16b1-Am4-SBHC-Parking-Structure.pdf

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 S

C

AL

E:

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.

3/ 1/

2 0

5:

: 3

PM

SC

H

O

FI

EL

D

B A

R R

AC

K S, O A H

U , H

A W

A

II

N

O V

R

TA

M

AM

H

KE

BM

C

G-003

H O

N O

LU

LU

D

IS

TR

IC

T

FT

S H

AF

TE

R , H

AW

A I

I

R

EG

IO

N

AL

E

N G

IN

EE

R

IN

G C

EN

TE

R B

U

IL

D

IN

G

FT

S H

AF

TE

R , H

I 9

-5

M

AM

SC

H

ED

U

LE

O

F D

R

AW

IN

G

S

FY

1 6

P N

SB

H C

P

AR

K I N

G

ST

R U

C

TU

R E

G E N

ER

A L

1-

G

EN

ER

AL

- G -0

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 4

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 4

S-502 22 OF 50 SECTIONS AND DETAILS

S-503 23 OF 50 SECTIONS AND DETAILS 4

S-504 24 OF 50 SECTIONS AND DETAILS

S-505 25 OF 50 SECTIONS AND DETAILS 4

S-506 26 OF 50 SECTIONS AND DETAILS 4

S-507 27 OF 50 SECTIONS AND DETAILS

S-508 28 OF 50 SECTIONS AND DETAILS 4

S-509 29 OF 50 SECTIONS AND DETAILS 4

S-510 30 OF 50 SECTIONS AND DETAILS

S-511 31 OF 50 SECTIONS AND DETAILS 4

S-512 32 OF 50 SECTIONS AND DETAILS 4

S-513 33 OF 50 SECTIONS AND DETAILS 4

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 4

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, 4

S-612 47 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS 4

S-613 48 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS 4

S-614 49 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS 4

S-615 50 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS 4

ARCHITECTURAL

A-001 1 OF 43 ARCHITECTURAL ABBREAVIATIONS AND GENERAL NOTES

A-101 2 OF 43 BASEMENT FLOOR PLAN 1, 4

A-102 3 OF 43 FIRST FLOOR PLAN 4

A-103 4 OF 43 SECOND FLOOR PLAN 4

A-104 5 OF 43 THIRD FLOOR PLAN 4

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 4

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, 2, 3, 4

G-004 4 OF 4 SCHEDULE OF DRAWINGS 1, 2, 3

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 3

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

CS502 24 OF 58 SITE DETAILS - 2 2

CS503 25 OF 58 SITE DETAILS - 3 2

CS504 26 OF 58 SITE DETAILS - 4 2

CS505 27 OF 58 SITE DETAILS - 5 2

CP101 28 OF 58 STRIPING AND SIGNAGE PLAN 2

CP102 29 OF 58 TEMPORARY PARKING STRIPING PLAN 2

CP501 30 OF 58 STRIPING AND SIGNAGE DETAILS - 1 2

CP502 31 OF 58 STRIPING AND SIGNAGE DETAILS - 2 2

CU101 32 OF 58 UTILITY PLAN 2

CU102 33 OF 58 FOUNDATION DRAIN PLAN 2

CU103 34 OF 58 UTILITY LAYOUT PLAN 2

CU301 35 OF 58 SEWER FORCE MAIN AND WATER LINE PROFILES 2

CU302 36 OF 58 DRAIN LINE PROFILES - 1 2

CU303 37 OF 58 DRAIN LINE PROFILES - 2 2

CU501 38 OF 58 TRENCH BACKFILL AND RESTORATION DETAILS 2

CU502 39 OF 58 SEWER DETAILS - 1 2

CU503 40 OF 58 SEWER DETAILS - 2 2

CU504 41 OF 58 WATER DETAILS - 1 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 GRADING PLAN - 3 2

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 3

STRUCTURAL

S-001 1 OF 50 GENERAL NOTES 4

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

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

JA

N

M

AM

FE

B2

M

AM

FE

B2

M

AM

FE

B2

M

AM

IN

D

IC

A

TE

D

R

EV

IS

IO

N S

TA

TU

S

IN

D

IC

AT

ED

R

EV

IS

IO

N S

TA

TU

S, R

EV

IS

ED

S

H T

ID

A

N D

S H

EE

T

TI

TL

ES

IN

D

IC

A

TE

D R

EV

IS

IO

N

S

TA

TU

S

IN

D

IC

A

TE

D

R

EV

IS

IO

N S

TA

TU

S

40 PSF (REDUCIBLE FOR

COLUMNS AND FOOTINGS -20%

MAX REDUCTION)

3,000 LBS POINT LOAD

100 PSF

100 PSF

100 PSF

20 PSF (REDUCIBLE 12 PSF MIN.)

6,000 LBS HORIZONTAL

POINT LOAD

5 PSF

5 PSF

SELF WEIGHT + 10%

AS REQUIRED BY ELEVATOR

SUPPLIER + 10%

ADDED 10 PSF DEAD LOAD AND

20 PSF LIVE LOAD. SEE SHEET

S-109 & S-110 FOR LOCATIONS

130 MPH

II

B

PARTIALLY ENCLOSED

+0.55

II

1.0

0.55g

0.15g

D

0.50g

0.22g

D

SPECIAL REINFORCED

CONCRETE SHEARWALL

Cs x W

Cs = 0.10

R = 5

EQUIVALENT LATERAL FORCE

PROCEDURE

D

4,000 PSF

1/3 INCREASE

40 PCF

60 PLF

350 PCF

0.40

GENERAL:

A. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE BUILDING CODE AS STATED

BELOW. HOWEVER, WHERE REFERENCE IS MADE TO PERFORMANCE CONFORMING

TO OTHER STANDARDS THE MORE STRINGENT SHALL APPLY.

1. INTERNATIONAL BUILDING CODE: 2012 ADDITION

B. THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH

OTHER AND REPORT IN WRITING TO THE CONTRACTING OFFICER ALL

INCONSISTENCIES AND OMISSIONS.

C. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD

CONDITIONS AND SHALL COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS

WITH THE DRAWINGS BEFORE COMMENCING WORK. REPORT IN WRITING TO THE

CONTRACTING OFFICER ALL INCONSISTENCIES AND OMISSIONS.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL

TRADES.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION,

WORKMANSHIP AND JOB SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND

SYSTEMS.

F. CONSTRUCTION LOADING SHALL NOT EXCEED DESIGN LIVE LOAD UNLESS SPECIAL

SHORING IS PROVIDED. ALLOWABLE LOADS SHALL BE REDUCED IN AREAS WHERE

THE STRUCTURE HAS NOT ATTAINED FULL DESIGN STRENGTH.

G. CONTRACTOR SHALL ENGAGE A REGISTERED STRUCTURAL ENGINEER IN THE STATE

OF HAWAII TO DESIGN CONSTRUCTION SHORING AND BRACING.

H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT

PROPERTIES, STRUCTURES, STREETS AND UTILITIES DURING THE CONSTRUCTION

PERIOD.

I. DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL

CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED.

DESIGN CRITERIA:

A. FLOOR LIVE LOAD

1. GARAGES (PASSENGER VEHICLES ONLY):

2. STAIRS AND EXITS:

3. ELEVATOR LOBBIES:

4. MECHANICAL ROOMS:

B. ROOF LIVE LOAD:

C. VEHICLE BARRIER SYSTEM LOAD:

D. SUPER IMPOSED DEAD LOADS

1. MECHANICAL / PIPING / MISC.

2. ROOFS - ROOFING AND MISC

3. MECH. EQUIP

4. ELEVATOR LOADS

5. FUTURE PV AND SUPPORT FRAMING

E. WIND DESIGN DATA

1. BASIC WIND SPEED (3-SECOND GUST):

2. OCCUPANCY CATEGORY:

3. EXPOSURE CATEGORY:

4. BUILDING ENCLOSURE CLASSIFICATION:

5. INTERNAL PRESSURE COEFFICIENT:

6. COMPONENTS AND CLADDING DESIGN WIND PRESSURE: VARIES

F. EARTHQUAKE DESIGN DATA:

1. OCCUPANCY CATEGORY:

2. IMPORTANCE FACTOR:

3. MAPPED SPECTRAL RESPONSE ACCELERATIONS

a. SHORT PERIOD:

b. 1-SEC PERIOD:

4. SITE CLASS:

5. SPECTRAL RESPONSE COEFFICIENTS

a. SHORT PERIOD:

b. 1-SEC PERIOD:

6. DESIGN CATEGORY:

7. BASIC SEISMIC-FORCE-RESISTING SYSTEM:

8. DESIGN BASE SHEAR (ULTIMATE):

9. SEISMIC RESPONSE COEFFICIENT:

10. RESPONSE MODIFICATION FACTOR:

11. ANALYSIS PROCEDURE:

G. SOILS

1. SITE CLASS:

2. ALLOWABLE BEARING CAPACITY:

3. ALLOWABLE BEARING CAPACITY

FOR WIND AND SEIMIC

4. EARTH PRESSURES

a. ACTIVE (LEVEL BACKFILL):

i. UNRESTRAINED:

ii. RESTRAINED:

b. PASSIVE:

5. COEFFICIENT OF FRICTION:

SPECIAL INSPECTIONS:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT SPECIAL

INSPECTION OF PORTIONS OF THE WORK AS REQUIRED BY THE BUILDING CODE IS

MADE AT THE APPROPRIATE TIME. THE CONTRACTOR SHALL SUBMIT STATEMENT OF

RESPONSIBILITY TO THE COR PRIOR TO THE COMMENCEMENT OF WORK. THE

CONTRACTOR SHALL GIVE TIMELY NOTICE OF WHEN AND WHERE INSPECTIONS ARE

TO BE MADE AND PROVIDE ACCESS FOR THE INSPECTOR. FREQUENCY OF

INSPECTION IS DEFINED IN THE IBC, SECTION 1704 TABLES. THE CONTRACTOR SHALL

CORRECT DEFECTIVE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT AND PAY

FOR RE-INSPECTION AS REQUIRED.

B. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. REPORTS SHALL

INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE WITH APPROVED

CONSTRUCTION DOCUMENTS. THE INSPECTOR SHALL SUBMIT A FINAL SIGNED

REPORT TO THE CONTRACTING OFFICER DOCUMENTING THAT THERE ARE NO KNOWN

UNRESOLVED CODE REQUIREMENTS.

C. THE FOLLOWING TYPE OF WORK LISTED IN THE IBC, SECTION 1704, REQUIRES

SPECIAL INSPECTION:

1. INSPECTION OF FABRICATOR/SHOP UNLESS WORK IS DONE BY A REGISTERED

AND APPROVED FABRICATOR SHOP.

a. STRUCTURAL STEEL

b. PRECAST CONCRETE

2. STEEL CONSTRUCTION

a. WELDING

3. CONCRETE CONSTRUCTION

a. EXCEPTIONS: INSPECTIONS NOT REQUIRED FOR CONCRETE POURS FOR

i. NON STRUCTURAL SLABS SUPPORT DIRECTLY ON GROUND.

b. REINFORCING STEEL WELDING.

c. BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT

OF CONCRETE.

d. PLACEMENT OF CONCRETE

e. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES.

f. POST INSTALLED CONCRETE BOLTS.

4. MASONRY CONSTRUCTION

a. PLACEMENT OF REINFORCING STEEL.

b. MORTAR AND MORTAR JOINTS

c. PLACEMENT OF GROUT

5. SOILS

a. FOUNDATION BEARING MATERIAL

b. FILL GREATER THAN ONE FOOT

FOUNDATION:

A. FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL INVESTIGATION

REPORT.

1. GEOTECHNICAL ENGINEERING EXPLORATION. FY16 PN 80412 SB HEALTH CLINIC

PARKING STRUCTURE, SCHOFIELD BARRACKS, OAHU, HAWAII, W.O. 6274-00 (B),

BY GEOLABS, INC. ON FEBRUARY 27, 2015

B. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE

WATER, GROUND WATER OR SEEPAGE.

C. EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY

FOOTING OR FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE

FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION.

D. BOTTOM OF FOOTINGS AND RAT SLAB SHALL BE COMPACTED TO A MINIMUM OF 90%

RELATIVE COMPACTION PRIOR TO PLACEMENT OF REINFORCING STEEL AND

CONCRETE. IF SOFT AND/OR LOOSE MATERIALS ARE ENCOUNTERED AT THE BOTTOM

OF FOOTING EXCAVATIONS, THEY SHALL BE OVER-EXCAVATED TO EXPOSE THE

UNDERLYING FIRM MATERIALS. THE OVER-EXCAVATION SHALL BE BACKFILLED WITH

SELECT GRANULAR MATERIAL COMPACTED TO A MINIMUM OF 95% RELATIVE

COMPACTION OR THE FOOTING BOTTOM MAY BE EXTENDED DOWN TO THE

UNDERLYING COMPETENT MATERIAL.

E. SLAB SUBGRADES SHALL BE SCARIFIED TO A DEPTH OF ABOUT 8 INCHES,

MOISTURE-CONDITIONED TO AT LEAST 2 PERCENT ABOVE THE OPTIMUM MOISTURE,

AND COMPACTED TO A MINIMUM OF 95 PERCENT RELATIVE COMPACTION (ASTM D

1557) PRIOR TO PLACEMENT OF AGGREGATE BASE COURSE. THE UNDERLYING

SUBGRADE SOILS SHALL BE WETTED AND KEPT MOIST UNTIL THE FINAL PLACEMENT

OF SLAB CONCRETE. WHERE SHRINKAGE CRACKS ARE OBSERVED AFTER

COMPACTION OF THE SUBGRADE, PREPARE THE SOILS AGAIN AS INDICATED ABOVE.

IF SATURATION AND SUBSEQUENT YIELDING OF THE EXPOSED SUBGRADE DUE TO

INCLEMENT WEATHER AND POOR DRAINAGE OCCURS, THE CONTRACTOR SHALL

OVER-EXCAVATE THE SOFT AREAS AND REPLACE WITH STRUCTURAL FILL.

F. UNLESS NOTED OTHERWISE, THE MINIMUM DEPTH OF BOTTOM OF FOOTINGS SHALL

BE 24 INCHES BELOW THE LOWEST ADJACENT FINISH GRADE OR ADJACENT FINISHED

FLOOR.

G. EXCAVATIONS FOR FOUNDATIONS SHALL BE MONITORED AND APPROVED BY THE

CONTRACTOR'S GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE AND

REINFORCING STEEL TO CONFIRM FOUNDATION BEARING CONDITIONS AND

REQUIRED EMBEDMENT DEPTHS.

H. CONTRACTOR SHALL BRACE OR PROTECT ALL WALLS BELOW GRADE FROM LATERAL

LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED

THEIR FULL DESIGN STRENGTH.

I. UNLESS NOTED OTHERWISE, WALLS OR PORTIONS THEREOF THAT RETAIN EARTH,

AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE

WATERPROOFED AND DAMPPROOFED.

J. JOINTS IN WALLS AND FLOOR, JOINTS BETWEEN THE WALL AND FLOOR AND

PENETRATIONS IN THE WALL AND FLOOR SHALL BE MADE WATERTIGHT UTILIZING

APPROVED METHODS AND MATERIALS.

CONCRETE:

A. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE

ACI 318

B. CAST-IN-PLACE CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND

SHALL HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

1. FOOTINGS AND GRADE BEAMS:

2. FOUNDATION RETAINING WALLS:

3. SLAB-ON-GRADE:

4. TOPPING OVER PRECAST PLANKS AND TEES:

5. ALL OTHER CONCRETE:

C. CONCRETE DELIVERY TICKETS SHALL RECORD ALL FREE WATER ADDED TO THE MIX:

AT BATCHING BY PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL

REQUEST BY CONTRACTOR IF PERMITTED BY THE MIX DESIGN.

D. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS

AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER

SUBSTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL REINFORCEMENT.

E. FREQUENCY OF CONDUCTING STRENGTH TESTS SHALL BE AS FOLLOWS:

1. SAMPLES FOR STRENGTH OF EACH CLASS OF CONCRETE PLACED EACH DAY

SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH

150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5,000

SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS.

2. IF THE TOTAL VOLUME OF CONCRETE IS SUCH THAT THE FREQUENCY OF

TESTING WOULD PROVIDE LESS THAN FIVE STRENGTH TESTS FOR A GIVEN

CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY

SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE

USED.

F. ALL INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE

CONCRETE SHALL BE HOT-DIPPED GALVANIZED ACCORDING TO ASTM A153 UNLESS

OTHERWISE NOTED.

G. REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN THE

CONCRETE SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE.

H. CONDUITS, PIPES, AND SLEEVES PASSING THROUGH A SLAB OR FOOTING AND NOT

CONFORMING TO TYPICAL DETAILS SHALL BE LOCATED AND SUBMITTED TO THE

CONTRACTING OFFICER FOR APPROVAL.

I. CONDUITS AND PIPES, WITH THEIR FITTINGS, EMBEDDED WITHIN A COLUMN SHALL

NOT DISPLACE MORE THAN 4 PERCENT OF THE AREA OF CROSS SECTION ON WHICH

STRENGTH IS CALCULATED OR WHICH IS REQUIRED FOR FIRE PROTECTION.

J. CONDUITS, PIPES, AND SLEEVES EMBEDDED WITHIN A SLAB OR WALL (OTHER THAN

THOSE MERELY PASSING THROUGH) SHALL NOT BE PERMITTED.

K. THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE

STRENGTH OF THE STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT

LOCATION OF CONSTRUCTION JOINTS TO THE CONTRACTING OFFICER, UNLESS

OTHERWISE NOTED.

L. SEE ARCHITECTURAL DRAWINGS FOR CHAMFERS, EDGE RADII, DRIPS, REGLETS,

FINISHES AND OTHER NON-STRUCTURAL ITEMS NOT SHOWN OR SPECIFIED ON THE

STRUCTURAL DRAWINGS.

M. NON-SHRINK GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF

DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000

PSI IN 28 DAYS.

PLANT PRECAST STRUCTURAL CONCRETE:

A. THE DESIGN AND FABRICATION INCLUDING SHORING OF ALL PRECAST CONCRETE

SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. LAYOUT, DIMENSIONS,

REINFORCING AND CONNECTIONS SHOWN SHALL BE USED ONLY AS A GUIDE TO

ASSIST IN DESIGN.

B. THE DESIGN OF PRECAST CONCRETE FRAMING MEMBERS AND CONNECTIONS SHALL

BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI 318 AND PCI DESIGN

HANDBOOK (PRECAST AND PRESTRESSED CONCRETE).

C. FABRICATOR SHALL BE A PCI CERTIFIED PLANT.

D. MEMBERS AND CONNECTIONS SHALL BE DESIGNED BY THE MANUFACTURER IN

ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.

E. MANUFACTURER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS CERTIFIED BY

A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF HAWAII. THE

SHOP DRAWINGS SHALL INCLUDE ALL REINFORCING, INSERTS, BEARING PADS,

OPENINGS, BEARING PLATES AND ANCHORS.

F. CEMENT SHALL BE TYPE II OR TYPE III.

G. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT TRANSVERSE OF PRESTRESSING

FORCES SHALL BE 3500 PSI.

H. PRECAST CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL

HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

1. PRECAST WALLS:

2. PRECAST COLUMNS:

3. PRECAST BEAMS:

4. PRECAST DOUBLE TEES:

5. PRECAST PLANKS:

I. NON-SHRINK GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF

6000 PSI AND SHALL CONFORM TO ASTM C1107.

J. THE MANUFACTURER SHALL VERIFY TOPPING REINFORCEMENT SHOWN.

K. PRESTRESSING REINFORCEMENT SHALL BE ½” DIAMETER, UNCOATED 7-WIRE LOW

RELAXATION STRANDS CONFORMING TO ASTM A416 WITH MINIMUM ULTIMATE

STRENGTH OF 270 KSI.

L. ALL JOINTS SHALL HAVE JOINT FILLER AND SEALANT, SEE ARCHITECTURAL DRAWINGS

AND SPECIFICATIONS.

M. REINFORCING BARS SHOWN ARE MINIMUM, ADDITIONAL BARS MAY BE REQUIRED BY

PRECAST DESIGNER.

REINFORCING STEEL:

A. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE

60.

B. WELDED REINFORCING STEEL SHALL BE LOW-ALLOY DEFORMED BARS CONFORMING

TO ASTM A706.

C. WELDED WIRE REINFORCEMENT SHALL BE GALVANIZED CONFORMING TO ASTM A185.

D. CLEAR CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS

OTHERWISE NOTED:

1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:

2. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER INCLUDING TOPPING

SLAB:

a. NO. 6 THROUGH NO. 18 BAR:

b. NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER:

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

a. SLABS, WALLS, JOISTS:

i. NO. 14 AND NO. 18 BAR:

ii. NO. 11 BAR AND SMALLER:

b. BEAMS, COLUMNS:

i. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS:

4. CONCRETE PRECAST PANELS CAST AGAINST A RIGID HORIZONTAL SURFACE

SUCH AS CONCRETE SLAB EXPOSED TO THE WEATHER:

a. NO. 8 AND SMALLER:

b. NO. 9 THROUGH NO. 18:

E. CLEAR DISTANCE BETWEEN THE SURFACE OF A BAR AND ANY SURFACE OF A

MASONRY UNIT SHALL BE NOT LESS THAN 1/2 INCH, UNLESS OTHERWISE NOTED.

F. REINFORCING STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP

SPLICE LENGTH PER TYPICAL DETAILS AND SCHEDULE, UNLESS OTHERWISE NOTED.

G. LAP EDGES AND ENDS OF ADJOINING SHEETS OF WELDED WIRE REINFORCEMENT AT

LEAST ONE MESH SPACING. OFFSET LAPS OF ADJOINING SHEET WIDTHS TO PREVENT

CONTINUOUS LAPS IN EITHER DIRECTION.

H. MECHANICAL SPLICE CONNECTORS SHALL DEVELOP IN TENSION 125 PERCENT OF THE

SPECIFIED MINIMUM YIELD STRENGTH OF REINFORCING BARS.

I. STANDARD HOOKS ON REINFORCING BARS USED SHALL COMPLY WITH ACI 318,

SECTION 7.1.

J. MINIMUM REINFORCEMENT BEND DIAMETERS SHALL COMPLY WITH ACI 318, SECTION

7.2

K. EPOXY COATED REBAR USED SHALL COMPLY WITH ASTM A934.

L. #5 AND #6 BARS PLACED WITHIN THE TOPPING SLAB THAT HAVE LESS THAN 1/2"

CLEAR SPACE BETWEEN THE REBAR AND THE TOP OF THE CONCRETE DOUBLE TEE

OR CONCRETE PLANKS SHALL HAVE A 2" CLEAR NON-CONTACT LAP SPLICE.

MASONRY:

A. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 FOR LOAD-BEARING

CONCRETE MASONRY UNITS NORMAL WEIGHT WITH A UNIT COMPRESSIVE STRENGTH

OF 2150 PSI. (COMBINED COMPOSITE COMPRESSIVE STRENGTH, f'm = 1500 PSI)

B. SECOND-HAND MASONRY UNITS SHALL NOT BE PERMITTED.

C. MORTAR FOR USE IN MASONRY CONSTRUCTION SHALL CONFORM TO ASTMC 270 WITH

A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI. UNUSED MORTAR SHALL BE

DISCARDED WITHIN 2 ½ HOURS AFTER INITIAL MIXING. MORTAR FOR MASONRY SHALL

BE TYPE S.

D. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH

OF 2,000 PSI AT 28 DAYS.

E. ALL CELLS AND BOND COURSES WITH REINFORCEMENT AND INSERTS SHALL BE SOLID

GROUTED. CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5’-4” IN

HEIGHT.

F. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL

CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1 1/2

INCHES BELOW THE TOP OF THE UPPERMOST UNIT.

G. THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR THE

STRENGTH OF THE STRUCTURE AND TO MINIMIZE SHRINKAGE STRESSES. SUBMIT

LOCATION OF CONSTRUCTION JOINTS TO THE CONTRACTING OFFICER FOR

APPROVAL, UNLESS OTHERWISE NOTED. MAXIMUM SPACING BETWEEN

CONSTRUCTION JOINTS SHALL NOT EXCEED THE LESSER OF LENGTH TO HEIGHT

RATIO OF 1.5 OR 24 FEET.

H. WALLS SHALL BE CONSTRUCTED IN CONVENTIONAL RUNNING BOND, UNLESS

OTHERWISE NOTED.

I. SEE ARCHITECTURAL DRAWINGS FOR LAYING PATTERN, HEIGHT OF UNITS, SURFACE

TEXTURE, AND JOINT TYPE.

J. OPEN-ENDED BLOCKS MAY BE SUBSTITUTED FOR STANDARD CONCRETE MASONRY

UNITS.

STRUCTURAL STEEL:

A. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL CONSTRUCTION,

THIRTEENTH EDITION.

B. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED.

C. CHANNELS, ANGLES SHALL CONFORM TO ASTM A36.

D. PLATES AND BARS SHALL CONFORM TO ASTM A36.

E. STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B.

F. BOLTS SHALL CONFORM TO ASTM A307, GRADE A UNLESS OTHERWISE NOTED.

G. WELDS AND WELDING PROCEDURES SHALL CONFORM TO THE STRUCTURAL WELDING

CODE AWS D1.1 OF THE AMERICAN WELDING SOCIETY.

H. WELDING SHALL BE PERFORMED BY WELDERS PREQUALIFIED FOR WELDING

PROCEDURES TO BE USED.

I. WELDING ELECTRODES SHALL BE E70XX.

J. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED

ACCORDING TO ASTM A153.

K. ALL ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE

CAST IN CONCRETE SHALL BE HOT-DIPPED GALVANIZED

ACCORDING TO ASTM A153 UNLESS OTHERWISE NOTED.

3,000 PSI

4,000 PSI

3,000 PSI

4,000 PSI

3,000 PSI

6,000 PSI (MINIMUM)

6,000 PSI (MINIMUM)

6,000 PSI (MINIMUM)

6,000 PSI (MINIMUM)

6,000 PSI (MINIMUM)

3"

2"

1.5"

1.5"

0.75"

1.5"

1"

2"

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/1

/2

:3

:1 A

M

/1

/2

:3

:1

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

B C

M

L J C

B C

M

S-001

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

G E

N E

R A

L N

O T

E S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -0

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

C M

HGFEDC

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

BASEMENT

PRECAST CONCRETE

INVERTED TEE BEAM, TYPPRECAST CONCRETE

COLUMN, TYP

8" CONCRETE INFILL WALL, TYP

2-1

2-4

2-3

2-6

2-2 TYP

2-5 TYP

12" PRECAST

CONCRETE

PARAPET

2-7 2-8 2-9 2-10 2-11

12" PRECAST CONCRETE

WALL PANELS, TYP

PANEL JOINT, TYP

12"x12" PRECAST BEAM, CONNECTION TO WALL PANELS

BY PRECAST MANUFACTURER

1/2"ø GALV. STRAND CABLE BARRIER

(CROSS SECTIONAL AREA = 0.153 SQ. INCH)

GRADE 250 KSI STRESS CABLE UNTIL TAUT. 1.5 KIPS

TENSION WITH MANUFACTURER'S CABLE ANCHOR

TOP AND BOTTOM WITH 5 KIPS PULL OUT CAPACITY

B A

TOP OF WALL

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

BASEMENT

TOP OF ELEV WALL

8" PRECAST

CONCRETE WALL

PANEL, TYP

PRECAST CONCRETE

ROOF PLANK WITH

TOPPING, SEE PLAN

ELEV MACHINE ROOM

CONCRETE

FOUNDATION WALL, TYP

ELEVATOR PIT

1.1-5

1.1-4

1.1-3

1.1-2

1.1-1

PANEL JOINT, TYP

CMU INFILL,

TYP PER

C4

S-514

CMU INFILL,

TYP PER

B4

S-514

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.1-1HGFEDC

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

BASEMENT

12" PRECAST CONCRETE

WALL PANELS, TYP

PRECAST CONCRETE

INVERTED TEE BEAM, TYP

PRECAST CONCRETE

COLUMN, TYP

12" PRECAST

CONCRETE PARAPET

CABLES, TYP8" CONCRETE INFILL WALL, TYP

3-1

3-4

3-3

3-6

3-2 TYP

3-5 TYP

3-7 3-8 3-9 3-10 3-11

PANEL JOINT, TYP

12"x12" PRECAST BEAM, CONNECTION TO WALL PANELS

BY PRECAST MANUFACTURER

1/2"ø GALV. STRAND CABLE BARRIER

(CROSS SECTIONAL AREA = 0.153 SQ. INCH)

GRADE 250 KSI STRESS CABLE UNTIL TAUT. 1.5 KIPS

TENSION WITH MANUFACTURER'S CABLE ANCHOR

TOP AND BOTTOM WITH 5 KIPS PULL OUT CAPACITY

FOURTH FLOOR

PRECAST

CONCRETE

PARAPET

C.5-1

B A

TOP OF WALL

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

BASEMENT

TOP OF ELEV WALL

ELEV MACHINE ROOM

ELEVATOR PIT

8" PRECAST

CONCRETE WALL

PANEL, TYP

PRECAST CONCRETE

ROOF PLANK WITH

TOPPING, SEE PLAN

CONCRETE

FOUNDATION WALL, TYP

1.1-5

1.1-4

1.1-3

1.1-2

1.1-1

PANEL JOINT, TYP

CMU INFILL,

TYP PER C4

S-514

OPTION 1

ELEVATOR 2

SECOND FLOOR

FIRST FLOOR

BASEMENT

i

RETAINING WALL

PRECAST WALL

PANEL

PRECAST WALL

PANEL

A1

S-514 iii-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 D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/3

/1

/2

:3

:1 A

M

/1

/2

:3

:1

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

B C

M

L J C

B C

M

S-205

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S T

R U

C T

U R

A L E

L E

V A

T

IO

N S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -2

3/32" = 1'-0" C3

STRUCTURAL ELEVATION - GRID 2

3/32" = 1'-0" C1

STRUCTURAL ELVATION - GRID 1.1

3/32" = 1'-0" A1

STRUCTURAL ELEVATION - GRID 3

0 4 8 16

0 4 8 16

0 4 8 16

3/32" = 1'-0" A4

STRUCTURAL ELEVATION - GRID C.5

0 4 8 16

3/32" = 1'-0" C2

STRUCTURAL ELEVATION - GRID 1.1

3/32" = 1'-0" A5

STRUCTURAL ELEVATION

0 4 8 16

0 4 8 16

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

FIRST FLOOR

BASEMENT

COLUMN FOOTING BEYOND

8"

1/2" BEARING PAD

4" DAP

12" CORBEL, SEE

SCHEDULE FOR REINFORCING

(2) #5 TOP AND BOTTOM IN CORBEL

#5 TIES AT 8"

24" DOUBLE TEE, SEE PLAN

3" CONCRETE TOPPING

PRECAST WALL PANEL, SEE ELEVATIONS AND SCHEDULE

FINISH GRADE,

SEE CIVIL DWGS

1' -0

1'-0"

#3B FINE GRAVEL

(ASTM C-33 NO. 67

GRADATION) WRAPPED

IN GEOTEXTILE FILTER

WATERPROOFING,

SEE ARCH DWGS

8" CONCRETE FOUNDATION WALL

1/2"

PREFORMED

JOINT FILLER

WITH SEALANT

4"ø PERFORATED PVC

PIPE, SEE CIVIL DWGS

3' -0

#5 AT 12" HORIZ

#5 AT 12" VERT

DOWEL TO MATCH

VERT REINF

CONCRETE

SLAB-ON-GRADE,

SEE PLAN

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

DOWEL, SEE PLAN

CHORD REINF,

SEE PLAN

WALL FOOTING,

SEE PLAN

1" JOINT PER

C1

S-609

BRACE WALL UNTIL FIRST FLOOR CONCRETE TOPPING

HAS ATTAINED 100% DESIGN COMPRESSIVE STRENGTH,

-OR- DO NOT BACKFILL UNTIL FIRST FLOOR CONCRETE

TOPPING HAS ATTAINED 100% DESIGN COMPRESSIVE

STRENGTH

KEYWAY WITH WATERSTOP

FIRST FLOOR

BASEMENT

4' -0

1'-4" 8"

1/2" BEARING PAD

4" DAP

(2) #5 TOP AND BOTTOM IN CORBEL

24" DOUBLE TEE, SEE PLAN

3" CONCRETE TOPPING

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

FINISH GRADE,

SEE CIVIL DWGS

1' -0

1'-0"

#3B FINE GRAVEL

(ASTM C-33 NO. 67

GRADATION) WRAPPED

IN GEOTEXTILE FILTER

WATERPROOFING,

SEE ARCH DWGS

PREFORMED

JOINT FILLER

WITH SEALANT

4"ø PERFORATED PVC

PIPE, SEE CIVIL DWGS.

JOG ELBOW PIPE AT

16" FOUNDATION WALL

DOWEL TO MATCH

VERT REINF

CONCRETE

SLAB-ON-GRADE,

SEE PLAN

#5 AT 12" HORIZ

#5 AT 12" VERT

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

COLUMN FOOTING,

SEE PLAN

DOWEL, SEE PLAN

CHORD REINF,

SEE PLAN

1" JOINT PER

C1

S-609

12" CORBEL, SEE

SCHEDULE FOR REINFORCING

#5 TIES AT 8"

16" CONCRETE FOUNDATION WALL

BRACE WALL UNTIL FIRST FLOOR CONCRETE TOPPING

HAS ATTAINED 100% DESIGN COMPRESSIVE STRENGTH,

-OR- DO NOT BACKFILL UNTIL FIRST FLOOR CONCRETE

TOPPING HAS ATTAINED 100% DESIGN COMPRESSIVE

STRENGTH

3' -0

KEYWAY WITH WATERSTOP

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/4

/1

/2

:3

:2 A

M

/1

/2

:3

:2

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

J J Y

L J C

B C

M

S-501

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -5

3/4" = 1'-0" A1

SECTION

3/4" = 1'-0" A2

SECTION

0 1 2 4 0 1 2 4

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

A

BASEMENT

CONCRETE SLAB-ON-GRADE,

SEE PLAN

COLUMN BEYOND

COLUMN FOOTING

BEYOND

3" CONCRETE TOPPING

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

1/2" BEARING PAD

PRECAST WALL PANEL

BEYOND

PRECAST INVERTED

TEE BEYOND

PRECAST COLUMN

WITH CORBEL BEYOND

POUR STRIP

1" JOINT PER

FINISH GRADE,

SEE CIVIL DWGS

PRECAST WALL PANEL

COLUMN BEYOND

4' -0

8" 8"

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

CHORD REINF,

SEE PLAN

DOWELS WITH BAR COUPLER,

SEE PLAN

C1

S-609

FLOOR GRATING,

SEE PLAN

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

CONTINUOUS WALL

FOOTING, SEE PLAN

RETAINING WALL FOOTING

CONCRETE SLAB-ON-GRADE

KEYWAY WITH

WATERSTOP

#3B FINE GRAVEL

(ASTM C-33 NO. 67

GRADATION)

WRAPPED IN

GEOTEXTILE

FILTER

WATERPROOFING,

SEE ARCH DWGS

4"ø PERFORATED

PVC PIPE, SEE

CIVIL DWGS

DOWEL TO MATCH

VERT REINF

#5 AT 12"

4' -0

LA

P

#6 AT 8"

#5 AT 12"

1' -0

10" CONCRETE RETAINING WALL

#5 AT 12" HORIZ

#5 AT 12" VERT

#6 AT 8" VERT

1'-0"

1' -0

1'

-4

2' -6

7" 1'-4" 6'-7"

8'-6"

PRECAST WALL

PANEL, SEE

ELEVATIONS

AND SCHEDULE

8"

16" WIDE x 8" PRECAST WALL PANEL TIE

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

1/2" PREFORMED

JOINT FILLER

WITH SEALANT

SAWCUT JOINT CJ-3

1" J

O

IN

T

A

FIRST FLOOR

BASEMENT

CONCRETE SLAB-ON-GRADE,

SEE PLAN

PRECAST CONCRETE COLUMN

1" J

O

IN

T

COLUMN FOOTING,

SEE PLAN

FOUNDATION WALL

FOOTING BEYOND

1'-4"

1" GAP

1'-3"

3" CONCRETE

TOPPING

24" DOUBLE TEE, SEE PLAN

1/2" BEARING PAD

PRECAST INVERTED TEE, SEE PLAN

POUR STRIP

1" JOINT

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

1' -0

1'-0"

#3B FINE GRAVEL

(ASTM C-33 NO. 67

GRADATION)

WRAPPED IN

GEOTEXTILE FILTER

WATERPROOFING,

SEE ARCH DWGS

4"ø PERFORATED

PVC PIPE, SEE

CIVIL DWGS

FINISH

GRADE,

SEE CIVIL

DWGS

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

PRECAST COLUMN

WITH CORBEL, SEE

CHORD REINF,

SEE PLAN

C1

S-609

A1

S-608

RETAINING WALL FOOTING

KEYWAY WITH

WATERSTOP

DOWEL TO MATCH

VERT REINF

#5 AT 12"

4' -0

LA

P

#6 AT 8"

#5 AT 12"

10" CONCRETE RETAINING WALL

#5 AT 12" HORIZ

#5 AT 12" VERT

#6 AT 8" VERT

1' -4

2'

-6

7" 1'-4" 6'-7"

8'-6"

8" 8"

PRECAST WALL PANEL,

SEE ELEVATIONS AND

SCHEDULE

1/2" PREFORMED

JOINT FILLER

WITH SEALANT

PRECAST WALL

PANEL BEYOND

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

FLOOR GRATING,

SEE PLAN

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/4

/1

/2

:3

:2 A

M

/1

/2

:3

:2

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

J J Y

L J C

B C

M

S-503

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -5

3/4" = 1'-0" A1

SECTION AT FOUNDATION WALL

3/4" = 1'-0" A3

SECTION AT COLUMN

0 1 2 4 0 1 2 4

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

BASEMENT

L

8" 8"

CONTINUOUS WALL FOOTING BEYONDRETAINING WALL FOOTING

1'

-0

T Y

P

CONCRETE SLAB-ON-GRADE

8'-6"

KEYWAY WITH

WATERSTOP

10" CONCRETE RETAINING WALL

#3B FINE GRAVEL

(ASTM C-33 NO. 67

GRADATION) WRAPPED

IN GEOTEXTILE FILTER

WATERPROOFING,

SEE ARCH DWGS

4"ø PERFORATED PVC

PIPE, SEE CIVIL DWGS

1' -0

" 1'-0"

#5 AT 12" HORIZ

#5 AT 12" VERT

#5 AT 12"

4' -0

LA

P

#6 AT 8"

#6 AT 8" VERT

11"

FINISHED GRADE

CONCRETE SLAB-ON-GRADE

6'-7"1'-4"

2' -6

1'

-4

3" CONCRETE TOPPING

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

SLOPED TOPPING

2' -5

4'

-0

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

COLUMN FOOTING, SEE PLAN

#5 AT 12"

7"

CHORD REINF,

SEE PLAN

1" JOINT PER

C1

S-609

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

7'-8 207/256"

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

1/2" PREFORMED

JOINT FILLER

WITH SEALANT

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

DOWEL TO MATCH

VERT REINF

FLOOR GRATING,

SEE PLAN

M

FIRST FLOOR

BASEMENT

L

CONTINUOUS WALL

FOOTING, SEE PLAN

RETAINING WALL FOOTING

1' -0

T

Y P

CONCRETE SLAB-ON-GRADE

8'-6"

KEYWAY WITH

WATERSTOP

10" CONCRETE RETAINING WALL

#3B FINE GRAVEL

(ASTM C-33 NO. 67

GRADATION) WRAPPED

IN GEOTEXTILE FILTER

WATERPROOFING,

SEE ARCH DWGS

4"ø PERFORATED PVC

PIPE, SEE CIVIL DWGS

1'-0"

#5 AT 12" HORIZ

#5 AT 12" VERT

#5 AT 12"

4' -0

LA

P

#6 AT 8"

#6 AT 8" VERT

11"

FINISHED GRADE,

SEE CIVIL DWGS

CONCRETE SLAB-ON-GRADE

6'-7"1'-4"

2' -6

1'

-4

1' -0

3" CONCRETE TOPPING

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

SLOPED TOPPING

2' -5

4'

-0

PRECAST WALL

PANEL, SEE

ELEVATIONS

AND SCHEDULE

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

16" WIDE x 8" PRECAST WALL PANEL TIE

1" J

O

IN

T

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

CHORD REINF, SEE PLAN

7"

#5 AT 12"

PRECAST WALL PANEL BEYOND

1" JOINT PER

C1

S-609

PRECAST WALL PANEL BEYOND

8" 8"

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

1/2" PREFORMED

JOINT FILLER

WITH SEALANT

L3x3x1/4 LEDGER WITH 5/8"ø x 5" LONG WEDGE

ANCHOR AT 2'-0" AND

4" FROM ENDS

SAWCUT JOINT CJ-3

DOWEL TO MATCH

VERT REINF

FLOOR GRATING,

SEE PLAN

1' -0

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/4

/1

/2

:3

:2 A

M

/1

/2

:3

:2

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

J J Y

L J C

B C

M

S-505

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -5

3/4" = 1'-0" A3

SECTION

3/4" = 1'-0" A1

SECTION

0 1 2 4 0 1 2 4

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

#5 AT 12"

5'-0"

(2) #4 CONT HORIZ IN BOND

BEAM AT TOP OF WALL

#5 AT 16"CONCRETE SLAB-ON-

GRADE, SEE PLAN

8" CMU WALL

(2) #4 CONT HORIZ IN BOND

BEAM AT 24" MAX

GRAVEL, SEE PLAN

PRECAST DOUBLE-TEE,

SEE PLAN

1' -0

1'-0"#5 AT 12" EACH WAY

#5 AT 16" VERT

24"

ADDED BARS, TYP PER PLAN

DOUBLE TEE TO CMU WALL CONNECTION

BY PRECAST MANUFACTURER

VOID SPACE

#4 AT 16"

FIRST FLOOR

BASEMENT

iii

CONCRETE

SLAB-ON-GRADE,

SEE PLAN

KEYWAY WITH WATERSTOP

10" CONCRETE RETAINING WALL

#3B FINE GRAVEL

(ASTM C-33 NO. 67

GRADATION) WRAPPED

IN GEOTEXTILE FILTER

WATERPROOFING,

SEE ARCH DWGS

4"ø PERFORATED PVC

PIPE, SEE CIVIL DWGS

1' -0

1'-0"

CONTINUOUS WALL

FOOTING, SEE PLAN

DOWEL TO MATCH

VERT REINF

#5 AT 12" HORIZ

#5 AT 12" VERT

#5 AT 12"

3" CONCRETE TOPPING

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE SKEWED,

SEE PLAN

12" CORBEL

SLOPED TOPPING

4' -0

PRECAST WALL

PANEL, SEE

ELEVATIONS AND

SCHEDULE

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

16" WIDE x 8" PRECAST WALL PANEL TIE

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

FINISH GRADE

CONCRETE

SLAB-ON-GRADE,

SEE PLAN

CHORD REINF, SEE PLAN

1" JOINT PER

C1

S-609

10 1/2" DAP

PRECAST WALL PANEL BEYOND

PRECAST WALL PANEL BEYOND

LEDGER PER

C3

S-509

SAWCUT JOINT CJ-3

2' -5

1/2" PREFORMED

JOINT FILLER

WITH SEALANT

1"

3' -0

LA

P

BASEMENT

iii

6"

PRECAST

WALL BEYOND

PRECAST

WALL BEYOND

WALL FOOTING SEE

PLAN AND SCHEDULE

TRENCH DRAIN

GRATING, SEE

MECH DWGS

CJ-1, SEE PLAN

(2)#4

#4 AT 12"

2"-6"

(2) #4 CONT

CONCRETE

SLAB-ON-GRADE,

SEE PLAN

CONTINUOUS WALL

FOOTING, SEE PLAN

8"4"

PAVING, SEE

CIVIL DWGS V

A R

IE

S

(2) #4 CONT

REINF SEE PLAN #5x AT 12" 2'-6" 2'-6"

GALV. L1 1/2x1 1/2x3/16 OR AS REQD BY

TRENCH DRAIN GRATING

MANUFACTURER, WITH 1/2"ø x 6"

WELDED HEADED SHEAR STUDS AT 12",

TYP

FIRST FLOOR

PRECAST WALL

PANEL BEYOND

CONCRETE

FOUNDATION

WALL BEYOND

APPROXIMATE

EXISTING GRADE,

SEE CIVIL DWGS

PRECAST WALL

PANEL BEYOND

WALL FOOTING WF-9, SEE

PLAN AND SCHEDULE,

EXTEND HORIZ-BARS 2'-6"

INTO ADJACENT

FOUNDATION WALLS

(2)#5

#5x AT 12" TOP

REINF SEE PLAN

#5 AT12" BOTTOM

TRENCH DRAIN

GRATING, SEE

MECH DWGS

CJ-1, SEE PLAN

A1

S-504

8" FOUNDATION WALL AND

CORBEL PER

SIM

(2) #4

CONT

2'-6"

#5x AT 12" 2'-6" 2'-6"

#5 AT 12" BOTTOM

2'-6"

(2) #4 CONT

ADDED #4x

SEE PLAN

24" 4'-6"

PAVING, SEE

CIVIL DWGS

V A

R

IE

S 6"

#5 AT 12"

GALV. L1 1/2x1 1/2x3/16 OR AS

REQD BY TRENCH DRAIN

GRATING MANUFACTURER,

WITH 1/2"ø x 6" WELDED

HEADED SHEAR STUDS AT 12",

TYP

#5x AT 12"

BOTTOM

2'-6"

PRECAST

DOUBLE TEE

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/4

/1

/2

:3

:2 A

M

/1

/2

:3

:2

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

B C

M

L J C

B C

M

S-506

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -5

3/4" = 1'-0" C3

SECTION

3/4" = 1'-0" A1

SECTION

3/4" = 1'-0" A3

SECTION

3/4" = 1'-0" B3

SECTION

0 1 2 4 0 1 2 4

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

C M

0 1 2 4

0 1 2 4

A

SECOND FLOOR

3" CONCRETE TOPPING

24" DOUBLE TEE,

SEE PLAN

1/2" BEARING PAD

PRECAST WALL PANEL

PRECAST INVERTED

TEE, SEE PLAN

POUR STRIP

1" JOINTS

PRECAST COLUMN

WITH CORBEL PER

A1

S-608

CHORD REINF, SEE PLAN

DOWELS WITH

MECHANICAL COUPLER,

SEE PLAN

SLOPED TOPPING

A

THIRD FLOOR

3" CONCRETE TOPPING

1/2" BEARING PAD

PRECAST WALL PANEL

POUR STRIP

1" JOINT

CHORD REINF, SEE PLAN

DOWELS WITH

MECHANICAL COUPLER,

SEE PLAN

24" DOUBLE TEE,

SEE PLAN

PRECAST INVERTED

TEE, SEE PLAN

PRECAST COLUMN

WITH CORBEL PER

A1

S-608

#4 CONT

#3

AT18"

1'-0"

SLOPED TOPPING

A

FOURTH FLOOR

3" CONCRETE

TOPPING

1/2" BEARING PAD

CHORD REINF,

SEE PLAN

SLOPED TOPPING

PRECAST WALL PANEL

POUR STRIP

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

PRECAST WALL PANEL

24" DOUBLE TEE,

SEE PLAN

PRECAST INVERTED

TEE, SEE PLAN

PRECAST COLUMN

WITH CORBEL PER

A1

S-608

TOP OF PARAPET

6"

SLOPE 1/2"

4' -0

A

SECOND FLOOR

3" CONCRETE TOPPING

PRECAST WALL PANEL

24" DOUBLE TEE,

SEE PLAN

1/2" BEARING PAD

PRECAST WALL PANEL

COLUMN BEYOND

PRECAST INVERTED

TEE BEYOND

PRECAST COLUMN

WITH CORBEL BEYOND

POUR STRIP

1" JOINT

2' -0

2'

-1

1/ 2"

8" 8"

L SIM

CHORD REINF, SEE PLAN

DOWELS WITH

MECHANICAL COUPLER,

SEE PLAN

C1

S-509

6"

SLOPED TOPPING

A

THIRD FLOOR

3" CONCRETE TOPPING

PRECAST WALL PANEL

24" DOUBLE TEE,

SEE PLAN

1/2" BEARING PAD

PRECAST WALL PANEL

COLUMN BEYOND

PRECAST INVERTED

TEE BEYOND

PRECAST COLUMN

WITH CORBEL BEYOND

POUR STRIP

2' -0

2'

-1

1/ 2"

V A

R

IE

S

L SIM

CHORD REINF, SEE PLAN

1" JOINT

DOWELS WITH

MECHANICAL COUPLER,

SEE PLAN

C1

S-509

6"

#4 CONT

#3

AT18"

1'-0"

SLOPED TOPPING

A

FOURTH FLOOR

3" CONCRETE

TOPPING

SLOPED TOPPING

PRECAST WALL PANEL

24" DOUBLE TEE,

SEE PLAN

1/2" BEARING PAD

PRECAST WALL PANEL

COLUMN BEYOND

PRECAST INVERTED

TEE BEYOND

PRECAST COLUMN

WITH CORBEL BEYOND

POUR STRIP

3' -5

L SIM

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

TOP OF PARAPET

6"

SLOPE 1/2"

4' -0

A

FOURTH FLOOR

3" CONCRETE

TOPPING

SLOPED TOPPING

24" DOUBLE TEE,

SEE PLAN

PRECAST WALL PANEL

POUR STRIP

3' -5

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

TOP OF PARAPET

X PLAN

X

6" 6"

1' -4

8" 4"

(3) #4 VERT

#4 TIES AT 12" AND

(2) #4 TIES AT TOP 5"

LIGHT POLE

BASE ABOVE

4' -0

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/4

/1

/2

:3

:3 A

M

/1

/2

:3

:3

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

B C

M

L J C

B C

M

S-508

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -5

3/4" = 1'-0" C2

SECTION AT COLUMN

3/4" = 1'-0" C3

SECTION AT COLUMN

3/4" = 1'-0" C4

SECTION AT COLUMN

3/4" = 1'-0" A2

SECTION

3/4" = 1'-0" A3

SECTION

3/4" = 1'-0" A4

SECTION

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

0 1 2 40 1 2 40 1 2 4

3/4" = 1'-0" C5

SECTION AT LIGHT POLE

0 1 2 4

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

3" CONCRETE TOPPING

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

1/2" BEARING PAD

4" DAP

12" CORBEL, SEE SCHEDULE

FOR REINFORCING

PRECAST WALL PANEL BEYOND

SLOPED TOPPING

1" J

O

IN

T

2' -1

1/

2" 2'

-0

8" 8" 8" #5 TIES AT 8"

1 i

C1

S-509

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

PRECAST WALL PANEL BEYOND

THIRD FLOOR

3" CONCRETE TOPPING

1/2" BEARING PAD

4" DAP

12" CORBEL, SEE SCHEDULE

FOR REINFORCING

1" BEVEL

V A

R

IE

S 2'

-1

1/ 2"

2' -0

1" J

O

IN

T SLOPED TOPPING

8" 8" 8"

1 i

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

PRECAST WALL PANEL BEYOND

C1

S-509

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

#5 TIES AT 8"

PRECAST WALL PANEL BEYOND

#4 CONT

#3

AT18"

1'-0"

FOURTH FLOOR

2' -1

1/

2"

3" CONCRETE

TOPPING

SLOPED TOPPING

1/2" BEARING PAD

4" DAP

12" CORBEL, SEE SCHEDULE

FOR REINFORCING

8"8"

1 i

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

#5 TIES AT 8"

PRECAST WALL PANEL BEYOND

TOP OF PARAPET

SLOPE 1/2"

4' -0

SECOND FLOOR

3" CONCRETE TOPPING

1/2" BEARING PAD

4" DAP

12" CORBEL, SEE SCHEDULE

FOR REINFORCING

SLOPED TOPPING

1" J

O

IN

T

2' -1

1/

2" 2'

-0

8"

1 i

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

#5 TIES AT 8"

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

8"8"

THIRD FLOOR

3" CONCRETE TOPPING

1/2" BEARING PAD

4" DAP

12" CORBEL, SEE SCHEDULE

FOR REINFORCING

V A

R

IE

S 2'

-1

1/ 2"

2' -0

SLOPED TOPPING

8" 8" 8"

1 i

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

#5 TIES AT 8"

#4 CONT

#3

AT18"

1'-0"

FOURTH FLOOR

2' -1

1/

2"

3" CONCRETE

TOPPING

SLOPED TOPPING

1/2" BEARING PAD

4" DAP

12" CORBEL BEYOND

1 i

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

#5 TIES AT 8"

TOP OF PARAPET

4' -0

TOP BARS; SEE

SCHEDULE

EPOXY COATED

RAILING, SEE ARCH DWGS

GROUT SOLID WITH CROWN

PRECAST WALL

BLOCKOUT FOR

RAILING

FOURTH FLOOR

3" CONCRETE TOPPING

SLOPED TOPPING

1/2" BEARING PAD

4" DAP

12" CORBEL,SEE SCHEDULE

FOR REINFORCING

1 i

PRECAST WALL PANEL, SEE

ELEVATIONS AND SCHEDULE

24" DOUBLE TEE,

SEE PLAN (BEYOND)

CHORD REINF,

SEE PLAN

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

#5 TIES AT 8"

TOP OF PARAPET, SEE ARCH DWGS

X

X PLAN

6" 6"

1" J

O

IN

T 1'

-4

8" 4"

(3) #4 VERT

EPOXY COATED

#4 TIES AT 12" AND

(2) #4 TIES AT TOP 5"

EPOXY COATED

LIGHT POLE

BASE ABOVE

8" 8"

WALL PANEL BARS EXTENDING

INTO THE LIGHT POLE BASE

SHALL BE EPOXY COATED

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

A s i n d ic a te d

/1

/2

:3

:3 A

M

/1

/2

:3

:3

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

B C

M

L J C

B C

M

S-509

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -5

3/4" = 1'-0" C3

SECTION

3/4" = 1'-0" C4

SECTION

3/4" = 1'-0" C5

SECTION

3/4" = 1'-0" A3

SECTION

3/4" = 1'-0" A4

SECTION 3/4" = 1'-0"

A5

SECTION

1 1/2" = 1'-0" C1

DETAIL AT RAILING

0 1 2 40 0.5 1 2 0 1 2 4 0 1 2 4

0 1 2 40 1 2 40 1 2 4

3/4" = 1'-0" A1

SECTION AT LIGHT POLE

0 1 2 4

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

H G

4'-0" 8'-0" INTERVALS, TYP4'-0"8'-0" INTERVALS, TYP

4'-0" 4'-0"

C TEELC TEEL C TEEL C TEEL C TEEL

24" DOUBLE TEE,

SEE PLAN, TYP

12" DOUBLE TEE,

SEE PLAN, TYP

DROP DOUBLE TEE TO MAINTAIN

MINIMUM TOPPING THICKNESS

SLOPE TOPPING AT

FOURTH FLOOR (3" MIN)

3" MIN CONCRETE TOPPING, TYP

3" MIN CONCRETE TOPPING, TYP

ADDED BARS,

TYP PER PLAN

ADDED BARS,

TYP PER PLAN

ADDED BARS,

TYP PER PLAN

8'-0" INTERVALS, TYP

SEE ARCH DWGS SEE ARCH DWGS

B3

S-604

SIM

8" CMU WALL, AT

BASEMENT LEVEL

BEND ANGLE, TYP

D C

FIRST FLOOR

4'-0" 8'-0" INTERVAL, TYP 8'-0" 4'-0" 4'-0" 4'-0" 4'-0"

C TEEL C TEEL C TEEL C TEEL C TEEL

SEE ARCH DWGS SEE ARCH DWGS

3" MIN CONCRETE TOPPING, TYP

ADDED BARS,

TYP PER PLAN

ADDED BARS,

TYP PER PLAN

24" DOUBLE TEE,

SEE PLAN, TYP

12" DOUBLE TEE,

SEE PLAN, TYP

FOURTH FLOOR

12" DOUBLE TEE, SEE PLAN

PRECAST PARAPET WALL, SEE

ELEVATIONS AND SCHEDULE

1' -0

CONCRETE POUR STRIP

CONCRETE TOPPING

DOWELS WITH MECHANICAL

COUPLER, SEE PLAN

CHORD REINF,

SEE PLAN

#4 x4'-0" AT 18"

SLOPE 1/2"

4' -0

C

THIRD FLOOR

RAMP

12" DOUBLE TEE,

SEE PLAN, TYP

24" DOUBLE TEE,

SEE PLAN, TYP

(2) #4x EPOXY COATED

4" M

IN

16" 16"

#4x AT 12" EPOXY COATED 16" 16"

TRENCH DRAIN PER

MECH. DWG AND

DETAIL

C4

M-502

FOURTH FLOOR

CONTINUOUS "TOOLED" JOINT

IN TOPPING PER

C1

S-610

1/

2"

CONCRETE

TOPPING

12" PRECAST CONCRETE

WALL PANEL BEYOND

1/2"ø STEEL CABLE

CABLE ANCHOR

TURNBUCKLE

CORBEL AT PRECAST

WALL BEYOND

24" DOUBLE TEE,

SEE PLAN

12" DOUBLE TEE,

SEE PLAN

#4 TIES AT 12"

(2) #5 TOP

AND BOTTOM

ADDED BARS,

SEE PLAN

12"x12" PRECAST

CONCRETE BEAM,

CONNECTION TO WALL

PANELS BY PRECAST

MANUFACTURER

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

B R

I A N

C M U R D

O C

K

PROFESSIONAL

ENGINEER

H

AW

IA ,I U S.

A.

LICENSED

No. 11208-S

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

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

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

C K

D B

Y

US Army Corps of Engineers ® x

D

C

B

A

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

EXPIRATION DATE OF THE LICENSE 4/30/2016

/4

/1

/2

:3

:3 A

M

/1

/2

:3

:3

A

M

L R

E V

IT

B

A C

K U

P S

\R e v it

\2

.0

-K A

I_ s b S

B H

C -P a rk in g

-S tr u c tu re R

S

T R

U C

T -C e n tr a l_ ta m a n a h a .r v t

S C

H O

F

IE

L D

B A

R R

A C

K S

O

A H

U H

A W

A

II

N

O V

R

T A

B C

M

L J C

B C

M

S-511

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

D E

S

IG

N B

R A

N C

H B

U

IL

D

IN

G

F T

S H

A F

T E

R H

I

-5

J K

P

S E

C T

IO

N

S A

N D

D E

T A

IL

S

S B

H C

P A

R K

IN

G

S T

R U

C T

U R

E

S -5

3/4" = 1'-0" B1

TOP OF RAMP DETAIL

3/4" = 1'-0" A1

BOTTOM OF RAMP DETAIL

3/4" = 1'-0" C4

S-511_C4 RAMP PARAPET SECTION

3/4" = 1'-0" C2

SECTION AT TRENCH DRAIN

0 1 2 4

0 1 2 4

0 1 2 4 0 1 2 4

3/4" = 1'-0" C1

SECTION

0 1 2 4

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

C

L A

R

IF

IC

A

T

IO

N S

/2

/2

B

DOWELS WITH

MECHANICAL

COUPLER, SEE PLAN

GRAVEL, SEE PLAN

VOID SPACE

TOP OF FOOTING

6" M

IN

CONCRETE TOPPING

12" DOUBLE TEE,

SEE PLAN

STEEL CORBEL AT

PRECAST WALL BEYOND

12" PRECAST CONCRETE

WALL BEYOND

8" CAST-IN-PLACE

CONCRETE WALL

STEEL CABLE

TURNBUCKLE

CABLE ANCHOR

#4 AT 12"

#4 AT 12"

(2) #5 WITH HORIZ DOWELS

TO…