16b2-Am-0005_Drawings.pdf

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

H O

N O

LU

LU

D

IS

TR

IC

T

FT

S H

AF

TE

R , H

AW

AI

I S

O

LI

C

IT

./C O

N

TR

A C

T N

O

FI

LE

N A

M E

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

D R

A W

IN

G

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

P

LO

T D

A

TE

D A

TE

LO

C

A

TI

O N

C O

D E

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers Honolulu District

A S

SH

O

W N

1-

-0

/0

9/

A N

S I D

/0

9/

R E

V

IS

IO

N

R

TA

S U

B M

IT

TA

L

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

A

TI

O N

U S

AR

M

Y K

W A

JA

LE

IN

A

TO

LL

(U S

AK

A)

A

EC

O M

B

IS

H O

P

SQ

U A

R E

A

SB

T

O W

ER

B

IS

H

O P

S

TR

EE

T, S U

IT

E

H

O N

O

LU

LU

, H

A W

AI

I 9

W

A-

-D

-0

3-

M A

R K

D E

S C

R

IP

TI

O

N D

A

TE

A P

P R

P

IE

R S

TR

U

C

TU

R

AL

N O

TE

S

N O

. 2

S-002

H . W

IT

H

ER

S

M . W

IS

E

D . H

E

K . K

R

IS

H N

AN

K W

A J-

EC

H

O -P

IE

R

_S -0

X

XX

.D

W G

20'-0".

A M

-0

/1

8/

JL

CONC. STRUCTURE TYPE STRENGTH (PSI) DENSITY (PCF) W/C RATIO

ALL CONCRETE FOOTINGS,

TIE BEAMS, SLAB ON GRADE,

STRUCTURAL SLABS,

COLUMNS AND BEAMS.

4000 150 0.45

NON-STRUCTURAL CONCRETE

SLABS AND STAIRS ON GRADE,

CURBS, AND OTHER

NON-STRUCTURAL CONCRETE

3000 150 0.45

5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OBTAIN APPROVAL

PRIOR TO FABRICATION.

6. ALL REBAR SHALL BE EPOXY-COATED FOR CORROSION RESISTANCE, UNO.

FABRICATION, HANDRAILING AND REPAIR OF EPOXY-COATED REINFORCING

BARS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D3963 AND

ASTM A934.

7. U.N.O. ON STRUCTURAL DRAWINGS, PROVIDE MINIMUM CONCRETE

PROTECTION FOR REINFORCING AS FOLLOWS:

CAST AGAINST EARTH 3"

EXPOSED TO EARTH OR WEATHER:

#5 AND SMALLER BARS AND W.W.F. 1-1/2" (U.N.O.)

#6 AND LARGER BARS 2"

NOT EXPOSED TO EARTH OR WEATHER:

SLABS AND WALLS:

#6 AND LARGER BARS AND W.W.F. 3/4"

#7 AND #8 BARS 1"

#9 AND LARGER BARS 1-1/2"

BEAMS AND COLUMNS 1-1/2"

SLABS SUBJECT TO VEHICULAR TRAFFIC:

FRAMED SLABS TOP COVER 2"

BOTTOM COVER 3/4"

8. WHERE CONSTRUCTION JOINTS ARE PROVIDED, THE REINFORCEMENT

SHALL PASS CONTINUOUSLY THROUGH THE JOINT.

9. ALL WELDING OF REINFORCING TO BE DONE WITH E90XX ELECTRODES IN

ACCORDANCE WITH A.W.S. SPECIFICATIONS D1.4 (LATEST EDITION).

REINFORCING STEEL, CONT:

1. 2012 INTERNATIONAL BUILDING CODE

2. ACI 318-11

3. ACI 530-11

4. AWS D1.1, D1.3, D1.4

5. ASTM CURRENT EDITION

6. ASCE 7-10

7. AISC 341-10

8. AISC 360-10

9. UFC 3-301-01

10. UFC 3-301-04

11. STEEL DECK INSTITUTE DESIGN MANUAL FOR COMPOSITE DECK,

FORM DECK AND ROOF DECK.

MAJOR CODES AND STANDARDS:

1. ALL REINFORCING STEEL INCLUDING STIRRUPS AND TIES,

SHALL BE HIGH STRENGTH, CONFORMING TO ASTM A615 GRADE 60 (FY =

60,000PSI). ALL REINFORCING TO BE WELDED SHALL CONFORM TO ASTM

A706 GRADE 60. ALL REINFORCING BARS SHALL BE EPOXY COATED FOR

BOTH ON-SHORE AND PIER BUILDINGS UNO. SEE NOTE 6.

2. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED IN

ACCORDANCE WITH ACI-SP-66 ACI DETAILING MANUAL (LATEST EDITION),

SEE SPEC SECTION 03 20 00.00 10.

3. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY

ADDITIONAL SPLICING SHALL REQUIRE PRIOR APPROVAL FROM THE

STRUCTURAL ENGINEER. WHERE SPLICE LENGTHS ARE NOT EXPLICITLY

CALLED OUT ON DETAILS, THE MINIMUM SPLICE (IN COMPRESSION) IS 45

DIAMETERS IN CONCRETE; AND IN TENSION (FOR CONCRETE) AS NOTED ON

DETAILS. EMBEDMENT AND HOOK LENGTHS SHALL BE PER ACI 318-08.

4. ALL BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER MATERIALS

LIKELY TO IMPAIR BOND. ALL BENDS SHALL BE MADE COLD.

REINFORCING STEEL:

R E G

IS

T E R E

D

PR

OFESS IONAL

E N G

IN

E E R

S T A

T E

O F CA L I F

OR

N I A

C T U R A

L

URT

S

OF

D E

S

IG

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

S B

T O

W E

R B

IS

H

O P

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

A W

A

II

/1 /2

F

Y

M

C A

P N

E C

H O

P

IE

R R

E S

T O

R A

T

IO

N U

S A

R M

Y K

W A

J A

L E

IN

A

T O

L L

U S

A K

A

A

B

C

D

2 3 4 5

P L

O T

S C

A L E

S U

B M

IT

T

E D

B Y

D R

A W

N B

Y

S

IZ

E

A N

S I D

P L

O T

D A

T E

C H

E C

K E

D B

Y

D A

T E

D R

A W

IN

G

N U

M B

E R

L O

C A

T

IO

N C

O D

E

S O

L

IC

IT

C

O N

T R

A C

T N

O

R E

V

IS

IO

N

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

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

SHEET

IDENTIFICATION

SHEET

/0

/1

W

A -0

-D

-0

-0

R T

A S

U B

M

IT

T A

L

MOHAMED S.

ALAM

No. S 3648

Exp. 03-31-16

O N

-S H

O R

E

P

IE

R B

U

IL

D

IN

G

2"

'-0

S-011

G E

N E

R A

L N

O T

E S

K

N G

U Y

E N

M

R A

M

IR

E Z

S

A

LA

M

1-

-0

S

A

LA

M

1. THE STRUCTURAL DESIGN IS BASED ON THE STRUCTURE IN ITS

COMPLETED STATE. THE CONTRACTOR AND HIS SUBS SHALL BE

RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND SHORING,

AS REQUIRED, TO ENSURE VERTICAL AND LATERAL STABILITY OF THE

ENTIRE STRUCTURE OR PORTION THEREOF DURING CONSTRUCTION.

2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH

SPECIFICATIONS AND ALL OTHER DRAWINGS RELATING TO THE WORK.

3. LOCATION AND SIZES OF OPENINGS IN FLOORS, ROOFS AND WALLS

SHALL BE VERIFIED WITH ARCHITECTURAL, MECHANICAL, PLUMBING,

FIRE PROTECTION AND ELECTRICAL DRAWINGS.

4. NO PIPES, CONDUITS OR DUCTS SHALL BE PLACED IN SLABS, BEAMS,

FOOTINGS OR WALLS, UNLESS SPECIFICALLY DETAILED ON

STRUCTURAL DRAWINGS FOR THAT PURPOSE.

5. LOCATION AND SIZE OF EQUIPMENT SHALL BE VERIFIED WITH

PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL &

MANUFACTURER'S DRAWINGS.

6. SEE PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL AND

MANUFACTURER'S DRAWINGS FOR SIZE, LOCATION AND ANCHOR BOLT

REQUIREMENTS OF ALL EQUIPMENT. THE CONTRACTOR SHALL

OBTAIN MANUFACTURER'S TEMPLATES SHOWING ANCHOR BOLT

LOCATION FOR ALL EQUIPMENT.

7. SEE ARCHITECTURAL PLANS FOR LOCATION OF ALL NON-BEARING

PARTITIONS, CONCRETE CURBS, FLOOR AND ROOF SLOPES, DRAINS

AND LOCATION AND DETAILS FOR ALL MISCELLANEOUS HANDRAILS,

LADDERS HANGERS & STEEL GRATINGS. FOR LOCATION AND DETAIL

OF MISCELLANEOUS YARD WORK INCLUDING WALKS, CURBS &

DRIVEWAYS, SEE CIVIL DRAWINGS.

8. FOR UNDERGROUND UTILITIES, SEE CIVIL DRAWINGS.

9. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER

GENERAL NOTES AND TYPICAL DETAILS. DO NOT SCALE DRAWINGS.

10. THE CONTRACTOR SHALL MEASURE AND PROVIDE ALL EXISTING FIELD

DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE PRIOR

TO CONSTRUCTION AND THE SUBMISSION OF SHOP DRAWINGS AND

SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY

DISCREPANCIES. VERIFICATION AND NOTIFICATION SHALL PROCEED

PRIOR TO THE START OF THE WORK SO THAT ANY NECESSARY

CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT

SCHEDULE.

11. THE CONTRACTOR SHALL REVIEW AND COORDINATE DIMENSIONS

PROVIDED IN THE CONTRACT DOCUMENTS LAYOUT OF BUILDING

FOUNDATIONS AND OTHER STRUCTURAL MEMBERS SHALL BE BASED

ON THE FULL SET OF CONTRACT DOCUMENTS, INCLUDING BUT NOT

LIMITED TO THE ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS

AND THE PROJECT SPECIFICATIONS, INCONSISTENCIES OR OMISSIONS

IN DIMENSIONS SHALL BE FORWARDED TO THE CONTRACTING

OFFICER FOR REVIEW AND RESOLUTION.

12. DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE

INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS

ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED.

13. ALL WALLS ARE DESIGNED AS LATERALLY BRACED BY THE FLOOR AND

ROOF SYSTEMS. CONTRACTOR SHALL ENSURE THAT WALLS ARE

ADEQUATELY BRACED DURING CONSTRUCTION.

14. TEMPORARY BRACING SHALL BE PROVIDED FOR ALL WALLS SUBJECT

TO UNBALANCE BACKFILL. BRACE WALL PLUMB UNTIL STABILIZING

ELEMENT ABOVE IS IN PLACE.

15. ANY REQUIRED TEMPORARY SHEETING AND SHORING SHALL BE IN

CONFORMANCE WITH OSHA REGULATIONS UNBRACED EXCAVATIONS

SHALL BE SLOPED NOT GREATER THAN (1.5) HORIZONTAL TO (1)

VERTICAL.

16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETAIN THE SERVICES

OF A REGISTERED CIVIL ENGINEER TO DETERMINE THE ALLOWABLE

TEMPORARY CONSTRUCTION LOADS AND TO PROVIDE A DESIGN FOR

ALL FALSE WORK, FORMWORK, STAGING'S, BRACING, SHEETING AND

SHORING WHENEVER THE LOADING FROM THE CONTRACTOR'S WORK

EXCEEDS THE ALLOWABLE LOAD CAPACITIES OF THE EXISTING

STRUCTURE.

17. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE

VICINITY OF FOUNDATIONS AND DETERMINE IF A CONFLICT EXISTS.

PROVIDE INFORMATION ON LOCATION SIZE AND ELEVATIONS OF

UTILITIES PRIOR TO START OF WORK SO THAT ANY NECESSARY

CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT

SCHEDULE.

18. THE DEVELOPMENT AND IMPLEMENTATION OF JOB SITE SAFETY AND

CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE

GENERAL CONTRACTOR.

19. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL

MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL

DRAWINGS. NOTIFY THE CONTRACTING OFFICER WHEN DRAWINGS BY

OTHERS INDICATE OPENINGS, POCKETS, ETC., NOT INDICATED ON THE

STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL

MEMBERS.

20. STRUCTURAL OBSERVATIONS PERFORMED BY GOVERNMENT DURING

CONSTRUCTION ARE NOT THE CONTINUOUS AND SPECIAL INSPECTION

SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THE

INSPECTIONS REQUIRED AS PART OF THE QUALITY CONTROL BY THE

CONTRACTOR. OBSERVATIONS ALSO DO NOT GUARANTEE

CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS

SUPERVISION OF CONSTRUCTION.

21. DO NOT SPLICE STRUCTURAL MEMBERS UNLESS SPECIFICALLY

DETAILED AND INDICATED IN THIS SET OF DRAWINGS.

22. FOR FIREPROOFING REQUIREMENTS, SEE SPECIFICATIONS.

23. CONTINUOUS SPECIAL INSPECTION AND TESTING ON AS002, AS003

REQUIRED TO BE PERFORMED BY THE GOVERNMENT. CONTRACTOR

TO PROVIDE MINIMUM OF 2 WEEKS NOTICE IN ADVANCE TO SCHEDULE

INSPECTION REQUIRING GOVERNMENT ACTION.

GENERAL

1. ALL CONCRETE SHALL BE CONTROLLED CONCRETE, NORMAL WEIGHT (UNLESS

OTHERWISE NOTED) AND SHALL BE SUBMITTED TO THE CONTRACTOR BEFORE

USE, WITH COMPRESSIVE STRENGTH AS FOLLOWS:

2. ALL CONCRETE MIXES SHALL BE DESIGNED BY A VALIDATED TESTING

LABORATORY, AND STAMPED SEALED BY A LICENSED CIVIL ENGINEER AND

SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO PLACING

CONCRETE. MIX DESIGNS FOR CAST-IN-PLACE CONCRETE SHALL BE PER THE

PROCEDURE SPECIFIED IN SPEC SECTION 03 30 00, PARAGRAPH 2.3.1.2

PROPORTIONING STUDIES NORMAL WEIGHT CONCRETE. CONCRETE

SPECIFICATIONS SECTION 03 30 00 TO BE USED FOR BOTH ON-SHORE AND PIER

BUILDINGS.

3. CALCIUM CHLORIDE SHALL NOT BE PERMITTED IN CONCRETE IN ANY FORM.

4. ALL CONCRETE SHALL INCLUDE MIGRATORY CORROSION INHIBITOR

ADMIXTURES.

5. CURING COMPOUND MUST BE APPLIED IMMEDIATELY FOLLOWING FINAL

FINISHING.

6. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SO AS TO

CAUSE SEGREGATION OF AGGREGATES. HOPPERS, VERTICAL CHUTES, OR

TRUNKS SHALL BE USED IN SUFFICIENT NUMBERS SO THAT THE FREE

UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET AND TO ENSURE

THAT THE CONCRETE IS KEPT LEVEL AT ALL TIMES.

7. POWER WASH CONCRETE BEFORE FRESH CONCRETE IS POURED AGAINST

CONCRETE IN PLACE, THE CONTACT SURFACES OF CONCRETE IN-PLACE SHALL

BE THOROUGLY CLEANED. ALL LAITANCE SHALL BE REMOVED AND THE

CONTACT SURFACES SHALL BE THOROUGLY SLOSHED WITH GROUT CONSISTING

OF ONE PART SAND TO ONE PART CEMENT WITH MINIMUM AMOUNT OF WATER.

8. ALL KEYS SHALL BE 2" X 4" (NOMINAL) UNLESS OTHERWISE SHOWN ON THE

DRAWINGS.

9. ALL PLUMBING SLOTS AROUND SLEEVES SHALL BE FILLED WITH FIRE RATED

MATERIAL WITH AN EQUIVALENT RATING OF THE ADJACENT FLOOR

CONSTRUCTION.

10. ALUMINUM CONDUITS ARE NOT PERMITTED IN CONCRETE ELEMENTS.

11. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS

SHALL BEWELL SECURED IN POSITION PRIOR TO PLACING CONCRETE AND

INSPECTION.

12. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS,

CLIPS OR GROUNDS REQUIRED TO BE CAST INTO THE CONCRETE AND FOR

EXTENT OF DEPRESSIONS, RAMPS, ETC.

13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE

PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. CORING IS

NOT PERMITTED IN FLOOR, ROOF, SLABS, COLUMNS AND WALLS UNLESS

APPROVED IN ADVANCE.

14. EXPOSED PROJECTION CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC.

SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS SHOWN OR NOTED

OTHERWISE.

15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE FINISHES SHALL

BE COMPATIBLE WITH FINISH PAINT.

16. ALL TESTING AND INSPECTION OF CONCRETE SHALL CONFORM WITH THE

REQUIREMENTS OF SPEC SECTION 03 30 00. ALL CONCRETE MATERIALS, AND

THE MIXING AND PLACEMENT OF CONCRETE SHALL CONFORM WITH THE

REQUIREMENTS OF SPEC SECTION 03 30 00.

17. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE REVIEWED BY THE

CONTRACTING OFFICER.

18. ROUGHEN ALL CONSTRUCTION JOINTS TO A MINIMUM 1/4" AMPLITUDE, EXPOSING

AGGREGATE FIRMLY EMBEDDED IN THE CEMENT.

19. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED ONE THIRD OF SLAB

THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM

REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS

OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS

ARE PROVIDED. PLACEMENT OF CONDUIT AND PIPES WITHIN WHERE DETAILED

OPENINGS ARE PROVIDED. PLACEMENT OF CONDUIT AND PIPES WITHIN SLABS

SUBJECT TO REVIEW AND ACCEPTANCE BY THE CONTRACTING OFFICER.

20. CONDUITS HAVING OUTSIDE DIAMETER LARGER THAN ONE THIRD OF THE SLAB

THICKNESS SHALL NOT BE PERMITTED. CONDUITS THAT CROSS EACH OTHER IN

SLAB SHALL NOT CONSUME AT POINT OF INTERSECTION MORE THAN ONE THIRD

OF THE SLAB THICKNESS.

CONCRETE:

STRUCTURAL STEEL & MISC METALS:

1. MATERIAL AND WORK SHALL CONFORM TO AISC "SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS", LATEST EDITION.

2. ALL STRUCTURAL STEEL CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH

TYPE BOLTS CONFORMING TO ASTM A320 CLASS 2 B8M UNO.

3. ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) BOLTS, UNO.

4. MINIMUM EDGE DISTANCE (DISTANCE FROM CENTER OF BOLT TO NEAREST EDGE

OF PLATE OR STRUCTURAL ELEMENT) SHALL BE 2 BOLT DIAMETERS OR 1-1/2",

WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE.

5. ANCHOR BOLTS SHALL BE CLASS 1 B8M (ASTM A320) STAINLESS STEEL TYPE 316

HEX HEAD BOLTS WITH FLAT WASHERS UNO ON DWGS. ALL EXPOSED ANCHORS

SHALL BE TYPE 316 STAINLESS STEEL.

6. ALL WELDING SHALL CONFORM TO STANDARDS OF AISC, AWS D1.1 & D1.3 USING

E70 LOW-HYDROGEN ELECTRODES AND SHALL BE PERFORMED BY WELDERS

CERTIFIED PER AWS REQUIREMENTS.

7. ALL STRUCTURALSTEEL MEMBERS AND MISC STRUCTURAL STEEL PARTS AT

INTERIOR SPACES SHALL BE SHOP PRIMED AND SHOP COATED PER SPEC

SECTION 09 97 13.27. ALL BOLTS, NUTS, AND WASHERS TO BE TYPE 316

STAINLESS STEEL. ALL MISC STEEL AT EXTERIOR SPACES SHALL BE TYPE 316

STAINLESS STEEL.

8. AUTOMATICALLY END WELD SHEAR CONNECTORS (HEADED STUDS) THROUGH

DECK TO SUPPORTING STRUCTURAL MEMBERS IN FIELD, ACCORIDNG TO

MANUFACTURER'S RECOMMENDATIONS AND AWS D1.1. REMOVE CERAMIC

FERRULES FROM CONNECTOR AND DECK BEFORE PLACING CONCRETE.

9. AUTOMATICALLY END WELD ALL DEFORMED BAR ANCHORS (DBA). USE SAME

TESTING AND INSPECTION REQUIREMENTS AS FOR SHEAR CONNECTORS.

10. ALL TESTING AND INSPECTION OF STRUCTURAL STEEL SHALL CONFORM WITH

THE REQUIREMENTS OF SPEC SECTION 05 12 00.

11. ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS SHALL CONFORM TO ASTM

SPECIFICATIONS A-992 GRADE 50 KSI U.N.O. PLATES, ANGLES, CHANNELS AND

BARS SHALL BE ASTM A-36. SEE NOTE 7 FOR COATING REQUIREMENTS.

12. TUBES TO CONFORM TO ASTM A-500 GRADE B. PIPES TO CONFORM TO ASTM

A-53 TYPE E OR S GRADE B. SEE NOTE 7 FOR COATING REQUIREMENTS.

13. HIGH STRENGTH STEEL BOLTS TO CONFORM TO ASTM A320 CLASS 2 B8M,

STAINLESS STEEL TYPE 316 UNLESS OTHERWISE NOTED.

14. ALL BUTT WELDS SHALL BE FULL PENETRATION BUTT WELDS.

15. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS

PROHIBITED WITHOUT PRIOR APPROVAL.

16. THE MINIMUM PLATE THICKNESS SHALL BE 3/8" (U.N.O.) THE MINIMUM BOLT

DIAMETER SHALL BE 3/4" (U.N.O.) THE MINIMUM WELD THROAT SHALL BE 3/16"

(U.N.O.)

17. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OBTAIN APPROVAL

PRIOR TO FABRICATION.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL

ERECTION PROCEDURES AND SEQUENCES.

1. REQUIRED DESIGN STRENGTH F'm = 2500 PSI; PROVIDE CONCRETE

MASONY UNITS W/ MIN. COMPRESSIVE STRENGTH OF 3750 PSI.

2. USE OPEN END UNITS, BOND BEAM UNITS AT HORIZONTAL

REINFORCING.UNITS SHALL BE PLACED IN RUNNING BOND PATTERN.

3. REINFORCING BARS IN MASONY SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A615, GRADE 60 AND EPOXY COATED PER

USAKA IDG. LAP SPLICES IN HORIZONTAL REINFORCING SHALL BE 48

DIAMETERS & 2'-0" MINIMUM TYPICAL UNLESS OTHERWISE NOTED ON

PLAN. VERTICAL REINFORCING TO BE ONE PIECE, NO SPLICE, UNLESS

OTHERWISE NOTED ON PLANS.

4. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" GROUT,

PROVIDE A MINIMUM GROUT COVER EQUAL TO 1 1/2" NOT LESS THAN

2.5db AROUND MASONRY DOWELS.

5. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET.

HIGH LIFT GROUTED CONSTRUCTION MUST BE USED IN

CONFORMANCE WITH THE ACI 530-08.

6. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH

GROUT U.N.O.

7. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS SHALL BE SET TO

ALIGN WITH CORES CONTAINING REINFORCING STEEL.

8. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED

SOLIDLY IN PLACE WITH NOT LESS THAN 1" OF GROUT SUROUNDING

THE BOLT & SHALL BE SET W/ TEMPLATES.

9. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHTS

OF UNIT, LAYING PATTERN AND JOINT TYP.

10. PROVIDE SHORING AND BRACING AS REQUIRED FOR MASONRY WALL

CONSTRUCTION WORK.

11. TESTING OF CMU MUST CONFORM TO ASTM C140-02a & ASTM C426-99.

12. MORTAR SHALL BE TYPE 'S' PER ACI 530-08.

13. COMPRESSIVE STRENGTH OF MORTAR SHALL BE 2500 PSI AND GROUT

SHALL BE 2500 PSI.

REINFORCED CONCRETE MASONRY UNIT (CMU):

STEEL DECK:

1. STEEL DECKING SHALL REST TIGHTLY UPON THE TOP FLANGE OF THE

SUPPORTING MEMBERS.

2. STEEL DECK MATERIAL AND INSTALLATION SHALL MEET THE REQUIREMENTS OF

THE STEEL DECK INSTITUTE'S DESIGN MANUAL.

3. ALL DECKING MATERIAL AND THE FLANGES OF SUPPORTING MEMBERS SHALL

BE FREE OF DIRT, SAND, AND OTHER FOREIGN MATERIALS.

4. WATER ON THE DECK OR BETWEEN THE DECK AND SUPPORTING MEMBERS

SHALL BE REMOVED BEFORE WELDING.

5. ALL STEEL DECK SHALL BE CONTINUOUS OVER 3 OR MORE SPANS UNLESS

NOTED OTHERWISE SHORE DECK FOR WET CONCRETE WEIGHT AS REQUIRED

BY THE DECK MANUFACTURER.

6. DECK MANUFACTURER TO IDENTIFY SHORING REQUIREMENTS. PROVIDE

SHORING DETAILS ON SHOP DRAWINGS.

7. MATERIAL FOR STEEL DECK SHALL HAVE A MIN. YIELD STRENGTH OF 33,000 PSI

AND CONFORM TO ASTM A653 SQ, GRADE 33 WITH G90 COATING.

8. THE STEEL DECK SUPPLIER SHALL INCLUDE BUT MAY NOT BE LIMITED TO THE

FOLLOWING:

A. SUPPORTS FOR DECK AROUND DISCONTINUITIES.

9. INSTALL DECK BY WELDING PER TYPICAL DETAIL.

10. DECK WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN

ACCORDANCE WITH AWS D1.3 WITH CONTINUOUS INSPECTION.

11. NO LOADS SHALL BE HUNG FROM DECK WITHOUT APPROVAL.

12. STEEL DECK SHALL HAVE A 2.5" MINIMUM BEARING ON SUPPORT STEEL.

13. DECK SHALL BE LAID OUT SO THAT A RIB FALLS ON EACH PARALLEL SUPPORT.

14. END LAPS OF STEEL DECK SHALL BE A MINIMUM OF 4" AND SHALL OCCUR OVER

SUPPORTS.

15. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.

1. WELD LENGTHS SHOWN ARE EFFECTIVE LENGTH PER CODE. WHERE LENGTHS

ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF JOINT.

2. ALL WELDING REQUIREMENTS SHOWN OR INDICATED ON THE DRAWINGS MAY BE

FIELD OR SHOP WELDED AS REQUIRED FOR EFFICIENT ERECTION, SUBJECT TO

THE CONTRACTING OFFICER'S APPROVAL.

3. ALL WELDING, OF STRUCTURAL STEEL, SHALL BE PER LATEST EDITION OF AWS

D1.1.

4. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING AND SHALL BE

PERFORMED BY THE CONTRACTOR QUALITY CONTROL PROGRAM.

5. ALL WELDERS SHALL BE CERTIFIED PER AWS REQUIREMENTS. SUBMIT WELDER

CERTIFICATIONS USE BY WELDING INSPECTOR.

WELDING (STRUCTURAL STEEL):

A M

-0

A M

-0

/1 /2

A

F

/2 /2

A

F

A

M -0

/1

/2

A

F

K W

A J -E

C H

O -P

IE

R

S

-0

X

X X

.D W

G

8'0 4' 16'

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

H O

N O

LU

LU

D

IS

TR

IC

T

FT

S H

AF

TE

R , H

AW

AI

I S

O

LI

C

IT

./C O

N

TR

A C

T N

O

FI

LE

N A

M E

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

D R

A W

IN

G

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

P

LO

T D

A

TE

D A

TE

LO

C

A

TI

O N

C O

D E

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers Honolulu District

A S

SH

O

W N

1-

-0

/0

9/

A N

S I D

/0

9/

R E

V

IS

IO

N

R

TA

S U

B M

IT

TA

L

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

A

TI

O N

U S

AR

M

Y K

W A

JA

LE

IN

A

TO

LL

(U S

AK

A)

A

EC

O M

B

IS

H O

P

SQ

U A

R E

A

SB

T

O W

ER

B

IS

H

O P

S

TR

EE

T, S U

IT

E

H

O N

O

LU

LU

, H

A W

AI

I 9

W

A-

-D

-0

3-

M A

R K

D E

S C

R

IP

TI

O

N D

A

TE

A P

P R

TI

E

R O

D R

EP

LA

C E

M

EN

T

FO

X

TR

O T

- B R

A

VO

B

ER

TH

S

S-703

H . W

IT

H

ER

S

M . W

IS

E

D . H

E

K . K

R

IS

H N

AN

K W

A J-

EC

H

O -P

IE

R

_S -7

X

XX

.D

W G

C O

N

ST

R U

C

TI

O N

S E

Q U

EN

C

E A

M -0

/1 8/

JL

20'-0".

VOLTAGE,

PHASEARMORED SUBMERSIBLE

CABLE

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S H

O N

O

LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

E

R , H

A W

A

II

S O

LI

C

IT

./C

O N

TR

A

C T

N O

FI

LE

N A

M E

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

TI

O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

TE

D R

A W

IN

G

N U

M B

E R

S

IZ

E

S U

B M

IT

TE

D B

Y

P

LO

T S

C A

LE

P

LO

T D

A

TE

D A

TE

LO

C

A

TI

O N

C O

D E

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers Honolulu District

A S

S H

O W

N

1-

-0

/0

9/

A N

S I D

/0

9/

R E

V

IS

IO

N

R

TA

S U

B M

IT

TA

L

FY

M C

A P

N

E

C H

O P

IE

R

R E

S

TO

R A

TI

O

N U

S A

R M

Y K

W A

JA

LE

IN

A

TO

LL

(U S

A K

A

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

S B

T O

W E

R

B

IS

H

O P

S

TR

E E

T, S

U

IT

E

H O

N O

LU

LU

, H A

W A

II

W

A

-0 9-

D -0

3-

M A

R K

D E

S C

R

IP

TI

O

N D

A

TE

A P

P R

TE

M

P O

R A

R Y

F E

E D

E R

S

H

IP

T O

S H

O R

E P

O W

E R

S

TA

TI

O

N S

E-606

P . T

R U

O N

G B

. M A

S C

A R

D O

J.

O

B E

D O

ZA

C . B

R

IS

K O

R N K

W A

J- E

C H

O -P

IE

R

_E -6

X

X X

.D W

G S

C H

E D

U

LE

S C

B A

M -0

/1

3/