W9128A09D0004_-_06_STRUCTURAL.pdf

GENERAL:

A. CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE 2012 INTERNATIONAL

BUILDING CODE AS REFERENCED BY THE UNIFIED FACILITIES CRITERIA (UFC)

GENERAL BUILDING REQUIREMENTS, UFC 1-200-01, AND STANDARDS REFERENCED

THEREIN.

B. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS, EXISTING GROUND

ELEVATIONS AND CONDITIONS AGAINST THE PROJECT DRAWINGS PRIOR TO

STARTING WORK. ALL DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTING

OFFICER.

C. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOBSITE

SAFETY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE DESIGN AND

PROVISION OF ALL TEMPORARY BRACING, SHORING, GUYS, ETC. IN ACCORDANCE

WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

D. SPECIFIC DETAILS AND SCHEDULES SHALL TAKE PRECEDENCE OVER TYPICAL

DETAILS AND SCHEDULES. IN GENERAL, DETAILS AND NOTES IN DRAWINGS SHALL

TAKE PRECEDENCE OVER THE SPECIFICATIONS.

E. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE STARTING ANY WORK SO INVOLVED.

REINFORCING STEEL:

A. ALL REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615 GRADE 60.

B. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE:

1. CAST-IN-PLACE CONCRETE:

a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . 3"

b. CONCRETE EXPOSED TO EARTH OR WEATHER

#6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"

#5 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/2"

c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

SLABS, WALLS, JOISTS

#14 AND #18. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/2"

#11 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4"

BEAMS, COLUMNS

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS . . . . . . . . 1-1/2"

C. PROVIDE DOWELS IN FOOTING THE SAME SIZE AND SPACING AS WALL AND COLUMN

BARS, UNLESS NOTED OTHERWISE.

D. ALL REINFORCING STEEL SHALL BE LAPPED OR SPLICED AT LOCATIONS AS

INDICATED. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED,

LAPS OR SPLICES SHALL BE WELL STAGGERED.

E. ALL REINFORCING STEEL SHALL BE LAPPED 40 BAR DIAMETERS OR 2'-0" MINIMUM

UNLESS NOTED OTHERWISE IN PLANS.

F. ANCHOR BOLTS AND RODS, DOWELS, AND OTHER EMBEDDED ITEMS SHALL BE

SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED.

G. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO STARTING

FABRICATION. SHOP DRAWINGS SHALL BE COMPLETE AND INCLUDE GRADES, SIZES,

LENGTHS, BENDS, AND SPACINGS OF ALL FOOTING, SLAB, COLUMN, WALL, AND BEAM

REINFORCING.

CONCRETE:

A. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-11. PLACEMENT OF CONCRETE

SHALL BE IN CONFORMANCE WITH ACI 301.

B. ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE REGULAR WEIGHT HARD

ROCK TYPE (150 PSF).

C. AGGREGATES SHALL CONFORM TO ASTM C33.

D. CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II.

E. 28-DAY COMPRESSIVE STRENGTH AND AGGREGATE SIZE & SLUMP SHALL BE AS

FOLLOWS:

COMPRESSIVE MAXIMUM SLUMP

STRENGTH AGGREGATE +/- 1"

METAL DECKING TOPPING 4,000 PSI 3/4" 4"

WALLS 4,000 PSI 3/4" 4"

COLUMNS 4,000 PSI 3/4" 4"

FOOTINGS 4,000 PSI 3/4" 4"

SLABS-ON-GRADE 4,000 PSI 3/4" 4"

F. WATER/CEMENT RATIO SHALL NOT EXCEED 0.5.

G. EXCEPT FOR WALLS, PIPES, MAY PASS THROUGH STRUCTURAL CONCRETE IN

SLEEVES BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE 1" LARGER IN

DIAMETER THAN THE PIPE AND THE ANNULAR SPACE SHALL BE CAULKED WITH A

RESILIENT MATERIAL.

H. SLEEVES EXCEEDING ONE THIRD THE WALL THICKNESS SHALL NOT BE PLACED

LONGITUDINALLY IN THE WALLS, UNLESS SPECIFICALLY DETAILED.

I. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER 48 HOURS PRIOR TO

ANY CONCRETE POUR SO A REVIEW OF THE REINFORCING STEEL LAYOUT AND

CONCRETE POUR CAN BE MADE. NO POUR SHALL PROCEED WITHOUT PRIOR REVIEW.

J. ALL SLABS-ON-GRADE SHALL BE POURED WITH CRACK CONTROL JOINTS NOT MORE

THAN 12'-0" APART IN EACH DIRECTION OR AS INDICATED IN DRAWINGS. JOINTS SHALL

BE SAWED OR MADE WITH PRE-FORMED METAL KEYS. WALKWAY JOINTS SHALL BE

SPACED AT 5'-0" MAXIMUM OR AS SHOWN IN THE ARCHITECTURAL DRAWINGS.

K. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR AT LEAST THE FIRST

SEVEN (7) DAYS AFTER PLACEMENT. ALTERNATE METHODS OF CURING WILL BE

APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED.

L. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW AT LEAST TWO WEEKS

PRIOR TO CONCRETE POURS.

BLAST-RESISTANT WINDOW CRITERIA :

A. ALL WINDOW ASSEMBLIES SHALL CONFORM TO THE STRUCTURAL PERFORMANCE

REQUIREMENTS OF UFC 4-010-01 "DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS" AND ALL STANDARDS REFERENCED THEREIN.

B. ALL GLAZING, FRAMING MEMBERS, AND CONNECTIONS FOR WINDOW ASSEMBLIES

SHALL BE DESIGNED USING DYNAMIC ANALYSIS AND TESTED DYNAMICALLY TO

CONFIRM THE WINDOW ASSEMBLIES WILL PROVIDE PERFORMANCE EQUIVALENT TO

OR BETTER THAN THE HAZARD RATING ASSOCIATED WITH THE APPLICABLE LEVEL OF

PROTECTION AS INDICATED BELOW.

C. THE STRUCTURAL SUPPORTING MATERIAL USED IN THE TEST FOR FASTENER

ATTACHMENT SHALL BE REPRESENTATIVE OF THE FIELDED APPLICATIONS. ANY

DEVIATIONS IN FIELD APPLICATIONS OF THE CONNECTIONS OR THE CONNECTED

ELEMENTS FROM THE TEST MUST BE DEMONSTRATED BY CALCULATION TO PROVIDE

THE REQUIRED LEVEL OF PROTECTION FOR THE SPECIFIC APPLICATION.

D. STRUCTURAL PERFORMANCE (DYNAMIC LOADING):

1. LEVEL OF PROTECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOW

2. ASTM F1642 HAZARD LEVEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERY LOW HAZARD

3. PEAK REFLECTED PRESSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33.6 PSI

4. IMPULSE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81 PSI-MS

E. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WINDOW REQUIREMENTS

IN ADDITION TO AT/FP REQUIREMENTS.

F. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CALCULATIONS, AND TESTING

DATA FOR REVIEW PRIOR TO STARTING FABRICATION. CALCULATIONS SHALL BE

STAMPED AND SIGNED BY A LICENSED STRUCTURAL ENGINEER.

DESIGN LOADS:

WIND AND SEISMIC LOAD CRITERIA ARE PER IBC 2012 AND ASCE 7-10 AS REFERENCED IN

UFC 3-301-01.

A. WIND LOADS

1. RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II

2. DESIGN WIND SPEED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130 MPH

3. EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B

4. TOPOGRAPHY FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Kzt = 1.50

5. DIRECTIONALITY FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Kd = 0.75

B. SEISMIC LOADS

1. RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . II

2. SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D

3. SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD . . . . . . . . . . Ss = 0.556g

4. SPECTRAL RESPONSE ACCELERATION AT 1-SEC PERIOD . . . . . . . . . . . S1 = 0.156g

5. IMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I = 1.00

C. UNIFORM LIVE LOADS

1. ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF

2. FLOOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF

3. STAIRS, EXITS, AND CORRIDORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF

D. UNIFORM DEAD LOADS IN ADDITION TO STRUCTURAL FRAMING

1. BUILT-UP ROOFING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 PSF

2. INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PSF

3. CEILING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PSF

4. MISCELLANEOUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 PSF

FOUNDATION NOTES:

A. FOUNDATION IS DESIGNED BASED ON SOIL REPORT TITLED, "GEOTECHNICAL

INVESTIGATION FY15 OMA PKG A-015 RENOVATE FIRST FLOOR BLDG 107 WHEELER

ARMY AIRFIELD WAHIAWA, OAHU, HAWAII", AS PREPARED BY HIRATA & ASSOCIATES,

AND DATED SEPTEMBER 16, 2014. THE CONTRACTOR SHALL REFER TO THIS REPORT

IN PREPARING SUBGRADE AND FOUNDATION.

B. THE CONTRACTOR'S HAWAII LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER

SHALL MONITOR ALL FOOTING TRENCHES, FILL, AND BACKFILL OPERATIONS. COST OF

GEOTECHNICAL ENGINEER'S SERVICES SHALL BE BORNE BY THE CONTRACTOR.

CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR INSPECTION AS

REQUIRED.

C. FOUNDATION EXCAVATIONS SHALL BE REVIEWED BY THE CONTRACTOR'S HAWAII

LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE

PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE.

D. THE FOUNDATION DESIGN IS BASED ON A BEARING CAPACITY OF 3,000 PSF. BOTTOMS

OF ALL FOOTINGS SHALL BE FOUNDED AT LEAST 24" BELOW LOWEST ADJACENT

FINISH GRADE. COMPACTION BELOW FOOTINGS SHALL BE PERFORMED BEFORE

PLACING FORMS OR REINFORCING STEEL.

E. ONSITE COHESIVE SOILS SHALL BE PLACED IN HORIZONTAL LIFTS RESTRICTED TO 8"

IN LOOSE THICKNESS AND COMPACTED TO BETWEEN 90 AND 95 PERCENT

COMPACTION PER ASTM D1557.

F. GRANULAR FILL, SUCH AS IMPORTED STRUCTURAL FILL, SHALL BE PLACED IN

HORIZONTAL LIFTS RESTRICTED TO 8" IN LOOSE THICKNESS AND COMPACTED TO A

MINIMUM 95 PERCENT COMPACTION PER ASTM D1557.

G. FOOTING THICKNESSES ARE MINIMUM THICKNESSES ONLY AND MAY BE INCREASED

DUE TO SPECIFIC CONDITIONS.

H. CLEAN FOOTING TRENCHES PRIOR TO POURING FOOTING.

STEEL:

A. ALL STEEL WORK SHALL CONFORM TO THE "STEEL CONSTRUCTION MANUAL", 14TH

EDITION, AS PREPARED BY THE AISC.

B. ALL HSS SHAPES SHALL CONFORM TO ASTM A500 GRADE B.

C. ALL PIPE SHAPES SHALL CONFORM TO ASTM A53 GRADE B.

D. ALL PLATES AND ANGLES SHALL CONFORM TO ASTM A36.

E. ALL BOLTED CONNECTIONS SHALL BE WITH ASTM A307 BOLTS UNLESS NOTED

OTHERWISE.

F. ALL ANCHOR BOLTS/RODS SHALL CONFORM TO ASTM F1554 GRADE 36.

G. ALL WELDS SHALL CONFORM TO THE "STANDARD FOR ARC AND GAS WELDING", AS

PREPARED BY THE AMERICAN WELDING SOCIETY AND BE DONE BY CERTIFIED

WELDERS. ALL WELDING IS TO BE DONE BY ELECTRIC ARC PROCESS AND SHALL BE

PERFORMED WITH E70XX ELECTRODES.

H. UNLESS A LARGER SIZE OF FILLET WELD IS SPECIFIED ON THE PLANS, PROVIDE A

MINIMUM SIZE OF WELD PER AISC SPECIFICATION TABLE J2.4.

I. ALL STRUCTURAL STEEL FRAMING INCLUDING ROLLED SHAPES, BUILT-UP MEMBERS,

HSS, PIPES, PLATES, AND ANCHOR BOLTS/RODS SHALL BE HOT-DIPPED GALVANIZED

CONFORMING TO ASTM A123 AND ASTM A153.

J. ARCHITECTURAL PLANS ARE TO BE USED IN THE DEVELOPMENT OF SHOP DRAWINGS.

K. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO STARTING

FABRICATION. SHOP DRAWINGS SHALL INCLUDE STEEL GRADE, MEMBER SIZES AND

LENGTHS, BOLTED AND/OR WELDED CONNECTION DETAILS, AND SURFACE FINISHES.

MASONRY:

A. ALL MASONRY WORK SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR

MASONRY STRUCTURES", 2011 EDITION, AS PREPARED BY THE MASONRY STANDARDS

JOINT COMMITTEE.

B. CONCRETE MASONRY UNIT SHALL BE HOLLOW LOAD BEARING UNITS WITH A NET

AREA COMPRESSIVE STRENGTH OF 1,900 PSI CONFORMING TO ASTM C90.

C. MASONRY MORTAR SHALL BE TYPE "S" CONFORMING TO ASTM C270.

D. MASONRY GROUT SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,000 PSI AND

CONFORM TO ASTM C476.

E. DESIGN IS BASED ON AN ULTIMATE COMPRESSIVE STRENGTH OF THE MASONRY

ASSEMBLY OF 1,500 PSI.

F. ALL WALLS SHALL BE CONSTRUCTED IN CONVENTIONAL RUNNING BOND, UNLESS

NOTED OTHERWISE.

G. ALL CELLS SHALL BE SOLID GROUTED. REINFORCING SHALL BE SECURED AGAINST

DISPLACEMENT PRIOR TO GROUTING BY WIRE POSITIONERS AT INTERVALS NOT

EXCEEDING 200 BAR DIAMETERS NOR 8'-0".

H. REINFORCING STEEL IN MASONRY SHALL BE LAPPED 40 BAR DIAMETERS OR 2'-0"

MINIMUM.

I. GROUT MASONRY IN 5'-0" LIFTS MAXIMUM. CLEANOUTS ARE REQUIRED FOR ALL

GROUT POURS OVER 5'-0" IN HEIGHT.

J. IF GROUT POUR IS STOPPED ONE HOUR OR LONGER, PROVIDE HORIZONTAL

CONSTRUCTION JOINTS BY STOPPING THE GROUT 1-1/2" BELOW THE TOP OF THE

BLOCK.

K. THE THICKNESS OF THE GROUT BETWEEN THE INSIDE FACE OF BLOCK UNITS AND

REINFORCING STEEL SHALL NOT BE LESS THAN 1/2". THE CLEAR SPACE BETWEEN

PARALLEL BARS IN WALLS SHALL NOT BE LESS THAN THE BAR DIAMETER NOR 1".

GENERAL NOTES

POST-INSTALLED ADHESIVE ANCHORS:

A. POST-INSTALLED ADHESIVE ANCHOR SYSTEMS SHALL CONFORM TO ICC-ES AC308

FOR INSTALLATION IN CRACKED AND UNCRACKED CONCRETE.

B. POST-INSTALLED ADHESIVE ANCHOR SYSTEMS SHALL CONFORM TO ICC-ES AC58 FOR

INSTALLATION IN MASONRY.

C. DESIGN OF POST-INSTALLED ANCHORAGE WAS BASED ON "SET-XP" EPOXY ADHESIVE

BY SIMPSON STRONG-TIE. SUBSTITUTIONS APPROVED BY THE CONTRACTING

OFFICER REQUIRE CALCULATIONS PROVIDED BY THE CONTRACTOR.

1. MINIMUM BOND STRENGTH OF 3,742 PSI AT 2 DAYS PER ASTM C882

D. THE EPOXY SELECTED SHALL BE SUPPLIED AS AN ENTIRE SYSTEM AND SHALL

INCLUDE, BUT IS NOT LIMITED TO, THE NEW ADHESIVE CARTRIDGE, A CLEAN MIXING

NOZZLE, EXTENSION TUBE, A DISPENSING GUN, AND ALL MANUFACTURER

RECOMMENDED SUPPLIES FOR PROPERLY CLEANING THE DRILLED HOLE.

E. THREADED RODS USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL CONFORM TO

ASTM F1554 GRADE 36 MINIMUM AND BE HOT-DIP GALVANIZED. THREADS SHALL BE

UNC COARSE THREADS, UNLESS NOTED OTHERWISE. COMPATIBLE NUTS AND

WASHERS SHALL BE FURNISHED WITH THE THREADED RODS AND CONSIDERED PART

OF THE ASSEMBLY.

F. NUTS, WASHERS, AND OTHER HARDWARE USED WITH THREADED ROD ADHESIVE

ANCHOR SYSTEM SHALL HAVE A MATERIAL OR ALLOY DESIGNATION THAT MATCHES

THE THREADED ROD MATERIAL/ALLOY. GALVANIZED ASSEMBLIES SHALL BE HOT-DIP

GALVANIZED IN ACCORDANCE WITH ASTM A153 CLASS C. ELECTROPLATE

GALVANIZING IS NOT ACCEPTABLE.

G. REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS ASSEMBLIES SHALL

CONFORM TO ASTM A615 GRADE 60.

H. INSTALLATION OF POST-INSTALLED ADHESIVE ANCHORS SHALL BE PER THE

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII).

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IDENTIFICATION

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SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

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STEEL ROOF DECKS:

A. STEEL ROOF DECKS SHALL CONFORM TO "RD-2010 STANDARD FOR STEEL ROOF

DECK", AS PREPARED BY AMERICAN NATIONAL STANDARDS INSTITUTE/ STEEL DECK

INSTITUTE.

B. STEEL DECK AND ACCESSORIES SHALL BE 22 GAUGE MINIMUM WITH A MINIMUM YIELD

STRENGTH OF 50 KSI AND BE GALVANIZED IN ACCORDANCE WITH ASTM A653 WITH A

MINIMUM COATING DESIGNATION OF G90.

C. DECK PROFILE SHALL HAVE THE MINIMUM SECTION PROPERTIES:

1. PROFILE TYPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHALLOW

2. DEPTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9/16"

3. MOMENT OF INERTIA (I). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.022 IN^4

4. EFFECTIVE SECTION MODULUS (+S) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.073 IN^3

5. EFFECTIVE SECTION MODULUS (-S) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.073 IN^3

D. ATTACH DECKING PER MANUFACTURER'S RECOMMENDATIONS BUT NOT LESS THAN

AS FOLLOWS:

1. ATTACHMENT PATTERN OVER SUPPORTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 / 4

a. FASTENERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SDI RECOGNIZED #12 SCREWS

2. AT SIDE SEAMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #10 SCREWS @ 12"OC

STEEL FLOOR DECKS:

A. COMPOSITE STEEL FLOOR DECKS SHALL CONFORM TO "C-2011 STANDARD FOR STEEL

COMPOSITE STEEL FLOOR DECK - SLABS", AS PREPARED BY AMERICAN NATIONAL

STANDARDS INSTITUTE/ STEEL DECK INSTITUTE.

B. STEEL DECK AND ACCESSORIES SHALL BE 16 GAUGE MINIMUM WITH A MINIMUM YIELD

STRENGTH OF 50 KSI AND BE GALVANIZED IN ACCORDANCE WITH ASTM A653 WITH A

MINIMUM COATING DESIGNATION OF G90 AND PRE-FINISHED ON TWO SIDES.

C. DECK PROFILE SHALL HAVE THE MINIMUM SECTION PROPERTIES:

1. PROFILE TYPE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W2-36

2. DEPTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"

3. MOMENT OF INERTIA (I). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.707 IN^4

4. EFFECTIVE SECTION MODULUS (+S) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.623 IN^3

5. EFFECTIVE SECTION MODULUS (-S) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.638 IN^3

D. FLOOR UNITS SHALL BE FORMED WITH INTEGRAL LOCKING LUGS OR EMBOSSMENTS

TO PROVIDE A MECHANICAL LOCK BETWEEN THE STEEL DECK AND CONCRETE.

E. ATTACH DECKING PER MANUFACTURER'S RECOMMENDATIONS BUT NOT LESS THAN

AS FOLLOWS:

1. ATTACHMENT PATTERN OVER SUPPORTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 / 4

a. WELDS . . . . . . . . . . . . . . . . . . . . . . . ARC SPOT (PUDDLE) OR ARC SEAM WELDS

b. FASTENERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POWER ACTUATED FASTENERS

2. AT SIDE SEAMS . . . . . . . . . . . . . . . . . . BUTTON PUNCH OR SEAM WELDS @ 36" MAX

F. SCREED CONCRETE PARALLEL TO METAL DECKING TO THICKNESS INDICATED ON THE

PLANS.

GENERAL NOTES (CONT)

SPECIAL INSPECTION REQUIREMENTS :

PER CHAPTER 17 OF THE IBC AND CHAPTER 2 OF UFC 1-200-01, THE CONTRACTOR SHALL

EMPLOY A SPECIAL INSPECTOR FOR THE FOLLOWING TYPES OF WORK:

A. REINFORCING STEEL: PERIODIC SPECIAL INSPECTION DURING AND UPON

COMPLETION OF THE PLACEMENT OF REINFORCING STEEL IN ALL REINFORCED

CONCRETE AND MASONRY.

B. CONCRETE: CONTINUOUS SPECIAL INSPECTION DURING AND ON COMPLETION OF THE

PLACEMENT OF CONCRETE IN ALL REINFORCED CONCRETE EXCEPT THAT THE

SLAB-ON-GRADES NEED NOT BE INSPECTED.

C. MASONRY: PERIODIC SPECIAL INSPECTION DURING THE PREPARATION OF MORTAR,

THE LAYING OF MASONRY UNITS, AND PLACEMENT OF REINFORCEMENT PRIOR TO

PLACEMENT OF GROUT. CONTINUOUS SPECIAL INSPECTION DURING THE GROUTING,

CONSOLIDATION, AND RECONSOLIDATION AND PLACEMENT OF BENT-BAR ANCHORS.

D. POST-INSTALLED ADHESIVE ANCHORS : CONTINUOUS INSPECTION IS REQUIRED FOR

POST-INSTALLED ANCHORS IN HARDENED CONCRETE TO VERIFY ANCHOR TYPE,

ADHESIVE IDENTIFICATION AND EXPIRATION DATE, ANCHOR DIMENSIONS, CONCRETE

TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DRILLING METHOD, HOLE

DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES,

CONCRETE/MASONRY THICKNESS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII).

E. STRUCTURAL WELDING: QUALITY CONTROL (QC) AND QUALITY ASSURANCE (QA)

INSPECTION OF EACH WELDING INSPECTION TASK (PER AISC 316-10 CHAPTER N)

PRIOR TO, DURING, AND AFTER ALL STRUCTURAL WELDING BY WELDING INSPECTORS

QUALIFIED UNDER THE PROVISIONS OF AWS 1.1.

F. STEEL DECKS: PERIODIC SPECIAL INSPECTION IS REQUIRED FOR STEEL DECK

MATERIAL VERIFICATION, STEEL DECK TEST REPORTS, AND STEEL DECK WELDS.

G. COMPLETE LOAD PATH AND UPLIFT TIES : OBSERVE THE METAL CONNECTORS,

FASTENERS, AND ANCHORS FOR LIGHT-FRAME CONSTRUCTION AT THE FOLLOWING

LOCATIONS: ROOF RIDGES, ROOF FRAMING TO WALL SUPPORTS, AND ALL OTHER

CONNECTIONS THAT ARE PART OF THE LOAD PATH TO RESIST UPLIFT FORCES. THE

SPECIAL INSPECTOR NEED NOT BE PRESENT DURING THE INSTALLATION OF ALL THE

CONNECTORS PROVIDED THAT IT IS VERIFIED THAT ALL OF THE CONNECTORS ARE

INSTALLED IN CONFORMANCE WITH MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS.

COLD-FORMED STEEL:

A. ALL COLD-FORMED STEEL WORK SHALL COMPLY WITH THE "NORTH AMERICAN

SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS"

AS PREPARED BY AISI DATED 2001 AND INCLUDING THE 2004 SUPPLEMENT.

B. ALL FRAMING DESIGNATIONS SHOWN ARE AS DEFINED BY THE AISI.

C. ALL COLD-FORMED STEEL MEMBERS SHALL BE GRADE 33 WITH A MINIMUM G60

GALVANIZED COATING CONFORMING TO ASTM A653.

D. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY ON OR AT AN ANGLE

SQUARELY FIT AGAINST ABUTTING MEMBERS. STUDS SHALL BE PLUMED, ALIGNED,

AND TIGHTLY NESTED IN BOTH UPPER AND LOWER RUNNERS WITH SECURE

ATTACHMENT TO THE FLANGES OF EACH RUNNER.

E. ALL PRE-FABRICATED METAL CONNECTORS INDICATED ON THE DRAWING SHALL HAVE

A MINIMUM G60 COATING PER ASTM A653. FOLLOW FASTENING SCHEDULE AS

SPECIFIED BY THE MANUFACTURER.

F. ALL WELDS SHALL CONFORM TO AWS D1.3 "STRUCTURAL WELDING CODE - SHEET

STEEL" AS PREPARED BY THE AMERICAN WELDING SOCIETY AND BE DONE BY

CERTIFIED WELDERS, BY ELECTRIC ARC PROCESS. WELDS SHALL BE OF SUFFICIENT

SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. MINIMUM WELD SHALL BE OF

1/8 INCH BY 1 INCH LONG. WIRE TYING SHALL NOT BE PERMITTED.

G. ALL SCREWS SHALL BE SELF-DRILLING/TAPPING CONFORMING TO ASTM C1513 IN

LENGTH RECOMMENDED BY SHEATHING MANUFACTURER FOR THICKNESS OF

SHEATHING BOARD TO BE ATTACHED AND GALVANIZED HAVING A SALT SPRAY

RESISTANCE OF 1000 HOURS PER ASTM B117 AS LISTED IN ASTM F1941. SCREWS

SHALL PENETRATE JOINED MEMBERS BY NOT LESS THAN THREE (3) EXPOSED

THREADS.

H. REPAIR DAMAGE TO GALVANIZED COATING USING ASTM A780 ZINC RICH PAINT FOR

GALVANIZING DAMAGE BY HANDLING, TRANSPORTING, CUTTING, WELDING, OR

BOLTING.

I. #15 ROOFING PAPER OR EQUIVALENT BOND BREAKING MATERIAL OR SEALANT SHALL

BE APPLIED BETWEEN ALL FRAMING & CONCRETE/MASONRY WORK.

S-002

G E

N E

R A

L

N

O T

E S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

SCALE: 1/8" = 1' - 0"

BUILDING 107 - EXISTING FIRST FLOOR PLAN

A1

8'0 4' 16'

8" CMU INFILL,

SEE

A1

S-511

6" CMU

INFILL,

SEE

A1

S-511

6" CMU

INFILL,

SEE

A1

S-511

ELEVATOR

PLAN,

SEE

A1

S-401

PLAN

NORTH

A

CONC

RAMP

EXISTING

COLUMNS, TYP

B3

S-508

EXISTING GENERATOR

BUILDING NOT SHOWN,

SEE S-403

ACCESS

FLOOR

FRAMING,

SEE ARCH

DWGS

EXISTING

UPS BUILDING

EXIST ROOF

ABOVE

FLOOR AND ROOF

FRAMING PLAN,

SEE

CONC RAMP

6" CMU

INFILL,

SEE

A1

S-511

8" CMU

INFILL,

SEE

A1

S-511

B1

S-508

A1

S-508

REMOVE

EXIST

WALLS

REMOVE

PORTION

OF EXIST

WALLS,

SEE

C1

S-509

C3

S-509

A1

S-509

C1

S-506

EXIST CONC

BEAM BELOW,

TYP

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10 11

A1

S-506

EXIST

SLAB

STEEL DECK WITH

CONC TOPPING

(REMOVE EXIST SLAB)

6" CONC

WALL

BELOW

EXIST

WALL

BELOW

C1

S-513

ACCESS

FLOOR

FRAMING,

SEE ARCH

DWGS

A1, A3

S-404

C1

S-507

NOTE:

EQUIPMENT PADS SHOWN

ARE FOR BIDDING PURPOSES.

CONTRACTOR SHALL SIZE

CONCRETE PADS FOR

EQUIPMENT TO BE INSTALLED.

ACCU CONCRETE PAD,

SEE

A5

S-515

ACCU CONCRETE PAD,

SEE

A5

S-515

REMOVE EXIST

CONCRETE SLAB

AND REPLACE WITH

STEEL DECK AND

CONC TOPPING

REMOVE EXIST

CONC BEAM AND

REPLACE

REMOVE EXIST FLOOR

SLAB (EXIST. BEAMS TO

REMAIN) AND REPLACE

WITH STEEL DECK AND

CONC TOPPING

REMOVE EXIST

CONCRETE SLAB

AND REPLACE WITH

RAMP STEEL DECK

AND CONC TOPPING

A1

S-507

REMOVE

EXIST INFILL,

SEE

B1

S-516

REMOVE

EXIST INFILL,

SEE

REMOVE

EXIST INFILL,

SEE

REMOVE

EXIST INFILL,

SEE

REMOVE

EXIST INFILL,

SEE

REMOVE

EXIST WALL,

SEE

B3

S-516

REMOVE

EXIST WALL,

SEE

B3

S-516

A1

S-510

WALL RETROFIT FOR

BLAST RESISTANT

WINDOWS, SEE

A1

S-510

WALL RETROFIT FOR

BLAST RESISTANT

WINDOWS, SEE

A1

S-510

WALL RETROFIT FOR

BLAST RESISTANT

WINDOWS, SEE

A1

S-510

WALL RETROFIT FOR

BLAST RESISTANT

WINDOWS, SEE

A1

S-510

WALL RETROFIT FOR

BLAST RESISTANT

WINDOWS, SEE

A1

S-510

WALL RETROFIT FOR

BLAST RESISTANT

WINDOWS, SEE

EXISTING

STORAGE

BUILDING

EXIST

SLAB

STEEL DECK WITH

CONC TOPPING

(REMOVE EXIST SLAB)

GENERATOR

CONCRETE PAD, SEE

A5

S-515

B1

S-516

B1

S-516

B1

S-516

B1

S-516

EXIST

WALL

EXIST

WALL

EXIST

WALL

EXIST

WALL

EXIST

WALL

EXIST

WALL

EXIST

WALL

EXIST

WALL

LEGEND: 8" CMU INFILL

TYP

DEPRESSED SLAB,

SLOPE TO DRAIN

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

S-101

B U

I L D

I N

G

S

T O

R A

I L

D I N

S

B

U I L D

I N

G

A

E

V A

T O

R

B

U I L D

I N

G

F I R

O

A

N

W A

A F

B

S d g n

8'0 4' 16'

10 11

O

C

T

O

C

B

O

C

T

O

C

B

O

C

B

6" CONC SLAB

8" CONC

LANDING SLAB

6" CONC SLAB

EXIST

C

D

E

F

10 11

EXIST

2B-1

C1

S-501

C3

S-503

C1

S-503

A3

S-501

A1

S-502

C1

S-502

A3

S-503

A3

S-503

A1

S-503

C

D

E

F

SCALE: 1/4" = 1'-0"

ELEVATOR BUILDING - FOUNDATION PLAN

A1

SCALE: 1/4" = 1'-0"

ELEVATOR BUILDING - SECOND FLOOR PLAN

A3

O

C

T

O

C

B

D1

S-505

A3

S-505

A1

S-505

A1

S-505

A5

S-505

8" CONC

LANDING SLAB

F

F-3

F-3

F-3

F

F

F

8'0 4' 16'

BOF: 830'-4"±

TOS TO BOF: 4'-8"±

BOF: 831'-7"±

TOS TO BOF: 3'-5"±

BOF: 830'-8"±

TOS TO BOF: 4'-4"±

NOTE:

ALL TOP OF SLAB (TOS), BOTTOM OF FOOTING (BOF), AND TOP OF SLAB TO

BOTTOM OF FOOTING (TOS TO BOF) ELEVATIONS PROVIDED ARE TAKEN FROM

THE EXISTING DRAWINGS DATED DECEMBER 19, 1930 AND HAVE NOT BEEN

VERIFIED. CONTRACTOR IS TO VERIFY ALL EXISTING FOOTING ELEVATIONS

PRIOR TO NEW WORK TO AVOID UNDERMINING EXISTING FOOTINGS.

FIRST FLOOR

TOS: 835.0'±

F

F-3

F-4

A1

S-501

6" CONC SLAB

w/#4@16"OC EW, TYP

O

C

T

2B-2

CONC PAD,

SEE MECH

DWGS

S-401

E L E

V A

T O

R

B

U I L D

I N

G

F O

U N

D A

T I O

N

A

C

O N

D

F

L O

A

N

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

8'0 4' 16'

10 11

O

C

T

O

C

B

O

C

T

O

C

B

O

C

B

8" CONC

LANDING SLAB

6" CONC SLAB

EXIST

10 11

O

C

T

O

C

B

O

C

T

O

C

B

O

C

B

6" CONC SLAB

EXIST

O

C

T

O

C

B

#4@16"OC (T) & (B),

TYP

3B-1

C3

S-503

C1

S-503

C1

S-504

C3

S-504

A3

S-504

A1

S-504

3B-2

RB-1

RB-2

A3

S-504

A3

S-503

A3

S-503

6" CONC SLAB

A1

S-503

C

D

E

F

C

D

E

F

SCALE 1/4" = 1'-0"

ELEVATOR BUILDING - THIRD FLOOR PLAN

A1

SCALE 1/4" = 1'-0"

ELEVATOR BUILDING - ROOF PLAN

A3

O

C

T

O

C

B

A3

S-505

A1

S-505

D1

S-505

A5

S-505

8" CONC

LANDING SLAB

8'0 4' 16'

W8x18 HOIST BEAM, COORDINATE

LOCATION AND

ELEVATION WITH

ELEVATOR

MANFACTURER

#4@16"OC

(T&B), TYP

O

C

T

#4@16"OC (T&B) TYP

S-402

E L E

V A

T O

R

B

U I L D

I N

G

T H

I R

D

F

L O

O

F

P

L A

N

W A

A F

B

S

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

SCALE 1/4" = 1'-0"

EXISTING GENERATOR BUILDING - FIRST FLOOR PLAN

A1

PLAN

NORTH

8'0 4' 16'

EXISTING WALLS, TYP

CMU INFILL,

SEE

A1

S-511

CMU INFILL,

SEE

A1

S-511

4"± THK CONCRETE TOPPING

(TO BE FLUSH WITH EXIST CONC PADS)

EXIST

CONC PAD

EXIST

CONC PAD

EXIST

CONC PAD

EXIST

CONC PAD

4" THK CONCRETE TOPPING

DEMO PORTION OF

EXIST CONC PAD,

SEE ARCH DWGS

CONC CURB

C1

S-512

A3

S-512

A1

S-512

C4

S-512

EXIST WALKWAY

CONC WALKWAY

DEMO PORTION OF EXIST WALL

ACCU PAD,

SEE

A5

S-515

NOTE:

EQUIPMENT PADS SHOWN

ARE FOR BIDDING PURPOSES.

CONTRACTOR SHALL SIZE

CONCRETE PADS FOR

EQUIPMENT TO BE INSTALLED.

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

S-403

E X

I S

T I N

G

G

E N

E R

A T

I L D

I N

G

F I R

O

A

N

W A

A F

B

S d

SCALE 1/4" = 1'-0"

EXISTING STORAGE BUILDING - FIRST FLOOR PLAN

A1

PLAN

NORTH

2' 4'0 1'

SCALE 1/4" = 1'-0"

EXISTING STORAGE BUILDING - NEW ROOF FRAMING PLAN

A3

PLAN

NORTH

2' 4'0 1'

800S162-43 @16"OC

EXIST HEADER BELOW

D1

S-514

D3

S-514

CONT 800T162-43

EAVE TRACK

CONT 800T162-43

EAVE TRACK

CONT 800T162-43

EAVE TRACK

CONT 800T162-43

EAVE TRACK

CONT 800T162-43

EAVE TRACK

CONT 800T162-43

EAVE TRACK

STUD WALL

BELOW

9/16" STEEL ROOF DECK

EXIST RIDGE BEAM

REMOVE EXISTING WALL SHEATHING;

EXIST METAL STUD WALL INCLUDING

TOP TRACK, BOTTOM TRACK, AND

FASTENERS, ANCHORS, AND

HOLDOWNS TO REMAIN

EXIST STEEL POST

EXIST 5"± FOUNDATION SLAB

REMOVE EXIST LOUVERS,

FILL OPENING WITH

350T200-43 TOP TRACK, &

BOTTOM AND 350S162-43

STUDS @16"

INSTALL NEW SHEATHING PER

SCHEDULE ON SHEET S-514,

SEE ARCH DWGS FOR

ADDITIONAL FIRE-RATED

SHEATHING REQUIREMENTS

EXIST STEEL POST

REMOVE EXIST LOUVERS,

FILL OPENING WITH

350T200-43 TOP &

BOTTOM TRACKS, AND

350S162-43 STUDS @16"

S W

SW-1

SW-1

S W

S W

S-404

E X

I S

T I N

G

S

T O

R A

I L

D I N

G

F I R

O

W

O

F

F R

A M

I N

G

P

L A

N

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

SCALE: 3/4"=1'-0"

FOOTING F-2 SECTION

A3

SCALE: 3/4"=1'-0"

FOOTING F-1 SECTION

C1

V A

R I E

S

3'-0"

F-2

15 MIL VAPOR BARRIER

14" CONC WALL #5@12"OC

VERT & HORIZ EF

LAP 2'-7", TYP

4-#5 CONT

#5@12"OC

BEND 1'-8", TYP

C

L R

0 1' 2' 3'

0 1' 2' 3'

NOTE:

ALL TOP OF SLAB (TOS), BOTTOM OF FOOTING

(BOF), AND TOP OF SLAB TO BOTTOM OF FOOTING

(TOS TO BOF) ELEVATIONS PROVIDED ARE COPIED

FROM THE EXISTING DRAWINGS DATED DECEMBER

19, 1930 AND HAVE NOT BEEN VERIFIED.

CONTRACTOR IS TO VERIFY ALL EXISTING FOOTING

ELEVATIONS PRIOR TO NEW WORK TO AVOID

UNDERMINING EXISTING FOOTINGS.

3'-0"

F-1

EXIST WALL

EXIST COLUMN

BEYOND

EXIST SLAB

EXIST

FOOTING

LAP 2'-7", TYP

8" CONC WALL w/#5@12"OC VERT & HORIZ

CONC SLAB, SEE PLAN FOR REINF

FOAM FORM (MAY BE LEFT IN PLACE)

C

L R

BEND 1'-6"

V E

R I F

Y

TOS: 835.0'±

BOF TO MATCH

EXIST BOF

EXIST WALL

10'-8"8" 1'-6"

5-#5 CONT TOP

5-#5 CONT BOT

#4 @6"OC

EXIST WALL

EXIST COLUMN

BEYOND

EXIST SLAB

EXIST

FOOTING

LAP 2'-7", TYP

CONC SLAB

FOAM FORM (MAY BE LEFT IN PLACE)

C

L R

15 MIL VAPOR BARRIER

V E

R I F

Y

TOS: 835.0'±

BOF TO

MATCH EXIST

BOF

EXIST WALL

#4 @6"OC

STEP FOOTING

BEYOND

SCALE: 3/4"=1'-0"

FOOTING F-1 SECTION AT EXISTING FOOTING

A1

0 1' 2' 3'

F-1

#5 DOWEL EMBED 10" IN

3/4"Ø DRILLED HOLE FILLED

w/EPOXY, TYP

FOOTING F-3 BEYOND

#6@12"OC TOP & BOT

#6@12"OC TOP & BOT

BEND 1'-6", TYP

4-#5 CONT TOP & BOT

(8 TOTAL)

CONC SLAB, SEE PLAN FOR REINF

8" CONC WALL

w/#5@12"OC

VERT & HORIZ

8" CONC WALL w/#5@12"OC VERT & HORIZ

20" CONC WALL

w/#5@10"OC VERT &

#5@12"OC HORIZ EF

LAP 2'-7", TYP

BASALTIC TERMITE

BARRIER (BTB),

TYP

4" MIN BTB

4" MIN BTB

4" BASALTIC TERMITE

BARRIER (BTB)

2" BTB OR SAND CUSHION

TERMITE BARRIER MESH

15 MIL VAPOR BARRIER

4" BASALTIC TERMITE

BARRIER (BTB)

2" BTB OR SAND CUSHION

TERMITE

BARRIER MESH

4" BASALTIC TERMITE

BARRIER (BTB)

2" BTB OR SAND CUSHION

CONC SLAB,

SEE PLAN FOR

REINF

TERMITE BARRIER MESH

4" MIN BTB

4" MIN BTB

4" MIN BTB

CAP BLOCK

4" MIN BTB

CAP BLOCK

BASALTIC TERMITE

BARRIER (BTB)

5'-0"

S-501

E L E

V A

T O

R

B

U I L D

I N

G

F O

U N

D A

T I O

N

D

E T

A I L

S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

ELEVATOR FOOTING SECTION

A1

0 1' 2' 3'

SCALE: 3/4"=1'-0"

FOOTING F-3 AND F-4 SECTIONS

C1

2'-0"

F-4

3'-0"

F-3

8" CONC WALL w/#5@12"OC

VERT & HORIZ

CONC SLAB, FOR

REINF SEE PLAN

C

L R

T

Y P

4-#5 CONT

#5@12"OC

4" BASALTIC TERMITE

BARRIER (BTB)

2" BTB OR SAND CUSHION

LAP 2'-7", TYP

D E

P T

H

T

O

M

A T

C H

F O

O T

I N

G

F

0 1' 2' 3'

CONC SLAB, FOR

REINF SEE PLAN

2" BTB OR SAND CUSHION

15 MIL VAPOR BARRIER

1'-8"1'-6"

10'-2"

1'-6"

SQ

11"

ELEVATOR PIT

LAP 2'-7"

LAP 2'-7"

F-3

3-#5 CONT

#5@12"OC

CONC WALKWAY

CONC WALKWAY

FOOTING BEYOND

8" CONC WALL

w/#5@12"OC

VERT & HORIZ

6" CONC WALL

w/#5@12"OC

VERT & HORIZ

8" CONC WALL w/#5@12"OC

VERT & HORIZ

8" CONC WALL w/#5@12"OC

VERT & HORIZ

#6@12"OC

TOP & BOT

#6@12"OC

TOP & BOT

#6@12"OC

#6 CONT

#6@12"OC

#6 CONT

TERMITE BARRIER MESH

4" BASALTIC TERMITE

BARRIER (BTB)

TERMITE BARRIER MESH

15 MIL VAPOR BARRIER

4" MIN BTB, TYP

BASALTIC TERMITE

BARRIER (BTB), TYP

4" MIN BTB, TYP

4" MIN BTB, TYP

2'-0" MIN

1/2" PREMOLDED JOINT

FILLER w/ ELASTOMERIC

SEALANT (NO WOOD OR

CELLULOSE IN JOINT), TYP

2" BTB OR SAND CUSHION

TERMITE BARRIER MESH

#3 FINE GRAVEL CUSHION

(ASTM C33 #67)

4" BASALTIC TERMITE

BARRIER (BTB)

2'-0"

2" BTB OR SAND CUSHION

TERMITE BARRIER MESH

#3 FINE GRAVEL CUSHION

(ASTM C33 #67)

4" BASALTIC TERMITE

BARRIER (BTB)

S-502

E L E

V A

T O

R

B

U I L D

I N

G

F O

U N

D A

T I O

N

D

E T

A I L

S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

SECOND AND THIRD FLOOR SECTION

A1

EXIST WALL

EXIST BEAM

EXIST

EXIST WALL

LAP 2'-7"

8" CONC WALL

8" CONC WALL

CONC SLAB REINF, SEE PLAN

FOAM FORM (MAY BE LEFT IN PLACE)

2" SEISMIC JOINT

SCALE: 3/4"=1'-0"

SECOND AND THIRD FLOOR BEAM DETAILS

A3

EXIST BEAM

EXIST CONC

EXIST WALL

8" CONC WALL

CONC SLAB REINF, SEE PLAN

FOAM FORM (MAY BE LEFT IN PLACE)

2" SEISMIC JOINT

SCALE: 3/4"=1'-0"

SECOND AND THIRD FLOOR SECTION

C1

SCALE: 3/4"=1'-0"

SECOND AND THIRD FLOOR SECTION AT DOORWAY

C3

LAP 2'-7"

8" CONC WALL

8" CONC WALL

CONC SLAB REINF, SEE PLAN

LAP 2'-7"

CONC WALL (WHERE OCCURS)

CONC SLAB REINF, SEE PLAN

1'-4"

2B-1

LAP 2'-7"

CONC WALL (WHERE OCCURS)

CONC SLAB REINF, SEE PLAN

1'-0"

3B-1

3-#5 T&B

BEND 2'-7"

2-#5 T&B

BEND 2'-7"

#4 STIRRUPS @12"OC #4 STIRRUPS @12"OC

CONC SLAB REINF, SEE PLAN

8"

2B-2

3B-2

2-#5 T&B

#4 STIRRUPS @12"OC

0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3' 0 1' 2' 3'

REMOVE EXIST

CONCRETE AS

NEEDED TO FIT JOINT

FLOOR COVER,

SEE ARCH DWGS

EXPANSION JOINT COVER

PER ARCH DWGS

NOTCH FLOOR SLAB FOR

EXPANSION JOINT COVER,

SEE ARCH DWGS

S-503

E L E

V A

T O

R

B

U I L D

I N

G

S E

C O

H I R

D

F

L O

T

A I L

S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

ROOF SECTION

A1

SCALE: 3/4"=1'-0"

ROOF SECTION

A3

SCALE: 3/4"=1'-0"

ROOF SECTION

C1

EXIST WALL

EXIST BEAM

EXIST

EXIST WALL

2" SEISMIC JOINT

EXTEND VERT TO TOP OF PARAPET

CONC PARAPET WALL

CONC WALL

CONC SLAB REINF, SEE PLAN

FOAM FORM (MAY BE LEFT IN PLACE)

SCALE: 3/4"=1'-0"

ROOF SECTION

C3

CONC SLAB REINF, SEE PLAN

1'-0"

RB-1

2-#5 T&B

#4 STIRRUPS @12"OC

EXTEND VERT TO

TOP OF PARAPET

CONC PARAPET WALL

8" CONC WALL

CONC SLAB REINF,

SEE PLAN

CONC SLAB REINF,

SEE PLAN

LAP 2'-7"

8" CONC WALL

LAP 2'-7"

LAP 2'-7"

CONC WALL

CONC SLAB REINF, SEE PLAN

CONC SLAB REINF, SEE PLAN

8"

B-2

2-#5 T&B

#4 STIRRUPS @12"OC

0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3'0 1' 2' 3'

HOIST BEAM PER PLAN,

COORDINATE LOCATION AND

ELEVATION WITH ELEVATOR

MANUFACTURER

SCALE: 3/4"=1'-0"

HOIST BEAM DETAIL

A5

HOIST BEAM

PER PLAN

PL 1/4"x6" w/2-3/4"Ø

BOLTS @3"OC IN STD

SHORT-SLOTTED HOLES

1 1/2"

4"

PL 1/4"x6"x14" w/4-3/4"Ø THREADED

RODS EMBED 5" IN

7/8"Ø DRILLED HOLES

FILLED w/EPOXY

1 1/2" TYP

T

Y P

3"

0 1' 2' 3'

V E

R I F

Y w

A

R C

H

D

W G

S

3" 5"

S-504

E L E

V A

T O

R

B

U I L D

I N

G

R O

T

A I L S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

STAIR SECTION

A1

#4 EA NOSE

Y

P

#6@8"

#4@12"OC

1'-8"

#4@12"OC

2-#4

BEND 1'-6"

#4 EA NOSE

P

#6@8"

#4@12"OC

2ND FLOOR

FIRST FLOOR

#4@8"

SCALE: 3/4"=1'-0"

STAIR SECTION

A3

#4 EA NOSE

#6@8"

#4@12"OC

P

2ND FLOOR

LANDING

#4 EA NOSE

#6@8"

#4@12"OC

P

2ND FLOOR

LANDING

SCALE: 3/4"=1'-0"

SECTION AT STAIR LANDING

D1

EXIST WALL

EXIST BEAM

EXIST

EXIST WALL

LAP 2'-7"

8" CONC WALL

8" CONC WALL

FOAM FORM

(MAY BE LEFT

IN PLACE)

2" SEISMIC JOINT

SCALE: 3/4"=1'-0"

SECTION AT STAIR LANDING

A5

CONC LANDING,

SEE PLAN

8" CONC WALL

CONC LANDING,

SEE PLAN

8" CONC WALL

0 1' 2' 3'

0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3'

1 1/2 "Ø GALV. STEEL

POSTS FOR

HANDRAILING, SEE

ARCH. FOR LOCATION

3 "Ø x4" DEEP SLEEVE

AT E.A. POST. FILL

SLEEVE w/ NON-

SHRINK GROUT AFTER

THE POSTS ARE IN

PLACE

2'-6"

ADD #4

2'-6"

ADD #4

2'-6"

ADD #4

2'-6"

ADD #4

1'-6"

#4@12"

1'-6"

#4@12"

1'-6"

INT. LANDING

INT. LANDING

#4@12"

#4@9"

(T) & (B)

C

L R

T

Y P

#6@8"

P

#4@12"

#4@12"

#4@9"

(T) & (B)

#4@12"

#4@9"

(T) & (B)

#6@8"

P

C

L R

T

Y P

#6@8"

#6@8"

#4@12"

#4@12"

#4@9"

(T) & (B)

#4@9"

(T) & (B)

C

L R

T

Y P

#4@12"

#4@12"

C

L R

T

Y P

#4@9"

(T) & (B)

#4@9"

(T) & (B)

C

L R

T

Y P

C

L R

T

Y P

3'-0" 3'-0"

#4@9" #4@9"

#4@9"

#6@8"

#4@12"

S-505

E L E

V A

T O

R

B

U I L D

I N

G

S T

A I

C

T I O

N S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

5"

3'-0"

36/4 SUPPORT ATTACHMENT PATTERN

1'-0"5" 7"

W2 FLOOR DECK (G90 GALV)

ARC SPOT/SEAM WELDS OR POWER

ACTUATED FASTENER AT SUPPORTS,

BUTTON PUNCH OR ARC SEAM

WELDS @ 36" MAX AT SIDE LAPS

ARC SPOT/SEAM WELDS OR POWER

ACTUATED FASTENER AT SUPPORTS,

BUTTON PUNCH OR ARC SEAM

WELDS @ 36" MAX AT SIDE LAPS

ARC SPOT/SEAM WELDS OR POWER

ACTUATED FASTENER AT SUPPORTS, TYP

STEEL FLOOR DECK (G90 GALV)

w/CONCRETE TOPPING, FASTENING SCHEDULE SEE

#4@16"OC

EW

NOTE:

PROVIDE POWER ACTUATED

FASTENERS PER STEEL DECK

MANUFACTURER RECOMMENDATIONS.

SCALE: 3/4"=1'-0"

SECTION AT CONCRETE RAMP

A1

0 1' 2' 3'

B A

SCALE: 3/4"=1'-0"

SECTION AT CONCRETE RAMP

C1

0 1' 2' 3'

EXIST CONC

BEAM

EXIST CONC

SLAB

EXIST CONC

BEAM

EXIST CONC

SLAB

#4 DOWEL @16"OC EMBED 6"

IN 5/8"Ø DRILLED HOLE FILLED

w/EPOXY, TYP

6"

TYP

LAP 2'-0"

MIN

REMOVE PORTION OF EXIST

CONC SLAB AND BEAM

EXIST

COLUMN

BEYOND

EXIST WALL

EXIST FOOTING

BEYOND

EXIST FOOTING

BEYOND

EXIST FOOTING

EXIST SLAB

EXIST BEAM BEYOND

EXIST COLUMN BEYOND EXIST

COLUMN

BEYOND

CONC BEAM,

SEE

C5

S-506

SEE ARCH DWGS

STEEL FLOOR DECK

w/CONC TOPPING, SEE

A3

S-506

STEEL FLOOR DECK

w/CONC TOPPING, SEE

A3

S-506

STEEL FLOOR DECK

w/CONC TOPPING, SEE

A3

S-506

#4 DOWEL @16"OC

EMBED 6" IN 5/8"Ø

DRILLED HOLE

FILLED w/EPOXY, TYP

1'-4"

SCALE: 3/4"=1'-0"

CONCRETE BEAM DETAIL

C5

0 1' 2' 3'

3-#5 TOP CONT

3-#5 BOT CONT

#3 CLOSED

STIRRUPS @6"OC

LAP TOP BARS 3'-4"

LAP BOT BARS 2'-7"

#5 DOWELS @EA BAR EMBED 6"

IN 3/4"Ø DRILLED HOLE FILLED

w/EPOXY, TYP

EXIST COL

16"x16" CONC BEAM

SECTION

ELEVATION

#3 CLOSED STIRRUPS @6"OC

2"

GALV L4x4x1/4 WITH 5/8"Ø GALV

THREADED RODS EMBED 5"

@24"OC IN 3/4"Ø DRILLED HOLE

FILLED w/EPOXY, TYP

A1

S-506

A1

S-506

C

NOT TO SCALE

TYPICAL CONCRETE TOPPING REINFORCING

A3

NOTE:

CONTRACTOR TO AVOID DAMAGING EXISTING

REINFORCING STEEL BARS WHILE DRILLING

HOLES FOR POST-INSTALLED ANCHORS.

NOT TO SCALE

STEEL FLOOR DECK FASTENING DETAIL

B3

B3

S-506

S-506

E X

I S

T I N

G

B

U I L D

I N

G

F I R

O

T

A I L S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

6 7

SECTION AT DEPRESSED SLABS

C1

STEEL FLOOR DECK

w/CONC TOPPING, SEE

A3

S-506

L4x4x1/4 WITH 5/8"Ø

THREADED RODS EMBED 6"

@24"OC IN 3/4"Ø DRILLED

HOLE FILLED w/EPOXY, TYP

STEEL FLOOR DECK

w/CONC TOPPING, SEE

A3

S-506

PARTITION WALL,

SEE ARCH DWGS

EXIST CONC BEAM

REMOVE EXIST

CONC SLAB

REMOVE EXIST

CONC SLAB

PARTITION WALL,

SEE ARCH DWGS

PARTITION WALL,

SEE ARCH DWGS

EXIST CONC SLAB

EXIST CONC BEAM

EXIST CONC BEAM

SLOPE FLOOR,

SEE ARCH DWGS

SLOPE FLOOR,

SEE ARCH DWGS

ADDITIONAL TOPPING TO LEVEL FLOOR

#4 DOWEL @16"OC EMBED 6"

IN 1/2"Ø DRILLED HOLE FILLED

w/EPOXY, TYP

0 1' 2' 3'

NOTE:

CONTRACTOR TO AVOID DAMAGING EXISTING REINFORCING STEEL

BARS WHILE DRILLING HOLES FOR POST-INSTALLED ANCHORS.

EXIST SUSPENDED SLAB

HSS4x4x1/4 END POST, SEE ARCH FOR POST

HEIGHT

L6x4x1/4 LLV

WITH 2-5/8"

THRU-BOLTS

5/8"Ø THRU-BOLT

w/PLATE WASHER

BELOW SLAB

400T200-43 TOP TRACK

400T200-43 BOT TRACK

SCALE: 3/4"=1'-0"

INTERIOR WALL END POST DETAIL

A1

0 1' 2' 3'

#4 (V) @16"OC IN

5/8" Ø x3" HOLES

IN EXIST CONC,

FILL w/ EPOXY, TYP

NEW CONC

CURB, SEE

ARCH FOR

LOCATION

1-#3 (H)

NEW CONC

CURB

3-#3 (H)

#4 x @16"OC IN

5/8"Ø x3" HOLES IN EXIST

CONC, FILL w/ EPOXY

9"

PARTITION WALL,

SEE ARCH DWGS

NEW CONC

CURB, SEE

ARCH FOR

LOCATION

1-#3 (H)

NEW CONC CURB, SEE

ARCH FOR LOCATION

1-#3 (H)

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

S-507

E X

I S

T I N

G

B

U I L D

I N

G

F I R

O

T

A I L S

W A

A F

B

S d

EXIST COL

BEYOND

EXIST WALL

REMOVE EXIST

FLOOR SLAB

REMOVE EXIST

SLAB

6" CONC WALL

w/#4@12"OC

VERT & HORIZ

EXIST GRADE

EL=830.3'±

EXIST WALL

REMOVE EXIST

FLOOR SLAB

CONC FOOTING

GUARD RAILS,

SEE ARCH

DWGS

GUARD RAILS,

SEE ARCH

DWGS

REMOVE EXIST

FLOOR SLAB

REMOVE EXIST SLAB

EXIST WALL

EXIST SLAB

EXIST WALL

EXIST SLAB

EL=835.0±

BOF EL=829'-3"±

NOTES:

1. ELEVATIONS SHOWN ARE APPROXIMATE AND

WERE OBTAINED FROM EXISTING DRAWINGS

DATED DEC 19, 1930.

2. CONTRACTOR TO VERIFY ALL ELEVATIONS.

3. BOF: BOTTOM OF FOOTING

4. EL: ELEVATION

5. CONTRACTOR TO AVOID DAMAGING

EXISTING REINFORCING STEEL BARS WHILE

DRILLING HOLES FOR POST-INSTALLED

ANCHORS.

EL: 835.0±

EXIST BOF EL=829'-3"±

EXIST GRADE

EL: 829.7'±

NOTES:

1. ELEVATIONS SHOWN ARE APPROXIMATE AND

WERE OBTAINED FROM EXISTING DRAWINGS

DATED DEC 19, 1930.

2. CONTRACTOR TO VERIFY ALL ELEVATIONS.

3. BOF: BOTTOM OF FOOTING

4. EL: ELEVATION

5. CONTRACTOR TO AVOID DAMAGING

EXISTING REINFORCING STEEL BARS WHILE

DRILLING HOLES FOR POST-INSTALLED

ANCHORS.

1 1

B3

S-508

B1

S-508

SCALE: 3/4" = 1' - 0"

SECTION AT RAMP

A1

SCALE: 3/4" = 1' - 0"

SECTION AT RAMP

B1

SCALE: 3/4" = 1' - 0"

SECTION AT RAMP

B3

D E

EXIST COL

BEYOND

EXIST SLAB

EXIST

EXIST WALL

EXIST SLAB

EXIST BEAM

V A

R I E

S

0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3'

STEEL FLOOR DECK

w/CONC TOPPING, SEE

A3

S-506

2'-0"

STEEL FLOOR DECK

w/CONC TOPPING, SEE

E M

B E

D

M

I N

L4x4x1/4 WITH 5/8"Ø

THREADED RODS EMBED 6"

@24"OC IN 3/4"Ø DRILLED

HOLE FILLED w/EPOXY, TYP

#4 DOWEL @16"OC

EMBED 6" IN 1/2"Ø

DRILLED HOLE FILLED

w/EPOXY, TYP

L4x4x1/4 WITH 5/8"Ø

THREADED RODS EMBED 6"

@24"OC IN 3/4"Ø DRILLED

HOLE FILLED w/EPOXY, TYP

#4 DOWEL @16"OC EMBED 6"

IN 1/2"Ø DRILLED HOLE FILLED

w/EPOXY, TYP

2" TYP

2" TYP

E M

B E

D

M

I N

#4@12"OC EW

#4@12"OC EW

3-#5 CONT

#5@12"OC

EXIST BOF EL=828'-5"±

EXIST

BOF EL=828'-5"±

#4 CONT

#4 CONT

#4 DOWEL @16"OC

EMBED 6" IN 1/2"Ø

DRILLED HOLE FILLED

w/EPOXY, TYP

#4 DOWEL @16"OC

EMBED 6" IN 1/2"Ø

DRILLED HOLE FILLED

w/EPOXY, TYP

A3

S-506

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

S-508

E X

I S

T I N

G

B

U I L D

I N

G

I N

T E

R I O

R

L O

A D

I N

G

A

R E

A

C O

N C

R E

M

P

D

E T

A I L S

W A

A F

B

S d

SECTION AT RAMP

C1

0 1' 2' 3'

SCALE: 3/4"=1'-0"

SECTION AT RAMP

C3

0 1' 2' 3'

SCALE: 3/4"=1'-0"

SECTION AT RAMP

A1

0 1' 2' 3'

C3

S-509

C1

S-509

H

EXIST COLUMN

BEYOND

EXIST WALL

EXIST WALL

EXIST FOOTING

H

EXIST SUSPENDED SLAB

EXIST COLUMN

BEYOND

EXIST WALL

EXIST WALL

EXIST FOOTING

#4@12"OC, TYP

4" THK GRAVEL

CUSION

GALV PIPE 2 STD

GUARD RAILS,

SEE ARCH DWGS

6" THK CONC RAMP

SLAB w/#4@12"OC EW

4" THK GRAVEL

CUSION

6" THK CONC RAMP

SLAB w/#4@12"OC EW

8"

TYP

1-#4, TYP

EXIST

EXIST

6" THK CONC RAMP

SLAB w/#4@12"OC EW

ACCESS FLOOR

EXIST SUSPENDED SLAB

ACCESS FLOOR

E M

B E

D

M

I N

#4 CONT

GALV PIPE 2 STD

GUARD RAILS,

SEE ARCH DWGS

E M

B E

D

M

I N

#4 CONT

2" TYP

2" TYP

#4 CONT

#4 CONT

8"

T

Y P

T Y

P

1'-0"

#4@12"OC, TYP

ADD CONC w/#4 VERT @12'OC

AND 2-#4 CONT HORIZ WHERE

GAP OCCURS

#4 DOWEL @16"OC

EMBED 6" IN 1/2"Ø

DRILLED HOLE FILLED

w/EPOXY, TYP

#4 DOWEL @16"OC

EMBED 6" IN 1/2"Ø

DRILLED HOLE FILLED

w/EPOXY, TYP

1/2" PREMOLDED JOINT FILER

w/ELASTOMERIC SEALANT

1/2" PREMOLDED JOINT FILER

w/ELASTOMERIC SEALANT

S-509

E X

I S

T I N

G

B

U I L D

I N

G

E X

T E

R I O

R

C

O N

C R

E T

E

R

A M

P

D

E T

A I L

S

W A

A F

B

S d g n

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

242EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

J S

U

J S

U G

S S

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

EXIST WINDOW OPENING ELEVATION - RETROFIT DETAILS

A1

SCALE: 3/4"=1'-0"

WINDOW OPENING RETROFIT SECTION

A4

A4

S-510

HSS4x4x1/4, TYP

EXIST

EXIST BEYOND

EXIST WALL

EXIST

EXIST

BLAST RESISTANT WINDOW,

SEE ARCH DWGS

HSS6x4x5/16, COPE TOP

AS…