S-001 D/Shared... · planned change in type, ... b. basic safety earthquake 2 ... ufc 3-301-01, "structural engineering" ufc 1-200-01,"general building requirements"

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project documents within the scope of their employment as required by ER 1110-1-8152.The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

of Engineers

US Army Corps

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WORK POINT

WELDED WIRE MESH

VERTICAL

UNLESS OTHERWISE NOTED

TYPICAL

TRANSVERSE

TOP OF CONCRETE

TOP OF

THICK

STEEL

STANDARD

SPACES

SIMILAR

REINFORCING

PREMOLDED JOINT FILLER

POUNDS PER SQUARE INCH

PLATE

PASCAL

OPPOSITE

ON CENTER

NOT TO SCALE

NON-FROST SUSCEPTIBLE MATERIAL

MEGAPASCAL

MEAN SEA LEVEL

MINIMUM

MANUFACTURER

MECHANICAL

MAXIMUM

LONGITUDINAL

LONG LEG VERTICAL

LONG LEG HORIZONTAL

KIPS PER SQUARE INCH

KILONEWTONS

IN ACCORDANCE WITH

HORIZONTAL

GENERAL STRUCTURAL NOTE

GRADE

GALVANIZED

GAGE

FOOTING

EQUAL

ELEVATION

EXPANSION JOINT

EACH

EACH WAY

EACH FACE

DRAWING

DITTO (REPEAT)

DIAMETER

DOWELED CONSTRUCTION JOINT

CAPILLARY WATERBARRIER

CENTERED

CONSTRUCTION JOINT

COORDINATE

CONTINUOUS

CONNECTION

CONCRETE

COLUMN

CLEARANCE

CONTROL JOINT

CAST-IN-PLACE

CENTERLINE

BEARING

BOTTOM

BALANCE

ARCHITECTURAL

APPROXIMATELY

ALTERNATE

ANCHOR BOLT

GENERAL NOTESREMOVAL AND RELOCATION WORKDEMOLITION DESIGN CRITERIA ABBREVIATIONS

FOUNDATION

CONCRETE

C

1.0

130 MPH

II

4,000 PSIFOUNDATIONF.

4,000 PSISHOTCRETEE.

3,000 PSIALL OTHER CONCRETED.

4,000 PSISUSPENDED SLABS & BEAMSC.

4,000 PSICOLUMNSB.

4,000 PSISLAB ON GRADEA.

HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL 3.

REVIEW.CONTRACTING OFFICER FOR

BY A QUALIFIED TESTING LABORATORY AND SHALL BE SUBMITTED TO THE

CONCRETE MIXES SHALL BE DESIGNED TO ASTM C-150 TYPE I OR II.

HARD ROCK TYPE (150#/CU, FT) PORTLAND CEMENT SHALL CONFORM

ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE NORMAL WEIGHT 2.

INSTITUTE ACI 318

CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE 1.

W.P.

W.W.M.

VERT

U.O.N.

TYP

TRANS

TOC

T.O.

THK

STL

STD

SPA

SIM

REINF

PJF

PSI

Pa

OPP

OC

N.T.S.

N.S.F.M.

MPa

M.S.L.

MIN

MFR

MECH'L

MAX

LONG.

LLV

LLH

KSI

kN

I.A.W.

HORIZ

GSN

GR.

GALV

GA

FTG

EQ

EL

EJ

EA

E.W.

E.F.

DWG

DO

DIA

DCJ

CWB

CTRD

CSJ

COORD

CONT

CONN

CONC

COL.

CLR

CJ

CIP

L

BRG

BOT

BAL

ARCH

APPROX

ALT

A.B.

C

ORIGINAL CONDITION AT THE CONTRACTORS OWN EXPENSE.

PLANS SHALL BE RECONSTRUCTED, REPLACED OR RESTORED TO THE

OTHERWISE DISTURBED TO ACCOMPLISH THIS WORK CALLED FOR ON THE

ANY PORTION OF THE EXISTING UTILITIES THAT MUST BE REMOVED OR5.

PART OF THE WORK ACCEPTABLE TO THE CONTRACTING OFFICER.

ITEMS, PATCH AND RESTORE SURROUNDING SURFACES AS REQUIRED AS

PERFORMED. THE CONTRACTOR SHALL ALSO INSTALL ANY OR ALL OF THE

THAT ANY EXISTING ITEM IS NOT DAMAGED WHEN FUTURE WORK IS

NECESSARY SO THAT FUTURE WORK CAN BE PERFORMED AND ALSO, SO

THE CONTRACTOR SHALL REMOVE EXISTING ITEMS AS DEEMED4.

DAMAGE TO EXISTING ITEMS AND FEATURES REMAINING IN PLACE.

ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO INSURE AGAINST3.

WITHOUT ADDITIONAL COST TO THE GOVERNMENT.

EXTENT THAT CONSTRUCTION CAN BE PERFORMED AND COMPLETED

ETC. SHALL BE COMPLETE AND INCLUDE ALL RELATED ITEMS TO THE

THE REMOVAL NOR DEMOLITION OF MATERIALS, ACCESSORIES, FIXTURES,

TO BID) TO DETERMINE THE EXTENT OF ALL REQUIRED DEMOLITION WORK.

THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS (PRIOR2.

PLUMBING AND ELECTRICAL DRAWINGS FOR DEMOLITION DRAWINGS.

REQUIRED DEMOLITION AND REMOVAL WORK. SEE ARCHITECTURAL

THE CONSTRUCTION DRAWINGS INDICATE THE GENERAL EXTENT OF1.

INDICATED ON THE PLANS.

ADDITIONAL LAYER OF CONCRETE. FRP, NEW STEEL BEAMS, etc...) AS

CONCRETE STRENGTHENING MATERIAL (i.e. NEW SHOTCRETE, NEW

PLASTER OR ARCHITECTURAL COVERING PRIOR TO INSTALLING

BEAMS OR SLABS, THE CONTRACTOR SHALL REMOVE ANY EXISTING

ANY WORK THAT INVOLVES STRENGTHENING OF EXIST CONCRETE WALLS, 6.

SPECIFICATIONS FOR RESPONSIBILITY OF BRACING DESIGN.

SUSPENDED EQUIPMENT WITH APPROVED LATERAL OR SWAY BRACING. SEE

SHALL BE APPROVED BY ICC OR EQUIVALENT TESTING PROCEDURES. PROVIDE

FASTENERS AND OTHER ELEMENTS PROVIDING STABILITY FOR COMPONENTS

SEE DESIGN CRITERIA FOR SEISMIC DESIGN CATEGORY. ISOLATORS,

SUPPORTS AND ATTACHMENTS SHALL CONFORM WITH ASCE 7, CHAPTER 13.

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS, 9.

OFFICER BEFORE PROCEEDING WITH THE WORK.

WRITTEN NOTIFICATION OF ANY DISCREPANCIES TO THE CONTRACTING

BE FIELD VERIFIED BY THE CONTRACTOR BEFORE WORK IS BEGUN. PROVIDE

EXISTING CONDITIONS ARE FOR GENERAL INFORMATION ONLY AND SHALL 8.

DETAILS OF THE STRUCTURAL DRAWINGS.

DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR 7.

CONTRACTING OFFICER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED.

CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE

DRAWINGS, SPECIFICATIONS, BUILDING CODES, OR STANDARDS,

WHERE DISCREPANCIES, OMISSIONS AND/OR CONFLICTS ARISE BETWEEN6.

THE REQUIREMENTS OF ACI 318-11 SECTION 6.3.

CONDUITS AND PIPES TO BE EMBEDDED IN CONCRETE SHALL SATISFY D.

NOTIFICATION OF THE CONTRACTING OFFICER.

STRUCTURAL DRAWINGS SHALL NOT BE PLACED WITHOUT WRITTEN

OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN C.

PIPE SLEEVES.

AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND

SEE MECHANICAL, PLUMBING AND ELECTRICAL, DRAWINGS FOR SIZE B.

FLOOR AND WALL OPENINGS.

SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL A.

DRAWING AND/OR SUPPLIER BEFORE CONSTRUCTION.

FOR INFORMATION ONLY AND SHALL BE VERIFIED WITH THE APPROPRIATE

OPENING SIZES AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE 5.

PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER.

SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR

PRIOR TO FABRICATION SHOP, DRAWINGS REQUIRED BY THE 4.

PROCEEDING WITH THE WORK.

ATTENTION OF THE CONTRACTING OFFICER AND BE RESOLVED BEFORE

EXISTING STRUCTURES. ALL DISCREPANCIES SHALL BE CALLED TO

THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS INCLUDING

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING 3.

OF HIS/HER OBLIGATIONS, DUTIES AND RESPONSIBILITIES.

INCLUDE INSPECTION OF THE ABOVE ITEMS NOR RELIEVE THE CONTRACTOR

TO THE SITE BY THE CONTRACTING OFFICER AND GOVERNMENT A/E SHALL NOT

ENGINEER HIRED AND PAID FOR BY THE CONTRACTOR. OBSERVATIONS VISITS

BRACING SYSTEMS SHALL BE DESIGNED BY A LICENSED STRUCTURAL

CONSTRUCTION EQUIPMENT, WIND AND SEISMIC LOADING. ALL SHORING AND

BUT NOT BE LIMITED TO BRACING. SHORING FOR LOADS DUE TO

THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE

BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT

DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL

THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND 2.

BUILDING CODE 2012 EDITION.

CONFORM TO THE DRAWING SPECIFICATIONS, AND THE INTERNATIONAL

ALL MATERIALS AND WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL 1.

15 PSF

50 PSF

100 PSF

250 PSF

125 PSF

100 PSF

125 PSF

20 PSF

100 PSF

40 PSF

TO THE CONTRACTING OFFICER PRIOR TO ANY ACTION.

PLANNED CHANGE IN TYPE, SIZE, LOCATION OR NUMBER OF EQUIPMENT

WEIGHTS ON CONCRETE PADS, WHERE INDICATED. REPORT ANY

EQUIPMENT AS INDICATED ON MECHANICAL DRAWINGS, INCLUDING

LOADING OF MECHANICAL ROOMS ARE BASED ON WEIGHTS OF ASSUMEDC.

EQUIPMENT. PLACE VIBRATORY EQUIPMENT ON VIBRATION ISOLATORS.

STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATORY B.

IMPACT PER IBC 1607.9.

WHERE APPLICABLE, EQUIPMENT LOADS HAVE BEEN INCREASED FORA.

EQUIPMENT LOADS:6.

LINEAR STATIC PROCEDUREANALYSIS PROCEDURE:E.

C2: CONCRETE SHEAR WALLS WITH STIFF DIAPHRAGMBUILDING TYPE: D.

DSITE CLASS:C.

1-SEC PERIOD -------------------------0.166gii.

SHORT PERIOD------------------------0.591gi.

BASIC SAFETY EARTHQUAKE 2 (BSE-2: 2% EXCEEDANCE IN 50 YR):B.

1-SEC PERIOD -------------------------0.075gii.

SHORT PERIOD------------------------0.274gi.

BASIC SAFETY EARTHQUAKE 1 (BSE-1: 10% EXCEEDANCE IN 50 YR):A.

5. EARTHQUAKE DATA FOR EVALUATION AND RETROFIT PER ASCE 41:

WIND EXPOSURE:--------------------------------------------------------D.

IMPORTANCE FACTOR:------------------------------------------------C.

BASIC WIND SPEED:----------------------------------------------------B.

RISK CATEGORY:--------------------------------------------------------A.

WIND DATA PER ASCE 7-10:4.

PARTITIONS-----------------------------------------------------------------J.

OFFICE------------------------------------------------------------------------I.

GYMNASIUM---------------------------------------------------------------H.

HEAVY STORAGE (SECURE DOCUMENT ROOMS)----------G.

LIGHT STORAGE---------------------------------------------------------F.

LANAI-------------------------------------------------------------------------E.

MECHANICAL EQUIPMENT ROOM, GENERAL-----------------D.

ROOF LIVE LOAD:--------------------------------------------------------C.

CORRIDORS, STAIRS AND EXITS:---------------------------------B.

----------------------------------------------------------------BARRACKS:A.

FLOOR LIVE LOAD3.

UFC 4-010-01, "DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS"

UFC 3-310-04, "SEISMIC DESIGN FOR BUILDINGS"

UFC 3-301-01, "STRUCTURAL ENGINEERING"

UFC 1-200-01,"GENERAL BUILDING REQUIREMENTS"

FOLLOWING GOVERNMENT STANDARDS:

THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE2.

INTERNATIONAL BUILDING CODE (IBC) 2012

THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE1.

DSITE CLASS

54 PCFACTIVE PRESSURE, RESTRAINED

34 PCFACTIVE PRESSURE, UNRESTRAINED

350 PCF PASSIVE PRESSURE

0.4COEFFICIENT OF FRICTION

(1/3 TRANSIENT INCREASE)NEW FOUNDATIONS

4,000 PSF ALLOWABLE BEARING PRESSURE,

2. GEOTECHNICAL DESIGN PARAMETERS:

THE GEOTECHNICAL REPORT.

AND COMPACTION SHALL COMPLY WITH THE RECOMMENDATIONS OF

DATED JULY 1, 2015. INCLUDING MATERIALS, EXCAVATION, BACKFILL

ENGINEERING EXPLORATION PREPARED BY GEOLABS,

FOUNDATION DESIGN IS IN ACCORDANCE WITH THE GEOTECHNICAL 1.

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CONCRETE (CONTINUE) REINFORCING STEEL STRUCTURAL STEEL

FIBER WRAP

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.5.

OF EXISTING CONCRETE f'c=4,000 PSI.

DESIGNS SHALL BE BASED ON AN ASSUMED COMPRESSIVE STRENGTH 4.

FIBER WRAP SYSTEM SHALL CONFORM TO ACI 440.2R.3.

DEMANDS THAT FIBER WRAP SYSTEM MUST RESIST AS A MINIMUM.

STRUCTURAL DRAWINGS PROVIDE LOCATIONS AND FORCE 2.

REVIEW AND COMMENT.

DESIGN ENGINEER SHALL BE PROVIDED TO CONTRACTING OFFICER FOR

CALCULATIONS AND SHOP DRAWINGS STAMPED AND SIGNED FIBER WRAP

AND SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER.

FIBER WRAP STRENGTHENING SHALL BE PROVIDED BY THE CONTRACTOR 1.

STEEL DECK

HAVE TOUCH-UP.

RECOMMENDATIONS, UPON COMPLETION OF ERECTION, ALL WELDS SHALL

INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S

SHALL BE ATTACHED TO ALL SUPPORTING STEEL MEMBERS BY WELDING AS

5. MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2". SHEETS

TO ASTM A653 G90.

4. MINIMUM REQUIRED FINISH IS GALVANIZED COATING CONFORMING

ASTM A653-SS GR33.

SHEETS HAVING A MINIMUM YIELD POINT OF 33 KSI AND CONFORMING TO

3. DECKING AND ALL ACCESSORIES SHALL BE FORMED FROM STEEL

0.346 IN /FTMIN SECTION MODULES (- S)

0.341 IN /FTMIN SECTION MODULES (+S)

0.406 IN /FTMIN MOMENT OF INERTIA (I)

2 INMIN DEPTH

20GAUGE

(PER 3'-0" WIDE PANEL)

2. METAL DECK SHALL HAVE THE MINIMUM SECTION PROPERTIES

INSTITUTE SPECIFICATIONS.

SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK

1. THE MANUFACTURE, DETAILING, AND ERECTION OF STEEL ROOF DECK

4

3

3

STEEL" OF THE AMERICAN WELDING SOCIETY.

CONFORM TO AWS D1.4 "AWA STRUCTURAL WELDING CODE - REINFORCING

SHOWN ON THE DRAWINGS. WELDING OF REINFORCING STEEL SHALL

WELDING OF REINFORCING STEEL IS NOT PERMITTED UNLESS OTHERWISE 14.

FABRICATE FROM REVIEWED DRAWINGS ONLY.

FOR CONTRACTING OFFICER'S REVIEW PRIOR TO FABRICATION.

CONTRACTOR SHALL SUBMIT REINFORCING BAR LAYOUTS AND DETAILS 13.

PROJECT DRAWINGS AND SPECIFICATIONS.

WITH THE "ACI DETAILING MANUAL - 2004" (SP-66) AS MODIFIED BY THE

REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE 12.

REINFORCING BAR BENDS SHALL BE MADE COLD.11.

SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED.

ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS ARE TO BE 10.

WITH ACI 318, SECTION 7.2.

MINIMUM REINFORCING BEND DIAMETERS SHALL COMPLY 9.

WITH ACI 318, SECTION 7.1.

STANDARD HOOKS ON REINFORCING BARS USED SHALL COMPLY 8.

OF THE SPECIFIED MINIMUM YIELD STRENGTH OF REINFORCING BARS.

MECHANICAL SPLICE CONNECTORS SHALL DEVELOP IN TENSON 125 PERCENT 7.

UNLESS OTHERWISE NOTED.

PROVIDE LAP SPLICE LENGTH PER TYPICAL DETAILS AND SCHEDULE,

REINFORCING STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. 6.

OTHERWISE NOTED.

OF A MASONRY UNIT SHALL BE NOT LESS THAN 1/2 INCH, UNLESS

CLEAR DISTANCE BETWEEN THE SURFACE OF A BAR AND ANY SURFACE 5.

SPIRALS

PRIMARY REINFORCEMENT, TIES, STIRRUPS,-------------1.5"i.

BEAMS, COLUMNS:b

NO. 11 BAR AND SMALLER-----------------------------------------0.75"i.

SLABS, WALL, JOIST:a.

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

NO. 5 BAR, W31 WIRE, AND SMALLER------------------------------1.5"a.

CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHERB.

AND PERMANENTLY EXPOSED TO EARTH------------------------------3"

CONCRETE CAST AGAINSTA.

FOLLOWS, UNLESS OTHERWISE NOTED:

CLEAR CONCRETE COVER FOR REINFORCING BARS SHALL BE AS 4.

CONFORMING TO ASTM A1064.

WELDED WIRE MESH REINFORCEMENT SHALL BE GALVANIZED 3.

CONFORMING TO ASTM A706.

WELDED REINFORCING STEEL SHALL BE LOW-ALLOY DEFORMED BARS 2.

ASTM A615, GRADE 60.

REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO 1.

WITH fc= 5,000 PSI. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

CONCRETE WALLS, ETC, SHALL BE NON-SHRINK, NON-STAINING,

ALL GROUT (OR DRYPACK) BELOW BASE PLATES, BEAMS BEARING ON 8.

GALVANIZED PER ASTM A153.

BOLTS AND ANCHOR RODS EXPOSED TO WEATHER SHALL BE HOT-DIPPED

APPLIED PAINT CONTAINING ZINC DUST COMPLYING WITH ASTM A780. ALL

ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH

SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123 AFTER FABRICATION.

STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO WEATHER 7.

ANCHOR RODS SHALL NOT BE ALLOWED.

HOLES, CUTTING OF STEEL AND HEATING AND BENDING OF STEEL OR

FIELD MODIFICATIONS OF STRUCTURAL STEEL SUCH AS THE BURNING OF 6.

BE ALLOWED UNLESS APPROVED BY CONTRACTING OFFICER.

THE SPLICING OF STRUCTURAL STEEL WHERE NOT INDICATED SHALL NOT 5.

SHALL CONSIDER CAMBER LOSS DUE TO SHIPPING AND HANDLING.

DRAWINGS SHALL BE AS DELIVERED TO THE JOB SITE. CONTRACTOR

CAMBER UPWARDS, UNLESS NOTED OTHERWISE. CAMBER INDICATED ON

CAMBER: ALL MEMBERS SHALL BE ERECTED WITH NATURAL OF INDUCED 4.

BARS - IN ACCORDANCE WITH AWS D1.1.

AUTOMATICALLY END WELD HEADED STUDS AND DEFORMED E.

AND RUSTED SHOP PAINT WITH SAME PAINT USED IN SHOP.

TOUCH UP FIELD WELDS AND CONNECTIONS AS WELL AS ABRADED D.

OF THE PARTS JOINED.

MAXIMUM OR LESS THEN THE AISC MINIMUM BASED ON THE THICKNESS

CONTINUOUS 3/16" FILLET WELDS, BUT NOT GREATER THAN THE AISC

WHERE NOT INDICATED ON DRAWINGS, ALL WELDS SHALL BE C.

ELECTRODES ON ASTM A572 AND A992 STEEL.

MATERIAL PER TABLE 3.1 AWS D1.1 USE ONLY LOW-HYDROGEN

ELECTRODES, WELDING SHALL BE DONE USING MATCHING FILLER

CONFORMANCE WITH AWS D1.1, U.N.O. ALL WELDS SHALL BE E70XX

WELDED CONNECTION-PERFORMED BY AWS CERTIFIED WELDERS IN B.

FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.

OTHERWISE, CONNECTIONS SHALL CONFORM WITH RCSC SPECIFICATION

HOLES (1/16" LARGER THAN NOMINAL BOLT DIAMETER), UNLESS NOTED

TENSION CONTROL BOLTS) ALL BOLT HOLES IN STEEL SHALL BE STANDARD

CRITICAL (SC) USE A325-SC BOLTS WITH LOAD-INDICATION WASHERS OR

NOTED OTHERWISE. (WHERE CONNECTIONS ARE NOTED AS SLIP

BOLTED CONNECTIONS- ASTM A325-N WITH SNUG-TIGHT JOINT, UNLESS A.

EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION AND THE FOLLOWING:

CONNECTIONS OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST 3.

ASTM A108, TYPE BHEADED STUDSF.

ASTM A325HIGH STENGTH BOLTSE.

ASTM F1554,GRADE 36ANCHOR RODS (GALVANIZED)D.

ASTM A500, GRADE BHOLLOW STRUCTURAL SECTIONS (HSS)C.

& PLATES

ASTM A36STRUCTURAL STEEL CHANNELS, ANGLES, B.

ASTM A992STRUCTURAL STEEL WIDE FLANGEA.

FOLLOWING STANDARD SPECIFICATIONS, LATEST EDITION:

STRUCTURAL STEEL MATERIALS SHALL CONFORM TO ONE OF THE2.

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."

ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN,

STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN1.

ULTIMATE TENSILE STRENGTH OF 48 KIPS (#5 2,000 PSI, 9" EMBEDMENT).

APPROVED EQUAL ADHESIVE SHALL MEET ASTM C881 AND HAVE AN

EPOXY ADHESIVE SHALL BE SIMPSON SET, HILTI HIT HY-200, OR 16.

STRENGTH.

UNTIL CONCRETE HAS ACHIVED ITS 28 DAY DESIGN COMPRESSIVE

STRUCTURAL ELEMENTS THAT SUPPORT WEIGHT OF CONCRETE IN PLACE

LEAVE FORMWORK FOR BEAM SOFFITS, JOISTS, SLABS, AND OTHER 15.

OF 3,000 PSI IN 1 DAY AND 5,000 PSI IN 28 DAYS.

CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH

NON-SHRINK GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, 14.

SPECIFIED ON THE STRUCTURAL DRAWINGS.

REGLETS, FINISHES AND OTHER NON-STRUCTURAL ITEMS NOT SHOWN OR

SEE ARCHITECTURAL DRAWINGS FOR CHAMFERS, EDGE RADII, DRIPS, 13.

MINIMUM AMPLITUDE OF 1/4".

ALL ROUGHENED SURFACES IN CONCRETE SHALL BE MADE WITH A 12.

SHALL NOT BE USED.

CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS 11.

SPECIFYING CONCRETE POURS IN UPCOMING THREE WEEKS.

CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER A SCHEDULE10.

BEFORE USE.

ARCHITECTURAL FINISH SHALL BE APPROVED BY THE FINISH SUPPLIER

CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE AN 9.

SHOWN ON THE DRAWINGS.

NOTIFY THE CONTRACTING OFFICER IN ADVANCE OF CONDITIONS NOT

CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN.

CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY

PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN 8.

SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS 7.

NOT EXCEED 3/8".

MAXIMUM AGGREGATE SIZE IN CONCRETE TOPPING AND RAMPS SHALL 6.

REINFORCEMENT.

OR OTHER SUBTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL

INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS

WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM 5.

OFFICER FOR REVIEW PRIOR TO CONSTRUCTION.

WHERE MIX IS USED. MIX DESIGN SHALL BE SUBMITTED TO CONTRACTING

CONCRETE MIX DESIGN SUBMITTAL SHALL STATE LOCATION OF STRUCTURE 4.

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STATEMENT OF SPECIAL INSPECTION

INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL INFORMATION.

SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE

SECTION 1704.2.4 SUBMITTED TO THE CONTRACTING OFFICER AND cc CONTRACTOR FOR EACH DAY

INSPECTIONS AND TESTING IN ACCORDANCE WITH CHAPTER 17 OF THE IBC WITH REPORTS PER IBC

CONTRACTOR SHALL HIRE A QUALIFIED INSPECTION AND TESTING AGENCY TO PERFORM SPECIAL 1.

ELECTRICAL COMPONENTS

ALL OTHER MECHANICAL AND

(Ip=1.5 PER ASCE 7-10 SECTION 13.1.3)

SPRINKLER SYSTEMS,

INSTALLATION AND ANCHORAGE OF

(Ip=1.5 PER ASCE 7-10 SECTION 13.1.3)

EVACUATION FANS

INCLUDING SMOKE

LIFE SAFETY COMPONENTS

SUSPENDED CEILINGS

ARCH, MECH, & ELEC ITEMS

EPOXY GROUTED INSTALLATIONS

EXPANSION BOLTS & INSERTS

CONCRETE PLACEMENT

HARDENED CONCRETE

ANCHORS INSTALLED IN

ANCHOR BOLT PLACEMENT

REINFORCING PLACEMENT

CONCRETE

(INCL. METAL DECKING)

SHOP AND FIELD WELDING

FABRICATION PROCEDURES

AND ERECTION

STRUCTURAL STEEL FABRICATION

STRUCTURAL ITEMS

ASCE 7-10 SECTION 13.6

ASCE 7-10 SECTION 13.6 AND IBC 1705.12.3

ASCE 7-10 SECTION 13.6 AND IBC 1705.12.3

ASCE 7-10 SECTION 13.5.6

ASCE 7-10 CHAPTER 13

SEISMIC DESIGN REQUIREMENTS

DEPTH AND HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS

CONTINUOUS INCLUDING INSPECTION OF EMBEDMENT

WITH APPROVED ICC-ES REPORTS

CONTINUOUS INCLUDING TORQUE TESTS IN ACCORDANCE

CONTINUOUS

PERIODIC

PERIODIC AND PRIOR TO ALL CONCRETE POURS

PERIODIC AND PRIOR TO ALL CONCRETE POURS

PER IBC TABLE 1705.2.2 ITEM 2a)

CONTINUOUS (PERIODIC FOR ITEMS EXCEPTED

PERIODIC

SPECIAL INSPECTION FREQUENCY

NOT REQUIRED

REQUIRED (IBC 1705.11.4 & 1705.11.6)

ON COMPONENT (IBC 1705.11.4)

CERTIFICATE OF COMPLIANCE LABEL

REQUIRED FOR VERIFICATION OF

ASCE 7 13.5.6.2.2 AS REQUIRED

INSPECTIONS PER IBC SECTION 110 AND

AS SPECIFIED PER IBC CHAPTER 17

PERIODIC SPECIAL INSPECTION

TABLE 1705.3 ITEM 5, 6 & 7

TABLE 1705.3 ITEM 4

TABLE 1705.3 ITEM 3

TABLE 1705.3 ITEM 1

1705.12.2, AISC 360-10 & AISC 341-10

1705.2.2.1, TABLE 1705.2.2 ITEM 2a,

& AISC 360-10

1704.2.5.1 TABLE 1705.2.2 ITEM 1

IBC REFERENCE

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MECH'L WALL OPENING DOOR OPENING COMBINED WINDOW-DOOR OPENING WINDOW OPENING

PIER SECTION

OPENOPENOPENOPEN

REINFORCING)

2'-0" USE NORMAL HORIZ.

PIER WIDTH EXCEEDS

TIES @ 6" OC (WHEN

#3 TIES AND CROSS -

NOTE:

SEE ARCH/MECH DRAWINGS FOR ROUGH OPENING

SIZES AND ELEVATIONS

C

PIER WIDTH

L

TY

P2'-0"

H

CORNER, EA FACE

DIAGONAL EA

(2)#4 x 4'-0"

TYP2'-0"

D

SILL REINF. PER DETAILSPER DETAILS

SILL REINF.

TOP OF SLAB

CORNER, EA FACE

DIAGONAL EA

(2)#4 x 4'-0"

D1TYPICAL CONCRETE OR SHOTCRETE WALL OPENING REINFORCING1/4"=1'-0"

(SEE NOTE 1)

OF OPENING

REINF. EA. SIDE

RECTANGULAR OPENINGS WITH L or H > 12"x12"

CIRCULAR WITH D>12"

(SEE NOTE 3)2'-0" TYP

(SEE NOTE 4)

(2)#4 x (D+32") DIAGONAL

(4) SIDES, EA FACE

"A"

"B"

HEADER

REINFORCING

SEE NOTE 2

SEE NOTE 2

REINFORCING

HEADER

OPENINGWIDTH OF

OPENINGWIDTH OF

OPENINGWIDTH OF

OPENINGWIDTH OF

"A"

"B"

OPENINGWIDTH OF

"A"

"B"HEIGHT U.O.N.)

AT JAMBS (FULL

VERTS

H1

OPENINGS

PIER IS ADJACENT TO DOOR

VERTS. FULL HEIGHT WHEN

LESS IN WIDTH) - EXTEND

PIER (OMIT AT PIERS 1'-0" OR

(1) #4 EA. FACE AT L OF

VERTS AT JAMBS PER DETAIL(SEE NOTE 3)

BELOW PER DETAILS

OR WALL DOWELS

MATCH FOOTING

PLAN

CORNER

PLAN

INTERSECTION

A1AT CORNERS AND INTERSECTIONSTYP. REINFORCING

NOT TO SCALE

SINGLE LAYER

LINTEL AND TOP OF WALL

DOUBLE LAYER

PLAN-JAMB OR END OF WALL

DOUBLE LAYERSINGLE LAYER

VE

RT L

AP

SP

LIC

E

U BARS

TO MATCH

WALL REINF

TYP

TOP OF WALL

STD HOOK

TYP WALL

REINF

LINTEL REINF

TYP WALL

REINF

HORIZ LAP

SPLICE

(2) #5 MIN

TYP WALL

REINFSTD HOOK

(2) #5 MIN

SAME SIZE &

SPACING AS

HORIZ BARS

(2) #5 MIN

SECTION "A" SECTION "B"

3. WHERE EXTENSION IS NOT POSSIBLE EXTEND AS FAR

AS POSSIBLE AND HOOK, TYP.

4. DOWELS NOT REQUIRED TO FOOTING OR WALL

BELOW WHEN H1 < 8'-0"

NOTES:

1. VERTICAL & HORIZONTAL BARS INTERRUPTED BY

OPENINGS. SHALL BE REPLACED BY ADDITIONAL

REINFORCING EQUAL TO THAT INTERRUPTED. PLACE

HALF OF ADDITIONAL REINFORCING ON EACH SIDE OF

THE OPENING, (2) #5 MIN EACH SIDE (3" CC)

2. HEADER REINFORCING:

(2) #5 BARS 4'-3" LONGER THAN OPENING 5'-0" OR LESS

(2) #6 BARS 5'-0" LONGER THAN OPENING 5'-1" TO 7'-0"

(2) #7 BARS 5'-9" LONGER THAN OPENING 7'-1" TO 9'-0"

1'-6"

2'-0"

TY

P

2'-0" TYP

(2)#4 VERT TYP. U.O.N.

((2) #5 VERT AT INTERIOR

WALLS)

(4)#4 VERT TYP. U.O.N.

((4) #5 VERT AT INTERIOR

WALLS)

PLAN

CORNER

2'-0"

TY

P

2'-0" TYP

ADDED VERT. BAR TO

MATCH WALL VERT. REINF

SINGLE LAYERDOUBLE LAYER

SLAB

EXIST CONC

EXIST REBAR

HOLES SOLID.

REINF 1/2" MIN AND GROUT

(E) HORIZ. REINF BURN OFF (E)

A3TERMINATION DETAILTYPICAL REBAR

NOT TO SCALE

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B2SCHEDULEDRILL AND EPOXY DOWEL

NOT TO SCALEB1SPLICE TABLETYPICAL SLAB & WALL BAR

NOT TO SCALE

C1STANDARD HOOK FOR BARS, STIRRUPS, & TIESNOT TO SCALE

#3 1/2" 8" 8" 8"

#4 5/8" 10" 10" 10"

#5 3/4" 12" 12" 12"

#6 7/8" 15" 15" 15"

#7 1" 20" 18" 16"

#8 1-1/8" 28" 24" 22"

#9 1-1/4" 36" 32" 28"

EPOXY GROUTED BARS

HOLE DEPTH - CONCRETE f"c

3000 PSI 4000 PSI 5000 PSI

DRILL BIT

(MIN) DIA

BAR

SIZE

NOTES:

1. SEE STRUCTURAL SPECIFICATIONS FOR EPOXY PRODUCTS TO BE USED.

2. FOR #3, #4 & #5 BARS SPACED 6" CC OR WIDER, HOLE DEPTH MAY BE

REDUCED 20%.

3. THIS DETAIL SHALL BE USED ONLY WITH THE SPECIFIC APPROVAL OF THE

CONTRACTING OFFICER.

4. PROBE FOR EXISTING REINFORCEMENT BEFORE DRILLING HOLE. DO NOT

CUT EXISTING REINFORCEMENT.

5. CLEAN HOLES OF ALL DUST WITH MOTOR DRIVEN COMPRESSED AIR AND

WIRE BRUSH PRIOR TO GROUTING.

6. ALL DOWELS SHALL HAVE SPECIAL INSPECTION.

7. USE NON-SHRINK GROUT WHERE DIRECTED BY THE CONTRACTING

OFFICER.

f'C 4000 PSI 5000 PSI

#3 13 17 12 16 12 16

#4 21 28 18 24 17 22

#5 31 41 27 35 24 32

#6 43 56 37 48 33 43

#7 69 90 60 78 53 69

#8 85 111 74 96 66 86

#9 103 134 90 116 80 104

SLAB & WALL SPLICE LENGTHS GRADE

BAR

SIZE

OTHER

BARS

OTHER

BARS

OTHER

BARS

3000PSI

60 (INCHES)

180° HOOKS 90° HOOKS

135° HOOKS135° HOOKS90° HOOKS

MAIN BARSA

STANDARD STIRRUPS OR TIESB

SEISMIC STIRRUPS OR TIESC

DIMENSION

DETAILING DETAILING

DIMENSION

BEAM

DE

TAILIN

G

DIM

EN

SIO

N

BAR

SIZE

D

A OR G J A OR G

90° HOOKS180° HOOKS

#3

#4

#5

#6

#7

#8

2 1/4

3

3 3/4

4 1/2

6

6

8

10

12

14

16

DA OR G

HAPPROX

90°HOOKS

135° HOOKS

A OR G

#3

#4

#5

4 1/2

4

4 1/2

5 1/2

APPROXA OR G

135° HOOKS

#3

#4

#5

#6

#7

L BEAMc

BAR

SIZE

D

(mm) H

1 1/2

2

2 1/2

BAR

SIZE

A OR GHOOK

5 3

4

5

6

7

8

6

7

8

10

11

5 1/4

15#9 9 1/2 11 3/4 19

4

6

2 1/2

3

3 3/4

1 1/2

2

2 1/2

4 1/2

5 1/4 9

8

5 1/2

4 1/2

4 1/4 3

3

3 3/4

4 1/2

5 1/4

OFFSET BEND

61

(3" MIN)

6d6d

H

D Dd

OR G

A

DD

d

J D

d

12d

OR G

A

6d

DIM

EN

SIO

ND

ET

AILIN

G

d

DIM

EN

SIO

ND

ET

AILIN

G

d

D

A OR G

H

4d OR 2 1/2 MIN. MA

X3"

SLAB TOP

BARS

SLAB TOP

BARS

SLAB TOP

BARS

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SECTIONA

SECTIONB

SECTIONC

PLAN

S-006

B

S-006

A

S-006

C

S-006

A

DIRECTION

OF SLAB

SPAN

(N) Lx

(E) CONC

TOPPING

(N) Lx

(E) CONC

TOPPING

(E) STRUCTURAL

CONC SLAB

(E) STRUCTURAL

CONC SLAB

(N) EXPANSION

ANCHOR

(N) EXPANSION

ANCHOR

(N) L 4 x 4 x 1/4 BELOW (E)

CONC SLAB W/ (5) 5/8" DIA

EXP ANCHORS

(MIN TENSILE CAP = 1,600 LB

MIN SHEAR CAP = 1,700 LB)

(N) L 4 x 4 x 1/4 BELOW (E)

CONC SLAB W/ (5) 5/8" DIA

EXP ANCHORS

(MIN TENSILE CAP = 1,600 LB

MIN SHEAR CAP = 1,700 LB)

(E) CONC

GIRDER BELOW(N) 4"x4"x1/4" PL, TYP

(N) 3/4" DIA

EPOXY EMBEDDED

THREADED RODS

CONC WALL

TYP1/4

1/4

3"

12"

12"

8"

EMBED

5"

(N) OPN'G

(N) OPN'G

(N) OPN'G

MIN

7-1/2"

2'-6" MAX2'-0" MIN

TYP6"

TYP3"

EQ

EQ

6"

EM

BE

D4"

4'-4"

MA

X

4'-4"

MA

X

2'-6" MAX

A1NEW OPENING IN EXISTING SLAB GREATER THAN 18"NOT TO SCALE A3

CONDITION WHERE PENETRATION ABUTS CONC WALLNOT TO SCALE

SLEEVE (TYP)

CL SLAB

OR WALL

CONDUIT IN CENTER THIRD OF SLAB OR WALL

WHERE WALL REINF HAS 1 MAT IN CENTER

LOCATE CONDUIT IN SAME LAYER WITH WALL

VERT REINF OF VERT CONDUIT

MAX D=T/3 OR 2"

WHICHEVER IS SMALLER

NOTE:

WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE OR MAX D IS

EXCEEDED, THIS AREA SHALL BE TREATED AS AN OPENING PER TYPICAL

DETAIL FOR OPENINGS ON SLAB OR WALL. CONTRACTOR SHALL

LOCATE (E) SLAB/WALL REINFORCING BY NON-DESTRUCTIVE MEANS TO

AVOID DAMAGE PRIOR TO DRILLING AND CORING FOR (N) PIPES AND CONDUITS

B1IN OR THRU SLAB OR WALLTYPICAL PIPING AND CONDUIT

NOT TO SCALE

D 3D OR 4" MIN

3D OR 4" MINMAX D=T

D

"T"

B2SLAB PIPE SLEEVESTYPICAL REINF AT WALL AND

NOT TO SCALE

BEND REINF BARS

TO CLEAR SLEEVE

AS DIRECTED

PLASTIC OR SCHED

40 STEEL PIPE

SLEEVE. INSIDE DIA

AS SHOWN ON

MECH, ELEC OR

PLUMB DWGS

PIPE SLEEVES TO

BE HELD RIGIDLY IN

PLACE

PIPE, SEE MECH,

ELEC, PLUMBING

DWGS

#5 EA FACE

3" AT FLOORS,

FLUSH AT WALLS

PIPECAULK IN EXTERIOR WALLS OR

AS NOTED ON ARCH, MECH,

ELEC OR PLUMB DWGS

TYP

2'-0"

NOTE:

THIS DETAIL APPLIES TO INDIVIDUAL PIPE SLEEVE LOCATIONS ONLY.

WHEN SLEEVES ARE LESS THAN 3 SLEEVE DIAMETERS APART AND/OR 2

OR MORE SLEEVES ARE LINED UP, SPECIAL REINFORCING MAY BE

NEEDED. SEE OTHER DETAILS OR CONSULT THE ENGINEER.

AND BOTTOMAT 24", TYP SIDESGROUT # 4x36" MIN DRILL AND EPOXY

FULL-HT OF JAMBTO NEXT FULL CELL TO GROUT 8" MIN AND HOLLOW, FILL WITH IF EXIST JAMB IS

WHERE OCCURSTOP OF (E) SLAB,

D1INFILL EXISTING SLABNOT TO SCALE D3

W/CONCRETEINFILL EXISTING OPENING

NOT TO SCALE

12" OR LESS

5" MAX TYP

13" - 24"

4" EPOXY EMBED

4" TYP

FIELD VERIFY(N) CONC INFILL

MIN LENGTH5/8" DIA X 6"

DEPTH, TYP

DOWEL AT SLAB MID-

#3 EPOXY EMBEDDED

CONC INFILL

EMBED3" EPOXY

DEPTH, TYP

DOWEL AT SLAB MID-

#3 EPOXY EMBEDDED

MIN SPACING FOR

ALTERNATE SPLICES

REINF

TYP WALL

MIN)

TYP LAP (24"

HORIZ REINF

D4TYPICAL WALL REINFORCINGNOT TO SCALE

TO BE REMOVEDCONC. SLAB OR WALL PORTION OF EXIST.

#4x36" MIN AT 24" EW

(E) CMU/CONC WALL

WALL SURFACE

OF ADJACENT (E) CONC

TO MATCH TEXTURE

(N) CONC SURFACE

1

2

3

4

ELEVATION

WALLEXIST. CONC.

BONDING AGENT (SEE SPECS.)BAR AS SHOWN. EPOXY GROUT TO FINISH USING EPOXY CHIP BACK CONC. AT ALL EXPOSED EXIST. REINF. AND TRIM

CHIP OUT CONC. SLAB OR WALL BELOW GRADE AS SHOWN

BE REMOVED IMMEDIATELY AFTER CUTTING OPERATIONS.. ONLY SAW CUT EXTENT OF PANEL TO DO NOT OVERCUT

SAW CUT WALL BETWEEN DRILLED HOLES AND REMOVE.

CORE DRILL HOLES AT SLAB OR WALL CORNERS

DEMOLITION SEQUENCE:

B3CONCRETE WALL OR SLAB PENETRATION DETAILNOT TO SCALE

4'-0"

CONC INFILL

TO 1/4" AMPLITUDE

OPENING, ROUGHEN

RECTANGULAR SLAB

LINE OF (E) ROUND OR

TO 1/4" AMPLITUDE

OPENING, ROUGHEN

RECTANGULAR SLAB

LINE OF (E) ROUND OR

EXIST REINF.CUT EXPOSED

EDGESAW CUT

1

2

2

1

3

4

ELEVATION

4

3/4"

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CURB

PAD

CURB

CONCRETE CAST

AGAINST EARTH

CONCRETE EXPOSED TO

EARTH OR WEATHER

MAIN OR TEMPERATURE

BAR (TYP.)

STIRRUP OR TIE

EARTH/CONC.

MAIN OR

TEMPERATURE

BAR (TYP.)

FORMED CONC.

SURFACE

EXTERIOR FACE

EARTH

1S

T P

OU

R2

ND P

OU

R

SECTIONPLAN

CLEAN SURFACE

PRIOR TO PLACING

CONCRETE

HORIZ WALL

REINF TYP

3"

1 1/2 "

3"

FIRST PLACEMENT

1'-0"

4"

SEE ARCH DWGS

1" CLR

CLR1 1/2"

1 1/2" CLR

3"

CL

R.

EQ

EQ

EQ

HORIZ

2"

EQEQ EQ3" CLR.

STIRRUP OR TIE

A1WALL CONSTRUCTION JOINTSCONCRETE HORIZONTAL

NOT TO SCALE A2WALL CONSTRUCTION JOINTSCONCRETE VERTICAL

NOT TO SCALE A3OF REINFORCINGCONCRETE PROTECTION

NOT TO SCALE

NOTES:

1. PROTECTION COVER SHOWN IS MINIMUM PERMITTED.

2. THICKER PROTECTIVE COVER INDICATED IN SPECIFIC DETAILS SHALL GOVERN.

3. COMPLY WITH A CASE OF CONC. EXPOSED TO EARTH OR WEATHER FOR

STRL. SLAB-ON-GRADE & GRADE BEAMS.

4. PROTECTIVE COVER SHOWN IS FOR CAST-IN-PLACE CONCRETE ONLY.

B1CONCRETE CURBS AND PADSNOT TO SCALE

REQ'D 5" MIN, 9" MAXCURB WIDTH AS

CORNERS, TYP

1'-6"x1'-6" DOWELS AT

8" WITH 1'-6" BEND OR

#4 CONT HORIZ BARS AT

SURFACE

ROUGHEN

TOP OF SLAB

12"

MA

X10"

"H"

MIN

3"

12"

MA

X24"

"H"

MIN10"

#4 AT 12"

(2) #4 CONT

H/2 IF H>16"

ADD (2) #4 CONT

#3 AT 16" EW

JOINT

REINF ACROSS

CONTINUE

OTHERWISE NOTED

TYP UNLESS

VERT WALL REINF

NOTES:

1. SEE ARCH DWGS FOR SIZE AND LOCATION OF CURBS.

2. PROVIDE INSERTS AS REQUIRED BY ARCH AND MECH DWGS.

3. SEE CURB DETAIL FOR #4 HORIZ BAR REQUIREMENTS.

4. SEE EQUIPMENT DETAILS FOR ANCHORAGE.

OPENING

SJ*

SJ*

SJ*

SJ*

SJ* #4 x 4'-0"

#4 E.W.

A A

A

A

A

TYP.

1'-6" MAX.

WALLCONCRETE

MID-DEPTH1-#4 x 2'-0" @

2-#4 x 4'-0" * ALSO FOR EJ NOTES:

TH

KS

LA

BMIN

3"

TH

KS

LA

B

D1TYPICAL ADDED SOG REINF.NOT TO SCALE

2'-0" CLR, TYP

NOTE:

JOINT LOCATION SHALL BE SUBMITTED TO

THE CONTRACTING OFFICER FOR REVIEW.

NOTES:

1. PROVIDE CONSTRUCTION JOINT AT 30'-0" OC MAX.

2. LOCATION AND DETAIL OF JOINT SHALL BE REVIEWED BY

THE CONTRACTING OFFICER WHEN NOT LOCATED AT

INTERSECTIONS OF WALLS PRIOR TO CONSTRUCTING

FORMS OR PLACING CONCRETE.

12" LONG KEY AT 24"

#3 AT 16" EW

7"

1" CLR

4 1/2 "6 1/2 "

U.O.N.

4"

ROUGHEN SURFACE#4 AT 24" DOWELS

TOPPING

EXIST. CONC.

EPOXY

MECH. EQUIPMENTEXTEND 6" PAST

CONC. TOPPING

SAWCUT EXIST.

PAD ON EXISTING CONCRETE SLAB

3/4" CHAMFER

3/4" CHAMFER

AROUND PERIMETER OF PAD

EMBED 3" MIN INTO (E) SLAB

#3 AT 16" 90° BEND

12" LONG KEY AT 24"

BOLT

ANCHOR

EQUIP 4" MIN

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TOP OF FOOTING FOR

INTERSECTING INTERIOR

& PERIMETER WALLS

SLAB @

ENTRY

TOP OF FOUNDATION

WALL @ DOOR OPENINGS

SOG OR TS

EJ

4"

4""T

"

EJ

B2AT FOUNDATION WALLSBASALTIC TERMITE BARRIER (BTB)

NOT TO SCALE

VAPOR BARRIER (TYP)

BTB (TYP)

GEOTEXTILE FABRIC (TYP)

CWB (TYP)

COMPACTED SUBGRADE (TYP)

GTB (TYP)4" MIN

VERTICAL CONTAINMENT

BARRIER-CORRUGATED

FIBERGLASS ROOFING

SHEETS (TYP)

NOTE: BTB REQUIRED ON DIRECT

CONTACT ALONG VERTICAL FACES

OF ALL INTERIOR AND EXTERIOR

FOUNDATION WALLS, GRADE BEAMS,

AND TOP OF FOOTING AS SHOWN

#4 CONT24"

24"

DEPRESSED SLAB

1 1/2"

CL

R

3/4"

24" 8"

A3DEPRESSED SLAB AND SLAB EDGENOT TO SCALE

CONDITIONSFOR EDGESEE ARCH DWGS

DEEP PLASTIC RIBBON

AFTER POUR OR USE 1"

CUT MAXIMUM OF 12 HOURS

CONTRACTOR OPTION: SAW

#4 AT 18"

NOTE:

CONSTRUCTION JOINTS

MUST BE USED AT THE

END OF DAYS WORK,

SEE CONSTRUCTION

JOINT (CJ) DETAILS

TYP. EXPANSION JOINT (E.J.)

CUT REBAR AT JOINT1/3 OF SLABREINF IN UPPER

CUT REBAR AT JOINT

D2TYP. SLAB JOINT DETAILSCALE: 3/4"=1'-0"

(GREASE ONE END ONLY)DOWEL AT 24" O.C.#4 x 24" LONG SMOOTH

KEY OR 1 1/2" DEEP SAW-CUTPREFORMED METAL CONT. KEYWAY OR

EJ

EJ

COL.

8" TYP.

COL.

EJ

EJ

EJ

8" TYP.

SJ

SJ

2'-0"

MID-DEPTH#5 @

MID-DEPTH#5 @

2'-0"

OR CONC WALLEDGE OF SLAB

SLAB REINFORCING

SLAB ON GRADE

CONCRETE

BARRIER (CWB)

CAPILLARY WATER

BARRIER (BTB)

BASALTIC TERMITE FABRIC

GEOTECHNICAL

SUBGRADE

COMPACTED

4"

4"

D4TYPICAL SAW CUT JOINT (SJ)NOT TO SCALE

SLAB THK SLAB THK

B1JOINT @ COLUMNTYPICAL ISOLATION (EXPANSION)

NOT TO SCALE

VAPOR BARRIER

15 MILS THK

TYP. CONSTRUCTION JOINT (C.S.J.)

SEE JOINT SEALANT DETAILSEALANT AT SURFACEFILLER WITH ELASTOMERIC1/2" PREMOULDED JOINT

SJ OR CSJ SJ OR CSJ SJ OR CSJ

SEE D3/S-008EXPANSION JOINT (EJ)

MID-DEPTH#4 @

MID-DEPTH#4 @

6x6-W4xW4 WWM

6x6-W4xW4 WWM

24"

24"

#4 AT 18"

8" MIN

EXPANSION JOINT @ WALL FACE

FACE OF WALL

"t" (4" TO 12")

DEPRESSION

1'-0"

MIN

SEE JOINT SEALANT DETAILSEALANT AT SURFACEFILLER WITH ELASTOMERIC1/2" PREMOULDED JOINT

CONDITIONSFOR EDGESEE ARCH DWGS

#4 AT 18"

6x6-W4xW4 WWM

6x6-W4xW4 WWMSEE JOINT SEALANT DETAILSEALANT AT SURFACEFILLER WITH ELASTOMERIC1/2" PREMOULDED JOINT

12"

24" 24"#4 AT 18"#4 CONT

1'-0"

MIN

A1SLOPED SLABNOT TO SCALE

FABRIC

GEOTECHNICAL

SUBGRADE

COMPACTED

VAPOR BARRIER

15 MILS THK

BARRIER (BTB)

BASALTIC TERMITE

BARRIER (CWB)

CAPILLARY WATER

FABRIC

GEOTECHNICAL

SUBGRADE

COMPACTED

VAPOR BARRIER

15 MILS THK

BARRIER (BTB)

BASALTIC TERMITE

BARRIER (CWB)

CAPILLARY WATER

SLAB THK

24"

SLAB EDGE

1'-0"

MIN

8"

MIN

8" MIN

#4 AT 18"

(2) #4 CONT

PAVING - SEE PLANS

FIN GRADE OR

6x6-W4xW4 WWM

DEPRESSED SLAB

1'-6" (MIN)6t OR

6x6-W4xW4 WWM

6x6-W4xW4 WWM

#4 CONT 24"

24"

#4 AT 18"

"t" (4" MAX)

DEPRESSION

AT SLAB EDGEAND CAPPING DETAILS SEE ARCH FOR BTB

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2

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1

2

BY SHORING AS REQUIRED

FOR MAINTAINING ALL TRENCH SLOPES

CONTRACTOR SHALL BE RESPONSIBLE

NOTE:

2'-1"

FOOTING

EXTEND BELOW THIS LINE

EXCAVATION SHALL NOT

A1TYP. TRENCH DETAILSCALE: 3/4"=1'-0"

ADD 2-#4x4"

1"

MIN

3 1/2 "

T

LAP 24"

FOOTING REINFADD BARS TO MATCH 9"

"T"

1 1/2 "

FOOTING REINF

"T"

"T"

9"

BEND 12"

UNDER FOOTING

THROUGH FOOTING

6" DIA. MAX.

6" DIA MAX

B1TYP. PIPE SLEEVE AT FOOTINGSCALE: 3/4"=1'-0"

A2DETAILSCALE: NTS A3

TYP. CONC. SLAB OPENING REINF.SCALE: 3/4"=1'-0"

ASTM NO. 67 GRAVEL FILL

EXISTING CONCRETE SLAB-ON-GRADE

MECH. PIPE OR CONDUIT

SAWCUT & REMOVE EXISTING CONCRETE SLAB-ON-GRADE AS REQUIRED TO INSTALL MECH. PIPES OR CONDUIT

REPAIR OF CONCRETE SLAB-ON-GRADE FOR MECH. PIPE/CONDUIT INSTALLATION

"tw"

"tw"

NO. OF BOLTSSUPPORTED BEAM DEPTH BOLTS

5

7

6

4

3

2

t

1/4

tw

CONNECTION SCHEDULE

NOTE:1. "t" INDICATES MINIMUM SHEAR PLATE WALL THICKNESS.2. "tw" INDICATES MIN. WELD SIZE.

VARIES2'-0" MAX.

MIN1'-0"

D D MIND MIN

ADD BARS TO MATCHFOOTING REINF

PROVIDE 90° BEND AT END OF INTERRUPTED BARS (TYP.)

2-DIAG. BARS EQUAL IN SIZE TO MAIN DIRECTION BARS x 96 BAR DIA. LONG, AT EACH CORNER, T&B (TYP.)

MAIN DIRECTION BARS:ADD 1/2 THE NUMBER OF BARS INTERRUPTED PLUSONE TO EACH SIDE OFOPENING AT 3" O.C., TYP. BARS SHALL CONTINUE BETWEEN BEARING SUPPORTS

TRANSV. DIRECTION BARS:ADD 1/2 THE NUMBER OF BARSINTERRUPTED PLUS ONE TO EACHSIDE OF OPENING AT 3" O.C.,TYP. BARS SHALL CONTINUE BETWEEN BEARING SUPPORTS

USE SIMILAR DETAILS FOR ROUND OPENINGS

BOLTS, SEE SCHED. FOR SIZE AND QUANTITY UNLESS OTHERWISE NOTED

"t" SHEAR PLATE THICKNESS

SHEAR PLATE, SEE SCHED.

1/4

3/8

3/8

3/8

3/8

2" 21/2"

11/2"

(TY

P)

3"

11/2"

21/2"3"

A4BEAM CONNECTIONTYP. STEEL BEAM TO

SCALE: NTS

5/16

5/16

5/16

5/16

#4x 1'-4" LONG DOWELS AT 2'-0" O.C. STAGGER. EPOXY GROUT

DEEP HOLES - CENTER DOWELS IN SLAB

PROVIDE 4" MIN. CONCRETE SLAB-ON-GRADE REINFORCED w/6x6-W7.4/W2.9W.W.M.

NOTE:IF EXIST SLAB BECOMESUNDERMINED BACKFILL W/CONCRETE

ADD 2-#4x4"

3" (

TY

P)

15 MIL VAPOR BARRIER

FULL HEIGHT CONNECTOR PLATE (U.N.O.)

W8, W10

W16, W18

W21

W24

W27

5/16

AT EXPANSION JOINT AT SAWCUT JOINT

D

W

1/2" MIN

1/2" PREMOLDED

JOINT FILLER

PAVEMENT OR

SLAB SURFACE

BACKER

MATERIAL

POURED

JOINT SEALER

LEGEND:

W = WIDTH OF SEALANT RESERVOIR = 1/2" MIN AND 5/8" MAX

D = DEPTH OF SEALANT = 1/2" MIN TO 3/4" MAX

PAVEMENT OR SLAB

SURFACE

BACKER

MATERIAL

POURED

JOINT SEALER

CRACK

D1TYPICAL JOINT SEALANT DETAILSSCALE: NTS

1/2" MAX12" (U.O.N.)

4W14

W12

3/16

5/16 1/4

ALTERNATIVE 1 (CUT HOLE @ PENETRATION) ALTERNATIVE 3 (PROVIDE SIDE LAP SPLICE @ PENETRATION)ALTERNATIVE 2 (PROVIDE SPLICE IN MAIN WIRE @ PENETRATION)

LARGER WIRE

DIRECTION OF

MESH

DO NOT CUT SLOTS IN

@ PENETRATIONS.

CUT AFFECTED WIRES

FLOOR

PIPE THRU

DUCT OR

LARGER WIRE

DIRECTION OF

LARGER WIRE

DIRECTION OF

LARGER WIRE

DIRECTION OF

THRU FLOOR

DUCT OR PIPE

THRU FLOOR

DUCT OR PIPE

(TYP.)

SPLICES

LAP

TIE ALL

D4MESH SPLICESTYP. DETAIL @ WIRE

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

B2OR PIPES THROUGH SLAB-ON-GRADE OR FLOOR SLABTYP. DETAILS OF WIRE MESH @ DUCTS

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

BE USED AT CONTRACTORS OPTION)JOINT (JOINT FORM INSERT MAY 1/8" X 1 1/2" DEEP SAW CUT

NOTE:

TOP OF SEALANT WILL BE 1/8" TO 1/4"

BELOW TOP OF PAVEMENT OR SLAB.

FOR WIRE MESH SPLICING REQUIREMENTS

SEE SPECIFICATION SECTION 03 30 00, PARAGRAPH 3.4.4

NOTE:

NO

TE

SE

E

LA

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1 2 3 4 5 6 7 8 9 10 11 12 13

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A2SB203

C1SB203

(E) CONC.COLUMN, TYP.

C4SB203

(E) 10" THK. CONC.WALL6" THK. SHOTCRETEWALL

8" THK. CONC. ARMS VAULT WALL, TYP.W/ #4 AT 9" OC, E.W., E.F., STAGGERREINF EACH FACE AT 4 1/2", TYP.

C1SB201

A1SB202

A1SB203

WF-4

WF-4

WF-

3

WF-2

WF-

2

REMOVE PORTION OF(E) CONCRETE WALL FOR(N) OPENING. SEE

6" THK. CONC. SLAB-ON- GRADE W/6x6 - W4xW4 WWM CHAIRED TOMID-DEPTH

11' - 8" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 9' - 0" 11' - 0" 10' - 2" 9' - 10" 20' - 0" 20' - 0"

191' - 8"

16' -

10"

16' -

4"

16' -

10"

10' -

10"

60' -

10"

WF-1

WF-1

WF-

5

WF-

6W

F-6

WF-

6W

F-6

WF-

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F-6

F-1

F-1 F-1

F-1 F-1 F-1

F-1

F-1

F-1 F-1 F-1

F-1

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F-1

(E) 10" THK. CONC. WALL

(E) 12" THK.CONC. WALL

(E) 12" THK.CONC. WALL(E) 10" THK. CONC. WALL


(E) 12" THK. CONC. WALL5" THK. CONC. SLAB-ON-GRADE W/ 6x6 - W4xW4WWM CHAIRED TOMID-DEPTH

F-2HSS6x6X1/4

2" DEPRESSED SLABSHOWN


WF-

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S.J. S.J. S.J. S.J. S.J. S.J. S.J. S.J.

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S.J. S.J. S.J. S.J. S.J. S.J.

S.J. S.J. S.J. S.J. S.J. S.J.S.J. S.J.

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E.J.

E.J.

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E.J.

E.J

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E.J

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E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J.

E.J

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E.J

.

E.J.E.J.

E.J

.

E.J.

E.J

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E.J.

E.J

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E.J

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E.J

.

E.J

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E.J

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ISOLATION JOINT, TYP. AT(N) AND (E) COLUMNS,SEE FOR DETAILSB1

S-008

WF-6 WF-6

A4SF501

B3

S-006

SF501A3

TYP.

8' - 3"

TYP.

8' -

3"

A3SB505

SLOPED SLAB SHOWNSEE A1

S-008

INFILL (E) OPENINGWITH CONCRETESEE D3

S-006

(E) CONCRETE TO BE DEMOLISHED

(E) CONCRETE TO REMAIN

(N) SHOTCRETE WALL

F-1 SEE FOOTING SCHEDULE

WF-1 SEE WALL FOOTING SCHEDULE

EXISTING FOOTING

NEW FOOTING

S.J. SAWCUT JOINT

CSJ CONSTRUCTION JOINT

EJ EXPANSION JOINT

LEGEND6" THK. CONC. SLAB-ON-GRADE

2" DEEP DEPRESSED SLAB

SLAB DEPRESSIONWEST EAST

MAT

CH

LIN

E

KEY PLAN

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:

US Army Corps ofEngineers ®

22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/23

/ 201

54:

34: 2

2 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

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015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB101

HO

NO

LULU

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OR

PLAN

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EST

F Y15

PKG

A-0

0 5

SB 1

01-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/8" = 1'-0"A1 FOUNDATION AND 1ST FLOOR PLAN - WEST

MAT

CH

LIN

E

SEE

SHEE

T SB

102

164 8268

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

0

GRAPHIC SCALE:

PLAN NORTH

NOTES:1. DEMOLISH ALL EXISTING SLAB ON GRADE AND REPLACE WITH NEW SLAB

ON GRADE AS SHOWN.

2. CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER OR ARCHITECTURALCOVERING PRIOR TO INSTALLING NEW SHOTCRETE OR ADDITIONAL LAYEROF CONCRETE.

This project was designed by the Honolulu District of the U.S. Army Corps of EngineersThe initials or signatures and registration designations of individuals appear on theseproject documents within the scope of their employment as required by ER 1110-1-8152.

LEE

, CH

EN

S P

OH

13 14 15 16 17 18 19 20 21 22 23

A

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C1SB204

8" THK. CONC. ARMS VAULTWALL, TYP. W/ #4 AT 9" OC,E.W., E.F., STAGGER REINFEACH FACE AT 4 1/2", TYP.

8" THK. CONC. ARMS VAULT WALL, TYP.W/ #4 AT 9" OC, E.W., E.F., STAGGERREINF EACH FACE AT 4 1/2", TYP.

A1SB201

C1SB202

C4SB204

C2SB203

A2SB204

WF-1

WF-1WF-4

WF-4

WF-

3

WF-2

WF-

2

6" THK. CONC. SLAB-ON-GRADEW/ 6x6 - W4xW4 WWM CHAIREDTO MID-DEPTH

20' - 0" 20' - 0" 11' - 0" 9' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 11' - 8"

171' - 8"

16' -

10"

16' -

4"

16' -

10"

10' -

10"

60' -

10"

6" THK. SHOTCRETEWALL

INFILL (E) OPENING WITHCONCRETE SEE

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1







5" THK. CONC. SLAB-ON- GRADEW/ 6x6 - W4xW4 WWM CHAIREDTO MID-DEPTH

(E) 10" THK. CONC. WALLINFILL (E) OPENINGWITH CONCRETESEE

HSS6x6x1/4

F-2



CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

CSJ

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J.

S.J

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.J.

S.J

.

CSJ

CSJ

S.J

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.J.

S.J

.

S.J

.

S.J

.

CSJ

S.J

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.J.

S.J

.

S.J

.S

.J.

S.J

.

S.J

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.J.

S.J

.

S.J

.S

.J.

S.J

.

S.J

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.J.

S.J

.

S.J

.S

.J.

S.J

.

S.J

.S

.J.

S.J

.

S.J

.S

.J.

S.J

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MAT

CH

LIN

ESE

EA1

/ SB1

01

S.J

.

CSJ

S.J

.

S.J

.

S.J

.

CSJ

S.J

.

CSJ

S.J

.

S.J

.

S.J

.

CSJ

S.J

.

S.J

.

CSJ

CSJ

CSJ

E.J

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E.J

.

E.J

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E.J

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E.J.

E.J.

E.J. E.J.

E.J

.

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.

E.J. E.J. E.J. E.J. E.J.

E.J. E.J. E.J. E.J.

E.J

.

E.J

.

E.J.

E.J

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E.J

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E.J

.

E.J.

E.J.

E.J

.

E.J

.

E.J

.

E.J

.

E.J

.

E.J.

ISOLATION JOINT, TYP. AT(N) AND (E) COLUMNS,SEE FOR DETAILB1

S-008

WF-

6

WF-6

WF-

6

WF-6

WF-

6

SF501A3

D3

S-006 D3

S-006

SF501A3

TYP.

8' - 3"

TYP.

8' -

3"

SLOPED SLAB SHOWNSEE A1

S-008

WF-

5W

F-5A

WF-

5W

F-5A

WF-

5

INFILL (E) OPENING WITH CONCRETESEE D3

S-006



(N) SHOTCRETE WALL

F-1 SEE FOOTING SCHEDULE

WF-1 SEE WALL FOOTING SCHEDULE

EXISTING FOOTING

NEW FOOTING

S.J. SAWCUT JOINT

CSJ CONSTRUCTION JOINT

EJ EXPANSION JOINT

LEGEND6" THK. CONC. SLAB-ON-GRADE

2" DEEP DEPRESSED SLAB

SLAB DEPRESSIONWEST EAST

MAT

CH

LIN

E

KEY PLAN

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

45: 2

1 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB102

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6411

FOU

ND

A TIO

N A

ND

1ST

FLO

OR

PLAN

- E A

ST

F Y15

PKG

A-0

0 5

SB 1

02-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/8" = 1'-0"A1 FOUNDATION AND 1ST FLOOR PLAN - EAST

MAT

CH

LIN

E

SEE

SHEE

T SB

101

164 8268

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

0

GRAPHIC SCALE:

PLAN NORTH


LEE

, CH

EN

S P

OH

NOTES:1. DEMOLISH ALL EXISTING SLAB ON GRADE AND REPLACE WITH NEW SLAB

ON GRADE AS SHOWN.

2. CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER OR ARCHITECTURALCOVERING PRIOR TO INSTALLING NEW SHOTCRETE OR ADDITIONAL LAYEROF CONCRETE.

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

A2SB203

C1SB203

REMOVE PORTION OF(E) CONCRETE WALL FOR(N) OPENING. SEE

C4SB203

C1SB201

A1SB202

A1SB203

11' - 8" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 9' - 0" 11' - 0" 10' - 2" 9' - 10" 20' - 0" 20' - 0"

191' - 8"

16' -

10"

16' -

4"

16' -

10"

10' -

10"

60' -

10"


LB-100 LB-100 LB-100 LB-100

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

8' - 4"

ARMS VAULT CEILINGBELOW, FOR REINFORCING,SEE DETAIL





(E) 8" THK. CONC.WALL(E) 8" THK.

CONC. WALL

W14

X43

W14

X43

W14

X43

W14

X61

W14

X61

W14

X43

W14

X61

W14

X61

W14

X61

W14

X43

W14

X43

W14

X61

W14

X43

W14

X43

W14

X43

W14

X43

W14

X61

W12X30

W12X30 W12X30

W12X30

W12X30

W12X30

W14X30

LS-1

00LB-100

LS-1

00

LB-100

LS-1

00

LB-100

LS-1

00

LB-100

W14X30 W14X30

W14X30 W12X30

W12X30

W12X30

W14X30 W12X30

W12X30

HSS6x6x1/4 ABOVEAND BELOW

(E) CONC. BM (E) CONC. BEAM


(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

A2

SF401

MAT

CH

LIN

ESE

EA1

/ SF1

02

W14

X61

W14

X61

W14

X61

W14

X61

D1SF505

A2SF509

A1SF503

C4SF503

D4SF505

C1SF503

D3SF505

C6

C9

C6

C6

C3C3

C5

C5

C1

C1

C11

C10

C5

C5

C2

C7C4

C2

C1

C7

C5

C4

C2

C7C5

C7

C4

C4

C7

C2

C7

C2

C7

C4

C4

C7

C2

C7

C2

C7

C4

C5C7

C3

C1

C5C7

C1

C5C7

C3

C6

C6

C6W12X30 W14X30 W14X30 W14X30 W12X30 W12X30 W12X30

W12X30 W14X30 W14X30 W12X30

C6

C6

C6

C7

C5

C3

C1

C7C5

C1

C7

C5

C3

C4

C7

C2

C5C7

C2

C5C7

C4

C6

C6

C6

C6

C6

C8 C6

C2

C8

W14X30 W12X30

C3SF503

B3

S-006

W14

X61

W14

X61

B2SF510

DEMOLISH (E)CONC. BEAM

W14X30 W12X304' -

8"6'

- 2"

6' -

0"

W14X61

C6

C2SF503

D1SF511

W14X30

W14X30

W14X30

W14X30

C7

C7W14X30

W14X30

W14X30

W14X30

C7

C7

5' -

5"5'

- 6"

5' -

5"5'

- 8"

5' -

6"5'

- 8"

W14X30W12X30

C6

5' -

5"5'

- 6"

5' -

5"

DEMOLISH PORTIONOF (E) CONC. SLAB,SEE D3

SF511


SF511

D1SF511

A4SF501



(N) SHOTCRETE WALL

SPAN DIRECTION AND FIBER ORIENTATION

LS-100 SEE SLAB SCHEDULE

LB-100 SEE BEAM SCHEDULE

CONNECTION TYPESEE CONNECTION SCHEDULE ON SF505

ARMS VAULT

DEMOLISH TOP 2" OF (E) CONC. SLAB,SEE ARCH. DWGS. FOR EXTENTS

LEGEND

WEST EAST

MAT

CH

LIN

E

KEY PLAN

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

48: 3

4 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

ES/

BH

BH

, AU

SF101

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

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ICT

HO

NO

LULU

, HI

ES

6412

2ND

FLO

OR

FR

AMIN

G P

L AN

-WES

T

F Y15

PKG

A-0

0 5

SF 1

01-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

MAT

CH

LIN

E

SEE

SHEE

T SF

102

1/8" = 1'-0"A1 2ND FLOOR FRAMING PLAN - WEST

164 8268

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

0

GRAPHIC SCALE:

PLAN NORTH


LEE

, CH

EN

S P

OH

NOTES:1. LIMITS OF FRP SLAB DESIGNATION SHALL BE TAKEN TO

CENTERLINE OF GRIDS UNLESS OTHERWISE NOTED.

2. PROVIDE MIDSPAN BOTTOM FLANGE BRACES ATLONGITUDINAL FLOOR BEAMS SPANNING MORE THAN10'-0", TYP. SEE DETAIL D3/SF508

3. CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER ORARCHITECTURAL COVERING PRIOR TO INSTALLING NEW SHOTCRETEOR ADDITIONAL LAYER OF CONCRETE.

4. SEE ARCHITECTURAL DRAWINGS FOR LIMITS OF FLOOR DEMO.

5. SEE DETAIL A1/SF504 FOR CONSTRUCTION SEQUENCE OF NEWSTEEL BEAMS.

6. NEW STEEL BEAMS IN LONGITUDINAL DIRECTION ARE EQUAL SPACEDBETWEEN GRIDLINES UNLESS OTHERWISE NOTED.

13 14 15 16 17 18 19 20 21 22 23

A

B

C

D

E

C1SB204

A1SB201

C1SB202

C4SB204

C2SB203

A2SB204

20' - 0" 20' - 0" 11' - 0" 9' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 11' - 8"

171' - 8"

16' -

10"

16' -

4"

16' -

10"

10' -

10"

60' -

10"


LB-100 LB-100 LB-100 LB-100 LB-100 LB-100 LB-100

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

8' - 4"ARMS VAULT CEILINGBELOW, FOR REINFORCING,SEE DETAIL

ARMS VAULT CEILINGBELOW, FOR REINFORCING,SEE DETAIL

(E) 8" THK.CONC. WALL (E) 8" THK.

CONC. WALL



W14

X61

W14

X61

W14

X43

W14

X43

W14

X43

W14

X43

W14

X43

W14

X61

W14

X61

W14

X61

W14

X43

W14

X61

W14

X61

W14

X43

W14

X43

W14

X61

W14X30

W14X30 W12X30

W12X30 W14X30

W14X30

W12X30 W12X30 W12X30

HSS6x6x1/4 ABOVEAND BELOW

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BM

(E) CONC. BM

(E) CONC. BEAM

W14

X61

C3

SF401

C1

SF401

MAT

CH

LIN

ESE

EA1

/ SF1

01

W14

X43

W14

X61

W14

X61

D1SF508

A2SF509

W14X30 W12X30

W14X30

W12X30

W14X30

W14X30

W14X30 W12X30 W12X30

W14X30

W14X30 W14X30 W12X30 W12X30 W14X30 W14X30 W14X30 W12X30 W12X30 W12X30C8

C8

C8

C4

C7

C2

C2

C7

C4

C1

C7

C5C3

C5

C1

C7 C5

C3

C6

C6

C6

C6

C6

C6

C1

C1

C3

C5C7

C5

C7

C5

C7

C3 C4

C7

C2

C2

C7

C7

C4

C7

C2

C2

C7

C4

C4

C2

C2

C4

C4

C7

C7

C5

C7

C5

C5

C2

C5

C4

C3

C7

C5

C1

C2

C5

C1

C5

C3

C1

C9

C6

C6

C6

C10C2SF503

W14

X61

W14X30

W14

X61


S-006

W14

X61

D3SF505

W14

X43

W14X30 W12X30

5' -

8"5'

- 6"

5' -

8"

C7

D4SF505

A4SF501

C1SF503

D1SF505

A1SF503

C4SF503

B2SF510

W14X30 W12X30C7

C7

C7

5' -

5"5'

- 6"

5' -

5"

W14X30 W14X30

W14X30 W14X30

C7

C7C7

C7 C7C7

5' -

5"5'

- 6"

5' -

5"5'

- 8"

5' -

6"5'

- 8"


SF511


SF511

D1SF511

LEGEND(E) CONCRETE TO BE DEMOLISHED


(N) SHOTCRETE WALL





ARMS VAULT


WEST EAST

MAT

CH

LIN

E

KEY PLAN

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

48: 3

9 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

ES/

BH

BH

, AU

SF102

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6413

2ND

FLO

OR

FR

AMIN

G P

LAN

- EAS

T

F Y15

PKG

A-0

0 5

SF 1

02-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

MAT

CH

LIN

E

SEE

SHEE

T SF

101

1/8" = 1'-0"A1 2ND FLOOR FRAMING PLAN - EAST

164 8268

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

0

GRAPHIC SCALE:

PLAN NORTH


LEE

, CH

EN

S P

OH

NOTES:1. LIMITS OF FRP SLAB DESIGNATION SHALL BE TAKEN TO

CENTERLINE OF GRIDS UNLESS OTHERWISE NOTED.






1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

A2SB203

C1SB203

C4SB203

C1SB201

A1SB202

A1SB203

11' - 8" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 9' - 0" 11' - 0" 10' - 2" 9' - 10" 20' - 0" 20' - 0"

191' - 8"

16' -

10"

16' -

4"

16' -

10"

10' -

10"

60' -

10"


LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

8' - 4"

LB-100 LB-100 LB-100 LB-100 LB-100 LB-100 LB-100 LB-100





(E) 8" THK. CONC.WALL



W12X30 W12X30

W14

X43

W14

X43

W14

X43

W14

X43

W14

X61

W14

X61

W14

X43

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X43

W14

X43

W14

X43

W14

X43

W14

X43

W14

X43

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14X30 W14X30

W14X30 W12X30

W12X30

W12X30

W12X30 W12X30

HSS6x6x1/4



(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

MAT

CH

LIN

ESE

EA1

/ SF1

04

W12X30

DEMOLISH ANDRECONSTRUCT FLOORABOVE ORCHESTRA PIT(EXIST BELOW). SEEDETAIL A4/SF512

REMOVE (E)CONC. BEAM

EQ.

EQ.

EQ.

DEMOLISH (E) CONC.WALL BELOW

W14

X61

SEE NOTE 5

A2SF509

D1SF510

B3SF510

B2SF510

D4SF510

B1SF510

D2SF511

A3SF511

A3SF510

A2SF510

A1SF511

A1SF510

B4SF510

A2SF511

W12X30 W12X30 W14X30 W14X30 W14X30 W12X30 W12X30 W12X30 W12X30 W12X30

W14X30

W12X30 W12X30 W12X30 W12X30 W14X30

W12X30 W12X30

W12X30 W12X30 W12X30 W12X30

C9

C3

C4

C1C5

C5

C4 C4 C4

C7

C7

C3

C6

C6

C6

C5

C3 C4

C6

C6

C6

C3

C5

C5

C1

C1

C5

C7

C2

C2

C7

C3

C7

C7

C4

C2

C7

C2

C7

C4

C2

C7

C2

C7

C3

C1

C5

C1

C5

C6

C6

C6

C3

C1

C5

C1

C4

C5

C2

C2C2

C10

C5

C7

C5C1

C2

C7

C5 C5

C5

C5

C5

C5

C5

C5

C4

C2

C5

C5

C2

C5

C4

C5

C5

C5

C4

C4

C2

C2W14X305'

- 8"

5' -

6"5'

- 8"

W12X30 W12X30

W14X30 W12X30

C7

C5

5' -

5"5'

- 6"

5' -

5"6'

- 2"

4' -

10"

5' -

10"

W14X30

W14X30

C7C7

5' -

5"5'

- 6"

5' -

5"


SF511


SF511



(N) SHOTCRETE WALL





SPAN DIRECTION METAL DECKING


LEGEND

WEST EAST

MAT

CH

LIN

E

KEY PLAN

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

48: 4

5 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

ES,

BH

BH

, AU

SF103

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6414

3RD

FLO

OR

FR

AMIN

G P

L AN

-WES

T

F Y15

PKG

A-0

0 5

SF 1

03-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

MAT

CH

LIN

E

SEE

SHEE

T SF

104

1/8" = 1'-0"A1 3RD FLOOR FRAMING PLAN - WEST

164 8268

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

0

GRAPHIC SCALE:

PLAN NORTH


LEE

, CH

EN

S P

OH

1. LIMITS OF FRP SLAB DESIGNATION SHALL BE TAKEN TOCENTERLINE OF GRIDS UNLESS OTHERWISE NOTED.






13 14 15 16 17 18 19 20 21 22 23

A

B

C

D

E

C1SB204

A1SB201

C1SB202

C4SB204

C2SB203

A2SB204

20' - 0" 20' - 0" 11' - 0" 9' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 11' - 8"

16' -

10"

16' -

4"

16' -

10"

10' -

10"

60' -

10"


LB-100 LB-100 LB-100 LB-100 LB-100 LB-100 LB-100

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

LS-1

00

(E) 8" THK.CONC. WALL (E) 8" THK.

CONC. WALL



W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X43

W14

X43

W14

X43

W14

X43

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X61

W14

X43

W14

X61

W14

X61

W14

X43

W14

X61

W14

X61

W14

X43

W14

X43

W14

X43

W12X30 W12X30

W14X30

W14X30

W14X30

W14X30 W12X30 W12X30

W12X30

W12X30

HSS6x6x1/4

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BEAM

(E) CONC. BM

(E) CONC. BM

(E) CONC. BEAM

MAT

CH

LIN

ESE

EA1

/ SF1

03

A2SF511

D3SF510

A2SF509

W12X30 W12X30 W14X30 W14X30 W12X30 W12X30W12X30W12X30 W14X30

W14X30

W12X30 W12X30W12X30

W14X30 W12X30 W12X30 W12X30 W12X30W12X30

W12X30

C4

C6

C6

C6 C5

C5

C7

C9

C6

C6

C6

C4

C5

C2

C2

C1

C1

C3

C6

C6

C1

C1

C3

C7

C7

C3

C2

C2

C7

C2

C2

C7

C4

C4

C2

C4

C3

C7

C5

C2

C4

C3

C5

C1

C2

C5

C1

C5

C3

C1

C10

C5

C5

C5

C5

C5

C5

C3

C5

C5

C5

C4

C5C7

C7

C4

C7 C5

C7

C5

C1

C2

C7 C5C7


S-006

C4

C4

C2

C2

W12X30W12X30

W14X30W12X30

W14X30

W14X30

W14X43

C6

W14X43

C7

C5

5' -

5"5'

- 6"

5' -

5"5'

- 8"

5' -

6"5'

- 8"

C7C7

C7C7

5' -

5"5'

- 6"

5' -

5"5'

- 8"

5' -

6"5'

- 8"

A1SF511

A1SF510

B4SF510

B1SF510

D4SF510

D1SF510

B3SF510

B2SF510

A3SF511

A3SF510

A2SF510


SF511


SF511



(N) SHOTCRETE WALL





SPAN DIRECTION METAL DECKING


LEGEND

WEST EAST

MAT

CH

LIN

E

KEY PLAN

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

48: 5

0 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

ES,

BH

BH

, AU

SF104

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6415

3RD

FLO

OR

FR

AMIN

G P

LAN

- EAS

T

F Y15

PKG

A-0

0 5

SF 1

04-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

MAT

CH

LIN

E

SEE

SHEE

T SF

103

1/8" = 1'-0"A1 3RD FLOOR FRAMING PLAN - EAST

164 8268

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

0

GRAPHIC SCALE:

PLAN NORTH


NOTES:

LEE

, CH

EN

S P

OH

1. LIMITS OF FRP SLAB DESIGNATION SHALL BE TAKEN TOCENTERLINE OF GRIDS UNLESS OTHERWISE NOTED.






1

D

2 3

C

4 5

A

B

of Engineers

US Army Corps

7/1/2

015

9:3

3:3

4 A

MD

AT

E & TIM

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MO

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$FIL

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FIL

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ER:

PE

N T

AB

LE:

$P

EN

TB

LS$

$P

LT

DR

VS$

PRIN

TE

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Y:

$U

SE

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LA

ST S

AV

ED B

Y:

ISS

UE D

AT

E:

SO

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ON

TR

AC

T N

O.:

LO

CA

TIO

N N

O.:

SHEET OF


of Engineers

US Army Corps

CK

D B

Y:

IDENTIFICATION

SHEET

DE

SIG

NE

D B

Y:

DW

N B

Y:

SU

BMIT

TE

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FIL

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®

ANSI D 22 x 34

9299

721-1

1-5

2

RT

A1 J

UL

Y 2

015

C OF EXIST ROOF

RIDGE LINE

W10 X STL BM

(EXIST)

W10 X STL BM

(EXIST)

W8 X STL COLUMN

OVER CONC COLUMN (TYP)

(EXIST)

L

OP

EN W

EB

JOIS

T

(EXIS

T)

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

1

1

3" DEEP (20 GA) METAL

ROOF DECKING (EXIST)

C 4 X

(EXIS

T)

DO

DO

DO

DO

DO

DO

1

1

SEE DETAIL B1/SF514ALONG CONC WALL ADD 4 SETS OF BRACES



ADD BRACE PER

DETAIL B1/SF514

ADD BRACE PER

DETAIL B1/SF514

ADD BRACE PER

DETAIL B1/SF514

ADD BRACE FRAME

OVER CONCRETE WALL, TYP

SEE DET D3/SF513

OP

EN W

EB

JOIS

T

(EXIS

T)

OP

EN W

EB

JOIS

T

(EXIS

T)

DO

DO

DO

DO

DO

DO

DO

EXIST

C4 X FACIA

(TYP)

EXIST C4 X

OUTRIGGERS

(TYP)

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

ADD NEW L 4 X 3 X 1/4

BRACING @ PANEL POINT

OF EXIST TRUSS AS SHOWN

ON A1/SF513

CROSS BRACING

(EXIST)

60'-10"

16'-10"

16'-4"

16'-10"

10'-10"

20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"

120'-8"

20'-0" TO GRID 14

120'-8" TO GRID 23

363'-4" TO GRID 23

SE

E S

HE

ET S

F106

MA

TC

HLIN

E

SE

E S

HE

ET S

F106

MA

TC

HLIN

E

EAST

MA

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HLIN

E

KEY PLAN

WEST

A

B

C

D

E

1 2 3 4 5 6 7 8 9 10 11 12 13

j3ec9a

mu

US A

RM

Y C

OR

PS O

F E

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LU

LU DIS

TRIC

T

HONOLULU DISTRICT

SC

HO

FIE

LD B

AR

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CK

S,

OA

HU,

HA

WAII

RE

PAIR B

UIL

DIN

G 4

49,

QU

AD D

FY15 P

KG A-0

05

8'0 4' 16'1/8"=1'-0"A1

LOWER ROOF FRAMING PLAN - WEST

FIL

E N

UM

BE

R

SF105

LO

WE

R R

OO

F F

RA

MIN

G P

LA

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T

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H

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DO

DO

DO

DO

DO

DO

C 4 X

(EXIS

T)

W10 X STL BM

(EXIST)

W10 X STL BM

(EXIST)

OP

EN W

EB

JOIS

T

(EXIS

T)

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

W8 X STL COLUMN

OVER CONC COLUMN (TYP)

(EXIST)

3" DEEP (20 GA) METAL

ROOF DECKING (EXIST)

1

1

1

1

C OF EXIST

ROOF RIDGE

LINE

L




ADD BRACE PER

DETAIL B1/SF514

ADD BRACE PER

DETAIL B1/SF514

ADD BRACE PER

DETAIL B1/SF514

ADD BRACE FRAME

OVER CONCRETE WALL, TYP

SEE DET D3/SF513

DO

DO

DO

DO

DO

DO

DO

EXIST

C4 X FACIA

(TYP)

EXIST C4 X

OUTRIGGERS

(TYP)

OP

EN W

EB

JOIS

T

(EXIS

T)

OP

EN W

EB

JOIS

T

(EXIS

T)

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

ADD NEW L 4 X 3 X 1/4

BRACING @ PANEL POINT

OF EXIST TRUSS AS SHOWN

ON A1/SF513

CROSS BRACING

(EXIST)

60'-10"

16'-10"

16'-4"

16'-10"

10'-10"

11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"

122'-0" TO GRID 8 120'-8"

20'-0" TO GRID 12

363'-4" TO GRID 1

SE

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13 14 15 16 17 18 19 20 21 22 23

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363'-4"

120'-8"122'-0"120'-8"

11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"

W6 X 16 W

6 X 16

W6 X 16

DO

DO

DO

DO

DO

DO

DO DO

DO

DO

DO DO

DO

DO

DO DO

DO

DO

DO DO

DO

DO

W6 X 16

W6 X 16

W6 X 16

W6 X 16

W6 X 16

DO

DO

DO

W6 X 16

W6 X 16

DO

DO

DO

DO

DO

DO D

O DO

DO

W6 X 16 DO DO DO DO DO DO DO DO DO DO W6 X 16

TR

US

S (

E)

TY

P

15'-0"

15'-0"

C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7

C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7

3" DEEP, 20 GA

METAL ROOF

DECKING (E)

L 4 X 3 X 1/4" CONT @

SECOND DIAGONAL WEB

EXIST CROSS BRIDGING

ROOF LINE

D1

SF521

D3

SF521

B1

SF519

B3

SF519

D1

SF520

D3

SF520

D1

SF519

C12 x 20.7 C12 x 20.7 C12 x 20.7

C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7

L 4 X 3 X 1/4" CONT @

FIRST BOTTOM PANEL POINT

A1

SF520

C12 x 20.7C12 x 20.7

W12 X 30

W12 X 30

W12 X 30

1'-6"

EQ

EQ

EQ

B4

SF509C6

C6

C6

C5

C5

C1

C1

ADD W14 X 43

BELOW EXIST

CONC BEAM

WELD P 4" X 3/8" TO BOTTOM

OF TRUSS TOP CHORD IN FIRST

PANEL, TYP.

L

LEGEND

C6 CONNECTION TYPE (SEE CONNECTION SCHEDULE ON SF505)

WEST EAST

KEY PLAN

UPPER ROOF

8 9 10 11 12 13 14 15 16

A

B

C

D

E

15 16 17

C

D

j3ec9a

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OA

HU,

HA

WAII

RE

PAIR B

UIL

DIN

G 4

49,

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AD D

FY15 P

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05

8'0 4' 16'1/8"=1'-0"A1

UPPER ROOF FRAMING PLAN

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18

PLAN NORTH

PLAN NORTH

1/8"=1'-0"A2

CLERESTORY LEVEL FRAMING PLAN

UP

PE

R R

OO

F A

ND

CLE

RE

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OR

Y L

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US Army Corps

6/3

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5

A6

5

A6

A6

5

A6

A6

5

A6

A6

5

A4

A4

5

A4

A4

5

A6

A6

A6

A65

A6

A65

A8

A85

5

A6

A6

5

A6

A6

55

A6

A6

5

A6

5

A6

A6

A4

A45

5

A8

A8

WW

N

W X

P

W W

P

T

V

Z WAG

N

ZAG

N

AE

N

AH

N

AE AG AGAH

U

A6

TS1 TS1 TS1 TS1 TS1TS1 TS2

TS2

TS2TS1 TS1 TS1

X

60'-10"

16'-10"

16'-4"

16'-10"

10'-10"

20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"

120'-8"

20'-0" TO GRID 14

120'-8" TO GRID 23

363'-4" TO GRID 23

SE

E S

HE

ET S

F109

MA

TC

HLIN

E

SE

E S

HE

ET S

F109

MA

TC

HLIN

E

TS1

TS2

EAST

MA

TC

HLIN

E

KEY PLAN

WEST

A

B

C

D

E

1 2 3 4 5 6 7 8 9 10 11 12 13

SF108

j3ec9a

mu

US A

RM

Y C

OR

PS O

F E

NGIN

EE

RS

HO

NO

LU

LU DIS

TRIC

T

HONOLULU DISTRICT

SC

HO

FIE

LD B

AR

RA

CK

S,

OA

HU,

HA

WAII

RE

PAIR B

UIL

DIN

G 4

49,

QU

AD D

FY15 P

KG A-0

05

8'0 4' 16'

1/8"=1'-0"A1

CONCRETE CEILING BEAM BRACING PLAN - WEST

CO

NC

RE

TE C

EILIN

G B

EA

M B

RA

CIN

G P

LA

N

WE

ST

FIL

E N

UM

BE

R

DE

SIG

N B

RA

NC

H

LE

E,

CH

EN S P

OH

AN

SI

D

AU

ES

ES

1:1

BUIL

DIN

G 2

30

FO

RT S

HA

FT

ER,

HI 96858-5

440

FT S

HA

FT

ER,

HA

WAII

19

PLAN NORTH

64

AND SHALL NOT INCLUDE THE THICKNESS OF THE GROUT LAYER.

THE REQUIRED DEPTH THREADED RODS MUST BE EPOXIED INTO THE CONCRETE

SHALL FILL THE ENTIRE AREA BENEATH THE CONNECTION. IF GROUT IS USED,

TO 3/4" MAX THK GROUT MAY BE USED BENEATH THE CONNECTION. THE GROUT

ON WHICH THE CONNECTION CAN BE FASTENED. A LAYER OF 3/8" MINIKMUM THK

CHIP/GRIND COVER SURFACE AS NECESSARY TO PROVIDE A FLAT SOLID SURFACE

WHERE CONNECTORS RESTS HORIZONTALLY ON EXISTING CONCRETE,

DESIGNATES HSS 4 X 3 X 5/16 TUBE STRUT (ASTM A500, TYPE B)

DESIGNATES HSS 4 X 3 X 1/4 TUBE STRUT (ASTM A500, TYPE B)

EXISTING CONCRETE BEAMS.

UNLESS NOTED OTHERWISE, PIPE ARE CENTERED 5" BELOW TOP OF

FOR MECH, ELEC OR CEILING LOADS.

PIPE STRUTS SHALL NOT BE USED AS SUPPORTS OR BRACES

DESIGNATES CONNECTION TYPE. SEE DETAIL D2/SF515 AND SHEET SF516

DESIGNATES PIPE STRUT TYPE. SEE DETAIL D1/SF515

NOTES / LEGEND:

7.

6.

5.

4.

3.

2.

1.

1

D

2 3

C

4 5

A

B

of Engineers

US Army Corps

6/3

0/2

015

4:0

9:4

6 P

MD

AT

E & TIM

E:

MO

DE

L N

AM

E:$

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DE

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E$

$FIL

EL$

FIL

E:

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DRIV

ER:

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LE:

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EN

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LS$

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LT

DR

VS$

PRIN

TE

D B

Y:

$U

SE

R$

LA

ST S

AV

ED B

Y:

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UE D

AT

E:

SO

LICIT./ C

ON

TR

AC

T N

O.:

LO

CA

TIO

N N

O.:

SHEET OF


of Engineers

US Army Corps

CK

D B

Y:

IDENTIFICATION

SHEET

DE

SIG

NE

D B

Y:

DW

N B

Y:

SU

BMIT

TE

D B

Y:

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UM

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R:

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9299

721-1

1-5

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RT

A1 J

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015

A4

5

A4

5

A6

A6 A6

5

A6

A6

5

A6

A6

5

A6

A6

5A6

5

A6

A6

5

A6

A6

5

5

A8

A8

A4

5

A4

A8

5

A8

5

A8

A8

A8

5

A8

5

A8

5

A8

A4

5

A4

A6

5

A6

A10

AE

U

AF AE

N

AG AF

N

AH AG

N

AC AH

N

T

S

ACWW WW WW

PPN

TS1 TS1

TS1 TS2 TS2

TS2

TS1

TS1 TS1 TS1 TS1

TS1

A10

60'-10"

16'-10"

16'-4"

16'-10"

10'-10"

11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"

122'-0" TO GRID 8 120'-8"

20'-0" TO GRID 12

363'-4" TO GRID 1

SE

E S

HE

ET S

F108

MA

TC

HLIN

E

SE

E S

HE

ET S

F108

MA

TC

HLIN

E

WEST

MA

TC

HLIN

E

KEY PLAN

EAST

13 14 15 16 17 18 19 20 21 22 23

A

B

C

D

E

SF109

j3ec9a

mu

US A

RM

Y C

OR

PS O

F E

NGIN

EE

RS

HO

NO

LU

LU DIS

TRIC

T

HONOLULU DISTRICT

SC

HO

FIE

LD B

AR

RA

CK

S,

OA

HU,

HA

WAII

RE

PAIR B

UIL

DIN

G 4

49,

QU

AD D

FY15 P

KG A-0

05

8'0 4' 16'

FIL

E N

UM

BE

R

1/8"=1'-0"A1

CONCRETE CEILING BEAM BRACING PLAN - EAST

EA

ST

CO

NC

RE

TE C

EILIN

G B

EA

M B

RA

CIN

G P

LA

N

SEE SHEET SF108 FOR LEGEND AND NOTES

NOTES

DE

SIG

N B

RA

NC

H

LE

E,

CH

EN S P

OH

AN

SI

D

AU

ES

ES

1:1

BUIL

DIN

G 2

30

FO

RT S

HA

FT

ER,

HI 96858-5

440

FT S

HA

FT

ER,

HA

WAII

20

PLAN NORTH

64

FIRST FLOOR0' - 0"

SECOND FLOOR12' - 7"

THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

1 2 3 4 5 6 7 8 9 10 11 12 13

11' -

2"

T.O. SHOTCRETE WALL

#5 HORIZ. AT 12" OC, TYP.BTW. GRIDLINES 1 AND 8

2-#6 VERT. JAMB BARS,TYP. ALL OPENINGS#5 VERT. AT 12" OC, TYP.BETWEEN GRIDLINES1 AND 8

#5 HORIZ. AT 12" OC,TYP. BTW. GRIDLINES1 AND 8

TOP OF FOOTINGWF-1

EDGE OF (E) CONC.WALL BEYOND, TYP.

#5 VERT. AT 12" OC, TYP.BETWEEN GRIDLINES1 AND 8

EDGE OF 6" THK.SHOTCRETE WALL, TYP.

#6 VERT. JAMB BARS,TYP. ALL OPENINGS





TOP OF FOOTINGWF-4

NO SHOTCRETE IN AREASHOWN

29' - 0"

MAT

CH

LIN

E

SEE

A1/ S

B201

2-#6 CONT. CHORDSTEEL


#6 CONT. CHORDSTEEL





#6 CONT. CHORDSTEEL

TOP OF SHOTCRETEWALL

8' -

5"

BEND CHORD BARS INTOSHOTCRETE WALL ONGRIDLINE 8, SEE A4

SF503

INFILL (E) OPENING INCONC. WALL BEYOND,TYP., SEE D3

S-006

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

13 14 15 16 17 18 19 20 21 22 23

11' -

2"

T.O. SHOTCRETE WALL


2-#6 VERT. JAMB BARS,TYP. ALL OPENINGS#5 VERT. AT 12" OC, TYP.

BETWEEN GRIDLINES16 AND 23

#5 HORIZ. AT 12" OC,TYP. BTW. GRIDLINES16 AND 23TOP OF FOOTINGWF-1


#5 VERT. AT 12" OC, TYP.BETWEEN GRIDLINES16 AND 23 EDGE OF 6" THK.

SHOTCRETE WALL, TYP.


2-#6 VERT. JAMB BARS,TYP. ALL OPENINGS





TOP OF FOOTINGWF-4


20' - 0"

MAT

CH

LIN

E

SEE

C1/

SB20

1

2-#6 CONT. CHORD STEEL

3-#5 CONT. CHORD STEEL#6 CONT. CHORD STEEL



#6 CONT. CHORDSTEEL


#6 CONT. SILL BAR


BEND CHORD BARS INTOSHOTCRETE WALL ONGRIDLINE 16, SEE

T.O. SHOTCRETEWALL

8' -

5"

A4

SF503INFILL (E) OPENING INCONC. WALL BEYOND,TYP., SEE D3

S-006

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/8

" = 1

'-0"

7/21

/ 201

52:

45: 4

1 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB201

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

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DES

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BR

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HH

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LU E

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INEE

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HO

NO

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, HI

ES

6421

SHEA

R W

A LL

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A TIO

N -

GR

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F Y15

PKG

A-0

0 5

SB 2

01-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/8" = 1'-0"C1 WALL ELEVATION - GRIDLINE E

1/8" = 1'-0"A1 WALL ELEVATION - GRIDLINE E164 8268

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

0

GRAPHIC SCALE:


LEE

, CH

EN

S P

OH

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

1314151617181920212223

T.O. SHOTCRETEWALL

12' -

0"

TOP OFSHOTCRETE WALL

#5 HORIZ. AT 12" O.C., TYP.BTW. GRIDLINES 16 AND 23

#6 HORIZ. HEADEROR SILL BAR, TYP.

2-#6 VERT. JAMB BARS, TYP.#5 VERT. AT 12" O.C., TYP.BETWEEN GRIDLINES16 AND 23

TOP OF FOOTINGWF-1


#5 VERT. AT 12" O.C., TYP.BETWEEN GRIDLINES16 AND 23


2-#6 VERT. JAMBBARS, TYP.

8" THK. SHOTCRETE WALL AT ARMSVAULT, SHOWN SEEDETAIL FOR REINFORCING


#5 VERT. AT 8" O.C., TYP.BTW. GRIDLINES 8 AND 16



27' - 0"

C1

SB502

C1

SB502

MAT

CH

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B202



HSS6x6x1/4 COLUMN

HSS6x6x1/4 COLUMN

8' -

5"

DEMOLISH PORTION OF (E)CONC. WALL FOR (N) OPENINGSHOWN

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

12345678910111213

TOP OF SHOTCRETEWALL

T.O. SHOTCRETEWALL

11' -

2"


#6 HORIZ. HEADEROR SILL BAR, TYP.2-#6 VERT. JAMB BARS,TYP. ALL OPENINGS#5 VERT. AT 12" O.C., TYP.BETWEEN GRIDLINES1 AND 8

TOP OF FOOTINGWF-1








#5 VERT. AT 8" O.C., TYP.BTW. GRIDLINES 8 AND 16

#5 VERT. AT 8" O.C., TYP.BETWEEN GRIDLINES8 AND 16

29' - 10"

C1

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MAT

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E

SEE

C1/

SB20

2



8' -

5"

HSS6x6x1/4 COLUMN

HSS6x6x1/4 COLUMN

DEMOLISH PORTION OF (E)CONC. WALL FOR (N) OPENINGSHOWN SHEET

IDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/8

" = 1

'-0"

7/21

/ 201

52:

46: 1

7 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB202

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6422

SHEA

R W

A LL

ELEV

A TIO

N -

GR

I DLI

NE

B

F Y15

PKG

A-0

0 5

SB 2

02-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/8" = 1'-0"C1 WALL ELEVATION - GRIDLINE B

1/8" = 1'-0"A1 WALL ELEVATION - GRIDLINE B164 8268

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

0

GRAPHIC SCALE:


LEE

, CH

EN

S P

OH

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

12EDGE OF (E) CONC.WALL BEYOND

EDGE OF 6" THK.SHOTCRETE WALL



#5 VERT. AT12" OC, TYP.#5 HORIZ. AT

12" OC, TYP.

TOP OF FOOTINGWF-2

T.O. SHOTCRETEWALL

2-#6 CONT.

11' -

2"

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

A B C D EEDGE OF (E) CONC.WALL BEYOND

T.O. SHOTCRETEWALL

11' -

2"


6" THK. SHOTCRETEAROUND (E) PILASTER



TYP.3"

TYP.3"

#5 HORIZ. AT 12" OC, TYP.

#5 VERT. AT 12" OC, TYP.

#5 AT 12" OCVERT, TYP.

TOP OF FOOTINGWF-3

2-#5 CONT. CHORD BARS#6 CONT.HEADER BAR

INFILL (E) OPENING IN CONC.WALL BEYOND, SEE D3

S-006

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

B C D E

TOP OF FOOTINGWF-5

T.O. SHOTCRETEWALL

#5 VERT. AT12" O.C., TYP.


#5 HORIZ. AT8" O.C., TYP.


#5 HORIZ. AT12" O.C., TYP.

#6 CONT. CHORDBAR

3-#4 CONT.CHORD BARS

2-#7 JAMB BARS

#5 VERT. AT 8" O.C.

#5 HORIZ. AT 8" O.C.

4-#8 JAMB BARS

#6 VERT. JAMBBARS

#6 VERT. JAMBBAR

8' -

5"

INFILL (E) OPENINGIN CONC. WALLBEYOND, SEE D3

S-006

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

2223

EDGE OF (E) CONC.WALL BEYOND




#5 VERT. AT12" OC, TYP.#5 HORIZ. AT

12" OC, TYP.

T.O. SHOTCRETEWALL

2-#6 CONT.

11' -

2"

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

AB

#5 HORIZ. AT12" OC, TYP.

#5 VERT. AT12" OC, TYP.

TOP OF FOOTINGWF-2

T.O. SHOTCRETEWALL

11' -

2"

4-#4 CONT.CHORD STEEL

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

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T D

ATE:

SHEET OF

1/8

" = 1

'-0"

7/23

/ 201

54:

36: 0

0 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB203

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6423

SHEA

R W

A LL

ELEV

A TIO

NS

F Y15

PKG

A-0

0 5

SB 2

03-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/8" = 1'-0"C1 WALL ELEVATION - GRIDLINE A 1/8" = 1'-0"C4 WALL ELEVATION - GRIDLINE 1

1/8" = 1'-0"A2 WALL ELEVATION - GRIDLINE 8

1/8" = 1'-0"C2 WALL ELEVATION - GRIDLINE A

1/8" = 1'-0"A1 WALL ELEVATION - GRIDLINE 2.2 164 8268

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

0

GRAPHIC SCALE:


LEE

, CH

EN

S P

OH

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

A B


TOP OF FOOTINGWF-2

T.O. SHOTCRETEWALL


11' -

2"

4-#4 CONT.CHORD STEEL

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

ABCDE

EDGE OF (E) CONC.WALL BEYOND

T.O. SHOTCRETEWALL

11' -

2"


6" THK. SHOTCRETEAROUND (E) PILASTER



TYP.3"

TYP.3"


TOP OF FOOTINGWF-3


#5 AT 12" OCHORIZ, TYP.

#6 CONT.HEADER BAR


INFILL (E) OPENINGIN CONC. WALLBEYOND, SEE D3

S-006

FIRST FLOOR0' - 0"


THIRD FLOOR25' - 2"

ROOF PL HT41' - 6"

ABCDE

INFILL (E) OPENING INCONC. WALL BEYOND,SEE

8" THK. CONC. WALL


6" THK. CONC. SLAB ON GRADE

TOP OF FTG. WF-5


T.O. SHOTCRETEWALL

8' -

5"

#5 HORIZ. AT 8"O.C. TYP.

#5 VERT. AT 8"O.C., TYP.

C1

SB502

INFILL (E) OPENING INCONC. WALL BEYOND,SEE

#5 HORIZ. AT 8"O.C. TYP.

#5 HORIZ. AT 8"O.C. TYP.#6 CONT.

HEADER BAR


D3

S-006

D3

S-006

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/8

" = 1

'-0"

7/21

/ 201

52:

46: 4

3 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB204

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6424

SHEA

R W

A LL

ELEV

A TIO

NS

F Y15

PKG

A-0

0 5

SB 2

04-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/8" = 1'-0"C4 WALL ELEVATION - GRIDLINE 21.8

1/8" = 1'-0"A2 WALL ELEVATION - GRIDLINE 23 164 8268

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

0

GRAPHIC SCALE:

1/8" = 1'-0"C1 WALL ELEVATION - GRIDLINE 16


LEE

, CH

EN

S P

OH

FIRST FLOOR0' - 0"


(N) 6" OR 8" THK.SHOTCRETE WALL

5" THK. CONC.SLAB-ON-GRADE

WALL FTG.

(E) 2' - 0" 9"

3"

3-#5 CONT. TOP

2-#5 CONT. BOTT.

3-#5 CONT. TOPAND BOTT.

#5 DOWELS AT 12" OC,EPOXY GROUTED INTO 3/4"DIA. X 5" DEEP HOLES, TYP.

#5 DOWELS X 3'-6"LONG AT 12" OC,EPOXY GROUTEDINTO 3/4" DIA. HOLES

#5 AT 12" O.C., E.W. TYP.

#5 X 4" DOWELS AT 2'-0"O.C., EPOXY INTO 3/4" DIA. X3" DEEP HOLES, TYP.

7"

1' - 3"

4' - 0"2'

- 0"

4" THK. BASALTICTERMITE BARRIER

4" THK. CAPILLARYWATER BARRIER

CONT CONC EDGESEE ARCH


EJ

15 MILS THKVAPOR BARRIER

FIRST FLOOR0' - 0"

1' - 9"

WALL FTG.

(E) 2' - 0" 1' - 3"

5' - 0"


(N) 6" THK.SHOTCRETE WALL





#5 DOWELS X 4'-6" LONGAT 12" OC, EPOXY GROUTEDINTO 3/4" DIA. HOLES

3"


7"

#5 AT 12" O.C., E.W. TYP.

2' -

0"





EJ


FIRST FLOOR0' - 0"









7"

#5 AT 12" O.C., E.W. TYP.

6' - 0"

2' -

0"





EJ


2' - 3"

WALL FTG.

(E) 2' - 0" 1' - 9"

FIRST FLOOR0' - 0"



3"

4-#6 CONT. TOP

2-#6 CONT. BOTT.

4-#6 CONT. TOP



1' - 3"

WALL FTG.

(E) 5' - 0" 9"

3-#6 CONT. BOTT.

7' - 0"

(N) 6" OR 8" THK.SHOTCRETE WALL


7"

#5 AT 8" O.C., E.W., TYP.AT 6" THK. SHOTCRETE

2' -

6"





EJ


FIRST FLOOR0' - 0"

1' - 9"

WALL FTG.

(E) 5' - 0" 1' - 3"



5-#6 CONT. TOP

3-#6 CONT. BOTT.

5-#6 CONT. TOP



3-#6 CONT. BOTT.

8' - 0"



7"

#5 AT 8" O.C.,E.W. TYP.

4-#6 CONT.4-#6 CONT.

2' -

6"





EJ


FIRST FLOOR0' - 0"

16

(N) 14" THK. CONC.INFILL WALL


5-#6 CONT. TOP

3-#6 CONT. BOTT.

5-#6 CONT. TOP

#6 X 7'-6" LONGAT 12" O.C.

3-#6 CONT. BOTT.



7"

#5 AT 8" O.C.,E.W. TYP.

4-#6 CONT.

8' - 0"

2' -

6"

5-#4 CONT. BETWEENEXIST. FTGS.

3-#4 CONT. BETWEENEXIST. PEDESTALS

4-#6 CONT.





EJ



#5 AT 1'-0" O.C., E.F.,E.W. AT INFILL WALL

#5 DOWEL AT 1'-0" O.C., CENTEREDIN INFILL WALL. EPOXY GROUTENDS INTO (E) CONC. WALL BEYONDIN 3/4" DIA. X 6" DEEP HOLES, TYP.

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/2

" = 1

'-0"

7/21

/ 201

52:

46: 5

9 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB501

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6425

FOU

ND

ATIO

N D

ETA I

LS -

STR

ENG

THEN

ING

F Y15

PKG

A-0

0 5

SB 5

01-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/2" = 1'-0"C1 WF-1 DETAIL 1/2" = 1'-0"C3 WF-2 DETAIL

1/2" = 1'-0"C4 WF-3 DETAIL

1/2" = 1'-0"A1 WF-4 DETAIL 1/2" = 1'-0"A3 WF-5 DETAIL

1 2 42

SCALE: 1/2"=1'-0"

0

GRAPHIC SCALE:


1/2" = 1'-0"A4 WF-5A DETAIL

LEE

, CH

EN

S P

OH

8' - 3"

8' -

3"

EQ. 5' - 0" EQ.

EQ.

5' -

0"EQ

.

EDGE OF (E) CONC.PEDESTAL

EDGE OF (E) CONC.FOOTING BELOW

EDGE OF (N) CONC.FOOTING

EDGE OF (E) CONC.COLUMN

3-#5 TOP BARS (4 SIDES)3-#5 DOWELS EPOXYGROUTED INTO 3/4" DIA X6" DEEP HOLE (4 SIDES)

C4SB502

ISOLATION JOINT,SEE B1

S-008

8"

8' - 3"

8' -

3"

EQ. 5' - 0" EQ.EQ

.5'

- 0"

EQ.

EDGE OF (E) CONC.FOOTING BELOW

EDGE OF (N) CONC.FOOTING

2-#6 TOP BARS (4 SIDES)6-#6 DOWELS EPOXYGROUTED INTO 7/8" DIA X8" DEEP HOLE (4 SIDES)

C4SB502

10"

8"8"

8"8"

8"10

"

FIRST FLOOR0' - 0"

EQ.

WALL FTG.

(E) 5' - 0" EQ.

8' - 3"

1' -

0"6"

1' -

6"

(E) CONC. COLUMN

5" THK. SLAB-ON-GRADE

(E) CONC. PEDESTAL

3-#5 TOP

#5 DOWEL EPOXY GROUTED INTO3/4" DIA X 6" DEEP HOLE, TYP.

2-#6 BOTT.

#6 DOWEL EPOXY GROUTED INTO7/8" DIA. X 8" DEEP HOLE, TYP.

ISOLATION JOINT,SEE8"

MIN.2-#5 X 4" DOWELSEA. FACE OF COLUMN,EPOXY INTO 3/4" DIA. X 3"DEEP HOLES, TYP.

B1

S-008

7"



#4 TIES AT 12" O.C.

FIRST FLOOR0' - 0"

BHSS6x6x1/4 COLUMN

5" THK. SLAB-ON-GRADE

5-#6 E.W., TOP AND BOTT.

ISOLATION JOINT,SEE

5' - 3" SQ.

B4SB502

3/4" THK. NON-SHRINKGROUT PAD

1' -

1"

WIT

H B

OTT

OF

(E) F

TG.

5' -

0" V

ERIF

Y, M

ATC

H

8"MIN.



B1

S-008

#4 TIES AT 6" O.C.

2'-0" SQ. PEDESTAL

8-#8 VERT.A4

SB502

C.J., ROUGHEN CONTACTSURFACE

2

B

CONC. FOOTING F-2

HSS6x6x1/4 COLUMN

4-3/4" DIA. ANCHORBOLT

1" THK. BASE PLATE

1 1/

2"9"

1 1/

2"

1 1/2" 9" 1 1/2"

1' -

0"

1' - 0"

2' -

7 1/

2"2'

- 7

1/2"

5' -

3"

2' - 7 1/2" 5" 2' - 2 1/2"

5' - 3"

12"

4"

ISOLATION JOINT,SEE B1

S-008

8"

2'-0" SQ. CONC. PEDESTAL

FIRST FLOOR0' - 0"

2' - 6"

1' -

0"

4-#4 CONT. BOTT.

#4 AT 9" OC,BOTT., TYP.

8" THK. CONC. WALL5" THK. CONC.SLAB-ON-GRADE

ARMS VAULT

6" THK. CONC.SLAB-ON GRADE3/4" DEEP X 1 1/2"

WIDE KEY

LAP

2' -

0"

#4 AT 9" EW, EF, TYP.STAGGER REINF EACHFACE AT 4 1/2"

TYP.

4 1/

2"TY

P.9"

#4 DOWEL, LOCATIONAND SPACING TO MATCHWALL VERT. REINF.

WIT

H B

OTT

. OF

(E) F

TG.

5' -

0" V

ERIF

Y, M

ATC

H

E.J.

2

B

2' - 0"

2' - 0

"

8-#8 VERT.

#4 STIRRUPSAT 6" O.C.

45.00°

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

47: 1

5 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB502

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6426

FOU

ND

ATIO

N D

ETA I

LS -

STR

ENG

THEN

ING

F Y15

PKG

A-0

0 5

SB 5

02-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/2" = 1'-0"C3 F-1 PLAN TOP DETAIL

1/2" = 1'-0"A3 F-1 PLAN BOTTOM DETAIL

1/2" = 1'-0"C4 F-1 SECTION

3/4" = 1'-0"A1 F-2 SECTION

3/4" = 1'-0"B4 F-2 PLAN SECTION

1 2 42

SCALE: 1/2"=1'-0"

0

GRAPHIC SCALE:

0

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

12 2


1/2" = 1'-0"C1 WF-6 DETAIL

LEE

, CH

EN

S P

OH

3/4" = 1'-0"A4 PEDESTAL DETAIL

1 2 3 6 7 8

E

C1SB501

(N) CONC. FTG.WF-1

(N) CONC. FTG. WF-3AND REINFORCING,SEE

EDGE OF (E) FTG.

EDGE OF (E) FTG.



(N) CONC. FTG. WF-1

EDGE OF (E) FTG.

EDGE OF (E) FTG.



2-#5 CONT.

3-#5 CONT.#5 DOWELS AT 12" O.C.,EPOXY GROUTED INTO 3/4"DIA. X 5" DEEP HOLES, TYP.

#5 DOWELS AT 12" O.C.,EPOXY GROUTED INTO 3/4"DIA. X 5" DEEP HOLES, TYP.



EPOXY GROUT ENDS INTOEXIST. FTG. IN 3/4" DIA. X 5"DEEP HOLES, TYP.

EPOXY GROUT ENDS INTOEXIST. FTG. IN 3/4" DIA. X6" DEEP HOLES, TYP.

C4

SB501

A1

SB501

A3

SB501

SF503A2

1 2 3 6 7 8

E

C1SB501

(N) CONC. FTG.WF-1EDGE OF (E) FTG.

EDGE OF (E) FTG.



(N) CONC. FTG. WF-1

EDGE OF (E) FTG.

EDGE OF (E) FTG.



3-#5 CONT.

3-#5 CONT.#5 X 3'-6" LONG AT 12" O.C.,EPOXY GROUTED INTO 3/4"DIA. HOLES, TYP.

#5 X 3'-6" LONG AT 12" O.C.,EPOXY GROUTED INTO 3/4"DIA. HOLES, TYP.





C4

SB501

A1

SB501

A3

SB501

SF503A2

1 2

A

B



(N) CONC. FTG. WF-2

(N) CONC. FTG. WF-2


#5 DOWELS AT 12" O.C.,EPOXY GROUTED INTO 3/4"DIA X 5" DEEP HOLES, TYP.

3-#5 CONT., TYP.

3-#5 CONT., TYP.

#5 CONT.

2-#5 CONT. BARS EPOXYGROUTED INTO 3/4" DIA. X5" DEEP HOLES, TYP.


3-#5 CONT. BARS EPOXYGROUTED INTO 3/4" DIA. X5" DEEP HOLES, TYP.


C3SB501

C1

SB501

C4

SB501

1 2

A

B

(E) 10" THK. CONC. WALL(N) CONC. FTG. WF-2

(N) CONC. FTG. WF-2



3-#5 CONT., TYP.

3-#5 CONT., TYP.

3-#5 CONT.


3-#5 CONT., TYP.


C3SB501


(N) CONC. FTG. WF-3AND REINFORCING,SEE C4

SB501

C1

SB501

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/4

" = 1

'-0"

7/21

/ 201

52:

47: 2

4 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB503

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6427

FOU

ND

A TIO

N D

ETAI

LS -

PLAN

F Y15

PKG

A-0

0 5

SB 5

03-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/4" = 1'-0"D1 WF-1 PARTIAL PLAN - BOT

1/4" = 1'-0"C1 WF-1 PARTIAL PLAN - TOP

1/4" = 1'-0"A1 WF-2 PARTIAL PLAN - BOT 1/4" = 1'-0"A3 WF-2 PARTIAL PLAN - TOP

04 8268 02 4 8134

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

GRAPHIC SCALE:


LEE

, CH

EN

S P

OH

1

A

B

C

D

E

(N) CONC. FTG. WF-2 ANDREINFORCING, SEE

(N) CONC. FTG. WF-3



EDGE OF (E) FTG.

4-#5 CONT., TYP.

4-#5 CONT., TYP.


C4SB501


EDGE OF (E) FTG.

C3

SB501

C1

SB501

SF503A3

1

A

B

C

D

E

(N) CONC. FTG. WF-3



EDGE OF (E) FTG.

4-#5 CONT., TYP.

4-#5 CONT., TYP.


EDGE OF (E) FTG.

C4SB501



C3

SB501

C1

SB501

SF503A3

8 9 12

E


EDGE OF (E) FTG.

(N) CONC. FTGWF-4

2-#6 CONT. #6 DOWELS AT 12" O.C.,EPOXY GROUTED INTO 7/8"DIA. X 6" DEEP HOLES, TYP.

3-#6 CONT.

EDGE OF (E) PEDESTAL (E) 12" THK. CONC. WALL

6" THK. SHOTCRETEWALL, TYP.


A1SB501

(N) CONC. FTG. WF-5 ANDREINFORCING, SEE EPOXY GROUT ENDS INTO

EXIST. FTG. IN 7/8" DIA. X 6"DEEP HOLES, TYP.


C1

SB501

A3

SB501

SF503A2

8 9 12

E

EDGE OF (E) FTG.

(N) CONC. FTGWF-4

4-#6 CONT. #6 DOWELS AT 12" O.C.,EPOXY GROUTED INTO 7/8"DIA. X 6" DEEP HOLES, TYP.

4-#6 CONT.

EDGE OF (E) PEDESTAL



A1SB501

1' - 0"


2-#6




C1

SB501

A3

SB501

SF503A2

8 9 12

E

EDGE OF (E) FTG.

(N) CONC. FTGWF-4

4-#6 CONT.

4-#6 CONT.

EDGE OF (E) PEDESTAL




A1SB501

3-#6




C1

SB501

A3

SB501

SF503A2

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/4

" = 1

'-0"

7/21

/ 201

52:

47: 5

6 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB504

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6428

FOU

ND

A TIO

N D

ETAI

LS -

PLAN

F Y15

PKG

A-0

0 5

SB 5

04-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/4" = 1'-0"A1 WF-3 PARTIAL PLAN - BOT 1/4" = 1'-0"A2 WF-3 PARTIAL PLAN - TOP

23 23OH OH

1/4" = 1'-0"D3 WF-4 PARTIAL PLAN - BOT

04 8268 02 4 8134

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

GRAPHIC SCALE:

1/4" = 1'-0"B3 WF-4 PARTIAL PLAN - PEDESTAL

1/4" = 1'-0"A3 WF-4 PARTIAL PLAN - TOP


LEE

, CH

EN

S P

OH

8

C

D

E





3-#6 CONT., TYP.

(N) CONC. FTG. WF-5

EDGE OF (E) CONC. FTG.

EDGE OF (E) CONC. PEDESTAL

A3SB501

SIM

A1

SB501

C1

SB501

3-#6 CONT., TYP.

8

C

D

E




4-#6 CONT., TYP.

(N) CONC. FTG. WF-5



A3SB501

SIM

(N) CONC. FTG. WF-4 ANDREINFORCING, SEE A1

SB501

C1

SB501

4-#6 CONT., TYP.

8

C

D

E



5-#6 CONT., TYP.

(N) CONC. FTG. WF-5




A3SB501

SIM


SB501

C1

SB501

5-#6 CONT., TYP.

6

C

(N) CONC. FTG. WF-6

(N) CONC. FTG.F-1, SEE

(N) CONC. FTG. WF-6

EPOXY GROUT ENDSINTO EXIST. FTG. IN 5/8"DIA. X 5" DEEP HOLES,TYP.

C1SB502

1/2" THK. JOINT FILLERBETWEEN (E) COLUMN AND(N) CONC. SLAB AND WALL

FIRST FLOOR0' - 0"



WALL FOOTING, WF-4,FOR REINFORCING,SEE

(N) 6" OR 8" THK.SHOTCRETE WALLAND REINFORCING





EJ

3' -

0" C

OVE

R

WATER LINE

A1

SB501

DEMOLISH PORTION OF (E)PEDESTAL AS REQ'D TOACCOMMODATE WATER LINE.FILL VOID WITH SHOTCRETEAFTER INSTALLATION OFWATER LINE

TOP OF FTG.WF-4 BEYOND

A4SB505


FIRST FLOOR0' - 0"

A3SB505

6"

6" 6"6" 6" CONC. FTG. WF-4,SEE

PIPE SLEEVE

WATER LINE

A1

SB501

LAP

2' - 0"

3-#6 DOWELS X 6'-6"LONG, EPOXYGROUTED INTO 7/8"DIA. HOLES

#6 CONT., LOCATIONTO MATCH FOOTINGREINF.

SHOTCRETE WALLBEYOND

DEMOLISH PORTION OF (E)PEDESTAL AS REQ'D TOACCOMMODATE WATER LINE.FILL VOID WITH SHOTCRETEAFTER INSTALLATION OFWATER LINE

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

48: 0

5 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB505

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6429

FOU

ND

A TIO

N D

ETAI

LS -

PLAN

F Y15

PKG

A-0

0 5

SB 5

05-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/4" = 1'-0"B1 WF-5 PARTIAL PLAN - BOT 1/4" = 1'-0"B3 WF-5 PARTIAL PLAN - PEDESTAL

1/4" = 1'-0"B4 WF-5 PARTIAL PLAN - TOP

1/2" = 1'-0"A1 WF-6 PARTIAL PLAN AT F-1

04 8268 02 4 8134

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

GRAPHIC SCALE:

1 2 42

SCALE: 1/2"=1'-0"

0


LEE

, CH

EN

S P

OH

1/2" = 1'-0"A3 WF-4 AT FPE PIPE

1/2" = 1'-0"A4 WF-4 ELEV AT WATER LINE

16

B

C

D

E



5-#6 CONT., TYP.

(N) CONC. FTG. WF-5A



SB501

C1

SB501



(N) CONC. FTG. WF-6SEE C1

SB502


#6 AT 12" O.C.

#6 AT 12" O.C.

A4SB501

A3SB501

SIM

5-#6 CONT., TYP.

WF-

5W

F-5A

WF-

5W

F-5A

WF-

5

16

B

C

D

E




4-#6 CONT., TYP.



SB501

C1

SB501





SB502


#6 AT 12" O.C. BETWEENEXIST. PEDESTALS

#6 AT 12" O.C. BETWEENEXIST. PEDESTALS

3-#4 CONT. BETWEEN EXIST.PEDESTALS. EPOXY GROUTENDS INTO EXIST. FTG. IN 5/8"DIA. X 6" DEEP HOLES, TYP.

3-#4 CONT. BETWEEN EXIST.PEDESTALS. EPOXY GROUTENDS INTO EXIST. FTG. IN 5/8"DIA. X 6" DEEP HOLES, TYP.

A4SB501

A3SB501

SIM

4-#6 CONT., TYP.

WF-

5W

F-5A

WF-

5W

F-5A

WF-

5

16

B

C

D

E





3-#6 CONT., TYP.




A1

SB501

C1

SB501


SB502


5-#4 CONT. BETWEEN EXIST.FTGS. EPOXY GROUT ENDSINTO EXIST. FTG. IN 5/8" DIA. X6" DEEP HOLES, TYP.

5-#4 CONT. BETWEEN EXIST.FTGS. EPOXY GROUT ENDSINTO EXIST. FTG. IN 5/8" DIA. X6" DEEP HOLES, TYP.

#6 AT 12" O.C. BETWEENEXIST. FTGS.

#6 AT 12" O.C. BETWEENEXIST. FTGS.

A4SB501

A3SB501

SIM

3-#6 CONT., TYP.

WF-

5W

F-5A

WF-

5W

F-5A

WF-

5

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/4

" = 1

'-0"

7/21

/ 201

52:

48: 2

1 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SB506

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6430

FOU

ND

A TIO

N D

ETAI

LS -

PLAN

F Y15

PKG

A-0

0 5

SB 5

06-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/4" = 1'-0"A4 WALL FOOTING AT GRIDLINE 16 - TOP 1/4" = 1'-0"A2 WALL FOOTING AT GRIDLINE 16 - PEDESTAL

1/4" = 1'-0"A1 WALL FOOTING AT GRIDLINE 16 - BOT

LEE

, CH

EN

S P

OH

4 5 6

B

C

#5 AT 8" O.C., TOP AND BOT.

#5 A

T 12

" O.C

., TO

P AN

D B

OT.

8" THK. CONC.WALL

8" THK. CONC.WALL

(E) 14"X14" CONC.COLUMN

(E) 10" THK. WALL


8" THK. CONC.WALL BELOW

(E) 14"X14" CONC.COLUMN+9.00

T.O.S. =

C1SF501

SIM

A1SF501

SF501B3

SF501B3

SF501B3

A4SF501

6" THK. CONC.SLAB

SIM.

OH

19 20

B

C

#5 AT 8" O.C. TOP AND BOT.

#5 A

T 8"

O.C

. TO

P AN

D B

OT.

SF501C3

(E) 14"X14" CONC.COLUMN (E) 14"X14" CONC.

COLUMN

8" THK. CONC. WALL

8" THK. CONC.WALL

8" THK. CONC.SLAB


+9.17T.O.S. =

C1SF501

SF501B3

A4SF501

SF501A3

OH

14 15 16

B

C

#5 AT 12" O.C. TOP AND BOT.

#5 A

T 8"

O.C

. TO

P AN

D B

OT.

SF501C3

6" THK. CONC. SLAB



8" THK. CONC.WALL

8" THK. CONC.WALL



+9.00T.O.S. =

C4SF501

SF501B3

A4SF501

SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

1/4

" = 1

'-0"

7/21

/ 201

53:

30: 0

2 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SF401

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6431

ENLA

RG

E D A

RM

S VA

ULT

RO

OF

P LAN

S

F Y15

PKG

A-0

0 5

SF 4

01-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

1/4" = 1'-0"A2 ARMS VAULTS 3A AND 3B CEILING FRAMING PLAN

1/4" = 1'-0"C1 ARMS VAULT 2A CEILING FRAMING PLAN 1/4" = 1'-0"C3 ARMS VAULT 2B CEILING FRAMING PLAN

04 8268 02 4 8134

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

GRAPHIC SCALE:


LEE

, CH

EN

S P

OH


8" THK. SHOTCRETEARMS VAULT WALL

6" OR 8" THK. CONCRETEARMS VAULT CEILING SLAB

(E) 7" THK. CONCRETEFLOOR SLAB

48 BAR DIA. LAP

CEILING SLAB REINFORCING,SEE PARTIAL PLANS FORSIZE AND SPACING


19

C

(E) CONC. COLUMN

1/2" THK. JOINT FILLERBETWEEN (E) COLUMNAND (N) CONC. SLAB

(N) CONC. CEILING SLAB

ADDED REINFORCINGAT SLAB OPENING, SEEDETAIL A3

S-009

5

6" THK. CONCRETE ARMSVAULT CEILING SLAB


2' -

0" L

AP


#4 DOWELS, LOCATIONTO MATCH VERT. REINF.



16


6" THK. SHOTCRETE WALL


#5 AT 8" O.C., EW

#5 DOWEL, SPACINGTO MATCH 6" SHOTCRETEWALL VERT. REINF.

(E) 7" THK. CONC.SLAB


6" THK. SHOTCRETESLAB


#4 DOWEL, EPOXY INTO(E) SLAB WITH 3/4" DIA. X 3"DEEP HOLES. LOCATIONTO MATCH ARMS VAULTWALL VERT. REINF.

#5 DOWELS X 4"AT 2'-0" O.C., EPOXY INTO3/4" DIA. X 6" DEEP HOLES, TYP.

10"

DEMOLISH PORTION OF(E) WALL TO CREATEADEQUATE REBAR COVER4

C

(E) CONC. COLUMN

1/2" THK. JOINT FILLERBETWEEN (E) COLUMN AND(N) CONC. SLAB AND WALL

(N) CONC. CEILING SLAB

ADDED REINFORCINGAT SLAB OPENING, SEEDETAIL A3

S-009


B6" THK. SHOTCRETE WALL

#5 DOWEL, SPACING TOMATCH 6" SHOTCRETEWALL VERT. REINF.

2' -

6" L

AP

#4 DOWEL, EPOXY INTO(E) SLAB WITH 3/4" DIA. X 3"DEEP HOLES. LOCATIONTO MATCH ARMS VAULTWALL VERT. REINF.

#5 AT 8" OR12" O.C., E.W.

(E) CONC. WALL

(E) CONC.LANAI SLAB

#5 DOWELS X 4"AT 2'-0" O.C., EPOXY INTO3/4" DIA. X 6" DEEP HOLES, TYP.

(N) STEEL BEAM


6" THK. SHOTCRETE SLAB


(E) CONC. WALL

4-#7 CONT. CHORDBARS

#4 AT 9" EW, EF, TYP.STAGGER REINF.EACH FACE AT 4 1/2"

1 1/2"

10"

#4 STIRRUP AT9" O.C., TYP.

BUILT OUT BEAM AT TOP OFSHOTCRETE WALL

1' -

9"

DEMOLISH PORTION OF(E) WALL TO CREATEADEQUATE REBAR COVERSHOWNSEE

CLR.1 1/2"

A4

SF510

20

B

(E) CONC. WALL


#4 AT 9" EW, EF, TYP.STAGGER REINF.EACH FACE AT 4 1/2"8" THK. SHOTCRETEWALL

#6 VERT. JAMB BAR

#5 AT 12" O.C., E.W.


SHEETIDENTIFICATION

1 2 3 4 5

DR

AWN

BY:

DES

I GN

BY:

SBM

T BY

:

SIZ

E :FI

LE N

AM

E:

ISSU

E D

ATE

:

CO

NTR

ACT

NO

.:

SO

LIC

ITAT

ION

NO

.:

US

ARM

Y C

OR

PS O

F EN

GIN

EER

S

CKD

BY:


22" x

34"

D

C

B

A

FILE

NU

MBE

R:

PLO

T SC

ALE

:

PLO

T D

ATE:

SHEET OF

As

indi

cate

d

7/21

/ 201

52:

49: 0

4 PM

REP

AIR

BU

ILD

ING

449

, QUA

D D

SCHO

FIEL

D BA

R RAC

K S, O

A HU,

HA W

AII

1 JU

LY 2

015

R

TA

- -

HONOLULU DISTRICT

BH BH

SF501

HO

NO

LULU

DIS

TRIC

TFT

SH

AFTE

R, H

AWA I

I

DES

IGN

BR

ANC

HH

ON

OLU

LU E

NG

INEE

R D

ISTR

ICT

HO

NO

LULU

, HI

ES

6432

DET

AIL S

F Y15

PKG

A-0

0 5

SF 5

01-

MAR

KD

ESC

RIP

TIO

ND

ATE

APPR

3/4" = 1'-0"C1 DETAIL AT TOP OF WALL

1 1/2" = 1'-0"C3 DETAIL AROUND COLUMN

0

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

12 2

GRAPHIC SCALE:

0

SCALE: 1 1/2"=1'-0"

11

3/4" = 1'-0"A1 DETAIL AT INTERIOR WALL

3/4" = 1'-0"C4 DETAIL AT EXIST. WALL

1 1/2" = 1'-0"B3 WALL DETAIL AT COLUMN


3/4" = 1'-0"A4 DETAIL AT GRIDLINE B 1/2" = 1'-0"A3 WALL PIER DETAIL

1 2 42

SCALE: 1/2"=1'-0"

0

LEE

, CH

EN

S P

OH

Documents

S-001 D/Shared... · planned change in type, ... b. basic safety earthquake 2 ... ufc 3-301-01, "structural engineering" ufc 1-200-01,"general building requirements"