #5
END, TYP
HOOK AT
STD 90 DEG
EA FACE
(2) #6 CONT
PT STRANDS). SEE
(E) REINF STEEL (REBAR AND
ROOF SLAB. DO NOT DAMAGE
CHIP, DO NOT CORE (E) CONC
SD502
E2
SD502
K2
PRECAST PLANK
TOPPING AND 4"
(E) 3" CONC
3/8" THK PL
EQ
TYP
2"
MAX, TYP
12" OC
GROUT LAYER
NON-SHRINK
3/4" MAX
SECTION "B-B"
1/4
1'-6" MAX
EPOXY EMBEDDED
THREADED ROD,
(2) 5/8" DIA
WALL PER PLAN
(E) 8" THK CONC
PER PLAN
Lx ANGLE
EMBED, TYP
BOLT, 4"
5/8" DIA EXP
CORE
EMBED
5"
SHALL NOT BE DAMAGED OR CUT FOR ANCHOR INSTALLATION.
INSTALLATION. EXISTING PLANK REINFORCING STEEL AND PT STRANDS
PT STRANDS USING NON-DESTRUCTIVE METHODS PRIOR TO ANCHOR
CONTRACTOR SHALL LOCATE EXISTING PLANK REINFORCING STEEL AND
NOTE:
CORE MAX
9" DIA
US Army Corps of Engineers ®
SHEET ID
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
D
IS
S
U E D
A T
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
BLDG502
W -X
X -X -X
X X
X
W -X
X -X -X
X X
X
O P
T
IO
N F
IE
L D
O P
T
IO
N T
IT
L E
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
H O
N O
L U
L U D
IS
T R
IC
T
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
J U
N E
F Y R
E P
A
IR
B
U
IL
D
IN
G
W
A -1
-D -0
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
H
AWAI,I
S.U .A
G E
O R
G E
O.GUTIERRE
Z
J R
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
D E
S
IG
N C
O M
P L E
T E S
U B
M
IT
T A
L
H1
SECTION
SCALE: 1-1/2" = 1'-0"
H7
SECTION
SCALE: 1-1/2" = 1'-0"
H14
SECTION
SCALE: 1-1/2" = 1'-0"
S T
E E
L D
E T
A
IL
S
GRAPHICS SCALE
1-1/2" = 1'-0"
0 3" 6" 1' 2'
3/4" = 1'-0"
0 6" 1' 2' 4'
H12
SECTION
SCALE: 1-1/2" = 1'-0"
S-506
N A
G A
M
IN
E O
K A
W A E
N G
IN
E E
R S I
N C
B
IS
H O
P S
T S
T E
H O
N O
L U
L U
H I
M T
O Y
A M
A
S E
S T
E P
A N O
E I
G
G U
T
IE
R R
E Z J
R
A9
NOT TO SCALE
H17
SECTION
SCALE: 1-1/2" = 1'-0"
A1
DETAIL - NEW OPENING
SCALE: 3/4" = 1'-0"
BEAM SUPPORT AT NEW
CONCRETE / CMU WALL
A14
NOT TO SCALE
BEAM SUPPORT AT EXISTING
CONCRETE WALL
/3
/2
A M
E N
D M
E N
T
L3x3x3/8
MIN
2'-0"
MAX
1'-6"
PRECAST PLANK
TOPPING AND 4" THK
(E) 3" THK CONC
(E) CONC WALL
TYP
2"
(E) CONC BM
(E) CONC COL
CONC WALL
(E) 8" THK
PARTIAL INTERIOR ELEVATION
M A
X
12" OC MAX, TYP
THREADED ROD AT
EMBEDDED 5"
5/8" DIA EPOXY
US Army Corps of Engineers ®
SHEET ID
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
D
IS
S
U E D
A T
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
BLDG502
W -X
X -X -X
X X
X
W -X
X -X -X
X X
X
O P
T
IO
N F
IE
L D
O P
T
IO
N T
IT
L E
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
H O
N O
L U
L U D
IS
T R
IC
T
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
J U
N E
F Y R
E P
A
IR
B
U
IL
D
IN
G
W
A -1
-D -0
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
H
AWAI,I
S.U .A
G E
O R
G E
O.GUTIERRE
Z
J R
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
D E
S
IG
N C
O M
P L E
T E S
U B
M
IT
T A
L
PLAN
PIPE PER
PLAN
POST PER
1/4
5/8" HS BOLTS
PL 3/8x6x0'-9" W/ (4)
1/4
TYP
1/4
T Y
P
4"
T Y
P
PLAN
Wx PER
PLAN
Wx PER
1/4
Wx PER PLAN
EMBED
5"
LEVELING GROUT
3/4" THK MAX
TYP
2 1/2"
ROOF SLAB
(E) PRECAST CONC
1 1/2 "
2 1/2 "
(E) 8" THK CONC WALL
(E) CONC ROOF SLAB
LEVELING GROUT
EMBEDDED ON 3/4" MAX
DIA ANCHOR BOLTS EPOXY
BASE PL 1/2x8x1'-0" W/ (4) 5/8"
2"
2"
M
IN
1'-0" TYP
SEE ARCH DWGS
TOP OF ROOFING,
WALL
(E) CONC
SEE H7 / S-506
FOR BAL OF INFO
EMBEDDED
ANCHOR BOLTS EPOXY
PL 1/2" THK W/ (4) 5/8" DIA TYP
2 1/2""
TYP
2 1/2""
T Y
P
T Y
P
TYP
1 1/2"
(4) 5/8" DIA HS BOLTS
(2) CLIP L3x3x3/8 W/
DIA HS BOLTS
L3x3x3/8W/ (4) 5/8"
(2) CLIP
2"
TYP
2"
M
IN4
EMBED
5" EPOXY
SEE H7 / S-506
FOR BAL OF INFO
PLAN
Wx PER
PARAPET
(E) 8" CONC
DIA HS BOLTS
L3x3x3/8W/ (4) 5/8"
(2) CLIP
PLAN
Wx PER
EPOXY EMBEDDED
DIA ANCHOR BOLTS
PL 1/2" THK W/ (4) 5/8"
T Y
P
TYP
2"
TOP PL, TYP
1/2" THK
GROUT
LEVELING
3/4" MAX
REINFORCEMENT, SEE A6 / S-502.
FOR TYPICAL OVERSIZE BOLT HOLE DUE TO ANCHOR BOLTS AVOIDING EXISTING 3.
STEEL AND PT STRANDS SHALL NOT BE DAMAGED OR CUT FOR ANCHOR INSTALLATION.
NON-DESTRUCTIVE METHODS PRIOR TO ANCHOR INSTALLATION. EXISTING PLANK REINFORCING
CONTRACTOR SHALL LOCATE EXISTING PLANK REINFORCING STEEL AND PT STRANDS USING 2.
FOR MORE INFORMATION.
PRIMER / MID COAT AND POLYURETHANE TOP COAT. SEE STRUCTURAL STEEL NOTES ON S-002
HOT-DIP GALVANIZED ALL STRUCTURAL STEEL, FASTENERS, AND ANCHORS AND APPLY EPOXY 1.
NOTES FOR H1, H7, H12, H14 AND H17:
1/4
1/4
"A"
"A"
1 1/2" MIN
2" MIN
5"
MAX
1/2 " GAP
CMU WALL
(N) CONC /
POSSIBLE
EXTENSION NOT
HOOK WHERE
AT BEAM, 90 DEG
LONG, CENTER
ADD (2) #5 x 4'-0"
(2) 7/8" DIA HS BOLTS
LEVELING GROUT
1-1/2" THK MAX
1/4
1/2" THK PL
SECTION A - A
1/2" THK PL
1/4
W/ 4" HOOK
(4) 3/4" DIA AB
6"
1 1/2 "
"B"
EMBED
5"
MAX
1/2 " GAP
LEVELING GROUT
3/4" THK MAX
"B"
1 1/2" MIN
(2) 7/8" DIA HS BOLTS
CONC WALL
(E) 8" THK
1/4
3/8" THK PL
SECTION B - B
1/2" THK PL
1/4
6"
1 1/2 "
EMBEDDED
EPOXY
ANCHOR BOLTS
(4) 3/4" DIA
D2
GRAPHICS SCALE
S-509
N A
G A
M
IN
E O
K A
W A E
N G
IN
E E
R S I
N C
B
IS
H O
P S
T S
T E
H O
N O
L U
L U
H I
M T
O Y
A M
A
S E
S T
E P
A
N O
E I
G
G U
T
IE
R R
E Z J
R
SCALE: 3/4" = 1'-0"
SECTION
C M
U W
A L L D
E T
A
IL
S
3/4" = 1'-0"
0 6" 1' 2' 4'
K9
NOT TO SCALE
K14
NOT TO SCALE
JOINT IN MASONRY WALL
HORIZ CONSTRUCTION
E9
NOT TO SCALE
TYPICAL CONCRETE MASONRY WALL
OPENING AT TOP OF NEW CMU WALL
A9
SCALE: 3/4" = 1'-0"
PARTIAL ELEVATION - CMU WALL INFILL
/3
/2
A M
E N
D M
E N
T
SECTION
THAN 5'-0"
LIFT IF "H" IS GREATER
REINF FOR GROUTING
AT ALL CELLS WITH
PROVIDE CLEAN-OUT
GROUT
TOP OF
FOR CLARITY
REINF NOT SHOWN
POUR JOINT WALL 1
"H
M
IN
BARS
VERT REINF
ADD (2) TYP
END
DEG HOOK AT
REINF, TYP 90
TYP HORIZ
CMU WALL REINF
SPACING OF TYP
MATCH SIZE AND
HORIZ DOWEL,
EPOXY EMBED
E M
B E
D
M
IN
PLAN - AT ENDS
NEW CONC WALL
PLAN - AT EXISTING OR
CONC WALL
(E) OR (N)
US Army Corps of Engineers ®
SHEET ID
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
D
IS
S
U E D
A T
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
BLDG502
W -X
X -X -X
X X
X
W -X
X -X -X
X X
X
O P
T
IO
N F
IE
L D
O P
T
IO
N T
IT
L E
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
B U
IL
D
IN
G
K
A W
A M
U R
A H
A L L
H O
N O
L U
L U D
IS
T R
IC
T
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
J U
N E
F Y R
E P
A
IR
B
U
IL
D
IN
G
W
A -1
-D -0
PROFESSIONAL
NO. 12107-S
ENGINEER
LICENSED
H
AWAI,I
S.U .A
G E
O R
G E
O.GUTIERRE
Z
J R
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION.
LICENSE EXPIRATION: 4-30-2022
D E
S
IG
N C
O M
P L E
T E S
U B
M
IT
T A
L
WALLTOP OF
PARTIAL ELEVATION
POSSIBLE
WHERE MIN NOT
ST…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .